The URL can be used to link to this page

Home My WebLink AboutBATCH - Supplemental - 0035 Thompson StreetAugust 1, 2017 Vermont Economic Progress Council C/O Fred Kenney Agency of Commerce and Community Development 6th floor National Life Montpelier, VT 05602 Re: Letter of support for Logic Supply Dear Members of the Vermont Economic Progress Council, Please be advised that the Logic Supply property located at 35 Thompson Street is in compliance with the City's Land Development Regulations. The lot appears to have room for future expansion of the facility at this location, and the use remains permitted in the zoning district. An expansion which has obtained all required approvals and permits would be in compliance with the City's Land Development Regulations. Thank you for the opportunity to comment and support this application. Sincer t aymond J. Be air Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com LEGEND - - - -.se- -- -- EXISTING CONTOUR ------ PROPOSED CONTOUR — - - APPROXIMATE PROPERTY LINE — — — — APPROXIMATE SETBACK LINE 0 • IRON ROD/PIPE FOUND/SET 17 CONCRETE MONUMENT — —SS GRAVITY SEWER LINE — — W WATER LINE — —OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC — — T TELEPHONE LINE — — G GAS LINE — —ST STORM DRAINAGE LINE © SEWER MANHOLE ® STORM MANHOLE HYDRANT ® SHUT-OFF ❑ O CATCH BASIN o-o LIGHT POLE SIGN DECIDUOUS TREE CONIFEROUS TREE -- -- DRAINAGE SWALE PROJECT BENCHMARK I I I - - - - - - - EXTEND PARKING OT — _ — — — — _ — — — - — — — — — — — — — — — — — — _. — — — — _ — — — — — — — — _ — 47;TJT I PROVIDE FLOATING ACCESS EASEMENT FOR _ _ — — -, FUTURE INTERCONNECTION - - - -_ - - I ___ ___ __ ____ _15_ 13 i i CONCRETE WRB CUT & MATCH EX. PAVEMENT I (�.) I I O THICKENED PAVEMENT SECTION. SEE SHEET 6.0 CIS O g 24' LONG CONIC. RETAINING WALL D I � I - O NEW LIGHT POLE (�') DUMPSTERj ENCLOSED) -ill r •. e 30' LONG CONIC. RETAINING WAIL Go F I' EX. PAVEMENT] I �I m o RESHOLD v EL. I I r o wx A =342.67' CONCRETE CURB W/ 5' MADE CONCRETE SIDEWALK BIKE' RACK -..- I Z - ._. 1' `A, _...{�EEr y�- Bi-. ,y, '] 0' e AD 11 1"oN I FF TILE EL 342 �61 uwusc wnc STONE m _ s.. I qq i BIKE RACKX ` EL- I I ILDIN LNG m iARGING STATION — — — q __ 7 EL.=342.66' F THRESHOLD I 0 SEE LANDSCAPING - NOTES LAN FOR PROPOSED RELOCATION OF A _ o � I ( � �` 2?- PIANIER � EXISTING TREES 1. Utilities shown do not purport to constitute represent all uurvey located upon or \ 0 I adjacent to the surveyed premises. Existing utility locatians are approximate, only. The Contractor shall field verify al ' utility conflicts All discrepancies shall be --�� : i STONE I~n reported to the Engineer The Contractor s--- - - ..-: - - ' --'--_ -- - REMOVE 3' MADE I v, shall contact Dig Safe (,,The - - '- +-- ',. PAVEMENT STRIP. PA prior to any construction - -- I}-- TOPSOIL, SEED & Z 2. Site informationyperfome is hosed upon a field __-_---- — — — --- MULCH I O survey performed by Civil Engineering I , ^ ( Associates, Inc. in be of n V Horizontal and vertical datum based on VCS NAD 83 / n and NAVD 88, respectively based upon GP S '.. observations performed on site during the time of survey. ROCK 3. This plan is not a boundary survey and is not intended to be used as one. I 4. Property line information was based an plan entitled "Meadowland Business Parka _ I �I El Subdivision Plat , last revised 8/27/1996, by Trudell Consulting Engineers, Inc. _ _ _ _ j69.6' Recorded in Map Slide 300.3, South Burlington Land Records. Monumentation EXISTING REC. PATH recovered was consistent with the recorded documents. GRAPHIC SCALE \ �y REMOVE & REPLACE RECONSTRUCT REC. PATH. MAINTAIN EXISTING GRADES MEADOWLAND DRIVE CONC. CURB CUT & (TYP.) IN FT.ET I MATCH EXISTING PAVEMENT 1 inch - 20 tt a I SITE ENGINEER: I t CIVIL ENGINEERING ASSOCIATES, INC. I I 1O WGRELD WEW LANE, SOUTH &MINGTON, VT 05403 mzau-znv Talc Aozeaaazrt woe: »ww.aeK.00m � _ OM11N SAL I csacros DSM APPROY® DSM OWNER: I GREENFIELD CAPITAL, LLC I 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PROJECT: LOGIC SUPPLY INC. ° I PHASE 11 EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 I I 1 � 1 _ r� dg ,- r _ I UTII 1L LOCATION MAP I' = 2000 Gen c>$c® I¢vlslan I I t-EB-14 08Y/ACL UPWT® PLAN 2-E4-14 OSY/AQ NAY® BII➢DIn�G POOTPRUi'fAs� e-21-14 USY/ACI, IO3Y!ffia e-Ee-14 esY/ACL @IACAT® u08S POLE SO 0— sae a�PIe6ING — 5-14-14 esY/ACL erATNeie ®CI3 CHARGQiG 1a-2-14 nsY/ACL �� 9 P11Lm'rG SPAC® ADDEDTAQ Oe— I I 9 PROPOSED CONDITIONS SITE PLAN un _MG NUI®BR NOV., 2013 1"=20' C2.0 PR01. N0. 12132 '-oo� " I I I SITE ENGINEER: LEGEND Ex. ce --"- EX. E,T,C, -' I II I �(k - CABINETS =J37.49' C NEW DMH �., - - . o EXISTING CONTOUR RIMINV.-338. 1 : .._ - --- _ _- - -a -- PROPOSED CONTOUR - al` ' ------- - --- ; 54IIO.Q \-. T [RIM SST- - Ic== - - - -ST_ _ _ INC- APPROXIMATE PROPERTY LINE -. - _ _ 0µQ4HELD VIEW AGTON CGtal j � _ __ _ _ -- - - �� _ - - - ��.� �� S CIVIL ENG NEEMNG ASSOCIATES ING 1 1 (ANEW SOUTH BI1RL/ V! - � _ _ � - -STD - - 13�i1DP,E LO EX. 15' HPPE-W/FE9 _.� '•, r I eozeeazszs rvc emaeaazn .w.-,.,...�Kcwn APPROXIMATE SETBACK LINE _ _ .-5T_- - - = - INV.- 4-- - - -� F - O • IRON ROD/PIPE FOUND/SET 1,`, /--__ �5T 15 HOPE -340� 339 _ - - 339- _ - - - �M1� 4't/- - C -'�.- I i s R M C3 7.51 \340 34T._J 1 - - - m- _ �_- _ - _ __�r_� n an.�wx 340-�� O CONCRETE MONUMENT ..._3342; _-•- - __-...--- _ _ ___� _ ACL - -, -SS GRAVITY SEWER LINE 1 FL '*_�- --f'--.___.. +337. 5 _. _ .. HOPE J PR4•y ceec® - W WATER LINE I. W/ FESI 2•. `,•', IN / _____ ____ ___ _____ ___ __ ___ -S I I DSM { INV.-338.26 SPRUCE - __ ____ _- - -OE OVERHEAD ELECTRIC NEW C.0 15 _ aernov® -- -UE UNDERGROUND ELECTRIC I MELD �� 13 DSM - �- j STING INVERTI / \' UNOERDRAIN 0 i OWNER: - - T TELEPHONE LINE -- - G GAS LINE /erg{ I -ST STORM DRAINAGE LINE �{ \ i CUT &'MATCH EX I I GREENFIELD / CONGi3ETE CURB PAVEMENT IX. PAVEMENT EX. LIGHT POLE (S) SEWER MANHOLE / (•) ; TYP. I; ( ) ` I CAPITAL LLC STORM MANHOLE I THICKETIED PAVEMENT -- 1' z \ SECTION. SEE SHEET 8.0 339 33e I 35 THOMPSON STREET ( HYDRANT I •7 e 4 - - O _ _ -' ( I SOUTH BURLINGTON ® SHUT-OFF eC s.o 24' LONG CONIC. "'�' I I VERMONT05403 7C3 V`, CATCH BASIN I RETAINING WALL I _____ _ ,- t��j� �-•� \ \ � �340� I lei( LIGHT POLE NEW 4" PEAR BC340.4 340.98 � •_ '4•!,Y]UC +FAQ ,� � as HOPE ROAD Y '- ----- 5 I I \ 4 S'�' �. / - ______ _______ I PROJECT: T SIGN UNDERDRAIN k 13/ - -- 7 DECIDUOUS TREE I ro O DUM STERS I� `ir ' I';EW O I - - ",. CONIFEROUS TREE ^�a I (ryP.) at II I� --�+336.a 3 NNryN W 'C I'I I I I i LOGIC SUPPLY INC. DRAINAGE SWALEEttT3421 w xPHASE /I PROJECT BENCHMARK 'W I 2 N I I I,1' \ IC.O. S ra I EXPANSION ___341_..-pIyN7� \EX. PAVEMENT -SS I S EX SMH #5A 35 THOMPSON STREET I I I I 1 I I I R CE p gj• I - \ /r,S� x{ I I I RIM-338.6- SOUTH BURLINGTON EL VERMONT 05403 35 z� I 2"r I I C , BIK RACK B CRA - I , 0 / p , _ _ _ -_" _ , .,' •• • . CONCRETE ,CURB W I I , -- ---_. , I I s' 1MDE CONCRETFy'SIDEW EW FF TILE I 1 /ADDI I N - - - -SS- _FL 342 C I m BIKE �Ei. .l I� I XISTIN� RACK ascArris O r ! I IS 1 UILDIN 4•0 I m IC I g$ - ®. _ ~ 10. 0VEHICLE F.F. TON NEW C.O.CHARGING STA4-=342.66' Q,ri I 7i�l _1.0 341.18 - k EX. 12" PVC EX.I GT CA E,T,C, +I o' ,EL.=342.66'u INV.=335.05' CABINETSu - _ _ ___ I El EX CB -_ .j :3• `{3 l� I EX. 4• PVC V SEE LANDSCAPING -. t4?.W PlM17D1 RI C RIM=337.69' 341. I I 3. I T UCE I p z>a . INV.=338.08' • FOR PROPOSED E�"I \ RIM= .81 LOCATION MAP NOTES - "RELpcnnoN of (3) 4-0 ❑ ❑ ❑ ` a42 rtu• I -- _ FEXISTING TREES SPRUCE - - - -_-_. `"`-' \ -_ ___-347___.- C 337 L, - _ - 1. Utilities shown do not purport to constitute i - _ or represent all utilities located upon or I 342 ',. 4t -4.0 LILAC \ eP P I- adjacent to the surveyed premises. { -34� ----- EXISTING Exlating utility locations are approximate ❑ ❑ ❑ _ osr/.ct. vw.xm ew only. The Contractor shall field verif all\\ (4) 4•� 33 ROOF D utility conflicts. All discrepancies shall ba \ SPRUCE a�, i - -_ �___ _ 9----____ _"------ -- - - -----.._----F\E - ,HV STONE j� a-w-u aer/.n. esv�euaama raamw+T I TRANSFORMER `+ I reported to the Engineer. The Contractor L - _ Sil.fl - " -y __ l \ `INK=338. 3- WIDE' I I a_ -_... _ . I to -.a asr/.ra. .asm .aaaasr vas mm.marn shall contact Dig Safe (888-344-7233) •-• - -- __3 \-� ,,,. ^TtOP EN STR Z I - - of car um survey performed by Civil Engineering B•0t�� ,T,,, - ----�- 7----------------I UL rior to an construction. - SOIL, SEED P Y � -, S LICE 421 3 ' 2. Site information I. based u on a field _ I O I I u u asr a. manor �� Associates, Inc. in SEP of 2013. Horizontal - 340 - I � INV. 334.22' es-e-u amr/.n .00m cw:� a® _ xe - •'" \ INV.- and vertical datum boned on VCS NAD 83 IX. CB 4? 339 ' .. - I ` r (4)' 4•0 and NAVD 88. respectively based upon GPS RIM-344.0' _ �, I ^, observations performed on site during the `` HOP ��- ... ..._. . ..-�1'• _ \, SPRUCE r time of curve . • � _ _ _ -- y� y SSA �-.,,, •-_____.. `� -- .- I'•r�19.4 -- - � � ___ U 3. This plan is not a boundary survey and is •--•.- __ - - __ s' GRADING Q• r-_-_--- - _ VC T _ � 1 not Intended to be used as one. --__ 38 \ EX. SMHI_ { 4. Property line Information was based on a RIM-344.3' -"_- 1, -.-_ - _ -340- _ _ I - - f 'paN� I DRAINAGE plan entitled "Meadowlond Bualness Park - \ INV W - - EX. CABINETS GE Subdivision Plat•, last revised 8/27/1996, / ��T� - -- --- - - -341------__ 86 - - CABINETS _- h D by Trudell Consulting Engineers, Inc. - --- - _ ' a AE LAN Recorded In Ma Slide 300.3, South �S - Burlington Land Records. Monumentation S \ __ _ EXISTING REC. PATH recovered was consistent with the °' 1 -- -- -'0.0 - - - _ £ PROJECT BENCHMARK recorded documents. -'-_ EX. CB ' NE COR TOFI`E NC. RIM=342.61' 1 �g� OAK M"0Q '-ST- _ APLE� ` MAP ELEV.=3466' APPLLEE _ \ -EX. CB -Pu- - - - -- - - - - - - o.rz ssesac nmmew \ y RIM=342.67' \ \ EX. CB JAN., 2014 GRAPHIC SCALE ` \w� _SS_ - _ Io RIM=339.18' i I PROJECT BENCHMARK EX. SMH -gS- - - - F-SS- -�_ - - - - I - -SS- - - T _S s 4x4 CONIC. MON. sr.,- ro / RECONSRt i REC. PATH. RIM=341.74' W AND DI I VE I •� J, Ex. CB I ELEV.=338.6T - ] 1" = 20' C3.0 a o s w o tUJfC /� REMOVE 8 REPLACE MAINTAIN DOSTRiG GRADES MEADO L Y \ __._. CONIC. CURB CUT h (TYP.) I Icy, i RIM=339.25' _ 'aS vsa. no. I IN EEn I MATCH EXISTING PAVEMENT \ _W_ 12132 t inch - 20 H_ / ri` SITE ENGINEER: LEGEND I p I I C — -- - --sac-- — -- -- EXISTING CONTOUR I D ^3` PROPOSED CONTOUR — — 400.0' — — — — — — — — — APPROXIMATE PROPERTY LINE — — — — — — — — EXTEND PARKING CIVIL ENGINEEMIVG ASSOCIATES. INC, — — — LOT 10MWSEIEIO VIEWLANE, SOUTH BURLINGTON, VT OW — — — — APPROXIMATE SETBACK LINE — — — — — — — — — I eoz.aeaa3zs rax eozae{zzn wee: wwwcaeKowD O • IRON ROD /PIPE FOUND/SET — — — — — — — I ( — — — — — — — — — — — — —. — s s� - O CONCRETE MONUMENT — — — — — — — — — — — — — +� DBA1fN — —SS GRAVITY SEWER LINE I PROVIDE FLOATING 45.91' — — — — — — -- ACL ACCESS EASEMENT FOR _ — — W WATER LINE FUTURE INTERCONNECTION — — — I I DSM — —OE OVERHEAD ELECTRIC + + Arr 13 15 I DSM — —UE UNDERGROUND ELECTRIC I I OD I — — T TELEPHONE LINE I o OWNER:— — G GAS LINE I - rn I I — —ST STORM DRAINAGE LINE CONCRETE CURB -p CUT & MATCH EX. PAVEMENT GREENFIELD Q SEWER MANHOLE - R O $ ) I CAPITAL, C LIIL ® STORM MANHOLE HYDRANT i T SECTION. SEE SHEET 6.0 NE,'D_ IIII 35 THOMPSON STREET SOUTH BURLINGTON SHUT—OFF 14.60' zaLONG CONC. RETAINING WALL (177 VERMONT 05403 El 0 CATCH BASIN LIGHT POLE `HIC 20.73' SIGN DECIDUOUS TREE DUMPSTERS 16.00 '� 1' 6.0 lO PROJECT: CONIFEROUS TREE 'x18' 9P. EW LIGHT POLE T� (ENCLOSED) e _ PARKING SCONC.30' LONG LOGIC SUPPLY INC. DRAINAGE SWALE O RETAINING WALL iIIIIIIII PROJECT BENCHMARK I ba �IIIiI1II PHASE EXPANSION EX. PAVEMEN 35 THOMPSON STREET mp�PAVEMENT r TL=E3SHOLD I SOUTH BURLINGTON I VERMONT 05403 BIKE RACK00'CRB W/ CONC0ETE 5' "DE CONCRETE SIDEWALK_—_ CY _ N �nLL 0�ADDIT EL=342.6 STONE -III II 5. BIKE XISTINqq UILDIN DSCAPNG STOOWEL. RACK VEHICLE CHARGIING 42.0 _--K_E -, F.F- EL42.6STATION _ - O I axNzmm_ I THRESHOLD + C EL.=342.66 rLABTLn _.® SEE LANDSCAPING LAN FOR PROPOSED RELOCATION OF \ \ ❑ I ❑ i El PLANIEB R70.00' EXISTING TREES \ ' � I I OATB CHDCDED �TIDIOP � 1-EE-1{ OEY/ACL OPOAS'EO PIAn STONE s-Ea-u 08Y/ACL wmm Yunnmc eoarDnwr - - " REMOVE 3' WIDE PAVEMENT STRIP. I I a-EI-14 09Y/ACL E6YL� 6nTEAxC6 LT Ax➢ P1®1 TOPSOIL, SEED h Z D- 4 D8Y/ACL �s ar1 PA�16 io� MULCH I O I E-14-14 DSY/ACL Y—rAnonv®cu CEAE0D10 rMy N I / I 10-E-1{ 08Y/ACL ApD6D PA�IOj� AC® �rcQvyT ® ROM I C) I o PROPOSED CONDITIONS LAYOUT EXISTING REC. PATH PLAN . , JAN., 2013 GRAPHIC SCALE \ Q \ RECONSTRUCT REC. PATH. MAINTAIN EXISTING GRADES MEADOWLAND DRIVE E� C4.O 1 ° — ZO' REMOVE REPLACE CONC. RB CUT & � (TYP-) 1 IN FEET i MATCH EXIS71 PAVEMENT I m-n - 20 It rEw. nc. 12132 '•_yTY I I 1 WrII IT OF CONSTRUd71ON 1 INSTALL STONE r CHECK DAM (TYP ) NEW 4' PERF. HOPE ROAD UNDERDRAIN 1 ^i I ^i 'W INSTALL caHslRucnPE TAN I I INSTALL EROSION CONTROL MATTING ALONG SWALE I 1 o. i�. �� T��T �`f� �OOii�p • • •••� i i00 ti. tii. `T 4.400 i0i. • .• �•� .�.�•�'i' 'i!�!•••-%sir ♦� �T� b� • isP!1••' ,' ��%Oiii�i••iiii9, r'•itr MEADDWLAND DRIVE _-336 i SITE ENGINEER: I Ak _—� CIVIL ENGINEERING ASSOCIATES. INC. ]— —ST— — -- I I 10 MVISFIELD VIEW LAW SOUTHBUIUAGTON. VT05403 aWdN-YJ4s fAl[B02daFY1)t wb: w.w.cfN.cwn UR11IPcar ACL I DSM APPROVm DSM OWNER: I GREENFIELD I CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PROJECT: LOGIC SUPPLY INC. PHASE II EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON I VERMONT 05403 I I I EROSION CONTROL MATTING, .INLET PROTECTION SA AND SILT SACK I I STONE CHECK DAM SILT FENCE I —•—•—•—• — CONSTRUCTION TAPE CONSTRUCTION FENCE 1— �--- ---�--� R•rs cncc® svmon I — V, I 1-YY-1{ 09Y/ACL UPWTiII PYII 2-U-14 DW/ACL 85Y0m BUpDQIG rotll'PMfl' Za-el-t{ I aeel/Acl. RII® o�%.%a %•i um P O14 1{ aMV/ semaysneu ta•saa / n �/ / I e u Gsl/u]. Amm a P•Imc sAm Amm tm awes I I I _ EPSC PLAN — — _ _ _ _ —ST— — — — _ — — OJAN., 2013 �(nC N11— -: 1"=20' V / .O ® 12132 t41 PLANTING NOTES I. All pl m me W in the plp a h dul, JWI h nursery grown in accordanc. wkh ANSI in accordance vM 7-60.1 Stmdv* fx mexvrxnwrt d nunwy crack 1 All pW s Jl be paruneed by the Camractx Hr a pxlad d am year from d.t, d nceip d Providawl Ac..pa— f the cxnplxed imWlatlon by N. Ownx. 3. Repluemem plmdnP MY b. r,qulnd prlx ra Flml Accpawe (x ury plarns d whkh art rMW a nm eve m aparMatloro, hive dbd x art unheahhy x uncMnmrwc N. specie (dw m excmha pnnmg, deba�k x othx g. All plm) rmrxkh a Jl M selected W aped x d, .-7 by Wda Artfikec S. Tla laMa� ArcNuttl apprwJ b required fx arty pbm mmnJ aubatltutlam. 6. The Cwmactar b npwvibk h k .Wy ri..YOV tla Wdaop Archkxt B M' pbm gmmicy dbcrepnclx xdsr between t plm" plan and ,h. P611¢ 7. All sh W cox .11 b• spayed vdth tln W-d"—'Wlk-Pelf (x eppmmd equal) pier to de fire WM Lw later thx Nrn bw 30), B. Th. L..&.p. Cornncmr "I haw tM G-x Canwcmr loran JI undwpaund u Wdw In an . be Wdw pd plx w —.wing " auwJon. Adjusenwna m ew b[atlarw w111 be Jl-.d where utility —Am xe ck y a problem W wkh pnx sloe appwJ by landsop Arahk- 9. All Pbm bed, ah-b and eee I—C.n shall b. s .ked in the field by Coweaar (x Landacepe Mc b d ePWlo prior co by Loran. 10 Adjwvnrm m pWrc beds shJl ba epprw.d by Landscep. Archlucc 11. GmwJ Carcractx b respmaW. lx JI .rmlm convol mxsurx during rxvWNnn. 12, All dwurbad ar.x an m M r ".W and needed x wedded, as induced n the plamkig Pk.. 13, Mulch s l —m a d dadle-ahradMd hardwood muldi ar apprvwd eqt W Canncmr b rep W. fx pwidiry vrrplu d mold to L.,d..p. Archhwc Muld Flom rrw 6 as shwvrn m pkn and dealk M. k a the imam d thb cannot m xdd arty dleurbawe m ulmry vex x .hruba on slu othx than throe apxlfldly deJgnrted fx venpbrk x nmaw. I5. W —W I ad -h Sh for vex b. $100 by conwnttbn apntlon a1W l Ee i300 pr dlpr iwh. ShnAa ahJl be S 100 xch. 16. Camncror b rnpanvbk fx wr0yiry and cor4—ing WI Plum coo auppll.d by th. Wdaop Arthltect wM fWd —ft— as cxiwuated. Arty dbcrepndx aWl be rapaaed m Wdu Amhk.a for a — and dk.ctlon. 17. T. vampl—% chap b. pxfxmed by a wlrabk hydnuuc v.e spd., sled nxeaaery m Pefv. da wok 10. Rix m carrvn.ncesnex d arty ctnrtrvmm, JI —btl rnx m rerrvin ahaA rrNw tm pxeccion few. x Dour edged dripllrle wh.newr pxaibk PLANTSCNEDLILE KEY12nIsOENYIRCNRME I COMMON ARMS I scm DECIDUOUS TREES AS s Aar ucJ.rs.n SUGAR MARE HS' CAL GT 6 Q" WaomAm W-.. J HONEY LOCUST SS'd' CAL SHRUBS AND ORNAMENTAL GRASSES CS 17 C— serlc�'All—e. Cmpea RI -TRG DOGWOOD fly CK 30 CaYmaoowY scut Karl F—W 1 FEATHBL REED GRAB 1 03 RA 97 1 RMa.rmvtl I -- Lost I FMGRAW RMAC I a 20 — — 0 20440 SCALE OF FEET WAGNERHODGSON LANDSCAPE ARCHII"ECTURE TB02.e6r.0010 Fedi.Bbaelb] row wagnerhebwen.<on. LOGIC SUPPLY PHASE I I EXPANSION LANDSCAPE PLAN REVISIONS 08.11.14 - SEAT WALL DIMS _.. • 09.16. N -CONCRETE PAVERS AND EXPOSED AGG. SCORING 04.09.15 -COURTYARD DIMS AND LAYOUT p w.......o........wo ... DRAWING NO. JOB No. 403 SCALE I"-20.-0. L I.0 DATE 07.07.14 TREE SET TO BE PLUMB PRUNING SHALL BE DONE AFTER DELIVERY OF PLANTS AND AFTER PLANTS HAVE BEEN INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT. PRUNING PROCEDURES SHALL BE REVIEWED WITH 711E LANDSCAPE ARCHITECT BEFORE PROCEEDING. PRUNING SHALL BE DONE WITH A CLEAN SHARP TOOL CUTS SHALL BE MADE FLUSH, LEAVING NO STUBS NO TREE PANT SHALL BE USED. DEAD WOOD, SUCKERS AND BROKEN AND BADLY BRUISED BRANCHES SHALL BE REMOVED. WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE SPECIFICATIONS Y MULCH. DO NOT RACE MULCH IN CONTACT WITH TREE TRUNK MAINTAIN MACH WEED -FREE FOR A MINIMUM OF ONE YEAR AFTER PLANTING. BACKRU. WITH EXISTING SOIL IN SANDY LOAM SOIL MIX IN 20%COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL GENTLY PACK THE BACKRLL USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS RACE ROOT BALL ON UNEXCAVATED OR COMPACTED SUBGRADE TO PREVENT SETTLEMENT. QDECIDUOUS TREE PLANTING NYS TRUNK PROTECTION, REINFORCED RUBBER HOSE GUYING WIRE 3 PER TREE WITH TURNBUCKLES MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE 6 VISIBLE AT THE TOP OF THE ROOT BALL TREES WHERE THE TRUNK FLARE 6 NOT VISIBLE SHALL BE REJECTED, DO NOT COVER THE TOP OF THE ROOT BALL VWTH SOIL SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1'-2- HIGHER IN SLOWLY DRAINING SOILS 4' HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL REMOVE ALL TWINE ROPE WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, IP MIN IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL M THE WIRE BASKET IN FOUR RACES AND FOLD DOWN r HMO PLANTING HOLE. CUT ALL GIRDLING ROOK NOTES I. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2 REMOVE ALL PLANT MATERIAL TAGS. RAGGING, AND EXTRANEOUS LAMM ETC CONCRETE UNIT PAVERS; TECHO-BLOC LINEaA FINISH: SMOOTH, COLOR: SHALE GREY,'RANDOPT LINEAR PATTERN SEE PLAN )V SAND SWEPT JOINTS I' BEDDING MATERIAL SAND PER ICA STANDARDS ADJACENT MATERIAL VARIES, SEE MAN METAL EDGING: PERMALOC ASPHALTEDGE HEIGHT AT OR BELOW TOP OF PAVER MILL FINISH. DENSE GRADED, CRUSHED GRAVEL BASE PER RECOMMENDATIONS BY ICPI (INTER- LOCKING CONCRETE PAVEMENT INSTITUTE) GEOTEXTILE SEPARATION FABRIC (MIRAR 6WX OR EQUAL) UNDISTURBED EARTH OR APPROVED FILL MATERIAL COMPACTED TO 95% STD. PROCTOR IN 12' UFTS NOTES 1. REFERENCE INTERLOCKING CONCRETE PAVEMENT INSTITUTE, TECHNICAL SPEC (CATION #9 (GUIDE SPECIFICATION FOR THE CONSTRUCTION OF INTERLOCKING CONCRETE PAVEMENT) www.kgi.oq 2 THE FINE AGGREGATE TO BE USED IN THE SETTING RED SHALL BE CLEAN, HARD SAND WITH DURABLE PARTICLES AND FREE FROM ADHERENT COATINGS, LUMPS OF CLAY. ALKAU SALTS AND ORGANIC MATTERS 3. IT SMALL BE UNIFORMLY GRADED FROM NCOARSE TO SINE' AND ALL PASSING THE NO.4 SIEVE AND MEET WITH GRADATION REQUIREMENTS WHEN TESTED IN ACCORDANCE WITH THE STANDARD METHOD OF TEST FOR SIEVE AND SCREEN ANALYSIS FOR FINE AND COARSE AGGREGATES ASTM DESIGNATION C-136-67. 4. CONCRETE UNIT PAVERS SHOULD BE LAID WITH A MINIMUM JOINT WIDTH OF &' TO A MAXIMUM+'. CARE SHOULD ALWAYS BE TAKEN TO MAINTAIN THIS MINIMUM JOINT SPACING TO MINIMIZE PAVER TO PAVER CONTACT. THE JOINTS SHOULD THEN BE SWEPT WITH DRY SAID. ANY SURPLUS SAND SHOULD BE REMOVED FROM THE COMPLETED PAVING. %CONCRETE PAVERS SECTION 3293M - PLANTS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Dnw.p and ,maid prtwhlam of the Cpntna Indudi,p General and Suppla,vrry C"&d apply „the Sctkus 1.2 SUMMARY A. Sett3on, Indnrdn: I. Planet. 2. T,ea orb&.... 3. Tra.--,.rkg d.viws, 1.) DEFINITIONS A. Banidfl: The mrth rued to r.pbta w the an d rephdq earn In an eaovuin. B. BAW and Brrbpped Stork. Ph= dug with firm 1 balk d wrtthe h In 4ich y v.a. Crown vdh a bill mend less than d.rt.ter aM aP,h r«are„armd by ANSI Z60.1 for type arrd eve d pan regdned: wrapped with boils, tied rgidy aupponed aM dun bred w[A [wow wkh the rod flan ",iN. a the snRa« d the ball a recwnmeded b/ AN512k0.1. C. Ba1.d and Pdmd Stock Pb- dug with firm, .-I balk of mrth in wlich shay aro groan aM pbmd unbokm in a B.1 llze h rest Ims ,hen %a 1, aM depth .......4M by ANSI Z60.1 fn type aM siae d phn requkM. D. Carmimr-Grwm St«k t thy, ygwow, wdLronM phm grown in a w. with a vvelR,tadhhed roe system -Ng side d --I- and mairnainiq . firm I'll when crewed Irom mrulna. Canaimr 1ha11 b. Wd .nmgh to hold b.l shape aM praoct rocs mass durkg.hippq aM G ,ixM accord,, ro ANSI ZW I f« type and,, of pane r r,rd E. FishhGM. Ekntindfir,ahed,udxe of pbding zoL F. Pwti d. A „it..- or Ml in-d d I. pr.mrirg, dnvoylq. m, ngllq, « nddgatlq a pPeskidm m(Ma imectlodm, rdhddm. h.rblcidm. f.gidde, rodm[iddn. ad rrolksckkha. They A. Irrhde subset « rN- Intended la fie a, . pan regubtor. delollan, « desMrnn. Sono soacm cli,slly h.rNdd., sa,raWy from pent , G. Pmm Udq *rpm m dot otter Mwe thw an ran dnk.d « lilt ryas dm,,p w plus, anWrds. « people. P.m indnd. man. nines, grabs. -1.,k. (snaih aM slgpf, rodenb (gaper, n.I., aM rew.). umvantM pba (wand,), fang beanie ad.rum. Im PLANTING SOIL UNDISTURBED EARTH OR SUITABLE TOPSOIL COMPACTED TO 95% STD. PROCTO& IN 12' LIFTS TREE SET TO BE PLUMB T MULCH DO NOT PLACE MULCH IN CONTACT WITH SHRUB TRUNK MAINTAIN MULCH WEED -FREE FOR A MINIMUM OF ONE YEAR AFTER RANTING. BACK ILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL GENTLY PACK THE BACKFILL USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED SUBGRADE TO PREVENT SETTLEMENT. / e1 \ SHRUB PLANTING L NITS - ALL NOTES FROM DETAIL #1 PERTAINING TO PLANTING AND STABILIZATION OF TREES SMALL BE APPLIED. ANY MODIFICATIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. METAL EDGING SEE DETAIL iN CONCRETE PAVERS SEE DETAIL 04 IY COMPACTED CRUSHED STONE SEE DETAIL FM NOTE: IF COURTYARD AREA IS RUED WITH CRUSHED STONE DURING CONSTRUCTION, SITE CONTRACTOR MUST REMOVE STONE AND REPLACE W2 SUITABLE TOPSOIL AS INDICATED PRIOR TO TRH PLANTING. PRUNE TO REMOVE DEAD AND DAMAGED STEMS MAINTAIN NATURAL SHAPE OF RANT. DO NOT SHEAR PLANT SEE TOP OF MAN ORDER ROOTS R. TO GRADE OR 1'-2' HIGHER IN SLOWLY DRAINING S011i 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL REMOVE ALL TWINE ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, IP MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL CUT THE WIRE BASKET IN FOUR RACES AND FOLD DOWN 1r INTO RANTING HOLE M ALL GIRDUNG ROOTS NOTES 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2 REMOVE ALL PLANT MATERIAL TAGS FLAGGING, AND EXTRANEOUS LABELS. ETC TREE PLANTING IN CONCRETE PAVERS %, CONCRETE PAVER LAYOUT H. Ranr.g Area: Arm,,n MpanM. I. RamWg S,il Esdt% sure. tail: irrpond ,M. a rmmfaaurad sdl tlw Im bean n dKM Mm sdl anradrr.,b and pert., f.r.hi-10 p,Muw . sal mi- bw, for ,Lira grwrth. J. Rant; M" , Mant Mauriil: Throe `arena "k, w veg.aaim in gmnil. iM1wirg ,r ,hruG, virsm, grdad covens, ananen.l S.,-. bulb¢. corm,. sobers, « le,traceow vegiakon. K. Root Fhr. Aho calbd'vmk fhra' The rea at ,fr base of die ,bray, ,tam « tru,rk wMre the amen «trWr brdnl.n ro faro rods: tM arw of tm,hion betw..n tM ion sysem aM the z[an w vnnd,. L Smm Girdiq Roon: Roos tt., drd. d- (v Ib) d trees bdow the sM zurf-. M. Sabgrad. The nrl.m « elevation d aA"I i-ii,mg ¢her eaavabn I, conplre, a the top „dace d, frl ,, Ntkbl bdae *a q sW h p1uM. 1.4 COORDINATION A. Ci-cf ripe Mth Tvf Ar.a (L )r Film ban, shrubs. aM other ptann aka fnhh ,alas are mtahed ad wi plunblhirg tnel wren odes aherwhe iMiot.d. 1. When pl-irg tans. shrubs, a,d other plea Aw plmtng turf areas, r mrf arms, ad promptly repair &-p Dosed by planning,pa' ti I.S %REINSTALLATION MEETINGS A. Pmmulbtbn Confercscc Cad„n roofer.«e u Fgett ,ite. IA ACTION SUBMITTALS A. Rr-Daa Fa ezh type d,Hurt. I. Pbn hhtedd,: Iskda gmM[bs, slxn, qualky.,nd,wr<m for pbm -IA. 2. Plan Photogt.*: Iodide color phdgraph in dgkal Torn.[ o(auh ngdrM spaces aM sim d pbn , a i! a it will b. Inenahed to Pray- Take photognpAs Irom m .qle d.piniq true sire aM condition f the typid pi- to be hr-fetid, Irduda a -W ,.d or tiler roaming d.nc In mch phd t,.ph, F« spei orbs. mme thn, 10 p6nb are requirM, iMMe a miikmum d th- plw.g pn 0ft the average Pbn, tM boat q ,lky par, aM d, won[ qualky pb,A to be IunbhM. Idrrrltlfy wch phdop.ph Mm tie f.l scbndiC ran. d th. pn2 ph.-- aM oars d the giro .j nursery. B. Sampin fa Verfo`ba F« and d des fdlowig I. Or'pnk Mdda 1-0m vdam I w,h orT ,k m kh mquirM: i seakd p"tic bap bbded vdth canposkbn d -41, by parentage e v eight ud sonrn d mul (2) Each Sii p* shall be,ypid d the I., d material n d IurdshM; pro"ok an senora. n,m.rtaiwi d mbr. `attars, and wg.nk rnkwp. 2 Pro Wi , Rwt-Ba4Sub3indm Doric.: Om u,it 3. Slwv-R.b,e, Trae_Waerkg Devke One ,eat d adr eve regdred. 4. Edg.g Malriah and A<asssori.n rbnrdatwrer, sordid sm, ro v.rdy c.I ,eknad INFORMATIONAL SUBMITTALS C. QuakfiCubn Data: Fw bN,Ei a Invlla. IMMe Iht d slmiu Pains to,gWM by Inulla drrorrtrakq Inul.rs oybidn aM axPnW,u. ISluda ,opn ron,n. addwam. ad yea annpletM, ad ixlade namm and addresses d P--, D. Modu,t C-A-- F« each type of ,nmfaa-d ,,dun, from manubctaer, aM c«,pyng .6 d. fokawi,g I. Man,Ai u e, crtif d analysis d smnm,d ,pdru. 2 Malysi, d film --iih by a re iz d hboratory nude accwdiq to medwd wubliswb/'tlw Ass«iation 101ticv1 Amlydnl Chnrwn, Man appkade. E Rm,k"m a,d Herbkidn: MMurt bEal aM mumiac "appliu natrutnm spetlfi m F. SS.,p4 W-.q: Fwspavl warranty. 1.7 CLOSEOUT SUBMITTALS A hlktrer.n[e Dam: Rananv,ded procedure w be mtabkhM by Ovmr I« rremenar,n d pbnb ,Tarp a ola,mr yea. Subs[ balon.cpra[ion d r.queM rr.krttra,c. p.rdds. 1.8 QUALITY ASSURANCE A Imulla Q.fotiau: A gmMW bM,aipe imtilkf whore work ha r iw . sunmshi nnW,.hrrwe d p1ii- I. E.p.rl.na: Five Ton' o.periencs in hdsap, inm6tlm. L ImWW. Fie" Super ,ion: Rtpr. 1.1ARr ro man an egerienaM hA-0nre ,.p-- m Rnyen sin whin work i, .,ogress. ,n 3. Pmtkde Applicator: Sane keened normerctil. B. Prm,,k quaky, ,d,, gene., ,pain. ad -my d phds it kwgd -plying with aWp Lila rtgNremenl in ANSI Z60.1. C. hl.anre.rwn: Maaur. a®rdq `o ANSI Z60.1. Do not prow m obtain rpui.M aem. 1. Tram a 4 Slr,ba: Mmsur< wkh bash¢ ad vW,s a ones . ,Mir r,annil pdiaion. Take height rsnaurenwrts fr. « mar ,h, t,,p d the ion fhre for fr,id-grown s k ad nnmai,nyrown ,rock. Mm mdn bdy d tree « shrub f« heiyl, aM spread; t31 SPACING v ROW 'A' NUMBER OF PLANTSISOFT. By, O.C. 51.w 0.04 48' OC 41.5T 0.07 4T O.C. 36.52• 0,10 3r O.C. 3120' 0,12 30'0.C. 26.W 0.18 24'O.C. 20,76' 0.28 QUANTITY OF SHRUBS AND SPACING AS NOTED IN RANTING SCHEDULE J 3 SHRUB SPACING Nrs do riot ,reu rc bnnclrm « n to 11 tip. Take olper mea,urcmenn 6 hcirn abw. tM r sod R.r. far u.n up `0 4-.ch olipr s'¢e, a,d 12 ishaz above aM root flv.fa b,pn saw. 2. Other Mann: Mmnee "uem,, ptt lm, and foliage i theb moat pdit- D. Rani Material Cbs.rvatlon: Arttiuct may iAi, . plea rnataial MMr a pbw d growth « m,[e bdae V-1119 for oaaplivae Mth rrpirenwnts fa g.,w. ap.dn, variety, cUkvu, ad q"Ky ArcMtea may Mo,menu. tram ,M shrubs further br size and mditim d bah aM coos system,. pass d,me syrrV-, iryurin, a,d lean ddem aM ropy raps unatdattory or ddacwe nutaial n airy tin. dui,, ,,grass d work, P.e,rove r.je¢M tree «shubs .nmedamy L- Frapct ,in. Nd2y Ardsken d „ucm d p.rrdq r 6.1, soon dap i adv d ddvery ro 19 DELIVERY. STORAGE. AND HANDLING A. Nckapd Maa.k: DRI- pakag.d rwtwiah in ,rig-1, uropaed conDirwz zh-.q waglr, ardliad any,k. rome aM address d mannhnura, aM bndot.n a Car 0l with ,ram aM Fednd bore d appiobk. B. Buk M-niih: 1. Do nd dimp or eta. Wk rw-mb mar aysnrtures, u,iiti- wakway, .d Pavemeds, exiiq tad ueu or pbnm. z. Pro.de aabn<onad rneaarn .,event ermipn w d.pbcenvr d buk-iirbb: discharge d .-ringv.aer rudl; aM rrborm du, r des, A... ,.pain, mwepnn,yaen,,r walkwap. 3. Acmnnpary t ch delmry d NO na.edah whh approprlm trtLio,as. C. D. rest prom trees aM drubs bdan delirery. Moms bark trashes, and root apterm Iran sun sdd drylrg. MM burn, ,wmekg,-ttooq, ad o[ha hadlq ad rylq dung,. Do rot bad « IaW,d4k tree a ,hub, in ,«h a morns n m d..b their r A dupe. Proid.,«e . ao eriq d pants Jii,mg Wpp aid ddivery. D. no[ drop puns Miq dekvery ad lending. D. WWI. pbniq nick by rope ball. E Apply arcidlit,mnt it, trsres ad vtnbl uiq power ,pray m ,wide an adequate rim wa t via (Slone vnappirng), ti i, n. sm , , p, aM foAW to praea dung diWrg, h.nd.g, aM ,ro.p,rta[lon I. If dedd- vem « lhrub, art owed m lull Id. .pray will, anddeskant u r y b i, -,in aM again two -1,, after pbnig. F Wrap tun ad shut Mth bubp fabrk war trur". bruit fro ,tuna. tww. aM blbge to Proton Iron Md aM atha damn,, darng d:ggiq, h Mlhg, ad tramporvtion. G. D.Im, pl r Mar prep.raions W phdrq have b.m Completed. aM 1,,Wl irrmedatdy. It paMq h Mlay.d moo than .b noun Nor ddiv.ry, s.t Fill- a A v.w in thin ap,oprcm (4) WALL I'-W[ HINESBURG NATURAL ROUND STONE, HINESBURG SAND AND GRAVEL X BORDER CONCEPTS FINISHED GRADE 4- I S' STEEL STAKE I UNDISTURBED EARTH OR APPROVED FILL COMPACTED J TO 95% STD. PROCTOR 7 STONE MAINTENANCE STRIP .pen (um, f ,m I rnm «,had.), prrcert Irom -.ha and nrerbnkil damage, and kmp 1. Set bafled studs on ,Dail and coves bill with ,d1. peat max, sassdret, «other 2. Do ens rermse conWmr-grown s[ork Irom caw Wen bdw. urns d planting. 3. Waur ion grin d pbm +,arad orv,rte deeply ad thwougHy vith a Iim-mst „ay. orate a ak.n a mos,ary eo maWek r,« ,yn«n m a md,t. N not -ry wet c«rd[iorn. 1.10 FIELD CCINOITIONS A. Field Ibureme- Vaiy ¢awl pad. ebwtbn, ear ice ad ubkty botioru. ir,lptaar sM- tornpaenm. ad d-,- .1 plantirp aM mnvucku, vsliguwe with new pan,1rW by frrdd mmsuarrnuas bdorc prot.&V s pbntkg wak s c 8. IW[Wrg ReunN ,: Plant du,Wg one d tM fi b K period, Co«bum planing priMz wkh erw se Pend ,o pra.de Sulamntbl Conpleabn. I. S,kg Phni,, Ahr pound Im thawed to July 31•. 2. Fall Phni,q: Sep..,bw 1^ vil pound hu It— , w.atha mndtiom eke .1p...l. C. Waa Umm,ions: Proeaad with pbniq oNy when emdq aM (m, tAJ vmeher m,d.inm p.mil'Lining m M pad«nod Man ba,e'd l aM aptkr.m r-.h r-y M tit"d Apply prMrun tkri,, humble winder -Miom accord,, 10 r,mnmuer, wHttn Inwctmn, aM warrasq regin,mnts. III WARRANTY A. Speml Warranty: I.,blb agrees . rapak « rapkc, piano, ud aaasaiw thu W Tn nvteriils. vm,krmnNp, w ro h wkh, specirnM -my pen,d. I. Faikrn iekrde, W rot li w au 11r idkawirg a. Dmth aM u ktl,,my growth a pt W defem rmukiq from akrte, htlt d ,degwm nuirtw.s.. a nogba by Dona. k Stnuc[nral lmkrrea i ,Ah g Ap IAN «bkwiq over. Fait, perbrmana d tree stabikuion.M.4ng.. d. Dnanor .- d ma.is, -.1 B,hh.s, aM dM rr mk bgo,d -1 weadciq. 2 W.r ,y Periods From dam d pbnlq carpi.6- Tress, Shrubs. Vh ad Qs.neneal Graz.s: 12 n,nnhs. b Ground Cwen, Bieti-k. P,mm'.k, and Other Pl i 12 nrrakb. E CENTER ROW NIAL NON ING WAGNERHODGSON '. R CHIT E C T U R E LOGIC SUPPLY PHASE I I EXPANSION PLANTING DETAILS AND SPECIFICATIONS REVISIONS OB 1 114 - PIKE STONE DUST 09.16.14 - CONCRETE PAVERS AND EXPOSED AGG. SCORING 04.09.I S - COURTYARD DIMS. _ . AND LAYOUT DRAWING NO. JOB NO. W3 SCALE VARIES DATE 07.07.14 L I • I LEGEND i - - ----- /_�Eu. CABNr,c,. I Ex. CB ______ _ _ ____________ 33 _________ __ ____ RIM 337.49 _ n EXISTING CONTOUR ___ _ _ __ ... ., _ _ ___ _ _ _ ___ -�—------- _ 8 -':.ram PROPOSED CONTOUR _ _- ---338--_-� -- \ �+___________ _ _ ___________________ — �5T --ST— - — APPROXIMATE PROPERTY LINE _ _ ________ \ __ ___________------------- _-. ______ __-_—,j — — —ST— — '- — — — — — — — _ST EX. CB -- - — — —ST— — 3'r11DP,E APPROXIMATE SETBACK LINE _ — —ST— — — _ - _ — ifs I — — — — "s- — _ EX. 15' HNVM3 4'--"""- —RIM53 8. A O • IRON ROD IPE FOUND SET '�T 15 HDPE -340- 339'" — — — _ — _ - = EX. CB G------ — _ ____- _ RIM=337.51' ,340 _ , _ _ _ _ — —SS GRAVITY SEWER LINE --342H P G- — — -- — — — — —,',— — — — _ ___________..-......._. ______________ _ _ �. --_- __8-----r_____ I o ❑ CONCRETE MONUMENT EX. 15 D E _ ____ ,._�-'--_. __•____..._.__ --- -- �_ ..1'}{t"SPRU �'."e,` a I — W WATER LINE W/ FE . .; 1 / ,-�-______ _________________ __�DERDRNR - -_.337________• / SPRUCE INV.:338.26� SPRUCE r — .-----_____-• EX TRASH —UE UNDERGROUND ELECTRIC /� _ENCLOSURE — — TT] — T TELEPHONE LINETTI F T — G GAS LINE- TJCa CONC'. —ST STORM DRAINAGE LINE SEWER MANHOLE STORM MANHOLE EX. LIGHT I \ EX. PAVEMENT POLE (TV.) I I \ I I I I I HYDRANT ® ae SHUT-OFFco-aEa _ _____339_____ '- '-33�------- co)CATCH BASIN I \ AROEN sEa y"�, - - I- I` -- / �o ao LIGHT POLE ; I •, `,, •• ______ ______ .'S59 SIGN I / \ -` .-4"O ,LC •y"�'p'/,� •�'I �. -340� - " p I DECIDUOUS TREE - ------- I \ I \ / j42 I 1 I CONIFEROUS TREE ---- DRAINAGE SWALE PROJECT BENCHMARK I I > r?I �'' \ O ` �^ \ I I a I I N 1 \ 4" F— _34 C.O. SS \I - 2 ?uNrea/ \EX. PAVEMENj '� 'CRAB I IS I 1 I I I 4y _ F THRESHOLD j�� I� I 1,0 I� E%. =33 /RSA I SPR EL 342 67""�Lc�i� x �I RIM=338.6' 2"0 �RAI a I 4E I I OAK EL-342_66 .'P uNbsc ENO I I� SS-- STONE EXISTING i RACK I II I Im I I BUILDING .,,," I I m °', m F.F. ® I �'A I� EL.=342.66'Erb g I I I I EX. E,LC, .,I I THRESHOLDS j% / �/' �� I I EX. 12" PVC �! CABINETS a]�f. EL.=342.66' �� / �� I is 4"£ % - - ! I INV.=33i.05' I\ l RUCE vLAN1Ee d I E 4- PVC EX. CB NOTES \ \ \ NTE. INV =338.06' I ,1 EX. CB RIM=337.69' y RIM B1 SPRUCE \ ; \ l - SO 4- __ \ �\ � f =337 — i\� ` 1---- 1. Utilities shown do not purport to constitute \\, - -'{ 4 d\IE or represent all utilities located upon or no \ I �X? m4 LILAC ! `, / ''`'`• adjacent to the surveyed premiaee. — — Existing utility locations are epprox'mota \ — �_ --340- — EXISTING \ _ --J-- only. The Controclor shall field verify all 4) 4"0 \ I TRANSFORMER \� --EX. 1 " j4 P Yi utility conflicts. All discrepancies shall be \ PRUCE -- ----------- ___ � ___ R .'DR TON[ S , - I -"_____.____339_______ _______L_________ S reported to the Engineer. The Contractor F' .hall contact Dig Safe (888-344-7233) - — l ', O 4"0 I —---------------------- I ---------------------------- prior to any construction. — •. yy _ --338_________________\ .,3 S�!RUCE 2. Site Information Is based upon a field ',�.' •,, -�.. '---'-"-- �-----------'"'""--� I I survey performed by Civil Engineering OA ,•34d I I __-- --- -��, „�—.. _._�� •' \ \ •' I O I HOPE I I EX. 15" Associates, Inc. in SEP of 2013. Horizontal _ _ ; and vertical datum based on VCS NAD 83 E%. CB '14?, 33j _ _ �, I I I NV.F334.22' an4*0 d NAVD 88, respectively based upon GPS RIM-344.0' 1 "`,I •" - I `T observations performed on site during the - --•-- \ time of survey. _ _ =4 \ --- _ \?', SPRUCE 3. This Ian is not a boundary survey and is \ - ""•---___ ------ P Y Y - ___338______________ I O not Intended to be used as one. T 4"0_---339-- _ - ---___ 4. Property line information was based on a X. BMH �` OAK -__--- — — I ____ - I RIM=344.3' — -- "�.. plan entitled "Meadowland Business Park --- -'340- — _ _-_______ C �� / / \ \ _______-_ __-_-____ - \ ~ �.•___ — L _-_____ EX. E,T, OONc. Subdivision Plat", lost revised 8 27 1996, / ----__ ------ _341-_______ — — — — — _ CABINETS by Trudell Consulting Engineers, Inc. � �------- � � � — � � Recorded in Map Slide 300.3, South SSA - Burlington Land Records. Monumentation \ ti \ - _ EXISTING REC. PATH - --- -- recovered was consistent with the PROJECT BENCHMARK' _ - recorded documents. �i, -- - _________ OAK"` 4"0 SST- 4 0 < 4"0346. ..j I� ENE COR TO NC. RIM=342.61' ASS Mom.° _ -,tAPLE� \ MAP[E --- \ SITE ENGINEER: A CIVIL ENGINEERING ASSOCIATES, INC, 1oMM5FlE1DWEWIANE, SOUMBURUNOTON, 1405M ea?aa =3 FAC a01dG- l •eD:.xrr casltonn DMIINGeT © a GAC c..cszD DSM a'P-D DSM OWNER GREENFIELD CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PROJECT: LOGIC SUPPLY INC. PHASE ll EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 LOCATION MAP I wrs I��I xevmoN I t-sa-u ser/�cr. svasTm ruN EXISTING CONDITIONS SITE PLAN y RIM=342.6T \ ^' X T — — — .�_' — — ST-- EX. CB h GRAPHIC SCALE `� \W� —SS— I h ~ �� hI P T BENCHMARK NOV., 2013 RIM=339.18' EX. SMH — —SS- — — — — _ — — — — I —Ss- —I" — — — — I _ —SS- — — I -SS �l C7 F"7NC. MON.sc,u.e RIM=34,.74' MEADOWLAND DIRI VE I' EX. GB T EV:=338,6T 1^=20' \ •=' RIM=339.25' _.._ ( 1N FEET ) y / — — A I. , . rxDi. No. 1 inch = 20 n / `� ,J W— „ ---_ -___ - - 12132 C1.0 LEGEND - - - -1]e- - - - EXISTING CONTOUR I PROPOSED CONTOUR - APPROXIMATE PROPERTY LINE � - - - EXTEND PARKING — - — - — - — APPROXIMATE SETBACK LINE LOT O • IRON ROD/PIPE FOUND/SET — --- — _ El CONCRETE MONUMENT — —SS GRAVITY SEWER LINE i PROVIDE FLOATING ACCESS EASEMENT FOR _ — — - — — — --- I — — W WATER LINE . FUTURE INTERCONNECTION — —OE OVERHEAD ELECTRIC ( --- --- ---- ---- --- ---- --- --- --- ---- --- --- --- ---- -'s- O 1 — —UE UNDERGROUND ELECTRIC I 10 I — — T TELEPHONE LINE — — G GAS LINE — —ST STORM DRAINAGE LINE 1 CONCRETE CURB i CUT k MATCH E%. PAVEMENT �) Q SEWER MANHOLE ( I STORM MANHOLE THICKENED PAVEMENT SECTION. SEE SHEET 6.0 $ HYDRANT O O ® SHUT-OFF I 24' LONG CONC. CATCH BASIN ; 7 RETAINING WALL I I .Q :la t)o LIGHT POLE I I T SIGN -__- O O DECIDUOUS TREE I DUMPSTERS TREE I EW TIGHT POLE (ENCLOSED) -- ce .' CONIFEROUS (TYP 30' LONG CONC. o —-- DRAINAGE SWALE I I � RETAINING WALL I PROJECT BENCHMARK x •- I I . PLANTER 3-7 EX. PAVEMENT I I I I m o THRESHOLD I V NOTES RELOCATION OF 1 EXISTING TREES 1. Utilities shown do not purport to constitute 1 \ or represent all utilities located upon or O \ adjacent to the surveyed ls. \ Existing utility locutions oree cipopproximote only. The Contractor shall field verify oil utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. Site Information Is based upon a field survey performed by Civil Engineering Associates, Inc. in SEP of 2013. Horizontal and verticoI datum based on VCS NAD 83 and NAVD 88, respectively based upon GPS observations performed on site during the time of survey. 3. This plan is not a boundary survey and is ; not Intended to be used as one. 4. Properly line information was based on a plan entitled *Maodowland Business Park Plat, last revised 8/27/1996, Trudell by Trudell Consulting Engineers, Inc. by Recorded in Map Slide 300.3, South '- Burlington Land Records. ntation recovered was consistent with with the \ recorded documents. \ GRAPHIC SCALE RECONSTRUCT REC. PATH. REMOVE k REPLACE MAINTAIN EXISTING GRADES CONC. CURB CUT k ( D1 FRET l MATCH EXISTING PAVEMENT \ I Dice - 20 tL MEADOWLAND DRIVE R4 F96 2 4 2014 SITE ENGINEER: _0� CIVIL ENGINEEEING ASSOCIATES INC. 10M V01EDMEINLANE, SOUIHBLIFILWI0N, 1705100 a[F9M-29t9 FAK BO¢BB4-Ylll xaD ww.cwN.mn DBAEN SAL CBS— DSM APPAAVED DSM OWNER: GREENFIELD CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PROJECT: LOGIC SUPPLY INC. PHASE ll EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 LOCATION MAP BAU CYC® BN®DN 1-s-IA DBY/Ap, aPs""o P1AN E-G-IA D811/Ial, BBY® BNIDpa /OarPBNr! PROPOSED CONDITIONS SITE PLAN DATE D-C NUMBER NOV., 2013 scuE //� 1"=20 C2.O PHOI. N0. 12132 77 LEGEND I i 336 - ��,, !�-/ EX. E.T.C. ❑ 1 1 NEW DMH ;':. "------ ------- -- - - �__- RIM_341.2 1.__ +a•-`•-.__ _ -- - --------_-- �------------' ----336---- EXISTING CONTOUR _ - --- -- _�..--.r_- ______ - - "INV _------- PROPOSED __ _ --------- APPROXIMATE CONTOUR/ PROPERTY LINE ________- - _ - - r._ _ RARKIN¢ �� - -ST - T- --------------------------------------------------------- - - - - - EX. CB - - - APPROXIMATE SETBACK LINE ---- _ -� - _ - �T- "- - - - �Tj-1iDRE LO EX. 15" HOPE_W/{{g - / RIM�3S8.�T -15 HOPE - - _J5T- _ INV..4' - + O • IRON ROD/PIPE FOUND/SET---__% � --341�', - O CONCRETE MONUMENT -341-- - - ___,,-- .� ..._... _ 42- -_..�.a �_________-_ 0 338SS GRAVITY SEWER LINE �_r.D FLOK ,_____ 33 _' -336-_____ �EX. 15" C EA56NEAL7s .Y��. 3E. •-----'I37 5--- ---'- -- _HDPE INTERC6O - - W WATER LINE W/ FE -------- -- - - INV.=338.26 2.0''' / -- ---- - 1 SPRUCE - -•,F _ az ( I s) 4•r •• SPRUCE ; - -OE OVERHEAD ELECTRIC E N W 4• NEW C.O. 10 ROAD 1 / O •-•`-- -UE ELD VERIFY UNDERGROUND ELECTRIC I STING INVERT NO f " UNDER DT EXI G - T Rg TELEPHONE LINE I c \ ---_ --J - IN - C GAS LINE -ST STORM DRAINAGE LINE A I CUT At •MATCH EX. 1 / / CON6RETE CURB IfPAVEMOT I EX. PAVEMENT Q SEWER MANHOLE 1 \ '% (TYP) (TTYP-)LIGHT POLE STORM MANHOLE THICKENED / HYDRANT 1 SECTION. SEER SHEET - __ ----339 - 33 ,7 OB II' (1 �J I I,. ® SHUT-OFF 1 IP 90 24' LONG CONIC EX. CB RIM=337.49' -ST- 1 1 `EX! CB RIM-337.51' I I I CATCH BASIN OD ;1 �`, 'TC3 RETAINING WALL ; • '� _ "S39 � ` ' J f}O LIGHT POLE NEW 4" PE(2F. ` w I BC340.0.98 4 T 34 S�s� `. `\ .0 ,L1L7�C }� -340- illh HDPE ROAD\� UNDERDRAIN I , 341 wo I 1 T SIGN \ - -- ;' - ---- --------___ DECIDUOUS TREE E \11 I- CONIFEROUS TREE NEW LIGHT POLE (ENCLOSED) I I 336.3 ,CONC3. _ ' (TTP I 30!"LON I �B -- I DRAINAGE SWALE w �' 341.7 _b1 RtTAIN14.G WALL K PROJECT BENCHMARK I N I 40.2 7' _ ao g _ ;4" AIL \ F ' SPE', v 35 I I '' ll CONCRETE CURB --------"-- 1 ` 'J, I 15' WIDE CONCRETE/SIDEM U 1 I NEW C.O.,- I I 1� � 1 41.0 +341.18 b CABNE79'1 SEE LANDSCAPING-- ---------341� FOR PROPOSED NOTES - --paATION OF 3) 4-0 1. Utilities shown do not purport to constitute _ _ --1,S¶NG TREES I SPRUCE 342- or represent all utilities located upon or 0 adjacent to the surveyed premises. Existing utility locations are approximate O.C. only. The Contractor sholl field verify all (4) 4"0 utility conflicts. All discrepancies shall be SPRUCE reported to the Engineer. The Contractor ` 3 shall contact Dig Safe (888-344-7233) - -- prior to any construction. - _ •.• 2. Site information is based upon a field 6 1 4t1 survey performed by Clvll Engineering 3 Associates, Inc. in SEP of 2013. Horizontal and vertical datum based on VCS NAD 83 EX. CEI 43g� and NAVD 88. respectively based upon GPS RIM=344.0' 3� observations performed an site during the `• .• time of survey. ••• �� -�-•. _ 3. This plan is not a boundary survey and is \ not Intended to be used as one. �S 343.04• •, EX. SMH •-•' . 4. Property line information was based on a RIM-344.3' ••• plan entitled "Meadowland Business Park - \ Subdivision Plot", last revised 8/27/1996, \ by Trudell Consulting Engineers, Inc. \ Recorded in Map Slide 300.3. South \ Burlington Land Records. Monumentation N recovered was consistent with the PROJECT BENCHMARK recorded documents. NE COR TOP�6(1`C. _ %_ FI F11 \ ytiJ GRAPHIC SCALE ` \ RECONSftt u REMOVE do REPLACE MAINTAIN E CONIC. CURB CUT do i IN FEET) MATCH EXISTING PAVEMENT y I inch = 20 tL / 34 SS I 3442.66 340 6 2 _ \EX. PAVEMENT C.O. r � g IF .. 4 - E .m - THRESHOLD: 1 n I EX. SMH /5A I I SPRUCM EL-342.6T�j/ RIM=338.6' I � I N / mA' BIKE, RACK - j 1 oA = I I2"0 CRAB'& iNEY'BUI D�NG r ' /ADDITION LE _ _ -SS- EL--Y342.66 :O ANDscAHNQ I I m aTONE F F I EXISTING % RACK ) w dill I z> I I EL.=342.66' ' m 1 � BUILDING ST�ONAE I 4.0' m / I F.F. % ®O I CRAB I EL.=342.66' % I I i I I 1 N _ THRESHOLD m®r',, ' I EX. 12" PVC I w INV._335.05' EL.=342.66' .LI r� LX. 4- PVC 42.0 \ UCL : - nuN1ER INV.=336.06' RIM=337.69' 342 65 ', P NITER EX. CB , \ RIM 81 I '� •, ', \ •,-. � -342' ---- Rvc �, )Zr.* =337 341 SP I 4"0 LILAC � / .,•• - - I _ 40- _ �. - __ -_ ==J-= 3 EXISTING �/' -�li TRANSFORMER-.--EX-.-10" J40PE,-- __339____-____"_ _ ROOF'bRAIN /STONE' F 11 I (n I WV 3 49' SITE ENGINEER: C CIVIL ENGINEERING ASSOCIATES INC, 10MANSREIDNEWIANE SW,NBIAXINOTON, VTOS 3 eceau=a FAX e0?•864EE1J xae w,w.o»,coan DaA1INcex © xa ACL c>fficxEn DSM APPROVED DSM OWNER GREENFIELD CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PROJECT: LOGIC SUPPLY INC. PHASE 11 EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 LOCATION MAP ,"_,w D1TE CaBCaED ReY®ION 1-as-la asY/ACL uPDATm r1ArJ E-a1-11 OSY/ACL REVIBBU 9URLINa PoOTPRWT RUCE � 341.7 '�.- 341.7 ___ ____________ _ �_ ____ _____ 337- - 341 1 I I I W� 15S HDPE ____ ! INV.=334.22' _ �. r - � - 4.,�`� W P �...�...T...-... ...�...�, =T- _ ' - 4-0 SPRUCE �V9.4 ---` . 1 ___________• C 1 Ie L 0 Tk 5'_WIDE �. _ 338---= ___-__ I -) CONdRETE.SIDEWALK_____________ 1 - -----' 51� Wes P _ _ r ----------339------------------ - ----------------- GRADING & --34 _ INV._339.8 _____�-------------3,11L ------- -"---- -----_ - _ - _ CABINETS - _ _ ,I DRAINAGE s _ _ _ _---�_- - - g j 336- PLAN \ EXISTING REC. PATH PLAN EX. RIM_M2.61' \ASS\ OAK \ '_ - MAP MAPEE RIM_342.8T \ "• -SS- l&T x - I EX. CB - - - - ST- - - - - _ _ DATB I h rb AN., 2014 y II EX. SMH�`�" - J'•-SS- - - - - - - - - - -SS- -� RIM=339.18' - - I PROJECTftCHMARK I I�Fi REC PATH RIM=34i.74•- MEADOWLAND DIRI VE X13TNJG GRADES '-•., �� s - - - - - �, EX. CBS - - T SS s 4x4 CON ON. ELEV.=338.67' --- ar- 1" = 20' �, RIM=339.25' _ _:• i I C3.0 LEGEND ----3.18--- EXISTING CONTOUR PROPOSED CONTOUR — - - — APPROXIMATE PROPERTY LINE — — — — APPROXIMATE SETBACK LINE O • IRON ROD/PIPE FOUND/SET 17 CONCRETE MONUMENT — —SS GRAVITY SEWER LINE — — W WATER LINE — —OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC — — T TELEPHONE LINE — — G GAS LINE — —ST STORM DRAINAGE LINE SEWER MANHOLE f STORM MANHOLE HYDRANT ® SHUT-OFF CATCH BASIN ao LIGHT POLE SIGN ! DECIDUOUS TREE +.' CONIFEROUS TREE ---' '-- DRAINAGE SWALE PROJECT BENCHMARK I _ I E I - - - - - - EXTEND PARKING LOT — _ - — — — — — — — — — -_ — — —. __.. � I PROVIDE FLOATING _ 45.91 _ — — — I ACCESS EASEMENT FOR _ _ — — . FUTURE INTERCONNECTION — — - — - — I +___ ___ __ _ ____ ____ ____ ___ ___ ___ ____ ___ ___ ___ ____ _-s_ 10I � O 8 I a J c O1 I___ ___ I I CONCRETE CURB I TCH EX. pAVEMENT P�s O + + g9 THICKENED PAVEMENT SECTION. SEE SHEET 6.0 O 14.60' 24' LONG CONC. RETAINING WALL I `` 77 -20.73' �1 DUMPSTERS 16.00' 16.0, a 9'X16' NEW LIGHT POLE (ENCLOSED) _- PARKING SPACE—(TYP) 30' LONG CONIC. MR.) RETAINING WALL _ - 0L._1" PLANTER m I 0 rn o THRESHOLD I r „ 333Qiii ry EL.=342.67" I I BIKE RACK � CONCRETE CURB w/ 5' WIDE CONCRETE SIDEWALK NEW BUILDING 1 ADDITION FF TILE I EL=34342.66 60.00' s. . ' F.F. EXISTING EL.=342.66' BUILDING F.F. --- - EL.=342.66' I rya° THRESHOLD I`+ ISEE 42. RSOp• EL-342.66' LANDSCAPING pIAN R PUN ER PLAN FOR PROPOSED RELOCATION OF E%ISTNG TREES \ \ 'f- IN `4.5' WIDE CONCRETE SIDEWALK GRAPHIC SCALE \ \� RECONSTRUCT REC. PATH. REMOVE & REPLACE MAINTAIN EXISTING GRADES CONIC. CURB CUT & (TYP.) ( IN FEETI MATCH EXISTING PAVEMENT \ \ 1 lvuh = 20 f4 H I I I I I O 7 I I I EX. PAVEMENj II I I LA DSCNPING STONE O .' BIKE I B RACK DSC~ STONE ® I I I I � I I I J EXISTING REC.PATH 0 0 e e MEADOWLAND DRIVE � i z icn o I SITE ENGINEER: I C CIVIL INGINIIRING ASSOCIATIS. INC. I I 10MANSR DVIEWLNE, SOUTHBLWLMTON, VT OUM BOP-0E1-I929 FAC 90P9ELZI11 Mah.' ww.arN.mm cDP,nuG - � aesrN ACL I DSM APPROVBD DSM OWNER: II GREENFIELD I CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON I VERMONT 05403 I PROJECT: LOGIC SUPPLY INC. IEXPANSION PHASE 11 35 THOMPSON STREET SOUTH BURLINGTON IVERMONT I I I I 05403 I I I I I I I Dan cescl® uv®ION I-NIB-u DBY/aa uroat® Pun B-G-Ia DBY/a BM96D BUDDING PDOTPRM! I I �I 1 I PROPOSED CONDITIONS LAYOUT PLAN JAN.,2013 7 20' C4.0 oJ. NO. 12132 t W, E. lington EXISTING CURB TO BE REMOVED EXISTING REC PATH 345 344 - ___._._,__,___. 343 __- 342 -- NEW RECESS CURB EXISTING GROUND _ SIDEWALK WIDTH AS SHOWN ON PLANS r------------- '1 MIN. 1 5" CONCRETE SIDEWALK PROVIDE 4" TOPSOIL MIN. " a AND GRASS COVERa (CONSERVATION MIX) INSTALL EROSION CONTROL MATTING 0000°00000000000°000 0°0 o°o0o000 o0o00°0°o SWALE. STAPLE AS PER MANUFACTURERS o o°o 0 0 0 0 0 0 0 0°0°0 0 0 0 0 o°o°o SPECIFICATIONS. 8• 8" GRAVEL SUBBASE 6" GRASS LINED SWALE UNDISTURBED SOIL OR APPROVED N.T.S. COMPACTED GRANULAR FILL 8' WIDE REC PATH LOWERED 5" CENTER LINE ENTRANCE ROAD PROFILE 1/4" = 1'-O" INSTALL HANDRAIL WHERE WALL IS OVER 18" HIGH `FINISH .11 1" CHAMFER GRADE (TMP•) I rI I m I CONE SECTION OR 4'0 TRAFFIC COVER (HEAVY DUTY) FOR SHALLOW MANHOLES b-24" da° Lin 0 ?w s� oa +Q m � P 342 LEBARON FRAME & COVER LC266 TYPE C OR EQUAL ADJUST TO MEET FINISH GRADE. —SET FRAME ON FULL MORTAR BED & SEAL JOINT ADJUST TO GRADE WITH CONCRETE RISERS — POLYPROPYLENE MANHOLE STEPS O 8" O.C. —WATERTIGHT JOINTS USING MASTIC OR RUBBER GASKET — COAT EXTERIOR OF ENTIRE MANHOLE WITH A WATERTIGHT SEALANT (2 COATS) MIN HDPE PIPE (SEE PLAN FOR SIZE) JM SEAL VAIN HYDRAULIC CEMENT MORTAR, OR GASKETED FLEXIBLE a"„c WATERTIGHT CONNECTION a jg 3"J 2" METAL SLEEVE a o EXPOSED CONCRETE WALL (12" EMBEDMENT) (OPTIONAL) UNDISTURBED 12" MIN. w SHALL HAVE A RUBBED SOIL OR ROCK 7—T m 3 SURFACE rc 6" MIN. CRUSHED a 2" CLEAR BACKFlLL w/ 3 PRECAST CONC STONE BEDDING PAVEMENT FREE DRAINING POURED IN PLACE BASE C. GRANULAR o. secnoN MATE MATERIAL TYPICAL STORM MANHOLE J5 O 12" O.C. #6 BARS O 12" O.C. w c TOP OF CURB (SEE PLAN FOR TYPE OF CURB) END TRANSITION SLOPE BEGIN TRANSITION FACE OF SLOPE CURB , 2 7 L F1" 9-#4 BARS 3" CLEAR #5 BARS O 12" O.C. FINISHED GRADE OF SPACED AS I ROAD PAVEMENT SHOWN 5'-0" TRANSITION CURB RETAINING WALL SECTION N.T.S. NTS NOTES: 1. EXPANSION JOINTS SHALL BE PLACED EVERY 100' AND SHALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL SIDEWALK DETAIL N.T.S. 3 1/4" BITUMINOUS CONCRETE PAVEMENT: 1 1/4" TYPE IV FINISH COURSE 2" TYPE II BASE COURSE `—COMPACTED SUBGRADE----_ STABILIZATION FABRIC MIRAFl 50OX OR APPROVED EQUAL TYPICAL PARKING LOT SECTION (FOR AREAS WITH NO TRUCK MOVEMENTS) N.T.S. 4" BITUMINOUS CONCRETE PAVEMENT: 1 1/4" TYPE III FINISH COURSE 2 3/4" TYPE II BASE COURSE FINE m7" 11 AOTASPECU704.04VEL OR II2-OCRSSHCED7GRAO.OVEL COARI --COMPACTED SUBGRADE----_ STABILIZATION FABRIC MIRAFl 5DOX OR APPROVED EQUAL TYPICAL ROADWAY SECTION (FOR AREAS WHERE TRUCK MOVEMENTS OCCURS) N.T.S. TOP COURSE BITUMINOUS CONCRETE PAVEMENT BASE COURSE BITUMINOUS CONCRETE PAVEMENT ° 00 oE000 ^o ^o^o ^mauawan ��CRUSHED GRAVEL BASE° I 0 0"0"0 0 0° c c BANK RUN GRAVEL SUB BASE MATERIAL CONCRETE SIDEWALK 0�5" °o°o°oPo9o4 8 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. CURB_w/SIDEWALK DETAIL N.T.S. MATCH DITCH CULVERT & END SECTION SECTION MAN' A TYPE 11 STONE FILL 3 � 1 3. A 5" MINUS CRUSHED _< STONE FILL (8" MIN. THICKNESS) CULVERT END SECTION A STABILIZATION FABRIC 7CONTINUE STONE MIRAFl 50OX OR FILL IF REWIRED APPROVED EQUAL END SECTION DETAIL N.T.S. f CONCRETE FLOOR SLAB CRUSHED GRAVEL � SAND LAYER J. STABILIZATION FABRIC 3/4" WASHED STONE MIRAFl 50OX OR 2. APPROVED EQUAL MIN 4" PERFORATED PVC PIPE *SEE PLANS FOR O FILTER FABRIC MIRAFl INVERT ELEVATION 14ONS OR APPROVED 18" MIN. I EQUAL FOR UI NDERDRAIN 1 *SLOPE ALL PIPE TO DRAIN O 1% MIN. TYPICAL UNDERDRAIN SECTION (BUILDING) N.T.S. PAVEMENT �o � c o0 oop00� Dopoo CRUBHED GRAVEL Q popp 00 0 o pogo p poop I BANK RUN GRAVEL STABILIZATION FABRIC 3/4" WASHED STONE MIRAFl 50OX OR 1. APPROVED EQUAL MIN. 4" PERFORATED PVC PIPE *SEE PLANS FOR O FILTER FABRIC MIRAFl INVERT ELEVATION IALJ14ONS OR APPROVED 18" MIN. I EQUAL F" FOR UNDERDRAIN , s SLOPE ALL PIPE TO ' DRAIN ® 1% MIN. TYPICAL UNDERDRAIN SECTION (DRIVEWAY) N.T.S. SITE ENGINEER: i CIVIL ENGINEERING ASSOCIATES, INC. IOMM'SRHD WEWLINE, SOIDHMNILNGTON, VT 054M EOPAM- 3 FAX' 902dM-Yl)f •eb. ww.cwH.can DRAEN SAL DSM APPROVED DSM OWNER GREENFIELD CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PROJECT: LOGIC SUPPLY INC. PHASE 11 EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 SITE DETAILS NOV., 2013 �e DxRR 9L'ALE AS SHOWN C6 •O pRoj Nu. 12132 r�. � � coNiTRa y INSTALI \ / CULVQjT MEADOWLAND DRIVE I I —ST_ I I I I I I -338- SITE ENGINEER: C CIVIL ENGINEERING ASSOCIATES INC. 10NANSRELD=LANE, SO11,IH&H-JDTON,VT064M eosexzszv F.ur sDsae,-an �.ae.w.w.waaca. DTmm DEAIIN ACL DSM 1PPROPEn DSM OWNER: GREENFIELD CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PROJECT: LOGIC SUPPLY INC. PHASE II EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 0—. ►�� EROSION CONTROL MATING 13 CD MLET PROTECTION AND SILT SACK OW STONE CNECK DAM x--x SILT FENCE —•---- — CONSTRUCTION TAPE CONSTRUCTION FENCE n�TE c�c® EEv®IDx I-E9-14 I DSM/AM UPDATED PIAN !-U-14 1 DEM/1 EEP18® EUDDDiG .00iPEDPP EPSC PLAN - - - - - --REV077"m,ry 7IL�-, DATP - - -.1- N„xD.x JAN., 2013 FEP ,zX s C7.0 1"=20' '7St Of ,.,, r T.. / 12132 Introduction This project is subject to the terms and conditions of the authorization from the State of Vermont to discharge construction related stormwater runoff. Coverage under the State Construction General Permit 3-9020 la required for any construction activity that disturbs 1 or T of land, ar i, part of a larger development plan that will d.rturb t w more acres. This project has been deemed to qualify as a Low Risk Site which is subject to the erosion prevention and sediment control (EPSC) landanot set (or in the Stale of Vermont's Low Risk Site Handbook for Erosion Prevention and Sediment Control The following narrative and Implementation requirements represent the minimum standard for which this site is required to be maintained as regulated by the State of Vermont. Any best management practices (BMP'a) depicted an the project's EPSC Site plan which go beyond the Handbook requirements are considered to be Integral to the management of the site and represent components of the municipal EPSC approval for the Project which shall be Implemented. The EPSC pion depicts one snap shot in time of the site. All construction sites are fluid in their day to day exposures and risks as it relates to minimizing sediment loss from the site. It e the responsMity of the Contractor to Implement the necessary III to comply with the Low Risk Handbook standards outlined on this sheet based on the Interim site disturbance eonciltlons which may or may not be shown an the EPSC Site Plan. Specific BMP's which are critical to allowing the project to be considered a Low risk site Include the Items checked below: • Lmnl a,..mavmmeisMrwd mnhmwo mroe«leesm.m on, nine. • any ashell De a nw:imum of r mmecub a dye . d iole- eenh mposuro in eM1Y kxxaon.. al bmpore so inert c e..1 on b in an v l ill KThis. prolate le m tlbmdr lase then Nro eons of doll win an erodibillN tk9lwr Man Unlit h • 5%. the Dctmiesoil tlbluMnce m less than biscree with withelope. g,eamr Men B%. This project b u lhorized to dbmN up to 1.6 arm 1. Mark Site Boundaries Purpose: Mark the site boundaries to identify the limits of construction. Delineating your site will help to limit the area of dist.Mince, preserve existing vegetation and limit erosion potential on the site. How to comply. Before beginning construction, walk the site boundaries and flag trees. post signs, or Install orange safety fence. Fence is required an any boundary within 50 feet of a stream, lake, pond o wetland, unless the area Is already developed (existing roads. buildings• etc.) 2. Limit Disturbance Area Purpose: Limit the amount of soil exposed at one time to reduce the potential erosion on site. Requirements: The thorizatlonittedtodisturbance dis harge. Only ls specifed an the theacr age list d all written on the author@otlon farm may be exposed at any given time. How to comply. Plan ahead and phase the construction activities to ensure that no re than the permitted acreage Is disturbed at one time. Be surto properly stabilize exposed soil with seed and mulch or who: ion control matting before beginning work in a new seelion of the she. 3. Stabilize Construction Entrance Purpose: A etabllized construction entrance helps remove mud from vehicle wheels to prevent tracking onto streets. Requirements: If there will be any vehicle traffic off of the construction site, nu must install a stabilized construction entrance before nabruction begins. How to Install Rock Size: Use a mlx of 1 to 4 Inch stone Depth: 8 Inches minimum Width: 12 feet minimum Length: 40 feet minimum (or length of driveway. If shorter) Geotextlle: Place filter cloth under entire grovel bed Maintenance: Redress with clean stone as required to keep sediment from tracking onto the street. 4. Install Silt Fence Purpose: Silt fences intercept runoff and allow suspended sediment to settle out. Requirements: Silt fence must be installed: • on the downhill aide of the conatructlan-tivitiea • between any ditch, .-I.. storm sewer Inlet, or waters of the State and the disturbed soil • Hoy balsa most not be led m lidknent barrels due to their tendency to degrade and fan apart. Where to place: • Place silt fence an the downhill edge of bare will. At the bottom of slopes, place fence 10 feet downhill from the end of the slope (If apace Is owilable). • Ensure the silt fence catches all runoff from bare soli. • Maximum drainage area is X( acre for 100 feet of silt fence. Install silt fence across the elope (not up and down 1,11I91) • Install multiple row, of will fence on long Mlle to break up flow^ • Do of install silt fence across ditches, channels. or stream. or in stream buffers. How to install silt fence: D'g a trench 6 inches deep across the slope Unroll silt fence along the trench • Ensure stokes are on the downhill aide of the fence • Join fencing by rolling the end stakes together Drive stakes in against downhill aide of trench • Drive stokes until 16 Inches of fabric Is In trench Puall fabric into trench; spread along bottom • FlII branch with soil and pack down Maintenance: • Remove accumulated sediment before it is halfway up the fence. • Ensure that wilt fence Is trenched In ground and there are no gap.. 5. Divert Upland Runoff Purpose: Diversion berms intercept runoff from above the construction gilts and direct it a and the disturbed arm. This prevents clean water from becoming muddied with soil from the construction site. Requirements: If stormwater runs onto your site from upslope area, and your site meets the following two conditions, you must install a diversion bean before disturbing any soil. 1. You plan to have one or more acres of soil exposed at any one time (excluding roads). o 2. Average elope f the disturbed area Is 20% or steeper. How to install: 1. Compof the berm with a shovel o earth-movin equipment. r 2-Se eand mulch berm or cove with erosion control mating immediately offer installation. 3.Stblize the flow channel with seed and straw mulch or erosion control mat ling. Line the channel with 4 inch stone if the channel elope le greater than 20K 4.Ensure the berm drains to an outlet stabilized with riprap. Ensure that there is no erosion at the outlet. 5.The diversion be shall emain In place until the disturbed areas are completely stabilized. 6. Slow Down Channelized Runoff Purpose: Stan, check dams reduce erosion in drainage channels by slowing down the atormwater flow. Requirements: If there e a concentrated flow (e.g. In a ditch or channel) of stter on your site, than you must install elane check daor wame. Hay bales must not be c used as heck dams. How to install: Height: No greater than 2 fast. Center of dam should be 9 inches lower than the aide elevation Side slopes: 2:1 or flatter Stone size: Use a mixture of 2 to 9 Inch alone Width: Dams should span the width of the channel and extend up the aides of the bank. Spacing: Space the dams so that the bottom (toe) of the upstream dam I. at the elevation of the top (crest) of the downstream dam. This .pacing is equal to the height of the check dam divided by the channel slope. Spacing (in feel) : Height of check dam (in feat)/Slope in channel (ft/ft) Maintenance: Remove sediment accumulated behind the dam as needed to allow channel to drain through the stone check dam and prevent large flows from carrying sediment over the dam. If significant erosion ac um between check dam., a liner of stone should be installed. 7. Construct Permanent Controls Purpose: Permanent stormwater treatment practices are constructed to maintain water quality, ensure groundwater flows, and prevent downstream flooding. Practices Include detention ponds and wetlands. Infiltration basins, and stormwater filters. Requirements: If the total Impervious• area on your site. or within the common plan of development. will be 1 or more acres, you must apply for a State Stormwater Discharge Permit and construct permanent stormwater treatment practices on your site. These practices must be installed before the construction of any Impervious surface.. How to comply. Contact the Vermont Slormwaler Program and follow the Storequirements rmwoter Management sin e Vermont loe tan errt Manuel. The ament Manuel Is available a vow.vinoterqualily.org/atannwat-litm -AnI-w-vow surfs.. 1, a prude surface. Including, but not limited to, paved and ulpavetl road•, parking ar roofs, arlvewaye, and nilkiwne. from which precllutallon mPoeoff rather than mmtrme.. B. Stabilize Exposed Soil Purpose: Seeding and mulching, applying erosion control matting, and hyd to andmattin g 9 proat hbiloselst g prof ct thesoil surfacewhile ggrrasss is establishing. Requirements: Al areas of disturbance must have temporary or permanent stabilization within 7, 14, r 21 days f initial disturbance, as staled in the project authorization. After this time, any disturbance In the area must be stbllized at the and of each work day. The following exceptions apply. • Stabilization is not required if earthwork is to continue in the ara within the next 24 hours and there is no precipitation for cast for the next 24 hours. • Stabilization to not required If the work Is occurring In a self-contained excavation (i.e. no outlet) with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches). All areas of disturbance must have permanent stabilization within 48 hours of reaching Mal grade. How to comply Prepare bare sell for seeding by grading the lop 3 to 5 Inches of soil and removing any large rock. or debris. Seeding Rates for Temporary Stabilization April 15 - Sept. 15 - - - Ryrgrasw (annual or perennial: 20 Iba/acre) Sept. 15 - April 15 - - - Winter rye: 120 Ibs/acre Seeding Rates for Final StablIzatlon: Choose Seedb Aster ®rPmel Bteblemtbo: lawsh o eem Verbt Poelmsv Poe110ape Bka.mot oerou i,erPwee as sl ass cis®wweka.bver t W r.D Pa.awe rneees o.ss or Radio 1-Mixi3 emh of Aopw and Pardee OA ].d Po•. of BWmot and LS Poe. wtke cbverp«min Mulching Rate. April 15 - Smt.15 -- Hay or Straw: 1 Inch deep (1-2 bales/1000 a.f.) Sept.15 - April 15 -- Hay or Straw: 2 in. deep (2-4 bales/1000 m�.) Control Matting As per manufacturer's Instructions Hydroseed As per manufacturers Instructions 9. Winter Stabilization Purpose: Managing construction sites to minimize erosion and prevent s olknent loading of waters Is a year-round challenge. In Vermont, this challenge becomes even greater during the late fall, winter, and early spring months. 'Winter construction' as discussed here, describes the period between October 15 and April 15, when erosion prevention and sediment an trol le significantly more difficult. Rains In late fall, thaws throughout the winter, and spring melt and rains can produce significant flows over frozen and saturated ground. greatly increasing the otenU,I for wosion. 9r 9r Y ^ 9 D Requirements for Winter Shutdown: Far those projects that will complete earth disturbance activities prior to the winter period (October 15), the following requirements must be adhered to: 1. For areas to be stabilized by vegetation, seeding shall be completed he later than September 15 to ensure adequate growth and cover. 2.If seeding is not completed by September 15, additional -vgetalive protection must be used to stabilize the site for the winter period. This include. use of Erosion Control Matting w netting of a heavy mulch layer. Seeding with winter rye is recommended to allow far early germination during wet spring conditions. 3. Where mulch is specified, apply roughly 2 Inches with an 80-90X cover Mulch should be tracked in or stabilized with netting In open arena vulnerable to wind. Requirements for Winter Construction If construction acUvitio involving earth disturbance continue past October 15 or begin before April 15. the following requirements must be adhered to: 1. Enlarged access points, stabilized to provide for snow, stockpiling. 2.1-1mits of disturbance moved or replaced to reflect boundary of winter work. 3.A snow management plan prepared with adequate storage and control of meltwater. requiring cleared sin w to be stored down slope of all a of disturbance and out of stormwater treatment stmeture,. 4.A minimum 25 fool buffer shall be maintained from perimeter controls well a, silt fence. 5.ln areas of disturbance that droll to a water body within 100 feet, two rows of silt fence must be installed along the contour. 6. Drainage structures must be kept open and free of snow and Ice dame. 7. Silt fence and other practices requiring earth disturbance must be Installed ahead of frozen ground. e. Mulch used for temporary stabilization must be applied at double the standard rate, or a minimum of 3 inches with an 80-90% cover. 9. To ensure cover of disturbed soil In advance of a melt event, s of disturbed eon must be stabilized at the end of each work day, with the following xceptlon.: • If no precipitation withn 24 hours is forecast and work will resume In the some disturbed area within 24 hours, daily stabilization is not necessary. • Disturbed areas that collect and retain runoff, such a, house foundations or open utility trenches. 10. Prior to stabNlzatlon, snow or Ica must be removed to less than 1 Inch thickness. 11. Use stone to stabilize areas such as the perimeter of buildings under construction or where construction vehicle traffic Is anticipated. Stone paths should be 10 to 20 feet wide to occom madate vehicular traffic. 10. Stabilize Soil at Final Grade Purpose: Stabilizing the site with owed and mulch or eosbn control matting when It reaches final grade is the best way to prevent erosion while construction continue:. Requirements. Within 48 hours of final grading, the exposed soil must be seeded and mulched or covered with erosion control mating How to comply. Bring the site or sections of the site to final grade a soon a' possible after construction is completed. This will reducethe need for additional sediment and erosion control measures and will red co the total disturbed area. Far seeding and mulching rates, follow the specifications under Rule 8, Stabilizing Exposed Soil. 11. Dewatering Activities Purpose: Treat water pumped from dewotedng activities so that It is clear when leaving the construction site. Requirements: Water from dewaterIng activities that flows off of the construction site must be clear. Water must not be pumped into storm sewers, lake., ar wetland: unless the water I, tear. How to comply Using sock filters or sediment filter bags an dewatering discharge hoses or pipes, discharge water into sit fence enclosures installed in vegetated arms way from waterways. Remove accumulated sediment after the water has dispersed and stabilize the area with seed and mulch. 12. Inspect Your Site Purpose: Perform site inspections to ensure that all sediment and erosion control practices are functioning properly. Regular inspections and mainbenance of practices will help to reduce coats and protect water quality. Requcremirts: Inspe t the site at least once every 7 days and after every ralnfall or snowmat that results in a discharge from the site. Perform maintenance to ensure that practices are functioning according to the specifications outlined in this handbook. In the event of a noticeable sediment discharge firm the construction site, you must lake Immediate action to Inspect and mainlaln existing erosion prevention and sediment control practices. My visibly discolored stortnratw runoff to raters of the State must be reported. Forms for reporting discharges are avalable at: www.vtwatwquality.org/stormwater.htm NATIVE MATERIAL CONSTRUCTION FENCE DETAIL N.T.S. PLASTIC ORANGE CONSTRUCTION FENCE END POINTS "A" MUST BE HIGHER 0.35 m/m OR FLATTER THAN THE FLOW LINE POINT "B" FLOW LINE SLOPE 75mm (3 in.) MIN. COURSE ROCK A A A FLOW cm e (2 ft. MAXIMUM) IIIIII MINIMUM DEPTH OF COURSE - 'III 15cm TO 45cm ROCK PLACED IN CHANNEL (0.5 TO 1.5 IT ROCK SET IN 10cm FLOW LINE IS 15cm (0.5 ft.) DIFFERENCE (4 in. MINIMUM) TRENCH SIDE VIEW FRONT VIEW DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2% OR GREATER ROADWAY gig fpm FILTER FABRIC SECTION A - A \ SANDBAGS OR SPILLWAY NOTE: USES DRAGS OR OTHERAPPROVED METHODS CONTINUOUS BERM OF TO C ANNELZER RUNOFF EQUIVALENT HEIGHT BASIN AS REQUIRED. \ I SUPPLY WATER TO WASH WHEELS IF NECESSARY niff o a 0 m DIVERSION RIDGE 12' MIN PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. STABILIZED CONSTRUCTION ENTRANCE N.T.S. POSTS 1. SET POSTS AND EXCAVATE A 4"XS" ANGLE 10' TRENCH, SET POST UPSLOPE FOR DOWNSLOPE. STABILITY AND SELF CLEANING 100, 2" MIN. 6 1_ 3. ATTACH FILTER FABRIC TO THE WARE FENCING FILTER AND EXTEND IT TO FABRIC THE TRENCH. 2. STAPLE THE WIRE MESH FENCING TO WIRE POSTS. FENCING 4. STAPLE THE WIRE MESH FENCING TO END POSTS. COMPACTE BACKFILL INFILTRATION SYSTEM SECTION N.T.S. 0-50 DOWNSTREAM FLOWUNE SLOPE OF STRUCTURE (m/m) OF ROCK (MM) 0.35 0.30 0.25 0.20 0.15 0.10 MAXIMUM WATER DEPTH OVER ROCK min 150 30 36 41 50 66 100 PLACE DOWNSTREAM STRUCTURE SUCH THAT POINT "B" IS APPROXIMATELY LEVEL NTH THE LOWEST GROUND ELEVATION OF THE UPSTREAM STRUCTURE ,ell STONE CHECK DAM STRUCTURE N.T.S. TEMPORARY SEEDING & MULCH OR NETTING SILT FENCE OR HAY BALES INSTALLED ON DOWNGRADIENT SIDE TEMPORARY STOCKPILE DETAIL N.T.S. FABRIC TO BE 10OX OR APPROVED SPACING 36" MIN X 2 WOOD .5' METAL POST 1p' x 10' 12" MIN. 1. INSTALL MIRIFI ENVIROFENCE, OR APPROVED EQUAL OR AS DETAILED HEREIN. 2. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE. THIS INCLUDES ALL FILLED OR UNPROTECTED SLOPES CREATED DURING CONSTRUCTION, NOT NECESSARILY REFLECTED ON THE FINAL PLANS. CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE. REMOVE SEDIMENT WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE. SILT FENCES ARE TO BE MAINTAINED UNTIL SLOPES ARE STABILIZED. yy�, 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJYINEACH OTHER, THEY SHALL BE OVERLAPPED BY 6". FOLDED AND STAPLED. SILT FENCE DETAIL N.T.S. SITE ENGINEER: C CIVIL ENGINEERING ASSOCIATES, INC. 1OWME1D14EWLAW SOUTHRMILINGTON, 11TOW aOPdee.2�9 Tax: Bag2a 11 wee: - -- SAL D M APPROVED DSM OWNER: GREENFIELD CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PROJECT: LOGIC SUPPLY INC. PHASE ll EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 ' DATE 'C86CRDI AEy1610N 1-1{-t{ DBM/ACL UPDATED PGN EROSION CONTROL DETAILS AND SPECIFICATIONS .A. pRA . NU1®ee NOV., 2013 A AS SHOWN C7.1 esoz. No. 12132 SECTION 02110 SITE CLEARING PART 1-GENERAL 1.01 SUMMARY A. Section lmluds.: 1. Roo, decembris 2. Clear sib of plant Ne and grew 3. Remove been and ahnbs. 4. Remove mot syrd,m of trues and ehi PART2-PRODUCTS Not used. PART 3-EKECUTION 3.01 PROTECTION A. Protest meta. Mat remem from tlamalle. B. Pmtec treed, plant growth, and features designated to ,mein as final bnd.mping. C. Protect beach mark, had 1.1111.9 WrItu,e hold whosis or dleplaument. D. Use maam nem.ary W prevent dust becoming Is nuWnce, m Me p,bll, to mighnom and to other work balm, Performed on or men Me alb. E. Malmoln acceaiim the ew el el time.. 3.03 CLEARING A. Clear amen required ear limes. to she and execution of Work. B. Remove time, and shrubs wlMin anus lie indicated on Me linos Remove strai mob eM tap mom and oMa projects- 1 W a mm greater M i etrx 6exmva to 2'' below the bd surfaces in cut am. end 2'-0' below the ssponed 1.9- in fill atom. 3.03 REMOVAL A. Remove dmi rock, and umnsc ad plant lib from apt. B. The C, "i anall coordinate Work with Me Engineer and Own, b establishing wimbb rear within the propemy limits an depuitim debtor, room and andmosol plant Ho. The Contactor shall be roaporri for back filling (cappin,) end gmdhg ell wrote .deans 3.04 UTILITIES A. Ccodinefa with tally companies ad age- as requhred. END OF SECTION 02110 SECTION 02010 MAINTENANCE AND PROTECTION OF TRAFFIC PART 1 -GENERAL 1.01 DESCRIPTION A. The Contactor ii mainbin tafic in to project area m the weamaion of Me Come, anti Oe Erglneer. Thle would rypwlly man allowable shot dun.n (1520 mindes) mmruptlone and fWlday closure on brldpe Installation M necessary. Am. by emegency wN.1as mat M allowed at any time of to tlry. The ContraWr will be re ponsibb to fai bemll end mbcste cnameluaW tie bto n bane, sa requ red 1u plead belt, wkramen and w ei n ,we be ft sob spore ility of The Cmbecfer to keep the Lod Aga,rise (actudon, but not Ilmned to Town Highway Depenment Poll. end Flm Dome -to) pm+wmW at bend 72 laure in advanm of changes in traffic Stearns due to rack-k n of power- wIdMa or cketh, of at-.. The ConeW, shelf supply. Install, mamtele. eajue, move, relocate, and atom al eg., .ulfnbly Ilghted benkwea, bemc cones and traffic tlell, ne ear as hawary ceto carry out Me Iamc rostlng plan and mainbin whi,Wwr and padwbon traffic. al 01 Ma work shall eet mto radearmo nm of Lod Agencies and Me Owner. B. The Come-, i all furnish, light, soil maintain ouch sign. a may be directed. a maybe scary W Ms sera regulation, or a memanu of tramc Seat ages will be e specmed, they phi be sdeqwb ter cos rl, um n, whry end mmml wa m IlphConheade ahait d.- erect end meinsin auiteby malted bemiraden, . arc Ianb eb., de needed, .a directed in Ddsr m map pwpN, animals and vdicbe.m.mwlionn, kbeaaea, etc. The ConhaWr may be ,pubes ro empty h.mcmen and rake oiler such "esonele means or rem a-hic es ins Owner may tilt.., ed as maybe needed a prevent damage rt Injury m persona, his co a, or other propenY, and m minlmea Me Incomenbnce end dent, m the public by his conetructlon opentlom. The Contractor Snell cone his omup.i of public or bevebd ways to fa emahbst apace cmmp.1i wnh fie el6cbnt I. w% whonermnce of t, weak bentemphabd by to contra. C. The Conl,cmr shall observe ere abet all taut snd sold lawn. odinancee. regulatlene area wrtnib ecw PIi0 , trdafion lralfim the obstruction of stream and hghwew. keact p.sepewaw kpen and mbctlntraffic,wan toes may be danger hem at mmm Lon es. D. Suitable hban IigM1fatl bert, or luis.tie dee shall be fumd W CDntraWarea put put up eM maintainedat all time, during Me night or daytime, around all open ditches benches, in,cow-he or other work potentially weg,ros, to aamc. Such be taboales Mat he on W 2It by 8 Inch ea.on lumber, wmrMNnd y euppmd el ad at bard 3 feel hgh abm, to ground. Baricedes onto be placed on all aide, and MrkwhInA Me sobs length and lonesome of all own d tined, tromhe, e.tv,ione, or ether wkb which must he burned to the general public. Barbados shall M propery pointedto Me somm n of the Comer in oda to realm a hmgh degree of moltelly to whicumar pedeetrmn tramc. E. Sudebl, light. banlca um..It be defined as banitde , Ili by neonate In amoName arm tla wreBreph or oth, lahtlnp m,tlada approvetl by Me Owner k Ibu tlt,wl. FW.n shell to pacetl a e me entl, Ienow of Me fee tons directed, ct Inmmrd m grater then 8 ear, muter pr ranter. Fbs.re.hellbe 70toower 120 flesh., par i enM ea llghtunb oflighkmshell pmdtle g hot ent light ham ce t 120.aahan par mauls, wit to pemnd of urI, Thsr aMetm tot le. than 25 percent of each enaft 12 a re,awens 1-1 Tm dow-d T. emNlad tl ng dell u yellow In color and Sae Then 11 mum htrlea. The inew o fbb light om dellbebfI emuphm thcoit ,do, r 11m during isloon: ofd,kng a eltfminimum dlstence of S00 bet hold the unit untler old or more tlirectlens, tie foregoing elmGflcetione shell apply 10 degree, or more m the seat and 5 diagram or more aIe and bare, to photometrk.b. F. T. Coneys- anall fumid and -mly fission .helm, unlit to agm, hertka0es, eM other objects In such numbem end ter each Ieny1. of lime . am required br Me mar anion du and l no,,on of between in, n a at red Enginwr may oMer. Tree dasher earl be In opemibn during col hkurs .nalb aueet end wnlse, and dung M.h. of low vfroutl m Tree. coney Contractor mall malnam, robmm and kwnb berrirtdu and Aeenem mmm.W Me Ice If Ms contras. Should This Contractor or his employee. neglect to set out and -,hWin bendable. or lights, as rwulem In Mee, epeGficelbn., the Owner Immadlably, and without notion, may mmieM1, imam end malnab barricades or light. The mat hold any er o ed due or to become dud In the Contractor under Mb .rented. G. if fine Cantraake, op,m.a he or occupwY of any m Ow dreat or highway, or unawn eudeta rem, any .n... being maidenned intention, Me Combeclor et ineaM tie removal wndlrg of snow or ice by the public euthomae or adjoining tend owners, In an Ordinary ear with regular highway equipment, Me Contractor shell be required to perform such ervke for Ma WUIk aahontiet kr adjomin9 owners wMlwut Wgla. 1I. Comacfor eao m do an. he abet desnburw Me .0 mmkntlea or adjoining owners ter an, additional mat to Mount M dolor own work occasioned by condpbm ,doing from Me Conbecmr's omretlum, mummy, ar eech.ureads. tZ.1m, w1M any demure to the equipment of Bald bosom by taw mnditlona, or Wilde DI arty mrtiae fa tlemapa or inlury or low by reason o/ailus m remove snow a Ito a b was icy ems under Rae mnditlona.mey be H. The Canbecmr eaM be rwpeml W ter replaam and inasallirg any ammo tralAc Sam el m additional met m tie Cowmen. ua I. Th, Preceding am minlmure mquiremena for the mam intenm and protection of traffic aunm to comtruetion ame pmjea. If the Ccebaebraame tlat arkabi l davit. a, ,qubed, they WII be inelalbd after conlacting t Own,. END OF SECTION DM10 SECTION 02203 ROCK AND BOULDER EXCAVATION PART 1-GENERAL 1.01 SUMMARY A. Work InGudetl: Fumbn all labor end equlpmenl reputetl ter excewtbn, tlisposel aM mu""', -and boWden. B. Conbecbn,hell keep accurate mcod of rack remove' for powibb increase or decease in quantifies offered, team llm en which the Bow Bid is board, at follows: 1. Maw rock ramowl of cubic yard.. 2. Trench rock rammal of 2 cubic wim, 1.02 DEFRATIONS A. Rock e,cm.t,, small mean rock which require, br as removal drilling aM blasting, wedging, Uedginp, or baMnp. B. Scuttle, a nowmacn Mall mean bootie. old cak wd in volute ar kI wn- can be exrtveted WMout mooring to b ftU 1.03 QUALITY ASSURANCE A. Qualifications I. Swank SMvey Fbi The conyyse, ep,ri.11o g M m amb a p eaM a minMem a five (5) years documented expaMr.e. 2. ExpbsNe Fin: The compsrry.peclallzim 1, sopleskres fordlembgntbn of rock with a minimum of No (6) yeare documented experbrra. B. Ragulamry Rey4remerh: m dlini mwplo Wd cotla earexplosive dislreepmtlon of rod, milm NFPA 195 ter handling expbehe matesab. 2. rs ell necewabr ought to hold autorllae is eta Sbfa end Indent) hevinplumudictbn bete, expbehrea ere brought m the aim or drilling b started. C. Additional Re mberma b: 1. Two during a boomy worklnp contlnmua,mdlm end,mopnaphe a1W be in open.n al ao tiduring1. NaMne weak. 1.04 STORAGE q. Them a.n be m memigll amrage d expbeNes et to ndle. 1.05 SITE CONDITIONS A. Bla,tlrg Lope and Recode'. For each ble ing even, maintain acmrele mood, wh'L fabubte..s a mlmmmm, dab, hob numbs", depth, bromor, mud exlsbor a sh ght In Me blw, -in- sipbaNe weight p, delay (or ths..of..- weipm In eM t bal hob and gas dumigmibn of the dndey up mad). end subsurbu mebrim encountered during dmllim. 1.06 SCHEDULING A. Dnllwg olmmlbm snap tea mndlctsd MondsY thromh Fndsy, tom ]:DO AN. m 4dM P.M. B. Blasting opeation. shall be conducted Monday phi Friday, from SOD A.M. m 4:130 P.M. C. Nowcrdion'. in Nary a of all pt,M owner and rosidenb (wlthm bbWsn a ndmk nd. lT) drys In adveme of all anncipeled bl.tlnB owratrona. Expsaln bWtlnp anti ebmk kper,tion and echeule. PART 2-PRODUCTS 2.01 MATERIALS A ExpbaN. mubdal, ,hall be in coaormance with NFPA 495. B. Explosives, Delay Device and Blast MabhelB: Type recommended by ewhosNe Ism foibwmg ani eurwy and rewired by authodaw Haring jala ked. and In accordance eaM Me NFPA 495 code. PART 3 -EXECUTION 3.01 EXAMINATION A. PwBbal Sunny and Sib Examinstbn. 1. Conduct a pro -bleat survey on ell adjacent building, and IndMdel water sy,tem, wlthln a dlebn6m ce of 1,Net. The survey shall Induar pkdu as and tote$ of all sIgm of dbheas In me building, and a dfiu.n of gushy and quantity of water In al Iessith el water systems 2. Vsrly alb mnditbm end note eN wow"lat I"repuladlb, whlM may aRatlam/werk hemnong b tlrg. 3. trendy required from, lowest, contour and d.mm. 4. Obbin a seismic survey finer ro rack eauvetikn m debnmine muimum c.glw mat un be used without damaging adjacent propenaa, am, won, or elating ailltbs. Bs WM1en brit rock a boulders ae enmunternd. Oro mate.l.lall be urxmwnad and ma Enpnar neit,al The Engineer will sake croeaaecfion of the bdpe took alface. if Me Cont actor uncover lecge but mile to notify Me Empress, and atlew, ampb time In, e-dloning Me danumed mammal. 0. Contractor Man hew no no naMal<Wm to any em classification other Man that.aowed by Me Engineer. C. 11..arege end area mmod .nest be used in the commlalen of the wlwms wnsm , poardbb. 3.02 LIMITS OF EXCAVATION IN ROCK A. EswwWn m rock ..It be performed, unless ofherwae connotes, so Mad m absorb ..h tone wMln .1 glares 6I-se, ouakle of Me --m or. a- on Me Disheri In trenches, Me rack ahri be removed toa point a I- below tie und,ade of the bawl of cos pip being told morale, unlew amemiw shown on Me Plain. Whom canton le cort ed bebw the above-debrrelmd links, the mdllmnal emm shall be hated of the Contractors expense wish additrond ckmmea or oMer eebcood nominal, . dvecbd by the Engine,. B. Cenceb pavamenl m be extvetetl e.11 be cut in a Sue Ilea flusn eaM The Ilmia of I. exmvatlon and the acgea shall be i dequamy protected. 3.03 ROCK REMOVAL BY EXPLOSIVE METHOD A. Unless omonMe indks0etl. the rock peY limits ..It be limited to Me blowing'. 1. Two bet o,aid, of wm,t, work ter whkh brow ea re teem, except fo di gs. 2. One Sot oubltle a perimeter of Sotto end heibm abotlnpe. 3. In pipe henchee, 6 Incas bebw imam el.etlon of pipe end 2 fat wmer ten diememr of pipe 4. O staid. d rearacne of concrete work eaM, m brae one rew'wtl. 5. Unde,bbe on grads ti horm a bebw beliom,fconce 46 B. On, belt, beat, the Cmbecmr eh.t wary roG,.mwibn with tie Gwn.r. repreeentetlw. If to Contractor emron ntl Co i mp,m,tetw be not apon buntal ql Me Connotes- shall tot bmkfll These area, until they mn be.urvsyed and was-eecfioned an accuni determine Me pry quantity. C. Conduct all bIsi operetloes In full complies wish all Sate and Were lame eM Sul odhwncea. Take all possible tom m si injury W perfom and damage to propeM. The rock Ira to be well cowed and ,ulfmad warning giVen to IF pemcm m me vkii of Me won Sabra bloating. Care WII be town on Ili damage to untrue, or oter shu-nor about and babw The proud. 0. No bbatlng will be permitted under or adjacent to wry eases, ,ad, or highway unless Wellwbn has been receN id In wrong hold the aut ority hwim judedimat. E. Cknbm to all municipel, Biota, hd,el, and old, odlesnm. entl mile mating m tea smnge and hendlim of ezpbaMw. Pomkubr aaen5on is dbd m ad.raKa m requiromenla M The ebMc, pas, and Omer utilities wnich may be ranted in the projeG area 3.(NADAUSTMENT A. Do col use Interco excavation consisting of rock and couk as wceedin, 5 inks h ndeembu for beckehm_ Rock sndbeuIo n m l be rwlace by .bud d excavated malWl or with epp- materiel from efiwib mane. B. If rock below gratis le aheMemd by bl.ting uuaed by holes drilled L dap. or tea heavy chegeo of onew sure m any oMer Me ad, h dui m bleatlrp, me Mauch inberec mock dose tot pm I g I at foundation. to rack shall be mmoved and the axmvation reflbd wit msenec prowl al The expenw Is The Corms- C. Contact uwuthodzed rock removal of ow rlderikin, by removal, becdllling and mmpectlo a, directed by the Enghbow. END OF SECTION 022D3 SECTION 02210 SITE EARTHWORK 1.01 SUMMARY A. Section includes: 1, All u" a. ro aork excavation (ume. cow,tl on oiler saclbne DI- ep,Oat,roes, al and stcckpib of mpsoll, stebllea0on bbM, and other haselin- she appudemnl works. 2. Site flll'mp. 3. RtdweY/pakl^g fit amgmral eclioes. 1.02 REFERENCES A. ANSUASTM C136 - Standard Test Method for Sieve Analysis of I'm and Cone AOgrapat.. B. ANSVASTM M98 - Standard Test Method for Labaelcy Compaction Che,cb.fics of Soll Using Slanced Effort, 1.113 PROTECTION A. Protect bents marks and exbmng,tructuree. B. Protect... ad below,.do utistim which are III main 1.04SUBMITTALS A. Testing Wbk q repo. Mami Oat material for beckNl meets raubeneds If MI Secfioe_ S. Flab d... Iy fast repode of elm fill M place. C. Fbtl.ratty test rep,b br roadway ducbral sections In place. D. StaIowdi Food.: Submit copes of monuoauram speoNcatiom anti inWimson rmtructiom. PART 2-PRODUCTS 2. 1 BANK RUN GRAVEL A. This mafadal shall ..at the bllowin, g,din, rnn u mmento Panes by Weight Steve Debnatlon Pa.. Se.ro Mwh Sbw No .1 20-80 No. 100 0.12 No. 200 0-8 The gmN all 11 be unM,my premed hem scans to Itond ft maxMum me alone partme shell not exceed 2I3 of Me thickness or Me layer being blamed or 4', whichever b low. 2.02 CRUSHED GRAVEL A. AM maeres .ndl W secured hold appn eC,mrces. This gravel shall cadent of angular and round hagmanb of had durable took IF wrOom gwllly onoughe 4 ra.onebly bee Dom min eliong.ted piece, soft or dlambgnmd atone, did, bganl, or other objectionable matter. This material shall mat Me following gndhg requhromenm: Parted by Weight Steve D.bn..n Panama Sown Meah Slow FMa: Y 100 I W-100 No .4 an-80 tic. 11X1 0.12 Ne. 11XI 0-8 Cosa: 4" fil No.1 25-W No. tea 0-12 No. 200 0-6 2.03 AGGREGATE SURFACE COURSE A. Aggregate for nudeas court, and ohoukem shall comtat of dean, front gravel, cmahed gravel or crashed stone. It shall W reasonably free tom an. teem, day or organic metierh elaIt be obtained hold approved sounds. B. Grading. This material shell w unlfomity graded hold m,w to fine and shell meet the folluwim gmdlm r uimmwb: PormN by Weigh Sieve Destonatlon Passim Sgwro Mesh Sieve 11 100 1' 11il No.4 45-65 No. 100 0-16 No. MD-12 2D4 COMPACTED FILLIGRANULAR BORROW A. This had ...I shall be free of shale, cloy, hlabb -1-1, define, end organic meder, gabled In -mewro wim ANSVASTM C I W wimin the felow, I1-to Percent by Weght Steve D.bnMion P... be Souses Mash Steve 6' 1DO } ]5 -100 No.1 2D - tDO No. 100 1.21 No. 200 0.12 2.05 GEOTEXTILE STABILIZATION FABRIC A. This work shall consist of Furnishing and peeing an approved imbibition oak On a papered surface safthm the fini shown on Me plane. The abrk shall meet, or exceed the fnlbwhm pmperum 1. Dumb tensib margin IASTM D-4632)- MO IM 2. Gmb smile eb,ganon (ASTM D-4632) -15% 3. Puncture etrengm (ASTM DI833) -1W Its, PART 3 -EXECUTION 3.01 PREPARATION A. Idmdy,quired line, bvrd,, conroum, end datum. B.Identityknownbelowgsdeutllnia. Stokeandflagibicr m. C. Maintain and bro-existing utiltes amain whkh pass mmugh work am. 3-02 EROSION CONTROL A. Erosion conlml must be Inatalled prior to begoda g an, unhwork operations. 1. TOPSOIL EXCAVATION A. Exmvem topaml from are. to be in mvebtl, re-landacspad or mpraded and stockpile in era, =gnated on site or as directed by the Engineer. B. Maintain the stockpile in a manner which will tot obelrucl Me natural flow of drainage. 1. Method, etockplle free from debris and trash. 2. Keep the topsoil damp m prevent dust end drying out. 3.04 SUBSOIL EXCAVATION A. Exmwo submit from areas to be ngmdW In ebo Bence with plane. B. Exmvab eubsoll required to accommodate building foundations, slabs on gratis, at simcfusa, construction operations, roads, and parking areas. C. Grade top pedmabr of excavation to prevent eurfam water from dmimrg Into.mvetbn. D. Nobly Engineer of unropected subs um, mndRiom and discontinue affected work in area until de i8ed to resume work. E. Comect area, ovarexcevatea by error as directed by the ENimav at m coat to the Cwrer. 3.05 DITCHES A. Cut sccurni to the crone-emtl m, gndes, anti elevation. shown. B. Met Win moseminom free from detdme of qu ndili. of ben-, ,ticks, trash, and other debris unfit composition of the work. C. Dispose of excavated materiels as shown on the drawings or dirmfad by Me mils Engineer; anal do of, in any base, depwit mammals Was Man three feel from to edge of a ditch. 3.06 EMBANKMENTS AND BERMS A. When embankments are to, be made on a hlllelde, the elope of the original ground on which the.mbenkm.nb am In be constructed shall he mopped and properly drained as Me fill la comtrucmd on Met adverse movement of Me -we de tot-. B. Any excavated rock, ledge, boulder, and atom, except where required in the conatmctbn of other More of otherwise directed, shall be usad in the comacion of embenkmano to tiro :dent of the ph jecn requirements and generallyshall be placed so as to form the base of an embankment. C. Frown materbl shell col be used in the consWctim of embenkmar s, ear shell tea embankments or-ceasiva lay,, of Me embankments be placed upon bow deal Placement of material other then rock shall atop when Me sustained air mmpesmre, below 32 degrees Fehrenhelt, prohl0ke to oboinlm of to required compeclion. Ifthe meodal b .--an ameptoole, ft .If he atockpilec end reserved ter Mum use Wen b condNon to acceptable for use in emmnk:na. D. When an embankment Is to be constructed acme a swamp, muck, or Grew of uni s n., me uwugable materiel shall be exmvated to reach mils of edequam bearing mpmlty end the ambanhrnent begun. Anomalies methods, such the use of a smbilizin on fabric in prom of excavation and backNl, may be u ibbi d only after approval of wme by tie Engineer. E. Mammal being placed In andsor means shall be placed In hodzonml oyes of uniform thkkms. anrow me MI width of the embamk enL Slumps trees, rubbish, and other umudsae maean.1 shall not be placed in embenkirans. F. Embankment asw shall be placed In eghlJnch IOa. Effacllw spreadlm equipment shall be mod on won layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shad water to the outside edge of embankment and continuo.. leveling and manipulating will be required to assure uniform density. The enfire arm of each Myer,hall be un formy compmbd to at mast Me required mmlmu a demNy by use of compoction equipment mmbtlng of mien, compactor, or a combination thereof. `.M vm` and other equipment not specifically manubchured for composition pap.., will not be comiCerec . commotion equipment G. All fill mammal shall be companies at A mobbs content witabb bit obtaining The requlihd denetly. In no was shell tea mobbre content in each layer under ear an coon M more Men throe pesenl above Me optimum monfu, content and shall ba low Gan Mel gwntiy Mel WII cause the embankment to become unstable during compaction. Sporgimw, slaving. or other displacement under heavy equipment shell be mnslmead evidence ter an englnedrow determination of lack of .ability under this ngWsmenl, end further placement of materiel in the area affected shell be stopped or hammed to allow the mammal to etabilum H. When me moisture content of Me manorial In Me lays under conebuclbn M less Man Me unt necessary so obtain wtisocbry compactionc m by mechanical mion Mods, web, shall he added by prewuro dlstdbulore or other approved equipment. Water may also M added in ..--i.n or bonow pit. Th, water hall be unffonmry and mcmughy incorponbtl into Me wil by disc, hamming, binding, or by other .pp or ad hmmi Thla anipulmon may be omiited I, wnm ad gmeal. Man the moisture content of tie materiel la In excess of Three lmrtnl above optimum moindu, mmmiril, dry mammal Mall be t.mlghly luomostes Into the and malshal, or the wan material shall be aerated by disking, harrowing, bledlm, notary mbllm, at by oOer approved methods; or compaction of the toyer of wart material shell be deferred until the layer has dad to the required moisfuro content by 3.07 COMPACTION REQUIREMENTS A. All bmkfllle and fills shall be coripecod In awn IBM (12' maximum) to again the required daml0as es fplbws: Standard! Proctor Location ASTM D69B Subgreda and Gmvel for Roads and Parking Lots 05% General Embmkmenm 90% 3.08 MAINTENANCE A. All wrihwork ...Id be checked wnodimly to sus mat stkpw-in good mndabn. Any dln or damage from erasion and Veinal bumming should he ,speared immacktaly to avow bNer damage. If seep. develop on the slopes, Me area ..old be inmi.md m data- nor M thewep will muse an unable condition. Subsurface brit. or gavel mubhingmaybe required to aoNe amp problems. DNereions, berms, and waterways in the land gradingamshould be checked to we that they are funcibmng property. Problems found dudm 01e inspections should be repalsd promptly. END OF SECTION 02210 SECTION 02225 UTILITY TRENCHING AND BACKFILLING PART I -GENERAL 1.01 SUMMARY A. Section I "table t. Treeh, kfli and compect as specified herein and as needed for Imt illmon Of unwrgroundbecWlitiw located 5 feel outside Me buildings. 1.02 QUALITY ASSURANCE A. Use wwasto numbers of smiled workare who ere Momughy Salted end mournanced In the necessary orefer end who are mmpbtey familiar with Me specified requirements and The method. needed for proper performance of Me work.1 Mi..scion. B. Um equipment aceguao in sea, capacity, and numbem to accomplish Me work in to timely man- C. Comply with requirement of govammentol agencies hating jurisdiction. 1.03 REFERENCES A. ANSVASTM C136 - Standard Test Melted for Sieve Analyen of Fine and Ctree Aggregate. B. ANSVASTM D698 - Standard Test Method for Laboratory Compaction Ch,acodetim of Soil Using Sbntleld Effort. PART 2-PRODUCTS 2.01 SOIL MATERIALS A. Fin end bmkmi nearleb: I ns Fill meb.l is subject m the apmeni o11M Engine,. Mammal pmvkbd ton tea rammed from.c...tluna on ,to or imported from approved oRala borrow are.. Mato.ls moat be predomInertly granular, non-exio nelw Boll free from pomm matter, organic matter and other balsa.m metier and contain no rock, or lumps ova, 6 inches, in greater dimension. 2. Rack, laving a dimension greater Men 2 inches steel not be placed Wmin 2 feet of the mom. of pipe. 3. Cohesion Its material used for baci Proud, and hen from organic metawl and other braign matter, and as approved by the Enginwr. PART 3-EXECUTION 3.01 SURFACE CONDITIONS A. Examine the arms and conditions under which work of this section will be performed. Cohabit conditions deamensal to tlmay and proper completion of the work. Do tot proceed until uneaUeleclory conditions ere cohecbd. 3.02 PREPARATON A. Identify required line,, Iranian, comoure, and dabm. 3A3 PROCEDURES A. E,Isllhg Ublltles 1. Unless shown to be smoved, proocl active utility Ilene shown on Me dinwings or ,#*miss made known to Me Contractor prior to benching. If damaged, agar m replace at at to Ire Comer. 2. When in ialing underground utilmw, which are not wmat uled for removal or abendonmen, am m'i-Im ed In the excavation. May shall be edeq.tey supported end pmtecled from damage. Any damage to utilities shall be mpelred promptly at no additional met to the Owner. 3. If utility so,im la interrupted as a result of work under this section, Immndiaboly setom 5-1. by molding me damaged Wllty at nor additional coal to the Cwner. 4. If missing IaMMas are found to interfere wmt Me pahmmnt fembas being construe bd under this section, immediacy, ratify Me Engineer and secure insouaiona. 5. Do not promed orm d'lampeon of wrvim or permanent relocation of WIiOft, anal oammn Instructions as solved from the Enginwr. 8. Proeactian of Pereom and popery: 1. Barricade open hobs and depraaalma o nhng . pan of the work, ad poet weming lights on property sdjamnt to or with public amass. 2. Opesb warning lights dunm hour from dusk m dawn.ch day and as otherwise rogWratl. 3. ProSot muchuse, Allow, sidewalks, paysmenta, and other fadfirms from damage ceussd by settlement, lateral mo mei washout and other Insurance created by operators ands, this secgon. C. Dominating. The Contractor, at all Omen, shell condind operation, so as m prevent Me to Trmulallon of web,, ice, and stow in mwvetiom .,in the vicinity of axtvBted Gees, and ani water from monfering wit the progress and quality of the work. Under no conditions .hall water be albwetl to rim in open branches after pipe low been placed. D. Accumulated water, Im, and snow elan be promptly removed and disposed of by pumping r other approved means. Dlspo i shall be mated oW in a manner whkh will tot.sale a fazad to public health, nor come injury to public or private property, work ramp os d a m program, or public streets,benor mum any interference In the use or seto and mud by me public. pleas under cone Wcfion steal not be used for drainage of ammad i s. E. Maintain mcew an edj,m,t areas at all time 3.04 TRENCHING A. Prmioe sheeting and ahoning ream every for probclion of Me work and ter the safety of Personnel. 1. Sheeting and bracing muhad for whose Mell be mmmed to the eWaWn of the pit, but no eheading WII be allowed to be pulled, ma ow 1, or disWrbad bebw tie pit. B. A Trench ahall be aumearded to Me mq.I.d depth and o a wldM sumclent mallow ter joining of the Film and compactlan of the bedding and moofill material under and around the pipe- C. The compki thl bottom shall be firm ter im full length entl wldM. D. N Indicated on the plans or directed by the EmMer, for foundation material encountered bebw the normal grace of Me phpe bed Kall be removed and splawd wren granular baaklil. E. Wham pits ere to be pieced In embankment fill, the excavation atoll be made after the embankment hoe been completed to a hahght of 3 fast pits Me diameter of Me pipe ahem the dealgmd grad, of the pipe. F E.-Ung ter appu mnisho a: T E,mvale for manlabs and .i ni sr it -tares to a d'aanm sumdent to Saw at bast 12 Inchclear between inter surfam, and Me embankment a shorim Mel may be used to.m and protect the bank.. 2. O airdopm excavation beyond such appurtenants Mel has tot been disctatl will be considered utut.rized. Fill ft sand, gruel, or ben concrea as directed! by the Engineer, and at m additional cost to the Own,. G. Exce-ion shall not Interfere with normal 45 begras hearing splay of Inundations. H. Wham uUllty hand muses mblic property or are subject to gcvemmenal or utility mmpeny jud.dktion, provide depth, bedding, cover, and otlwr red utrsrtefw. eat form 1N Iegelly comtibrted aummiy homing jurisdiction, but in he was low than Dta depth shown In the Commit Document. I. Whom trenching occum In exlMng ben., remove arf to sealone and keep damp. Replace bd upon completion of Me bas'" im, SITE ENGINEER: C CIVIL ENGINEEEING ASSOCIATES INCe 10MA1ili MEWIANE, SOUTHBUEMTON, Vr 050 80OaNRa23 FAY' fibb 221r - wwwsww.kan DBAVH SAL CBBC® DSM "PROVO DSM OWNER GREENFIELD CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PROJECT: LOGIC SUPPLY INC. PHASE II EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 Do= I CIM- RLYISION 1 rL-34-14 D9tl/ACL UP➢AT® PIAN 1 SPECIFICATIONS DATR D8411IN0 N01®ER NOV., 2013 SHOWN AS C8.O ASSHOWN PRO1. N . 12132 3.05 BEDDING A. Pipe Gadding Area: Prior N laying pipe, bedding malenal shall M placed to Me limits of the _,coition and a a tlepthbensom the pipe m apecfnd. Thla mebru ahaN M elmer Sand, gal or enM stone and shall not contain I.M. lumps and alonm over one inch Indiameter, As Me pipe W laid, bedding material shall be szbnded to 6 oche show me pipe and leveled along me width of tine trench. 3.06 SACKFIWNG A. BxkfiUbp shell cot be done in heanp waame, with hoar murhae, or wMn maMls already placed am how. B. BOI materiel shall be evenly spread and ..pal In IIha not more Man 121... Mick area approved by the Engineer. Previously placed or new maYrieY shall be moistened by mpHhklIN, if req,lmd, to ensure proper bond and compaction. C. Trenches, which have bean Im,weM/ beckNbd, smloeea or covered up belom it has bean approved.hall be mpmao. Refill end compact as specified, oroMerwae came same approval of Me Engineer, at no additional cast to the Owner. D. Take special care In backflling and bedding op,mt,,m to at damage pipe and pipe coatings. E. No compacting shall be done when me material b too wet ha be mmpacod properly. At Such times Me work shall as suspended until this prevausy plared and new mtehae he - del ed out aufficbnW ha pertnH proper mmpactlon, or ouch oMe premrMone am taken a may M necessary b obun proper compaction. F. B,,IdgI material shall be compacted to the following pemnwgas of madmum dry density and the in-plem mistum content shall not be mom than 2% above the i ptlmum mlafom canwnt a , deummetl by Standard Pmcor ASTM 3696. 1. Around all slmtme t, under -away paving, cMoulder and embankmnts -95%. 2. All of, areas - 90%. G. Fecal Protection: Pipes ISM will loss Man Me minimum cover over tie crownhe and won approved by the Engineer shall be, pmweted against fmdng by insulation of rigid insulation for the width of the french. Insulation shall be a mlntmum of 2 Inches Mick with one sdd.)net Inch of thickness for every Imo of depth of piping toes than 5 bet. The ehaet shell be placed 6 Inch. above Me crown of Me rawer alter compaction of the 6 Inch IM Ineareal above the crown. Cam shall be exerolaed by the Contractor during bwkflll and compaction over Me Insulation. The Meet shall met Me mmpmssim strength rameranenb of ASTM D1621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS A. After the trench has been baakfillW to above the pipe and has been compacted e specified, check sewers and stormdmins to balmier, whathar displacement has omurrea. B. Visually inspect pipe Mstallatim by floohing a light between manhole or between Me locations of the manholes, by mean, of a 6aahlight or by reflecting sursght with a mirror. C. K Me illuminated! Interior of Me pipe It,, show. Poor alignment, displaced pipe, or any tamer defect, correct the defects M the .pacified conditions and at no eddib.a.1 met o Me Owne, . D. Ater visual approval of pipe, a 95% mandrel feet ,at M perfomeo END OF SECTION 02225 SECTION 02260 DUST CONTROL PART1-GENERAL 1.01 DESCRIPTION A. This work shall cmotA o/ iani.hing and applying calcium chloride m weber o induce tlmt raceme and head In acmdanm with these speafcatbns and as dins ted by Me Engineer. B. Related -0, 1. DOW mwrta infecting work of Me section include, but are col receu * limited to, General Conditions, Supplementary Conditions, and SecUan of DHb ire 1 of these apeciOmibn.. PART 2 - MATERIALS 2 of CALCIUM CHLORIDE A. The matonal, used shall ,at the requirement of AASHTO M 1"exmpt Met pallet form and flake foam his be acceptable 2.02 WATER A. All water umd shall be clear and free of harmNl amounts of all, salt sable, alkalies, sugar, o,gorima tt, attlo , or other substances injuus to the finished product, plant life or Me e.tabl.hment of vegetation. Where Me soum of waver o missivehy -Nov, Me intake shall M monomial M such a depth and Sa encored as to exclude sift, mud, gross end other foreign intent. No fomel bat of water will be made unless the Engineer questions the quality of the water. Wafer known to be of potable quality may be used without tat. PART 3-EXECUTION 3.01 CALCIUM CHLORIDE OR WATER A. CSIclum chloride (tor roadways) or water (tor embankments) shall be applied only at the ocatIM, at etch times and In the amount as my be directed by the Englrear. An averem applkatbn of an, round of calcium charlder par equeer yod of amsed am should be ainnindamof for Sean treatment. The ...at comber of elpplicalione and amamt of duel and 11ls shall lea es Me umn field and weather bumd a. It shall be ass, a n Such manna end a such dovime reel unllortn dtabutlon la aMlnatl over Me entire ems on which 11 k odemd vlaand. PART 4 - FAILURE TO COMPLY A. In the event that, In the Judmment of the Ergneer, the Contractor foie to edeemlely control Me dust„ directed ends, .modems wllh the specfmtan. the ram of $1W.00 mar mbnda, day wit be deadm .emol froany money due the Cmtmd,, a a failure to comply wIM Mi. rip-ificetim. In addition, If the Owner. required to perform the dust control ow ations on me project due in alum of the Contractor to perform adagatey, the cast a.- Md with the Owners operetions will also M deducted from money din the Contractor. END OF SECTION 02260 SECTION 02400 WORK ON OR NEAR PRIVATE PROPERTY PART 1-GENERAL 1.01 DESCRIPTION A. The work under this section Includes the protection of pmaur property and the nooraton of arees near or an private property. (Far further requirements sa Me Commit Conditions end the Special Conditions of them speafmtlonm.) 1.02 SUBMITTALS A. The Contractor shall, upon awed of the Contract aka pMagmpha of the exabng mnditbne in tM project rime. These photograph shall a taken as dlrecied by the Owner ado, a blows: 1. Any suitable mmere may be load. but IM hem must be a Wide ergo hem' having a focal lemgm of not core Man mirly-five (35) mlllimetera. 2. Tha photographs shall be at bast three and a hatl (3.5) Inches wide and Me (5) inchas long, colored, printed with a mood finish and borammor. Each pMagmph shall be marked with the following intimation on tie back: Location Satlon Dale B. Upon compistion of Me project, the Contractor shall submit a Second set of pha ftmph , taken as before, showing Me condillom In the project area. Each plabgmph shall be marked on the back a &pecitbd above. C. Apprazimeby 10 each before and after phobgmphs will to, requlned. 1.03 PROTECTION A. Every effort ehmll be made to protect pfl aW or public property during mnstmctlon. All damaged im ., shrubs and other va0ebbon shall M replaced In kind by Me Contractor at m addkmal met to Me Owner. PART2-PRODUCTS 2.01 MATERIALS A. All mabriata net epectlkaly tlescnbad, but required for work inciuded in cots Section shell h new, Srst quality of their m,pe , knde, snd subject o the appmve of the Engineer. PART3-EXECUTION 3.01 LAWNS A. In am, wham removal of lowne is necessary, to complete tie work, the Contractor may Neal to cut, mmove and stockpile He sod and put 4 back at Me completion of Me work, or replace the said with new sad. Seeding shell not be considered m an approved equal to elMer of tho above ahmatives. 3.02 BUSHES A. Bushes which ere in Me way of the mnstmcton and am located on amour property shall either be mnoved, stared and replanted or shall be mplaced at the option of the Cwner. 3.03 PAVEMENT A. E,otmg driveways and parking areas shell be pmhomd during the mnctuction. Damaged paved arees outside the contract limits shall ha neatly cut tad and mplaced with bhuminous mncreb to the complete Satisfaction of Me Owner. END OF SECTION 02400 SECTION 02439 STONE FILL PART 1-GENERAL 1.01 SUMMARY A. SmOon Includes: 1. Stone Fill - Types I, II, III, and IV. 2. Rip -Rep - Heavy Type, Light Type. 3. Geotaztile Fabric. B. This work shall con the of fumtshng and pacing pmbcOv, material, In mnfomUty with the dimensions. alealbvre, and at me locations Indicated In Me concoct or m directed by the E ngneer. 1.02 REFERENCES A. VAOT Stanford Specifications, Samon 700. PART2-PRODUCTS 2A7 STONE FOR STONE FILL A. Slam for Nom SII shall be approved, had, bloowd angular mck other then sementine rock mnunlnp the fibrous merelychrysoHle (ebetos). The least dimension of the Scone shall be greater Man 1/3 of Me longest dimension. The stom fill shall be reasonably well graded from Me 11a11,11 a Me maximum sla Store specfed oo as to bon a compact meu when In plain. Type I: The longest dimension of Me sans shell vary from 1 inch o 12 Inches, and at foul 50 percent of the volume of the stone In pore shall have a last dimension of bur htclwe. Type II: The longest dimension of the stone shall vary from 2 Inches o 36 Inches, end at least 50 percent of the volume of the mane In piece Shall have a least dlmmbn of 12 Inch. Tvoa III: The longest dimension of IM Stone Ihall very from 3 Inches sa 4B Inches, eM al least 50 Patent of Mstone e volume of Me one 1n pace chafom t have a al dlneb16 n of karts. Type N: The IongeM dimension of IM Sam shall very ham 3 Inches a 60 rams, and at least 50 percent of the volume of Me more In plain sMN heva a least dimenelon of 20 Inches. 2.02 RIP -RAP A. Sam for rip -rap Shall be approved, rough, mMwn quarry sears, a manly recwnguwr in action as prscticabla. Tha ,am shah a had, smndand reelsanl a ne action of water and weathanng. Thar Shah to of a rock tyro other Man Samormne rock containing tM fibrous variety chrymfe (asbestos) and suitable In every, romped for Me pummas Intended. Heavy TV": The individual stains shall heva a depth equal a the thickness of Me creme of rip -cop. At bas175 percent of me volume of two rip -cop, camplete In price. shall coneist of mama Mel have a minimum volume of 16 cub, bet LgM Type: The individual sane shall nave a depth equal b Me than,,, of the mom of rip -rep. The rip-mp, mmpleb In plain, shall can sat of stones that have a minlmum wlume of 12 cubic foot. 2.03 OEOTEXTILE FABRIC A. GeotexUb fabric shall conform to Me mquiremant of Section 02210 - Sib Earthwork. PART 3-EXECUTION 3.D1 PREPARATION A. The area to ba protected shall be con Ammol and graded to the It- Inhabit on be plane or a directed by the Engineer and, If a fill area, shall be mmpaated. All capes shall W einbined to tie neat line..m imtad on Me plans pace W me placing of geoazble fabric or bedding mabdal, seam fill, rip-mp or slope pacing. 3.02 PLACING STONE FILL A. The specified atom Oil &ml be placed In one mum thickness es shown on Me plane In a manner Mal will result In a Memorably well graded surface. Care shall be eke, in the placing fo avoid displacing of the underlying maurdal. B. no atones shall M So paced and distributed that them w9I be no accumulallom of either to larger or Smaller some of mom. C. Reerrengemerd of Me sane fill by hand labor or mechanical equipment may M mquimd to obtain the smcillad m ,ML D. When atone fill and Dso hall. fabric are to be placed as pan of an embankment, the protective malarial, shot be pared concurrently with tie mnatructian or Me embankment union otherwise authaYed by Me Engineer. E. When Bane fill and gsobdlle Mbdc Is to be placed under wool, methade shall W usetl Mel will minimize segregation and insure that Me required thickness of probative melenal will ha obtained. END OF SECTION 02439 SECTION 02513 BITUMINOUS CONCRETE PAVING PART1-GENERAL 1.01 SUMMARY A. Section Includes: 1. Base Cou eve 2. LambingCouam 3. Finish Course B. General: This work shall consist of one or me, mums of bitumtncue mizharo, comnuclec on a prered dm se paaundation in accoanwith theSpecifications and the yin of surface:Ig pistoled, and in cantormity, with the lime, grades, thlneanal woe ks aw atypical Sactiom shown m Me plena or establishetl by Cie Engineer. 1.02 QUALITY ASSURANCE A. Use adequate numbers of sklls,tl worker wM am thoroughly trained and exoamm ed in the necessary crab and who am mmplelely familiar with the specified mqulramnY and the methods needed for proper performance of the work of this Section. B. NI mahata and installation shall be in accordance w,M The Asphalt lablua Manual (MS4) and Ore VAOT Sancta Specifiralbns, 1990. C. Misng Plant: Conform to Stab of Vermm, Standards, D. Obtain materials from sam scum throughout. 1.03 PROJECT CONDITIONS A. Bhuminoue conwur shot not be pared between November 1 and May 1. Malarial chall not be placed when Me granular Subbase o wet or when Me air temmreom at the paving alb In the shade and away from artificial heat Is as bilow; Ar Temparehare Pavement Dogmas Fahrenheit Compacted Depth 40 Degrees or below Greau Man 1 J, 50 Degmee or below Lass than I }1 PART2-PRODUCTS 201 MATERIALS A. Materus shall M combined and graded M meal Me cibm m defined In the VAOT Sanded Smcifimhon., D'Nislon 7DO for Type II (base muree) and Type N (finish mum) blominous conwb. B. Gradation: Notable shall an combined and graded to meat compm,bon limit specllled In VAOT Standard Specification, Section 406.03, for the base muree and mod, mum. C. Thakmn of paving for drive. and perking lofa omN lea ee .lawn on the plan, -4b.g of base mum and final, mum. D. For pavament reconstruction amen it,, a imnching, the depth of each mum shall be Incieaoetl by 12'. Pavemsnt mamorructlm caused by trench reopening due to Improper placement or non-appmwd placement shall be parfarm.a at no additional met to the Owner. 2.02 TRAFFIC MARKINGS A. Tmffk marking mat to be factorym.ed, meeting Me requiremms of Tha VAOT Sanded Specifications, Section 7D8 OB. PART 3-EXECUTION 301 INSTALLATION A. Imlell In smadame with VAOT Sandal SpecAzations, Section 4% 3.02 EXAMINATION A. Verify base conditions under Me prams o of Section 02210 -Sib Earthwork. B. Verity that compacted granular Was is dry and wady to aupmrt paring and imposed "'M C. Verlly gradient and elevatima of base am correct. 3.03 PREPARATION A. Matching Surfaces: When a new permanent 1, to match an existing bftumm- immanent for a roadway or trench, Me Contractor "t vertically smooth cut the exisbng pavement over the exstng grevet base. The smooth out shall be thoroughly cloned and rnoYd wfth Em,leltbd Asphalt, RS-1, just poor to paving. 324 PREPARATION -TACK COAT A. When the bottom ..me of blbmlneue mncrea pavement to left over the winter, or paving I, to be made over an e,atlng b tumlmu a mncrole pavement, Me szYHng surface shall be akaned end EmrdsMed Asphalt spoked balm. Me nest mum. applied. B. Aso apply to contact Surfaces of curbs. C. Coat surfaces of manhole and man beet, home wM jell to prevent bond with asphalt pavement Do nat tack mat Mesa surface. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted Mlckmn Identified on me pion,. B. Compact pavement by rolling. Do cot displace or extrude pavement from portion. Hand compact In arose Inacceaslble to rolling equipment. C. Develop rating with co ..... paaea a achieve even and .moth firth, wfaut roller -M. 3.06 JOINTS A. Jalnis between old and new pavements or between succartim day', wade shall be made So as to Insure a thorough and continuous bond between Me old and new mbam. Whenever the spreading promo Is Intompted long mmugh for the midum W attain it inmal stability, Me paver shall as remved ham the col and a pal conetmcEd. B. But lauds shall les formed by curing Me pavement In a mrscal plane at oght angle to Me cant - dine whore the mvement has a true surface as delannesed by me me of a straightstlg,. The bull joint Shall be thoroughly cmtatl with EmuYifled Aspham, Type RS-1, Just i nor to &p..Ibng Me paving modules C. Longlodnal joins Mal have become mid shall be mated all, Emu orle l Asphaft, Types RS-1, before theadjacent reel. purced, K they Mve been expa,.tl b Irefc, Hwy sMll be cut back to a dean vertical edge prior to minting with Me emuh an. D. Unlew olhewYe dimled, bngliW inel joint ,hall be offset al least 6' from cry pint in Me lower mumes of mvement. Transverse joints shall nor be camt-od neerer than one foot from the transverse Jaime mns0ucled in laver muree. 3.07 TOLERANCES A. The Suram will be tested by the Englneer using a 16 hurt eusght- mg. at .elected buttons mmllol with the centerline. Any voubtiom exceeding 3116 of an inch Mlvrean airy area contacts shall be satisfactorily eliminated. A 10 fact malght-Igo may be used on a vertical curve. The ahalghlsdges &hall be provided by the Contractor. B. Scheduled Compacted TNcknas: Wilhin 1/4 inch. C. Variation from True Elevation: Within 12 inch. 3.06 FIELD QUALITY CONTROL A. Permit no vehicular traft on auraces until thoroughly cool and hard. 3.09 REPAIR OF SUBSIDENCE A. Sefement - Should any pavement ace within one year of mmplati n of the Contract, such pavement shall M repaired at Me Contractor, of mnm. If Me Contractor fait to make such repair promptly upon receipt of notice, b do So from the Owner, than the Owner may make such females,as necessary and the Contractor shall pay the Owner for all costs, w innetl In making such repalre. 3.10 MARKING PAVEMENT FOR PARKING A. Sleeping arms ping - Thoroughly clean Me as to romwe sniping end locate oil mm mg a indicated on Me Connect Plana. AN sadmp shall be 4' lad. unless othrwo. rood. B. Miscellaneous - Frannie, handicapped eymbml, and all oM.r miscellaneous signs and Symbols as Indicated on the Contract Plans. END OF SECTION 02513 SECTION 02593 GEOTEXTILE FABRICS PART1-GENERAL 1.01 SUMMARY A. This work shall coneisl of fumilehing and placing geotaxtiles in undminuns, antler embankmnt, lr emhankment rolnlmment order riprep and efone DI, behind retalnMp .Selectee,...over adbed subgrrdes, andlor beneath pavement overlay,, as Indicated on the plena or a directed by the Engineer. B. The roUs of W,Iwdle shall be protected against damage and d,bMretlon until mmmaabd mm Me project. Tha gmMe s axhall l a dryat tha Hmeof Ineubdor The geeurxtib shall m mjecwd lt, at the time of insulation, tl has detect, debdomtion, or damage, a determined by the Engineer. C. Prior to use, Me geatedlle shall be shared in to clean, dry place, out of direct sunlight, not &ubject to extremes of rimer hot .,add, and with me mnunoctu se. protoctNe cover In plea .1 ASTM- "71.handling at the Jab site shell M In amodeence win ma requirementa d ASTM-D aT3. PART 2-PRODUCTS 2.01 MATERIALS A. The gr owdib shall be composed of a polymeric yam or fiber oriented Into a stable network which retains ha re tho, etrucom during handling, placement and desgn sii e III, Geowxbba may be miscued by tie Engineer 9 dimensional sisaf ily or resatance, of Me ,mmumb to ambient temperatures, aM and alkaline conditions, and micro-arganie"'e"c" do not appear to be satioMatc ry for Me intone l mmoss. The ge ,the shall meet or exceed the properties specified herein antl in me special provisions. The gamo le shall be free of any cfomical treatment or meting which might signfcanIII, m hum permeability. The stage of geoteztlbs shall be finished such Mat Me outer fibers are prevented from Pulling away, from the abrfc. The peowxtlle.hall be free of defe to or hem. The mwdsl shall be probc0ad from damage and deterioration unf incorporated into the project 202 DEFINITIONS A. Geobzps - A fabric manufactured amcfcally for use in chat engineering applkaitone. Fibers used In the manufacture of geobdilm shall consist of tong chain synthetic pollemerS. At Imst 85 prment by weight of the long able, polymrs shall be payephas, palimstem, or polyamldes, polypropylenes, polyethylene, or poyvinylldem chloddu. B, Drainage Decorate - Geobxble for installation in undwdmft m other drainage oriumm, as directed. C. 51me FUI or Riprep Gamealle- Gmoxtlle for Imallatime behind and beneath stone fill or ro damp and other ealon control applications, rock placed for slope stabilization and mck shear keys. D. Subgrade Geobxtile - Gtextile for inetals,tlon on hiedway subpredes and under reilmd behest and n other moral Saparetion applicabone, E. Machine DlreeHonise - The long (or warp) direction of the tameable, The tines+necenine ,or fill) election Is perpendicular to Me machine direction F. Mmlmum Aveage Roll Values - TM minimum averageroll value of any amcilc gmurstib property Y the minlmum weep. of Me last mauts from any roll well s lot. D. Noromm n GeoYxtlb - A bells, produced by bonding or interlocking of fibers, or both, accomplished by mechanical, haM or chemical roam. H. Seem Aowance - The minimum distance ham the edge of a geoh din W Me Stich line neam t to that edge. I. Seem Type -A designation reoting M the aeengal charectobtice of geoleztle mortaring and rows of aMchmg In a .mated Sawa seam, m shaven on tie plan,. J. Stich Type - A designation mating to the e&enMl chamctermas of me interlacing of sawing Mreadls) in a spacaad lean. a shown on the plan. K. Woven Geota fi s - A tedde comprising too or core set of filaments or yams interlaced In such a way that they result In a uniform pattern. 2.03 FACTORY SEAMS A. Where factory seems am male, the sheets of geoavt b shaft be Sewn "Ither owing a lock -yin stitch. The seams able M sewn wfh a polymeric Mmed. I.... at most 85 parent by weight mlyobphim, polyesbm, or imilmo Ma, and net be as mount W them mean a Me g..m.tia being ceven. Nylon threads will not be allowed. The stregM of Me cam %If be deumined by Me Wide Strip Tensile method and shall be at Most equal to the lager of the minimum required tensile stmnglim for the Intended application. 2.04 FIELD SEAMS A. Whom field seems will be made, the Contractor shall pro ode, the Engineer with a MMstlahed main tat ample In accordance Sum ASTM D 1683, The Engineers approval will be required prior to the ConbachaYo production Mkt, sthchingif ...IM. 2.05 SAMPLING, TEST CERTIFICATION, AND ACCEPTANCE REQUIREMENTS A Sampling . AI gmovir.. Shall be sampled in ocadence with ASTM D 4354. The production unit used for Sampling shall De a his B. T.ob, - Tat Shall be performed W debrmine gan,hua Ile propertla.mcfed herein for the intended application(s). All ganlelNb property muiremenb are moorage minimum roll value. The tensile strengths shall be determined in both machine and was -machine m dinado. C. Accepbme Reguamerlb - K the average minkmum roll value for any lot Is law Men Me average minimum roll value specified be Me application, or if any beat moult o tow men the average mean roll value for Me lot minus two standard dovtatione, Man Me lot shall be rejected. All rolls shall be clearly labeled as being part of a lot which has been certified as meeting all applicable requlremeno heroin. D. Average minimum roll values of each of the goo ev ila rased Start, meet the requitement speclOed In Me attached Table 2 5 Mnknum Average Roll Values far ata,mia. 2.06 EROSION CONTROL MATTING A. Whom mqulmd on the plane or where directed by the Engineer, msin control bonk,ta (mating) shall be North American Gmn C125 for ,wales, and SC150 for atop. stablllation, or approved equal. PART 3-EXECUTION 3101 CONSTRUCTION REQUIREMENTS A. The surtace receiving the geobatls, shall be premred to a Smooth mndllbn nee of obsWction, also ion and debits, W the neat lines and gredac as shown an the material, plans, unless otherwise directed by the Engineer. Wham angular aggreg,W or sharp abject will be In contact with the geobxtlle, Increased moment, strength proode, will be required, u stated in Part 2. The mowxdie sImN at be dragged on the gmund or mohandYd in any only The geotora. shall be placed mory and without wrinkles m that placement of He ov alteng matorbl will not bar the geobxtil.. The gent s,b. Shah ha lapped a sewn . specified, at fM ends and sides of adjoining amet. In addition W Me above garenl requirements the blowing Specific mquirementa shall be followed for the specified applicatlon: B. Geoteutib Placement on Slopes 'The geotadile Sheet .mh be placed with Me machine direction anemia perpendicular tome atom. When Me grobztib is posted on Slopes steeper Man 6HA V, to upper shoets shall lap over Me top of the lower sheet. TM Ypo Shall be securely ancnorea to Me ground Surface won pins or stakes w necomery W Prevent Stamp end bee aling of me gwvtib. Pins shell to steel or fiberglass formed u a L', -L-, or T chap, or mnun',a W prevent owl mma,11,, Steal wa.Mre ,hall be provided on all but Me'U'shaped pine. The upstream or upsI, pS geawznle stroll overlap Me abufng dow n -slope MmMaIlle. At medical lope, securing aloe shall be M sedad thhiugh both ayare along a IIre Mmgh epprodmebly the mldpolnt of the overtop_ At honzonbl laps and scraee slope laps, securing pins Shell be ineerba nmugh Me bottom layer my. Securing pima ..It be placed along a fine approsimably ao inch,, In from edge of Me placed gnoten ik, at nmrvah; col W exmed 12 feet mbaa othawYe mpecNbd. AddiHorel Pre, shall Ie installed e m.sary antl where epphipnew, to prevent any undue Nimega or movement of MegmwxUlre The tee of eemring pins w1II be held to the minimum namesary. Pins are ta be left in place unless otherwise specified. C. DeebstNe Placement for Sneambank Projection - Where geobxUl; am pacetl under water, or In an ems whew waver will now, the Tunisia -hall be all amd with a machine me dn direction ".list o ectim of water flow. Succomim geowzHb sheets net be modappeli In such a manner Met to up boom Sheet I, placed aver Me op of tie tlownstream Meet. The gSo Ma shall b, ada,mu y Secured to pevent slippage. AS tM geowztlle o placed under water, Me Im ldil modal shall be placed on ft to 0e required thickness. The mmextile placement Shall not pragrasa core Man 50 feel, ahead of the backflll Plummeted. D. UMedmins - When a geotextile is Specified bum an undedmin imnch, the gmwdile shag be paced to conform loosely to the am" of the bench. E. Geaaxbbs Under Stone FlII I. Gegrodtes under dpmp or wane 011.hall be con um tod In amodanm wa Me dews. shown on the pan. and iha following mapdremenw. The Cantmclar shell M monsbab o Me astwwdlon of Me Engineer that the combination of the rock fill chip height and the thickness of any sand cushion, when specified or required, are edeeueb Sa e nct topuncore or damage the geotezlib who placing Ma dprep a stone OIL Where a Sand cmhkm Is wed, it shall be a minimum of six Inclow nick unless oherwise amcified or mqueretl by Me Ergteer. In addition, the lolknving limb apply Table 3.4 Maximum Drop Height (Feet) onto area a emit Type of Son. Fill Ceci Ne __ _ Cushion Blanket C' assl 3 3 Chu II, Ill, IV, S Rip Rap 0 1 2. AOer placement A Me Hpmp or alone III, all void, In Me eon, Sum that allow the gmbztlle to be visible shelf W Satisfactorily hackfllletl a that Me geourxtim i, mml.tely covered. F. Roadbed Subprede antl Railmtl 8allael Semmfim - The Subgred, Shall be prepared In lic and -win SMbn 203 of Ue Standad Sae fficatle. Combuctlon wlriabe shall be mited In size anal weight such that mating of Me Initial If paced show the geoaxba. no gmurr Man Mee Naha deep. Rut eMU cal be gentled off but shall W itself with mabdal specified by Me Engineer such Mat a minimum of an sign, inch carer a kept over me gmtextlio Turning of vehIc,1 W the flint IM of covermaterial will not be mmltlad . Th. Cona.m., will cot be man to use vibratory raises on the first Ion If pumping or dlatortlon of the subgrede occurs, a determined by the Erglneer. G. Sift Fence 1. no geobxllle shall be ahacnea on the up -slaps, Sam of posts in smondance with tie anufsctures' mmmmemotion or as direcad by the Engineer. The geeurxMe at the bottom of the fence shall be burled in a bench a minimum of six Inches below the ground surfam. The trench shall be beckfilled said mmmcod as dlrecbd by tie Engineer. 2. Either and or steel base shall be u,atl, The pats shell have a minimum length of five Met and shell M embedded at minimum of IS ma o below the ground auram. The spedrg of Me pint shall be determines by the silt fence manufacturer a by the Engineer. 3. Wood po.w Shall haw a minimum elmonsbn of 2.5 Inch by 2.5Inch and shall be Into of misom, such as knot, mplits or gouges. Steel met shall mnsista of either No.6 wiz, reinforcing else l or lager, or shall consist of ASTM A 120 steel pipe with a minimum diameter of 314 In.. 4. Sediment deposits which ecmanub o behind the fance shall be removed when the demsl ,..he. 112 of Me heght of me sift brim above the ground surfa o 5. The ConUacor shall regale of replace damaged all %me as ortbred by the Engineer. The set fen. shell lea completely removed pro, a ecnepbnce of be project unlessothemles drceclatl by the Engines. H. Turbid he Curtain 1. When used a mntain eedlmanY or mllubnur loom a work area which le ndlaaent a or undo, wau, the abna shall be Installed to completely. -I... the melon of Me work am. which will be under weer. The Conractor all design antl cansm ct Me curtain m tleflect end wdetand any exlst,,g cu..nt or wow action, to be anchored conUnuousy along the border, o be effective o any emkiPm water level, and a prevent the mmm of all Sediments or pollutant Into the main stream or body of water. 2. The Contractor shall repair or replace damaged or omemon, ineffective Olwr mra no as ordered by Me Engineer. The Conactor shall remove malone accumulatad behind the fitter curtain as directed by Engineer. 3. The Conbacor shall remve the filar contain and all supmrting and anchoring mterwl prior ecasiptonce of the project unless othemoe oderod by Me Engineer. 4. Tha design, mneWclim and maintenance plan for Me filter cumin iaailatipn Shall be aamptable a Me Engineer before latollation of the mdain mgim. I. Protection of Geobxtlle - Tmfle or construction equipment will not be mmHurd to trawl directly on the geebxtlle. The peobxHb shell be Drotacbtl at all times durtrq mnehuctlan from contaminatlm by surlam mnofl end mne0uctlon activfee. The go, "M shall be revered when Me specified cover memorial a noon am pmeibe; unmveretl conditiom shell not teed 7 days. Speckled cover material shall be placed an the geeovile In such a manner that tie geaurxM. I. not tom. pum, Me, a shifted. The minimum cover aye aMH M etghl Inches Mick or helm Me maximum N migme am, ohiciew, Is Wcka, before careuuctian equipment b allowed over Me arm of Me g,,m,tib. End -dumping of aggregate from trucks directly on the gmt.sOl, will not be im-md. J. Remk of IM - All geatexble Mla farm, punctured, a contaminated during mnat-11 .halt be = et m sued or replamd by the Contactor Th, mmir sMII mmat of a patch of the yin of geotexts, placed over the affected eras. The pmt ,hall overlap the existing geotexeb a minimum of three bet from Me edge of any mart of the rupture. W Mrs geabxMe aam am mqulmd to be sewn, any dismal ohm o shall h mpalm t by sawing, unless omarivia Indicated on Me plane, in iha contract, or as directed by Me Engineer. K. Overlap, - Minimum overlap a quirenambe are listed In the Mowing able Minimum Overturf Reautmments Undedreln 1' GeowxMee Under Class I S II Stone FlII 2 Geew.11lee Under Riprep S Classm III S N Son. FNI Stan. FlII 3' Roadbed Subgmde Stabiliation 3' Roadbed Subparts Separetion 2' Geotexille Under Railroad Ballast T In Me event Mat Me marmot overlap w not sufclant as determined by the Engineer, the overlap shall be na ewmal to provde adequate coin., or Me gmbstlb .hall be sewn together In Me had. K field sewn, me requirement of Section 3.12, Fold Seem,, .MII eppfy. L. Fold Seem. 1. Field aam; shall be sewn old, polymeric thread, consisting of mlyp,pybne, polyester, or Kesler and shall be as mmdont to deledomlion as the gectazble being sewn. TM thread .MIT be of a mnnwtng color with the geotextile being sewn, end sholl be made such that ma .who. ism e,maea for inspmton when the geetaxtta is piece, Thread shall be as mutant to Wtreviolet light es Me geowztib being Sewn. 2. Sthchinp EaulpmeM - The still equipment shall be such that It volt provide an acceptable lack -yin stch, as rocommended by the geotio ils manufacturer and approved by the Engleas,. SITE F.NGINRER: r CIVIL ENGINEERING ASSOCIATES. INC. /OMANSRaDIIEWIANE, SOUTHBlFAMTUV, VT LENS BOAd9a-R3P] FAY 60P.96LYII1 web aw.,�eN-min a. - SAL DSM "P9a"a DSM OWN F.R: GREENFIELD CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PROJEC I'' LOGIC SUPPLY INC. PHASE II EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 SPECIFICATIONS NOV., 2013 AS SHOWN C8.1 PROD. NO. 12132 3. Stiloh Reculremenh - Twp rows of lock -type stitching shall be used b make Me seom. The Me r-na of sttching shall be In Inch apart with a tolerance of H-1/4 inch and shall not was, incept ter natitchirp. 4. Minimum Seam Allowance -The fallowing table indicates the minimum required seam albwanca h.e. the minimum distance hum the gschzMe edge to"snlch lie nearest b that edge. Seam Type (See Plans) Minimum Seam Allowance (in.) Flat, or Payer, Seem Type SSA-1 I2 •1. Seam, Type Sea -I 1 Bunsrlly-boded Seam. Type SS61 5. Seam type - The C-M, shell obtain the geoteztile manufacturers recommendation for the type of seem and stitch to be used. N the Cormclor does not pmvide the foregoing technical In Wn, then the Conhacbr shalluse o •J• seam with two pewee of a lock -Noe smd, whim places at least Ikea stihhea per inch of sewn seam. This seam will ns baled ea repaired by Mesa spectflcalbn. Tha prays, team (flat) can be used for repair of damaged mylaca geobztlb. PART 4-MEASUREMENT 4.01 METHOD OF MEASUREMENT A. The accepted quantities of geoteztile fabrk will be measured by She square yard as determined by the actual surface mace-er nta of Ile length. and widte of the installed erase. PART 5-PAYMENT 5.01 BASIS OF PAYMENT A. The accepted quantities of geotedlle fabric will each be pate for at the contract unit price per square yard complete In plain. MINIMUM AVERAGE ROLL VALUES FOR GEOTEXTILES Roadbed Railroad Under Underdnln GeohsUl. Test SubgnM B411Stine T-1, SIN Turbidly =tor Property Method Sspsnbr Fill• Lhingr Fence Curtain, 1. Grab Tensile ASTM Strength (lb.) D4632 300 180 240 90• so 200 2. Grab Tensile ASTM 20 rum Elmge8on I%) D4632 20 20 15 50maz 451be 3. Bunt ASTM Strength (p.i) D-3786 600 400 4W 130• 4. Puncture ASTM (Ilse) 0-3787 In 100 Bo 8D 120 5. Tnpezald.l ASTM Tee, Strength D4533 120 100 50 So 50 (Ilse) 6. Apparent ASTM opening Size D4751 >50 70 >50 >50 20 70 (Sieve Slze) 7. Farmmvity ASTM (0.1 cede) (0.01 (0.01 (aecl) D4491 0.30 cede) cede) 0.01 8. W Resistance ASTM (%Stength D4355 70 TO Retained) 9. other -mea-n only or4y. aid oNy 12'mm. sin film not film not -rep Permidsd PmmMed Where angular aggregate larger Man 4• size or sharp objects IN be in contact wind the geoteztlle, or N the branch Is deeper than 10 feel, then the minimum Grab Tensile Strength and Buret Strength foale increased so 180 Its. and 290 WI, respectively. • For fabdcs b be Placed underwater, the specific gnWly, of the geota dins Mall be > I D0. END OF SECTION 02593 SECTION 02725 DRAINAGE PART 1-GENERAL 101 SUMMARY A. Section Includes: 1. Drainage pipe and appmbce nena. 2. Drelnega structures. B. Rabled Sections: 1. Section 02225 - Utility Trenching and Backfilling 1.02 SUBMITTALS A. Menufacturere technbel deb ter: 1. Pipe and appurtenances. 2. Structures. PART2-PRODUCTS 2.01 GENERAL REQUIREMENTS A. F�mish ells, has, reducing tea, wyea, couplings, InoJessen, croeaes, transitions and end rape of the same type and Gass, of material as, the conduit, Or of materiel hevmg equal or .upeedr physbal end chemical properties as acceptable to the Engineer. AI 2.02 DRNAGE PIPE AND PERFORATED PIPE A. If the Contract Plan, do not specify a parfiwla, type of pipe. at the Contractors option, the In 1-ing mahnsl, may be used: 1. Polyvinyl Chloride pipe conforming to ASTM Specification D3034 or F679, (PVC) sewer pipe and 6fnnge SDR 35, 2, Corrugated Polyethylene pipe and fittings, (smooth interior) rneebg the nquin-mm of AASIRO M-294 end M-252. 2.03 CONCRETE STRUCTURES A. ASTM C478. acted as Indicated. 2.04 METAL ACCESSORIES A. Manhole hems. and coven: 1. Grey cast Inn, ASTM A48, as an- on plans. PART 3 - EXECUTION 301 INSPECTION A. Ezamins the areas and conditions uMw which storm newer system work le m M Instalbtl and notify the Engineer In writing of conditions detrimental to the proper and limey completion of the work. Do not proceed with the work until unssti arbory conditi... have been mrtecled. 3.02 GENERAL A. When ezlatlng undeground utilities, which are not scheduled for removal or abandonment :a encountered in the ezcavatbn, they shell be adequately supported and protected from mega Any damage to utilities .hell be repaired promptly at no additional cost to the Owns . 3.03 PREPARATION A. Hand him ezcavation (when necessary) b required elevations. Coned overezcevanons with fill mlu 1. B. The elopes shall be graded to match the grade as, shown on the plane. Whore required, and section, shall be placed and mckNled to pm~t undmminkg. C. Remove large sum- or other had mans, whim could damage drainage structures or Impacts consistent b-011ing or compadbn. 3.04 INSTALLATION OF PIPE A. Pipe shall be instelbd s, accadenm wind Section o2225 - Utikty, Trenching end Beckfilling. 3.05 INSTALLATION OF DRAINAGE STRUCTURES A. Preset concrete enucbrea: 1. Place precast concrete structures and coven as shown on the Contract Plane. 2. Where menlele .... 1 In pavement. set tope of bamss and coven flushind fi nish surface. 3. Provide rubber ,prim gasket complying with ASTM C443. 3.00 INSTALLATION OF STONE FILL A. Place alone fill ..shown on Conrad Plan. END OF SECTION SITE ENGINEER: C aft ENGINEERING ASSOCIATES INC. 10 WAVED MEWIANE SOMIKIRIJTIGTON, VT 054G3 aRtaetiffi9 FAX'apgd6F22T1 web' www.wetpdn to DB11rN SAL CDHC53D DSM APPItOVBD DSM OWNER: GREENFIELD CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PROJECT: LOGIC SUPPLY INC. PHASE II EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 1�DAT6 ICIIeCCeDI NHy6 ll t-14-1. DSN/ACL u-TED PAN SPECIFICATIONS NOV., 2013 s- AS SHOWN C8.2 PROD. N0. 12132 ; New/N SRy c 2 1 ON 0 E - s c SrR�FO c 1? _ + ___ � y_ L 3 ffio NL C> Z O Lu A ry 1 ExRx rvNG 1 CU PgRPn CU-CURB CUT; I I I I , 1 1 r I I I I I I � , 1 1 I - 1 M LOGIC I SUPPLY PROPOSED - -- 35 Thompson St., EXPANSIONFIACK e ; South Burlington 1 , IF F_ r- f U) -IN Z d 1 p I I 1 I PRV PRGPERry LINE MEADOWLAND DRIVE PROPOSED SITE PLAN COPYRIGHT: EIInbeth He nn, Architect, P.C. 2014 reproduction riot pel Md DATE ZESCRIPTION - SHEET. TITLE PROPOSED RE N � 1,� SITE PLAN µ,�riingt®rl A- I o I NORTH D z o 3 E v 9 ROOF _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .tT 22.E FLOOR -------------- I'IIIlII! I � �IIII II I�IIII illll I I I IIIIII I 'I II ll II _ _I I , ■ ■ � � , II II I 1 I ' h 1111'IIIIIIII I I I�1'IIII II III IIIIII III III • • + ■oaamwi —:I I/■■ ■■I --------------- n SOUTH ELEVATION 11F • +'a Y i .2r 3ROOF I I I I I 3' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 2M FLOOR © I I I i O I .... --I- FINISHED FLR -.v IFE rAAROUND ADORION 7777 ++n FLa°EXNG -+-----r ',-----------------------PERMETER-30.1--- -1 FOUNDAnONNEW - 9.2 bB AB AS Aa V \J 2 WEST ELEVATION O © O O ® O O (�p o , ■_ 5 ■ ■ , ! !_ llf'IIIIIIIIUIIIILll.I 1■■ ■■■ o 0 o a o a o a. --------------------------- 2i 3 ROOF +T ----------- 22nER.00R _-T- I_ —.I _.. I I 1 _____r__________,____r__r__I___—_T____r___________,_______T____________—___—__________ _E-XISTING _...-- I I I NEW I I ITT %1 NORTH ELEVATION 1 .a rse,cEua�—ia� Y NEWBEYOND- OF I I I I T _ 2 2. FLOOR I I I L■■■■■I411■■■■■1 EAST ELEVATION E LOGIC SUPPLY 35 Thompson St., South Burlington mb.M Hartmann, l+Ne 1 P.C. 14 mductlnn not p—heed WE I DES RIPTION EET TITLE ELEVATIONS VE L. A-201 NORTH `urlin�ta� �m M os E� 5= a = v m ._ -c as a, a "M N N_ Z , o LU ro N m :T LOGIC SUPPLY yp,-... 35 Thompson St., South Burlington BIRDEYE VIEW AT PROPOSED CURB CUT RIM ... �' �" --'� •--. '--�'!N ^- '' HT Elizabeth Hemmann, /4chilect, P.C. 2014 -.- reproduction not permitted DATE DESCRIPTION SHEET TITLE 3D EXTERIOR VIEWS �.._ APPROACH FROM MEADOWLAND DR. A-901 to o E� ; �+ a� a Y U d � N N Y, Nt °— V 2 cO W ru N m W. �,.. ,. LOGIC -- SUPPLY 35 Thompson St., South Burlington APPROACH FROM PROPOSED CURB CUT _ COPYRIGHT: Elizabeth Hann, Architect, P.C. 2014 reproduction not permitted DATE DESCRIPTION SHEET TITLE EXTERIOR VIEWS SOUTH FACADE FROM MEADOW LAND DR. FFB 2 4 2014 A-902 Burlington J PLANTING NOTES I. All plan maartal m the pbm schedule shall be nursery ll in—teda«e whh ANSI in accordance wbh Z.60.1 Standards fa meuuremem d nursery .-I, 2. All plans shall be guanmeed by the Cmtna« for a period f me year from date d receipt of Provisi eW AccMp f the completed Insvlhdm by the Owner. 3. Replacement plb n v will be required pn« to Fmance f« l Acxepany plan. which an missing, na trve w apetff ma haw died « are unhealthy « unchanrnnstic d the spa (due to ett—w pruning diebck « aNer ms). 4. Nlsplee materials shell be sele and tap d It dre nursery by landwpe AreN_ 5. Th. Wdvape NtNtea's pprowl Is required fa any plant mat-1 subsdtutiaa. 6. The Contnewr is responsible f« immediately notifying the Landscape ArtNtea d any pknt quantity d'acrepa«lee exlrt between the plendng phn and the phnt Ibt T. NI shrub and [sees will be spayed with the anti-desicwrc W.k.Pmf (« approved equal) pn« w the first W.— I— titer Nu Novembr 30). g. The =cape Contra« shall haw the General Canna« 1« all underground utilities m jibe landscaped prior w cing any uatmem Adjertree loadms MA beafiowed where utility cmflicaaaro clevly a problem and wbh prior sbe epp—el by landscape Arth1r 9. NI plvn bed, shrub and tree I«atim shell be staked in tl a field by Cannaa f« Landsnpe Archit approval prbr w inaMhdm. 10. Adlusanenv w plan beds shell b approved by Land.M. Ardbect I1. Gawnl Cssmraa« is rwpmaible f« all eraim contrd m dung 12 NI disturbd arw an ro be tapsoiled and seeded « sodded, as bblated in the M+ndng pl- 13. Mulch shall cmsiv d double - hardwood ahraddad mulch or approved equal end Convaa« is responsible for pro dlbg samples f mulch to Undrape Architect Mulch plem maunab as shown m plan and devils. 14. k is the imam of this <artna w —Id any diswrbance to existing trees or shrub m siw other then those specdkally designated far —replant « ramowl. 15. Liquidated damages f« tree, damaged by cmrtructbn opendm shall be $500 per wow Inch. ShNb still b S 100 each. 16. Dunng cmrtrvalon, end until the and f warranty penod, exkdng tree Net are showing signs d vress as determined by the Landscape Ar hbea ere w be deep root feNlhed, two Inlecdms per caliper inch per tree at I B' - 24' depth with Peter's 20/20/20 fertilimr or Landscape Amhtea approved equal. 17. Cmtnaor Is responsible f« wxflying end cmfirming all pknt cau supplied by Ne Landscape Arcbbea with field condidms u eons d. Ay discrepancies shall be reported to Landstepe Architect for awp e1 end dlracdm. Ig. Trn tnnsphndng sWl be penanned by a sulvble hydraulic trn spade, shed every w peform the watt 19. Pn«cw common ---be deny cm iarc e11 ebieting tree w remain shall ,ete w trn protection fence at outer edge d dripline whenever possible. PLANT SCHEDULE KEYIQTTI SOENTIFC NAME I COMMON NAME I SIZE I SPAONG DECIDUOUS TREES AS 5 Ater ucthervm SUGAR MARE —5' CaL AS SHOWN GT 6 GledWie tnaonthos'irwm'a' HONEY LOCUST I SSS' CAL AS SHOWN ORNAMENTAL GRASSES DC 70 1 Deschampeh cupi— TUSSOCK GRASS I GAL 24' O.C. 165 MI o ha sin e.'AdW MAIDEN GRASS 1 GAL 24' D.C. 20 ,0 20 40 SCALE OF FEET }} ... •... pie I�Lo� WAGNEW iODGSON G NDSCArE ARCHITECTURE . ra 00 i0 Fa03.eaa.6]e> www n ° LOGIC SUPPLY PHASE I I EXPANSION LANDSCAPE PLAN REVISIONS C^"'••""°"" DRAWING NO. IOB No. 403 SCALE I"=20" L 1 SO DATE 01.28.14 4 'oo '0.0 `oo 'o.0 `oo '0.1 'o., `a1 'o.1 '0.1 'D. 0.1 'o.o 'oo '0.0 'oo -- -�'0.1 '0.1 `O.t`0.1 0.1 '0.2 '0.2 '0.2 '0.1 '0.1 '0.1 '0., '0.0 0.0 '0.0 ' .0 -� '0.1 '0.1 '0,1 '0.1 '0.1 '0.1 '0.1 0.1 '0.1 'D.1 '0.1 0.1 '0.1 '0.1 '0.2 '0.2 '02 '02 '02 '0.3 '0.3 '02 '0.1 '0.1 `0.1 `0.1 '0.0 '0.0 ' 0 -_ '0.1 '0.1 '0.1 '0.1 '0.1 '02 '0.1 0.1 '0.1 '0.1 '0.1 '0.1 '0.2 '02 '0.2 '0.2 '0-2 '0. `0.2 '0.2 '0.2 '02 '0.2 ' 2 ' 3'02 `0.2 '0., `0.1 `0.+ 0.0 •0.0 0.1 •0.1 '0.1 '0.1 '0.1 '0.1 ' 0.2 '0.2 '0.2 '02 `02 0.2 '0.2 + ` 2 '0.2 '0.2 '0.2 'D.2 `02 `O.2 0.3 ` .3 `0 '0 '0.3 '0.3 `0.3 `0.4 0.4 ` .4 '04 •0. '0.5 'O.7 '0.7 `OS 0.3 '0.2 '0:'4;r:-'0.1 0.1 '0.2 `0.2 '02 '0.2 '0.3 '0.3 0.4 '0.3 0.9 0.3 ' .3 ' 3 'OA '0A '0A '0A '0.9 0.3 A ' 5 '0. `0. `0.5 '0.5 '0.5 'li5 0.6 ` .] 'O 6 '0. 0. •0.9 0.8 'Ob .5 '0.3 '0.2 '0.2 '0., `0.1 '00 '0.0 '0.1 '0.1 '0.2 '0.2 '0.3 '0.3 '0.3 04 .4 '0. '0. '0.5 '0.5 '0.6 0.5 .5 ' 5 '0. 0. '0.5 '0A 'DA '0.6 '0.8 '0.8 '0.6 '0.7 '0.8 •0.8 '0.8 '0.8 '0.7 '0.7 '0.9 '1.3 '+.2 '0.9 '0.6 '0A 'OA '0.3 '0.2 '0.1 '0.1 '0.0 '0.1 '0.1 '0.+ '0.2 '0A '0.5 '0.5 '0.5 .5 ' 5 '0. '0.7 '0.8 '0.7 '0.7 D.8 '0.8 `0.8 '0.8 `0.7 0.9 0.8 'Ob ' 8 '0.5 'OA '0.5 '0.7 `0b '1.2 '1.1 '+.1 '1.1 '1.3 '1.2 '0.8 '0.7 '0.8 `1.0 '1.5 '1.2 '1.1 •0.9 '0.6 'OS '0A '0.2 '0.2 '0.11 '0.0 '0.1 '0.1 '0.1 '0.3 '04 `0.7 '0.8 '0.8 ' .9 `0.9 '7.0 '1.0 '1.0 •0.6 '0.7 '0.8 '1.0 '12 '1.2 '1.1 '1.1 '1.3 '1.1 '0.7 '0.5 'GA '0.5 '0.6 '0.9 '1A '1.3 '0.8 '0.9 '1.5 '1.2 `0.8 '0.7 '0.9 '0.9 '1.0 `0.9 `0.9 '1.1 '1.0 '0.7 '0.5 '0.4 'D2 '0.1 '0.1 ' 0.5 '0.7 '12 '7.1 '7.0 '1.1 '1.6 '7.1 '0.8 '0.7 '0.7 '1.1 '1A `1.2 `0.9 '0.9 '1.5 '7.1 '0.7 'OA '0A '0A '0.6 '0.8 '7.0 '1b '1.1 '1.0 '0.9 '0.9 '0.7 '0A ' '1.3 '1.3 '0.9 '1A `1 '0.9 '0.7 '0.4 '0.3 '02 0n0 pole, new OxlOre •0A 'DA '0.1 '0.2 0.9 'OA '1.1 '+.5 %1 '0.9 'to '1A '1.0 '0.7 '0.6 '0A '0.9 '7.0 '+.1 '1.1 ' .0 79 `0.8 'Ob '0A '0.3 '0.3 'OA '0.6 '0.8 '0.7 � 3 '0. '0.7 '0.5 '0.3 '0. 'OA '1.2 '1.5 '0.9 '+2 1.2 `0.8 '0.6 '0A '0.2 '0.+ ropo"d new light ; OA •0.1 '0.1 `0.1 •0.2 `OA •0.6 '7.0 1.1 '1.0 •+.6 '7.1 0.9 '0.6 0.8 '0A 'D.5 '0.8 '0.8 0.7 Z 1. 0.7 '0.7 '0A '0.2 '0.1 `0.1 '0.2 '0.5 '0. '0.3 0.4 '0 '0. '0.9 'OA '0.3 • . '0.3 '0.4 '0.7 '0.8 '0.9 0.8 'O.5 '04 1.3 '0.0 '0.+ '0.1 '0.1 0.2 '0 '0.5 '0.8 `0.9 `t. .8 '0 a `0. `0.4 '0.3 •02 0.5 0.8 .3 ' .4 'OA 0.2 '0.3 '0.3 '02 '0.1 '0.1 '0.1 '0.1 '0.2 '0.2 '0.2 '02 0.2 0.2 0.2 0.2 0. '0.3 '0.3 0.4 '0.9 '0.7 0.5 '0.4 '0.3 '02 'O2 `0.1 .1 1 0.1 0.3 '0.5 '0.9 '0 0.6 `0.6 5 0. '0. '0.2 '0.2 '02 '0A 0 `0.2 • .1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 ' t `D.2 '0.2 '0.2 '02 '0.2 '0.2 •0.2 '0.2 2 '0.3 'OA 0.4 `0.5 '0.5 '0 '02 '0.1 '0.1 ' .1 '0.0 '0.1 .1 ' 3 '0.5 '0.7 '0 •0.7 '0.7 08 0.4 '0.2 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 ' .1 '0.1 '0.1 '0.1 '0.1 '0.1 'GA '0.2 '0.2 '0.2 `02 '02 '0.2 '0.2 '0.2 '0A '0.5 '0.6 '0.7 'o.6 'oA '0.1 '0.1 ' 1 `0.0 '0.+ ' .1 '0.2 '0.3 '0.5 '0.8 '1.0 1.2 1.0 `0.7 '0.2 '0.1 '0.1 '0.1 'D.1 '0.1 '0.1 '0.1 '0.1 '01 '0.1 `0.1 '0.1 0.2 '0.2 '0.2 0. .3 '0.3 '0.3 '0.3 '02 '0.2 '0.2 '0.3 `0 0.6 '0.8 '0.9 `0.8 '0.7 '0A 0.2 `0.1 '0.1 '0A '0 '0.0 `0.1 ' .+ '0.2 '0.3 '0.5 '0.7 '7.2 `0. 0.8 'O.R '0.1 •0.1 `0.1 '0.1 `0.+ `O.1 'O.t '0.+ '0. '0.1 'D.1 O2 '0.3 '0.4 `OA 0.4 ` .5 '0.5 '0.8 '0.5 `0.9 '0.2 `0.2 '0.2 `0. ,8 '1.1 '+A `1.0 `0.8 `0.4 `0.3 '02 '0.1 `0.1 '0.1 'O. '0.0 '0.1 '01 '02 '0.3 'OS '0.7 `1.1 '0.5 `0.2 `0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 0.1 '0. '0.1 '0.1 2 `0.1 .7 '0.7 9 ' 9 '1.0 '0.9 'OS '0.3 '0.2 '02 '0.2 0. 1.5 1.3 ',.1 '0.8 0.4 'O.3 '0.2 '0.1 '0.1 '0.1 '0. '0.0 '0.1 '0. '02 '0.3 '0.4 '0.8 7.1 'O.B '0.7 '0.2 '0.1 '0.1 '0.1 `0.1 01 0.1 II0r�.1'� '0.1 .2 '0.3 .6 '1.2 0 '1.3 '1.1 '0.5 '0.3 '0-2 0.3 '0.6 0.9 '1,1 '0.8 0.4 0.3 `0.2 '0.1 '0.1 '0.1 '0.0 '0.0 '0.1 '0. '0.2 '0.3 '0.4 '0.7 `1.1 '1.0 '1,1 .9 '0.5 '02 '0.1 '8.4� ' 1 '0.3 ` 5 `0.9 '+ '0.8 `0.8 '0. `0.3 '0.2 '0. '0.7 '12 '0.7 '0.5 •0.3 '0.2 '0.1 `0.1 '0.1 '0.0I '0.0 '0.1 '0.1 02 '0.3 '0.6 '0.7 7.7 '+.5 '1.1 '0.7 '0.1 '0.1 '0.0 '0 0.6 0.2 '0A `0. '1 `1.3 '0.8 '0.6 '0.4 •0.2 0.1 '0.1 'D.+ '0.0 '0.0 '0.1 '0.+ 0.3 '0.5 '0.8 `7.0 '1.1 '1.0 ' 7 `0.6 'D.1 '0.1 .1 0.2 0.6 1.2 '1.5 '1.3 '0.9 '0.6 ' .4 02 '0.2 '0.7 '0.1 '0.+ `0.1 '0.1 '0.1 '0.2 '0.3 0.5 '0.7 `0.8 '0.7 '0.6 '0 0.2 `0.1 '0.1 ' .1 0.8 `1.4 '12 `7.7 7.0 '0.7 '0.4 '0.3 '0.2 `0.1 '0.1 '0.+ '0.1 '0.1 '0.1 '0. 0.4 `0.5 06 '0.5 'OA '0. .2 '0.1 '0.1 'D 1 1.0 1.3 "1.3 '7.1 '0.9 0.8 '0.8 0.5 '0.3 '0.2 '0.1 '0.1 '0.1 '0.1 '0.1 0.2 0.2 `.4 'DA `0.5 0. 0.4 '0. .2 '0.1 '0.1 '0. � to '1.3 '1.0 .9 '0.8 '0.7 '0.6 `0A '0 '0.1 '0.1 '0.1 ' 0 '0.1 '0.1 02 '0.2 '0.4 '0.5 0.8 `O. 0.4 ' 3 '0.2 '0.+ '0. N E^ (� 1 '1.1 '7.5 '+.1 .1 '1.0 '0.9 ' . 0 '0.1 '0.1 '0.1 0`l) '0.1 '0.1 ' .1 '0.2 '0A '0.6 `0.8 '0. '. 'OA '0.1 '0.1 BUILDING E X I S T I I V `-' 12 '1. 11.7 '1.4 ' .5 '1a `0.9 '0 '0.1 '01 `0.1 '0.. I `0.1 '0.1 ' .1 '0.2 '0.3 `0.6 0.8 `7.2 0.3 '0 ADDITION BUILDI N G '0 '1.3 .9 '1.8 '1.8 '1.5 '1.0 '0.8 '0.1 '0.1 '0.1 'OI '0.1 '0.1 `01 '0.2 '0.3 '0.6 `O.8 '7.2 '1A '1.0 `0.3 '0. F .F , F fr . `0. `0.9 A '1.5 'i. '1.2 '1.0 '0.5 '0.4 '0. '0.1 '0.1 '0.+ '0.0 •04 '0. 0.2 `0.3 `0.6 0.7 ',., '0.9 `0.9 - 3 4 • ?�� E l-- � 66' E_342,66' 'o.a '06 1 '1.6 '1.0 '1.1 '1.0 'os 'aA '02 '0.1 'oA 'oe 'o.o '0.0 '0.1 `0. 0.3 '0A 0.8 '1.1 '0.9 0.9 'd.4 l '0.2 '0.2 `0 '1.0 '1.3 `1.2 '1.0 '0.6 'OA `02 '0.1 'O.1 '0.1 '0.0 '0.0 '0.1 '0.1 'OA '0.7 `1.9 ' . 10.7 '0. 1.0 '1.3 '7.4 '0.9 '0.6 `0.4 `02 0.1 '0.1 '0.1 '0.0 '0.0 '0.1 '0.1 'DA '0.6 7.0 7.3 '1.0 ' 8 0. `0. 0.0 0.0 '0.1 '0.1 `0.1 •0.2 '0. 1.0 `1.0 '0.8 'D.7 0.4 '02 .1 '0.1 '0.1 '0.0 '0.0 '0.1 '0.1 `0.1 '0 '0.4 '0.7 '0.8 .8 '0.7 '0 02 '1. 1.5 ' .9 ' .2 '0.1 '0.0 '0.0 '0.0 `0.1 '02 '0. '0.6 '0.6 '0.5 0.3 '0.2 '0.1 '0.1 '0.1 '0.0 0 '0.1 '0.1 '0.1 '02 .3 '0.5 '0.6 '0.6 •0.4 0. •0.2 `0.1 '0.1 ' .0 '0. •0.0 '0.0 0.0 `0. `0.0 '0. 12 `7.1 1.0 0.3 •0.1 '0.0 '0.0 'O.0 '0.0 •0. 111 '0.1 0.2 '0.3 '0. 0.2 •02 '0.1 '0.1 '0.0 `0.0 '0.0 `0.0 •0.1 '0.1 `02 ' .2 '0.3 '0.9 `0 '02 '0.2 '0.1 '0.1 `0.0 `0 `0. `oo '0.0 .0 '0. '0.0 'o. `CA 'D.3 '0.3 '0.2 '0.1 '0.0 '0.0 '0.0 '0.0 '0.0 '0.1 '0.+ '0.1 `0.2 '02 '0.2 0.2 '0.+ '0.1 '0.1 '0.1 '0.0 '0.0 .0 '0.0 '0.1 '0.1 '0.1 '01 '0.2 '0.2 '02 '0.1 '0.1 '0.1 '0.0 D.0 '0. '0.0 'OA 0.0 ' .0 '0o '0.0 '0. '0.1 '0.1 '0.1 '0.0 '0.0 *Do '0.0 '0.0 '0.0 '02 '0.0 `0.1 '0.1 '0.1 0.1 '0.1 '0.1 '0.1 '0.t '0.0 '0.0 '0.0 '0.0 0.0 '0.1 '0.1 '0 '0.1 0.1 'o '0.1 '0.1 '0.0 0. 0.0 `oo ,O ' 0 0.0 '0.O 'oo .0 'Co '0.0 '0.0 '0.0 '0.0 `0.0 0.0 0.0 '0.0 '0.0 `0.0 'O.o '0.1 '0.1 `0.1 '0.1 'o.1 '0.0 '0.0 `D.D 'OA •0.0 '0:II `0.0 '0.0 ' 7 •0.1 0.1 ' 1 `0.0 'O.O `0.0 0.0 ' .0 0.0 '0.0 '0.0 ' .0 'a. '0.0 '0.0 'D.0 '0.0 'oo '0.0 0.0 'D.0 '0.0 '0.0 'D.0 '0.0 '0.0 0.0 0.0 '0.0 '0.0 '0.0 `0.0 '0.0 '0.0 0.1 0.1 `0.0 'Go '0.0 `0.0 '0.0 0.0 `0.0 '0.0 '0.0 ' .o 0.0 'o.t ' .o 'o.D 'o.o 'o.o A Do 13.11 '0.0 '0.0 'o.D '0.0 '0.0 'o.o '0.0 '0.0 '0.0 '0.0 `0.0 'D.o '0.0 `0.0 'o.o '0.0 '0.0 `o.o 'O.o 'o.o 'o.o `O.D '0.0 '0.0 '0.0 'oo '0.0 '0.0 '0.0 '0.0 'oo '0.0 '0.0 'o.d �0.0 `0.0 '0.0 'o.o `0.0 'o.o o.o 'D.D 'D.o 'D.D '0.0 •0.0 '0.0 'o.o '0.0 '0.0 `o.o '0.0 'o.o 40.0 '0.0 `o.D '0.0 'o.o '0.0 '0.0 'o.o '0.0 '0o 'oo 'o.o '0.0 'oo 'o.o 'o.o 'o.o 'o.o '0.0 '0.0 'o.o 'o.o 'o.o '0.0 'oo '0.0 '0.0 'o.o 'oo '0.0 '0.0 •0.0 '0.0 •0.0 'oo '0.0 ' ,0 '0.0 '0.0 '0.0 0.0 '0.0 '0,0 '0.0 '0.0 '0.0 '0.0 'D.0 `0.0 0.0 'O.0 '0.0 '0.0 0.0 'o.o '0.0 •0.0 '0.of '0.0 'o.o '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 'o0 '0.0 'oo '0.0 '0.0 '0.0 `0.0 '0.0 '0.0 0.0 `0.0 'oo `o.o 'oo '0.0 *oo '0.0 'o.o 'o.0 '0.0 '0.0 '02 '0.0 '0.0 `0.0 'Do 'Ob `0.0 '0.0 '0.0 '0.0 '0.0 'Go '0.0 '0.0 '0.0 `0.0 '0.0 '0.0 '0.o '0.0 `0.0 `0.0 '0.0 '0.0 O.0 '0.Of-. '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 `0.0 '0.0 '0.0 `oo 'oo *0.0 'oo '0.0 '0.0 '0.0 `0.0 '0.0 '0.0 '0.0 `0.0 '0.0 `0.0 'D.0 '0.0 '0.0 '0�0.0.9. -'-an '0_0 'oo '0.0 '0.0 `o.o *oo 'o.o '0.0 'O.o 'oo Do oD'0.0-00_00 00 00.._00 0 MEADOWS -AND DRIVE. E z 0 0 f i rem ITypical LiOh Pole l awy b�mw ■ a avn�a'vgs�w uirvt�� ww.ntmpnsa lJ BNenro m m. Ness wq, n"w NNON Nm armonow�a.v�vr rerenry e 4 WPw�mmNpd.,Nnpa Nm . 1 IIi�C[ iraMelNCe CH W�NtrFDNM ro xegaNNmrnaewe. anauntl peoeakero NN eeee t Ow 4lb HptM1Mmrime 4ED emm. w3mute wW ro xdextmb�NMe rwadeot +1 >ro Nwn�wmmr �wmirom.wun en m bde.we.w.n w.m Nr bNiw �1 lroaee"b w a make W trovuur igimroe..brormmpwrpmamn ueW iee Nbnar mlgbq tmm w nw,nax"n. �I Mw.uw nmmi.wua+em"m". m. rvw+w igneq i.auwx.mnm2en 1 an Ms morn mmee Naw mM r. rn'roa d.m rera Mmr k �.b. Wnbq m+wkb.btt wNm mr.e.a. kotgr pnury.bwin. fl��norib�m wned�banankN xm.doa gre..x roesa on in Wxnro et NNwpa. 41d'a. wax ea% 10 5 0 5 10 20 40 80 GRAPHIC SCALE E RFD 0 NEAGLEY & CHASE cogs7RucnD9 co NPe Nv 1150 Airport Drive PO Box 2283 So. Bo6 1n9lon, V705407-2283 (802)658-6320 658-0349 Fax Uee Date Revlaion 8btrJJ0ombpt Pre11m ,Y FMI PYn Petmb Far [anNeuNbn �NWa Date Revision Logic Supply 2014 Expansion 4 Thompson St So. Burlington, VT 05403 Sheet Title I Lighting Scale: V = 20'-0" Drawn: Walt Adams SL 100 Sheet 1 of 1 File Nerve i- -- E l 1 R LEGEND t �,,' �____. EX. E.T,C. 8CABINETS ass-_ _ _ _ EXISTING CONTOUR __________________________________ _____ ___________ PROPOSED CONTOUR -- ----_-_---- _____ ___338 - - .� \ __ _ APPROXIMATE PROPERTY LINE ________-' �__________ ____ _____ �ST _____________�_� ex - — — APPROXIMATE SETBACK LINE '----- - \_ '-'BT— — — — — JE-14DP,E /�--__-__-- . CB EX. 15• HOPE-W RIM�s328.�7' —ST— — — — — —15 NDPE — —JST— — — — O • IRON ROD/PIPE FOUND/SET �,�`---__ __—�F" �7_ C ,I ,' —,11 — - — — ' O CONCRETE MONUMENT ; 33401 — — — — — — _ G — — — -_-- - __I-4}�'4'5PRUC _ _O- _______338-__ - ' SS GRAVITY SEWER LINE 1 /--------- — X. #""-PEIN---- --- ' I�I E%. 15' HOPE '4-0 - - W WATER LINE I W/ FE '", _ — . �._.— '�';Y�_ ".'.� �— ____________ _____ 11NDERORAIR __.337_________ _ SPRUCE,/ INV.-338.28 2"0 -7 .fir__- __ ______________ _ SPRUCE ', F EX. TRASH _ — —LIE UNDERGROUND ELECTRIC � '�-_ENCLOSURE TTUTi-i - -- — —- - T TELEPHONE LINE — — G GAS LINE I ,Tfo_a. \ ;. cDN6`. —ST STORM DRAINAGE LINE ( / J SEWER MANHOLE (� STORM MANHOLE I \ EX. PAVEMENT EX. LIGHT POLE \ (TY'P.I HYDRANT ( _ ® SHUT-OFF - 339--_____ �J - m - - ❑ O CATCH BASIN , 0o LIGHT POLE � I ,, `. \ •., _ ________ �\ �ll 4 G T SIGN 34, j \ �\ --- }W DECIDUOUS TREE I CONIFEROUS TREEC. II DRAINAGE SWALE PROJECT BENCHMARK A qN I \ I F % a" SPRE', IC.O. SS \EX. PAVENI'CRAB} I 4"0 m-.jNAESHOLD SPR CE ' I a z� 1 2R —/� VJ, F TILE OAK SS _EL. 342.66 'p uwsroNe N0 o / - BIKE ill 'EXISTING �: RACK r;+ ,BUILDING % sroNE"° I I j •e / I F.F. % I NA. I / � / EL.=342.66' j' ® �• I / � I //%ii%� � j/ � I I I i p Ex. E,c, 7HRESNOLD I a r,I ' I I � S} CABINETS I '.. EL.=342.66' u \ (3) 4"0. V� I EX. 4' PVC I ,i ySeRUCE,P NCR+ INV=336.06' NOTES - - 3 �. -342 1 \ I SPRUCE \ 41 S RUC 1. Utilities shown do not purport to constitute I Al` .G) - or represent all utilities located upon or 0 \ \ - _ —�4"0 LILAC — adjacent to the surveyed Oreml.... \ \ ,\y' --•' , Existing utility locations are approximate \ — I —'340— EXISTING -' only. The Contractor shall field verify all .. \ (4) 4'0 \ ` _ TRANSFORMER EX'.16" j1UPE,. 33 `, utility conFlicta. All discrapanclea shall be SPRUCE ---------- ---_- --"-"-- 339---_________-----I_-J___________---- NO "DRAIN STONE reported to the Engineer. The Contractor F\ shall contoct Dig Safe (886-344-7233) _ — `, O 4.0 I '------'------- _�---__ 338----------------- _-- .. prior to any construction. \ _ \ 2. Site information Is based upon a fleld survey performed by CIvII Engineering OAI�i 343. - - - Associates, Inc. In SEP of. 2013. Horizontal I - ' --33 - - ' and vertical datum based on VCS NAD 83 EX. CB `?4?,- T- ------- an ` ad NAVD 88, respectively based upon GPS RIM=344.0' '`•Ii \ l (4) 4'0 bservations performed on site during the.�a�e3 \ _ SPRUCE time of survey. `4•'x^^"' - \ \ - _--- 3. This plan is not a boundary survey and is 1 - _ _ ,L --- _ _ _ \ `- -� ___338______________ _ V f I - not Intended to be used as one. -' ----____: �S � 4"0 -_ � __ --------.j E%. SMH f OAK'- — ________339__________ - -� 4. Property line information was based on a -•' --- _ '-- �I — ------ ___ -------�-�-----__ -'- [g- RIM=344.3' _ _- plan entitled 'Meadowland Business Park - _ _------� — — _ — 4--"-------------------- --- ---- " � �,. _ 1 Subdivision Plat% last revised 8/27/1996, \ \ \ _ - _ -----------------------------3�_ — — — _ -- EX. E,T,C, by Trudell Consulting Engineers, Inc. __-�3T� _ �41--------- _ _ CABINETS Recorded in Map Slide 300.3, South \ ASS — a m In EX. CB RIM=337.49' I —ST— EX! CB RIM-337.51' I I I II I � I Ex. sMH RIM-336 ;I 7� rh y I I I I /- EX. 12' PVC INV.-335.05' EX. CB RIM=337.81' I C / CL 21 ~I 338_ Burlington Land Records. Monumentation \ EXISTING REC. PATH IN recovered was consistent with the PROJECT recorded documents. NE COR n GRAPHIC SCALE (ate') I inch = 20 It of PI 0 �I I I I I I I I I 1 -EX. CB RIM-337.69' Q 1 SITE. ENGINEER: -4 CAVIL ENGINEERING ASSOCIATES. INC, IOUQMI 1111DMEWIANE SOUMBLW.MJDIDN, VFMM eD2dM-Ta43 FAX alGdal- 1 w,6 www.-- DMIIN GAC aa4CdD DSM DSM OWNER: GREENFIELD CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PROJECT: LOGIC SUPPLY INC. PHASE ll EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 LOCATION MAP = J _ = DATE cam— aavmox 1-0-14 Dail/1 UPDIT6D PL1N I I EX. 15" HOPE --- I W/ FES _ INV.-334.22' �NCHMARK' IN EX. CO \ \ - ,%4'09 _' _ 4. i I I S "0 NC. RIM-342.61' \-__________ OAK ;• SST— '� 0 ` 4'0 SSA MAP APLE� \ MAP -_--' \ EX. CB \ — - -j \ y RIM=342.67 \\ "• x EX. CB rb-------�-- T-- `� \W� —SS— a: RIM=339.18• � — — — — — \ SS— — — — — — — — — I I I PROJECT BENCHMARK EX. SMH� — SS— —� — — T \ \ \ \ RIM=341.74 MEADOWLAND DIRT VE IE EX. Gas _ 614 4X4 CONC. MON. I ELEV.=338.6T Is j RIM=339.25' I EXISTING CONDITIONS SITE PLAN NOV., 2013 Pew. xo. 12132 P C1.0 LEGEND ----- 336---- EXISTING CONTOUR PROPOSED CONTOUR — - - APPROXIMATE PROPERTY LINE — — — — APPROXIMATE SETBACK LINE O • IRON ROD/PIPE FOUND/SET O CONCRETE MONUMENT -- —SS GRAVITY SEWER LINE — — W WATER LINE — —OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC — T TELEPHONE LINE — — G GAS LINE — —ST STORM DRAINAGE LINE OS SEWER MANHOLE STORM MANHOLE HYDRANT ® SHUT-OFF Cl 0' CATCH BASIN o-o LIGHT POLE SIGN DECIDUOUS TREE CONIFEROUS TREE .... ...— DRAINAGE SWALE PROJECT BENCHMARK I El I I EXTEND PARKING LOT .1 I f 6 — — — — — — — — — — — - I_----------------------- PROVIDE FLOATING — — — — . — . — ACCESS EASEMENT FOR — . — — . — FUTURE INTERCONNECTION 1 10 1s I I ;-------- ' I CONCRETE CURB I CUT di MATCH EX. PAVEMENT (TYP.) THICKENED PAVEMENT OSECTION. SEE SHEET 6.0 O 24' LONG CONIC. 7 RETAINING WALL 1 � I CONCRETE CURB W/ 5' WIDE10 CONCRETE SIDEWALK I I I I I I I I ® — 1 I I` SEE LANDSCAPING NOTES �uN FOR OF \ EXISTING TREES Utilities shown do not purport to constitute I \ or represent all utilities located upon or O adjacent to the surveyed premises. \ Existing ng utility locations are app roximate on only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. Site informotion is based upon o field survey performed by Civil Engineering Associates, Inc. in SEP of 2013. Horizontal and vertical datum based on VCS NAD 83 and NAVD 88, respectively based upon GPS Observations performed on site during the time of survey. 3. This plan is not a boundary survey and is not Intended to be used as one. �y W 4. Property line information was based on a plan entitled "Meadowland Business Park - Subdivision Plot% last revised 8/27/1996, by Trudell Consulting Engineers, Inc. Recorded in Map Slide 300.3. South Burlington Land Records. Monumentation recovered was consistent with the recorded documents. GRAPHIC SCALE RECONSTRUCT REMOVE & REPLACE MAINTAIN EXIS1 CONIC. CURB CUT $ ( IN }if j MATCH EXISTING PAVEMENT \ t tech = 20 tL DUMPSTERS NEW HT POLE (ENCLOSED) - - (')LIG30' LONG CONIC. RETAINING WALL I DO PUNIER EX. PAVEMENT �� . THRESHOLD t ��i"�t � NEW BUILDING ADDITION FF TILEuNDSCA l STONE F.F. BIKE I 'EXISTING ! RACK — EL.=342.66' , BUILDING STONE Na I F.F. i ®� EL.=342.66' _ I THRESHOLD EL=342.66, ..' . ---___-- BIKE RACK j�{� I I 1 f i PLANTER PUNTER I� I I FACK I I _.--.-.-.--.-.-.-.- \ ROCK WIDE CONCRETE SIDEWALK EXISTING REC. PATH 141 M M CONIC. I I I I 1 SITE ENGINEER: C CIVIL ENGINEERING ASSOCIATES. INC. 10MANSR DHEWlANE, SOUTHBURLMMTDN, VTO5403 ecnaerzszs Ewr eases'-nri ..o: w...or-.coo„ DRAWN SAL _C1O0 DSM A 1110 BD DSM OWNER: GREENFIELD CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 I PROJECT: LOGIC SUPPLY INC. PHASE 11 EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 141 I I 1 I LOCATION MAP 1' � 2000 DAM anwila 9Y®A 1-89-HI Delrylaf. DPW'RU PION PROPOSED CONDITIONS SITE PLAN RECEIVED DATE DN nN4 NUNNRN NOV., 2013 DES MEADOWLAND DRIVE 1"'=20' C2,0 JAN 3"" PNa No. -- 12132 City Of So. BL361 11 LEGEND I ; .__„ i Ex. CB I RIM 337 49 NEW DMH _ _______________ 8 - -�" CABINETS RIM=341.2 _ ' ----33s---- EXISTING CONTOUR _ ____________________ �, yyy� PROPOSED CONTOUR ____________ ______ ' I I `•._. _______--__- APPROXIMATE PROPERTY LINE i ________- \\ _____________ _ - P�KI � - - SST-= �T- NO - - • - - - APPROXIMATE SETBACK LINE ,,� -- - - T _3T- - - r �- --`ST--- �15TNOP,E LO - .1 - EX. CB '-- _ _ - _ _ EX. 15" _HDPE-W/FE9 •�', .RIM�3�8.�T IN O IRON ROD/PIPE FOUND/SET __ - ! �T 15 HDPE -340� -339 - - _ -• • EX. C8 340 - _ - 340-�� - - - -339 _ - -3 - _ -- _ _A-�- I c RIM-337.51' J41 �' L9 CONCRETE MONUMENT -341--' : ' - _ - - - - - '� _�-�' s �_ _ .]�. wav -342-" _-�.`_ I o -SS GRAVITY SEWER LINE D FLO4Q ..,_�...--...- __ + ... ... .. _ EX. 15" HOP E C EAS -',� _ ,_}37 5--- - - W WATER LINE { W/ FES 2"0 INTER _ ____ ____ I INV.=338.26' SPRUCE 9. _____ ___ ___ ____ ___ ___ _ ____ ___ ',,,,SPRUCE 5 - -OE OVERHEAD ELECTRIC`, �= _ ---� ---- - - - - -_ / NEW C.O.IN - -UE UNDERGROUND ELECTRIC I STINC INVERT 71 10 NDE RAT" TO EX) " UNDERDRAIN - - T TELEPHONE LINE }f-� \ r -G GAS LINE y/� -ST STORM DRAINAGE LINE I`9 i / CUT PAVEMENT CH EX. I I, (� SEWER MANHOLE I � CON�gETE CURB �pAVEMENT EX. PAVEMENT EX. LIGHT POLE STORM MANHOLE \ () I (� ) �THICKENED PAVEMENT _ I HYDRANT 7 O _ •��SECTION. SEE SHEET 6.0 - --339- _ _ ______ I; (1 I 338 ® SHUT-OFF h� - - - 24' LONG GONG. ,tom, 7 RETAINING WALL CATCH BASIN ) I �`, TC3 __•S3g ., 0o LIGHT POLE NEW 4" PE{TF. HOPE ROAD I BC340.4 340.98 \ uL \ `'- ,.4.0 C •� \ _ _ _Jqp` {Tj SIGN UNDERDRAIN ',, 341 \ 'F7 _ ; •' �� _ _ - - _aa_ Q ------------ DECIDUOUS SiJ17 \\ TREE I N I DUMPSTERS in \ r O 7 I I I CONIFEROUS TREE ,•vim, I Ili NEW LIGHT POLE (ENCLOSED) II I Mo 336.r, `1� 338.3 ;' ••• I I c I - ( ) SE DRAINAGE SWALE 341.7 " I RETAIN C WALL m ;' PROJECT BENCHMARK N , I \ lu \ I - `340.2 I F SP A I C.O. ss DOCK 342.66 ' 342 FivNTEN', \EX. PAVEMENT i✓ r `CRAB I - THRESHOLD fii� EX. SMH jil EL 342 67 L \ /gp, �i ' I I I I RIM=338.6' 340.35 I 4-ITC3 2CONCRETECURB CRAEi 15' MADE CONCRETE'SIDEw NE BUILD N SS =m FF TILE I /� UNSTONE I "K'. 541.7 //`1DDITIQN -._ _ - - _gS--EL=342y6 �'0 sroNc l m I ,•� , � F.F. �'' I EXISTING `"3 BIKE RACK � � �;, I � I• I I j EL.=342.661 BUILDING SSTUNE�'b 1 / I F.F. i ®5 I DRfr3 I� NEW C.O. I / EL.=342.66' I I g 1.0 +341.18 ® N I {I 1 EX. E.T.C. I N --- NI 342! THRESHOLD EX. 12" PVC Q CABINETS 'I I , I+u INV.=335.05' .65 EL.=342.66' I { w ------ , L SEE LANDSCAPING ® 34 .2 \ (3RUCE ptµhq !� I EX. 4" PVC k I EX. CB E%. CB FOR PROPOSED 341•53+' BIKE RACK id► INV.=336.06' I V RIM=337.69' 1 _ 1' fff NOTES AnoN of 341.E \� RIM 61 _ ,Pa 3) 4"M sq2 \ _ I •, 337 1. Utilities shown do not purport to constitute O S NG TREES p \ __341- -Spy - ' I• SPRUCE \ 4" \ �: ` I f _ 342 I'� 1 or represent all utilities located premi upon or \ 4"0 LILAC 1 ` adjacent to the surveyed premises. I J ExistinEXISTING g utility locations are approximate _ _ -- q0 _ ___-__ only. The Contractor shall field verify all (4) 4"0 I I _ I J TI2ANSFORMER1 ' -� 336 ' utility conflicts. All discrepancies shall be \ SPRUCE J I - - ------ 1 / -E ISPE ., _-____ �_____________________L________________.__ ROOF bR99Y STONE, reported to the Engineer. The Contractor E` .S 3417 341. ---_ _ V.-3�38.49'••/ "1 shall contact Dig Safe (888-344-7233) _ _ .0 - ---- -----338 \-\� I ,j t prior to any construction. - - 4 - -- - --"' - ------------------"- ( RUCE `�'6 f 341.7 2. Site information is based upon a field J _-�- '--' -337-------__-- �I__________________________ I L _0 I EX. 15" HOPE survey performed by Civil Engineering II 34 \ I W/ FES Associates, Inc. in based d n V Horizo 83 OAI� `T` INV.>°334.22' and vertical datum based on VCS NAD 83 EX. CB q 8� �`Jo2 3315 / \�,�'' i n and NAVD 88, respectively based upon GPS RIM=344.0' 339 / I v �L observations performed on site during the ``., - Hpp"��• ` 4 time of survey. - 4 \ ... ..._.. ...� \\ ?• ,SPRUCE r` J, 3. This plan is not a boundary survey and is Sg� \ -"- INV:gj9,4 ------ -- O _--_- ------,�iy(�� I • Zi Intended to be used as one.- \ 343.0� 343g _ 5'YADE _ - _ _ ____________ _____338_______-__.. _ __ --------- not tE- "-��CONSi__-_-F _-. SMH I HDP _, J39-_'____________ 4. Property line information was based on a RIM=344.3' - --- _ _ plan entitled "Meadowland Business Park - \ 1M/FES ------- _ -- Subdivision Plat", last revised 8/27/1996, \ INV. 1339.6 = --- --- '--"-"------- --E%. E,T,C,�� baNc., \ ------ CA - --'__ _ �41-__-----ti-�_ - BINETS by Trudell Consulting Engineers, Inc._ Recorded in Ma Slide 300.3. South - _ - Burlington Land Records. Monumentation EXISTING REC. PATH - recovered was consistent with the PROJECT BENCHMARK N \ - -- recorded documents. E%. C3 \ %4"0 f i ENE CO TOF"6 NC. 1 - _ V�jJ _ 4"m ELEV.=346 RIM-342.61' SS\ \ OA ,_ - - MAPLE -5T �1 P-.- ` \ MAP I \\ ------ \ EX. CB \ - SITE ENGINEER: C CIVIL ENGINUMNG ASSOCIATES. INC, 10AMM 1ELD WEWWIE, SOUMW-FLACTON, N WM euaeeszszs rwc evaee1-ar, xen: xx...or-rtoom IINAIIN ACL DSM DSM OWNER GREENFIELD CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PROJECT: LOGIC SUPPLY INC. PHASE 11 EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 �ytc u i 1:•� L H.�c,,.,��u i iL H��y LOCATION MAP ars Icn®' se�•is�ov I t-tD-U Ed)r/1CL aPD1'r� PIAv GRADING & DRAINAGE PLAN \ \ ,� m - - - - - n�re aansc m�xssN � \ y RIM=342.6T \ ', K j T - - - - - - JAN., 2014 GRAPHIC SCALE w� _S� _ I �00• RIM=339.,8' ~ PROJECT BENCHMARK n / EX. SMH �`: SS- - - - - - - - - SS- -�- - I I sc.,. '0 RECONSR211CT REC. PATH. r I. - - - - - -SS- - - - T -S S 4x4 CONIC. MON. l5 RIM_34,.74' MEADOWLAND DIRIVE F J, EX• GB _ C3,0 REMOVE h REPLACE MAINTAIN EX TXgG GRADES I ELEV.=338.67' 1" = 2Q' CONIC. CURB CUT & (TYP.) �D RIM=339.25' MATCH EXISTING PAVEMENT h~ ( IN FEET) I inch = z0 n LEGEND — — — —336— — — — EXISTING CONTOUR PROPOSED CONTOUR — — — APPROXIMATE PROPERTY LINE — — — — APPROXIMATE SETBACK LINF O • IRON ROD/PIPE FOUND/SET 11 CONCRETE MONUMENT -- —SS GRAVITY SEWER LINE — — W WATER LINE — —OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC - T TELEPHONE LINE — G GAS LINE — —ST STORM DRAINAGE LINE Q SEWER MANHOLE (m STORM MANHOLE HYDRANT ® SHUT—OFF E7 CATCH BASIN o-o LIGHT POLE SIGN DECIDUOUS TREE CONIFEROUS TREE DRAINAGE SWALE PROJECT BENCHMARK (9) I I � I EXTEND PARKING LOT — — — — — — — — y— — PROVIDE FLOATING _ 45.91' _ _ ACCESS EASEMENT FOR — — FUTURE NEC INTERCONTION — — _ _ 1 I 10 � 15 I i1F I 8 � � I p CONCRETE CURD J$ ,PAVEMENTTCH EX. I I �5gyp') + THICKENED PAVEMENT I 1 PAS O + SECTION. SEE SHEET 8.0 O 1 14.60' 24' LONG CONC. I I 7 RETAINING WALL Q D 20.73' 7 O I O DUMPSTERS 16.00'�16.0, 9'z18' NEW LIGHT POLE (ENCLOSED) — — I PARKING SPACE— (TYP 30 LONG CONC. — (TYP.) RETAINING WALL 1 ` 0, F I vuNTER EX. PAVEMENI mi 1 THRESHOLD CONCRETE CURB W/ 5' MADE CONCRETE SIDEWALK NEW BUILDING % ,, ADDITION �� EL 342.66 uN5TMEE ° I 60.00' _ 5.50' F.F. IKE Bti EXISTING '� RACK I I Z EL.=342.66' BUILDING NEN° I F.F. EL.=342.66' 10 I THRESHOLD + 42.0 EL-342.66' ISEE LANDSCAPING RSOO• ® 111 t f PLAN FOR PROPOSED BIKE` RACK tftf RELOCATION OF EXISTING TREES .+ i BIKE PACK I I N1 IN GRAPHIC SCALE ` \ RECONSTRUCT REC. PATH. REMOVE k REPLACE MAINTAIN EXISTING GRADES CONC. CURB CUT & ( IN FEET I MATCH EXISTING PAVEMENT t fnce = 20 R. 5' WIDE CONCRETE SIDEWALK Iq L PUNIER BUNTER I cn I (f) I ROCK O � � I ZZ CONC. EXISTING REC. PATH MEADOWLAND DRIVE SITE ENGINEER: I c CIVIL INGINURING ASSOCIATES. INC. I I IOMWMD WEWUNE, SOUINfi IMOTON VT ORM B026N-�929 FA%' dfR�BM-ffiIf wD.' xw.orM.00m _ DxnnxceT ACL I cNecce➢ DSM DSMD OWNER: I GREENFIELD CAPITAL, LLC I 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 I'R111EIT: LOGIC SUPPLY INC. PHASE II EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON I I I I VERMONT 05403 I I I I DATE CH6CCSD NAltiln\' 1-s 14 /A UP➢1T¢ D Pu I I RECEIVED JAN 3 0 2011L PROPOSED CONDITIONS LAYOUT PLAN DATE DNAINIC NU1®8R JAN.,2013 1" 20' C4.0 PBpI. N0. 12132 City of So. Burlington 1� EXISTING GROUND SIDEWALK WIDTH AS SHOWN ON PLANS 1 MIN. 5" CONCRETE SIDEWALK PROVIDE 4" TOPSOIL MIN. AND GRASS COVER (CONSERVATION MIX) INSTALL EROSION CONTROL MATTINGFIR 0 00 00 0 °o°00000° °o°°000°000° If SWALE. STAPLE AS PER MANUFACTURERS °o 0 °o 0 0 0 0 0 0 SPECIFICATIONS.� F�6• RAVEL SUBBASE 6" GRASS LINED SWALE UNDISTURBED SOIL OR APPROVED N.T.S. COMPACTED GRANULAR FILL EXISTING CURB TO BE REMOVED EXISTING REC PATH 8' WIDE REC PATH EXISTING LOWERED 5' REC PATH — _ NEW DRIVEWAY PAVEMENT BASE 345 _____ ______ _______________ s______ - ------ - 344 ----__-._. _ 343 342 -NEW RECESS CURB CENTER LINE ENTRANCE ROAD PROFILE 1/4" = 1'-0' FRAME & COVER FLEBARON LC266 TYPE C OR EQUAL ADJUST TO MEET FINISH GRADE. INSTALL HANDRAIL WHERE WALL IS OVER 18" HIGH CHAMFER FINISH (TYP.) GRADE NTo I PAVEMENT 3" 2" METAL SLEEVE 0 EXPOSED CONCRETE WALL (12 " EMBEDMENT) u SHALL HAVE A RUBBED (OPTIONAL) SURFACE < 2" CLEAR�BACKFlLL w/ _ PAVEMENT FREE DRAINING GRANULAR MATERIAL #5 O 12" D.C. #6 BARS O 12" O.C. 'RAD'UST SET FRAME ON FULL MORTAR BED & SEAL JOINT CONE SECTION OR 4'0 TO GRADE WITH TRAFFIC COVER (HEAVYONCRETE RISERS DUTY) FOR SHALLOW MANHOLES POLYPROPYLENE MANHOLE STEPS O 8" O.C. WATERTIGHT JOINTS USING oMASTIC OR RUBBER GASKET COAT E%TERIDR OF ENTIRE MANHOLE WITH A WATERTIGHT SEALANT (2 COATS) HOPE PIPE a In (SEE PLAN FOR SIZE) m _ 2 SUM SEAL WITH HYDRAULIC CEMENT a MORTAR, OR GASKETED FLEXIBLE WATERTIGHT CONNECTION UNDISTURBED 12" MIN. SOIL OR ROCK 6" MIN. CRUSHED PRECAST CONCRETE OR STONE BEDDING a POURED IN PLACE BASE w SECTION N TYPICAL STORM MANHOLE I TOP OF CURB (SEE PLAN FOR TYPE OF CURB) END TRANSITION SLOPE BEGIN TRANSITION FACE OF SLOPE CURB 2' 71 N J 9-#4 BARS t 3" CLEAR #5 BARS O 12" O.C. FINISHED GRADE OF SPACED AS ROAD PAVEMENT SHOWN 5'-0" TRANSITION CURB RETAINING WALL SECTION N.T.S. NTS NOTES: 1. EXPANSION JOINTS SHALL BE PLACED EVERY 100' AND SHALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL SIDEWALK DETAIL 3 1/4" BITUMINOUS CONCRETE PAVEMENT: 1 1/4- TYPE IV FINISH COURSE 2" TYPE II BASE COURSE i 12" BANK RUN GRAVEL OR 12" CRUSHED GRAVEL COARSE L A0T SPEC. 704.04 AOT SPEC. 704.05 _—COMPACTED SUBGRADE�� STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL TYPICAL PARKING LOT SECTION (FOR AREAS WITH NO TRUCK MOVEMENTS) N.T.S 4- BITUMINOUS CONCRETE PAVEMENT: 1 1/4" TYPE 111 FINISH COURSE 2 3/4" TYPE II BASE COURSE D ood 12 CRUSHED GRAVEL FINE ° AOo oP oC a7D4.05 o o a o a a a o 12" BANK RUN GRAVEL OR 12' CRUSHED GRAVEL COARSE AOT SPEC. 70404 AOT SPEC. 704.D5 --COMPACTED SUBGRADE--_ STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL TYPICAL ROADWAY SECTION (FOR AREAS WHERE TRUCK MOVEMENTS OCCURS) N.T.S. TOP COURSE BITUMINOUS CONCRETE PAVEMENT CONCRETE SIDEWALK BASE COURSE BITUMINOUS CONCRETE PAVEMENT 7 5.. 18 00000.o.000 6 0 0 0 0 0 0 .,. °p°°Oop° ��CRUSHED GRAVEL BASE'o ° °o o°oo °o°o BANK RUN GRAVEL SUB -BASE MATERIAL 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8- JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. CURB w/SIDEWALK DETAIL N.T.S. MATCH DITCH CULVERT & END SECTION SECTION 4 A TYPE II STONE FILL 3 i 3' A 5" MINUS CRUSHED STONE FILL (B" MIN. 3 THICKNESS) CULVERT END SECTION A STABILIZATION FABRIC CONTINUE STONE MIRAFI 50OX OR FILL IF REQUIRED APPROVED EQUAL END SECTION DETAIL N.T.S. f (CONCRETE FLOOR SLAB(. o " , •I poo oo po op0po CRUSHED ORAVEL oo pp000poop p0000. ,o°°no°°°o9°q _ _ o _no°pOo°°oopOo°pOo y. SAND LAYER STABILIZATION FABRIC 3/4' WASHED STONE MIRAFI 50OX OR 2' APPROVED EQUAL MIN. L4,40NS 4' PERFORATED PVC PIPE 4SEE PLANS FOR FILTER FABRIC MIRAFI INVERT ELEVATION OR APPROVED 18' MIN. EQUAL r FOROR UN5ERDRAIN'I *SLOPE ALL PIPE TO DRAIN O 1% MIN. TYPICAL UNDERDRAIN SECTION (BUILDING) N.T.S. PAVEMENT � BANK RUN GRAVEL ^ STABILIZATION FABRIC —� 3/4- WASHED STONE MIRAFI 50OX OR 1. APPROVED EQUAL MIN. 4" PERFORATED PVC PIPE *SEE PLANS FOR O FILTER FABRIC MIRAFI INVERT ELEVATION 140NS OR APPROVED I 18" MIN. EQUAL I FOR UNDERDRAIN 1 SLOPE ALL PIPE TO DRAIN O 1% MIN. TYPICAL UNDERDRAIN SECTION (DRIVEWAY) N.T.S. SITE ENGINEER: C CIVIL ENGINEERING ASSOCIATES, INC. 10144hISREIDNEWIANE, =RHOURIM MY,, VT 05M enaee4ssa5 cAlc eoaee�-aan .vaxvw.cewccm, DMRN SAL DSM APPRDVRD DSM OWNER GREENFIELD CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PROJECT: LOGIC SUPPLY INC. PHASE II EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 RECVED JAN 3 0 P?Rs city of So. Bupingtcr? ' DAn IoRlx®' uvmwn ' 1-34-I4 DRY/ACL UPMT® PIAN SITE DETAILS DATR DMIIINC NU IER NOV., 2013 AS SHOWN C6.0 PROD. ND. 12132 \ \Sp \ 3417 \ \ A? \ INSTALL \ CONMO INSTAL � 1 CHECKI \ ` / CULVERT 2- MEAOOWLAND DRIVE SITE ENGINEER: I � CIVIL ENGINEERING ASSOCIATES. INC. - —ST— — _ _ — I I 10 MANSFIEJO NEW LANE, SOUTH&R MGTON, VT 054M eDPaa-ssas ruemaeaazn wa w.w.or«.o� I D9Awxcar ACL CH—D DSM APPRDVHD DSM 1 OWNER: GREENFIELD I CAPITAL, LLC 35 THOMPSON STREET 33y SOUTH BURLINGTON I VERMONT 05403 I PROJECT LOGIC SUPPLY INC. PHASE 11 EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 „,ham I I I EROSION CONTROL MATTING CB INLET PROTECTION AND SILT SACK I STONE CHECK DAM SILT FENCE I I —•—•—•—• — CONSTRUCTION TAPE CONSTRUCTION FENCE DATE C118Cx8D REVISION cn I-EY-I! 09Y/ACL UPUATBU PIwV z vJ I O I I 3 - - EPSC PLAN _ _ _ _ _ST_ _ _ _ x..ervr. NnNxen O JAN., 2013 "=20' C7.0 ® / 12132 City of So. Buriii r <>i 113 Introduction This project i. subject to the terms and condition. of the authorization from the State of Vermont to discharge construction related stormwater runoff. Covmage under the State Construction General Permit 3-9020 Is requlree for any construction activity that disturbs 1 or more of land, a is part of a larger development plan that will disturb 1 or more acres. This project has been deemed to qualify as a Low Risk Site which is subject to the erosion prevention and sediment control (EPSC) tandards set for in the State f Vermont's Low Risk Sits Handbook for Erosion Prevention and Sediment Control The following narrative and implementation requirements represent the minimum standard for which this mite is, required to be maintained as regulated by the Slate of Vermont. Any best management practices (BMP's) depicted an the project's EPSC Site plan which go beyond the Handbook requirements we considered to be Integral to the management of the site and represent components of the municipal EPSC approval far the project which shall be implemented. The EPIC plan depicts one snap shot in time of the site. All construction item ore Fluid in their day to day exposures nd risks as it relates to mintmIzing sediment loss from the site. It Is the responsNility of the Contractor to Implement the necessary el to comply with the Law Risk Handbook standards outlined this sheet based on the Interim site disturbance conditions whI.h may or may not be shown an the EPSC Site Plan. Specific BMP's which ore critical to allowing the project to be considered a Low risk site Include the items checked below: • Umd ihs amount oldMWrbed eenhb Mo mrm ar Mcewww ore tlme. • w,lace.11eaemaximuarn,.Nn.-Isldays o/dnown-, expmuro In any l-joct twloro.. sour then -wore. 1 sal Y impbmenbd. • The goleclbbtlMWT tell than M.cros of coN with an emdibiilry hlgherNmn Un xt]. Lk ltlw prabet con dlaturbenes b bu tlwn tno scree in -op- peerer•con 5% This project I.uth<nzed to dssr, up b Is some 1. Mark Site Boundaries Purpose: Mark the site boundaries to identify the limits of construction. Delineating your site will help to limit the area of disturbance, preserve existing vegetation and limit erosion potsollal an the site. How to comply. Before beginning construction, walk the site boundaries and flag trees. post sign., or install orange safety fence. Fence Is required an any boundary [thin 50 feet of a .tram, lake, pond or wetland . unless the area Is already developed (existing rood., buildings. etc.) 2. Limit Disturbance Area Purpose: Limit the amount of soil exposed at one time to reduce the potential erosion on site. Requirements: The permitted disturbance area is specified an the sites written authorization to discharge. Only the acreage listed on the wthorization farm may be exposed at any given time. How to comply. ahead head and phase the construction activities to ensure that re than the permitted acreage Is disturbed at one time. Be e to properly stabilize exposed soil with seed and mulch or sur mr-ion control molting before beginning work In a new section of the site. 3. Stabilize Construction Entrance Purpose. A stabilized construction entrance helps remove mud from vehicle wheels to prevent tracking onto streets. Requirements: If there will be any vehicle traffic off of the construction site, no must Install a stabilized construction entrance before n.tmction begins. How to Instoll Rack Size: Use a mix of 1 to 4 Inch atone Dep IN 8 Inches minimum Width: 12 feet minimum Length: 40 feet minimum (or length of driveway. If shorter) Geotextile: Place filter cloth under entire gravel bed Maintenance: Redress with clean atone as required to keep sediment from tracking onto the street. 4. Install Silt Fence Purpose: Sill fences intercept runoff and allow suspended sediment to settle out. Requirements: Silt fence must be Installed: • n the downhill side of the construction activities • between any ditch, swole. storm sewer inlet, or waters of the State and the disturbed soil • Hay balm must not bs used as, sedkrwnt barriers due to man lendewy to degrade and bll rworl. Where to splace: • Place tt fence on the downhill edge of bare soil. At the bait cm of elopes, place fence 10 feet downhill from the and of the slope (if space to ..liable). • Ensure the silt fence catches, all runoff from bare soil. • Maximum drainage area Is Ji sere for 100 teal of sill fence. • Install slit fence a s the elope (not up and down hlllsl) • In to multiple rows oof silt fence on long hills to break up flow. • Do of install silt fence across ditches, channels, or streams or in stream buffers. How ins oil silt fence: • Digto o trench 6 inches deep across the slope • Unroll silt fence along the trench • Ensure slake. are on the downhill side of the fence • Join fencing by rolling the end stakes together • Drive stokes in against down l side of trench • Drive to ke9 until 16 inches of fabric is I, trench • Push fabrle Into trench; spread along bottom • Fit trench with sail and pack down Maintenance: • Rem ova .cumulated sediment before it 1, halfway up the fence. • Ensure that silt fence is trenched In ground and there are no gape. 5. Divert Upland Runoff Purpose: Diversion berms intercept runoff from above the construction site and direct it around the disturbed area. This prevents clean water from becoming muddied with Boll from the construction elte. Requirements: If stormwater runs ,to your site from upslope areas and your site meets the following two conditions, you must install a diversion berm before disturbing any soil. 1. You plan to have one or ore acres of soil exposed at any e time (excluding roods). o 2. Average elope f the disturbed area is 20X or steeper. How to install: 1. Compact the berm with a shovel or earth -moving equipment. 2.Seed and mulch berm or cover with erosion control matting Immediately after Installation. 3. Stabilize the flow channel with seed and straw mulch a, erosion control matting. Line the channel with 4 Inch stone if the channel slope is greater than 20X 4. Ensure the berm drains to an outlet stabilized with iprop. Ensure that there Is no erosion at the outil 5. The diversion berm shall remain in place until the disturbed erase are completely stabilized. 6. Slow Down Channelized Runoff Purpose: Stone check dams reduce erosion in drainage channels by slowing down the stormwater flow. Requirements: If there is a concentrated flow (e.g. In a ditch or channel) of stormwater on your ells, Men you most install atone check dame. Hay bales must not be used as check dame. How to Install: Height: No greater than 2 feet. Center of clam should be 9 InMee lower than the aide elevation Side elopes: 2:1 or flatter Stone size: Use a mixture of 2 to 9 Inch stone Width: hams should pan the width of the channel and extend up the side. of the bank. Spacing: Space the dame eo that the bottom (toe) of the u pstre.m dam is at the elevation of the top (crest) of the downstream dam. This spacing is equal to the height of the check dam divided by the channel elope. Spacing (in feet) - Height of check dam (In feel)/Slope In channel (ft/ft) Maintenance: Remove sediment accumulated behind the dam as needed to allow channel to drain through the atone check dom and prevent large flows from carrying sediment over the dam. If atgnifleanl i rosion occurs between check dame, a liner of stone should be nstalled. 7. Construct Permanent Controls Purpose: Permanent stormwater treatment practices are constructed to maintain water quality, ensure groundwater flows, and prevent downstream flooding' Practice. Include detention ponds and wetlands Infiltration basins and stormwater filters. Requirements: If the total Impervious• area on your site, or within the common plan of development. will be 1 or more acres, you must apply for a State Stormwater Discharge Permit and construct permanent stormwater treatment practices on your site. Theme practice. must be installed before the construction of any Impervious surfaces. How to comply. Contact the Vermont Stormwater Program and follow the requirements in the Vermont Storm -ter Management Manual. The Storm -ter Management Manual to available at: cow...Oterqualltyarg/.tormwat-htm •An ImPervlaw wrfo.. Is a near ourfoa•. Including, but not Iimitsd to. powd and unpaved roads, porkhg or roofs, 01-y., and walkway., from shier, pmclplt.11., run. Doff r.th., than tnlnaPtee 8. Stabilize Exposed Soil Purpose: Seeding and mulching, applying erosion control matting, and hydroseeding are all methods to stabilize exposed soil. Mulches and matting protect the soil surface while gross is establishing. Requirements: All o as, f disturbance must have temporary or permanent stabilization within 7, 14. or 21 days of initial disturbance, as stated ki the project authorization. After this time, any disturbance in the area must be stabilized at the end of each work day. The following exceptions apply • Stabilization la not required if earthwork In to continue in the area within the next 24 hours and there Is no precipitation forecast for the next 24 hours. • Stabilization Is not required if the work Is occurring In a self-contained excavation (I.,. no outlet) with a depth of 2 feet ar greater (e.g, house foundation excavation, utility trenches). All areas of disturbance must haw permanent stabilization within 48 hours of reaching final grade. How to coryl Prepare bare soil fa seeding by grading the top 3 to 6 inches of still and removing any large rocks or debris. Seeding Rates far Temporary Stabilization April 15 - Sept. 15 - - - Ryegross (annual or perennial: 20 lb./acre) Sept. 15 - April 15 - - - Winter rye: 120 be/acre Seeding Rates for Final Stabilization: Choose geed RYm mr PbW 8lWll cos- ' A,. m.�m,a ..noao..n. Bhd.bot,emD berP•rdm JI 0.1 Gmoe wbkacbvm (b®. w T�B Feacua KY-Jl/R.bel 1 aJ5 Radio Comma Psmeedimv 1- 641x25 emb ar Plebe.ed P.rdee 2.s ins. of Bbd.mot sad 25 m.. wes. ctnvcr p<r •cr< _.. Mulching Rates April 15 - Sept.15 -- Hay or Straw: 1 Inch deep (1-2 bale./1000 mA) Sept.15 - April 15 -- Hay or Siraw: 2 In. deep (2-4 bales/1000 oe)on Control Matting Ae per manufacturer's Instructions Hydrossed As per manufacturer's instructions 9. Winter Stabilization Purpose: Managing construction sites to minimize erosion and prevent sediment loading of waters Is a year-round challenge. In Vermont. this challenge becomes even greater during the late fall. winter, and early spring months. 'Winter construction' as discussed here, describes the period between October 15 and April 15. when erosion prevention and sediment control le significantly more difficult. Rains In lots fall, thaws throughout the winter, and spring melt and rains con produce significant flows over frozen and saturated ground, greatly Increasing the potential for erosion. Requirements for Winter Shutdown: For those projects that will complete earth disturbance activities prior to the winter period (October 15). the following requirements must be adhered to: e 1. For ea to be stabilized by vegetation, seeding shall be completed no later than September 15 to ensure adequate growth and cover. If 2.seeding is not completed by September 15, additional -vegetative protection must be used to stabilize the site for the winter period. This Includes use of Erosion Control Matting or netting of a heavy mulch layer. Seeding with winter rye Is recommended to allow for early germination during wet spring conditions. 3. Whsm mulch Is specified, apply roughly 2 inch,, with an 80-90% cover. Mulch should be tracked In or stabilized with netting in open areas vulnerable to wind. Requirements for Winter Construction If construction activities Involving earth disturb ... a continue past October 15 or begin before April 15, the following requirements must be adhered to: 1. Enlarged access points, stabilized to provide for snow stockpiling. 2.UmI s of disturbance moved or replaced to reflect boundary of winter work. 3.A snow management plan prepared with adequate storage and control of meltwater, requiring cleared snow to be stared down elope of all areas of disturbance and out of stormwater treatment structures. 4.A minimum 25 foot buffer shall be maintained from perimeter ontrala such as ant f-.e. 5. In areas of di.turbanca that droll to a woter body within 100 feet, two rows of ll fence must be Installed along the contour. 6. Drainage structures must be kept open and free of snow and ce dams. 7.Silt fence and other practices requiring earth disturbance must be Installed head of frozen ground. B.Mulch used for temporary stabilization must be applied at double the standard rate, or a minimum of 3 inches with an 80-90% cow, 9. To ensure cover of disturbed soil In advance of a melt event, areas of disturbed soil must be stabilized at the end of each work day, with the followingexceptions; • If no precipitation within 24 hour. is forecast and work will resume in the some disturbed area within 24 hours, daily stabilization la not necessary. • Disturbed areas that collect and retain runoff, such os house foundations or open utility trenches. 10. Prior to stabilization, snow or ice must be removed to less than 1 Inch thickness. 11. Use stone to stabilize areas such as, Me perimeter of bulldings under construction or where construction vehicle traffic M anticipated. Stone paths should be 10 to 20 feet wide to accommodate vehicular traffic. 10. Stabilize Soil at Final Grade Purpose: Stabilizing the alto with seed and mulch or erosion control matting when It reaches final grade is the beat way to prevent erosion while construction continues. Requirements: Within 48 hour. of final grading, the exposed moll must be seeded and mulched or covered with erosion control matting. How to comply, Bring the site or sections of the site to final grade as won us possible after construction Is completed. This will reduce the need for additional sediment and erosion control measures and will reduce the total disturbed area. For seeding and mulching rates, follow the specifications under Rule 8, Stabilizing Exposed Soil, 11. Dewatering Activities Purpose: Treat water pumped from dewptering activities so that it 1s clear when leaving the construction site. Requirements: Water from dewatering activities that flows off of the construction site must be clear. Water must not be pumped Into storm sewer,. Ickes, or wetlands unless the water is clear. How to comply. Using sock filters or sediment filter bags an dewatering discharge hoses or pipes, discharge water Into silt fence enclosure, installed In vegetated areas away from waterways. Remove accumulated sediment after the water has dispersed and stabilize the ore, with seed and mulch. 12. Inspect Your Site Purpose: Perform site inspections to ensure that all sediment and er control practices are functioning properly. Regular inspection. and water ainlenanceualit of practices will help to reduce costs and protect 9 Y . Requirements: Inspect the site at least once every 7 days and after every rainfall a enowmelt that results In a discharge from the site. Perform maintenance to ensure that practices are functioning according to the specifications Outlined in this handbook. In Me event .1 a noticeable sediment diacho ge from the construction dts, you must take knmedlate action to Inspect and malnlaln existing erosion prevention and sediment control practices. Any visibly discolored atormwater runoff to waters of the State must be reported. Forme for reporting discharges ore available at: www.vtwaterqualilyag/star wetm.htm WOOD A" 01 PLASTIC ORANGE CONSTRUCTION FENCE END POINTS "A" MUST BE HIGHER 0.35 m/m OR FLATTER THAN THE FLOW LINE POINT "B" FLOW LINE SLOPE 75mm (3 in.) MIN. COURSE ROCK A A A FlAW Otm _ B �. 2 ft. MAXIMUM) MINIMUM DEPTH OF COURSE 15.. TO 45cm ROCK PLACED IN CHANNEL DIFFERENCE fT.) ROCK SET IN I. -FLOW LINE IS 15cm (0.5 ft.) (4 in. MINIMUM) TRENCH SIDE VIEW FRONT VIEW DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2�GREATER ROADWAY FILTER FABRIC SECTION A - A \ NOTE: SANDBAGS OR SPILLWAY USES DBAGS APPROVEDOR OTHER DS CONTINUOUS BERM OF TTO C ANNEUZER RUNOFF EQUIVALENT HEIGHT BASIN AS REQUIRED. SUPPLY WATER TO WASH \ WHEELS IF NECESSARY P 6F a man o e A I A 2"-3' 50-75mm) a COURSES AGGREGATE e"p 12' MIN 0 MIN. B" (150ni THICK Op�epy;S ba � DIVERSION RIDGE a n a PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. STABILIZED CONSTRUCTION ENTRANCE N.T.S. POSTS 0DOWNSLOPE. POSTS AND 2. STAPLE THE WIRE AVATE A 4"XB" MESH FENCING TO ANGLE 10' CH, SET POST 4FENCING TS. UPSLOPE FOR STABILITY ANDSELF CLEANING" MIN. 6" 3. ATTACH FILTER FABRIC 4. STAPLE THE WIRE TO THE WIRE FENCING MESH FENCING TO FILTER AND EXTEND IT TO END POSTS. FABRIC THE TRENCH. COMPACTE BACKFILL INFILTRATION SYSTEM SECTION N.T.S. D-50 DOWNSTREAM FLOWLINE SLOPE OF STRUCTURE (m/m) OF ROCK 0.35 0.30 0.25 0.20 0.15 0.10 (MM) MAXIMUM WATER DEPTH OVER ROCK him 150 1 30 36 41 so 66 100 SITE ENGINEER: C CIVIL INGINURING ASSOCIATES, IIINE 1OUVARELDVIEWfA, Sam Bustimm N, VT 054M BDPs f#k BDTJM4T�1 cover' www.asf.cbn DMeN SAL CeRCYRD DSM APPRom DSM OWNER: GREENFIELD FLOW CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PLACE DOWNSTREAM STRUCTURE SUCH THAT POINT "B" IS APPROXIMATELY LEVEL WITH THE LOWEST GROUND ELEVATION OF THE UPSTREAM STRUCTURE A STONE CHECK DAM STRUCTURE N TS, TEMPORARY SEEDING & MULCH OR NETTING SILT FENCE OR HAY BALES INSTALLED ON DOWNGRADIFNT SIDE TEMPORARY STOCKPILE DETAIL N.T.S. FABRIC TO BE 10OX OR APPROVED 36" MIN SPACING X WOOD METAL POST 1Q' ondu1p 12" MIN 1 FILTER FABRIC TO BE CLIPPjrD, SACK FILLED AND BE 8 BELOW GRADE STEEL WOOD STAKES SEE CHART AT RIGHT 1. INSTALL MIRIFI ENVIROFENCE, OR APPROVED EQUAL OR AS DETAILED HEREIN. 2. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE. THIS INCLUDES ALL FILLED OR UNPROTECTED SLOPES CREATED DURING CONSTRUCTION, NOT NECESSARILY REFLECTED ON THE FINAL PLANS. CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE. REMOVE SEDIMENT WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE. SILT FENCES ARE TO BE MAINTAINED UNTIL SLOPES ARE STABILIZED. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6", FOLDED AND T WED SIL N.T.S. 3 0 2OR4 PROJECT: LOGIC SUPPLY INC. PHASE ll EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 �I CR.Cx.DI 1-14-14 DSY/1CL aPD1rsD PIAN EROSION CONTROL DETAILS AND SPECIFICATIONS DATA DRAImIG INUI®Qt NOV., 2013 AS SHOWN C7.1 PRoz. No. 12132 City of So. Burling on SECTION 02110 SITE CLEARING PART 1-GENERAL 1.01 sumM A. Smunn Includes: 1.Rsmowsude: cattle. 2. Cleer sib of plant Iffe era grees. 3. Remove trees and shmbs. 4. Remove mot system of Mea md.hrubs. PART2-PRODUCTS Not me d. PART 3-EXECUTION 3.01 PROTECTION A. Protect Alit" that remain from damage. B. Pnosect Me, plant gtowM, and hawss designated w amain ere Bnat bMecticIV C. Ptorect bench marks Intl existing machoom hum damage er deple,em-t D. Us meal n..-N to prewnt tlmt Mmmip a mosence to Me pubnc, toneighMre. and W etho-1, Ming performed on or near be,M. E. Malnmin assess. ffe ao at al time.. 3.02 CLEARING A. Clear ems -ruined for access W sM antl execution of Work. B. Remow true and shrubs within areas ere intira ed or, the Plans. Renew ounce, roots and op mom ell oMer pmjac0on 1 %-. grater In dmmster b 241' - the sxcevmbd .udeces b cut eras and 2.0' Mbw the umne d wpnde in No ass. 3.03 REMOVAL A. Rsmow dells, nook, all .heeed plant Sm from ell. B. The ConMctrx shall werdi.he Work with the Engineer aM Cveer in sobllshklp sulbbe Ohas with, the MMMy limits It, eepnldnp debris, rockr all extorted plant Illy. The onumbo, Than be reemn.ims for Mckt fang hopping) and timing all wash shoe. 3.04 UTILITIES A. Cochmele whh Arty compares and agencies as regwrad. END OF SECTION MI10 SECTION 02010 MAINTENANCE AND PROTECTION OF TRAFFIC PART 1 -GENERAL 1.01 DESCRIPTION A. The Comm" ,,net mstnein tneffic in me project area b the berado Mn of em Owner ell me Enpinear. Thin woultl rypicely man olbwede Mon durum (15-20 minums) InemupM. and funds' cbeun ter M 1a in.otshen d necessary. Ameee by o^erl'" whl- must . allowed at any tune of Me day. TM ConMctar will M rewonesm b wmeh. Iserl ell mmpa. ch,nhe Wllcn tanbre as required b pn ect the Mlik, workmen and row mm, It IMll be the rob reaponelbmly of the Contractor W keno the howl Agencies (InolMing but not Ilmond to Town Hgell Fire inn, Debarment, Police eFire Deartmsnm) P.-- at east 72 hours In aMame of Menpec In trafic.Mf. din to remxlbn of peomant w s er cbao citrus, The Contractor Mall supply, Inert, mosmar" adjust mow, rebcees, ell stirs M age,'mly Ilghted benicadae, Mmc cons, all be8k ommu tor,, Is necessary W wry but me traffic routing Pon and not ntem whicum, all pedatden Milk. An of Ml. work shall meet the requi.ene of I. -I Agenda cud the Owner. B. Tne Comm", atoll fumim, light, ell er malnn cull sgIt may M duceM d,. may nary for ill cub napdmen, a comenbnw err awnlc. Sall igne e. aepedet, Illy stall M edwwbe or Ill regulatlw, .fey all mmulbrar of Milk. The Contractor mall provde, erect end m9lnbb .Mby, Ightsd Mrmmoles, warning lights, ere., asneeded, .read rocbd of res, W keep people, o.,ammo and vshlda tom excsatbna, Ashcam, eto. The Contractor may M required b empty trehcmen ell wna take other such reeble means or pncemsmI or, to Owner may tire,[. or as may M needed b prevent damps or qury to polo., -a", or In. pnopery, ell to mine Me Ism lance, era danger m tits public by he construction operations. The C..."', mail confine no -.pan, of public or beveled ae sm ys to tieeees et ep mma0ble with Me efficient and sate adormer. of to work wnbmpbted by the wrlMct. C. The Con -tom shell observe and obey all local all.tote law, ordbunlcea. ngubtlo. all amrtl 1 In relation M Me obill-I of It -to am highway. karehg preps -ways own all poectkg oahc wMm Men may be danger tom all coremicon, actlNtlea. D. Suitable lignbid bankers or b-1 me, shelf M fumlehad by he C-coctor and IOW up and m dmalm l at all times during to right or dswme, wouM an oMan ditches, trwchec, xcavNlo., or inner work polentldly dwha.mu. m Inaft Such bericacs ManM commcted of 2 inch by 8 inch tough lumber, sewrey, suppoNd and owed d seed 3 rear hgh sho. w me ground Bmmd aeea en ere placed on all Bide, andro MmMW heentire bnlNn and breadth ql en oar dnchs, ironchae, eawvalbns, ar shoe, work which mint M barred b the general puMk. Mrdcedae mall be proaM pained b the eaeectlon of me Owner In order to reed a high degree of vlelwlq to wnkulr pedesidw MNk. E. SWlably Ilghted bemcedee shell M dal a. bankede. is by Madero In acmrdrxe who me mregreph pother fighting mea oho reproved by she Owner in I'au ow,of. Flshere shell M Paced abng to entire length of me barricades at en Inmrwl I gm,br than, 0 %at caner townbr. Fla,Mre,Mll be power operated, lane diroc.d, enckeed right unite which eoll owner Inermillant light ham 70 to 120 runs, per mMuts, ash the period of light emitlanw c MW tot man m25 percent of each anaff cycle, mgadlass of remaaitme. T amlXstl IigM Mell M yslbw In mbr all toes Man 12 musrs Imhes. TM dlecoun- Ignt man be Night enough to Na co.pIII veMls during me Mum of can- all a metrum di.onw of top feet tom the unit amen I. er noon direction. the rcmVirq.-Imexche mall apply to degms or more b ill We end 5 depme. or more above all Mbw, tM pMbmMk sal. F. TM ConiaMo, shall wmilh and.-mly earn listening unle. sign, compoUsi, and omit objaco k such number end for each lengne of We a. an -Ims ter the mamtenencs rd probctbn of Mlfic, a s Me Enghar "odor TM Ilaeler ehW be In oaatlon during an Mum between suet and sundae, aM during pedodo N tow nobilly, The Comes- atoll ..mean, rebmb and open. M-. am fame Mto nbut me Joe of the con - Should ins Conbacto, or his employes hx i W at oW Om maintain Mmredes or lights, a,rewired atllar dunked -Oily Owner Imtfoon y,amulld-Sbw,n.y dust MC am mNnern banlmds or Igho. TM wet tom any amount dus or. bswrne rim b M contredp undo, tom wnMct. G. ffthe CON, elopmp nsoroccupanryofanypublk streetorhgnway,orinsuneven audacee ova anry Mnenes bring main.lnad by Me Connector shstl marfea wars me remowl r sending of snow er ice by the public .01,, Mbx or adjoining tom owrea, in an oninry man., with mi highway aq WpmeN, Me C.Mdo, then be required b adorn such eervke Mice abnc-moribn or adjoining owner wNh-char,.. N ins Contractor ere to do so, he eon reimburse the cell -Mri s, or mpnirg no. for am addNo.l wet I them for dole such work -I.md by contlnione aMp toMn im e Codors Arran s, aupamy, or Mnch audio., together wIM any damage to the equipment N aald ado. by Moos comitio., or clmims of terry arts, nor dames or injury or loom by eaten d Mlun to remove snow or n. or b nth ky dab under these wmllbn.may M H. The Connector snail be rsarrdble for ropledtg am Installing any etobn Mfik sign st no said tlonel coot b ue Owner. Dd I. The preceding am minlmum requiremene for me msimmonm and protection of befit doing me maMctlon d the project. O Ms CanMctor dame met edditionel eevkee are -maxi May shell be seblled after tone., Me Own,. END OF SECTION 02010 SECTION 02203 ROCK AND BOULDER EXCAVATION PAR T1-GENERAL 1.01 SUMMMY A. Work incrude": Furnish all labor end equipment requlaE for expwtbn, depo.l and replacement of rock end boulder. B. C-kh-Nell keep swuars, ntcord of rock .-I ton poaibe Invease. becomes, in -mm, of work Both hose on which Ma Bete BM a beeed, n folbw.: 1. Mass took "oh"" of cubic ye 2. Tronchrocknmovalof_2 cubic curds. 1.02 DEFINITIONS A. Rock axcmeti. enetl mean rock whkn mlWae ter its removal ddtlm end tbatkg, wachimi dadinn ,. pwMV. B. Boulder .... ustlon shell ,an MUMers am cubic yard m-k-b or lamer, which can M exwvabs wlMout roaortlnp to bW g. 1.03 QUALITY ASSURANCE A. DnelhcaM.'. 1. Seemk Survey Fiml: The mmpany oo, suing In womb survey, with minimum offbm (5) wan dommented e,am-. 2. ExpbeNe Finn: Tha company speclelidng in axplosNs ter tlidnbproon ofroct wlma minimum of Ma (5) yeas dacunearrbd apeMnce. B. RepArtwy Roo-menm: 1. Contort. applicable cadge ter exploaNe dlelnbpretlondroct andb NFPA 495 ter handling expbsNe mebriee. 2. Obtain all necessary permit from auftdb,, (but. Stab and fadeaD hating lMsdkdon .b. sxpbaNss am brought to one alb or drilling Or shooed. C. Additional P-mm,nb: dadk Two etoariv wandp continmus rewrtlirg eelemopntphe anal) M in oanton al all times dmg the el.etl. wan. 1.04 STORAGE A. Then IMn M no WInught stoma of explumme at the me. 1.05 SITE CONDITIONS A. Sleeting Lope and Records: For each blasting event, malmax, a-unts, nwde which bbualm, as , minimum, dab, Mb number, depth, location, total scpb.Ne weight b m , host maximum cwbehe weight per delay (or M expl- weght in "a blosl Mb and me ..I'M naMeMlaycap..."all wMurfau ma- wmureM our, drilling. 1.06 SCHEDULING A. D,Nog opembons shell be mnd.w Monday mroph Friday, tom 7M A.M. to 4,01) P.M. S. Boeing oareons shell M wnducted Monday M.uph Friday. Dam ON A.M. Is 4:W P.M. C. Notifteron: 1. Notify adjacent ptoaM owner antl rsitlanm (wMrin 1,500') a col... of awn (T) days IN, advance of all-clated Mating oa10one. Expert, bleating; all atomic operation and schedule. PART2-PRODUCTS 2.01 IMMMALS A. ExpbsNs matshela.henbe In wnlbrmanKre wIM NFPA 495. S. Exylomme. Derby Dedm and But Ma.riae: Tye nconxnendad by expbeNe firm following seismic survey ell required by i0Mrtie9 h.1ng jedadkor ell In -do-who in, NFPA 495 coda. PARTS - EXECUTION 3.01 EXAMINATION A. Pre -Bleat Survey and Site Eamlatlon: ct Conduct a pro -bleat wrvsy on ell s llerent Mmlps ell IMNldud weer eyebme wimp e mebnm or 1,500 ball The wf q hall d uda ily W w all cube of,d erg.1 tleMs In me bulldipe and wrMcaon of quality ant, Ouannh or curse, In ail IndNdusl ester awlame. re it rI g sib wmnb. ell tole ell eubsurlece impularirbe wmkm may aRM any work 3. ldentiy re9ulntd Ikea, levee, wnbun all aawm. It uoolI taMad It ollmwplrvpsyedjmawr nIol pmrocX eeNscaav, other herb workworkebor ehmating utreac.Mgae mar curs B• When Old, rock a Malden are encountered, ins makeal Null . uncovered ell the Enpinar notined. The Engineer wN lake crow-eecMro of 0e bp0 rack eudaa. IMe Contractor ex-ro leper but tells b noWy the Engineer end allow ample I- On, -sectbning the undbwri material, the Contractor shall theme nu rRhMf-c,lk, to any III ... hcaon other than doer kwe l by the Engines,. C. Tns even9e and era meted Mall be uses in tl1s wnrpumon of ill vowmea wherever -I- 3.02 LIMITS OF EXCAVATION IN ROCK A. Eacewtion b mck shall be performed, unless itM.ee directed,. bad . pnjaton sail some wmin vertinl Dorm. 6 Inohs outride d Me emw,n o, s shown on me Dawlrps. In trended. Me rock Mall M mmoved to sin, 6lnoMa below Me undirmideof ins"of ins pipe Ming lab Mereln, unleu oh rmse mown on Me Plan. Where excavaon le mnod Mbw Me .bow -determined Ilmlm, Me ark i iuml saw shell M refilled It the Contractors expense will adds ... I cc-ta or miar selectM mamMI, s di -and by the Engineer. B. Gantlet pevemenl to be exwvared Ball M chi in a true tin Rmn who me Ilmim of Ill -math and me edge. Mall be adequately pmecba. 3.0 ROCK REMOVAL BY EXPLOSIVE METHOD A. Unbs omervda IMkNed, me rock pay limbs stall M IImMd b Me bllow ng 1. Two noel oualMe of mmrere woM1 ter whim tome an requires, swpt loounpt,. 2. One toot ouerM of perimamr or bonrg and betlom of M1etlrga. 3. In pia MnMes, 8 Inches Mlow invert elevaon of Dla all 2 ter wider men donneer of pia 4. Oublde dlme.lans of wnuab work whore no toms era requhetl. 5. UnderelsM on gnde, 12 incite Mbw boMom of wnwnm slab. B. On a tle0y, bate, Me Contractor he. win, rack ex-tbn who Ill Owners npommusum, IMe Comes- and Owrer, 1prounb6w It, tot agroe on trial gandme, the Contractor shall not heck011 these antes WIN may son M surveyed all aoea-sectioned b -may determine the Pont q.ntly C. Conduct all btssup oanMns, in full wmpten. who all Store am federet Now, and coral ordinenwe. Take .1 poalble ton to ..0 irqury to person am damage to property. The mck is b M well wwrec and aufic-I warm, gNen b an perso a In me ncm of Me woh Mere mating. Car..h.11 be token . awM damage b mIls6 or Arew a"- above and Mbw, he ground. D. No boosting will M permitted under or adjacent to my street med, or highway unless arnalsbn as Man -e- M wrtlng tom the immunity avkg jurisdiction,. E. Conform to all munaca.l, Serb, federal, and other ardl.ma all mesa relating b Ma storage and ansNg of e.pbsNn. Padkular attention as called ....- b requirements of me electric, go, am other utilhs which may M bored In she ptoj. area. 3.s ADJUSTMENT A. Do nOt ua trench exmvelbn wnd•tlrq of rack end Ooudere exwedirg 6 inrcMc In diameter for b-OlIng. Rock ell -theredell be replaced ry eebcbd exmwbe melee, or wIM approved material tom off -ate wI -. B. ff nook below gad. a eh...d by blasting mused by al. ddlbd too sap, or inn heavy charges of mplos me, or any other -m.ence due to bblung, and I- aheMntl rocl, does not provide suable a ..i,eon, f O rorAshall be removed and Ma swvatsn reBbd with scntened pawl al me expense d the Canbacbr. C. CornM u.umarimd mck. I of oveeroakl. by amowl, beckfnirg era compaction as directed by tM Engineer. END OF SECTION 02203 SECTION 02210 SITE EARTHWORK PART 1-GENERAL IAl XUMMARY A. SecMn mdMea'. 1. All ANY and e0ework.... soon (unless cowrad In other re clbns of Msse re I ketlone), ,I and stockpile of kpaod, shon blll.nfabric, and cow mecsllonsml all apurenrs worm. 2 She ANN 3. RoeMwey/perklg tot structural sections. 1.02 REFERENCES A. ANSUASTM CI36 - SWMW Test Maded ter So. Arerysa of Fine and Cowee Aggropme B. MSUASTM D698 - Standard Test Method for Laboratory Commatm, Chr acsedirt. of Soil Using Stenderd Effort. 1.03 PROTECTION A. Protect bench marks and eaetkg dmcaas. B. Protect show and bNaw, prod. anthem which an to ...in I A4 SUBMITTALS A. Tearing IeMrmbry repots Indicating that m ,teal for backhll meets nqu m-ne .1 rob Salton S. Field d.-I, eat... of rib fin In ptaw. C FbM cosily test roam for roadway simcwrel -mr, pram. D. Sobilbaon Fabric: Submit wpbs of mar,thi-ers sacdRmonm and matalmuon inetmccon. PART 2-PRODUCTS 2.01 BANK RUN GRAVEL A. This towel shall meal the rolkomr, grading requirement: Pstoent by Weg. Show Doak noon Passim Saran Mesh Ste No,4 M-50 No.1W 0-12 No.200 0-6 TM gavel shall be uniformly limited tom coarse to Ill am the, nlevimum tore stow parllde Mall net excead V3 ill he mkkneae of to layer being placed or 4", whichever le bu. 2.02 CRUSHED GRAVEL A. All maoriels shall M a..- from approved sources. Thin growl shall consistof argWer and round hegmenm of h,M duce 1, mck d mlbnm gusllty Mmugho easonaby Me tom Min elopaed pecal, soft or delnegreed stone, Get, organic a other objeclb.be metier. Thin meerol .has meet me Inlbwi. gntNng leplkamwm: PercentM IMai 6bve Osbneon Pasl. Somre Month Sbw Fine: r IN I? 90-too No.4 30-80 No. 100 0-12 No. 200 0-6 Cosner: 4" 95-IDD No.4 Mr-50 No. IN 0-12 No. 2o0 0-8 2.03 AGGREGATE SURFACE COURSE A. Agpegahe for surhw wmae and shale, shall mnelct of dean, and grevet cmehad gavel or crushed.... It mall M a-mbh bee tom sit tam, clay or organic metier It mall be obokws tom appmmed eaurcs. B. Grading. This mateal shall be unIN-1, Faded tom wane to fine all shN, meet Me bllcwMg trading raquiromanb: Pants by Wegm Sieve DM I Pesebg Spire Mom Siew 13 1DO 1" SO-1D0 No.4 45-55 Nc. IN No. 20o 0-15 0-12 2.04 COMPACTED FILUGRANULAR BORROW A. This materiel shall M Bee of shale, clay. Stable meteal, debris, am organic moor. graded In aamrderlu wIM MSUASTM CIN wllhin ill blbwlp Ikna: Perwra by Wright SWe D.bneWI P,sblo So-. Mesh Sbw, 8" IN t T5-Ire No.4 20-1NO No. 100 0-20 No. 2M 0-12 2.05 OEOTEXTILE STABILIIATHON FABRIC A. The work shall consist of wmishing and placing m appmetl abbllW lion oink on a propered sues who n me limits shown on Me palm. The fabric mall meet, er exceed Me bowing pro,-,: I. Gab con.u. strength (ASTM M D-46 - -15% 2. Gntbtorahs ebthUS (ASTM )-1M-1. 3. Puncwre strength (ASTM Ddu3T) -120 Ill. PART 3 - EXECUTION 3.01 PREPARATION A. Identify-.1-1 line,, levels, con-, and tlstum. B. ldentiy known balm gape ublims, Shoo-nd Mp bcatb.. C. k in end troed exb919 uhhee removing which, past, mmugh soak era 3.02 EROSION CONTROL A. Erosion mnbol must M Installed pdor to beginning any earthwork operations 3.03 TOPSOIL EXCAVATION A. Exmvete bpsoll from areas b M axcav,bd, M-landemped or rograded and stockpile In areas met .. sd on SM or ae directed by Me Engineer. B. MNnoin tM sbokp9e in a manner which wi11not obstruct Me rrwrel flow of dromage. o 1. Meintaln sckpile free from hobs. timid bean. 2. Keep me b{reoil damp to prewnt duet and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoll from mass to M ngreded in xxxx rdanm who cons. B. Exmvae sAsoll required b accommodate buiMing I ..datbns. Nabs on grade, site abuclure., construct. carolb., made, and parking areas. C. Grotle top badmster of -lion to paysnt surface water born draining into -co-ton. D. Notry Engineer mnexp uected wbsurbw conditions, and discimbr m effected wort, in ems mho notified to resume work. E. Correct ease av,razcavahed by error as &-Lod by the Engir-at no met W the Owner. 3.05 DITCHES A. Cut accu aey. the ...- lions, grades, and slevaMne shown. B. Maintain excavations not, tom detrimental gMmMu of taws. Mkke, trash, snd other debris until mmplatbn of she wont. C. Di.pm, of excavetad materiel, be shown on me drawings or directed by She was Engineer, except do not in any rasa, delxsit materials toss Man three feat from Me edge of a ditc. 3.OB EMBANKMENTS AND BERMS A. Won embmkmenm am b bit made w s hillside, the elope of Me adginel gm,M on which the moomor ens, are to M mnstruced shall M stepped all properly trained! se Me fill Is constructed co that ed mmor movement of the sbae do not occur. S. Any suwlad rock, ledge, Muldea, all some, III whom required in the conswclion of other KIM or otherwise directed, shall M used in the construction of embankmerds b the extent of the project requirements and gemmlly shell be pored a as b form the bees of an emMnkmenl. C. Frozen maerel shall tot M used m the mnetructbn of embankments, nor shall me embankmene or socemhe layers of the embankments be placed upon Bonn metal. Placement of material Inter than mck shall IN when Me .stained a1, temptations, below 32 dsgroes Fahmnheft, pmhibb the oboiNng of Me required wmpacon ff the maerlal I, oto.ise acceptable, ft Mall M atockpMd and reserved for Mum useoIts wn randMon I scceptabb ter use in embankment. D. When an embankment la W be constructed across a swamp, muck, or ores of msobla soils, the unsultabls materiel Mall be excavated to roach wile of adegsb bearing capac0y and the embankment Mgm Aftematwe methods, such ea me of a sobilibummn Orion pow of -com, un cud bacMI11, may be W Azad only allor approval of soma by the Engineer. E. Maeml Ming placed in erMankmenm mall be placed in horizonto owe of unito,m thick recs across tl1e cup widM of Me ambankmenL Stumps, bees, wbbeh, antl Omer un.uable materiel sail not be placed in embenkmenm. F. Embankment area Mall be placed in eght4n,h lift. Effective mma ding ar xpm.nt net M aced on itch rover b obteln arse. Mkkness prior to comprdbn. Eats oyer.all o kept crowned b hoed water b the ,,Mho adge of embenknsnt ell wnbnwus bvelirg all mardputamg wiN be required b aawm uniform denaRy The andm area of each own shall M uniformly wmpacked to at bast the roqutred minimum density by me of compaction equipment wneasthp of ro1sero, compaclols, or a wmboatbn thereof, Earlh-nloving and other equipment not specMrelly manufacwrod ter compaction purposes will col M considered . compaction egW-t G. AN fill rmumal mall be compacted at a moblure content suitable ter oboinlrg t wish d desiy. In nosea .hall the moimwm content to each layer underson druction M marathon Urns, penent above the optimum moiswa content and shall be ton than duel quantity that will se the embankment b become unstable during compaction, Spon,mars, shoving, or other dbpiecement unlir havy equipment satl be coneitleretl evdonvn bran enyroednp debrim -non of heck of imunity wxor Mo-.rement end further porem.M of malarial in the aro, rM cted shall be stopped or retarded to a11ow the material r, aWbllL. H. WMn the moistom consent of Me maorol In the layer under construction la less Man Me mouM necessary b obtain saMoctory compaction by mechanical compaction methods, water SMe11 M added by pamu. diturbulom or other approved mmi mein. Water may .1. beached m excavation or Mnow pre. Tbe weer teen M unibmhy all Mono,gnry incorpoabtl in. ma .8 by des, ho-irg, blud ing, or by In., approved numoN. The anipuoon may be oMtled for undo and gravel. When Me mulslure content of Ile nnumal Ito In excess of three percent slow, optimum moisture consent, dry metal Mall M thoroughly Inwrporaed Into me wet material, or the wet material shall be a mad by dMing. narrowing, biding, totary mixing, or by otheir approved methods; or wmi- on of Me oyar of wet maonst shall M defamed unol the keys, has M dd b Me required molawn coment by pormon. 3.07 COMPACTION REQUIREMENTS A. All beckfille and fills Man be compacted in awn all (12' muI,unn) to afao the required deneNa as lolbwo Shendard Proctor Location ASTM D4698 Subgrede end Gavel for Road. and Parking Loa 0% Gemal Embenkmenb 90% 3.08 MAINTENANCE A. All arihwoM1 should be checked arbdicolly b see that stows ea m good condbbn. Any Ne or damage tom erosion and animal burrowing mmid be repaired Im oduali b avoid further damage. It soma Mvar. on M searea ., t aa1wWd be evalmed b hob... N Me seep will cause an uneobi, conm0on, Subeuncce dais n gavel --thug may be requtretl b soee seep problems. Diwmios, berms, all w Wmaw in Me l,M gmdkg arse should be chocked to son, at May ere wnetbning prearly. Problems foundduring m, Insactlone should be repaired promptly. END OF SECTION =10 SECTION 02225 UTILITY TRENCHING AND BACKFILLING PART 1-GENERAL 1.01 SUMMARY A. Section Includes: 1. Trench, Mckfill, and comad as specdled herein all as needed for inshelo0on of underground Alloom bcabd 5 feet ounid. ma bWMingil 1.02 QUALRY ASSURANCE A. Use mequahe numbers of skilled wommot who am thoroughly Mired all expademad In the neessary calm and who are completely familiar with Me speclled w remend and the meMom needed for proper psrfomeme of ma work of rob saxskm B. Use souipment adequate in size, capacity, and numbers to mcomplish the work in is innerly mommer C. Comply aMh requirements of gowmmental aganc s hearing jurisdiction. 1.03 REFERENCES A. ANSVASTM C130 - Standard Test Method for Siew, Anaysia of Fine and C,mm Aggregates. B. ANSVASTM D598 - Standard Test Method for laboratory Comphe action Crecbm ice of Solt Using Standard Effort. PART2-PRODUCTS 2.01 SOIL MATERIALS A. Fin and backfill malerkete: 1. Fill maeal is subject b the approval of the Entries, Material provided! can M ne-cl from scsatkxs on Sib or imported from approved off-elw borrow am,,. Materiels mml M prodnmlnently gnitruor. n m-exparmlw soil free from porous matter, organic matter and other dsobdom meter all contain no mks or lumps over 6 imhs m greatest dimension. 2. Rinks Mving a rl rroneinn greater man 2 inches call ml M placed within 2 feet of ill oulscre of Pipe. 3. Cohrmorm , materiel mod for omits: Provide sand free Oom organic maerml and odor foreign moor, and s appnovad by Me Engineer. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the arse all conditions under which work of the section w10 be pedon-d. Coned conditions detrimental b Omely and props, wmpbtbn of Me work. Do tot proceed antl uneaturfacbry condlons an mnecled. 3.02 PREPARATION A. Identify required line,, Isola, contours, and datum. 3.03 PROCEDURES A. Euding UtiOMs'. I. Unlme shown b be removed, pmtact active utility lirasho wn own on the drawing, or othenelse made known to tie Contractor pdor I Mnching. If dema0ed. repair or wlmm at nr. met to the Owne2. When eate0ng underground MIMea, which am not scheduled for.mM to Me ndonment =.bred In the exmwtlon, they sail M adequately supported all lavoctetl from damage. Any damp, to ANAM eat M repaired promptly at no additional cost to Me Owner. 3. If utility fervlce a Intenupted am a mou t of work under the secbon, Immediately roebro uryl a by ropeldrg be damaged ANY at re additional at to Me Owner. 4. If exleMg Nlllffee am found to Inherent with to pemsnent ediffloo Ming wnsbucod under this section, immediately notify the Engineer and saute in -bons. 5. Do not proceed with daimption of a rm, or permanent allocation of Aftea ua1 written Inetrnxdbns ere scat ed from ill Engineer. S. Pnoection of owns and property: 1. Berkade open holes and d,preeslone occurring As pert of to work, all post warning lights on proady adjacent to or with public imam. 2. Operate wemkg Ighe during hours from dusk b down all day and. otle.ee with d. 3. Protect etrucwms, WIMs, eMawlks, avernenm, and Omer f dMee tom damp, ceased by seMement lateral movement washout and other IM mm cromma by opan0ons under the inaction. C. Dewat i.', The Contactor, at all fimes, sell conduct commons so s b prevars the accumulator, of water, inn, end .now in excavation or m me virmiy of excevebd we Ito b prewnt water tom mbrbring, M Me progress and gmlay of ft work. Under no condions shall water be allowed to me in open bench., after pia as been placed. D. Accumulated water, Ice, and snow shall be promptly .overt and dleased of by pumping or offer approved means. Dopoeal chill be uMed out In a manner which witi tot I mta I hazard b public h..M. nor mug iNury to public or Pmmus, popery, wort, completed or in ptogan, or public street, no, muse any imerlerence In Ill use of sham end mod by tits public. Pipes under cgnehuctbn mall not be used for drainage of ewa nit -it E. Malntaln -ax b adjacent a.s at all time 3.04 TRENCHING A. Provide sheeting and shoring neceseary for prolectron of the work and ter the Baby of arecnrel. I. Shooting and bracing required far Mnca mall M amov.d Will ebvaMn of fM or,. but no Meeting win M allowed! to be puler, rengwd, or r'.0 bed bW- per pla. B. A trench shall be excavated b me required depth and to a width roAdent to allow for lnlning of the pipe and compaction of Me bedding and MI MI mmoral under and around the pipe. C. The completed Mnch bo- shell s,firm for tin toll length and witlm. D. N Indlcebd on the plans or directed by the Engirwal poor found.#- material pmunered Mbw the normal Bade of Me pipe bed shell be removed and replaceM d wnn grenula, cklill. E. Where pipes am to be pieced in embankment fill, tole excavation Sall M made air tM enbakment has been completed b a height of 3 feet plum the member of the pipe abme me designed grade of the pipe. r. Exwvatip ter appurtenances: 1. Ex .W for manhohe and similar aWctus to a distance sulfident to taw at bast 12 Inca dear between outer turwo, and Me emankment er shoring that may M used or hoof and protect Or. banks. 2. 0--depM excevaon beyom such apadbremea Mal as not been mnded wnl M coslMred-th.dzed. FIII aft and, gravel, or Ian wncmta as dliectad by tM Ergirem, and a1 no addfl..] It to the Ow- * Eucalmhon mall not Interere with normal 45 degree Mating splay of bundeo.. H. Where Way nag Mveree public popery or am subject to gmt,mmener er Allty, mmpany (url ldictbn, pm W, depth, bedding, cover, and AM, requaremene m set forth by Ipstly constituted authority homing juriadlctlon, but in no case less than the dapm shown In the Contract Documane. I. Where Mnming ocoum M existing own, mm- turf in eectiona end keg ramp. Replace turf upon cor plon- of One beckfilll.. SITE ENGINEER: C CIVIL ENGINEEUNG ASSOCIATES INC. 10 A6Vy1 VIEW LANE, SOUTHBLRI9MaTON, VT O54M ap2dal-21P3 FAK apOddLTPr Ill: www,oee - DRA11N SAL IfeC1�D DSM APPBOVBD DSM OWNER: GREENFIELD CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PROJECT: LOGIC SUPPLY INC. PHASE II EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 "I CIQC® SXV®ION 1-14-14 DBY/4CL UPWI'30 PIAN SP_ECIFaR ICATIOpkkNNNS JAN 3 0 20' nxnatnr. NIIbPNx NOV., 2013 AS SHOWN C8.0 ]. Nil. 12132 3.05 BEDDING A. Ppe Bedding Area: Prior to laying pipe, bedding material shall be placed b it. ININS of IA. excavation and to a depth beneath the pipe as specified . This makMal shall be either Send, gravel, or crushed alone and shall rot contain loge lumps and atones over ono inch in dlemi lei. AS Me pipe IS laid betiding materiel shall W extended to 6lnches above the pipe and leveled along the width of the bench. 3.06 BACKFILLING A. Ib ckfillhmg shall Not be done in freezing weather, with frozen materials, or when mdki already placed are bow. B. Bell material shell be evenly spread and compacted in lifts not more Man 12 Inches Mick or as approved by the Engineer. Previously placed or new materlle anall be mobbned by sprinkling, if required, to ewure proper bond and ompau0on, C. Tmnchea which have been improperly bIIkMW, enclosed or covered up Whom It has Won approved shall be reopened. Refill add compact as specified or otherwise correct to the approval of Me Engineer, at m additional cost to Rae Owner. D. Take special care In backrilling and bedding uperaMw to not damage pipe and pipe mating.. E No compecting shall M done when the mateal IS too wet to be compacted property, At such times Me work shall be suspended .01 MS previously placed and new malals he. dried out amficlen11y b permit proper compaction, or such ether precautions are taken as, may M necessary b obtain proper compec0on. F. Backfill material shall be compacted to the following Peroantage t of maximum dry der lty and the Inplem moisture content ahall not be now Men 2% above Me optimum molelre content, as, debrmiwd by Standard Pmcbr ASTM D698. 1. Amund all 'th"brea, under madway paving, shoulder and embankments -95%. 2. All other areal - 90%. G. Frost Protocol Pipes led wIM Was Man the minhnum cover over the crown and when approved by Me Engineer shall b, protectad against freezing by installation of right insulation N, the wift of in, Ranch. Insulation shall be a mintinum of 2 inches thick with one additr Inch of Mlckne s for every tout of depth of piping bin Man 5 fret. The,heel mall be plied 6 inchw above the crown of Me sewer afar compaction of tin 61mh IM l,,Wiate ,above Me crown. Care shall M-rclaed by Me Contractor during bei and compaction over Me Insulation. The sheet, shall meal Me mmpmssN, strength requirements of ASTM D1621-73, 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMORAINS A. After Me conch has been backfilled toabove the pipe and has been compepted es specified check mini, antl ammdmina to determine whelths, displacement nee occurred. B. Vluaty Inspect pipe installation by fawning a light between manlolas or MWw the bmMn, of the manMba, by means of a flashlight or by rereacting sunlight with a mirror. C. K Me Illumimtad interior of Me pipe line shows Poor alignment, displaced piper, or any other fact, correct one defects to this .mcfad mnddona and at No additional coat to Me Owne, D. Altar visual approval of pipe, a 95% mandrel feet moat M Performed END OF SECTION 02225 SECTION 02260 DUST CONTROL PART 1-GENERAL 1.01 DESCRIPTION A. This work Mall consist of brushing and applying calcium chirmido or-1 to reduce dust nuisance and ml In amo emce witn Maas apecnkatbm and M direcbo by this EWimar. B. Related work: 1. Document aRecteg work of this Section include, but am rot mceasarily limited to General Conditbw, Supplementary C,dd&w, and Sections of DNI.bn 1 of them specfAce r- PART 2. MATERIALS 2.01 CALCIUM CHLORIDE A. The mabnab used shall meet one equmment of AASHTO M 144 e,mpt Met pawl form and flake form Mall M acceptable. 2.02 WATER A. All water used shall be clear add free of m mful ammnl of Ill, and, Man, i ikalb5, Sugar, orgenM mamr or other Sub,"cos ninon r to the finished product, plant IN or the ealbllWwrt of vegetation. Whom the source of water a roan -,.hallow, the intake all be maintained et Such a depth and so encbaed as to erclude will, mud gross and oMe, foreign mebrota. No bmaI Ses, If water wNl M made unless Me Engineer cuMmw One quality If be water. Water known to be of coSabl, quality, may M used w4houl test. PART 3 - EXECUTION 3.01 CALCIUM CHLORIDE OR WATER A. Calclum chloride (tor madways) or water (for embankments) shall M epic ed only at to location,, at aunt tknse antl m Me amount as may be dieced by tie Engineer. An average application If one Pound of calcium chloride per owns yam of ak, sed ....could be Pei&red tar each treannent. The enact mull of applications and amount If dust and by Such ch San, n, haMa ucon Rein and weather condi"m. n shall ve s,, o in win menwr antl by spin avicea Met uniform dleMbution is, aaiwo over Me entrre area on whkM it he pmerea placnd. PART 4 - FAILURE TO COMPLY A. In the event Mat, in he judgement of Ind Engineer the Con tactor lit to adequately control the dust as directed and in acmmence wNb the specifical the win of $1 W.M Per cebnder day will M deducted from any money due Me Contactor as , failure to campy with Me smcificanon. In addition. if Nine Owner I, required to perform the dust control oPemtiom on Me project due to failure of tin Cctor ontrato pacfm o, adegwtey, tie coal osere awiabdi will, Me Owm operation. will alto M d.d.bd mom mans, due Ma CoMmtor, END OF SECTION 02260 SECTION 02400 WORK ON OR NEAR PRIVATE PROPERTY PART1-GENERAL 1.01 DESCRIPTION A. TM work ll Mils section Includes, the prolection of private Property antl Me mslomtlon of arum no., or on print, property. (For further mga"ments see Me General Condl"m and the Smcbl Conditions of Ness smeMmMw.) 1.02 SUBMITTALS A. The Contractor shall, upon awed of the Co et Sake pmbgnaphs of the existing mddthom in Me projod ama. Tbse phobg WM shall "taken as, directed by th Owmr andlor a5 follovs: 1. Any suitable camera maybe used but Me tow must be a swim ergb lens' having a focol length of not more Man thirty-five (35) millimeters. 2. The photographs shall be at bast three and a hall (3.5) inches wide and five (5) inches tong, inbred printed with a matted finish and bomarless. Each phnlgmph shall be boull with tie following infurmefion on the back: Location Strion Dab B. Upon wmpbtion of Me project, Me Contractor shall submit a Second set of photographs, Sake, as before, showing the coed Lions In the project area. Each phonograph shall be marked on the back as specified above. C. AppmximeNly 10 each before and after photograph. wIg bs required. 1.03 PROTECTION A. Every effort shall M matle to protect private or public property during construction. All damaged hose, shrubs and other vegetation .hall Noreplaced in kind by Me Contractor at m addl ionel at to Me Ownar. PART 2-PRODUCTS 2.01 MATERIALS A. All ma ede11 cot specifically described but required for work Included In the Mclbn shell be law, fill quality of shelf respective kind, and subject M Me approval of the Engineer. PART 3-EXECUTION 3.01 LAWNS A. In areas where removal of lawns 1. necessary to complete the work, the Contractor may elect a the remove end Inlo Se the add and put It beck at ed as an appr tine work, or replace the sab with new sad. Seeding shell not M con,itlerdd as an approved egwl b elMer of the above aft emativec. 3.02 BUSHES A. B.hes which am in Me way of the cowtmction and am local on private property shall either be removed, stored and replrted or shall be replaced at the option of No Owner. 3.03 PAVEMENT A. Existing driveway, and parking areas shall M protected during the mwMxtion. Dermped peved areas oidsale Me contract limits shall be matly cut out and replaced with biter concrete b Me complete sagafoul of the Owner. END OF SECTION M400 SECTION 02439 STONE FILL PART 1-GENERAL 1.01 SUMMARY A. Sactlan includes: 1. Stom FIII - Types I, 11, III, and N. 2. RipRep - Heavy Type, Light Type. 3, Gectaxtile Fabric B. Thb work chall consist of furnishing and placing pmtectN, mabab In conformtty wfth the dimecabw, .1-ficne and at the I.. W m indicated in Me comad m as directed by Me Engineer. 1.02 REFERENCES A. VAOT Standard Specifiw0om, Section 700. PART 2-PRODUCTS 2.01 STONE FOR STONE FILL A. Stone for Mine fill shall be appmved, ham, bimte angular mck abler Men serwmm mck confining Me fibrous variety chrymtge (webwtos). The twat dimension of the elm shall be greater Men 1r3 of the longest tllrnewion. The Slow fill shall M wwomby well graded hom the Smwileet to the maximum sire stow specMe t w as b tom a compect mass when In piece. Type 1: The brilliant dmewbn of in, stone shall vary Nunn loch 112 inches, and at bast 50 Percent of Me volume of fie stom In piece whe, have a least common of bur moves, Type II: The longest damwbn of Me ..no shag very from, 2 Inches to 361-... end at best 50 percent of Me volume of Me atone In dace shall have a bast dimension of 12 Incbes. TYt 111: The longest volume of oe tie atone chap very from 3lrchas b 46lion If end et bast 50 percent of Me volume of Me sloe In plain shall have a bast dlmewion of 16lncles. Type N: The brgeat dimension of this slow clean very hom 3 mchas to Winch, and at least 50 percent of Me volume of Me none In place aloe 11 have a bast dimerebn of 20 indea. 2.02 RIP -RAP A. Stow b, np+ap shall be approved, tough, .hewn quarry .tow, as nearly recbngubr In samor as pmcbcable. The stow shah be rem, sound and h-cent to the action of w.. and eatharirg. They shall M of a mck tym o11M, Men serpentine mck combining the fibrcua say, chrymtll, (asbeab,) and swab)- every lapel M Me purpose intended. Heavy Type: The indivbual alone shell wive a depth equal b the dhakw v of tie mime of rip -rap. At bast 75 percent of the volume of the rip -nip, compete In plow, shall consist of stows Mel Naive a mlMmum oil" of 16 crlbb feet Lord Type: The bdvidmi stones shall have a depth equal b Me thickness of tie course of ro-N, The rq + , complete In place, she% consist of stones that Mve a minlmum volume or 12 cull ball. 2.03 GEOTEXTILE FABRIC A. Geobxtlb him, atoll conform to the requirement of Seconn U210-S& Earthwork. PART 3 - EXECUTION 3.01 PREPARATION A. The areas b be, protected shall be mn...lad and graded b Me live Indkabd on Me plans or as directed by Me Engineer and, ff a till wee, nbell be compacked. All abets atoll be eintabnd M the neat lines intlimted on this plans pnor to in, placing of geobxtile lbm or "dding mabal, slow IN, I mp or stop. pavinc. 3.02 PLACING STONE FILL A. The specMad elm fill shall be placed in one mume thickneSe as Shawn on Me plow In a car Mat will reauff In a mersoneby wstl gntldd surface. Cam shell M taken in t,e pbdng b avoltl di,pho g of Me underlying maSaal. B. The sows shall" so, placed and distributed that them will M no accumis, iom or either the larger or -11. a- of slaw. C. Rstrrengsment of the Slone fill by hand labor or mechanical ecborrom may Ne recukec to obtain Me specified rea , D. When alone fill and geobxgb Ibnc am to M placed as part a an smmnkmeM, tie pcemirlalM placed ncumntly Ind, Me consoucgon of theembankmen unless otherwiseauthorized by the Engineer. E. When stone MI and geobxtile IMc is, to M placed under wain, methode shall M used that will minimba segrageticn and insure that the required trickiness of prolc0ve material win be obtained END OF SECTION 02439 SECTION 02513 BITUMINOUS CONCRETE PAVING PART 1-GENERAL 1DI SUMMARY A. Sedbn includes: 1. a... Cu_ 2Leveling Coumee i Finish Course B. General: This work shall consist of one or mom mumas of blumimb mixture, constructed on or prepared foundation in accordance with these Specifications and the type 0 surface being paced and in conformlty with the lifts. grades, thicknesses end typical crone s tbne shown on in, pane or established by the Erglwer. 1.02 QUALITY ASSURANCE A. Use sdas le numbers of akllbtl workers who are iMroughly mined and expearced In the napeaeery craft- and who are completely famnlar with the apedfied requlromen, and the melma nend,d for proper Performance of the work of Mi, Section. B. All mstowls and installation shall be in accordance with The Asphaf Im has Manuel (MS<) and Me VAOT Standard Specifications, 1990, C. Mixing Plant. Conform b Stab of Vermont Standard. D. Obtain material, from same source throughout. 1.03 PROJECT CONDITIONS A. Bitumirow conueb shall not"paced between November 1 end they 1. Mmon chant Not be placed when the granular aubbeSe 1, at or when the air bmperebre at the pewng all In the wired. and may from artlflcbl heat le as bit- Air Temperature Pavement Degrees Fahrenheit Compacted Depth 40 Degrees or below Grealar Men 1 }' 50 Degree. or below Lan Men 1 }' PART2-PRODUCTS 2.01 MATERIALS A. M,ambe shall be combined and gratled b meet the criteria r defined in the VAOT Stantlam Specifications, Divlclun 700 for Type 11 (base mums) and Type N (finish cors ue) bituminous concrete. 8. Gradation: Materials mall be comNwd and graded to meet compmitbn limit ePetlnnd In VAOT Standard Speclfimnon, Simon 406.03. for Me base course and finish mums. C. Thickness, of mMng for drives and corking b, mall be as shown on the plan, conWeng of bees course and finish course. ❑. For pevemenl remmtruc n areas due to Irenchhg, tin depth of..h mane "N be ,-.ad by 12'. Pavement reconstruction cousdd by trench reopening due b Improper plpement a nor,-eppril placement shall M mrbmwdl at w adtllgonal cost to the Owmr. 2.02 TRAFFIC MARKINGS A. Tramc markbg mint b M Ictorymixed, masgng to requirements of the VAOI Standard Sledfimtlons, Section 708 N PART 3. EXECUTION 3.01 INSTALLATION A. Install in smordue- with VAOT Sentient Specification, Section 406. 302 EXAMINATION A. Verify bale conditions order Me proviebw of Section 02210 - Sib Eenhwod. B. Verity that compected granular base a dry and ready ILA Support pedng and Imposed bade. C. Verily gmdbn, and slevenow of base am mind. 3.03 PREPARATION A. Matching Surfaces: When a now, pevemenl 1, to meRJh an exb6rg bituminous pavement for a roadway or Rai the Contractor shelf vemaly .moots cut the astern, Pavement. over Me existing gravel Mae. The unoon, cm Inall M Moroughly aimed and mated win Emulefbd ASPIRIN, RS-1, just prior b Dal 3.D4 PREPARATION - TACK COAT A. When Me Mbom coupe of bMmyroue concrete pevemenl Is left over Ind min is , or ml I to be made user an bill bituminous concrete pavement, are r dial surface swill be cleaned and Emulsified Asphalt applied "fore the coin coons he applied. B. Also apply to contact aurbcar of curb. Pavement avemenlDo rot tack mat imse sunaw,. 3.05 PLACING ASPHALT PAVEMENT A. Pl.m to compacted thickness MentMed on the plans. S. Corset pevement by noting. Do cot displace or MtMe pevemenl from pwioo, He. compact In .m.. bamessibb to rolling Nupment. C. Develop rolling won consecutive posse, b achieve even and amooM finish, without clue, main. 3.06 JOINTS A. Joint mlween old and now pevemenl or Mtween aucca.INS day, work shall be mnde Wa, to InauI thorough and cominuous rend "hvasn the old and new mbtaec. m henever Me eliminating process is Intenupted long enough for Me mlalum to aaln Re Initial stability. in, paver shall be rerroved from Me met antl a pint constructed. B. Bull joint Shell M bmed by cuMng Me pevemenl in is vertical from at Ni angles to Os, cenldlw where Me pavement has or true Suaco es molummed by the use of e amighlec0e. The bug joint all be thoroughly meted win, Emulsified Asphalt- Type RS-I, just pdar b decositing the Paving mIs.- C. Longitudinal pots that have become mid shall be coated wfh EmulsMed ASphall, Type RS-1, before iha adjacent at is placed. 0 May have Man exposed to traffic. fay Shall be cull mck as a dean ventral edge par to Painting with the emubbn. D. Un1eas .-- directed longitudinal pnb limit be mill at met 6-from artypint in Me lower mamas of pevemenl. Thumverlower pint aMll not be cowwmw to trutad ar than ool hom Ma mnsvema pin, cons= in mer mums, 3.07 TOLERANCES A. The suaw w111 be tasted by the Engineer being , 16 foot almphtadge at Selected I ocationsparslbl .b Me centanme Any vMa&ns --W N g 3/16 M an imh MNw r and two con"i shall be satisfactorily ellmin had. A 10 foot stm4hledge may M used on a vertical curve. The straight-IdgM shall be provided by tie Control B. Scheduled C.N mcld TNckneSe: Within 1/41r h. C. Variation from Two Elevation: Within121roh. 3.08 FIELD QUALITY CONTROL A. Permit no vehicular traffic on auaws antl thoroughly cool and ham. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pevemenl Set" within one year of completion of the Contract, such pavement shall be repaired at Me Contactors mp me. If Me Contractor it. to make such reptly pslrs, promupon receipt of IpUce to do so from the Carl Men the Owner may make such repairs es neceasary and Me Contractor shall pay Me Owner for all male Incurred! In making Such repairs. 3.10 MARKING PAVEMENT FOR PARKING A. Striping - Thoroughly clean Me areas to recall emitting and locateoire all .Mas Indicated on the Contract Plans. All atripirg shell be 4' wMe unless oth, WM noted. B. Miscellaneous - Provide handicapped symbols and ell other mismll,run- all and symbols as indicated on Me Contract Plow. END OF SECTION 02513 SECTION 02593 GEOTEXTILE FABRICS PART 1-GENERAL 1.01 SUMMARY A. Thb workt, shell co of furbishing and placing gaol#ilea in uddemreina, antler embankmenfor embenkment mirdom...nl, under dprap and stone fill, behind reclining strucbree, over mani aubgmd,s, and/gr beneath pavement overlays, as, Indicated on this platy or as, directed by the Engineer. B. The rolls of geotextlb shall be protected against damage and deterioration until incorporated Into the project. Th. g-hi snail M cry at Me gone ofInewfiaon. Tin geobxub enell be rejected ff, at the Ume of installation. It he, dated, dab&n"n, or &mega, as, detarminetl by the Engines,. C. Prior to use, in, gecucki shall be Inbred In a dean, dry place, out of direct sunlight, not Subject to SMinmee of eMe, hot I, cold, and wIM Me manufacturer. p"Ncbve corer In place Receiving, storage, and handling at the Job site Mall M In accordance wffn the requirements of All D 4873. PART2-PRODUCTS 2.01 MATERIALS A. The gamexgb shall M composed of a polymeric yam or fiber oriented Into a stable network which rehit., Ito mbMm structure during handling, placement, and design Service She Ge,NMM may lea repcced by Me Engines, IT dimensional mbAtV or rasictence II Me go'NAS, to ambient bmperabrse, scld end alkaline condigonnd a, amlcm-organlamelimecl do not appear to be satisfactory for Me Intended Purpose. The gentexda shell meet or exceed the propemm opedfied herein end in Om special provisions. The gaslxlile shell be hoe ol airy chamroel maMenl or coagng which miphl significantly rectum pemeebiliN. The MNep of geolertb. shall M finished ouch Mat the outer fibrs eam prevented from pulling away from me lbdc. Tha gectedlle Metal be hem m &feria ar bare. The mateal .ball be pmacted hcoinage and coaand detenom"n until incorporated into tin gl. 2.02 DEFINtWN3 A. Geob dis - A Ionic manufactured specifically for use In civil arg oarm, appllw rem Fibers beef M Me manufacture of geo tiles shall conei,l of long chain symni c myrrwrs. At least 65 percent by weight of Me long chain poymen Mall be colyephim, colyesbrS, or polyamMes. Polypropylene,, polyethylene or poyvirryldene Mloddea. B. Dreil Geobxdie - Geotargle for Imtalbibn m undartinnns or other drainage bonbons, AS dkecled. C. Sine Fill or Rbmp Geatexlge - Gaotm,t le for Installation behind and beneelh slow nil or fpmp ere other emsbn control applicabons, rock placed for aloes mbiloation and rock shear keys- D. Subgrea Geobxtib - Gasal for Iwllltbn on madway a,bg,d,, and under m0mad ballast and M.1m, mabal eemralbn apph. W. E. Machine Direclioniae - The long (or ani dinc"n of No geobxtile. The [rose -machine (0, fill) direction b perpendicular to the coal ding F. MMkrom Average Roll Veit- - The minimum average .It value of any specific gecro nb propeRy b Os, mMknum samol of Me last resuer from any MI wont, a lot. G. Nmmwen Gealertib - A bxtib produced by bondbg or Inbnmkbg O flbere m bath, amompNahed by mechanical. heat or chemical meam. H. Seam Allowance - The mbbmm distance hom Me edge of or geobvole b the Sol tho .a- to Met sdgs. I. Seam Type -A astgnabon mbMng W Me essential characterislice or geotartlb posllbning and muss of stiching 1n a apecMed sewn ...m. as .ho r, on tie plum. J, Stitch, Type - A coagmMon mlegng b Me Mas Ntbl Maracbrebw of the Imumcin0 of saving th end(s) in a Specified seam, as shown on Me plan. K. Woven Gwbetiles - A bxtile comprising two or mom Set mm of filaments or ysuinbrleced in such a way Mat May re.., t In a uniform Pe&m. 2.03 FACTORY SEAMS A. Where laically am,, am made, Ma sMet ofgeobNb swill M savn bgsdar burg e kwk-ym Mich. The same swill he sewn wit a pelymeric Monad, Le., a! beat 85 Percent by weight poyobphins, p,vMWI, on poyamdee, and swill M as mwiatant b wainto ton as Me g-roub wrnc sewn. Nylon thread. will cat"elbwad. The Strength of tin team aha11 be debrmined by to Wide Strip Tensile method and snail be at least egwl to Me taiga, of Ma minimum mo,ired t....1, smngme for Me Intended application. 2.04 FIELD SEAMS A. Where f M seam, will be ma&, fin Contracts, shall provide Me Engineer w" a fiats-eVlchetl Seem last sample In accordance with ASTM D 1683. TM Engineer. appmval .111"mq.rad pnor to Me Commodore production MM aMchig/seeming. 2.05 SAMPLING, TEST CERTIFICATION, AND ACCEPTANCE REQUIREMENTS A. Sar h, - All geobxtiles ahe11 M sempW in accordance.M ASTM D 4354. Tha production unit used for eamplirg shall be a mil. B, Testing -Teat sholl"Peamad to &termlne gechurm ph parms npedeetl wrom for Me intended applicemmil). All geolxtib property requirements ere averega minimum cell values. TM lwile Smngths shall M determined m bend maclkne and uossarwcNim directions. C. Accepincer Regukem.nta - If this, average mbimum roll valor for any lot IS leas Men the average minimum cell value epeeMnd for Ma application, old any last recutt is bec Men Ma avenge mean mil value for Me lot minus two standard devbtlom, than Me lot atoll be bal All mils shall be clearly labeled M being pan of a tot which has ben mMfied as .-in, all applicable W.men enb Mmin. D. Average minimum roll velws of each of Me pamobibl.. bed swill meal he requiement specified In the attached Table 25 Minimum Average Roll Vues fo r me. 2.06 EROSION CONTROL MATTING A. Wham required on the plans or where dmated by me Engineer, erosion conbol blaniate (malting) shall be North American Green C125 for swabs, and SClW for slope stabikcabon, or approved equal. PART 3 - EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. The surface recal lna Me gaobxtlb shell be prepared b a smooth condition free of obstructlon, deprecalons and dabde, to One neat time and grades as shown on Me whined plain,unleeecthenvbedlm,tedbythe Eglnaer. Where angular aggregak+orsharp objects will"le, In contact with the gaotM Increased geotextile strength propedba will be required, as stated In Pen 2. The geoti lb shell not be dragged on the gmuntl or mishandled in any way. The geolaxllle shall M placed cosely and wabout wrinkles se that placement of the zI "Ong materlel will cot tear the geomAle. The goom.N. shall be lapped m sewn IS spee0bd, al Me ends and sines of adjoining nhaeb. In addition to the above Barrels, requirements the following Specific requirements shall be bllowed for the specified application: B. Geotexnb Placement on Stoma - The gaumvea ah,,M shall lea placed with Ma machine direction oriented perpentllculer No the abpe. When Me gastevtib is placed on sbPes slam, than 6H:1 V, the upper aheeb shall lap over Me top of the lower sheets. The bps shell be urey anchmd to Me gmuntl Sul with pins or stakes as necessary, b prevent slippage and tall of Me gastexab. Pin, a1MR be steel or fiberglass, formed as a'U','L', or T" .hope or contain -wro- to pm-t toll pewhatbn. Steel -ino-wills provdad on all but IM'U'shaped pins. The upstream or upabpe goomMila shall overlap the abutting down -slope glo lNle. At vertlnl laps, securing plus shall be Insawd through both layers along aline through appmArmusly the midpoint If Me oveap. Al iorbcnll lam and acmes atom laps, securing pine Snail be inserted through in, bottom layer only. Securing pins Shot be placed along a line apptodmstely two Inch.. In from edge of the placed gook its at Interval: cot b exceed 12 bet ante., otheralea specified. Additional pins Mall be Installetl as necessary and where apptoprbb. M prevent any undue slippogs or movement of Me geot.xlIN. The use of securing Dins will be held to the minimum necessary. Plana are to M left In place unless otwhelse,pecined. C. G-t.M. Plammant fa SNr twnk Pmection - W her. geolxllbrt am placed under water, w in an a where water will lbw, the geolxtile shell M placed with its machine direction parallel to Ma dimcllon of water flow. Successive geotextlb aheeb all be ovemp od In such , manner that We pp,he,m Mast I, Placed over Me top of tie downstream sheet. The gentex0b shall be adecuately Secured to prevent slippage. As Me goo a lle a placed under want,, the becknll maleal shot[ be placed on n b Me nqulred Ihlckness. The geotedll, placement shall Not pmgmse more Man 50 feet ahead of the hacknll plapehmm, D. VnardrNm - When a geol,Mlle Is specified to line an undemmin trench, the gameAle shall be placed b conform loosely to Me ahem of the bench. E. Gasleadba Under Stine Fill 1. GecteXMes under rlpmp or elm col shall be constructed In accordance wire to while ,hown on Me plane and Ind tollowing requhamenb. The Comrecto„hen &rtawmb to the ealleMcticn of the Engineer that the mmblmlbn of Me rock fill drop height and Me Mick,,m of any antl cwhbn, when sprcifiatl or required, are ndequeSa w as not b puncMa or damage Me,SmI b when placing One nprep ar slam till. Where a send mehbn is used, r shall M a minlmum of id, Inches thick unless othemise specified or inquired by Me Engimer. In addition, Me following Ilmib apply: Table 3A Maalmum Drop Height (Fret) onto onto aeano Type of Slane Fill - Goomidile Cbhbn Blanket Claw 3 3 Cleo 11, IN, IV, S Rip Rap 0 1 2. After placement of Me rlpmp or acme MI. M vita In Me aloe face that allow to gwtrAle I W visible Metal M "Mobi ty backfilled se Met Me geobxtile is mmpbly mvemc. F. Roadbed Subanou, and Reilmad Ballrt SePerabon - The v.bgmu. shall be prepared in momenta wIM Section 203 of the Sur W Speclfbatbw. Coh.-ton vehicle. shall be limited M size end weight Such Met rutting of Me motel Ind placed above the gaminme IS no greater Man Mme Inches deep. Rut, shall Not Na vmded off but .hall be fled won malal specified by the Engireer,uch Mat a minimum of an eight antl, cove, a kept over, M, geole,tlb. Turning of vehicles on the lint Ind of rover mwtanel will not M pa -Mad . The Conhacbr will cat be mrmMed to use vibratory rollers on Me first Ind n pumpeg or dbbfMn of One ..bald. occurs, as determined by the Engineer. G. Sift Fame 1. The hum', a shah be,t,on or s ire pp�bPe ,ids mean in gerunwce with pus nulec ,,S I recommend In or as or Initl by tin Engineer The the ground at u, bottom of tin force own a kNi1 In a Sol oms mbimum of ate Inane below, the emend surface. T2 Ventswood be me W, antl coin urmol as bets by Irene, mar. 2. Either wind embedded abed reel aheN be usetl. TM peel Man have a minimum . Th , of five betend Metalbebetermneminimum in en inchesbelowthegmuntl surface. The npecirg o/Me peel smallM&-am bytheall lance ref 25 Inch by by Me Engineer, 3. Wodd poem shell nave a minimum dimension of Z.5 InM by 2.5 h,sh and shell M has of elects sash as krot, aplw or gages. Steel coat shell con lists Inner of Ier No. 6 size reinforcing abet or I., " or shall win at of ASTM A 120 abel plPe with a m ennum dWmatcr of 3/4inch 4. Sedimcoit ent deewhich accumulate behind Me once remov shall M ed a wren he posn reaches 12 of Me height of Me sift once above Me ground -face, 5. Th. Conorcl r,han repair ar replace damaged IN once as ordered by Me Engineer. This and fence Mall be completely removed print to ,ccepbnce of Me popct.bas oMam'ree disecled by Me Engineer. H. Turbidity Gullets, 1. When used to mmun sediments or pollutants from a wort area which IS adjecera to o, under water, Me fabric Mall M Ina,lled to compbbly erclose Me portion of Me work area which will be under water. The Contra- Sm ll &sign antl construct Me main to defl 1 and wrtb hand any existing c,mnt or wave action, to be anchored continuously along Me bmbm, to M effective of any anticipated water level, and to prevent Me eawpa of all sediments or pollutants Into the main steam or body of water. 2. The Contactor sha11 repair or mplaw damaged w IMIII benamv, filler curtain, as ordered by Me Engineer. The Camacbr shall remove material accumulated behind Me filler cualn a, direcletl by Egimer. 3. The Connector ..It remove iM 01b1 cualn and all eup,m ,and ahchi mabal Prior to e=,pW,w of tin project unless otherwise omered by No Engineer. 4. The deaign. m ,tor n add mwinbnence plan for Me filter Cuero imtalb"n sha11 M acceptable to Me Engineer Mfom Imbllatbn of this cumin Roger. I. Protection of Geoleade - Traffic or mwtmctim equipment will but be rem ed b bevel directly on in. geobatim. The gsolxtlb SMt be protected at all times durim construction from tenSamiwtlon by wow runoff and conatbuclbn ectivaas. Th. gectextlb .hall M covered wall M. opal cover material as won es ppeable: mom erextild condl"m Shen not exceed 7 days. SPe hl cover mate&1 Mall " placed on Me geobe in such a mne anr Mal the gecbxtile a not tom, penclmd, ar Mfted. Tie minlmum lever layer atoll M eight Inches Mick or Iwke the peas mum aggregate size, whichever le thicker, Mbm mnalmc&n epuipneni 4 allowed over Me eras o/Ma peolexgle. EndAumping of aggmpat%hom Wcks dini on Me leobxtlll win not be parmltbd. J. Repair of Gastextlb - All geob,dile then is tom, punclumd, or contaminated during mn,r ,bon shall M mpeirnd or replaced by Me C nth W r. The mmir Shan corral of e patch I/ Me tyre of gasbxllla placed over Me aRatdd areas. TM patch.hell overep the erbbng geolxtlb is minimum of Mrse feet rem Me edge of any pan of the mpbm. When geobxtn, seams are reamed b M am ,any &maged shoats shall No nmired by sewing. unless otMnvl,e indlmbd on in. plans, In the contract, or as directed by Me Engineer. K. Wears - Mlnlmum overlap requirements ere listed In Ind blbwing SaNe Minimum Ov m. Recuirems- Undemrom 1' Gaobxfilae Under Class I S II Stone FIII Y GectexMes Under Mimi, S Classes III S IV Scone FIII Stone FIN 3' Roadbed! Subgmde Stabil¢wMn 3' db Roaed Sublime Separation 2' Geobxtim Under R illmod Ballast 3' In Me event Mat in, specified overlap Is not suR,isM, as determined by Me Engineer, tie overlap swill" Increased to provdee Warned, coverage or Me go kand le shall"sewn bgmMar In on field. f field sewn, Me requirements, If Section 3.12, Field Seeme, shall apply. L. Field Seams 1. Field Seam; shall be sewn with polymeric thread, consisting of poypropylem, pl,arwr, or Kevlar and shall M as reslebnt b tlebrioregon as Ma gmtedib "imp sewn The inroad Shall be of a contrasting color with M. gacSaxtib being sewn, and swill be made such Mat Me sticm5 are saposed for iniummon when five ga owls iS placed. Thread Spell be as maimen W ultraviolet light as, Me gastextib Mi g sewn. 2. Stitching Egulm oSM - TM stiching equipment shall be such that It will provide an meptabls tack -type Inch, IS recommended by ft gecteetlle m,nuf Curer end approved! by Me Engineer. SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES. INC. 10MANSFIELD 17EWLANE, MITHBURLANGRM4 ITAUM arR-06r-29a3 FAX' 60P-0BL , web.wtvoaeKcarn Dal SAL c.- DSM APPRDV3D DSM OWNER GREENFIELD CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 I'R0JF('T: LOGIC SUPPLY INC. PHASE II EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 DATE IL-BEL-Min' 861rs1pN I -14 DSY7- VPDIT6D PIAN SPECIFICATIONS Ki- UIt JAN 3 0 n-4 n.rr of g NOV., 2013 AS SHOWN C8.1 PROD. ND. 12132 oil 3. Stikh Regukanenle - Two rows of hock -type stllclung shall be used b make the seem. The kvo rows of sM iing shall be V2 Inch apartwhh a Miami of v1-114 Inch and stall rot v exopt for metitching. 4. Minimum Seam All-- The 1,11-no table Indicates the minimum md qulmseam allowance I.e, the minimum distance from the geetadile edge b the silt h lie nearest b pal edge. Seam Type(So. Plans) Minimum Seam Allowanc iii Flat, or Prayer, Seam Type SSA-1 IQ 'J' Seam, Type See-1 1 Bullemy-folded Seam. Type SS61 5. Seem Type -The Canbeou, has obtain Me germ menulecWref. ncomm me -for tie ype of seam and Sikh b be used. If the Contrector does not provide the foregoing Ishnical infomati-, Men the Contractor shall use a'J' seem wW Iwo paeaes of a Iodr-ype at" whkh places al least three stitches Per inch of sewn esam. This ... m will be band seraquimd by the. specification. The prayer seam (flat) oan be used for repair of damaged In-plao g-ledlle. PART4-MEASUREMENT 4.01 METHOD OF MEASUREMENT A. The accepted qu Iilea of gaotestlle fabrk will he maeauretl by Me square yard II, determinedby by Me actual rudace meesurementa of lea length. and wlot. of Me installed areas. PARTS -PAYMENT 5.01 BASIS OF PAYMENT A. The accepted quantities of gaotedtie f bric will each bn paid far at the contract unit price per "usm yard complete In place. MINIMUM AVERAGE ROLL VALUES FOR OEOTEXTILES Roadbed Railroad Under UnMrdnln Teel Subprada Bauut Stone Tnnch SIR Tlat'Mlly It=Gobxtlla Metled Bsparatpr Ii lister FIIP Linlre' Fenn Curtslee 1, Grab Teeslle ASTM Strength(lbs) D4632 300 180 240 go' 90 200 2, Grab Tensile ASTM 20 min Elongation (%) D4632 20 20 15 Somas 0 45 De 3. Bust ASTM Sovni("I D-3786 ON 400 43D I" 4, Puncture ASTM (11 0.3787 120 100 80 80 120 5. Traps-idal ASTM Tee, Shrimp D4533 120 100 SO 50 50 (It's) S. Apparent ASTM Opening Size D4751 >50 70 >50 >50 20 70 (Steve Size) 7. P-ft^ ASTM (o.I orals) (0.01 (0.01 (sect) 04491 0.30 aWe) ends) 0.01 S. UV ReelatMlce ASTM (%Strength 04355 70 70 Retained) 9. DO- only only, eta of only 12' mm elm Sim Mm no, -ftp parmiroed permitted - Where srmults eg ngasua lamer pen 4' aim or sharp object will be in contact wiM Me geotedile, or S the bench is deeper Man 10 (set, than the minimum Grab Tensile Stnngm and Bunt Strength Mall be Inpreaesd to 18011 and 290 pal, mspechi - For fabrics to be placed underwater, Me spedflc grayly of Me motextib shall be >1.00. END OF SECTION M593 SECTION 02725 DRAINAGE PART1-GENERAL 1.01 SUMMARY A. Sodium Includes: 1. Drelnag r pipe and appurte-so 2. Drainage --re.. B. Related Seclbm: 1. Section OU25 - UOliy Trenching and Bachflllirg 1.02 SUBMRTALS A. Manufacturers technical data for 1. Pipe end appurtenance.. 2. Shuclures. PART2-PRODUCTS 2.01 GENERAL REQUIREMENTS A. Fumish alb, tare, reducing tsee, wy,,, couplings, Incre maze. croeees, tnnooko a and and raps of Me same type and does of measnal as the conduit or of metmiel having equal or superior physical end chemiml propeNea as acceptable b the Engineer. 2.02 DRAINAGE PIPE AND PERFORATED PIPE A. It Ma Contract Plana do not seedy a p,rbwlar type of pipe, at the Conbador's option, Ma Iclbwhg material, may be used: 1. PolYMyl Chloride pipe conforrning to ASTM Specification D30M or F579, (PVG) sewer Pipe and filing, SOR 35, 2, Corrugated Polivoth rue pipe and lilting. (smom interior) meetrg me requirements of AASHTO M-294 and M-252. 2.03 CONCRETE STRUCTURES A. ASTM C418, sized as Iru looled. 2.04 METAL ACCESSORIES A. Manhole frames and oven. 1. Grey -11 bon, ASTM A4B, as shown on plain. PART 3-EXECUTION 3.01 INSPECTION A. Examine the areas and conditions under which storm sewer system work is to be Installed and notlly cos Engineer In writing of conditions detrimental the e proper and limey completion of f work. Do not proceed wim the work until-,fitihcby conditions have been corrected. 3.02 GENERAL A. When exleting unre gmund utilities, which am not scheduled to, removal o, abandonment, nrountend In Me excavation, May shall be adequately supported and protedtl fro em damage. Any damage to utilities shell be mpalrnd pmmpdy at no eddMbnal coat b Me Owner. 3.03 PREPARATION A. Hand Irim excenualbn (where necessary) b nqumad eI,vatbne. Corned overexcovatios wim fill matar al. B. Tho ebpes shall be graded to match Me grade as shown on Me plena. Where requirW, and section shall Ire placed and beckriled to pmvent Undermining, C. Remove large atones or other hand meth, whim court damage drainage ebri or impede conal,mN b,ddilin9 or mmpadbn 3.04 INSTALLATION OF PIPE A. Pipe shell be installed in accordance with Section 02225 - USIiy Tmmhin g and Back511ing. 3.05 INSTALLATION OF DRAINAGE STRUCTURES A. P-bul concrete abuc - 1. Piece precast .-I structure. and coven as 0-on lie Contact Plane. 2. Wham manboles oour In pavement, set tope of frames and oven flush wim flnleh surface. 3. Provide rubber joint gasket complying wit, ASTM C443. 3.05 INSTALLATION OF STONE FILL A. Piece sine fill ee shown on Conrad Plans, END OF SECTION SITE, ENGINEER: r CIVIL ENGINEERING ASSOCIATES INC. 10 MANSFIELD NEW LANE, SOUTH BURLINGTON, W 05403 Bp4Ae1-P9P3 FAY 90P-0BLY171 web' www.caaH.can DAAIM SAL C116Dd0 DSM -MOVED DSM OWNER: GREENFIELD CAPITAL, LLC 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 PROJECT: LOGIC SUPPLY INC. PHASE ll EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 1 DAT6 ICBHC®' 6Ey1310N I L-14-14 DSY/ACL UPDATIM PIAN SPECIFICATION& l.�L-ti JAN 3 0 NOV., 2013 S- AS SHOWN C8.2 PR➢J. - 12132 Y 0 t d 0 3 E PROPERTY m C C C i _____ _�______ _ _ _ I + o =dm Y Za Y .it La N_ i Z o I W A rv� PROPOSED EXISTING PARKING PARKING i E%ISTING I CURB CUT; cm I I I I I lu I 3 I � I � I 10 I I I I I I I I 1. 1 I I I I I LOGIC I I I I SUPPLY will DELIVER S I I 35 Thompson St., 3s' TBAc - I I I I .S011f11 Bl1I'IlIIgiOII I I PROPOSED I I Z I I EXPANSION I I I n I DASHED LINE=LINE OF ROOF OVERHANG L_ V/ Y® I a I S I � I 041 I I RACE al SETBACK COPYRIGHT: Elizabeth Hamann, Architect, P.C. 2014 reproduction not permitted PROPOSED DATE DESCRIPTION ve¢s� wn CURB CUT SHEET TITLE PROPOSED PROPERTY LINE SITE PLAN RECEIVED MEADOWLAND DRIVE A-101 PROPOSED SITE PLAN aN 3 0 T-l" ee 3O o to� Burfinc4it, NORTH EXISTING WINIMINIM i i i i i i i i i i i i i i i i i i i i i i ® F1® El: 0 '0' F 0 0 El 11 i I I I U1 i i i i i I i Rn I I I i r i i r r i i I i I I i RI I NORTH ELEVATION o r s ,I Eli 10110= 0 M 2 11461 MEN I �1 EAST ELEVATION G SCALB 1I8' ,.�• o e s rs JAN 3 0 2014 LOGIC SUPPLY 35 Thompson St., South Burlington COPYRIGHT: Elizabeth Herrmann, Ar hitect, P.C. 2014 reproduction not permitted DATE DESCRIPTION nnsn. raeuawr NORTH & EASTI ELEVATIONS A-201 &SOUTH ELEVATION WEST ELEVATION L SCALE.1!8' = 1'-0' 0 RECEIVE[ JAN 3 0 719 . LOGIC SUPPLY 35 Thompson St., South Burlington Hann, P.C. ion not permitted SOUTH & WEST ELEVATIONS A-202 M Z"i 0 .0 Z -7 SUPPLY LOGIC 35 Thompson St., South Burlington 7/ BIRDEYE VIEW AT PROPOSED CURB CUT COPYRIGHT w —A� Elizabeth Herrmann, Architect, P.C. 2014 reproduction not permitted DATE DESCRIPTION SHEET TITLE 3D EXTERIOR VIEWS APPROACH FROM MEADOWLAND DR. A-901 !AN 3 0 City of So. Burfingtor APPROACH FROM PROPOSED CURB CUT SOUTH FACADE FROM MEADOW LAND DR. JAN 3 U 2014 -. k-% c T 3 ros o� 0 5 11 + � u A � N L W m m LOGIC I SUPPLY 35 Thompson St., I South Burlington COPYRIGHT. I Elizabeth Hemmann, Arohite t, P.C. 2014 reproduction not permitted EXTERIOR VIEWS A-902 11 �A (S)A5 w 12) TRANSPLANTED SPRUCE (1) TRANSPLANTED 1' CAL OAK /(p4)M5A — (]) TRANSPLANTED SPRUCE (70)DC — �b f (3) TRANSPLANTED--- k�� SPRUCE lJ (6)GT — i42 kph / DECIDUOUS Turf REMAIN. TYR LFr EVERGREEN TREE TO TO REMAIN, EN EX PLANTING TO REM N, TYP. PLANTING NOTES L All phis htm id in the phut sthMub shall M nursery grown w ..cadent - with ANSI u, accaWnce wrch Z.60.1 Standards for me —ht d nursery stack 2. All plains atoll M guenm—t! by tit. Cmwttor far . p.h-1 of om year from dau d receipt d ProHsiaml Auepunce d dw cam 1w"—ll.dnn by ou Owner. 3. Repluement pImd.V w111 be nqulted polo, w Final Accep— for.try pl.tm which an missing not we w specRtmw& haw died m arc unhealthy a uncharatterlulc doh. spode (due to uceuiw pruning diebuk m odor 4. AII pith m.ariah aha M •elected and egged at the nursery by Lmduape Arthke t 5. TM Lmdstape Anh—C, apprpM It- mg0h,d far any plmt mu.rlal subNttniarss. 6. TM Crartnt,m h rnpmdble (m immed'ouly no Epq the Landuape M<Nuct d my pith quantity d.trepmciw aai.t between dw plmdng plan and tM pint list. 7. NI shrubs and tree will M apnyed wish the nmEukcan'SMk-p-f (m Th. L.d .." prior w the first `KN. (no lour th.t November 30). S. TM Landaope Cmwttm sMll N. the Genanl Conwttor Iona all underground udlkl.e m w to M landaaped prior to encing my Adjmweha to m 1«.rims will M allowed where udlity to Ad an clearly . problem and with prim eke apprrnl by land.cap. Mchiva 9. NI pith bad, shrub and — —ad—hail M staked In the field by C—ha, far Landsaps Arditem apprt—I prior w Inuallmim. 10. AdI.— .a w plant bvl shdl b.appr-.d by landscape Arthke¢ 11. G—,W Canncmr Is nV—lbl. far all armlet contra meuurn during 12. Al dhwrbd area an to In topsal.d and seeded or sodded, u i &—W In dr. plmdng Elm. 13. M. shall tmsht d dwble-ahredd.d hardwood mulch or apprawd equal and Cmwam Is rnpmdN. far providing P. mulch w Lmdscpe Arthlact Mulch plain maadah u shown m pi- and deeds 11 It I. d —. d th. camna to .vwd arty d.turbmc. to assdng was or thrvba m sa ah.r thin dau spcdWlly d.1S and far wnp1m, m r.movd 15 Ugaidaad damage fin tree darn.Vd by croswmm ",mi- s .Il M SSW per allper Inch Shm!b Adl M $100 each 16. During w .-, and uhll the end f wamnty p.rbd, -listing —the, an showing signs f sure u duerminad by the Lmdu.pe Archibm.n w be deep root (er ik d. two e5ectims p.r caliper etch pw tin a I g• . 24' depth with Puer's 20f20r10 hrslgur tw Lmdstaq ArchMtt apprw.d egad. I7. Cm— Is respmslNe for v.rdying and cmli ming all pbm c supplied by Na Landscape Amhit— wIN field ...d1,,,— u cm.troapprcted. My disctepancim a ,Il W repahad w Uhdmm A hi,ect far oval and dlnttlm. I8. Trn wnsplandng shall M pedormW by . adaN. hydnulk wa "d., sla.d naary to pefarh the work 19. Ph" to commamemaN f any crostrvttian..11 ..Ming ven w remain shall r.cnw m prm,mm fence .t war edge of dripline wfim r partible. PLANT SCHEDULE IKEYIQTY.l SOENWNMIE I COMMON NAME I UM SIAONG DECIDUOUS TREE! AS Ater ae<drrum RMS SUGAR MAPLE 'CAL AS SHOWN GT 141 Gledaie Watamhas'ktwsNa'1 HONEY LOCUST I S.S.V CAL JAS SHOWN ORNAMENTAL GRASSES a 7o Duch mtdxn ,q- c.W— 7USSOCR GRASS I GAL ZI' O.0 1.5 Mladnemh'Adgb' MAIDEN GM55 I GAL ]I' QC RECEIVE 20 ,0 SCALE OF FEET City of So. Buriirt') c ; WAGNERHODGSON LANDSCAPE ARCHITECTURE Ttl0i tl6t 0010 Ftle].Bea.ele) www. rhodgson.<om LOGIC SUPPLY PHASE I I EXPANSION LANDSCAPE PLAN REVISIONS e—A.u.uaaw. DRAWINGNO. IDS NO. 03 SCALE I" = 20'-0" DATE 01.28.14 L 1 .0 / - - - u '0.0 -0.0 'ao '0.0 _ '0.1 '0.1 '0.1 '0.1 '0.1 '0.1 '0. of '0.0 '0.0 '0.0 0.0 - - -- '0.1 '0.1 '0t '0.1 `0.1 •0.1 '0 0.1 '0.1 '0.1 '0.2 '0.2 '0.2 '0.1 '0.1 '0.1 '0.1 '0.0 '0.0 '0.0 I .0 '0.1 '0.1 0.1 '0.1 '0.1 '0.1 '0.1 0.1 0.1 0.2 '0.2 '0.2 '0.2 '0.2 '0.3 '0.3 '0.2 -0.1 '0.1 '0.1 '0.1 '0.0 `o 0 ' 0 '0.1 '0.1 '0.1 '0A '0.1 '02 '0.1 0A '0.1 '01 '0., '0A '0.2 '0.2 '0.2 '0.2 '02 0. '0.2 0.2 0.2 03 0.2 `.2 3 0. 0.1 '0.2 `02 '0A '0.1 '0.1 00 ' '0.0 '0.1 '0.1 '0.1 '0.1 '0.1 '01 0.2 '02 0.2 '02 '0.2 0.2 0.2 ' .2 '0.2 `0.2 0.2 •0.2 0.2 '0.2 .3 ' .3 '0 '0.3 '0.3 '0.3 '0.4 0.1 .4 ' 4 '0. '0. '0.7 10.7 •0.5 0.3 '0.2 '0.2 '0.1 `0A `01 '0 '0.0 .1 0.1 '0.1 '02 '0.2 `0.2 '0.2 '0.2 03 '0.3 ' 0.4 '0.3 03 0.3 ' .3 3 '0.4 `0.4 'OA '04 0.3 0.3 .4 5 '0. 0. '0.5 0.5 0.5 '0.5 0A 17 ' 6 '0. '0. '0.9 0.8 '0A .5 '0.3 '0.2 '0.2 '0.1 `0.1 ' '0.0 '0.0 '0.1 '0.1 0.2 '0.2 '0.3 '0.3 '0.3 0.4 .4 ' 4 '0. '0. '0.5 '0.5 0,6 0.5 `.5 ' 5 '0. 0. 0.5 `0.4 '0.4 '0.6 '0.8 0.8 '0.8 '0.7 `0.8 '0.8 '0.8 '0.8 '0.7 '0.7 '09 '1.3 '1.2 '0.9 0.6 '0.4 'OA '0.3 '0.2 '0.1 '0.1 '0.0 '0.1 '0.1 '0.1 '0.2 '0.4 '0.5 '0.5 '0.5 .5 ' 5 0. '0. '0A '0.7 '0.7 0.8 '0.8 '0 8 '0A '0.7 '0.9 '08 0.8 8 '0.5 `0A '0.5 '0.7 '0.9 1.2 1.1 1.1 '1./ '1.3 '7.2 '0.B '0.7 `0.8 1.0 '1.5 `1.2 -1.1 0.9 0.6 0.5 -04 0.2 '0.2 '0A '0.1 '0.1 '0.1 '03 '04 '0,7 'OB '0.8 ' .9 '0.9 +to '1.0 '7.0 `0.8 '0.7 08 '1.0 '1.2 '7.2 ',., `1.1 ,.3 ,.1 0.7 0.5 0.4 0.5 0.6 0.9 ',A 73 'OB 0.9 %5 '7.2 0.8 '0.7 '0.9 '0.9 '10 10.9 '0.9 '7.1 '7.0 '0.7 'OS 'OA '0.2 '0A '0A 0.5 -0.7 1.3 1.1 1.0 7.1 1.5 1.1 0.8 0.7 `0.7 7., `7 0 `7.2 0.9 'OA 1.5 1.1 0.7 `0./ -0.4 0.4 '0.5 '0A 7.0 '1 0 `7.1 '7.0 '0.9 '0.9 0.7 '0A '1 3 '7.3 •0.9 -1A '1 0.9 0.7 'a.t -03 '0.2 sting pole, new fixture '0.1 '0.2 '0.3 `01 - 1.1 1.5 1.1 09 10 '1A 1.0 '0.7 '06 'OB '0.9 '7.0 -It 1.7 ' .0 '09 '0A '0.6 '0.4 '0.3 0.3 '0A 'O6 '0.8 '0.7 ` 3 '0. '0.7 '0.5 '0.3 '0. '0A 1. '7.5 '0.9 '1.2 1.2 '0A '0.6 '0.4 .posed new lightA i, '0.0 0.1 '0.1 '0.1 '0.2 '0.4 '0.6 '7.0 ',.1 '10 '1.6 '1.1 '0.9 '0.8 'OB '0.4 0.5 '0.6 '08 0.7 2. 1. 0.7 '0.7 `0.4 '0.2 '0.1 '0A '0.2 '0.5 '0. -0.3 0.4 `0. `0.3 '0.4 '0.3 0.3 '0A 0.7 '0A '0.9 0.8 '0.5 '0.4 0.3 0.2 '0.1 '0.0 `0.1 •0.1 '0.1 0.2 '0 '0.5 '0.8 '0.9 ' '1, 8 ` 9 '0. '0.4 '0.3 `0.2 `0.5 0.6 3 ' 4 -0.4 0.2 '0.3 `0.3 '0.2 '0.1 '0A 0.1 0.1 0.2 -0.2 0.2 `0. 0.2 0.2 '0.2 '0.2 0, 0.3 '03 0.4 '02 '0.7 0.5 '0.4 '0.3 '0.2 '0.2 '0A .1 0.1 0.3 '0.5 '0.9 '0 '0.6 '0.6 ' 5 `0. '0. '0.2 `0.2 '0.2 '0.1 ' 2 '0.2 .1 '0.1 '0.1 '0.1 '0A '0.1 0.1 , '02 '0.2 0.2 0.2 '0.2 `0.2 '0.2 '0.2 2 '0.3 '04 OA 0.5 '0.5 '0. -0.2 '0.1 '0A ' .1 '0., , 3 0.5 0.7 'a '07 '0.7 6 OA '0.2 '0.1 '0.1 '0.1 '0.1 0., 0.1 '0A '0.1 .1 '0.1 '0.1 '0.1 '0.1 '0, 0.7 '02 '0.2 0.2 02 0.2 '0.2 '0.2 '0.2 ` OA '0.5 0.8 0.7 0.6 01 '0.1 -0.1 1 '0.1 ' .1 `0.2 0. `0.5 '0.8 1.0 12 10 ' '0.7 '0.2 '0.1 '0.1 '0.1 '0.1 '0./ '0A `0., '0.1 ' 1 '0A '0A '0.1 '02 '0.2 '0.2 0. .3 '0.3 '0.3 '0.3 '0.2 '0.2 0.2 '0.3 '0 06 '0A -0.9 '0.8 '0.7 'OA 0. `0.7 0.1 0.1 '0 I'00 '0.1 ' .1 '0.2 '0,3 '0.5 `0.7 1. 0. '0.6 '0.2 '0.1 '0.1 0.1 '0.1 •0.1 '0.1 '0.1 '0.1 '0. '0.1 0.1 02 '0.3 '0A '0.4 0.4 • .5 •0.5 `0.6 `0,5 '0.3 '0.2 '0.2 '0.2 '0, .8 '1.1 '1.4 '1.0 '0.6 '0A '0.3 '0.2 '0.1 '0.1 '0.1 '0. '00 '0A '01 '0.2 '0.3 '0.5 '0.7 '1A ' `0.5 '0.2 '0A '0.1 '0.1 '0.1 '0A '0A '0.1 '0.1 '0. '0.1 '0.1 .2 '0A .7 '0.7 .9 9 '1.0 '0.9 '0.6 '0.3 '0.2 '0.2 '02 '0. 1.5 '1.3 •1.1 '0.6 '0.4 '0.3 '0.2 '0.1 '0.1 '01 '0. 'O.t 0.7 '01 0.1 10.11 'ot 2 '0.3 .8 72 0 '7.3 `7.1 '0.5 '0.3 0.2 ' '0.3 01 0.9 '1.1 '0.6 '0.4 '0.3 '0.2 '0.1 '0.1 '0., '00 '0.0 '0.7 0. 0.2 '0.3 'OA 0.7 1.1 1.0 '1.1 .9 '0.5 '0.2 '0.1 '0.i-� 1 0.3 S 0.9 ', '0.B 'O.B '0. 0.3 '0. 0. 07 -1.2 '0.7 `0.5 '0.3 '0.2 -0.1 '0., '0.1 +:: '0.0 '0.1 '0.1 0.2 0.3 '0.5 '0.7 '1.1 '1.5 '1.1 '0.7 'a.1 '0.1 'oo 0.8 0.2 '0.1 `0. '1 %3 0.8 '0.6 '0A 0.2 0.1 '0.1 '0.1 '0.0 I '0.0 '0.1 '0.1 .3 '0.5 '0.8 •1.0 '1.1 '7.0 ' 7 '06 '0.1 '0.1 ., 2 0.8 '1.2 '7.5 '1.3 '0.9 '0.6 ' A 0.2 '0.2 '0.1 '0.1 '0.1 I'0.1 '0.1 '0.1 `0.2 '03 .5 '0.7 '0.8 0.7 '0.6 '0 0.2 '0A '0.1 ` .1 08 '7.4 '1.3 '1.1 '1.0 0.7 '0.4 '0.3 '0.2 '0.1 '0A -0.1 '0.1 '0.1 '0.1 `0. 0.4 '0.5 '0.5 0.5 '0.4 `0. .2 '0.1 '0., ' 1 1.0 1.3 '1.3 '1.1 '0.9 0.8 0.6 05 '0.3 '0.2 0.1 '0.1 '0.1 '0.1 '0.1 0.2 '0.2 'A '04 '0.5 04 0. .2 '0.1 01 '0. NEW 1.0 '1.3 '1.o .9 -0.8 0.7 `0.6 '0A '0. 01 '0.1 '0.1 0 '0.1 '0.1 .2 '0.2 '0.4 '0.5 '0.6 0. 04 3 '0.2 01 '0. ' •a., 'a., ' A'as 'a.. •0.6 'aA 'a. 'a `a.. 'a., 'a., BUILDING , ',., ',.5 •,., , ',.a a.9 ' . a. 'a., •a., 'a., •tj ADDITION EXISTING 1.2 '1 1.7 '1 A ' 5 '1.3 '0.9 '0 '0.1 '0.1 '0.1 '0. '0.1 '0.1 ' 1 '0.2 '0.3 *01'0A '1.2 '03 '0 BUILDING '0 1.3 9 `1.6 '1.8 '1.5 '1.0 '0.6 •« -0.1 '0.1 '0.1 '0I '0.1 •0*01'0 '0.2 '0.3 '0.5 '0.8 ', 2 ,.. 't.0 '0.3 0. FT F F � F .t ' 1 6 [ 342.66' 'o. '09 ,.5 ,. '1.z '1.0 'os '0.4 'o. 'a, '0.1 '0.1 'a. •0.0 '0.1 '0. 02 '0.3 '0.5 '0.7 •,., '04 '0.9 ; '0 s . �. E L. = 3 4 2,6 , L L , _ '0.4 'a.6 , '7.8 'tA '1A •7.0 '0.5 •0.4 '02 '0.1 •0.1 '0A '00 0.3 'OA 0.8 7., '0.9 '0.9 '0.t 1 '0.2 0.2 0.1 '7.0 7.3 -7.2 '70 '0.6 '0.4 '0.2 0.1 '0A '0.1 '0.0 '0.0 '0.1 '0.1 '0.4 '0.7 '1.1 '12 '1.3 ' 0.1 A �•0. 1.0 '7.3 •,'0.9 '0,8 '01 '02 0.1 `0.1 '0.1 '0.0 '0.0 '0.1 0.1 'OA 08 1.0 7.3 7.0 8 '0 '0. .0 0.0 '0.1 '0.1 '0.1 0.2 '0. 1.0 '7.0 '0.8 '0.7 '0A '0.2 ., '0.1 '01 '0.0 '0.0 0.1 '0.1 '0A ' '0A '0.7 'a.B .8 '0.7 '0 .2 `7. 1.5 '0.9 ' .2 '0.1 '0.0 '0.0 0.0 'OB '0.8 '0.5 0.3 •0.2 0.1 -0.7 'a.1 '0.0 i00 '0.1 0.1 '0.1 '0.2 3 '0.5 '0.8 '0.5 '04 0. `0.2 '0.1 '0A 0 '0. '0.0 '0.0 0.0 0. 0.0 0. 1.2 1.1 '1.0 '0.3 '0.1 '00 '0.0 `0.0 '0.0 '0.1 'O1 '0.1 '0.2 '03 '0 '0.2 '0.2 -0., '0A '0.0 '0.0 '0.0 '0.0 •0.1 '0A '02 ' .2 '0.3 '0.3 ' `02 '0.2 '0.1 10A 0.0 '0 '0. '0.0 '0.0 0 0. 0.0 'o. `0.1 0.3 '0.3 '0.2 '0.1 '0.0 '00 10.0 '0.0 '0.0 '0.1 '0A •0.1 '0.2 '0.2 02 '0.2 '0.1 `0.1 `0.1 '411 '00 '0.0 0 '00 '0.1 '0A '0.1 1 '02 `0.2 '0 '01 •0.1 '0.1 '0.0 0.0 '0. '0.0 '0.0 0.0 ' .0 '0. '0.0 '0. '0.1 '01 '0.1 '00 0.0 '0.0 00 '0.0 '0.0 '0.0 '00 '0.1 '0.1 '0.1 0.7 '0,1 '0.1 '0.1 '0.1 '0.0 0.0 '0.0 ' '0.0 '0.0 '0.1 '0.1 '0 0.1 0.1 '0 0.1 `0./ 0.0 0. 0.0 0.0 .0 ' 0 '0.0 0.0 '0.0 .0 '0.0 'a 0 '0.0 '0.0 0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.1 '0.1 `0., '0.1 '0.1 '0.0 '0.0 •o.0 0.0 '0.0 '0. 0.0 '0.0 '0.0 '0.0 ' 1 '0.1 '0.1 ' 1 '0,0 '0.0 '0,0 0.0 ' .0 '0.0 '0.0 0.0 ' .0 '0. '0,0 ` '0,0 '0.o '0.0 '0.0 '0,0 0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0,0 '0.0 '0.0 '0.0 '0,0 '0.0 '0.0 '0.0 '0.1 '0.1 '0.0 '0.0 'o.0 '0.0 0.0 '0.0 '0. .0 '0.0 'o.0 'Oa 0 00 '0.1 ' 0 `0.0 '0.0 '0.0 0 0.0 0.0 '0.0 '00 '00 '0.0 '0.0 0.0 '0.0 00 0.0 0.0 0.0 'Oa `0.0 0.0 'o.0 '0.0 '0.0 '0.0 '0.0 Vil '0.0 '00 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 0.0 '0.0 '0.0 '0.0 'O.d �0.0 '0.0 '0.0 '0.0 '0.0 `0.0 a.0 `0.0 '0.0 00 0.0 'Oa 0.0 00 0.0 0.0 0.0 `0.0 0.0 0.0 '0.0 0.0 0.0 'Oa 'D.0 00 0.0 `00 0.0 '0.0 '0.0 0.0 '00 0.0 0.o `0.0 '0.0 '0.0 `00 '0.0 '00 '0.0 '0.0 00 '0.0 '0.0 '00 '00 '0.0 '0.0 '0. '0.0 '00 '0.0 '0.0 .0 '0.0 '0.0 '0.0 '0.0 0.0 '0.0 0.0 0.0 '00 0.0 0.0 0.0 0.0 'oo '00 '0.0 '0.0 '0.0 'a.o '0.0 `0.0 '0.0 '0.0 00 '00 'o0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 0.0 'oo '00 '0.0 b '0,0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 '0.0 0.0 '0,0 '0,0 `0.0 '0.0 0.0 0.0 00 0.0 '0.0 '0.0 '0.0 '0.0 '0.0 'ao '0.0 '00 '0.0 '0.0 0,0 '0.0 '0.0 '0.0 '0,0 '0.0 '0.0 '0.0 '0.0 '00 -0.0 '0.0 9i.0 '0f.. '0. '0.0 '0.0 '0.0 `o.o 'a.o 'o.o 'a.o 'o.o 'o.o 'o.o 'o.o 'o.o 'o.o 'o.0 'o.o 'o0 '0.0 '0.0 '0.0 '0.0 '0.0 'o.o 'o.o '0.0 'o.0 'o.o 'o.0 '0.0 '0.0 '0.0 '0�o.o.e. of =II0 '0.00 '0.0 '0.0 '0.0 '0.0 '0.0 `0.0 '0.0 '0.0 '00 00 00 00 00 00 0+q.- 0o.�00 n o MEADOWLAND DRIVE M M t Typical Light Pole s �n�Nme.w N x'�aF�so.mu-.nm.• 8 a �arx+sm ,°vac eo..v w. Ne.le wM wMYsaNmew m +1� Nwn m.iiaiMl eumneze.nueew�n and �.mM. aMwYwnMewamgY a i•' weer e. Igmxq enryw'wmwlwvw�. w•OM8 10 5 0 5 10 20 40 80 GRAPHIC SCALE RECEIVED City of So. Burlington; 0 NEAGLEY & CHASE CONSTRUCTION COMPANY 1150 Airport Dme Po Box 2283 So, Burlington, VT 05407-2283 (802) 6586320 658-0349 Fax Distribution Use Data Revision Si-h nuFt El PnNmhery FIrMI PMn M Pamee Fa CwME+x1M ❑A. BW Revisions Date Revision Project Name Logic Supply 2014 Expansion 4 Thompson St So. Burlington, VT 05403 Sheet Tile +-- Site Lighting Dated: Jan 29, 2014 Scale: 1' - 20'-0" Drawn: Walt Adams Sheet Number - SL 100 Sheet 1 of 1 File N.- August 12, 2015 Re: #SP-15-46 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six_(6) months. If you have any questions, please contact me. Sincey, aymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tei 802.846.4106 fax 802.846.4101 www.sburl.com r southburlington PLANNING & ZONING Permit Number SP-- (office usd only) APPLICATION FOR SITE PLAN REVIEW X Administrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD Greenfield Capital LLC 35 Thompson Street South Burlington, VT 05403 Phone 861-2300 Fax 660-2898 Email: lisa.groeneveld@logicsupply.com 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 770 Page 253 3. APPLICANT Greenfield Capital LLC 35 Thompson Street South Burlington, VT 05403 Phone 861-2300 Fax 660-2898 Email: lisa.groeneveld@logicsupply.com 4. CONTACT PERSON David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Contact email address:-dmarshall@cea-vt.com 4a. CONTACT EMAIL ADDRESS: dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 35 Thompson Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1715-00035 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com D 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Modification of Expansion of existing light manufacturing facility (25,840 SF new added to existing 14,878 SF) to reflect modified entry way and parking space configuration. b. Existing Uses on Property (including description and size of each separate use): 14,878 SF light manufacturing facility. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Light manufacturing facility with accessory cafeteria service on property. d. Total building square footage on property (proposed buildings and existing buildings to remain): 40,718 SF light manufacturing facility. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 35 feet, 2 floors f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees (existing and proposed, note office versus non -office employees): 45 (existing) 78 Proposed conditions) h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Hinesburg Road North VPZ and approach cone 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 3.22 Acres (140,111.48 SF) b. Building Coverage: Existing: 20,933 square feet 14.9 % Proposed: 20,933 square feet 14.9 % c. Overall Coverage (building, parking, outside storage, etc): Existing: 69,989 square feet: 49.9 % Proposed: 70,019 square feet 49.97 % Site Plan Application Form. Rev. 12-2011 d. Front Yard Coverage(s) (commercial projects only): Thompson Street Existing: 900 square feet: 8.2 % Proposed: 900 square feet: 8.2 % Meadowland Drive Existing: 0 square feet: 0 % Proposed: 1,028 square feet: 8.3 % d. Total area to be disturbed during construction (sq. ft.) 3.2 Acres or 140,000 sq ft.* * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 2,000,000 b. Landscaping: $ 27,500 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Parking Lots and utilities 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): No Change from permitted values 11. PEAK HOURS OF OPERATION: 7-8am, 4-5pm 12. PEAK DAYS OF OPERATION: Monday -Friday 13. ESTIMATED PROJECT COMPLETION DATE: Summer, 2015 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. Site Plan Application Form. Rev. 12-2011 complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. IGNATUR$ OF r SIGNATURE OF APPLICANT 5G ?d PROPERTY OWNER PRINT NAME q10 4, t �oe..n�l OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: 6 /(I / REVIEW AUTHORITY: ❑ Development Review Board I have reviewed this site plan application and find it to be: LJ Complete Incomplete 2\ ve Officer PRINT NAME LJ Administrative Officer The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 ClV1! lrll�l�� rJCI�r�l� ��rl & 10 Mansfield View Lane South Burlington, VT 05403 June 16, 2015 Mr. Ray Belair, Zoning Administrator City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Re: Greenfield Capital, LLC --- Logic Supply Light Manufacturing Facility 35 Thompson Street, Lot 10 Meadowland Business Park Site Plan Application for Parking and Entry Way Reconfiguration Dear Mr. Belair: We have prepared and have attached the Site Plan Application Form in support of the request for the proposed revisions to the approved parking lot and entry way configuration for the new building addition. The entry way was extended further west to accentuate the pedestrian access to the front of the building. This modification relocated three (3) parking spaces to other parts of the site. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, avid S. Marshall, P.E. --- Project Engineer Enclosures: Site Plan Application Form and Application Fe( Base Fee $165 x 1.5 (after the fact) = $247.50 + $13 filing fee = $260.50 3 Sets of Full Size Plan Sheets (Those modified by the parking space relocation) 1 Set of 11 x17 set of plans PDF's of Application on CD cc: (all w/ enclosures, 11x17 plans); R. Higgins, R. Groenveld, CEA File 12132.00 PAAutoCADD Protects\2012\12132\3-Permitting\1-Local Applications\Site Plan Amendment\Cover Letler.doc MI 0 MEADOWLAND DRIVE LOT COVERAGE Total Lot Area = 140,111.48 s.f. Bldg. Coverage (Existing) = 7,500 s.f. (5.35%) Lot Coverage (Existing) = 32,647.69 s.f. (23.3%) Bldg. Coverage (Proposed) = 20,780 s.f. (14.83%) ' Lot Coverage (Proposed) = 70,019 s.f. (50.0%) (50% max.) Proposed Parking Gross Area = 31,335 s.f. (Shaded Area) Proposed Parking Green Space Req'd. = 3,133.00 s.f. (10.0%) (10% min. req'd) (Cross Hatched Areas) (Area 'A' = 313 s.f.) (Area 'A1' = 265 s.f) (Area 'A2' = 107 s.f.) ' — (Area 'B' = 967 s.f.) '(Area 'C' = 407 s.f.) (Area 'D' = 483 s.f.) (Area 'E' = 251 s.f.) (Area 'F' = 363 s.f.) (Area 'G' = 291 s.f.) I Total Green Area Provided =3,447 s.f PARKING SPACES East Lot = 29 spaces North Lot = 40 spaces West Lot = 30 spaces Total = 99 spaces I HANDICAP SPACES 4 Required 4 Provided � I I O V) O I- M � Q N I I O cV O Z Qz O wzx . W ►-4 � U ►� E- W O I� DO 9� U I4 Y cc Q VQ� ?C/5Z� C) m o W z J Q g cc U�Op= o OOCO J O o O J M Q L U o S ro z U LL1 c i� m T N N LO U CO ie co LL1 I'm W 0 Cn Im W aN] N —1 Z� 00 O) N L1 O � A L J r - - 50476 (49239 net) MEW BUILDING o ADDITION F.F. o EL =G Q•66' o p 7500 13280 O TTT7M0 1-1 572 ® MEADOWLAND DRIVE 134 0 M LOT COVERAGE Total Lot Area = 140,111.48 s.f. Bldg. Coverage (Existing) = 7,500 s.t. (5.35%) Lot Coverage (Existing) = 32,647.69 s.f. (23.3%) Bldg Addition (Proposed) = 13280 Bldg. Coverage (Proposed) = 20,780 s.f. (14.83%) Lot Coverage (Proposed) = 70,019 s.f. (50.0%) (50% max.) (70,056 s.f. Allowed) PARKING SPACES East Lot = 29 spaces North Lot = 40 spaces West Lot = 30 spaces 7Required 96 spaces HCAP SPACES 44 I I I I I V I Z O 11 O `raQ�_M N II C O CV T U O W Z W Z x U � E-1 �WMy O Qznr��a Y U� � Z C/) W w jCLccco a-Lu z o p �CC C/) LuC.Uom U � � o go �C/3 J CE _o a O o � LO U a U AM LL/ � Ll ¢ 3 Q = an r` � N LO U M i Z gco LL1 W 0 W LL1 Li N —1 Q co 1 � � N co A AM J. southburlingtout PLANNING & ZONING Planning and Zoning Invoice Non -Residential Impact & Permit Fees Property Owners Name: Property Location: Amount: Payment Type: Zoning Permit (Non-residential) ZP- I�sq. ft. building @ $0.35 per sq. ft. plusi After -the -fact of (_) 50% [no NOV] or () 100% [NOV] Date: Code Pricin zp $13.00 Zoning Permit Total Amount Due Sewer Allocation Fee WWA- #204 g.p.d x $9.48 $ (_) Bartlett Bay (_) Airport Parkway r Road Impact Fee #221 $ Fire Impact Fee #203 $ Police Impact Fee #222 $ / (. Dorset Street Waterline Fee #230 $ Sewer Connect Inspection WW-_ ww $63 $ Total $ South Burlington Planning Zoning m New Non -Residential Construction Impact Fees Project Completed by April 1, 2015 Past payments credit: $2,909.94 Future payments credit: $1,668.16 OTHER CREDITS: NET ROAD IMPACT FEE $15,029.16 Police Impact Fee Square Feet of New Structure or Addition Base Fee: Square feet of existing structure to be removed Creditable amount Existing Single family homes to be removed Existing 2-3 Family structures to be removed Existing 4+ Family Structures to be removed Creditable Amount Current Grand List Value of Site Past Payments credit: Estimated Post -Construction Value Future payments credit: NET POLICE IMPACT FEE 26866 $6,387.66 0 $0.00 $0.00 1755900 $702.36 $1,423,898.00 $270.54 $6,117.12 TABLE PD-7 ESTIMATED POST -DEVELOPMENT VALUES PER SQUARE FOOT OF FLOOR SPACE Type of Use Industrial/Manufa i Engineerin Office Medical General Auto Elderly Motels cturing g and (General) Office Retail Service Care Fireproofed Steel Sketloton or $76 $100 $141 $152 $96 NA $117 NA Reinforced Concrete Structure SF Masonry or Concrete Bearing $56 $79 $110 $129 $81 $62 $96 $85 Wall Structure SF Wood Frame Structure $53 $74 $106 $126 $79 $58 $93 $82 Project Name & Address Property Owner Effective Date TOTAL IMPACT FEE Fire Impact Fees: Value of New Construction: Type of Use In ustrial/Manufacturine Eneineerine & Research General Office Ider_Care F c' itv k I South Burlington Planning Zoning New Non -Residential Construction Impact Fees Project Completed by April 1, 2015 Type of Construction Fireproofed Steel Skeleton or Reinforced Concrete Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: Road Impact Fee PM Peak Hour VTEs 5123 S133 S SF Masonry Wood Pre -Fab or Frame Steel SF SF Concrete Structure Structure Bearing 565 593 5110 _ S69 _ S51 _ 564 588 8104 S67 S41 569 96 5113 71 S54 S84 S81 572 S78 S72 S 4 1 $1,719,424 $4,298,560 $1,755,900 $1,457.40 $3,475,324.00 $0.00 $2,592.03 $1,134.63 SF South Burlington Planning Zoning New Non -Residential Construction Impact Fees Project Completed by April 1, 2015 64/25/2014 City of South Burlington Grand List Page 1 of 1 01:24 pm Parcel Report ray For Parcel: 1715-00035. GREENFIELD CAPITAL LLC Name GREENFIELD CAPITAL LLC 35 THOMPSON ST S BURLINGTON VT 05403 Location (A) LOT 10 911 35 THOMPSON ST Desc. 3.22A Codes: (1) (Category) C (Equipment) (Owner) S Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 3.22 Real Land' Building Equipment Inventory Values: 1,755,900 310,00 1,445,900 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Eqpm Land Use Amt Prev. Real 0 0.00 0 0.00 1,755,900 Housesite Special Exmp Grand List 0.00 0.00 17,559.00 Misc: Status: T Updated: 06/03/2013 Last sale was: Valid on 12/15/2006 for $365000 recorded on 770/253 Grievance Info: Flag: N Remarks: (1) SPAN: 600-188-17584 VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landowner(s): Greenfield Capital, LLC Permit Number: WW-4-2701-1 Logic Supply Corp. PIN: EJ96-0381.05 35 Thompson Street South Burlington VT 05403 This permit affects property identified as Town Tax Parcel ID # South Burlington: 1715-00035 referenced in a deed recorded in Book 770 Page(s) 253 of the Land Records in South Burlington, Vermont. This project, consisting of amending WW-4-2701 to recognize the as -built footprint of the building and the water and sewer services to the building, and to install a new hydrant off existing water service line,. served by municipal water supply services and municipal wastewater disposal services located on 35 Thompson Street in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. i. GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by David Marshall, with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date C3.0 Grading and Drainage Plan 1/01/2014 3/10/2014 C8.4 Hydrant Detail & Specification 11/01/2013 3/5/2014 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission, the Drinking Water and Groundwater Protection Division, the Watershed Management Division, the Division of Fire Safety, the Vermont Department of Health, the Family Services Division, other State departments, and local officials. 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 All conditions set forth in Permit Number WW-4-2701 shall remain in effect except as amended or modified herein. This project is approved for as -built construction of the building and water and sewer services on Lot# 1. 1.5 Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.6 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. 1.7 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property subject to this permit, at reasonable times, for the purpose of ascertaining compliance with Vermont Regional Offices — Barre/EssexJct./Rutland/Springfield/St. Johnsbury i ! Wastewater System and Potable Water Su, 3 Permit WW-4-2701-1 Page 2 of 2 environmental/health statutes, regulations, and permit conditions, including performing an inspection of the wastewater disposal and water supply systems serving the/each structure. 1.8 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with io V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 This project is approved with the existing connection to the water supply system owned by the City of South Burlington (VT0005091) for a maximum of 1148 gallons of water per day. 2.2 This project is approved for connection to a public water system. The installation of the public water system shall be completed in accordance with the conditions of the Public Water System Permit to Construct PID# C-3101- 14.0 WSID #yogi dated June 27, 2014 or any subsequent approvals for this system issued by the Drinking Water and Groundwater Protection Division. 2.3 The landowner shall install and maintain backflow prevention devices that conform to Vermont Department of Public Safety standards and NFPA 13 for the connection of any sprinkler fire suppression system to a public drinking water system. 2.4 This project is approved with an existing building's water service piping. The Drinking Water and Groundwater Protection Division assumes no liability for the adequacy of this water service. Should the water supply fail and not qualify for the minor repair or replacement exemption, the landowner shall engage a Licensed Designer to evaluate the cause of the failure and to submit a permit amendment application to this office, and receive approval thereof, prior to correcting the failure. 2.5 This permit is based, in part, on a municipal approval for connection to their water distribution system. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. 3.WASTEWATER DISPOSAL 3.1 This project is approved with the existing connection to the City of South Burlington wastewater treatment facility for a maximum of 1020 gallons of wastewater per day. 3.2 This project is approved with an existing building sewer. The Drinking Water and Groundwater Protection Division assumes no liability for the adequacy of this sewer piping. Should the wastewater system fail and not qualify for the minor repair or replacement exemption, the landowner shall engage a Licensed Designer to evaluate the cause of the failure and to submit a permit amendment application to this office, and receive approval thereof, prior to correcting the failure. 3.3 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required if the project is served by the municipal wastewater collection system. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. David K. Mears, Commissioner Department of Environmental Conservation By 1W �J1-� IvWDated July 1, 2014 Jess ne Wyman, Regio al Engineer Essex Regional Office Drinking Water and Groundwater Protection Division cc South Burlington Planning Commission David Marshall/CEA Act 25o District Environmental Commission-4Cioo9 Department of Public Safety, Division of Fire Safety e��o southburlington PLANNING & ZONING April 21, 2014 David Marshall Civil Engineering Associates, Inc. 10 Mansfield View Lane So. Burlington., VT 05403 Re: Preliminary & Final Plat Approval #SD-14-05 — 35 Thompson Street Dear Mr. Marshall: Enclosed, please find a copy of the Findings of Fact and Decision of the Development Review Board on the above referenced project, the hearing for which was closed on April 15, 2014 (effective 4/18/14). Please note the conditions of approval, including that the final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to me in time for recording along with a $15 recording fee by October 15, 2014) or this approval is null and void. If you have any questions, please contact me. Sinc rely Raymond J. Belair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7010 0290 0000 2215 6157 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ray From: Justin Rabidoux Sent: Tuesday, March 2S, 2014 10:26 AM To: dmarshall@cea-vt.com Cc: ray Subject: RE: Logic Supply David, Thanks for the clarification and proposal. Yes, your proposal is acceptable to me. Justin From: David Marshall [mailto:dmarshall@cea-vt.com] Sent: Tuesday, March 25, 2014 9:49 AM To: Justin Rabidoux Cc: ray Subject: FW: Logic Supply Justin - Just following up on your comment with regard to Logic Supply's proposed new curb cut out on to Meadowland Drive. You mention below that: "The sidewalk through the new Meadowland Drive driveway shall be 8" thick on a 12" gravel subbase". The existing sidewalk is actually a bituminous shared use path that is being impacted by the new driveway. Our plans were to reconstruct the section of the path with a deeper pavement section typical of a roadway and then transition the material thickness on either side to blend back into the existing conditions. Does this work for you? 1 David S. Marshall, P.E Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 P 802-864-2323 x310 F 864-2271 From: ray [mailto:rak@sburl.com] Sent: Monday, March 03, 2014 2:25 PM To: dmarshall@cea-vt.com Subject: FW: Logic Supply FYI Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 vwwv.sburl.com vwwv.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all a -mail, a -mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which nu�y be inspected by any person upon request, unless otherwise made confidential by law. lfyou have received this message in error, please notify us immediately by return email. Thank you.for your cooperation. From: Justin Rabidoux Sent: Monday, March 03, 2014 1:10 PM To: ray Subject: Logic Supply Ray, A couple of quick comments on the recent Logic Supply plans. 1. All excavation and restoration work within the Meadowland Drive ROW is subject to a DPW -issued ROW Excavation permit. 2. The sidewalk through the new Meadowland Drive driveway shall be 8" thick on a 12" gravel subbase. Commercial drives are subject to heavier live loads and need to be constructed to a higher standard. Tom D is out on paternity leave and I'll send him over to look at the plans when he's back in the office full time and I'll have Craig L take another look at the landscaping plan. Justin Rabidoux Director of Public Works/City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05cf03 (802) 658-7967 jrabidoux@sburl•com www•sburl•com Twitter: twitter•com/sbpubworks Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. CIVIL 10 Mansfield View Lane South Burlington, VT 05403 March 25, 2014 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com MAR L City of So. Buy Iir;9.0!. Re: Greenfield Capital, LLC - Logic Supply Expansion 35 Thompson Street Preliminary/Final Plat Application - Request for Continuance Dear Mr. Belair: In accordance with your request, please let this serve as clarification on a couple of issues in support of this application. 1. Height Waiver - The applicant is not seeking a height waiver for the proposed building addition. We previously submitted information documenting the average existing grade and have attached that information in hard copy form. This information indicates that: Average Existing Grade = 339.9 Maximum Building Height 35.0 Maximum Building Elev = 374.9 2. Hinesburg Road - North View Protection Zone - The maximum building height is governed by the base elevation of 393.5 plus 5.8 feet per 1000 feet of distance from the base line. By inspection, the maximum height of the proposed Logic Supply building addition (374.9) is less than the base line elevation for this view protection zone. Therefore, there are no compliance issues. 3. Landscaping Design Plan Hard Copies -Three sets of hard copies are attached as a follow-up to the digital submission made on February 26, 2014 with subsequent sign -off from Craig Lambert on February 27tn 4. Public Works Comments - We have requested a clarification from Mr. Justin Rabidoux concerning his comment #1 provided to you on March 3`d Mr. Ray Belair Page 2 of 2 March 25, 2014 a. The sidewalk through the new Meadowland Drive driveway shall be 8" thick on a 12" gravel subbase. Commercial drives are subject to heavier live loads and need to be constructed to a higher standard. The clarification seeks acknowledgement that the existing sidewalk is constructed with asphalt and not concrete and that an alternate construction approach would be more applicable. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, S. Marshall, P.E. Project Engineer \dsm Enclosures: Existing Grade Computation Existing Grade Site Plan 3 Sets Full Size Landscaping Plans and One set 11 x17 cc: R. Groeneveld, CEA File 12132 R\AutoCADD Projects\2012\12132\3-Permitting\1-Local Applications\3-Final\Belair Final Addl Info.doc Greenfield Capital Logic Supply Avergage Existing Grade Around Proposed Building 340.7 341.0 339.4 339.2 337.9 342.4 341.9 338.6 338.8 339.0 3398.9 339.9 Avg Existing Grade 35 Maximum Allowable Height of Bldg 374.9 Maximum Grade of Top of Building LEGEND ---- ---- ® ElosiMG CGNTOUR PxOPGSEG CONLOW � � � � MMOIeYATE PROPpUY IIIE _ . _ . _ . _ APPIIOJOYAIE SE1BAp( LAZE 0 • IRGN AW/A FWND/SET Il WNCREIE MONUMENT - -as— - ue— wAHTr save t»L uxllfliCRWnO aEcmlc T — — —Br— lE1F➢XIXE UNE LME SiORII OfWNAW UNE 0 SEM:R NANHIXE ® Btt1RM MA.— " —ANT • ®® Ro s1uJ-on GTCH BANN U.T P0.E ® OEOWWB TPEE CAMRRWS TREE —... 0 ORAWAC£ sWALE PRO,ECT �NCXNARK NOTES i "'. ------------------- ----------- _ _? ••ill_ _ - _ _-,9rle/: ".�M1- _� � ' -�- _ _.� IX 1•AN rid'• - 7 7-� -: I I J 1 I Ex PAMeIEYT 1 I I 1 1I - s, 34oa Ix I. UTAIIM. Moen e° ml wrvvN IR ron.tlNl. �w...,t a 1°«t.e RMRM. RveR a oeppc.nl t, Ui si.wy.e p.miwx I E�4.IY ' Y ocatwn. » RPPN"imOle rpRrt.e to N. En811ew. 1Ne Convects \ w ovr vuo. CVR•waMR. 2. Al. �nformaticn M ee..e Won a flMe r va,m..e by oa uy�..Ey A°Yary°eclaetSEP cl 10,} Nplr.ntal an0 "W Baum MPPw on VCs rvA0 °ne t Be, r.yecU•:Y W Bowe vocn tis ce�ve.,.xRse eR .Ile a.ae U. IX Q Re1"3H. Im. er a eNmt°rvae.eeta e.�.. «e 5 •. P-n y me Y« .,tf .a •Mwev.+ma aRwMw Ppk - Clg'En9Meeee,a 1n7�98e. E�—Mei1pj1 -e. Y � PcaaM Y Map SIM. J00.3, SwU B��ton LaM R.00rew � tYo Mmentclicn r.coreee eewmait.. �° PR08CT GRAPHIC SCALE taw Ine ) 1FiR--_m -- IXtr---_-�YM?l �IM - __ :I; POLL �--3.2-- I I ' 1 �� •ate I I � :- i OAK I I 94(•0 / 3"• I EXISTING .0 BUILDING F. F. , EL.=342.66' j I 3/s.4 1 • 1 ,''• n \ -342.*r _ -1.-...%-'s•�Luc i., ;'•., ;�`Po,ce may\ \I ;C.•:••,', �� -------------- `.` `'•• - .� - •`- " '\, -- 1_•---------- -334-------------- - % ;, ``• . yk ; "-- ---------- ,-- '--- -1 `" - -- -- h- -,-- / • 1 ..® OAK ---•__ ------- �; --..-.__- ------ ---------- .• a}. _ ErOSM110 RfC. PAIN I ME ADOWLAND DRIVE I it , 1 RM"SS7.49' �f— l'QIp I� _ T i �IX PFgBIf II ' I p,r eev..a3sor rm o e' UL.r MLr ; i '• C) I{I��eCL �•• " i " e) 4•P Y � it I•: I I ar-zr,r 00, Q IXAMYy31n I I 91T8 BNCINEBR I -� CPoL ENG mow ASmpe1F3, osru -117 GAC 1 DSM _ DSM 1 GREENFIELD CAPITAL, LLC I 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 I I P� I LOGICSUPPLYINC. ( PHASE II IEXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 iLOCATION MAP I I fX le• NODE nv..EixaY EXISTING CONDITIONS SITE PLAN ]ZOV-20i3 PROJECT BENCHMARK 4R4 cOMc. MON. ..w ^ i .0 ELEV�33B.8T' 1"=20' IV" 12132 Greenfield Capital Logic Supply Avergage Existing Grade Around Proposed Building 340.7 341.0 339.4 339.2 337.9 342.4 341.9 338.6 338.8 339.0 3398.9 339.9 Avg Existing Grade 35 Maximum Allowable Height of Bldg 374.9 Maximum Grade of Top of Building 40�YERMONT ' State of Vermont Department of Environmental Conservation Drinking Water and Groundwater Protection Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 www.septic.vt.gov March 14, 2014 Greenfield Capital, LLC Logic Supply Corp. 35 Thompson Street South Burlington VT 05403 Agency of Natural Resources [phone] 802-879-5656 [fax] 802-879-3871 Subject WW-4-2701-1 Logic Supply Corp. Phase II Building Expansion amend WW-4-2701 to install a new hydrant off existing water service line located on 35 Thompson Street in South Burlington, Vermont. Dear Ladies & Gentlemen: I reviewed the application and technical information submitted for the above referenced project. Unfortunately, there were items that were not included or were insufficient and I was unable to determine if this project meets the minimum standards of the Environmental Protection Rules. Please provide the following information: 1. The project description should include the revised building footprint and as -built construction of the water service line. 2. The application form Part V Section B #6 states No Permit to Construct is needed, however the cover letter states one is needed and has been applied for. 3. Please submit a copy of the Water Supply Permit to Construct for the hydrant. Please respond within thirty, (30) days from the date of this letter. Re -submittals that are incomplete or made after thirty days may result in the denial of the project. I will continue my review of the project once I receive the information requested. Please contact me if you have any questions. Sincerely, ' q ' , jvlll_� Jessanne Wyman Regional Engineer cc: South Burlington Planning Commission David Marshall Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury 4oO VERMONT State of Vermont Department of Environmental Conservation Drinldng Water and Groundwater Protection Division Essex Regional Office in West Street Essex Junction, VT 05452-4695 www.septic.vt.gov March 12, 2014 Greenfield Capital, LLC Logic Supply Corp. 35 Thompson Street South Burlington VT 05403 Agency of Natural Resources [Phone] 802-879-5656 [fax] 802-879-3871 RE: WW-4-2701-1, Logic Supply Corp. Phase II Building Expansion; amend WW-4-2701 to install a new hydrant off existing water service line located at 35 Thompson Street in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on March 11, 2014, including a fee of $180.00 paid by check #034576. Under the performance standards for this program, we will have a maximum Of 3o days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier, James Sandberg and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water and Groundwater Protection Division Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission David Marshall/Civil Engineering Associates, Inc. Regional Offices — Barre/EssexJct./Rutland/Springfield/St. Johnsbury ) ............................... __........_.............._............. tneOther Paper • otherpapervt.com • March 13, 2014 - 19 K _...................................._. ...._.____-....._. 31 .nb au �• 0 C S tTMENTS PUBLIC HEARING South Burlington offers SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD rtments. The South Burlington Development Review Board will hold a public hearing in the South Burling- itilities. ton City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on April 1, 2014 at tIth services. 7:00 P.M. to consider the following: .sday at 12:30 p.m. Preliminary & final plant application #SD-14-05 of Greenfield Capital, LLC to amend a previously approved 14,878 sq. ft. light manufacturing facility. The amendment consists of constructing a iW BLOWER: New electric 26,866 sq. ft. addition, 35 Thompson Street. ✓blower, never used. Orig price • asking $75.862-6181. (03 / 13) S BED: Sturdy Kids Town Tim Barritt, Chair loft bed, about 4 feet off the South Burlington Development Review Board md, adventurous and cozy n underneath; honey pine. Copies of the application are available for public inspection at the South Burlington City Hall. Par- $650; asking $300. Call/text ticipation in the local proceeding is a prerequisite to the right to take any subsequent appeal. 2248.(03/06) March 13, 2014 J: Scutt 813-3, asig. Eight 3, about 16 1/2" across on nterior,capacity 2.3cu.ft. -bed kiln _ _ _ _ _ _ -------------""'------------------+ 1 Classifieds 1 sitter and shut- .mer. Holes drilled to and p he- 1 A service for South Burlington residents. P �m for venting. Extra cones 1 1 Aed. Asking $200. 802-658- . -(02 / 27) 1 1 Please Check One Below 1 1 1 1 ❑ Free Ad: Ads from South Burlington residents for ITEMS FOR SALE, FREE ITEMS, TAG SALES, 1 White trundle bed with mat- $300.802-860-4766. (03/06) 1 WANTED ITEMS, FOUND ITEMS, LOST ITEMS and VEHICLES FOR SALE will be printed for 2 weeks 1 1 free of charge, on a space available basis. 1 IS: Large coffee table, $50; 1 1 1 ❑ Paid Ad: BUSINESS, SERVICE, REAL ESTATE FOR SALE or REAL ESTATE FOR RENT ads cost $20 p 1 undy Wing chair, $50; air 1 week. Make checks payable to The Other Paper and mail to the address listed at the bottom of this form. 1 litioner, $50; sewing ma- 1 1 1 stool, $10. 802-489-5416. ; week(s) @ $20/wk = $ (please submit this amount) 1 O: Winter upright, very good 1 1 1 1 Ad information (50 words or less) and applicable payment must be received by ition. Includes bench and 1 our THURSDAY NOON deadline to be included in the current issue. 3000B0.802-863-2434.(03/13) 1 1 Name, address and phone are required for residency verification. 1 S: 4 Hankook I -Pike winter Name: 1 215/60R16 - rated for 30,000 1 ; used only 2,900 - Asking Phone Number: 1 802-862-5961.(03/06) 1 Address: 1 ... _ .. .. _. .. _ _ 1 ®fiVP:YAff�R'11�f1Y• ISn n/n Y!'�c nr �occ� e CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this day of Cf 'l v(11 , 20 14 , a copy of the foregoing public notice for '-qnn; < id [type of application] # [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) Its+ Dated at ) ,,; , ttown/city], Vermont, this day of K �, 20 j c Printed Name: 4-y-) ul -T . mc�'1 S Phone number and email: 0- Lq . Signature: C. Date: y -i Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form, Rev. 1-2012 Abutters list Greenfield Capital, LLC 35 Thompson Street 39 BOWDOIN STREET 65 BOWDOIN STREET 284 MEADOWLAND DR 317 MEADOWLAND DR 472 MEADOWLAND DR 73 THOMPSON ST NORTHEAST TERRITORIES INC GPT PROPERTIES TRUST SBRC PROPERTIES LLC GRANDVIEW FARM INC O'BRIEN MEADOWLANDS LLC THE ROCK OF GREATER BURLINGTON, INC 20 SOUTH CREST DR BURLINGTON VT 05401 0257-00039 9 GALEN ST SUITE 240 WATERTOWN MA 02472 0257-00065 85 SHUNPIKE RD WILLISTON VT 05495 1155-00284 P 0 BOX 1304 BURLINGTON VT 05402-1304 1155-00317 P 0 BOX 2184 S BURLINGTON VT 05407 1155-0047" 73 THOMPSON ST S BURLINGTON VT 05403 IA t� PLANNING & ZONING PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on April 1, 2014 at 7:00 P.M. to consider the following: Preliminary & final plant application #SD-14-05 of Greenfield Capital, LLC to amend a previously approved 14,878 sq. ft. light manufacturing facility. The amendment consists of constructing a 26,866 sq. ft. addition, 35 Thompson Street. Tim Barritt, Chair South Burlington Development Review Board Copies of the application are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. March 13, 2014 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning C* A.c-k « osq s ry rIVI L Ul EGA I N "U"W �r i-�:01 r0 �r�j� Jo l l ir� 10 Mansfield View Lane South Burlington, VT 05403 February 28, 2014 Mr. Ray Belair, Administrative Officer City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Re: Greenfield Capital, LLC — Logic Supply Expansion 35 Thompson Street Preliminary/Final Plat Application - Request for Continuance Dear Mr. Belair: In light of the fact that the recent building modifications create an inconsistency with the public warning for this hearing before the Development Review Board, we hereby request a continuance to allow the revised notice to reflect the most current project proposal. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, r David S. Marshall, P.E. Project Engineer \dsm Enclosures: $50 continuance fee cc: R. Groeneveld, CEA File 12132 P:\AutoCADD Projects\2012\12132\3- Perm itting\1-Local Applications\3-final\Belair Final Continuance Req.doc 10 Mansfield View Lane South Burlington, VT 05403 February 21, 2014 Mr. Ray Belair, Zoning Administrator City of South Burlington Planning & Zonir,y 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-864-2323 Fax: 802-864-2271 -Mail: mail@cea-vt.com FEB 2 4 2013 City of So. Burlington Re: Logic Supply Light Manufacturing Facility Expansion 35 Thompson Street, Meadowland Business Park Preliminary & Final Plan Application — Updated Information Dear Mr. Belair: As part of its value engineering process in consultation with its construction contractor, a number of small changes have been made to the buildings and site design. These include: • The building shape in the northwest corner has been modified but the overall building footprint has been reduced by approximately 60 SF but the overall GSF has increased. • The proposed bike rack has been moved to the west side of the building. • The amount of impervious surface located on the terrace south of the southwest entrance to the building has been reduced. • The building height remains the same but the skylights allowing natural light into the building penetrate above the 35-foot height requirement by 2-feet. A waiver request is now included for this application. In order for the application to be consistent with the most recent ideas for the facility, the plan set has been revised to reflect these modifications. Waivers — 2-foot height waiver requested solely for the installation of skylights to facilitate the use of natural light to illuminate the interior space on the second floor. Applicant also seeks permission to access Meadowland Drive. The small increase in overall GSF did not trigger the need for any additional parking spaces. Mr. Ray Belair Page 2 of 2 February 21, 2014 We have repackaged all of the original submittal (except a hard copy of the traffic study) for convenience. The attached CD updates and includes all of the submittal items in PDF format. This completes our summary of the proposed features of the proposed expansion. If you should have any questions, please feel free to contact me at 864-2323 x 310. Respectfully, 6� David S. Marshall, P.E. Project Engineer Enclosures Preliminary Plan Application Preliminary Plan Application Fee of $1,488.20 Sketch Plan - Base fee $500 + $13 = $513.00 + 10,000 non-residential sq. ft. x $0.05 = $500.00 + 16,866 non-residential sq. ft. x $0.03 = $505.98 Total =$1,518.98 Previous Paid = 1 488.20 Supplemental =$ 27.78 Final Plan Application Final Plan Application Fee of $1,129.80 Sketch Plan - Base fee $500 + $13 = $513.00 + 10,000 non-residential sq. ft. x $0.03 = $300.00 + 16,866 non-residential sq. ft. x $0.02 = $337.32 Total =$1,150.32 Previous Paid = 1 129.80 Supplemental =$ 20.52 Supplemental Fee in the amount of $27.78 + $20.52 = $48.30) Updated Application Form (Prelim & Final as one) Abutters List Proposed Conditions Site Plan Set - 6 full size and one 11 x17 Parking Green Space Compliance Plan (showing lot coverage updates) Landscaping Estimate Updated Lot Coverage and Parking Calcs CD of application package materials Cc: R. Groeneveld; L. Hermann, C. Dillon; CEA File 12132.00 (all with 11x17 plans and enclosures) P:\AutoCADD Projects\2012\12132\3-Permitting\1-Local Applications\2-Preliminary\Belair Cover Letter Prelim & Final.doc An 1 :6.01001� southburlington PLANNING & ZONING Permit Number SD - (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW Preliminary & Final PUD Being Requested? X Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) Greenfield Capital LLC 35 Thompson Street South Burlington, VT 05403 Phone 861-2300 Fax 660-2898 Email: lisa.groeneveld@logicsupply.com 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 770 Page 253 3. APPLICANT (Name, mailing address, phone and fax Greenfield Capital LLC 35 Thompson Street South Burlington, VT 05403 Phone 861-2300 Fax 660-2898 Email: lisa.groeneveld@logicsupply.com 4. CONTACT PERSON (Name, mailing address, phone and fax David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Contact email address:_dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS:-35 Thompson Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1715-00035 Subdivision Application Form. Rev. 12-2011 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Expansion of existing light manufacturing facility (26,866 SF new added to existing 14,878 SF). b. Existing Uses on Property (including description and size of each separate use): 14,878 SF light manufacturing facility. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Light manufacturing facility with accessory cafeteria service on property. d. Total building square footage on property (proposed buildings and existing buildings to remain): 14,878 SF (Existing) and 26,866 SF (Proposed) = 41,744 SF e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Existing - 27 feet plus roof mounted equipment (+/- 5'), 2 floors Proposed — 35 feet plus skylight frame and domes Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees (existing and proposed, note office versus non -office employees): 45 (existing) 78 Proposed conditions) h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Applicant seeks permission to create curb cut on Meadowland Drive to facilitate proposed reconfiguration of the building and improve circulation. Hinesburg Road North VPZ and approach cone i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 3.22 Acres b. Building Coverage: Existing: 7,500 square feet: 5.4 % Proposed: 20,933 square feet 14.9 % c. Overall Coverage (building, parking, outside storage, etc): Existing: 32,648 square feet: 23.3 % Proposed: 69,989 square feet 49.9 % Subdivision Application Form. Rev. 12-2011 d. Front Yard Coverage(s) (commercial projects only): Thompson Street Existing: 900 square feet: 8.2 % Proposed: 900 square feet: 8.2 % Meadowland Drive Existing: 0 square feet: 0 % Proposed: 1,028 square feet: 8.3 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or I1I) on the subject property? ❑ Yes X No (Not in the area of the proposed boundary adjustment) b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria)_ 10. AREA DISTURBED DURING CONSTRUCTION: 76,500 SF 11. COST ESTIMATES a. Building (including interior renovations): $ 2,000,000 b. Landscaping: $ 27,500 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Parking Lots and utilities 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): b. A.M. Peak hour for entire property (in and out): c. P.M. Peak hour for entire property (In and out): 13. PEAK HOURS OF OPERATION: 8 to 9 Am and 5 to 6 PM 14. PEAK DAYS OF OPERATION: Monday through Friday 3 Subdivision Application Form. Rev. 12-2011 15. ESTIMATED PROJECT COMPLETION DATE: Fall, 2014 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER PRINT NAME SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Complete Incomplete Administrative Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist. Subdivision Application Form. Rev. 12-2011 Abutters List Greenfield Capital, LLC 35 Thompson Street 39 BOWDOIN STREET NORTHEAST TERRITORIES INC 65 BOWDOIN STREET GPT PROPERTIES TRUST 284 MEADOWLAND DR SBRC PROPERTIES LLC 317 MEADOWLAND DR GRANDVIEW FARM INC 472 MEADOWLAND DR O'BRIEN MEADOWLANDS LLC 73 THOMPSON ST THE ROCK OF GREATER BURLINGTON, INC 20 SOUTH CREST DR BURLINGTON VT 05401 0257-00039 9 GALEN ST SUITE 240 WATERTOWN MA 02472 0257-00065 85 SHUNPIKE RD WILLISTON VT 05495 1155-00284 P 0 BOX 1304 BURLINGTON VT 05402-1304 1155-00317 P 0 BOX 2184 S BURLINGTON VT 05407 1155-0047 P 0 BOX 464 MILTON VT 05468 Item PROPOSED PLANT MATERIAL Acer saccharum / Sugar Maple Gleditsia triacanthos var.'inermis' / Honeylocust Cornus sericea'Allman's Compacta / Red -Twig Dogwood Rhus aromatica'Grow Low / Fragrant Sumac NOTES: These prices include materials, warranty, and installation costs. Estimate does not include cost of transplanting (1 1) existing trees. Size Quantity Unit Unit Cost Unit Total 4"-4.5"caliper 5 EA $1,500.00 $7,500.00 5"-5.5"caliper 6 EA $2,400.00 $14,400.00 #5 21 FA $70.00 $1,470.00 #3 92 EA $45.00 $4,140.00 Total Cost $27,510.00 1 2/10/2014 Logic Supply Expansion 35 Thompson Street Lot Coverage & Parking Summary Building & Lot Coverage 3.217 Acre Lot Size 7,500 GSF Existing Building Footprint 5.4% Existing Building Coverage 13,433 GSF Proposed Building Addition 20,933 GSF Proposed Building Footprint 14.9% Proposed Building Coverage 32,648 GSF Existing Lot Coverage 23.3% Existing Lot Coverage 69,989 GSF Proposed Lot Coverage 49.9% Proposed Lot Coverage Front Yard Green Space Coverage 11,036 SF Green Space Area along 30' of Thompson Street 900 SF of Lot Coverage within 30' wide band 8.2% Coverage of 30' Green Space Area 12,375 SF Green Space Area along 30' of Meadowland Drive 1,057 SF of Lot Coverage within 30' wide band 8.5% Coverage of 30' Green Space Area Parking Space Requirements Light Manufacturing 0.5 per 1,000 SF GFA, plus 1 space per employee 41,744 GSF x 0.5 Space / 1000 GSF = 20.9 78 Employees x 1 Space / Employee = 78.0 98.9 Number of Parking Spaces Required = 99 Proposed Parking Waiver = 0 Number of Parking Spaces to be Permitted = 99 Number of Parking Spaces Proposed = 99 Handicap Parking Spaces Required = 4 Handicap Parking Spaces Proposed = 4 ray From: Craig Lambert Sent: Thursday, February 27, 2014 11:06 AM To: dmarshall@cea-vt.com; ray Subject: RE: Logic Supply landscape review The revisions on these plans addresses my concerns. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(qsburl.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: David Marshall [mailto:dmarshall@cea-vt.com] Sent: Wednesday, February 26, 2014 9:07 AM To: ray Cc: Craig Lambert Subject: Logic Supply landscape review Ray - Per Craig's Comments, the landscape plans have been buttressed with details and specifications. We will bring over hard copies if you like. Please advise. Best David S. Marshall, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 P 802-864-2323 x310 F 864-2271 From: Cynthia Silvey[ma iIto: csilveyO)wagnerhodgson.com] Sent: Monday, February 24, 2014 3:44 PM To: 'dmarshall@cea-vt.com'; Keith Wagner Cc: 'Elizabeth Herrmann' Subject: RE: landscape review Hi Dave and Liz. Attached please find a revision of our set — now three full-sized sheets, with written specs laid out with our standard planting details. We believe these drawings should address Craig Lambert's comments from last week. We have eliminated the planting note concerning the process of deep -root fertilization, and the comment regarding excavating 1 for the maple in the new parking bump -out is noted but should not require any additional notation, etc. — that area is not currently paved and will also be completely re -graded, which should ensure that the bump -out can be filled with topsoil/planting soil sufficient for the needs of that tree. Please let us know if you need anything else. Thanks, Cynthia From: David Marshall [mailto:dmarshall@cea-vt.com] Sent: Friday, February 21, 2014 7:38 AM To: Keith Wagner Cc: 'Elizabeth Herrmann'; Cynthia Silvey Subject: RE: landscape review Keith - We will need to modify these plans to reflect these comments. The inclusion of planting details and specs has become the standard in south Burlington. Thanks David S. Marshall, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 P 802-864-2323 x310 F 864-2271 From: Keith Wagner[ma iIto: hkwagner@wagnerhodgson.com] Sent: Thursday, February 20, 2014 3:04 PM To: 'dmarshall@cea-vt.com' Cc: Elizabeth Herrmann; Cynthia Silvey Subject: RE: landscape review Interesting. I was not aware that they want a full set of CD's for permitting. Items such as fertilization rates typically occur in the specs. I understood that this plan was to demonstrate the plant quantities and to confirm our meeting the SB regulations only. If more information is required- please let me know what else you need. Regards, H. Keith Wagner, FASLA Principal Personal email: hkwagner@wagnerhodgson.com WAGNERHODGSON LANDSCAPE ARCHITECTURE 7 Marble Avenue, Burlington, VT 05401 T 802.864.0010 F 802.864.6267 W www.wagnerhodason.com 2 From: David Marshall [mailto:dmarshall@cea-vt.com] Sent: Thursday, February 20, 2014 2:44 PM To: Keith Wagner Cc: Elizabeth Herrmann Subject: FW: landscape review FYI from Ray David S. Marshall, P. E Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 P 802-864-2323 x310 F 864-2271 From: ray [mailto:rayC&sburl.com] Sent: Thursday, February 20, 2014 11:29 AM To: dmarshall@cea-vt.com; Lee Krohn Subject: FW: landscape review Hi Dave, Attached are comments from Craig Lambert regarding the Logic Supply application. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mrtil, a -mail attachments as well as paper copies of'documents received or prepared for use in matters concerning City business, concerning a City gfficial or staff, or containing in formation relating to City business are likely to be regarded as public records which mqy he inspected by any person upon request, unless otherwise made confidential by law. Lfyou have received this message in error, please notify us intmediatel_y by return email. Thank you.for your cooperation. From: Justin Rabidoux Sent: Thursday, February 20, 2014 9:19 AM To: ray Subject: FW: landscape review From: Craig Lambert Sent: Thursday, February 20, 2014 8:16 AM To: Justin Rabidoux Subject: landscape review Justin, I've attached comments for Logic Supply. Until a specific landscaping plan is submitted there isn't much I can recommend on the Blackbay Ventures plan. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 FW: Logic Supply- Lee Krohn https://outlook.office365.com/owa/#viewmodel=ReadMessageItem&It... FW: Logic Supply ray <ray@sburl.com> Mon 3/3/2014 2:25 PM ro:Lee Krohn <Ikrohn@ccrpcvt.org>; FYI and please print a copy and place in file folder, thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City of or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Justin Rabidoux Sent: Monday, March 03, 2014 1:10 PM To: ray Subject: Logic Supply Ray, A couple of quick comments on the recent Logic Supply plans. 1. All excavation and restoration work within the Meadowland Drive ROW is subject to a DPW -issued ROW Excavation permit. 2. The sidewalk through the new Meadowland Drive driveway shall be 8" thick on a 12" gravel subbase. Commercial drives are subject to heavier live loads and need to be constructed to a higher standard. Tom D is out on paternity leave and I'll send him over to look at the plans when he's back in the office full time and I'll have Craig L take another look at the landscaping plan. JUSTIN RABIDOUX DIRECTOR OF PUBLIC WORKS/CITY ENGINEER CITY OF SOUTH BURLINGTON 575 DORSET STREET I of 2 3/4/2014 8:15 AM ray From: Terry Francis Sent: Tuesday, February 25, 2014 12:26 PM To: ray; Justin Rabidoux; Doug Brent Subject: RE: Logic Supply - 35 Thompson Street Hi Ray I had a 2.5 hrs. review mtg with the principals and architect on 02/04/14 so I think FD is all set. Happy to forward a copy of mtg highlights if that is helpful to the process. From: ray Sent: Tuesday, February 25, 2014 8:42 AM To: Justin Rabidoux; Doug Brent; Terry Francis Subject: Logic Supply - 35 Thompson Street Hi Guys, If you are going to provide any comments on the Logic Supply project, now is the time to submit them. Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, a -mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately hp return email. Thank you for your cooperation. 1 Landscape Review Logic Supply Phase II February 20, 2014 • Entire parking lot bump out should be excavated to a depth of 2.5-3 ft. and filled with quality planting soil to support growth of Sugar Maple • Tree Planting Specifications and Details need to be included in plans • Planting Note#16- this spec is meaningless without including fertilization rates. All root injection equipment I'm familiar with will only inject to a depth of about 12 inches. Any fertilizer applications should be based soil and/or tissue analysis that demonstrate a nutrient deficiency th-Other Paper • otherpal ......................... ....... 4- PUC -% -ices nr•° PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on March 4, 2014 at 7:00 P.M. to consider the following: Conditional use application #CU-14-01 of Mt. Mansfield Television, Inc. to amend a previously approved plan fora television studio. The amendment consists of relocating an eight (8) foot diameter microwave dish (antenna) from the roof of the building to an existing monopole tower at 65 feet in height, 30 Joy Drive. Preliminary & final plan application #SD-14-05 of Greenfield Capital, LLC to amend a previously approved 14,878 sq. ft. light manufacturing facility. The amendment consists of constructing a 25,840 sq. ft. addition, 35 Thompson Street. Tim Barritt, Chairman South Burlington Development Review Board Copies of the application are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. February 13, 2014 eds AFFORDABLE APARTMENTS Pines Senior Living Community in South Burlington offers 1 & 2 bedroom apartments. Rent includes all utilities. Optional living and health services. Community tour every Wednesday at 12:30 p.m. 865-1109 RESPITE HELP Longtime SB couple looking for respite care for their 31 year old developmentally disabled adult son. Job would include accompanying son to local sporting events, community events, movies, etc.' Hoping for one evening per week, to start. Required background check necessary. Paid position. Please call 802 862 7271 to schedule an interview. Classifieds A service for South Burlington residents. Ads from South Burlington residents for Items for Sale, Free Items, Tag Sales, Wanted Items, Found Items, Lost Items and Vehicles For Sale will be printed for 2 weeks, free of charae, on a space available OUTDOOR CHAIR: transported by the wind to my backyard on Spear Street. Call to identify, 802- 862-9022(02/13) BABYTTEMS: Crib/playyard with sheets, mattresses and bumper, $60; high chair, $25; play mat $5; slide $2, baby Bjorn $10.802-863- 2256 (02/06) BEDROOM SET- 7 ITEMS: Cla- remont Series from 2004: Queen Sleigh Bed with rails, (no mat- tress), tall dresser w/ 6 drawers, wide dresserw/ 8 drawers, mirror, 2 night stands w/3 drawers, large armoire, 2 large drawers. Asking $1,400.802-865-9230 (02/13) MINERAL SET: Special little set for sale: $30. Set contains a variety of unusual stones and needs a home. Put together by a person in Arizona in the seventies; suit- able for young person. 862-4629 (02 / 13) co. discussing how that sho To kick-off the conversa with 7 or 8 residents, Cit Tom Hubbard, Police Cf Zoning Paul Conner, Pul Councilor Rosanne Grec wing and Ryan Betcher. and parking in the nei€ airport. Another meetir date to be determined. Conner presented a prc project. The first tier, a F made up of representat Burlington Internationa make policy. Tier 2 would stakeholders, residents, sized that determining c progress, but he stressed members will be of utrr with residents' schedule the process will be bene also important to have s Although all councilors Helen Riehle pointed of the airport plan will be r Resident George Maille s with what had been pre: become informed of the ; City of Burlington. Maille noise exposure map, as t ing the airport and thus, Since the FAA's buyout p. generated much angst a officials. Since the progrE been purchased. There, program and there are c Staffwould like to get the City Manager Kevin Dor sary to start the project CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this r day of �- . `. , 20 ly , a copy of the foregoing public notice fok-;,ewhr 0 KandtlItype of applicati ] #: D !- - C C, [application number], was sent by U.S. m il, postAge prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) Dated at it , [town/city], Printed Name: Phone number and email: Signature: Date: Vermont, this I -A6 day of b WA, I , 20j-�—. Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 Abutters list Greenfield Capital, LLC 35 Thompson Street 39 BOWDOIN STREET NORTHEAST TERRITORIES INC 65 BOWDOIN STREET GPT PROPERTIES TRUST 284 MEADOWLAND DR SBRC PROPERTIES LLC 317 MEADOWLAND DR GRANDVIEW FARM INC 472 MEADOWLAND DR O'BRIEN MEADOWLANDS LLC 73 THOMPSON ST THE ROCK OF GREATER BURLINGTON, INC 20 SOUTH CREST DR BURLINGTON VT 05401 0257-00039 9 GALEN ST SUITE 240 WATERTOWN MA 02472 0257-00065 85 SHUNPIKE RD WILLISTON VT 05495 1155-00284 P 0 BOX 1304 BURLINGTON VT 05402-1304 1155-00317 P 0 BOX 2184 S BURLINGTON VT 05407 1155-0047, P 0 BOX 464 MILTON VT 05468 TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning gp ®®�� southhg N.> PLANNING & ZONING PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on March 4, 2014 at 7:00 P.M. to consider the following: Conditional use application #CU-14-01 of Mt. Mansfield Television, Inc. to amend a previously approved plan for a television studio. The amendment consists of relocating an eight (8) foot diameter microwave dish (antenna) from the roof of the building to an existing monopole tower at 65 feet in height, 30 Joy Drive. Preliminary & final plan application #SD-14-05 of Greenfield Capital, LLC to amend a previously approved 14,878 sq. ft. light manufacturing facility. The amendment consists of constructing a 25,840 sq. ft. addition, 35 Thompson Street. Tim Barritt, Chairman South Burlington Development Review Board Copies of the application are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. February 13, 2014 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com A�- 1 04, south burfinton PLANNING & ZONING Permit Number SD- - oftice use only) APPLICATION FOR SUBDIVISION PLAT REVIEW Preliminary/Final PUD Being q , Requested? Yes No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) Greenfield Capital LLC 35 Thompson Street South Burlington, VT 05403 Phone 861-2300 Fax 660-2898 Email: lisa.groeneveld@logicsupply.com 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 770 Page 253 3. APPLICANT (Name, mailing address, phone and fax Greenfield Capital LLC 35 Thompson Street South Burlington, VT 05403 Phone 861-2300 Fax 660-2898 Email: lisa.groeneveld@logicsupply.com 4. CONTACT PERSON (Name, mailing address, phone and fax David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Contact email address:-dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 35 Thompson Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office)1715-00035 Subdivision Application Form. Rev. 12-2011 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Expansion of existing light manufacturing facility (25,840 SF new added to existing 14,878 SF). b. Existing Uses on Property (including description and size of each separate use): 14,878 5F light manufacturing facility. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Light manufacturing facility with accessory cafeteria service on property. d. Total building square footage on property (proposed buildings and existing buildings to remain): 14,878 SF e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 35 feet, 2 floors f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees (existing and proposed, note office versus non -office employees): 45 (existing) 78 Proposed conditions) h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Applicant seeks permission to create curb cut on Meadowland Drive to facilitate proposed reconfiguration of the building and improve circulation. Hinesburg Road North VPZ and approach cone i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 3.22 Acres b. Building Coverage: Existing: 7,500 square feet: 5.4 % Proposed: 20,995 square feet 15.0 % c. Overall Coverage (building, parking, outside storage, etc): Existing: 32,648 square feet: 23.3 % Proposed: 69,989 square feet 49.9 % Subdivision Application Form. Rev. 12-2011 d. Front Yard Coverage(s) (commercial projects only): Thompson Street Existing: 900 square feet: 8.2 % Proposed: 900 square feet: &2 % Meadowland Drive Existing: 0 square feet: 0 % Proposed: 1,028 square feet: 8.3 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes X No (Not in the area of the proposed boundary adjustment) b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria)_ 10. AREA DISTURBED DURING CONSTRUCTION: 76,500 SF 11. COST ESTIMATES a. Building (including interior renovations): $ 2,000,000 b. Landscaping: $ 27,500 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Parking Lots and utilities 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): b. A.M. Peak hour for entire property (in and out): c. P.M. Peak hour for entire property (In and out): 13. PEAK HOURS OF OPERATION: 8 to 9 Am and 5 to 6 PM 14. PEAK DAYS OF OPERATION: Monday through Friday 3 Subdivision Application Form. Rev. 12-2011 15. ESTIMATED PROJECT COMPLETION DATE: Fall, 2014 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I 1" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: otification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT t;SG C c-ooy�sW,)� SIGNATURE OF PROPERTY OWNER PRINT NAME ATURE OF PROPERTY OWNER PRINT NAME Do not write below this line 1 / DATE OF SUBMISSION: - I have reviewed this preliminary plat application and find it to be: Incomplete nistrative Officer / Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Subdivision Application Form. Rev. 12-2011 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mail@cea-vt.com January 28, 2014 Mr. Ray Belair, Zoning Administrator City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Re: Logic Supply Light Manufacturing Facility Expansion 35 Thompson Street, Meadowland Business Park Preliminary & Final Plan Application Dear Mr. Belair: Greenfield Capital, LLC is now seeking, through the submission of the preliminary and final plan applications, to expand its existing light manufacturing facility at its 35 Thompson Street location within the Meadowland Business Park. The current proposal is to add 25,840 SF to the existing 14,878 SF (7,500 SF footprint) facility. The proposed expansion will enable the existing building to be significantly improved in relation to it's communication with the existing streetscape and visual approach as observed from Meadowland Drive and from more remote locations such as Hinesburg Road. To readily enable access for visitors to the refocused main entry on the west side of the building, we are proposing that the circulation around the building be improved with a new access point on to Meadowland Drive. This concept received preliminary acceptance during the Sketch Plan review. As this application seeks an amendment to the original requirement instituted in 1996 in which access for this lot was limited to Thompson Street, we are seeking an amendment to the original PUD approval for the Meadowland Business park to facilitate the implementation of the re -orientation of the building. The proposed building height will comply with the 35-foot maximum and no waiver for roof mounted equipment is proposed. Mr. Ray Belair Page 2 of 3 January 28, 2014 The proposed lot coverage has been maximized as it relates to the Zoning District's and State Stormwater Permit maximum of 50%. The number of parking spaces supporting the existing facility is 49 for the 14,878 GSF or floor area. The proposed facility will add 25,840 GSF but much of this will be storage area. The proposed on -site parking number is 99 spaces. Sewer — The project will be served by the existing 6" PVC service line is connected to the gravity sewer main on Thompson Street. Internal plumbing will accommodate the proposed expansion. Water — The existing 8" line from Meadowland Drive which services the hydrant and the building will provide the water supply through internal plumbing to the proposed expansion. Stormwater — The State Stormwater permit limits lot coverage to no more than 50% and requires that water quality treatment be provided on site prior to discharge to the existing stormwater management system. This will be achieved with the proposed treatment facility with the discharge connected to the existing 15" HDPE located in the northwest corner of the property. Power & Communications — The electrical transformer and communications pedestals are currently located in the southwest corner of the property provide service to the existing building and were designed to provide service for the full build -out of the property through the internal wiring of the existing facility. Future Expansion — The development potential of the parcel has been maximized however, the applicant is providing a future access easement to the lot to the west to enable interconnectivity if the City determines that this is advantageous for the business park, Landscaping — The proposed landscaping for the project is now reflected in a plan prepared by Wagner & Hodgson. The supporting cost estimate for the proposed plant materials is attached. Traffic Study — The traffic Study prepared by Lamoureaux & Dickenson indicates that the warrants for the future traffic signal improvements at the intersection of Meadowland Drive and Hinesburg Road (VT Route 116) have not yet been met. Mr. Ray Belair Page 3of3 January 28, 2014 Waivers — None are proposed. Applicant seeks permission to access Meadowland Drive. This completes our summary of the proposed features of the proposed expansion. If you should have any questions, please feel free to contact me at 864-2323 x 310. Respectfully, David S. Marshall, P.E. Project Engineer Enclosures Preliminary Plan Application Preliminary Plan Application Fee of $1,488.20 Sketch Plan - Base fee $500 + $13 = $513.00 + 10,000 non-residential sq. ft. x $0.05 = $500.00 + 15,840 non-residential sq. ft. x $0.03 = $47S.20 Total =$1,488.20 Final Plan Application Final Plan Application Fee of $1,129.80 Sketch Plan - Base fee $500 + $13 = $513.00 + 10,000 non-residential sq. ft. x $0.03 = $300.00 + 15,840 non-residential sq. ft. x $0.02 = $316.80 Total=$1,129.80 Proposed Conditions Site Plan 6 full size and one 11 x17 Abutters List Parking Green Space Compliance Plan Landscaping Estimate Lighting Catalog Cuts Traffic Study CD of application package materials Cc: R. Groeneveld; L. Hermann, C. Dillon; CEA File 12132.00 (all with 11x17 plans and enclosures)P:\AutoCADD Projects\2012\12132\3-Permitting\1-Local Applications\1-Sketch\Belair Cover Letter.doc CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: December 11, 2013 SD_13_38_35 ThompsonSt_Logic Supply_sketch Application received: November 15, 2013 35 THOMPSON STREET SKETCH PLAN APPLICATION #SD-13-38 Agenda # 5 Applicant/Owner Greenfield Capital, LLC 35 Thompson Street South Burlington, VT 05403 Meeting Date: January 7. 2014 Engineer/Contact Property Information Dave Marshall, P.E. Tax Parcel ID 1715-00035 Civil Engineering Associates Hinesburg Road North View Protection overlay District 10 Mansfield View Lane Airport Approach Cone South Burlington, VT 05403 3.22 acres Location Map PROJECT DESCRIPTION Sketch plan application of Greenfield Capital, LLC to amend a previously approved 14,878 sq ft light manufacturing facility. The amendment consists of constructing a 25,840 sq ft addition, 35 Thompson St. CITY OF SOUTH BURLING l"ON DEVELOPMENT REVIEW BOARD 2 DEPARTMENT OF PLANNING & ZONING D_13_38_35 Thompson Street —Greenfield Capital, LLCsketch Greenfield Capital LLC, hereafter referred to as the applicant, seeks sketch plan review for the proposed expansion of the building presently housing Logic Supply, a light manufacturing facility specializing in small computer systems embedded in other equipment or infrastructure. The existing building is 14,878 sq ft in size; proposed is a 25,840 sq ft addition to that building, architectural upgrades, and associated site changes, all at 35 Thompson Street. COMMENTS Administrative Officer Ray Belair and Planner Temporary Assignment Lee Krohn, AICP, referred to herein as Staff, have reviewed the plans submitted on December 11, 2013 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Required Existing Proposed Min. Lot Size 3 acres J 3.22 acres 3.22 acres Max. Density n/a n/a n/a Max. Building Coverage 30% 5.35% 16 Max. Overall Coverage 50% 23.3% 50 % Min. Front Setback 50 ft. 120' Thompson St., 100' Meadowland Dr. 50'+ Min. Side Setback 35 ft. 165' 140' Min. Rear Setback 50 ft. Corner lot — N/A 50' ** Max. Building Height 35 ft. 34 ft. 35 ft. Front Yard Coverage 30% 11.5% 11.5%, 5.1%* zoning compliance n/a no residential units proposed *11.5% on Thompson Street, 5.1%on Meadowland Drive **Although building height is no greater than permitted, further detail is needed to ensure compliance with the Hinesburg Road -North Scenic View Protection Overlay District requirements. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. CITY OF SOUTH BURLINv I)ON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD_13_38_35 Thompson Street —Greenfield Capital, LLCsketch Water will be provided by the existing 8" main from Meadowland Drive which presently serves the building and fire hydrant. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The project will be served by the existing 6" PVC service line connected to the gravity sewer main on Thompson Street. The applicant must obtain a final wastewater allocation prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The proposed project must adhere to standards for erosion control in Section 16.03 of the LDRs. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the LDRs. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The applicant seeks a second curb cut serving the property, to be located on Meadowland Drive. Along with proposed architectural improvements to the building, the purpose is to create an enhanced approach to the building for clients and visitors. This additional curb cut had been prohibited in a prior permit proceeding, when Meadowland Drive was contemplated to become a through road to South Brownell Road in Williston. For various reasons, including those cited in the applicant's engineer's narrative (included in packet), the likelihood of this existing dead end street becoming a through road is rather slim. While one must be cautious when considering 'undoing' a former permit condition or prohibition such as this that was important in a prior approval, it makes sense to consider it when the underlying need, reason, or premise no longer exists. Given the circumstances here, in this case, Staff believes this a reasonable request. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The subject property does not appear to contain any wetlands. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 6.04(A) of the Land Development Regulations, the Industrial -Open Space 10 District is established to provide suitable locations for high -quality, large -lot office, light industrial and research uses in areas of the City with access to major arterial routes and Burlington International Airport. The 10 District regulations and standards are intended to allow high -quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for i CITY OF SOUTH BURLING rON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD_13_38_35 Thompson Street —Greenfield Capital, LLCsketch employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. Staff believes the proposed project conforms with the stated purpose of the 10 District Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The plan proposes greenspace along the westerly and northerly boundaries adjacent to similar greenspace on the adjacent properties. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The Fire Chief will review this proposal prior to preliminary plat review. Roads, recreation paths, storm water facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The subdivision plans for the entire Meadowland Business Park show details on street utilities, lighting, and stormwater management. These have been approved by the City Engineer, so they are acceptable for the proposed project. 3. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The subdivision plans for the entire Meadowland Business Park show details on street utilities, lighting, and stormwater management. These have been approved by the City Engineer, so they are acceptable for the proposed project. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff believes the proposed development of this property conforms with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval Section 14.06 establishes the following general review standards for all site plan applications: CITY OF SOUTH BURLINU rON 5 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING SD_13_38_35 Thompson Street —Greenfield Capital, LLCsketch The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. This project is different than many others. Rather than seeking a waiver of otherwise required parking, this applicant seeks to construct more parking than required in the LDRs, based on their belief as to what is needed to reasonably and functionally serve their business. The applicant acknowledges that this proposal takes the property to the 50% maximum overall site coverage permitted in this 10 zoning district, and proposes a stormwater management plan that is sized accordingly. Any subsequent approval should note for the record that maximum site coverage has been reached under the present LDRs. That said, the application notes that possible future, yet additional building expansion has been considered in this proposed site design, so that this could be accommodated within the 50% coverage limit (presumably, by building on present or proposed parking areas). Further, and according to the applicant, the State stormwater permit also limits lot coverage to 50%. Section 13.01(G) (5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is depicted on the plan. Chapter 14.06 of the South Burlington Land Development Regulations states the following: Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; The parking area will serve a single or two family home; The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re- used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of building(s) at the building line shall not exceed one half of the width of all building(s) located at the building line. Parking approved pursuant to 14.06(B)(2)(b) shall be exempt from this subsection. :' rt. For through lots, parking shall be located.to the side of the building(s) or to the CITY OF SOUTH BURLING SON 6 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING SD_13_38_35 Thompson Street —Greenfield Capital, LLCsketch front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side of the building(s),or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. Most of the parking areas are located to the side and rear of the building. However, there are two parking spaces at the 'front' corner of the property along Meadowland Drive that either require a waiver from the DRB or must be removed from the site plan. The Board has the authority to allow such front yard parking for the handicapped spaces, but not for the standard spaces across the parking aisle from those. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. This criterion is met. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. This criterion is met. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. A future access area is proposed to be reserved to the property to the west in the event that that adjacent lot is developed, and the Board finds it necessary to have connections between the two properties. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. CITY OF SOUTH BURLINU rON DEVELOPMENT REVIEW BOARD 7 DEPARTMENT OF PLANNING & ZONING SD_13_38_35 Thompson Street —Greenfield Capital, LLCsketch Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). A screened dumpster is shown on the plan. Landscaping and Screening Requirements Limited details are provided. Several trees located within or the new, proposed driveway would either have to be removed, moved, or have significant protection provided during construction. It is likely that most of the spruces can stay; and at least one of the oaks will have to be moved or replaced in order to survive construction and subsequent snowplowing and site maintenance. A landscape plan and schedule, with costs, must be included as a part of a complete submittal for preliminary plat review. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage areas must be specified and located in an area that will minimize the potential for run-off. No snow storage areas are proposed. This must be shown on the site plan for preliminary plat review. View Protection Zone This property is located within the Airport Approach Cone and the Hinesburg Road -North Scenic View Protection Overlay District, and is thus subject to Section 10.03(H) of the LDRs. Specifically, no part of any structure within the zone shall exceed an elevation of 393.5 feet above mean sea level, plus 5.8 feet for each 1000 feet that said part of said structure is horizontally distant from the Hinesburg Road -North View Protection Zone Base Line shown on the Scenic View Protection Overlay District Map. By way of example from the adjoining Super -Temp property, based on the location of that building and its distance from the Base Line, the maximum allowable elevation there is 413.5 feet above sea level. Although the proposed building height for Logic Supply will comply with the 35-foot maximum and no waiver for roof mounted equipment is proposed, a similar calculation must be provided here on the elevation of the building related to mean sea level. This information is required as part of a complete submittal for preliminary plat review. Other The new proposed curb cut and other relevant matters should be reviewed by the Department of Public Works prior to preliminary plat review. The "existing sign" and associated notations must be removed from all future plans. CITY OF SOUTH BURLING 1-ON DEVELOPMENT REVIEW BOARD Recommendation: 8 DEPARTMENT OF PLANNING & ZONING 1_13_38_35 Thompson Street —Greenfield Capital, LLCsketch Presuming affirmative feedback and agreement between applicant and the Board on the matters noted above, it appears that this application is ready to move forward (in more complete fashion) to preliminary plat review. Respectfully submitted, Raymond Belair, Administrative Officer ok"816, 1 -leg no southburtingt, n PLANNING & ZONING Permit Number SD - (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW Preliminary/Final PUD Being Requested? ❑ Yes X No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) Greenfield Capital LLC 35 Thompson Street South Burlington, VT 05403 Phone 861-2300 Fax 660-2898 Email: lisa.groeneveld@logicsupply.com 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 770 Page 253 3. APPLICANT (Name, mailing address, phone and fax Greenfield Capital LLC 35 Thompson Street South Burlington, VT 05403 Phone 861-2300 Fax 660-2898 Email: lisa.groeneveld@logicsupply.com 4. CONTACT PERSON (Name, mailing address, phone and fax David S. Marshall Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Contact email address:_dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS:-35 Thompson Street 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1715-00035 Subdivision Application Form. Rev. 12-2011 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Expansion of existing light manufacturing facility (25,840 SF new added to existing 14,878 SF). b. Existing Uses on Property (including description and size of each separate use): 14,878 SF light manufacturing facility. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Light manufacturing facility with accessory cafeteria service on property. d. Total building square footage on property (proposed buildings and existing buildings to remain): 14,878 SF e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 35 feet, 2 floors f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees (existing and proposed, note office versus non -office employees): 45 (existing) 78 Proposed conditions) h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Applicant seeks permission to create curb cut on Meadowland Drive to facilitate proposed reconfiguration of the building and improve circulation. Hinesburg Road North VPZ and approach cone i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 3.22 Acres b. Building Coverage: Existing: 7,500 square feet: 5.4 % Proposed: 20,995 square feet 15.0 % c. Overall Coverage (building, parking, outside storage, etc): Existing: 32,648 square feet: 23.3 % Proposed: 69,989 square feet 49.9 % Subdivision Application Form. Rev. 12-2011 d. Front Yard Coverage(s) (commercial projects only): Thompson Street Existing: 900 square feet: 8.2 % Proposed: 900 square feet: &2 % Meadowland Drive Existing: 0 square feet: 0 % Proposed: 1,028 square feet: 8.3 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes X No (Not in the area of the proposed boundary adjustment) b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria)_ 10. AREA DISTURBED DURING CONSTRUCTION: 76,500 SF 11. COST ESTIMATES a. Building (including interior renovations): $ 2,000,000 b. Landscaping: $ 27,500 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Parking Lots and utilities 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): b. A.M. Peak hour for entire property (in and out): c. P.M. Peak hour for entire property (In and out): 13. PEAK HOURS OF OPERATION: 8 to 9 Am and 5 to 6 PM 14. PEAK DAYS OF OPERATION: Monday through Friday 3 Subdivision Application Form. Rev. 12-2011 15. ESTIMATED PROJECT COMPLETION DATE: Fall, 2014 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT Z ,r--,& cs oeA&k v le ) Ci SIGNATURE OF PROPERTY OWNER PRINT NAME e (a► d( (r rot,4eio d OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Complete Incomplete Administrative Officer Date PRINT NAME The applicant orpermittee retains the obligation to identify, applyfor, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Subdivision Application Form. Rev. 12-2011 Abutters list Greenfield Capital, LLC 35 Thompson Street 39 BOWDOIN STREET NORTHEAST TERRITORIES INC 65 BOWDOIN STREET GPT PROPERTIES TRUST 284 MEADOWLAND DR SBRC PROPERTIES LLC 317 MEADOWLAND DR GRANDVIEW FARM INC 472 MEADOWLAND DR O'BRIEN MEADOWLANDS LLC 73 THOMPSON ST THE ROCK OF GREATER BURLINGTON, INC 20 SOUTH CREST DR BURLINGTON 9 GALEN ST SUITE 240 WATERTOWN 85 SHUNPIKE RD WILLISTON P 0 BOX 1304 BURLINGTON P 0 BOX 2184 S BURLINGTON P 0 BOX 464 MILTON VT 054010257-00039 MA 02472 0257-00065 VT 054951155-00284 VT 05402-1304 1155-00317 VT 054071155-0047 VT 05468 W m MEADOWLAND DRIVE LOT COVERAGE o " ¢ Q C' N II O N Total Lot Area = 140,111.48 s.f. Z r Bldg. Coverage (Existing) = 7,500 s.f. (5.35%) a O Lot Coverage (Existing) = 32,647.69 s.f. (23.3%) Z Z U ti Bldg. Coverage (Proposed) = 20,995 s.f. (15.3%) E" W O Lot Coverage (Proposed) = 69,969 s.f. (49.9%) (50% max.) U P4 A V) Proposed Parking Gross Area = 31,260.10 s.f. (Shaded Area)cc I ZQ Proposed Parking Green Space Req'd. = 31,26.00 s.f. (10.2 %) (10%min. Q � req'd) (Cross Hatched Areas) (Area'A' = 313.27 s.f.) '� (Area 'A1' = 264.63 s.Q Z 2 (Area'B' = 1221.39 s.f.) Q j O _ (Area 'C' = 407,00 s f_) '(Area'D' = 809.92 s f.) Q- X m0 (j (Area'E'=250.98s.f.) CL Lu 2 (Area'F' = 362.52 s.f.) • ToLU tal Green Area (Provided =3 607 s.f f) O m U C Q PARKING SPACES 0 l p East Lot = 29 spaces Q Cn North Lot = 37 spaces c O I West Lot = 33 spaces Total = 99 spaces r HANDICAP SPACES I 4 Required � 4 Provided Z � I W o om `" I RS" IL 2 0 +c � W � N b I m V Or i� C «r e V LOGIC SUPPLY PHASE 11 EXPANSION Wagner Hodgson Landscape Architecture Estimate of Landscape Costs 01.28.14 Item Size Quantity Unit Unit Cost Unit Total PROPOSED PLANT MATERIAL Acer saccharum / Sugar Maple 4"-4.S" caliper 5 EA $1,500.00 $7,500.00 Gleditsia triacanthos var. 'inennis' / Honeylocust 5"-5.5" caliper 6 EA $2,400.00 $14,400.00 Deschampsia cespitosa/ Tussock Grass Miscanthus sinensis'Adagio% Dwarf Maiden Grass NOTES: These prices include materials, warranty, and installation costs. Estimate does not include cost of transplanting (1 1) existing trees. I gallon 70 EA $22.00 $1,540.00 1 gallon 185 EA $22.00 $4,070.00 Total Cost $27,510.00 1 1 /28/2014 I Ordering type rev ns.25.20)r,BEWRON Ordering Code: Job Name: Notes: VIPER 141/4" (LGVIPER) 29118" (LG VIPER) -- 24 3/16" Ili VIPER) -- --- Accepts 2 3/8" OD tenon, min 4" long. 0 0 It weight: 25lbs epa: 1 W I weight: 15lbs epa: 0.67 ftz ORDERING EXAMPLE: VP-L / 96NB-280 / T5R /UNV /PEC /SF2 / BB VP-S (small),! 22NB-50 T2 type u 22NB-70 T3 type III 30NB-70 T4 type Iv 30N6-90 T5R rectangular VP-L (large,' 64NB-135 T5SW type V, wide square i 64NB-190 T5SM type V med. square 80NB-180 T5W type V wide round 80NB-235 96NB-220 :96NB-280 UNV 120 2 i 7 PEC photocell SF2 2-3/8" OD slip -titter BB black 347 2PF dual power feed PK2 2-3/8" adjustable knuckle BZ bronze 480 standard electrical options RA rectangular arm BW white 12VDC" LifeShield'" thermal overload protection USA upswept arm BG green Surge protection WB wall bracket BY gray MB metallic bronze MT metallic titanium PAL OTHER Contact factory for 12VDC - i � RECTANGULAR ARM 4\ 2" SLIPFITTER side view rear view side view rearview -- — _ BEACON Products 2041 58th Avenue Circle East Bradenton, FL 34203 1 Phone: (800) 345-4928 1 Fax: (941) 751-5536 1 www.beaconproducts.com %—I J VIPER Specification rev DB.25.2012 i GENERAL: The Beacon Viper luminaire is available in two sizes with a wide ACCESSIBILITY: Although the Viper luminaire is designed to operate for choice of different LED wattage configurations and optical distributions de- many years without maintenance, accessibility is a key component in its t( J signed to replace HID lighting up to 1000W MH or HPS and with 5 different design. The Drivers are mounted on a removable door that is secured with mounting options for application in a wide variety of new and existing Instal- keyslotted screws and hinges down for convenient access. The drivers are lations. Luminaires are suitable for wet locations. field replaceable using quick disconnects. BEZEL OPTICAL SYSTEM: Each Viper luminaire is supplied with an one piece optical cartridge system consisting of an LED engine, LED lamps, optics, gasket and stainless steel bezel. The cartridge is held together with internal brass standoffs soldered to the board so that it can be field re- placed as a one piece optical system. Two-piece silicone and microcel- lular polyurethane foam gasket ensures a weather-proof seal around each individual LED. The optical cartridge is secured to the die cast housing with fasteners. The optics are held in place without the use of adhesives. The cartridge assem- bly is available in various lighting distributions using TIR designed acrylic optical lenses over each LED. LIFESHIELDTM CIRCUIT: Thermal circuit shall protect the luminaire from excessive temperature by interfacing with the 0-10V dimmable drivers to reduce drive current as necessary. The factory -preset temperature limits shall be designed to ensure maximum hours of operation to assure L70 rated lumen maintenance. The device shall activate at a specific, factory - preset temperature, and progressively reduce power over a finite tempera- ture range. A luminaire equipped with the device may be reliably operated in any ambi- ent temperature up to 550C (131°F). The thermal circuit will allow higher maximum wattages than would be permissible on an unregulated luminaire (if some variation in light output is permissible), without risk of premature LED failure or lumen depreciation. Operation shall be smooth and unde- tectable to the eye. Thermal circuit shall directly measure the temperature at the LED solder point, Thermal circuit shall consist of surface mounted components mounted on the LED engine (printed circuit board). For maxi- mum simplicity and reliability, the device shall have no dedicated enclosure, circuit board, wiring harness, gaskets, or hardware. Device shall have no moving parts, and shall operate entirely at low voltage. The device shall be located in an area of the luminaire that is protected from the elements, Thermal circuit shall be designed to "fail on", allowing the luminalre to revert to full power in the event of an interruption of its power supply, or faulty wir- ing connection to the drivers. Device shall be able to co -exist with other 0-10V control devices (occu- pancy sensors, external dimmers, etc.). The device will effectively control the solder point temperature as needed; otherwise it will allow the other control device(s) to function unimpeded. PRINTED CIRCUIT BOARD (PCB): Aluminum thermal clad board with D.062" thick aluminum base layer, thermally conductive dielectric layer, 0.0014" thick copper circuit layer circuit layer designed with copper pours to minimize thermal impedance across dielectric. Board will be mounted to the heat sink using minimum 12 #4-40 screws to ensure contact with ther- mal pad and heat sink, Use of thermal grease will not be allowed. HOUSING AND LED THERMAL MANAGEMENT., The Viper' monolithic lousing design creates over 4.5 square feet (small Viper) or 7.7 square `eet (large Viper) of heat -sinking surface area, Vertical fins, combined with tow-thru openings prevent sediment and moisture buildup on critical heat Sinking surfaces without the need for grates, screens or other debris con- rol tactics. The Viper housing, electrical compartment and fitter are made rom die cast aluminum that is pre-treated and powder -coated to meet the nost rugged industry standards. The finish is corrosion resistant to meet kSTMB-117, resists cracking or loss of adhesion per ASTM D522, resists >urface impacts of up to 160 inch -pound. All external hardware is corro- sion resistant. The housing serves as a heat -sink for the LED bezel with a separate compartment for the drivers. ELECTRICAL ASSEMBLY: The fixture electrical compartment shall con- tain all LED driver components and shall be provided with a push-button terminal block for AC power connections. The housing is designed for an optional twist lock photo control receptacle. BEACON Products DRIVERS: Luminaires are equipped with an LED driver that accepts 100V through 277V, 50 Hz to 60 Hz (UNIV), or a driver that accepts 347V or 480V input. Power factor is .92 at full load. All electrical components are rated at 50,000 hours at full bad and 25°C ambient conditions per MIL- 217F Notice 2. Dimming drivers are standard, with connections for external dim- ming equipment available upon request. Component -to -component wiring within the luminaire may carry no more than 80% of rated load and is listed by UL for use at 600VAC at 50°C or higher. Plug disconnects are listed by UL for use at 600 VAC, 13A or higher. 13A rating applies to primary (AC) side only. SURGE PROTECTOR: The onboard surge protector shall be a UL recog- nized component for the United States and Canada and have a surge cur- rent rating of 20,000 Amps using the industry standard 8/20 pSec wave. The LSP shall have a clamping voltage of 925V and surge rating of 540J. The case shall be a high -temperature, flame resistant plastic enclosure, FASTENERS: All fasteners shall be stainless steel. When tamper resistant fasteners are required, spanner HD (snake eye) style shall be provided (spe- cial tool required, consult factory). AGENCY CERTIFICATION: The luminaire shall bear a GSA label and be marked suitable for wet locations. WARRANTY. Beacon luminaires feature a 5 year limited warranty. Beacon LED luminaires with LED arrays feature a 5 year limited warranty covering the LED arrays. LED drivers are covered by a 5 year limited warranty. PIR sensors carry a 5 year limited warranty from the sensor manufacturer. See Warranty Information on www.beaconproducts.com complete details and exclusions. Power/Lumens & Distrubutions vP-s VP-S-22NB 50 4700.5300 93.103 60,000 215.000 VP-S-22N6 70 5780-6540 82.93 60.000 215,000 VP-S-30NB 70 8408-7250 91-103 60,000 215,000 VP-8-30NB 90 7700-8717 85.97 60,000 215,000 VP-L VP-L-6414e 135 12600.13900 93.103 60,000 216,000 VP-L-64NB 190 16500-18000 86-95 60,000 215,000 VP-L-80NB 180 17000-19000 93-103 60.000 215,000 VP-L-80N8 235 20000-22500 86.95 60,000 215.000 VP-L-96NB 220 20600-22460 93-103 60.000 215,000 VP-L-96NB 280 24700-27000 88-96 60.000 215,000 TM21 Is the framework for taking LM-80 data and making useful LED lifetime projections. Reported and calculated lifetimes shown are based on hours at the time of this printing. For current Reported and Calculated hours please contact factory of Beacon's web site. 2041 58th Avenue Circle East Bradenton, FL 34203 1 Phone: (800) 345-4928 1 Fax: (941) 761-5535 1 www.beaconproducts,com C The compact Laredo LED LNC2 is designed for perimeter illumination for safety, secu- rity and identity. Slightly larger than the LNC, the Laredo LNC2 has greater Lumens and increased performance. The LNC2 achieves up to 85% energy savings over traditional metal halide. This compact fix- ture has no uptight and is neighbor friendly with typical mounting height up to 15 feet and 60ft fixture spacing (without acrylic diffuser) and 4011 spacing with acrylic diffuser installed. Fixtures have protective polyester finish in four color choices. ORDERING INFORMATION LNC2 APPLICATIONS Zero uptight, IDA compliant entry/perim- eter Lighting. Listed to UL1598 for use in wet locations. Features long -life (60,OOOhr L96 rated), high CRI, 3000K, 4200K, and 5100K LEDs. Single SKU designed for both recessed box or surface conduit wiring, includes quick -mount adapter for ease of installation. DesignLights Consortium (OLC) qualified. Acrylic diffuser softens high angle output for use at entrances or pedestrian pathways. • IES Progress Award Winner - 2013 i NUMBER OF LEDS/SOURCE/VOLTAGE LNC2 Laredo 12LU 12 LEDs, Universal LNC2 voltage 120-277V 18LU' 18 LEDs, Universal voltage 120-277V 3K 3000K nominal 3 Type III 80 CRI 4 Type IV 4K 4200K nominal 70 CRI 5K 5100K nominal 67 CRI AMx Amber (590 um available for "Turtle Friend- ly"/observatory applications, 350mA; consult factory 1 When PC is ordered, input must match PC voltage 2 Amber LEDs only available on 18LU configurations, 350 mA only. Universal Voltage 120V-277V PERFORMANCE INFORMATION LNC2-12LU-5K-3-1 f �}' LNC2-18LU-5K-3-1 DIMENSIONS Compact LED Wallpack I��u�Ess LNC2-18LU Co. c—us rr 1 Bronze PC(X)r Button photo- 2 Black control, replace X with voltage, 3 Gray specify 1-120V, 4 White 2-208V, 3-240V, 4-277V 5 Platinum T 1 _ 150w4 150w+ 2x42w+ 3,311 42.3 78 Up to 15 ft. 5100K A— --- - c A B C D Weight 0 1 6.25" 1.6" 10.25" 5.6" 7.0 lbs. L 158.7 mm 40.2 mm 260.4 mm 142.2 mm 3.2 kg 120-277V ,f 2@700mA �;,ueBE HUBBELL `uu Outdoor Lighting 117 Hign rerrvrnia11c.c LCV J4_UM-1C FEATURES • Normally -on sconce for indoor/outdoor architectural applications • Compatible with remote DC input for emergency operation on same circuit Sturdy, ADA compliant, vandal -resistant, die-cast aluminum construction Four long -life, 4000K, high -output LEDs configured in redundant pairs Wide area illumination pattern with no heads to aim Dark sky compliant with use of supplied full cutoff shield Temperature range: -300C to 500C (-221Fto 122°F) • UL 924 Wet location Listed U.S. Patent No. D627,916. ORDERING INFORMATION PGN � l rr PGN W White Z Dark Bronze P Platinum Silver B Black POWER CONSUMPTION ELECTRONICS ■■ r • 120/277 60 Hz VAC operation • Compatible with switched circuits 120 VAC 17 Watts 6 VDC 12 Watts Transformer isolation, surge, and transient protection 277 VAC 17 Watts 12 VDC 12.5 Watts Short circuit protection Power factor, average:.80 (lagging) SINGLE UNIT COVERAGE Mounting Height: 9' Outdoor Reflectance: 0/30/10 Indoor Reflectance: 80/50/20 D MULTIPLE UNIT SPACING Mounting Height: 9' Illuminated Path Depth: 6' Outdoor Reflectance: 0/30/10 Indoor Reflectance: 80/50/20 i Dt Egress �— W INDOOR OUTDOOR INDOOR OUTDOOR 1 FC Average (W x D) 35' X 10' 29' X 10' 1 FC Average �'� 37 1 FC Minimum (W x D) t ]' X 10, 10, X 10' I FC Minimum rC �� 3 DUAL SITE 933 Lamoureux bt Dickinson Engineers Surveyors Planners Wetland & Soil Scientists January 9, 2014 David S. Marshall, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 RE: Traffic Impact Analysis - Logic Supply 35 Thompson St, Meadowland Business Park Dear David, As requested, we have performed a traffic impact analysis of Logic Supply's proposed building expansion. Logic Supply is a light manufacturer of computer processing equipment, and is located on Lot 10 (35 Thompson Street) of the Meadowland Business Park. Meadowland Business Park accesses onto Hinesburg Road (VT Route 116) approximately''/i mile south of the 1-89 overpass. This project proposes a 25,840 sf addition to the existing 14,878 sf building. The results of the requested analyses are presented in the following sections. Backparound Traffic Volumes Background traffic volumes were obtained from turning movement counts performed at the intersection of Hinesburg Road and Meadowland Drive by this office in February 2012. A copy of that count is included in Appendix A. Accepted engineering practice is to analyze future traffic conditions using what is called the design hour volume or DHV. The DHV is defined as the 30`h highest hour of traffic volumes occurring on an annual basis. In South Burlington, weekday traffic volumes are typically higher during the PM peak hour; thus the DHV typically occurs during that time period. Observed PM peak hour volumes were adjusted to DHV's by utilizing traffic data from VTrans Continuous Traffic Counter D061 located on US Route 2 in Williston; that being the continuous traffic counter located on a similar highway closest to this Project. That data resulted in the observed peak hour turning movements being increased by 18% to calculate design hour volumes. The estimated design hour volumes were also adjusted to a future design year of 2019. Typically this is done using growth factors calculated by VTrans. With the most recent projections by VTrans forecasting a -4% growth rate on urban highways over the 2012-2032 20-year period, a zero background growth rate has been used for the purpose of this study. 14 Morse Drive, Essex Junction, VT 05452 802.878.4450 www.LDengineering.com ♦ Innovative Solutions ♦ Quality Service David S. Marshall, P.E. January 9, 2014 Page 2 There are also several other nearby development projects. On the west side of Hinesburg Road directly opposite Meadowland Drive will be located a proposed mixed -use commercial/residential development (Rye Associates). Also proposed are a manufacturing building on Lot 6 (Super -Temp) plus office/general light industrial building on Lot 5 (Northeast Territories); both located on Bowdoin St in the Meadowland Business Park. This office recently prepared traffic impact assessments for both projects. Although these projects are still being designed and permitted, their estimated peak hour volumes have been added to the background traffic volumes calculated above. The resulting "No -Build" design hour volumes are shown in Figure 1. Hinesburg Rd (VT 116) 27 584 31 N Rye 30 K 2033 Meadowland Street D 11 y ic 61 Dr R 9 287 9 Hinesburg Rd (VT 116) Figure 1 - 2019 No -Build DHV Project -Generated Trips The trip generation of this Project was estimated using trip generation rates from land -use category #140 - Manufacturing published by the Institute of Transportation Engineers (ITE). The estimated weekday peak hour trip generation is shown in Table 1. Table 1 - Weekday Peak Hour Trips (vte/hr) AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Proposed (40,718 sf) 23 7 30 11 19 30 Existing (14,878 sf) 9 2 11 4 7 11 New Trips 14 1 5 1 21 1 7[12 1 19 The directional patterns of new project -generated peak hour trips were developed using existing peak hour traffic patterns entering and exiting the Meadowland Business Park at Hinesburg Road. Weekday pm peak hour project -generated trips are shown in Figure 2. The resulting "Build" design hour volumes are shown in Figure 3. David S. Marshall, P.E. January 9, 2014 Page 3 Hinesburg Rd (VT 116) 0 111 le 0 Rye a Street D 0 40 V 70 0 0 5 N y y T R 9 E 0 Meadowland le 3 Dr 0 T 10 2 Hinesburg Rd (VT 116) Figure 2 - Project Weekday PM Peak Hour Trips Hinesburg Rd (VT 116) 27 Rye 32 M Street D 0 4 11 ]1 9 9 584 36 N 40 y T R 212 E 0 Meadowland V 64 Dr T T 287 11 Hinesburg Rd (VT 116) Figure 3 - 2019 Build DHV Traffic Congestion Levels of service (LOS) at intersections are determined by the average control delay; measured in seconds per vehicle. The methodology for analyzing LOS is established by the Highway Capacity Manual (HCM)'. At two-way stop control (TWSC) intersections, the overall intersection LOS rating is determined primarily by the delays experienced on the minor street approach(s). Table 2 details the LOS criteria for unsignalized intersections. Highway Capacity Manual, Transportation Research Board, 2010 David S. Marshall, P.E. January 9, 2014 Page 4 Table 2 - Unsignalized Intersection LOS Criteria LOS Avg. Delay LOS Avg. Delay A s10 D s35 B s15 E s50 C !M F >50 It should be noted that TWSC intersections located on high -volume major roadways often experience long delays on the side street left -turn and through movement(s). This is because those movements have the lowest priority, and must yield to the major street traffic (which in turn essentially experiences little or no delay). VTrans' level of service policy at TWSC intersections is to maintain a minimum of LOS D on the side street approach(s). Additionally, the same level of service policy does not set a minimum LOS standard at TWSC intersections having very low side street approach volumes (e.g. driveways). This Project's impact on future levels of service and average delays was analyzed by performing both No -Build and Build capacity analyses, and by comparing the incremental differences between those two analyses. Table 3 presents the results of the intersection capacity analyses. The letter denotes the level of service, and the following number in parentheses represents the corresponding average delay in seconds per vehicle. Detailed capacity analysis output sheets are also included in Appendix B. Table 3 - Hinesburg Rd/Meadowland Dr/Rve Street D Intersection Capacity Analyses Results Approach 2018 PM Peak Hour (DHV) No -Build Build Hinesburg Rd NB LT A (9) A (9) Hinesburg Rd SB LT A (8) A (8) Meadowland Dr WB LT/TH D (28) D (29) Meadowland Dr WB RT B (12) B (12) Rye Street D EB All D (32) D (34) The above results show that acceptable levels of service will be maintained with this Project. The peak hour volume warrant for signalizing the VT 116/Meadowland Drive intersection was also examined using the proposed 2019 Build traffic volumes. In examining this warrant, right -turns exiting Meadowland Drive were excluded from the minor street approach volume as that movement has an exclusive right -turn lane and experiences low delays. The results of the peak hour warrant examination are shown in Figure 4 on the following page, and show that this warrant remains unsatisfied by future peak hour volumes. David S. Marshall, P.E. January 9, 2014 Page 5 Figure 4 - Peak Hour Warrant for Signalization Figure 4C-4. Warrant 3, Peak Hour (70% Factor) (COMMUNITY LESSTHAN 10,000 POPULATION OR ABOVE 40 MPH ON MAJOR STREET) 400 MINOR STREET 300 HIGHER - VOLUME APPROACH - 200 VPHME MEN 100 100' 75G,! NEEME U-N-MI 300 400 500 500 700 600 9004'g1000 1100 1200 1300 MAJOR STREET —TOTAL OF BOTH APPROACHES — VEHICLES PER HOUR (VPH) 'Note: 100 vph applies as the lower threshold volume for a minor -street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor -street approach with one lane. Traffic Safety The posted speed limit on Hinesburg Road in the immediate vicinity of this Project is 40 mph. Existing available intersection sight distances at both intersections well exceed the AASHTO recommended intersection sight distance of 445 ft for that posted speed limit. The VTrans 2006-2010 High Crash Location Report does not identify any nearby intersections or highway segments as being high crash locations. Additionally, adjacent roadways and intersections in the immediate vicinity of this Project do not have any inherent deficiencies that would create unsafe traffic conditions. Multi -Modal Connections This Project will connect to existing sidewalks and paths previously constructed along Meadowland Drive and Thompson Street in the Meadowland Business Park. Conclusion We conclude, based on results of the above analyses, that this Project will not create adverse traffic congestion or unsafe conditions on adjacent roads and intersections. David S. Marshall, P.E. January 9, 2014 Page 6 We thank you for this opportunity to be of assistance. Should you have any questions concerning the above or if additional information is desired, please feel free to contact us. Sincerely, Rog Dickinson, P.E., PTOE P:\2013\13122\trafrpt letter.wpd Appendix A Hinesburg Road / Meadowland Drive Turning Movement Count I bioureux & 1hclunson j 14 Morse Drive leather: Clear, 30-40 degrees F Essex, VT 05452 File Name : Meadowland Dr AM Count ounted By: Gail & Jody Site Code : 12012 `ion: VT 116/Meadowland Drive Start Date : 2/22/2012 I_,Jct Number: 12012 Page No : 1 Grnunn Printed- Passenger Vehicles - Heaw Trucks & Buses VT 116 Meadowland Drive VT 116 Southbound Westbound Northbound Start Time Left'F----T-h-r-u-1 App. Total Left I Right I App. Total Thru I Right I App. Total Int. Total 06:00 AM 18 12 30 _ 1 3 4 45 14 59 93 06:15 AM 20 14 34 1 6 7 54 16 70 111 06:30 AM 33 15 48 1 4 5 74 15 89 142 06:45 AM 1 44 16 60 2 7 91 76 14 901 159 Total 1 115 _ 57 172 5 20 251 249 59 3081 505 07:00 AM 22 23 45 6 21 27 93 8 101 173 07:15AM 23 ..----_.__._32... 55....._.._. ..2... 7 _.. _.__.. _9.._..._.._ 19�..._._...........1.7...._ _........__.123 187 07:30 AM ` 25 31 56 1 7 8 153 8 161 25 07:45 AM 48 _ 44 92 _ 2 2 4 167 12 179 275 Total 118 130 248 11 37 48 519 45 564 860 08:00 AM 30 43 73 0 . 3 3 143 9 152 228 08:15 AM 31 t3�1 37 �5� ... 68 .... _._....�_Jl _ ..._ ......1} �-e. 10_ _ 158 iO'i ;. 13}i�_...._..._171 _ _ _., 249 08:30 AM 21 41 lit 2 2 4 78 3 81 47 08:45 AM 14 _ 31 45 2 3 5 94 9 103 153 Total 96 152 2481 6 16 22 473 34 507 777 09:00 AM 9 26 35 1 6 7 64 4 68 110 09:15 AM 7 47 54 0 2 2 63 1 64 120 09:30 AM 5 39 44 2 4 6 65 0 65 115 09:45 AM 13 36 49 0 8 8 61 0 61 118 Total 24 148 182 3 20 23 253 5 258 463 10:00 AM 3 29 32 1 4 5 55 2 57 94 10:15 AM 7 30 37 2 3 5 65 2 67 109 10:30 AM 4 39 43 1 4 5 53 0 53 101 10:45 AM 5 38 43 0 3 3 71 2 73 119 Total 19 136 155 4 14 18 244 6 250 423 11:00 AM 5 47 52 3 9 12 52 0 52 116 11:15 AM 5 43 48 5 5 10 56 2 58 116 11:30 AM 8 42 50 2 13 15 65 0 65 130 11:45 AM 6 40 46 0 20 20 57 0 57 123 Total 24 172 196 10 47 57 230 2 232 485 Grand Total 406 795 1201 39 154 193 1968 151 2119 3513 Apprch % 33.8 66.2 20.2 79.8 92.9 7.1 Total % _ 11.6 22.6 34.2 1.1 _ 4.4 _ 5.5 56 4.3 60.3 Passenger Vehicles 386 763 1149 32 132 164 1937 148 2085 3398 % Passen er Vehicles 95.1 _ 96 95.7 82.1 _ _85.7 _ 85 98.4 _ 98 _ 98.4 96.7 Heavy Trucks & Buses 20 32 52 7 22 29 31 3 34 115 % Heavy Trucks & Buses 4.9 4 4.3 17.9 14.3 15 1.6 2 1.6 3.3 leather: Clear, 30-40 degrees F ounted By: Gail & Jody #ion: VT 116/Meadowland Drive t _,jct Number: 12012 amoureux & Dickinson 14 Morse Drive Essex, VT 05452 File Name Site Code Start Date Page No Westbound :ak Hour Analysis From 06:00 AM to 11:45 AM -Peak 1 of 1 ?ak Hnur fnr Fnfira Intprser:finn RPoins at 07,30 AM : Meadowland Dr AM Count : 12012 2/22/2012 :3 Northbound 07:30 AM 25 31 56 1 7 8 153 8 161 225 07:45 AM 48 44 92 2 2 4 167 12 179 275 08:00 AM 30 43 73 0 3 3 143 9 152 228 08:15 AM 31 37 68 2 8 10 158 13 171 249 Total Volume 134 155 289 5 20 25 621 42 663 977 % App. Total 46.4 53.6 20 80 93.7 6.3 PHF _ 1 .698 .881 .785 .625 .625 .625 .930 .808 .926 .888 Out In Total 641 1 289 930 1551 134 Thru Left 1 L* Peak Hour Data th »o �� L Peak Hour Begins at 07:30 AM 3 Passenger Vehides r Heavy Trucks & Buses r Thru RI ht (-621T 42 E_ 160j !._-663 823 Out In Total )amoureux & Dickinson 14 Morse Drive Veather: Clear, 30-40 degrees F Essex, VT 05452 File Name : Meadowland Dr PM Count ,ounted By: Brian/Bill Site Code : 12012 ation: VT 116/Meadowland Dr Start Date : 2/21/2012 .. Aect Number: 12012 Page No : 1 Groups Printed- Passenger Vehicles -Heavy Vehicles 8 Buses _ Vr Route 116 Meadowland Drive VT Route 116 S_outhbound _ Westbound Northbound _ Start Time _ Left __ Thru _ App. Total _Left I Ri ttt_A�Total Thru _Right L AeP_Total Int. Total 12:00 PM 9 54 63 3 34 37. 48 3 51 151 12:15 PM 25 46 71 2 17 191 42 6 481 138 12:30 PM 14 36 50 3 18 - 21 I 41 2 - - 43 114 12:45 PM 20 52 72 _ 0 5 55 54 3 _ 57 i 134 Total I --- 68 - - 188 -- - 256 _ 8 74 --- -' 82 1 185 --- -14- 195 - 537 01:00 PM I 21 50 71 0 7 71 46 2 48 126 01:15 PM 19 45 64 1 6 7. 43 1 44 i 115 01:30 PM' 7 43 50 2 10 121 69 2 71 I 133 01:45 PM! 6 50 56 _ 2 5 71_- 36 _ _ _ 2 _ 381 101 Total 1 53 188 241 5 28 33 j 194 7 201 I 475 02:00 PM I 10 46 56 3 9 12 I 52 0 521 120 02:15 PM 16 68 84 1 12 13 56 2 58 155 02:30 PM 14 64 78 10 29 39 40 2 421 159 02:45 PM _ _ 11 - _ - 72 83 5 22 271 91 147 --� 6 - 249 159 I 593 Total 51 250 301 19 72 03:00 PM 8 59 67 5 32 37 66 1 671 171 03:15 PM 10 58 68 8 23 31 63 6 691 168 03:30 PM 10 75 85 6 39 45 50 1 51 181 03:45 PMI 10 _ 87 97 7 20 27 70 1 71 _ 195 Total 3B - 279 317 26 114 140, 249 9 258 . 715 04:00 PM 6 95 101 11 39 50 53 0 531 204 04:15 PM 4 81 85 7 16 23 56 1 57 ! 165 04:30 PM 4 120 124 13 60 73 54 1 551 252 04:45 PM 3 _ 110 113 3 26 _ 29 63 _ 3 _ 66 _ 208 Total, 17 406 423 34 141 175 226 5 231 829 05:00 PM 7 134 141 19 43 62 53 0 531 256 05:15 PM 4 123 127 8 16 24 63 1 641 215 05:30 PM 1 113 114 2 25 27 53 2 551 196 05:45 PM -_ _ 4 88 - _ 92 --_ _2 _ _ 17 -_ 19 _ 43 1 _ 44 j_ _ 155 Total. 16 458 474 31 101 132 212 4 y 216 1 822 Grand Total I 243 1769 2012 123 530 6531 1261 45 13061 3971 Apprch % 12.1 87.9 18.8 81.2 96.6 3.4 Total % 6.1 44.5 _ 50.7 3.1 _ 13.3 16.4 31.8 1.1 _ 32.9 ' - --{ - -- PassengerVehicles 219 - 1741 1960 122 510- 632 1215 41. - 1256I 3848 % Passenger Vehicles 90.1 98.4 97.4 99.2 96.2 96.8 96.4 91.1 96.2 9 L.6.9- - Heavy -- Vehicles 8 Buses ---- 24 - -•- 28 ----- 52 - 1 --- 20 ------ 21 -- 46 �-.-- 4 -_ _ ..-.---• 50 i 123 % Heavy vehicles & Buses 9.9 1.6 2.6 0.8 3.8 3.2 3.6 8.9 3.8 i 3.1 pmoureux & Mckinson Heather: Clear, 30-40 degrees F ,ounted By: Brian/Bill ition: VT 116/Meadowland Dr :pwject Number: 12012 14 Morse Drive Essex, VT 05452 File Name Site Code Start Date Page No : Meadowland Dr PM Count : 12012 2/21 /2012 :3 VT Route 116 Meadowland Drive VT Route 116 Southbound Westbound_ Northbound Start Time , Left Thru App. TOtal _ Left II Right App_Total Thru _�ht ;__Apt -r--- Totali_ Int. Total eak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 leak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM I 4 120 124 ; 13 60 73 54 1 551 252 04:45 PM i 3 110 1131 3 26 29 63 3 661 208 05:00 PM 7 134 141 I 19 43 62 53 0 531 256 05:15 PM 4 123 1271 8 16 24 63 _ 1 _ 64 1 — 215 Total Volume 18 487 5051 43• 145 188 233 5 238 931 _ % App. Total 96.4 --- ---"' 22.9 _ — 77.1 97.9 2.1 '—.417 _.._... _---902� PHF _—_ .643.6 909-- 895 925 909 VT Route 116 Out In Total --_ 37l83 605 83 I r-- 487 16 _ Thru Left ft 1 I i i I I I Peak Hour Data - a! ? i to � rii North I 'd tm -, C C o —! I I Peak Hour Begins at 04:30 PM ,� Passenger Vehicles -- � Heavy Vehleles & Buses IN I !I 1 j Thru RI ht r 33 5 L I _ i 530 (_ 2381 768 Out In Total Appendix B Hinesburg Road / Meadowland Drive Intersection Capacity Analyses Two -Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst R. Dickinson Intersection Agency/Co. Jurisdiction South Burlington Date Performed 111012014 Analysis Year 2018-No-Build Analysis Time Period PM DHV 9011 Project Description 13122 - Logic Supply East/West Street: Meadowland Dr/Street D North/South Street: VT Route 116 Intersection Orientation: North -South IStudy Period hrs): 1.00 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 9 287 9 31 584 27 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR veh/h 9 287 9 31 584 27 Percent Heavy Vehicles 0 - -- 5 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 1 1 1 0 Configuration LT R L TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 32 0 11 61 0 203 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR veh/h) 32 0 11 61 0 203 Percent Heavy Vehicles 0 0 0 5 0 5 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 1 ,Configuration LTR LT R Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT L LT R LTR v (veh/h) 9 31 61 203 43 C (m) (veh/h) 978 1248 219 745 174 v/c 0.01 0.02 0.28 0.27 0.25 95% queue length 0.03 0.08 1.14 1.12 0.97 Control Delay (s/veh) 8.7 8.0 2T8 11.6 32.4 LOS A A D B D Approach Delay (s/veh) - -- 15.4 32.4 [Approach LOS - -- C D Copyright © 2010 University of Florida, All Rights Reserved HCS+TKI Version 5.6 Generated: 1/10/2014 3:07 PM file:///C:/Users/Roger/AppData/Local/Temp/ti2k430D.tmp 1/10/2014 Two -Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information nal st R. Dickinson (Intersection agency/Co. Jurisdiction South Burlington 'Date Performed 111012014 Analysis Year 2019 Build nal sis Time Period M DHV Project Description 13122 - Logic Supply East/West Street: Meadowland Dr/Street D North/South Street: VT Route 116 Intersection Orientation: North -South IStudy Period hrs : 1.00 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume (veh/h) 9 287 11 36 584 27 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR veh/h 9 287 11 36 584 27 Percent Heavy Vehicles 0 -- -- 5 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 1 1 1 0 Configuration LT R L TR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 32 0 11 64 0 212 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR (veh/h) 32 0 11 64 0 212 Percent Heavy Vehicles 0 0 0 5 0 5 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 1 Configuration LTR LT R Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT L LT R LTR ✓ (veh/h) 9 36 64 212 43 C (m) (veh/h) 978 1246 214 745 167 lc 0.01 0.03 0.30 0.28 0.26 95% queue length 0.03 0.09 1.26 1.19 1.02 Control Delay (s/veh) 8.7 8.0 29.0 11.8 34.0 LOS A A D B D Approach Delay (s/veh) - - 15.7 34.0 Approach LOS -- -- C D Copyright © 2010 University of Florida, All Rights Reserved HCS+TM Version 5.6 Generated. 1/10/2014 3:07 PM file:///C:/Users/Roger/AppData/Local/Teinp/u2kD284.tmp 1 /10/2014 Logic Supply Expansion 35 Thompson Street Lot Coverage & Parking Summary Building & Lot Coverage 3.217 Acre Lot Size 7,500 GSF Existing Building Footprint 5.4% Existing Building Coverage 13,495 GSF Proposed Building Addition 20,995 GSF Proposed Building Footprint 15.0% Proposed Building Coverage 32,648 GSF Existing Lot Coverage 23.3% Existing Lot Coverage 69,989 GSF Proposed Lot Coverage 49.9% Proposed Lot Coverage Front Yard Green Space Coverage 11,036 SF Green Space Area along 30' of Thompson Street 900 SF of Lot Coverage within 30' wide band 8.2% Coverage of 30' Green Space Area 12,375 SF Green Space Area along 30' of Meadowland Drive 1,057 SF of Lot Coverage within 30' wide band 8.5% Coverage of 30' Green Space Area Parking Space Requirements Light Manufacturing 0.5 per 1,000 SF GFA, plus 1 space per employee 40,718 GSF x 0.5 Space / 1000 GSF = 20.4 78 Employees x 1 Space / Employee = 78.0 98.4 Number of Parking Spaces Required = 99 Proposed Parking Waiver = 0 Number of Parking Spaces to be Permitted = 99 Number of Parking Spaces Proposed = 99 Handicap Parking Spaces Required = 4 Handicap Parking Spaces Proposed = 4 PLANTING NOTES I. All plain notemi in the plain schedule shall be nursery grown in a«oraance - - - with ANSI m a«ardvn<e wim z.60.I sandaraa for meo:arement of narsery 2. All plants shall be guaranteed by the Conwcmr for a period of one year from - date of receipt of Provisiomd Aaepance of the c=pla,d irmflotion by the Owns. - - 3. Reph<ement planongs w II be requ red prior w FmIA cceprance for an huts O. wit <h are missing, not true to spadcatona nave a ed w are unite Idpiy or unchanrterstk of the spaces (due to ex<assve pm,i, , debeck or other ) -, .'34G `,-------------339 338 s reuan,) �•> __ _ - _ _��_- _ �__ ' 4. All porn, maerals shall be selected and tagged a the nursery by landscape Lanni a cape Archkeas approval Is required for any plant maerhl _ wbstinrc om. + 6. The Comtattnr , r ble for mmedhal the Lands .l SNOW STORAGE ..aria y nrei he rend AREA the ple ct i( airy plain quern[ ry drccregmlas A. between rite planting plan and l' � • '. Ne plant bsc \\ ]. NI shrubs end trees wll be sprayed wnr, the mdAe,t mt "W I[-Prv1 (or approved equal) prior to the I- W rater (no later that November 30) 4 ' SNOW STORAGE ` J B. The Landuape Co.-.., shall h.. the Genanil Conwaar loran all -... AREA r.- underground mlrco In vev to be andscaped prior to commencing any • y� axnvauan. Adj.Iswena to veer oot ens will be allowed where ut my -rdlim an clearly a praNm aand with poor alto approval by landuapa Mini Archinc< 9. NI plan bed, shrub and or.. locution shill be staked In the Oeld by Carm+ttor for Landscape Archlum approval PH- to Imtelladon. 10. Adlustm to plant bedan s shell be pp—d by Landscape Arthl— I1. General Cont b responible for ill erosion convol mevuru during u / t / 12. All disturbed .rev are to be [opsdd an led seeded or sodded, u Indicated In F / the plam+ng plan. 13. Mulch shell ronLa of doubls,hraddad hardwood mulch or approved equal and Convattor s responsible for pnvlding samples of mulch to Landscape Archlte. Mulch plain materials v shown on plan end deans (5)AS 14. It Is the Imam of this contract to mid any ds<urbence to exwng vain or e. for od d mShrubs shall be j.go by cm,truN operation [shall be $500 en deal mapen p341. •,`� �, 6. During consvuttlan, and uml the end A warnnry period. ulsdng uses the[ O " W n showing slgm of svne as determined by the landuape Architect are toLAWN be deep rvaot fertlllaed, two m)ettion, per cal par inch per tree a 1 S 24" depth with Patel, 2072020 1eN6cer or 1--duape A,,hnett appr d equal. 17. Conwaor h responsible for verifying end confirming ill plem cou na u supplied by the Landscape Architect with field conditions u canrtrutted. Ay db<rapanda shill be reported to Linde."Architect /or approval and dlnttlon. ,� :{• - IS. w Tree nsplandne shall he paAormad by a salabledrau hylic tree ,pads. sued P T neceuary to pefarm the work ` EX EVERGREEN TREE 19. Prior to tree .rot cemam of any 11, edgt of all lmi !, o-au to remtln shill TO REMAIN, TYP. raaw tree protection fence at oumr edge d dripbna whanewr pwebla. (1) TRANSPLANTED SPRUCE l/\ PLANT SCHEDULE + KEY QTY. SCIENTIFIC NAME COMMON NAME SIZE DECIDUOUS TREES AS 5 Acer vcchi rum S EX REMAIN, TYP. UGAR MAPLE 44.5' CAL PLANTING TO GT 6 GlediaM h eunNm'in.,nW HONEY LOCUST 5-5.5' CAL RE SHRUBS (I)TRANSPLANTED f val * y� BUILDING // CS 21 Core., ericio Allman" Compecta' RED -TWIG DOGWOOD Vf t - 1 •� RA 92 0.hua aromann'Grow Lovl FRAGMNi SUMAC #3 1' CAL OAK a I \ //. LI DE IT 101p (2) TRANSPLANTED SPRUCE /'U'RA P a. . L 3 TRANSPLANTED 566)GT U (> ---. SPRUCE .. s : + -. ___. _ - + (3) TRANSPLANTED SPRUCE 33( 4 .. ._ _/gyp O �-339 335l/_\J EX DECIDUOUS TREE T TO REMAIN. TYP. _ .-...- C.) SCALE OF FEET WAGNERHO,` LANOSC R.f ARCI-i . Tp9 a �. C 1 111r.... - RECEIVED FEB 10 2014 City of So. Burlington LOGIC SUPPLY PHASE I I EXPANSION LANDSCAPE PLAN REVISIONS DRAW NG NO. 108 No. 403 SCALE 1" = 20'-0" DATE W 10.14 L I .0 LOGIC SUPPLY PHASE 11 EXPANSIONHodgson Estimate of Landscape Costs 0210.14 Item Size Quantity Unit Unit Cost Unit Total PROPOSED PLANT MATERIAL Acersaccharum / Sugar Maple 4"-4.5" caliper 5 EA $1,500.00 $7,500.00 Gleditsia triacanthos var. 'inermis' / Honeylocust Y-5.5" caliper 6 EA $2,400.00 $14,400.00 Corpus sericea'Allman's Compacta / Red -Twig Dogwood #5 21 EA $70.00 $1,470.00 Rhus aromatica'Grow Low' / Fragrant Sumac #3 92 EA $45.00 $4,140.00 Total Cost $27,510.00 NOTES: These prices include materials, warranty, and installation costs. Estimate does not include cost of transplanting (11) existing trees. 1 2/10/2014 Item PROPOSED PLANT MATERIAL Acer saccharum / Sugar Maple Gleditsia triacanthos var. 'inermii / Honeylocust Cornus sericea'Allman's Compacts / Red -Twig Dogwood Rhus aromatica'Grow Low' / Fragrant Sumac NOTES: These prices include materials, warranty, and installation costs. Estimate does not include cost of transplanting (1 1) existing trees. Size Quantity Unit Unit Cost Unit Total I 4"-4.5" caliper 5 EA $1,500.00 $7,500.00 S"-S.S" caliper 6 EA $2,400.00 $14,400.00 #5 21 EA $70.00 $1,470.00 #3 92 EA $45.00 $4,140.00 Total Cost $27,510.00 1 2/10/2014 l INDEX OF SHEETS: L-1 SITE LANDSCAPING PLAN Sp-i PLAT PLAN C-1 OVERALL SITE PLAN C-2 SITE PLAN C-2.1 PROPOSED BUILDING ELEVATION VIEW C-3 SITE GRADING & DRAINAGE PLAN C-4 UTILITY PLAN SE-4.1 SITE LIGHTING PLAN C-5 EROSION CONTROL PLAN C-5.1 EPSC PHASE 1 & II PLAN C-5.2 EPSC PHASE III & IV PLAN C-5.3 EPSC PHASE V & VI PLAN C-5.4 EPSC NARRATIVE C-5.5 EPSC SPECIFICATIONS C-5.6 EPSC DETAILS C-5.7 EPSC DETAILS C-6.0 SITE DETAILS C-6.1 UTILITY & SIGN DETAILS C-7.0 SPECIFICATIONS C-7.1 SPECIFICATIONS C-7.2 SPECIFICATIONS C-7.3 SPECIFICATIONS LEGEND - - - --336 EXISTING CONTOUR 336 PROPOSED CONTOUR __ PROPERTY LINE O IRON PIN o CONC. MON. ----SS GRAVITY SEWER LINE ------FM FORCE MAIN -- - - - W WATER LINE - - - -OE OVERHEAD ELECTRIC - - - -UE UNDERGROUND ELECTRIC - - - - T TELEPHONE LINE - - - - G GAS LINE ® MANHOLE HYDRANT 8 SHUT-OFF POWER POLE ® CATCH BASIN LIGHT POLE O © DECIDUOUS TREE C CONIFEROUS TREE ivvvrYN-v-� EDGE OF BRUSH/WOODS LOGIC SUPPLY INC. LOGIC SUPPLY 35 THOMPSON STREET SOUTH BURLINGTON, VERMONT PREPARED BY: CIVIL ENGINEER: CIVIL ENGINEERING ASSOCIATES P.O. BOX 485 SHELBURNE, VERMONT 05482 (802) 985-2323 OWNER SUMMER ICE JOINT VENTURES C/O MARK NEAGLEY NEAGLEY & CHASE CONSTRUCTION 1150 AIRPORT ROAD SOTH BURLINGTON, VERMONT 05403 APPLICANT: GREENFIELD CAPITAL, LLC 35 CROSSROAD WATERBURY, VERMONT 05676 GENERALNOTES: 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor .hall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not incorporated Into the final design shall be removed or abandoned as Indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as -built plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a director indirect result of the construction, S. Ail grassed areas shall be maintained until full vegetation is established. 6. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. 8. If the buliding is to be sprinklered, backflow prevention shall be provided in accordance with AWWA M14, The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for near detail. g. The Contractor shall submit shop drawings for all Items and materials incorporated into the site work. Work shall not begin on any Item until shop drawing approval is granted. 10. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 11. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 12. Any dewatering necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractofs responsibility. 13. The Contractor shall coordinate all work within Town Road R.O.W. with Town authorities. 14, The Contractor shall Install the electrical, cable and telephone services in accordance with the utility comDanles requirements. 15. Existing pavement and tree stumps to be removed shall be disposed of at an approved off - site location. All pavement cuts shall be made with a pavement a". 16. If Here are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the kem in question. DIMENSIONAL SUMMARY ZONING DISTRICT. INDUSTRIAL OPEN SPACE DISTRICT REO'D. PHASE I FULL BUILD OUT LOT AREA 3.0 AC. 3.22 AC. 3,22 AC. LOT FRONTAGE NONE 777' 777 LOT WIDTH NONE 400' 400' FRONT SETBACK 50, ±100' ±86' SIDE SETBACK 50, ±12T ±127' REAR SETBACK NIA NIA NIA BUILD. COVERAGE 30 % 7.12% 14.25 % LOT COVERAGE 50% 25.6% 43.3 % FRONT YARD COVERAGE 30516 11.5% 11.5% PARKING TABULATION ( LIGHT MANUFACTURING CATEGORA RED PHASE I FULL BUILD OUT 0.5 PER 1,000 SF (15,000 SF)(.05)=7.5 SPACES (30,000 SF)(.05)=15 SPACES PLUS 1 SPACE PER EMPLOYEES = 42 SPACES EMPLOYEES = 85 SPACES EMPLOYEE TOTAL = 50 SPACES TOTAL = 100 SPACES DATE: 9/1/2006 C LEGEND ® PLANT LIST I EVERGREEN TREES NEW SMALI. PIOLA 1 • EYEROREEN TREE NEW BRADE TREE ® 0 NEW GRGUNDGOVER BED 2 PIAB A e,K. w.,.,. s:..o..o,L. YA caMPosr uI>c 2 PUB B O w+mlt,.unm,BAB,Mwc+ —. �— I NEw FLOWERING TREE PIABA �-- • I 2 PIAB B � �� IA3 NEWLARGENEW ARPLANTED wr N BULBS IAH PIGLA � .� �� • IA3 \ I EVERGREEN TREE CH PIGLA •� w _ T I I —_ 2P1� T'-IA. .O DRA1 I"� `'AS I KEY IOU 2 Ou TOU SCIENTIFIC NAME COMMON NAME SITE/SPEr QHL ENdNEERING A550f7ATiS, INC. P.O. BLUE 485 SHEOURNE, Wa54& ��}P9t.] GAM' BB?-066.22>I rro6' xww.dA-ncom PIAEIA 11 3 14 PICEA ABIES NORWAY SPRUCE 4.6FT. PABB 6 O 6 PICEAABIE6 NOR WAY SPRUCE 5.6Ef. P:AgC_ — 2 O 2 PICEA ABIE6 NGRWAY SPRUCE 8-7 FT. LA PIG13 2 15 PN:EA Q—AW NITE SPRUCE 4 � 6 FT PKfLB I O 1 PICEA GLAUG WHfTESPRUCF 5-BFT. PIOLC 5 O 5 PICEA GLAUG WMffE SPRUCE 8-7 FT 2 O 2 PICEA GLAUCA'DENSATA' BLACK HILLS SPRUCE PIPF 3 O 3 PICEA PUNGENS'FAT ALBERT' FAT ALBERi COLORADO SPRUCE 5.6 FT. I DIN / geeIA6 r 11 rx * ^ X I M * Y� 6 1 I I SHADE TREES DW GIB, O 1 1 GINKO BILOBAPRINCETON SENTRY PRINCEfO I SENTRY GINKO _DUST 3 3 6 OUERCUS BICOLOR SWAMP WHITE OAK L I I I QUXD 5 6 QUERCD6 RUBRA NORr—RED OAK I'f62 v. BSB 4 TIGR I PIGL I I 5 PIGLA I ,, _ T,D c SUMMER ICE JOINT VENTURE TIGR 4 2 B TILIA CORDATA'GREENSPIRE' GREEN$PIgE LINDEN 2.2.SIN. RBR FLOWERING TREES • , ry,u e+,..wn "•" •�• AMAR ? O UR 2 AMENCNIER ARBORFA'AIlIVMN R LLIANCE' ALRUMN BL'JAN RICE SERVICEBFARY 58 - .wwUM. M - MPi 4 O 4 MAGNOLIA STELLATA STAR MAGNOLIA 6-6 R. PYCc 0 4 4 PYRL:S C._�E NA 'CHANTICLEER' CHANTICLEER PEAu 2.25IN BBB 6 QUBI f 2 PIPF • _ " M In I I /MV GIBI SOON I t' _ I I ROLAND & LISA GROUNDCOVER �-� 100GA Z 25 VI o I I II GROENEVELD GA00 ISO O ISO GALIUAI OOORATUM SWEET WOOORUFF 4 N POTS 35OTUC I ' I PATE 450 O 450 PACHYSANDRA TER —1JAPANEBE SPURGE FLATS VIMI 450 O 450 '..A MINOH PERIWINKLE F-- P� 1 LOGIC SUPPLY CORPORATION I I N5NS I Q. I I I Y Ty A.11 4 (/ �� I I ` { I O I I ww •,• lO� 2 I I i AMAR ~ NAJS I I I I SPRING FLOWERING BUL85 NATO 1I00 O 11QUAIL NA�SS NARC N�S 1225 O4MS225 SuYNARCIfi•us TUCG 670 O 670 TULIPAGREIGII'CASAGRAN CASAGRANDETu1lP LyW�O 80 GA J 200Pe , aII Ii II I L 41- 20TuC sJ OD NA,Q 3 PIGLA — L —� / L I I I I t� PIABA ! — 2 TIGn a PIG \\ ....... I ` GUE ^ ..µ Y 1 •u • F GDE L� '- 3 PIGL A 6 f'� • PIABA _ _ �\ • —E— s Q • �� d * Lam�•�® SEC Ie�E,ewr•Aerr�• asvAnav DETAIL OF PRECAST CONE. EDGE ALONG GROUND5-,Qj(ER BED LOT 10 MEADOWLAND BUSINESS PARK SOUTHGTON VERMONT Michael Lawrence E A55oc. Land5care ArcHitect5 h Linden 19ne - EeeeA JunctK+n, VI 802-878-2778 NTS ARJ9pRTIE GREEN FLAT WOVEN POLYPROPYLENE STAKING TRIM DECIDUOUS TRELS CL PROVIDE 6 FT MATERIAL - 3/4 IN. WIDE, CLEARANCE 900LB.BREAKSTRENGTH (2/fREE] FASTEN ARBOPME TO STAKES, OVER RCIOT BALL TO EEPP TREE FROM ROCKJNG PLUMB TREE TRUNK \ , I 1_ �— —'-� • / F T S T. E X'T S W GATOR BAG (I FREE) • -� % LANDSCAPE PLAN 3" MULCH - NOT APPLY or MOUND • 0 30' 60' (4) 2' X 2' X 2' L APPLY AROUND TRUNK LANDSCAPE SPECIFICATION Gwhz 5c11c FOR PLANTING TREES HARDWOOD 5TAKE5 DRIVEN (MIN. 18') FIRMLY INTO 5UB- FORM 4" 5AUCER 1. SCIENTIFIC AND COMMON NAMES USED IN THE PLANT L15T GENERALLY CONFORM 12. PLACE TOPSOIL MIX IN PIT AND COMPACT. WHEN HOLE 15 NEARLY FILLED 2" DEFTH HARDWOOD BARK MULCH GRADE PRIOR TO 15ACKFILLING TO AMERICAN A550CIATION OF NUR5ERIE5'5TANDARDI2ED PLANT NAMES% WATER THOROUGLY. FILL REMAINDER OF HOLE. BUILD 4 IN. SAUCER EDGE 2. PROVIDE PLANTS TYPICAL OP THEIR SPECIES AND VARIETY: WITH BEYOND EXCAVATION. WATER THOROUGLY AGAIN. NORMAL, DEN51LY DEVELOPED BRANCHES AND VIGOROUS, FIBROUS ROOT SYSTEM. 13. DRIVE HARDWOOD _STAKES I' BEYOND EXCAVATION, TIE ARBOPME STAKING 3. PROVIDE ONLY SOUND, HEALTHY, VIGOROUS PLANTS. FREE FROM DEFECTS, MATERIAL TO 5TAKE5 AND WRAP OVER TOP Of ROOT BAL. WITH ONE DISFIGURING, KNOTS, 5UN5CALD INJURIES, FRO57 CRACKS, ABRASIONS TO THE TWIST AROUND TREE TRUNK. BARK, CROOKED LEADERS OR DI5CA5E5. 14. MULCH TREES AND PLANTING BEDS WITHIN 48 HOURS OF PLANTING. 4. PROVIDE ONLY FRESHLY DUG PLANTS. 15. SATURATE INSTALLED PLANTS WITH WATER DURING MAINTENACE PERIOD AS OFTEN 5. DO NOT PRUNE PLANTS BEFORE DELIVERY. AS NCCE55ARY TO INSURE PROPER. SOIL MOISTURE. G. ALL PLANTS SHALL BE LARGER THAN THE MINIMUM 512E SPECIFIED. 50% OF THE I G. PRUNE TREES AS NECE55ARY TO REMOVE DEAD OR INJURED TW1G5 AND BRANCHES. PLANTS SHALL BE IN THE UPPER HALF OF THE RANGE SPECIFIED. MAKE CUTS JUST OUTSIDE OF BRANCH COLLAR. WILL BE PERMITTED IF AUTHORIZED BY THE 17.PRUNING, WTAIN ATERING, G, WEEDING, PLANTING AND MULCHINNTINUEG UNTIL 7. LALNDADSCAPE ARCHITECT. ING TO FINISH MAINTENANCE RADE AND VERTICAL POSITION, RESTORING PLANT SAUCERS. 501L MIX; 3 PART TOPSOIL I PART COMPOST PRE55 501L GENTLY AFTER PLANTING NARCISSUS e 3 TIMES BULB HEIGHT TULIP a 4 INCHES CUT AND BEND UNDISTURBED 501L BACK WIRE. — PEEL BURLAP TOP 1/3 OF ROOTBALL BACKFILL WITH 501L MIX CONSISTING OF TWO PARTS EXCAVATED SOIL AND ONE PART BURLINGTON INTERVALE COMPOST. WATER AND TAMP TO REMOVE 2 X BALL DIA. BREAK APART EDGE OF AIR POCKET'S. EXCAVATION W/SHOVEL NOTES: A LANDSCAPE PLAN PLAN 8. STAKE PLANT LOCATIONS AS SHOWN ON DRAWINGS. BEFORE PLANTING. STAKING LOCATIONS ARE SUBJECT TO THE APPROVAL Of LANDSCAPE ARCHITECT, 18. NOTIFY THE LANDSCAPE ARCHITECT TO INSPECT THE WORK FOR 5J55TANTIAL 9. ALL WORK TO BE IN ACCORDANCE WITH AMERICAN A550CIATION OF COMPLETION. WHEN INSPECTION 15 APPROVED, THE OWNER5 REPRESENTATIVE NURSERYMEN STANDARDS FOR MATERIALS. INSTALLATION AND MAINTENANCE. WILL CONFIRM WITH WRITTEN ACCEPTANCE. 10. UIG HOLES AT A DEPTH TO SET TOP OF ROOT FLARE EVEN WITHAL 9. THE CONTRACTOR 15 RESPONSIBLE TO GUARNTEE ALL PLANT MATERIAL TO BL IN A FINISH GRADE AND TWICE THE DIAMETER OP THE ROOT BALL. HEALTHY AND PLOURI5HING CONDITION FOR A PER10D OF TWO YEARS FROM THE I 1. SET PLANTS GENTLY IN PIT SO TRUNKS ARE STRAIGHT. DATE OF WRITTEN ACCEPTANCE. 20. FAILED OR UN5AT15FACTORYPLANT5 TO BE REPLACED AT NO C05T TO THE OWNER. LEAVE 1/4 TO 112 INCH NO:[ T5/C0MPO5T MIX BELOW BULB. I ADD ONE HANDFUL OF BONEMEAL FOR EVERY 10 50. FT :'. PU511 AND TWIST BULB INTO BOTTOM OF HOLE. 3, PRE55 SOIL GENTLY AFTER PLANTING. BULB PLANTING DETAIL 1. PLANT TREE 50 THAT TOP OF ROOT FLARE 15 EVEN WITH THE FINISHED GRADE. 2. STAKING AS REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS A5 DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. J. IKttb SHALL Bt GUARAMEED FOR A PERIOD OF ONE YEAR AFTER PLANTING, A. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYOR APOTP TAPE PRIR O PLANTING TO PREVENT GIRDLING. TREE PLANTING DETAIL � i • W 21 . REPLACEMENTS SHALL CLOSELY MATCH ADJACENT PLANTS OL THE SAME SPECIES. 1••E. Iw N It, NTS om —__ _I w B3 w A. I1441f R - BJI.7B' L 632'2 566'J2'26•E EJOSTINC JO' 610E MATCH INTO I. VE EASEMENT__ EXISTING AND f0' SNOW EASEMENT LOCATIO 5/pPACE EASEMENTS (BATH SOES) AND t1 - 14 J4'34 • 10 ELEC.EASEMEN/ R - 789. 78' MR 891'1 LIGHT" L - 200.92' TIE ". L - 684t' \ ly vzcliv" 1tAMMMT IIWID 67742- - 50.1. TAH- . tso' NOS'.! 1D w 2JdM L 2 IIe TO211 1 19 62' LJ N06'1057 W too M, 74 SBSO2 36 W 1967' L! SBJ78 t6 L 20, 00' L6 N82'2039E 194. i7 L7 N0721J1 W 12.00 L8 NBJ54401 21700' L9 s0]0123 C e0.os Jo 58J1009 w J9157 lit 563'27 2 W 281 JI' .17 503111 1! C 131.20 Lt3 5B4'SJ 19 W 2.74 L 11 505'58 37 E 0.01' L15 Net'5319 E 237.43' (f0 584'5319 W 16946' 117 $BJ 1909W 285 O9 Ile Nel V256 n'� Lt9 Se.7J r9 a 6D cv. C20 N60'Ie 07C 676,5 L71 570'192 C 6765' L72 NBJO J6 L 105.7r' CURVE DATA EASEMENT CHART BOKVOW LANE 60' R.O.W. ' C2 497311 11219 22911N 15.W J333J 300.w J1. br N11Y195r"w IJ6.36 S3O6 .1 F L.9r GS' B- NJ036'19"v. CJ 19'151I JS219 286. 5J 277.7J 51210931E •�7 A.C. 119. 22 a.•7500' CI !S'1301 510 t5 JJ70. 331.60 S6519.9E .V nRG:6164' CS 11'3410' 340. 15 112.24 112.01 589O9 JIC .4 ARC. 119.22' R.7500' C6 C7 I1'J706 16015 JOO1 f6 46015 111.50 241.24 110.91 5381551 C 23018 580'05JJC AS l-9r.65' B�N/8'17'S6"E .6 1-183.29' B- N0619'11"W W0.I ' E%IS7wG APPROVED BY RESOLUTION OF THE PUNNING COMWSSION OF THE CITY OF PUMP STATION PARCEL SOUTH BURLNGTON, VT. ON THE DAY OF H02- VOL. 176 P. 510 SUBJECT TO THE RECUIREMENTS AND CONDITIONS OF SAID RESOLUTION. - VOL 211 P. 167 SIGNED THIS __ DAY OF 199- BY CHAIRMAN OR CLERK I_ SOUTH BURLNGTON CITY CLERKS OFFICE N'11DtS7A7E RECEIVED FOR RECORD 6D N,•r --- 20' WIDE SEWER / IN -TON PROPERTIES' EASEMENT TO EXISTING LIMITED PARTNERSHIP PUMP STATION tAoL 27J. P. m -1� r BID VOL 211 P. 167 VOL 211 P. 167 PLAT Y91. J14 P. a r = 1 -- - \ PROPOSED RELOCATION OF 50 EASEMENT TO LANE PRESS I' NOWIC ew40adT r9e LTA-W-SAC ORQE TO INS CONWIED MOP TD Lon AND a /q LOHa01 71�m. REFER TO VOL. 219. P. 102 I't ENT Ac FUR V TNT C I.4Yr AAD '(RK-0E-24C OETAK FUR Hf2rC OAIDNp1S .- 80' HIDE RIGHT-OF-WAY I CONVEYED TO THE CITY �t ! lJ 60' WIDE RIGHT-OF-WAY / To TO BE CONVEYED i0 THE 4&67'• .' : OF SOUTH BURLNGTON ry THE l CITY OF SOUTH 9 I' tl E,l O! / `�7 VOL. 381 P. 101 I >r AREA : 1.01 AGRES� / 40.00' �- OTJ2•w' I 0•I ��. `ri ��'.�`T•�. 60' WTDE ROAD R.O.W. TO BE CONVEYED TO �\ r CITY OF SO. BURLINGTON AREA : 0.08 ACRES \�L4 _ . J LIB -' 'I� 50' 810E pRANA E - i EASEMENT I .. Q _ . NBJO2 0}D1'78• _ at O'clock 1 and recorded in VW4 A.O. 19 _.._ mNut4R m IRORCr LOCATION Pape Alteet: city CIwk AM .' i -- --THROUGH LOT 6, PROPOSED 3' WIDE PEDESTRIAN EASEMENT I TO BE COMBINED WITH ` '�s ,�_--�•�r I EXISTING EASEMENT - EXISTING 15' WOE PEDESTRIAN "-DE-SAC DETAIL EASEMENT !_ 776 P. 310C� w•cwMr IA-EA•.� - IA.AA , -1 OF uuo Ar eR IwoVOX. CA Ae. nr �OUARRY VOL. 211 P. 170 'J6•E..„ 1 ml R ,Ir d -1 R,AI aRrcrtn e. Ion r me- u Al, __ 10 ILA w ICE ,.pw1 KNNw rN TOI .1 RACE .11 Or I all Of ! 1 ewn-- ,AND RICOPOT A. CONIAWS A OtAI AREA M 1H 1. ACRES 4' / u -.I(+ M r,ns RARcn 611-1 w A 10.1 survt cEAI- IRAW.. 20' SE•ER CASEMENT I L22 7' N8JO2'36•f - iGG _--7 oNA '$' s - - Ill�'souw P x`�Ko� IA RICE rov Ars n,.crtu te,w ..-!! -� I F J.2D A. J 1 r n r m r r. r 1 'ttr EARIA s. VOL 203 P. 472 - L^9.5 i1, Idil 9 3.88 A.. �$ �g 35J.4 N '� i All SA w n.r K-1 Ca+ow.rt 1n reuu 689. 7 'W o uNrr ox trr :s. rwT rrotr srA rww 1w w erur wn_ A I NS 587.03T O I T g 706.30' N 8JO2 vArrruxr .r.s slev A. ra RreR7Rr oR ar wrArr r.srltrRrs. p _...- 5B7.OJ' �� 2 J.12 Ac. c1 I _ BJy47' �y} O sn F �' ! IIR:Rrs .1"Ac "II 1ANoz. rwcAo•cxurxrs. Erc. o'('Wc w nn SC r•F tA 'f �^" I tt`6 .a 5 J.06 Ae. r.i ` 1 rr«6 OR •tAux. ra,A w rw ,ANo-egos Aoa.5 1.17 Ae. tAq +. D• tweuWRRANcrs w. , us, w.r,t .Ae sxow w n.s n.r � 11m MNE�WURC _ � 2' $ IOO.QO� '4$ '� Q ROAD PARTNERSHIP, f g N8JO1336.58' 1'• wt NRvaR, ARRRn. R ttwf As srrow rs e.uo wrw awrtva/s VOL 874 P. 382 HINESBURG ROAD . S .. _ .. �' ioI '� �g 711.36 ` 02.36' E gp Reo 1 •T - 1 "1 1,- w ♦WA rrov a RWIw/er0x INOtTH SCENIC WE �' wAWAry N ,4 W H ~wui m V-4arur . r .s AM0 ar r0 .-1 wa0t°rwAe,n 1. rw LB PROTECTION ZONt - s, •wwYj, S 8392'J6 �'Nl 4 J.1J Ac. S uCRArT w oe1. -L7 Rs rst, R' rrns wncl Am, I'— A wcN Ixsar ux �. $ �Q .�,r 9" 7 J.66 Ac. �� u_ O 0.00 ` wiv�pII, 1-tE II I ICRC .1.. III- I.- oluc wv x . r e J.22 A. - s�'II ' auu«t rtw..,1 11 '. a. A roar wa sw.nt C-ft rt .rorw. ix Mi u' p16.00'•W L:L 71 60. S 813J'19' W GREEN 5 INC lwnr r,rr rac rxrsrtrn ra• tows J B S. ,_/� E% 1. f WE. n, r. 12v ` nA Rw,ns a-wAn r,.a swn sre«r Ot 'E ntlw.1 �-- f;, - _ - 80' WOE ROAD 60. t9 E Y9L 2l. +. 11! sre«1, Awr eownv ,u r 1-1 1 Wwsrs atM tK wlw +torurr a VOL 01. P.46 1 - - R.O.W. TO BE CONVEYED TO ='• NM'S] sou., "'AI RAw rI e,a.r_ N8J.49'0 E CITY Or SO. BURLINGTON CS 113 r. 1 wAoow.Rc RARcrr c�,rwsr r Ace[s (' r,r[ uA.wDR Irm Om- N MTwiCRW d A,l tOrT rt AREA : S.OI ACRES I _ ,� O or rER..wo e, nR ray :iNC rt»wrA Aoo ,w aaanr� r OPEN 30' IROE I ., w clwTe wrs 1,.r a-itRcf At, rt tAsreRlr tow a SPACE BUFFER O b, DRAMAO POND ZO.TO Ac. RAIEw Nr aR Rwn nt o n1t RrrTircAKf «tv.,ror. w svJ s n' EASEME), I 1 R00 �-- ' 16 I I _ r'-200' OPEN 1 ..ruuv r a2+ rC,v. 11 Im"I a swn smru [rnNs�nx 4 ROD 49. 30 AC. W O ' - �1'T PEDESTRIAN 1 SPACE BUFFER _ \ �n Tc o• .w„H Tn CIA.liloro ui`v rR"a " i.se.a (�•0) t _. 100' RED[ • &00 Ac. - 1 SSr CONSERVATION ZONE 20' NYDE q I - EASEMENTS - - -.. I x OSE.EN h 200' CONSERVATION' �`1 I_ . �L EASEMENT - tw' ZONE AND jwANACE _ 20' PEDESTRIAN _ jo EASEMENT /I „ - t. c .. rrn -1 (srl arArl) EASEMENT N0.1J'_...� : . „ - . -- 1042• •i '�S0.71B'OD'W \ / .I yOp•W �: SS '43'18'W 1 • wnf frawol \--6" CH LIAR Mir • n�Krrtrt w»Ar[+r (rouRO) 100' CONSERVA RON ZONE _ I _ n 1-11 roxwlN, 0. el u0 20' PEDESTRIAN _ �- JO' RIDE SEMEP B - 17 1w1 PA,. -1 RfIERIRtf T. t N. EASEMENT DAMS • Y P ��M DRAINAGE EASEMENT _ OI - _ G P VOL. 215 I S. ! R T APPFOCH CONE ORNER: SLIMMER ICE JOINT VENTURE C6 W04 DAu CHARY REFIRutcr i 5' A P. 400 ( A G � fye S8210'JO•w I i _.__._. PMNLNI )N SOUT/1E1t 11< AIfYPOR _ LY EDGE 414.77' N. TdITANi, R P1� i M. k K. � tea Dl/BdS VLL. iT P. J•1 IDr �" 4 ML I saL roe. P. I21 P. R uI .. 'VE`�•,,, P Fro RAt YDL U7, �.7DF 20' PEDESTRIAN EASEMENT LOCATION TO CENTER ON I�DGE KNOLL DEVELOPEMENT ti RECREATION PATH ALONG THE SOUTHERLY BOUNDARY 'r D * Lee 74 Graph1c Scale .}.! r•cr xtAL� �'• w, N,:nor,r R/..vlx.:. a/7r.vn IN � 511RV�"�. 300 O 600 600 900 1200 R.wtnr,R I Inrslprer. DR. •y nRl.c1 "" MEi\DOWLAND BUSINESS PARK Hinesburg Road So. Burlington, Vt. 'l m„ RI.1- Drewa Sor Subdivision Plat .,. 96__ ,�,,, •SOD' Rey 105_A� _5J �k__IrYr TRUDELL CONSULTING ENGINEERS, IP,C. M1° 14 9q /.rk `d TRUDELL CONSULTING ENGINEERS, INC. 14 6141r Park 0.oed Box 308 Williston. VL 05495 (802) 879 / \ I D•etrlpllon Oaf• w- ProleCt ewe MEADOWLAND BUSINESS PARK Hinesburg Road So. Burlington, Vt. Sheet title Subdivision Plat I'role<t number 9607 -10 I rroktt rla 4Ser _.-____DI•Wa w Date Approved SPI .r I I MEADOWLAND DRIVE I I I STREET , LIGHT I N/F WILES N/F PAINTER N/F PAINTER / WILES u 1 J N7100 HINENESBURG ROAD PARTNERSHIP ® POOL 0 � 00 r- o �r N/F ROWLEY � 1 i 1 I I 1 � 1 v � I I I I r r xl�� r. rock 49.50 Ac. i Lf (1GC I JI N/F BURLINGTON PROPERTIES •' •'!-' ' I LIMITED PARTNERSHIP PROJECT LOCATION.-- / .I.L. CLASS ll WETLAND Jf'F ..:. - Ly 1 1 cy- 3.88 Ac. �r 12 I t i I CL �--1— 4.47 Ac. 1 3.12 Ac. I ro i, 1 O I 1 LASS !ll i Q 1 '— 1 it 't:•.1.•.•.•1., i C� I �I D4F4FI T. I ,' 3.96 Ac. P�ND� r-. 1 i •—�•N ;F ,,1 c�pl I', NIF N/F BOUCHFR I - SHQf.-AFIAN, PENNINGTON DET. POND k1 / � 2 O / 8.00 Ac. / / 50' DR AGE F "F' r •' • ` EASEME T 4' '�' 1'•'•'• FOR LO 2 ,•�: F 4. :.:.I....... EXISTI ::�` `•`:':` FENCE FrTING 5" CHANNEL &',,WETLAND AREA I -JO. SE WER ANII ' N/f I DRAINAGE FASFMFNf AINARE) \ 207 h 11)( fi" CEDAR-- _ EXISTING WETLAND BOUNDAR)e-J 1 GRAPHIC SCALE v ( !N FdPT ) I Inch - 100 (t. \I i 20.20 SITE ENGINEER: rT CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOXOB6 SHELL IRNE, VI 06a& - .11- --- -N ACL -RED DSM AVPRDVDD DSM OWNER SUMMER ICE JOINT VENTURE APPLICANT: GREENFIELD R CAPITAL, LLC LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT LOCATION OVERALL SITE - - - PLAN UATI- AUG, 2006 Rd,i H: NUYPAu ecAu I' - 20' RROl. ND, 06192 C —1 �, I ill ----- -- --- --- --------- L LI 400 OO'- E -1 g3.02.36 IyA ENT II --�- DRAINAGE EP'`'E _ -- — -_ - / I �� ► _ 2-0 — 0.. sFww- - - - - --Y I I SNOW S ', 51C7E PAR E i1 OO pARVCI CE so , STORAGE 2T 5F A I I AREA ._CONCRETE I RETAINING WALLCRETE CURB i 1 PHA 5 E I I ENCLOSED OUCPSTER I 1 I I I ---- P A R K I r4 c, S) AREA ON CON 5• DE ONC. I COypANY I, �TF SPA i . CURS �g WA CCNCR _ E TE I SIGN II I II }---- -, I I • 1 1 1 ---- -- ----- 1 : ...:...,. I I\ t______-__-_ __.,,� ________ ______ _________ -CoWCREtnCIJAB I I F- S' WIDE CONC. y \ IIW I , I AL I ( I � I I 1 I 1 4_________ _ ASE II ; I NIIp , 00 PH KING.__ __ I lO 0 P� RS Ip, CG'ES)Ito ___________ U 1 k g N p�OING O II N Ul I ------ JEW I 1 , bE� -i V� ♦�\,� �V �� E3U1LDING I '--------'•, � l`__ \♦ �\♦ ��,�,� ♦\�o♦��\ � -< ._-oI--LACE — 1 � BF- �� II - l I UII D110N F F ELF-V.— 1.5 RACK I " I II I PDDIT I I 1 I I I I 1 " • I '"6' MADE CONG� I : - ' ALK \ I -- I I - \ ,.________-____� YARD SE TB %' $NOW g0' FRONT STORAGE I AREA - - - - - - - - - - - )VIDE SLOPE 'N ow- SIDEON WA REPLACE EX. CONCRETE CURL TO A RECESSEE CURB .TRANSITION CURB (TYP•) 1 0 \ ❑ 1�-- - FT. EXISTING REC. PAT GRAPHIC --- CALF t I In Peer I I Inch - BD N / SITE ENGINEER.. -0� CIYIL ENGINEERING ASSOCIATES, INC, P.O.BOXI85 SHELBURNE, VT OW2 Adl-YA — FM xpRYB—1 w-wvw.o•e — DxA" ACL —c"D DSM DSMD OWNER: SUMMER ICE JOINT VENTURE APPLICANT: GREENFIELD CAPITAL, LLC PROJF.<'T'. LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT i SITE PLAN AUG., 2006 1'A- 20' oaAgnc nu�ncn C-2 Al C)RWF 1 06192 t J PROFILE- 5a5.5'.5.6' PER 1000' LOT 10 HINESBURG ROAD-NOPTH NEW PROTECTION ZONE BASELINE - ELEV. N3.5' EXISTING GRADE NEW PROTECTION ZONE ELEV-404.5 PROPOSED BUILDRJG ELEVFV 400. % TOP OF ROOF ELEv-366.5 380 .. - 380 .. .. 340 -- 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 PROFILE BEgNS AT CENTERLINE SBURG R0 OF HINE. (RTE 116) VIEW PROTECTION ZONE ELEVATION SCALE 1" = 125' LOT 6 THOMPSON STREFT SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES, INC, P.O. BOK485 SHELBURNE, VT 05482 60J-OB6]JeJ FAX' B01-p6-Y1rl wp� rww.usMrom oeYAlolrt RWN ACL cB6c¢en DSM APPxov6o DSM OWNER: SUMMER ICE JOINT VENTURE APPLICANT: GREENFIELD CAPITAL, LLC PROJECT. LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT OE1EN tIDN POND - TTT.x 7 - — — — _ 4+00 26+00 28+00 30+00 32+00 34+00 36+00 PROPOSED BUILDING ELEVATION VIEW U RAWINII NIIHRIP. AUG., 2006 IL — AS SHOWN C 2.1 PLAIN. n 06192 i c / E% CB !E,T,C, ,1/ I .I I I SITE ENGINEER: NEW 15' HOPE W S /RIM 339.22 >CABINET0S1y NEW 2' SDR 28 INV.38.3 .. J / I.'33\ N7/N(u�3S6I 11 111 �Sik '} 111 INV.=334.89 T' I _ FORCE MAIN MIANTAIN NV. (2 i 4- ". MIN .B'-COVER UNTIL- YOU- _ --REACH THE EX" Brdw _ _ ao _ - STRUCTURE_ _ - - - - - ° r 1 Ex. ce y37 RIM 33a zi 1 1 III CIVR ENGINEERING ASSOCIATES, INC. _ _ . � `_ - _ _ _ - / / (\Il\lI / / 391._ / = ._'- _ _ � �,_+"_' -'_•e_ _ . 26 .__ _: ___ \�\\\�\\\\�\ - ��_ _ _=__ _ - ___ _ _ __ __ __✓ /%/:I!llI'yy- �. _ .�"�� .. .- _ _.. -\`-/ - � _ V= 38. 1I I1 II 1INV. I= P.O. BssOss4ss86 SPaxE. eBoa1RPNxaErnVT r 06Bx8 r NN35.70 INV. OUT- INV. OUT=335.5 4' NDRE n w..w.os.+coon. eos E N T li _ INv�33�.4 1 I it I II 'I I oovuxl - w. u xre mxmRP cn EX. 15" HDPE fES I I f ! �� =-" % i'3ya� - _ __fir .�.►�_' _ E/aSE -_. 338 c- \\ l III It DRARN T INV.=J38.97 111 I / \ / / r / /� r ` ,.,.�-_. _ >. ._: DRAIN 1 = - -- T` a�e I I I III ACL Ill��,��.\r\� "0•• :L�aT PROVIDE SLOPE 1 STORAGE'\ { I 1 I CNRCKRD 1RANSITIGN IN AREA I SIDEW 1 'I II 1) D3M 339 \ 01T. CONC. 11 IIII D9MD B.C. 338.5 I I I UND WNHE 343 s� ___T.L___,__ 3 ECE \ b _ ___�_____; , ��.; REPLACE E%. r 38. K / \ 339} \ I I m I CONCRETE CURS I \\ 1 II 11 � it I � TO A R SSED 1 _ I I CURB SUMMER ICE SNOW JOINT VENTURE \\ I \ STAREA % , I • _•' �- ! 9 n _aNICRETE RETUNING W CONCRETE CURB 11 1 CL'' D DUMPSTER `\ �'-1338.8 � 1 I I I I \\ \ f ' 34 3 AR ZN s) /liRf>/( ON CONC. PAD � DE ONC. ,\ / � NY .C. 3387 11 II I II II APPLICANT: ,/ --CONCRETE CURB 91 W SIGNI j 11 I I I I {\ / DEEP 1 d D.Dx I I TR SnGN IIII GREENFIELD ow aaa mow, iGIIREI ') 1 II i II II CAPITAL, LLC AIN � wTER IQ IN iDRAIN 34D. _ pgWES - \ \ \ ; Y S M RKINCIAREAS \ J4p c,..aao.o - \ 340.4 a . EE HN PA, y3g,3 J _ _-__ _ ROJECT. \ N 'D'T.C. 340.9 (1339. l ' C _ $9 B ________ .5 q *....a,... - _ 310 \\ �� T.C. 340.5 3 11 IEX. SMH A 11_ \ II p xf:c.'b9b:R \ 340.4 ao.oJ IFT C 340.8 .� 4 \ ...CONCRETE CURB BI I RIM=339.39 I I I I B.C. kSl.6 ______ I I I i � --- " h / -. 341 341.0 INV. IN-331.° \ I \ 340 ---" INV ION, l INV. OUT=33m.9 1111 LOGIC 4>T.C. 340.1 I } , B• 34�\ e..r�y'�jc T.� 1.D - - I A V A vv / e �� \ // -8' WIDE CON I 11 �� I 1' 11 11 II I I I 7 \ \� \ / 339-} \\ � I I � , SUPPLY `� � �\` \ 1 1 INC. �� mom LOT 10 MEADOW BUSINESS PARK I ----------- `? HE'w sT�MwAT'ft1 \ 1'II A ARAror3__ SO ON I „ PUMP 5TATiON 1 I LAND E CES) I11 1 II CB/ R .337.4• `I SOUTH BURLINGT �ARKI 1 1Nv- (12"1=333D L _ 1 . P Nc I I VERMONT I g 5hA 1 \ 3 BG: b44 T.0 310� tINSTALL1 H 0(0,"E'XT) L AdIN �C b0.5 ( 1 I 1 I \ - COVER .0 34t.0 11 i i 11 I 1 III III III II Sf l ---- Et.L'Y-i 340�M F I \ I III I \ ' .'9'; _ pIII y.;, ',. 34 \-SA�9..�-�N'f� �J40 1 340 �11 I A I IIII \ �.i' U I L-L11 1J C� \ 1' r 1 m I \ 1 III I ©L/,��' t4 Iq \ t - --'•,1 I _ _ !__ 340 341 1 339.3 \ 44 LL ----- S41 2 C 3 4 9 BIKE I n I III I B.C. 34p.9 ry"T.C• 34t.0yx 311.5:. g U 1 LD L.N r' L E V• RACK 1 -..' ADDITIC�IJ ___ F-.I- I I I I� IIII I A3 �I I 7C•'a ,I PF-iASE 2./.. I 1 1 ' II111111 a� i 343.0 1---------- I ' t----- - 342 ;� 12" PVC I I III I _� ._._- _.. I \ / 11 EX. CB /37A I I 1111 i / 1 RIM-338.57 1111 341.0 CON `• ._5' ODE C' / INV. IN=335.7 IIII tio-'' I .� I -- - - WALK /"I II INV. OUT=335.6 I I I I -Z2 u I - _ - V. 334.9 s u ___. SM10.0 ��1 341.0 1 ' 1 NEW 10 HOPE I I- \ DATK CBECKRD xRVIN10N 42.1 / T" ( FOR \ \ I ;' 1 ROOF DRAIN 1 I II I I i II v a \ \ \ I 3 I 1 INV.=337.0 ! SNOW ii� ! STORAGE II'�I II u - \\ �T�-/\ 1'� `f4.7\ �` �„ SNOW 'p 340 --- I AREA / -4' HDP,EI I Q 1 '1 �111 \.\ CABINETS -` -•I. 'Tyv\ N r STAREAE -i RAO INV-338.2 I I111 _�- \ I I 1 1 1 HOPE ROOF a- 338 `1\ 9 33B 1 / DRAIN I = / � \ 111\ \ \ ^^ \ \ 41 \ O � / /!/ \ \\ ......,ICISITE GRADING CABIl - s / AND DRAINAGE LAN I \ ` ��♦T�� -SCALE E iC- E XISTING - - _.-.-._ D _,_.._ _,�._. _ °-.-._.-._... _..-.-._..- .- -.-' /_._._._.-.-._ - _ T -- - - RAxiNO NUMBBx - . � � � DATE D . I hsAYFA1T1 JIJAL ..- �� = = - -= AUGL, 2006 341, Im - ( IN FEET /N ecAL[ (/^\_ 1 Inch . 20 ft. 1" a 20' V - V \\` ` 1 _ c RIVE PRO! NO ,n'( 06192 I l / EX. CB-/JE.T,C. NEW 15" HDPE W /RIM:339.22 CABINETS INV.- 36.3 �' IN,Y,m336.if� IN STRUCTURE I ' NOTES NEW 2" SDR 26 V. (15 .2 FORCE MAIN. MIA NTAM -� V. (2")•336.9 I , 2. All water installation work and water t -_ _ - - _ 3s`a-' MIN. _!V-04ER--uNm-vQu - . _ � ..1•-� - distribution material must comply with the "CWD I f -�- - ,, -REACH THE EX.-ST(Aq DRAIN STRUCTURE _ Specifications". Details for this project must be _ _ _-�,-13: ` ' _ 340 _ . ~ `� J �' _ _ _ _ _ -- _ _ 1 EX. C the some as those within the above referenced1�/IIjIJ�3ar �Op� NiV-3 CWD Specifications. _ __ _ _ __ _ / /III- O��- �4' � 1 i 1, Wv. 3. All domestic services and fire sprinkler systems \ _ -_ _ _ = s "� •� O _ INV-330.4 that are connected to the public waters t 11 1 1 I \ _ =� - - -_ __ - _ _ _ MEN T P Ysp�n15'HOPEFES III/1 = 4f�4 ____-_-- _ EASE l shall be protected with a bockflow preventiofl INv.>=33e.97 I111 f /``�`'/ i" p�� r_ � � �-_`- - - __ _ p(ZAtN P'C'�1 _ _ - T` assembly, and an appropriate thermal expansion \\/ / �4..1r' -\- l _ _ _ _ _ - - 20• T" O•• - SHOW M system in compliance with the Ordinance for the -� _\ \ \ \_ / _ -- 1 `_ - _ - •9 STORAGE \ Control of Cross Connections Within the Water %; ,_� _-----__.�\ � /- -- � '�� AREA System of the City of South Burlington, I�_-}.\--� henceforth the "bockflow Ordinance." Please /j� /��` I r_-_ 341 -_ ""' • \ 1 contact the South Burlington Water Department 1 t avo / j% - - �G ` vti 4" y II E for more information on backflow protectioh \ , devices. I \3q3- 1 _ _ _ _ 343 1 / -- ---- 339 ` 1Col /C - / ATO CU 4. CWD Specifications state that no water Ilines i I shall be installed after November 15 or before 1 April 1 without prior approval of the \ \\ SNow / k, / �. .�.•� ., s1�<'•�'EJ) ?� \ sty I Superintendent. The Superintendent may res rlct I 5 AREA I . - -� CONCRE W�L Re work before November 15 and after April 1 dying \ / I • -- ' PSIER RETAINING W.CRETE CU \ f I 1 adverse weather conditions. _. PAR N� a WoNc. PAD q1C 3? \ / v 5. Mechanical joint restraints with twist off nuts➢ I \I I /\\ (7F A� \f) }9 CDNCRE1E CURB W `' I shall be EBAA or Sigma, or a Department `\ F---. ------- approved \ equal grip ring. , DEEP I \y\\ \,`IN TO A OTO;DRAIN 6. NO underground utility shall be installed within \,, I I� \\ k+ i St MAN P KINGI AREd5 four feet from the water main on either side, I �r ------ from the top of the main to the finish grade, \\\ `� t ______ ' "-• ••"' '"'"�"•••.W a - ^• With the exception of storm sewer and sanitary II____- __ ---- CABINET �_.00NCRETE CURB I sewer as stated in the above referenced \\ , \\ F \\ ;--- - n / 340 341 GAS --- Specifications. Trees shall not be placed over , 1 \ 1�---- .1 ,}� any water main or service line, nor placed within \SY 20' of any appurtenance, including fire hydrants. _ 1 i / J..aA -5' WADE CONC. I I / A A WALK CLEANOU -^C 33e��\��' w T I� 7. Separations between the water main and service line and nearby sanitary and storm sewer 1 W , ! \\ z lines shall comply with the VT WSR requirements I 1-------- I , E 1 t<ll t and the above referenced Specifications. F }� i { ! �' c aY P a I c li•'.1 33 NEWSTORMWATERPE 1 �riN11 8. Prior to any building construction, the building igA I11 I¢ 'I I l OIL gEP ARA:I7R"' NEW 5TATION �, F• 0A contractor should contact the South Burlington �I !fl I „ p1 ASE i NEw Cfl/ RM 33 .4 r ARKINc $ I G ___ 1 RIM_3375 1" PARK1 CEc-�.) r I 1 .. fNJ (1.) 3J3,b L .49H p,GEs) u tD Water Department to discuss City of South 1 �\, OO Burlington requirements for meter sizing, meter \ j 4 SP {I l 1fli5TAL1. A HOODED pt1T_)T ��xo� p pcTi6K INV.-33S.5 C eP a N N11 settings, and backflow protections. 1 N \ I --- �- COVER (T1s snt:1T) 9. The South Burlington Water Department shall N IN \\ I _________ t- \ \\ rv4 . > 3401 be notified prior to backfilling to Inspect all joints, t� t �\�� fittings, main line tops, appurtenances, water line I \ \ N E B U LD «..... ' and testing. ,------ ,crossings,\�\ j �� ING; PHASE 341 .5 1 1 1 BUILD EV.: 1� � � I 1' I ------__"� - �. ADDITION • _- F . F . E L R ........ld + ,t \ 1 1 • Io 1 I SITE ENGINEER: II 1 I 1 11 I INV.-3 � I ll ill I Ii I B 37 I l PoM C8 CIVIL ENGINEERING ASSOCIATES. INC. 3�26 1 1 II INV. IN P.O. BOX 485 SHELOURNE, VT 06482 \re `./ - Wz W U v S �o — � s a ww Z Li _ zoLU x cc V QSOW I �O Z p coW W I., 11+0 Sl/ I °a °a =i7;. °a °a °a °oF °a °o °oF °p oo, ooF ca OP - - - .. p .. s 'a °a °a `oF a `p - °w °a °.': °oF- a °�: °: °a °a °A °a °ot ° ° o c o c r-- tC.:, o o c o 0 o c o 9 0 0, A a °OF °a °- 0, °a °w A `!Jr �61-�G:=dfA `Q r� o,— A A OF A 2A a A a $ `P A o, A G w a o, °a A A oa oA oA op oO� cw oo. oA oo, o L �o. o --r t� e 1 A (jF A !N > a A Op 'a `a /w to` /. a ,a ,mow Fra \` JA ca cA cA oA °A o' oa cA OA OJ '�t a a of °a a °a °a °a p `a °a °a `a a ra ra r. `. • ^ r. ! r. r. s `c� O' ec. - - , `A 00 A `A A `A A A ��h i+ B A ya 6 `a °a °A °A °J °A °p °a �a °A w 1 Ow. °A °A °p °A 'o, A `p `o, °A °A 'A < ra Fa S 6 K 6t+ !µ !Q yoF ra roF S _ .! K S A ya �a` Oa Oa Ga OA `^a OA OA OA �p °O! °p °U °p 'p A `Op. la `a (J� a Spy`bp \2°F\ 1' O °A OA 'a /Cw Fp ' a 'A IOi `A ° eH . O O O I ,gyp ,OJ A `�. °A a °A ''w w A!A �F�arA9 9 FA'a p ayp'o, ooO erj µ � yA a a sa say r_ h c Ohl° %p `r 'K `f ` .�a sA !A !a !a `A �� Sw °K !a ' ' y eo- ° `d a "A 5.. °p a 'w �i I /, f • 6 O ! S S� S\, 9 E O. 6 9 ! 4 ! 6 6 O 2� r `'w `' 9 r bA 6 r O..\ 6'A 9P o-- w? ,'h `j. 1G °O o `o� `oJ �.�. d A d a � !: ` �-�—;y' i p A QF �i A 9A !p bA 9d 6p 146p BA e o K µ µO ' Fp FA p7i0a q�al.Y bp. ` µ EA °�y ;,y, y ! ° S ! G,1 - '- `O'i'.) °O` OA °0 °.ir w °p `�G r:T } e K D w K `K 1 _ r. „ I f 1 A y O p Op JA .`A 0. .`A °a ° 'A ? 9p 6 O I 9. K ... K .4 °- ° ^. K ! �N%`a fa °a °a °a °A °a "a °a `A Ca �9K y H `p o, 2F K .+ y`h EK lc�F c4 Cc4 rt r `.J' /a' . °OF °OF %, °OF OA COFCw- 2 Oh 6°dh A a a a °a °a 000 a `'a ''A rrf. 'a °a °a y,r S+':,F lOsi o`>c, 0 y �\ u ip `K ` A °p a I °A 'I'01 yA'/7F sa rH ry tF A `' I!bF roF r�i9a 2 •" '`+• °.+ °'•`°o. °p °a `O�/rO ra A S�.J,F/`�p OP `a OA OJ' 000 Oa °a °a A ° rrp p/ J ``x s r" ;a `° sp 'oL p A °O °J 3p °✓ n °7 JA °A I 2. I a prNl r off s f�� °oJO Oor A "a.,r or `aoac" a 'a G O J�6�ti rA \a.�lK y rF .•f '�A yp ra ra yA a °?� yea ri+F y�r �;.- y�. oa op oA oo, oA °a oa •a °a °a °a °a a s p + sA sa ra ra ra y b. i s Ko Go. c 1 � 9. , a , of lea r 9. r sa 9a ya 8a F 6^I / Sa !� Ca y� 0. �j '•^/tJ �Co, fd /a !a O `aa Op °a to ,;p Ja GP 2 r !! S 2- E 9 9 yl <n oy a a �o. .+ H� K A A A p ` 9F qF ^. — — J 1�j4\ r _ ra rw o_ir- •o- :;� : �. o�- 'ur A !a � � � 9 �= / 6 1 r000.of I ff t, iiF i+ o.� `..r e �s = l' M 1 " /l s o4 .s o. b. _ K a % _`' `b: ro. `a °o. ° a a "p °a °A °J. `.. °a f 1! o I r. �_� 1 CF `Sr a °p °A °a °a °Or Op °OF `gyp op I `,a y�°�,\ - h �/ .V e+ /+ ` ,� 7� .I� 'P w oP OA O� OA °a Ow "A °p ' 9. F. 9 9 C !. F. m ° a 'a yA I A I /r !+ ' K ii N- ¢� ct N TT '-^OF' .Lire .`- r p y ` o• eol °a o> Gp Jo- °p °a °a OF r `a'a ra I6a 9. !. . .� ^ C.. I _ - + I a A A A ° 'A A G yA A G G a 0 ' !o,2a to yal O. 9K1 9M 9 r o, ,{Sp 6A a -(' o. B O. ,S/, r 9 O S f ' I .+A °' I'F +, !r rJIF K .•r K -a `4 o-: O O LMi' R p a �a °a °o. A °a °w w °. IE & Q. ff a a A _a_d• ..,,ly„r ,.FI u ^� f �\/�.<"1 `<iF« ra ' `a °a °i> .9�'F 2. 2''b-*9 .. ia'.7 6 9,1=tea= �yl b. 1�. I EI r. i^ \1 I 1 1 h . p A P \ I ol A A AI Ot K r•+ `.'r K I �✓ A\ fie. Fl etG r E 9 l 2 O O J O / /.Jq,. yp �`h ♦ �* ^t 16 0 w P s r ?'� r. °�y h Io b µ K K �a� A �T 9 d V' . 2 O, I i \ � �- a a p a °a ar , ct w a A Oa ''o- K° 'P� 2 r y i 0 J 9 6 - !. 9`y� O th O s. e- e ! °a ' � p bF p� �rF le'FK bF ' a of A A a �F FK w p a a � .•. �. .•. F:. !+ 4'a as !a !a `o ba sa 6a sa ra'Cp o p'`o. �a °a :A 1 e r 1 9 r e. , °a I. 1i a A a ° as ! !a !a ba `K 9 y + 'h ' 4 6 6' 6a ° °a °a °a A °a °a a ra `a sA 1 et + 9! s o r: -`+ rt K f. y r . a f ° h K Ky+yf cF e o K A R P Io, P/fa �a w o c o G o, o, o, d I 1^v p ri 2t KI .•. K ! 9 ? I 1 9h 1 A q /+I 1 - F,� � �c(j CF IyA t'r °a °a �A °a I. ;a fa °a +yt I OI 3'y PyFgl 6N �! �k B 9 lr IA Se�fl sl l� / pI I I 1r- OF A A �O' d.v al``rjy" °c+/y_ {`OF y Co,o. t l OA °a Ca °a °P A °A °A °p °p °a 'a 'a ra OF SL 1F- 1 NL µ M S.Y 2 C 9i. 6. 9a .A rp ya .D� a t a'K r� :,�/ e/c'a /a OP Ja [.a Oa OA Oa Oa O O pppppp�� O O O G l.\ c'. t2rt ��' t O� y ! p p A A A p A A A A a c�F dF 2F A A A w o,r`pf--_�/r/�., A A A A a o, w w A A A Or `OF °A °A Ow °A Oa OOF O Oa Da oa Ga °a ' 'a ra 9 a y_ o rOF `'a Ior ra a OF OF 'Or ra to ` 'a /OF 'a `a p �r a `' o, w A p cp ro, ro,rA r, r- o 0 0 0 °a °a 'I °a °a °w °a °a °a `a dF `or a ra ra o a rA 'a `a ra o 'a ra or za `a `6. °a °A °a I.,`a `b /y� "Kim u i / Ex. CB AT,C, ,. ✓,I/ I 1 jI SITE ENGINEER: I NEW 15' HDPE WZES- /RIM-339.22 ;✓GA91p M1V.� 36.3 / INY,'.336,tt - 1 1 11 / ,y^� E.M IN STRUCiyRE I GB ITT 1 I 1 I INV.-334.89 NEW 2" SDR 26 / a- V. (1S•)�33E 2 I PROTECTION 1 1 I I t _ FORCE MAIN. MIANTAIN _ \ NV. (2�-336.9 1 _ - _ _ ,_;;9-- MIN. S'-dOVER UH1riY0U POW URE SWALE WITH MATTING REACH DRAIN E STRUCTURE -. ... '- - - r. l - III EX. CB p37 340 _ _ - / tea- NR��- / _ - - - - -' Ex. Ce N37 1 II I , R1M CB .27 CIVIL ENGINEERING ASSOCIATES. INC. RIM C8 #26 37 INV. IN PO BOX 4B6 SHELBURNE, VT 05482 CHECK DAM;4j \ _ _.-y- _ - _ _ _ .) I I INV. IN=335.70 1 1 I I INV. OUT - STONE araesa4Ps rur aw ueemr ..D w.w.w.wm (TP) _ T / .,, - �- - -.�_ p / •T- 1 1 INV. OUT6335.5 II 111 -INV �4 I I, I 1 11 1 covrucet EN _ 1 DRABN ASEM — \ 111 EX. t5" HDPE FES I III'- = -'_ _ "_ - �.j-� - - f,�,CaQ 1, I IIII ACL INV.=338.97r--__ ---__ _ P,�N _ _ r- dae ', 1 III 1 - O•• pFt - INS L COIR WOLOG I SLOPE cxecxe.D _' J:LO• -is SNOW 1 PRO IN / _ SToxncE \ S MRARY MENT PROVIDE I AREA &T H p,I 9DEW 11 III 11 II DSIJI DSM OWNER. F. \ � � 1 ! 339 -� \ Oil TE � I i I _ x. ,� ___„--'-r-____ ECE I \ X ONSTRUC11ON a CURBi \1 1,11 / � I \ III I I \-- �/; _ - ____ ; / OO / \•'•� PARIEN:RANCE C SUMMER ICE \ \ ST�a GE ; _ _ CONCRETE�, SPACff ' JOINT VENTURE \ E II11 \ I AREWALL CRETE CURB I \ I I 1 I \ 1 _ RETAINING CON I I I I I I \ ___kPHA, - 1II ENCLO',B�D DUMPSTER I 1 11 1 I I 1 ArF'LIrANI _ \ PAR _ NG '. AREA ON rCONC. PAD DE C• Y I I \ I I I I cDNCRETE cuR• W i 11 GREENFIELD 1 DEFP 1 " \ \\ 1 •j'A1N TO ALLOW ' OOTTtt �- 1 1 *` . _ 5T A I WATER To ^ �o ON i �TWEGN PARKING! AREAS 1 \ 3411 ` I 'FRB TYPE 1 III CAPITAL LLC I \ I.R0.11 CI I a.... I IEX I ,I RIM= S3M3H JA Re CUREI93.-- `- CONCRETE I 'III1 341 VIN.331A OTV.•330.9 40 (I- I I I y^ 1/ ••-- -'-' ��, 1�i"^' _ _ ---- u, I I I1 IIN1 1 LOG! ".g SUPPLY -6WIDE COS N WA TH ALK CONTROL MATTING INC. 1 CB INLET I { PROTECTION _ 1 II h \�...: I LOT 10 I L -- ; 1 i+ i ME K f � ' 1 _ NEW gTORMWATER li II II ADOWLAND BUSINESS PAR i - pUMP STATION ----_ M SEPARATOR- SO ON a W CB/ SEP y----- Rtw-337.6 1 SOUTH BURLINGT p, P1-LASE Ij� , I L; HE faM.3374 - ,FlKlt GEs� i VERMONT I 1 I I I I PARK CESi .11� r 1 �. INV. (14•).333b L \ Y 3q-1 -'i 1\ gNSTALl AHOODEO aOTl.c` LA•OINO �pOK. .a SPA 1 I 11 I 1 1111 .!5SNOUT) 1 A 111 C COVER (�E � WT) CHECK DAM \ 1 • i \ �\\ \.\ BUILDING x �� v ` E _ 11 I Z I 11 III I N 1 1 -�/ ..�� IL�ING� _ RS EL 34'1.5 LgNCE 1 --. 1cO I I IIII \ I B F-. F- RACK LEGEND: AD D I TI ON___..< I m 1 4 SILT FENCE IJ - 1' SWALE HAS BEEN SILT FENCE �CTION X—X—X PROTECTION CB INLET 1 u I 1 11 ll 111 `--- --- -12" PVC I 11 II II II ® STONE CHECK DAM t-/ // INV..335.74 I III I IL- , r / '� 1 IIII EROSION CONTROL MATTING 1 / / 11 EX. CB 037A I I - DRARY SEDIMENT 111 RIM=338 57 151j µl COIR BIOLOC N 1q$��4q�1 / / 'I INV. IN.335 T�M �' ALK - - 35. V. 334.9 W /", I � INV. 6 I A dM11 IN . S. •• 1 I NEW 10 ;.., ....-^-- 1,, Ir, .- " 11 " HbPE I .___' •� �I I I \ I II F _ n - FOR ROOF DRAIN I I ',I Din cxecrio R.nviDr T-_ I 1 \ \ 1 I Y-•. I I n -._ _..___ ,. IN'V..337.0 / SNU�II \ _ 1 STORAGE 34U -- AREA I I IITCIII 1 0' STORAGE = r . , I - /IN HDPE I I O I I I 1 1 \'♦\ABINETS�-1 \ J°9\ ^' AREA I - MIV�3yBR — O` 1'.J9S `\ \\ ..1 , \ S3 "•F // \ \ � � � ' \ \ \ \ � `. I ._ . \ "✓ /y . ,�. 10-HDPERQOF DRANM31 I a- tff1� " , �•��_-'346---_. STONE CHECK DAM /\INSTALL SILT FENCE 1 1 (TYFJ ` .. A�FFTTEERR SWAIE HAS BEEN -ONE SWALE .WITH CONSTRUCRON / •� \\ \ p EROSION CONTROL. MATTING E. O l , i' , \ \ III OVERALL C N 9 1 wy EROSION - CONTROL AN O — - -- 1 k \.---------- - - L - - -- _- -.EXISTING REC, pAT 3 It 006 % M . r o 1 �C111 0• V O ENDI NO DRIVE 7 —� 06192 k PHASE (NOVEMBER 15, 2006) 1 1 INSTALL SILT FENCE 11 1 II 1 \ I I I N+sTAu EwNSTaucnoN uMITs FENCNC I / r—/fl INS LI SILT FENCE Milk, I — _ SITE ENGINEER: I I i PHASE II I (NOVEMBER 16-18, 2006) I I I CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX 485 SHELBURNE, VI OU92 � 1 1 1 ' /% f � —y .—F' I 1 1 I atses:re3 swr aozseerlr, wp:.w.or,noom DI- � ACL EX a�p+'...�I cacao D3AA DSM SILT FENCE I I!1 I �y OWNER: ` Yy 1 I �.`, — — / /r i \\ CONSIRIICTION 1 1 I IYy I I 3 • , ENT1111ANCEI SUMMER ICE JOINT VENTURE 11 ' INSTALL r FORC� MAIN '� ( ' I _ Ir APPLICANT: GREENFIELD 1 1 \ \ INSTALL ACCES FIRST I I 1 1\ \ 11 PRIOR TO BEGINNING I I I I \ \ FOUNDATION CONSTRUCTION I I I \ q CAPITAL, LLC V I INSTALL INTERCEPTOR 1 1 M ur, 1 F'Lo.I I(rT SWALE M7TN EROSION CONTROL / I ".. fH MATING CHANNEL BOTTOM I I 1 WST INLET 1 I 1 TECTION fi I �1 CONSTRUCTION LIMITS FENCING M I 1 II 1 I �*p 1 Sly dew t WA'CH��-------�� I \ ALL O'N'TTI�11 1EEEN""IB'^`E"D" A11E5 L � I 1 I •,� I NSTMLE.L� TEM I I VENT BA N r SILT FENCE r / •'IEIAPOR Y MENT 1 1 NISTALL DRASS / I\ INIED SWALE dC5 ONE M \ — o [>esna r 1 ti4 / / GRAPHIC SCALE GRAPHIC SCALE ( IN ILEf 1 / ( 01 ra? I / I W.h - SD 111. 1 IOch - BD ft. LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT EPSC PHASE I + II PLAN —1 Op1gN4 NUYDCN AUG.. 2006 - 30' C-5.1 06192 I - I SITE ENGINEER: PHASE III 'I I'I PHASE IV- (NOVEMBER 18 30, 2006) I I I I! I I (DEC. 1, 2006 MAY 1, 2007) I I I CIYIL ENGINEERING ASSOCIATES. INC. P.O. BOX M SHELBURNE, VT 054M F .w .- 1 /-� I I I 1'1 /� / 1 I } IT sot�[ee — FAX eoxseJsnr .w: ww.c..-w.<om gn / 11 �11j1 ;12 �rc.n�\ I111111_5131 —. ' 1 II ACL [.a iJJ --,f..i_I11 v:" in.a GSM � Iy APPROVCI DSM LT J a r I II�1 i I ✓` "/S ,'�\ - SIFEN}.E • I 1 I 1 t)_.\-. -� 1 — OWNER: s �� I \ SILT FENCE � • I 1 I� CONSTR>,1cnoN \ I I I1 I 1 - !"- / , \ \ I I1 II EXTEND STONE ACCESS \ 1 1 ENTRANCE • ; 1 I /— / / , \ CONSTRUCTION N]_ / TO BUILDING \ 1 I I \ 1 II ]"J /% ! \\ ENTRANCE I I 11\ i I SUMMER ICE JOINT VENTURE APPLII AN'I. V A CONSTRUCT FROST WALL I I \ V \ \ I'OUNDAnON SYSTEM AND NO EARTH DISTURBANCE I• I \ \ INSTALL 15' WIDE STONE I I \1 \ \ \\ WILL TAKE PLACE DURING/ I 1 I I TH� PERIOD. CONSTRUCTION I I I 1 GREENFIELD \ \ ST ILIZATION MAT AROUND I I I \ \ PERIMETER OF BUILDING 1 I 1\ I \ \ �'\OF E UILDING WILL CONTINUE. I I I 1 \ • I I I I T \ \\ \, � � '1`� I CAPITAL, LLC \\ \\ INTERCEPTOR 1 INSTALL CATCH BASIN I I wv°" I 1 \ H ]J WV w N 1 SWALE WITH EROSION CONTROL ! AND PUMP STAnOfj I -v]_nS \ \ INTERCEPTOR 1 IIP�Jr '''---��(((\\\ 1 «v o 1 SWALE WITH EROSION CONTROL / I • I wv. J�.[ I MATTING CHANNEL BOTTOM / I I I MATTING CHANNEL BOTTOM AI I I I I / LOGIC jCONSTRUCTION SUPPLY LIMITS FENCING / / ri: '�' 1 I I I CONSTRUCTION I 1 LIMITS FENCING / 1 I I Ipp II INC. 1 o1No // {�(�� 1 QQ uEDswA I ti E N I LOT 10 11�I I LIE SWA p I MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT EMP. I �tt EMP. i EDIMENT BA N I / , / r p l i EDIMEIIT BA rI MV-P[.]JS_I _- I / `\ I 1 \ \ SILT CEIf INS L-001 G IEMPORA Y IMENT 1 1 INSTALL EROSION CONTROL 1 / / I I MP Y IMENT 1 \ MATTING OR HEAVY MULCH-\y STONE / EkM 1 / I\ `��` 1 1 STONE / HkM Iv ON ALL DISTURBED CK DAM // i , , I\ \ l CHECK DAM IL L - - cArl¢Id�y - \ S w mow` -- ---- - - -—>—---- �� UTW TY TRENCHES - _------[----- -- - o _ ____ _ —E OJSJMN p[c. PAIN — — - --0— -/-- ® -% _ `-I.+ 4_4 J EPSC PHASE III + IV / PLAN , , GRAPHIC SCALE / GRAPHIC SCALEo °"" DPMINU nNPNY.x AUG.. 2006 � � •r'Au h 30 / IN ra3r -30' C-5.2 1 IJw- 90 fl' 1 Ineh _ PO0 ft ,NUJ, 06n�i. 192 v III I SITE ENGINEER: I 11 I 'll �I '� ' PHASE V 11I PHASE VI I 1 AV - (MAY 1- JUNE 1, 2007) I i I I (JUNE I- JUNE 15, 2007) I I I Il 1 CIVIL ENGINEERING ASSOGATFS, INC. I e I I �IQ I ® I I 1 P.O. BOX 405 SHELBURNE, I Dill INSTALL 15" STORM DRAIN- / / / // F /-T' 1 1 IT COIR BIOLOC / / ol./ ,c -�I / I I 11 AS TEMPORARY SEDIMENTG I (1 II /P/w.ysee:ii� >n11 BERM /r]w..t= •CAM[a� 1 11 11 corr+xpP. moo - .v,. uax>a uaPveo INSTALL DRAINAGE SWALE >'_ / I I I 111 1 DRAINAGE SWALE INSTALL CDR 810LOG REM STONE - / 1 NTH EROSION CONTROL AS TEMPORARY SEDIMENT /� I WITH EROSION CONTROL I 1 I oxANn --i,(AT71NC DN. E10TTOM , , - ye^ . - _BERM I I I s r _UAT tNG DN- 8®TTOM O ACL <"�--__--_ a II I+ 1�II _ <_ - _-_J;1'J1\'Rr�/' J-'ari'/ --_ .`�"'- g _ p 11 [TE CHI Mu pie Il 11111 =o- _ _ _ _ - __- �T DSM - - 370NE — - I I I ^PPPOVPO CHECK DAM_ DSM \\� / I „-1• % _ _ _ _ _ _ — i 1 — — \�'� \ 1 I I I I ,�� /�! _ �STON - - - — — WNER. CHECK SUMMER ICE . i II I\1 JOINT VENTURE T-CONSTRUO/T CONI S I l,l I / // \s, sP'••` \ I ! I rq \\ 1 \\ Cg15TRUCT PAR1ON6 L T / I / \\ ; — — \\ / I l I Al',I I, GREENFIELD I y I CAPITAL, LLC \ \ \ ODNSTRUCT I IE I JA \ \ , \ I I 10. q \ \ \ ANNNC WAIL \ I- \ \ Inw euN S3 I 1- I mv.lxiiiI, I V A / I I My M�i]r 1 J ftO]I:('7 vv00.. My M-�sl 1 \ / I a Mv. L \ \ / • I My -�e I ,cy�, INTERCEPTOR / 'y°, -11- s I I I 1 INTERCEPTOR �'+ SWAMATTING L*HOANNELCBONTR I� I I I SWALE WITH OSION CONTR I� / III ' 11 I LOGIC 1 I I MATTING HANNEL BOTT / 0' ' > 1 I SUPPLY CONSTRUCTION LIMITS FENCING / YARKrNET £ I I I I I / rA.ee w6-�' I I I I I 1 / Ezv ss•nccs) � I I 1 / / s srpc[s) I I INC. \ \ 1 I 1 I \ I \ 1 s t7•' , Cz �� I 1 I `\ I Y, ` •1 I rt GR SSILINEO I '\ II Y \ /'\ I 1 1,�� GR]!SS IL,INED I 1 I \ 1 ` + ,...` / I ' swA E N//ER �ID LOT 10 UILDI 1 ON MA H BI ioM N / I oN MA IN MEADOWLAND BUSINESS PARK "I I I I 1 _ ¢i _ ry II N e ToM SOUTH BURLINGTON \ 11 I t I CauPL£TE LANDSC NG AROUND \ 1 I . I I QI VERMONT 1 q 1 THE �UILDING AND SITE \ 1 1 I I MP Em 11 ED MEANT BA n I ' I J I \� fll ED MEAT BA X / I EX C 1 Mv- 31 1 I / I/ �° / f I I 1 I ��• y--- / I I I_ I 1 I I - 1 I v' �. :, / I I I -_ �\\ ,'Ma IY I 1 J I COMPLETEGRADES i�FgRN i �I I i I Y 1 / ELIMINATE SE BYASIN \ OVE SILT FEHc AFTER GRASS IS REMOVE STONE CHECK... s \\ \\ 11 1 I 1 \ 1 SILT FENCE / / ( I 11 I 1 \ SUFF1filITLYY ESTAIfUSHED ... vADAM ATFER SITE CD TEMIPtORA Y IMEN7 T\`.\,\ � 1 'I \I \ \� / A °+IEMPOR Y MENTI STONE / ERM ,/I\ - ��'\ l I 1 1 / •. I \ - \ CHECK DAM _. / / I \ .. , I 1 \ STONE / / / CHECK DAM / 7 NEC. PAm t '••. [sssa O--' „�,. �< % I PATY. CNEc%PO NEVINIOP --S 14 - I _r EPSC PHASE V + VI PLAN / GRAPHIC SCALE / PATr nx4r+nc xrnxrrr I GRAPHIC SCALE AUG.,2006 1 1 IN FEET IN J � R3I - 30' C R. 1 Ixah - 00 ( 1 Inah - 3 0 N. PPOI. Nn. 06192 Construction Stormwater Discharge The development of a new commercial building is to be permitted under the State of Vermont now Permit for Discharges of Stormwater from Construction Sites issued for this project. Parties associated with the Issuance and implementation of the requirements set forth in the Individual Permit and the details within this document Include: -State of Vermont Department of Environmental Conservation, Water Ouality Division (State) -State of Vermont Environmental Commission (Act 250) -On-Site Plan Coordinator (OSPC) £nvironmental Specialist (ES) independent Engineer (IE) -Site Owner (Owner) -Site Erosion Prevention and Sediment Control Plan Designer (EPSC Designer) -Owner's Builder/Contractor (Contractor) This permit has the goal of minimizing discharges of sediment -laden water from the site by Implementing appropriate best management practices (BMP's) during the development of each lot. The Contractor will be responsible for ensuring compliance with all construction stormwater permit conditione within the entire project construction area. This permit covers all earth disturbance activities to be undertaken between the period of April 16th and October let and shall be submitted to the Stale of Vermont Water Ouality Division 30 days prior to the commencement of work. Earth disturbance will be required for the period between October let and April 15th of the following year.This is a requestfor winter construction approval. The EPSC Designer shall make such modifications as recommended by the OSPC and ES depending on the status of completion of construction. Any revisions shall be submitted 30 days prior to the proposed winter activity for review and approval to: Mr. Matt DsWolfe Department of Environmental Conservation Water Quality Division 10 North Building 103 South Main Street Woterbury, Vermont 05671-0408 The request shall Include a Bits plan which will need to depict the proposed work areas, description of the proposed activity, why it needs to be done this time of year, the area of disturbance, and the means of satisfactorily stabilizing the site through the winter in preparation for Spring runoff. Groundwater Dewaterina If dewatering of trenches, pits or other excavations Is required during construction, the groundwater will be pumped to a suitable settling facility approved by the engineer and the VT DEC. Inspection Program The Inspection responsibilities of the Contractor and the On -Site Plan Coordinator (OSC) are outlined In the chart below: Feature Dally Weekly After Rain Event Storm Sewer Inlets C C, OSPC Silt Fence C C, OSPC Check Dams C C, OSPC Construction Fencing C, IE. ES C. OSPC Construction Entrance C. IE. ES C. OSPC Stabilized Areas C. IE, ES C, OSPC Sampling/Testing ES Report C OSPC ES C - Site Contractor Inspection and Repair OSPC - On -Site Coordinator, ES a Environmental Specialist CND S - The project area comprises the following molls as mopped by the Soil Conservation Service. _ Involved Erodabilty SYmbo1 Sall Grouo Sloasa Ana Factor VeB Vergennes Clay 2 to 6% 50% 0.49 CV Covington Silty Cloy 2 to 6% 50% 0.49 High Risk Areas and Areas of Special Attention Areas of high risk are generally associated with the disturbance of the upper profile of the native moils in association with the Initial clearing and mass earth excavation activities. Work upgradlent of existing wetlands, moll stream, stormwater collection basins and drain lines requires special attention due to the potential discharge of sediment-loden water directly to the receiving waters. EROSION AND SEDIMENT CONTROL STRATEGY- The following techniques are anticipated to be utilized as part of the erosion and sediment control program. The timing and use of each of the techniques is further defined within the Construction Phasing of the project. 1. Use rapidly germinating cover crops prior to seeding when the ground would otherwise be bore. 2. Include rapidly germinating grasses In the seed mixtures when they will not compromise the Integrity of the final product. 3. Utilize hydroseeding with mulch when feasible. 4. Utilize erosion control netting or blankets, with or without seed contained In them on slopes greater than 3:1. 5. Utilizing stabilization materials or sodding areas where runoff is rapid or concentrated. 6. Limiting traffic in the vicinity of streams and wetlands and Installing as law temporary crossings as possible. 7. Installing water bars (swale/berms) on slopes to and channels before It gains sufficient volume and momentum to cause scouring. 8. Using stone check dams, silt fences, sediment ponds and basins once the moll has begun to move. 9. Preserving existing trees and vegetation near and within buffer oreas until after the site has been stabilized. 10. Controlling dust by providing parking lots with prepared surfaces, limiting traffic In all possible ways, planting stockpiles with cover crops or protective blankets, using water trucks, refraining from cultivating and smoothing seedbeds until Immediately prior to seeding. it. Construct the stormwoter detention basin first and use it as a sediment basin during construction as on additional tool In protecting the water quality of the surrounding streams. 12. Water pumped from sediment basins will be required to be filtered and then polished Prior to discharge to waters of the State. Field Protocol - Areas of special concern will be reviewed with the Contractor prior to Initiating site clearing activities. These areas will be continually reviewed by the Contractor and the OSPC and any Issues will be Identified In the daily or weekly reports. All reports shall be distributed via a -mall to all parties in support of the efforts to address areas of concern In a timely manner. Best Management Practices - BMP's - Examples Include, but are not limited to: sediment fence, erosion control matting, seed, and mulch In accordance with the State of Vermont Erosion Prevention design documents. 1. Construction Staking A. The building area and parking area locations and construction limits are to be staked in the field by the Owners Licensed Surveyor. B. The remaining clearing and site disturbance limits shall be reviewed by the Environmental Specialist prior to Initiating any clearing. The Environmental Specialist shall designate specimen trees and critical vegetative cover along buffer ormos that are to remain during the Initial phases of construction. 2. Clearing - The clearing limits shall be demarcated In the field with continuous flagging. Construction fencing shall be Installed along the edges of any stream or wetland buffer areas adjacent to or on the lot. Prior to any timber being harvested and removed from the site, a construction entrance pod shall be installed of the entrance point to the project site. Chipping of branches and other woody material Is allowed but the material must be disposed of in an approved manner. 3. Inlet Protection - Ensure that BMP's are in place and functioning at catch basins, drainage swales, culvert inlets, and other areas as shown on the EPSC site plan. 4. Protection of Adjacent Sites - Install BMP's along the common lot line of adjacent sites. This would Include construction fencing to help avoid unintentional encroachment onto the adjacent property and silt fence when the adjacent lot Is downgradient of the construction site. 5. Protection of Construction Site - Prior to Initiating earthwork on the lot, surface runoff from areas upgradlent portions of the eonstruction site shall be diverted from the proposed areas of disturbance using diversion swales, structures, sand bogs, curbing, or other approved method. Protect steep exposed slopes from surface runoff by collecting runoff at the top of the slope and diverting It Into a stabilized conveyance, such as a slope drain or stabilized swale. 6. Grubbing A. Grubbing shall occur only after the erosion control measures around the downgradlent perimeter of the site has been established. Those locations shall be reviewed with the Environmental Specialist and Independent Engineer. Existing topsoil shall be retained and stockpiled on site for re -use. B. The Contractor shall remove all remaining woody material and tree stumps and dispose of them utilizing one or more of the following methods: 1. Burning, provided that permits are acquired from the State of Vermont Solid Waste Management Division and the City of South Burlington. If. Disposal on site within designated slope disposal areas only after on insignificant waste Disposal Permit is acquired. At these sites the following standards shall be met a. 3' separation to the seasonal high groundwater table. b. 100' separation to surface waters. e. Thorough mixing of soil and woody material to minimize future settlement. d. Covering with a minimum of four (4) feet of cover material. Ill. Chipping with on -site disposal In accordance with Item 5 or disposal off -site In accordance with State requirements. Iv. Disposal at a certified landfill facility. C. All grubbing of woody materials shall be completed to a depth of at least 12". D. The Contractor shall remove all medium to large stones and boulders present within the limits of disturbance including future drainage and Infrastructure improvements. 1. The larger boulders shall be moved for use in retoining walls. If. The smaller stones may be buried in predetermined disposal sites. 7. Soil Stockpiles A. The Contractor shall strip and stockpile as much as possible of the native topsoil for re -use during a later stage of the project. B. Each topsoil stockpile shall be placed in locations respective of existing environmental features of the site. Special consideration shall be made to maximize the distance (minimum 100') to the nearest water course. C. Each topsoil pile shall be surrounded on the downgradient side by a row of silt fence. D. Any topsoil pile which Is to remain In place for greater than 15 days shall be temporarily seeded with winter rye to preserve the Integrity and minimize the erosion of the soil constituents and release of soluble nutrients. E. The Contractor shall locate stockpiles on the uphill side of the disturbed areas, If possible. During windy conditions, stockpiled material shall be covered or watered appropriately to prevent wind erosion. 8. Earth Excavation/Groding A. Mass earth placement to create the building plateau shall commence only after all remaining EPSC measures depicted on the plans are installed. B. Surface water diversion BMP's shall employed at the high point of the site until the new drainage swale/hollow Is installed. C. The Contractor shall install berms across drainage collection areas as a means of reducing velocities and settling suspended soil material. D. Prior to any forecasted storm events, the Contractor shall prepare stormwater Interceptors across exposed elopes with runs in excess of 100'. The stormwater interceptor *wale shall be cut into the earth generally along the contour of the land with channel slopes not to exceed 2%. Runoff shall be diverted to vegetated buffers and then to surface water receptors such as sediment ponds. E. The Contractor shall also limit the soil disturbance and seeding application dates to between April 16th and September 15th. F. All exposed soils areas (not Including structural fill soils or stabilized stone areas) shall be protected prior to any forecasted rain event with mulch or erosion control matting. Pin matting with wire staples In accordance with the manufacturers recommendations to ensure full bonding with soil surface. G. Install atone check dams in grass -lined swales 50 feet on center to prevent silt from washing Into the drainage system during construction. Check dams are to be removed when vegetation is established. 9. Temporary Construction Entrance - Required for entrance and egress points from the site. 10. Planting Preparation, Seed, Sod Mulch, Germination, Maintenance A. The preparation of the topsoil for planting Includes final smoothing and removal of email stones. This work shall occur immediately prior to seeding/sodding so as to avoid exposure to erosion damage and to reduce the amount of dust generated as part of this process. B. Planting is to occur Immediately after the topsoil preparation with special caution being given to upcoming storm events that may displace the seed/sod. C. The planted areas shall be water regularly to protect the new plants but not over watered so as to cause excess runoff and erosion. D. All ditches that ore not stone -lined shall be topsolled, sodded and fertilized. Any area which shows signs of erosion shall be resodded or reseeded (as applicable) Immediately and maintained until permanent vegetation Is established. of E. Maintenance: 1. All erosion control measures shall be Inspected weekly and repaired and/or replaced as needed. 2. All erosion control measures shall be inspected after periods of heavy rain. 3. The stabilized rood entrance shall be top dressed with additional stone should the existing stone become clogged with sediment. 4. Hay or straw mulch is subject to wind action. Mulch, where permitted) may require anchoring as the weather conditions warrant. 11. Surface Stabilization - The following stabilization methods are required: A. Temporary stabilization - Straw mulch (during the earliest phases of the project) or erosion control matting placement is required on all non -contained disturbed areas prior to forcaeled rain events. B. Prior to any forecasted storm events. the Contractor shall prepare stormwoter Interceptors across exposed slopes with runs in excess of 100'. The stormwater Interceptor ewale shall be cut Into the earth generally along the contour of the land with channel slopes not to exceed 21G Runoff shall be diverted to vegetated buffers. C. Install atone check dams in drainage swales 50 feet on a center to prevent silt from washing Into the drainage system during construction. Check dame shall be removed when vegetation Is established. D. Control dust through the application of water. The exact number of applications and amount shall be based upon field and weather conditions. It shall be spread in such manner and by such devices that uniform distribution is attained over the entire area on which it Is ordered placed. E. Install crushed stone apron of at least 15' width around the perimeter of the building following backfill of the foundation walls. F. Install temporary (sacrificial) crushed atone on all access ways and loydown areas. These areas will be covered later with the roadway/perking lot base materials or with topsoil. G. Permanent Stabilization - Required of all surfaces at the completion of construction. The Contractor will install 3" topsoil, sod, seed (where permitted), fertilize, time, and mulch (seeded areas) the disturbed areas as soon as possible following completion of construction. 1. Use rapidly germinating cover crops prior to seeding when the ground would otherwise be bare. 2 Include rapidly germinating grasses in the seed mixtures when they will not compromise the Integrity of the final product. 3. Utilize hydroseeding with mulch when feasible. 4. Use sod where the available growing season is limited or where It is called out for on the plans. Permanent erosion control measures oleo Include the paved/grovel surfaces of the driveways and walkways. Culvert stone fill outfolle and grass swales along each side of the private driveway will control erosion and provide treatment and absorption of water. Owner/Contractor Responsibilities: 1. The Owner/Contractor (O/C) Is responsible for the on -going maintenance of all lot specific erosion prevention and sediment control devices and practices. Any subcontractor conducting earth disturbance activities on the project site shall review the EPSC plan and General Permit and shall complete an application and No with the State a request for Co-Permitlee status. 2. Periodic Inspections shall be performed In accordance with the above schedule to ensure that the erosion and sediment control measures are functioning as required. In addition to the standard periodic inspections, Inspections of all of the on -site systems shall be conducted after a rain event causing stormwater to leave the site. Any problems noted during these Inspections shall be corrected Immediately. 3. Once construction has commenced, the O/C is responsible for the maintenance of erosion and sediment control measures protecting nearby stormwater collection systems and water courses. It is critical that sediment not be allowed to Invade the receiving waters. 4. The temporary construction entrance provides a place for parking vehicles off-street and a spot where material eon be off-loaded. The Intent of the requirement is to provide a stable surface for parking vehicles where mud and debris is not likely to be tracked onto the street. Proper maintenance of the area is required until such time as a permanent driveway con be put Into place. 5. During the entire construction process, the O/C is responsible for ensuring that mud, dirt, rocks, and other debris are not allowed to erode or be tracked onto the street system by construction vehicles. Should any mud or other debris find Its way to the road system, the 0/C shall take Immediate steps to hove It removed. 6. Maintenance - Silt Fence A. Inspect sediment forces doily to ensure that construction activities have not Impacted their operability and after each rainfall event causing runoff from the site. B. Should the fabric of the sediment fence collapse, tear, decompose. or become ineffective, replace promptly. C. Remove the sediment deposits as necessary to provide adequate storage volume for the next rain event and to reduce pressure on the fence. Take core to avoid damaging or undermining the fence during clean -out. D. If the utilities are installed after BMP's have been put into place, the permit holder Is responsible for control of erosion and sediment during the construction process and for ensuring that all BMP devices ore re -Installed per the original design. On -Site Plan Coordinator Inspections 1. The OSPC will normally Inspect erosion prevention and sediment control measures In conjunction with routine Inspections. Inspections will ensure that proper placement and Installation of the erosion prevention and sediment control measures are In place. 2. The first Inspection will occur prior to clearing of the site to ensure that proper BMP's are In place, Including proper demarcation of the clearing limits, Installation of construction fencing along the stream/wetland buffer limits, and any other devices required to protect the receiving waters from sediment deposition during the clearing phase. 3. Prior to Initiating grubbing and mass earth excavation, the OSPC shall Inspect the site to ensure that the construction fencing, silt fence, construction entrance, and other required BMP's are In place. 4. The OSPC will conduct weekly Inspections and will prepare weekly reports which are to remain on -site until final stabilization Is oehelved. SITE ENGINEER: r F CIVIL ENGINEENNG ASSOCIATES INC. P.O. BOX4as SHELBURNE, vr 06M "-w =I - eraseerxrr w : w,w.___ orun Ai co.- DSM ♦PP - DSM OWNER SUMMER ICE JOINT VENTURE APPLICANT: G R E E N F IE L D CAPITAL, LLC PROJECT: LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT EPSC NARRATIVE n�rr. xexi„� snxm,< AUG,, 2006 s.r. AS SHOWN C-5.4 06192 E J SECTION 02150 - EROSION CONTROL PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. The work under this section Includes but is not limited to providing all labor, equipment and materials for the Installation of all required site related erosion control measures. If not otherwise directed on the plans, erosion control shall be in strict conformity with the latest revision of the "Vermont Handbook for Soil Erosion and Sediment Control on Constn,ctioa Sites". B. Related sections: 1. Section 02210 - Site Earthwork 2. Sectlon 02936 - Permanent Seeding 1.02 GENERAL NOTES A. The discharge of sediment laden water from the project site Is prohibited. All discharged water from d*wotwing operations Moll discharge Into a temporary sedimentation basin. B. Contractor Moll Install all erosion control measures as depicted on plans and details or as recommended by the Vermont Agency of Natural Resources, or Sell Conservation Service, prior to any construction. Contractor shall also be responsible for inspecting and maintaining all sm.ton control measures until project Is completed. C. Contractor Mall also limit the soil disturbance and seeding application dotes to between May let and October 15th. If soil disturbance occurs later than October 15th and prior to May let, winter erosion control measures will be necessary. Contractor Mall consult with the Engineer for additional site specific winter erosion control measures. D. All stockpile material (topsoil, borrow, etc.) will haw a hay bale dike or sgt fence constructed around the perimeter. Seed and mulch stockpiled material as soon as possible to prevent soli erosion and sedimentation off site. Locate stockpiles on the uphill side of the disturbed woes, if possible. During windy conditions, stockpiled material shall be covered or watered appropriately to prevent wind erosion. E. Slopes greater than 1:3 Mall haw @melon control netting Installed to stabllize the slope and reduce the erosion potential. Install netting over mulched slopes so that all part. are In contract with the soil and mulch. Pin netting with wire staples 3' o.c. to ensure full bonding with soil surface. F. Control dust through the application of calcium chloride or water. An average application of one pound of calcium chloride per square yard of exposed area should be considered far each treatment. The exact number of applications and amount of dust controller shall be based upon field and weather conditions. It Mall be spread In such manner and by such devices that uniform distribution Is attained over the entire area on which It le ordered placed. PART 2 - PRODUCTS 2.01 EROSION CONTROL NETTING A. Jute netting shall consist of undyed and unbleached yarn woven Into a uniform open plain weave mesh. 2.02 EROSION CONTROL MATTING A. Where required on the plans or where directed by the Engineer, erosion control blankets (matting) shall be North American Green C125BN far a-les, and SC1508N for slope stabilization, or approved equal, far all crew for permanent Installation, and C125 and SC150 where matting Is being used as temporary protection of disturbed sells until a final surface stabilization method is employed. 2.03 FILTER FABRIC A. When filler fabric is required, it shall conform to the requirements of Mirofi SDOX or approved equivalent. 2.04 CALCIUM CHLORIDE A. Calcium chloride shall conform to the requirements of AASHTO M 144. Either regular flake calcium chloride, Type 1 or concentrated flake, pallet or other granular calcium chloride, Type 2, may be used. 2.05 WATER A. All water used shall be clean and free of harmful amounts of all, salt, acids, alkalies, sugar, organic matter and other substances injurious to the finished product. plant life or the establishment of vegetation. 2.06 SEDIMENT WATTLES A. Sediment wattles shall be King Fibre Corporation milt trapper sediment wattles or approved equal. 2.07 POLYACRUMIDE A. Poiyacrumide (polymer) logs (blocks) shall be Applied Polymer Systems, Inc. floc log or approved equal. The type of floc log used shall be based upon a site specific testing of the native soils. 2.08 STONE CHECK DAMS A. Stone check dams should be constructed of 2 to 3 Inch stone. Hand or mechanical placement will be necessary to achieve complete coverage of the ditch or swale and to ensure that the center of the dam Is lower than the edges. The maximum contributing drainage area from any one check dam Moll not exceed two acres. See the detail drawing located at the back of this section far the proper Installation of stone check dams. PART 3 - EXECUTION 3.01 HAY BALE CHECK DAM AND INLET PROTECTION A. Hay bales shall not be used to construct check dams or as a means of Inlet protection. 3.02 SILT FENCES A. The silt fences shall be constructed in accordance with the construction detail. The fence shill generally be placed 10 feet from the toe of the slope or as shown on the plans. The ends of the fence shall be placed uphill to form a horseshoe shape to trap all runoff. B. The sill fences shall be inspected periodically for damage or build-up of sediments. All damaged fences shall be repaired or replaced. Sediment deposits shall be removed from the fence on they build up and be placed In an area where there is no danger of further erosion. 3.03 EROSION MATTING A. Erosion matting shall be placed on all grass -lined ditches with profile grades exceeding 5.0% and all other areas called out on the plane, and shall be placed and maintained In accordance with the Vermont Agency of Transportation Standard Specifications Sections 654 and 755.07. 3.04 RESTORATION A. As soon as construction Is completed In a given area, It shall be topsolled, seeded, fertilized and mulched as apeclfied in Section 02936 - Permanent Seeding. 3.05 STABILIZED ROAD ENTRANCE A. A stabilized pad of crushed stone located at any point where traffic will be entering or leaving the construction site to or from a public right-of-way or street or as shown on the drawings shall be constructed for the purpose of preventing the tracking of sediment onto public rights-of-woy. B. Design Criteria: 1. Use 1.5 to 2.5 Inch stone. 2. Use 8 Inch layer of atone. 3. Stone pod shell be full width of entrance. 4. Minimum length shall be 50 feet. 3.06 GRASS -LINED DITCHES A. NI ditches that are not stone-Ilned shall be topeolled, seeded, fertilized end mulched. Any area which shows signs of erosion shall be reseeded Immediately and maintained until permanent vegetation is established. 3.07 MAINTENANCE A. All erosion control measure* shall be Inspected daily and repaired and/or replaced as needed. B. All erosion control meosurea shall be inspected after periods of heavy roln. C. The stabilized rood entrance shall be top dressed with additional stone should the existing stone became clogged with sediment. D. May or *craw mulch is subject to wind action. Mulch may require anchoring oil the weather conditions warrant. 3.08 STONE CHECK DAMS A. The drainage area of the ditch or awale being protected should not exceed 10 acres. B. The drainage area to any check dam shall not exceed 2 acres. C. The maximum height of the check dam should be 2 feet. The center of the check dam must be at least 6 inches lower than the outer edges. The maximum spacing between the dame should be such that the too of the upstream dam is at the same slewtlon as the top of the downstream dam. 0. Check dame should be installed before runoff Is directed to the swale or drainage ditch. 3.09 DEWATERING METHODS A. All dowate tng methods associated with this project we to be approved by the VT DEC and the engineer prior to use. END OF SECTION 02150 SECTION D2936 - PERMANENT SEEDING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Furnishing all labor, materials, and equipment to complete all seeding work as shown on the drawings and specified herein. 2. Except where otherwise shown or specified, the Contractor shall seed oil areas where new contours are shown on the drawings and all areas where existing ground cover has been disturbed by the Contractor's operations. B. All work and materials of this Section shall conform to the applicable requirements of the VAOT Standard Specifications, Division 600. 1.02 SUBMITTALS A. Provide the following for approval prior to delivery to the site: 1. Supplier's Certificate of Complionce attesting that lime, fertilizer and sod meet the requirements specified. 2. The Contractor shall provide representative topsoil samples for testing and approval, deliver samples to a public extension service agency testing laboratory, have testing report sent directly to the Landscape Architect and pay all costs. Testing shall report on mechwlcol and chemical (pH soluble salts) analysis. Report shall be submitted at twat one month before any looming is to be done. 1.03 SEEDING SEASONS A. Seeding and initial fertilizing Moll be done between April 1 and June 1, between August 15 and October 15, or as permitted. Seeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. If seeding le done during July or August, additional mulch material may be required by the Engineer. PART 2 - PRODUCTS 2.01 LIME A. Lima shall be standard, ground dolomite limestone. agricultural grade, containing a minimum of 95% of calcium and magnesium carbonates. 100% shall pass the 10 mesh sieve: minimum 90X shall pass the 20 mesh slave; minimum 40% shall pass the 100 mesh slew. 2.02 FERTILIZER A. Fertilizer shall be commercial grade granular fertilizer a. required fa .oil conditions as specified In Section 643 of the VAOT Standard Specifications. The fertilizer shall be delivered to the project In new, clean, seated containers which bear a lobe) fully describing the contents, the chemical analysis of each nutrient, the fertilizer grade, the net bulk, the brand and the name and address of the manufacturer. The fertilizer and labels shall conform to all existing Slate and Federal regulations, and shall meet the standards of the Association of Official Agricultural Chemist.. 2.03 GRASS SEED A. Provide fresh, clean, new -crop seed of the gross species, proporllons and minimum percentages of purity, germination and maximum percentage of woad seed as follows: I. Park seed shall normally be used on loam woos. This seed mixture shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Creeping Red Foscue 96% 85% 40 Perennial Ryegmss 98% 90% 50 Kentucky Bluegrass 97% 85% 25 Redtop 95% 80% 5 TOTAL - 120 2. Slope seed shall normally be used far all slope work, usually 3:1 or steeper and shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbe/Acre Creeping Red Fescue 96X 85% 35 Perennial Ryegross 98% 90% 30 R.dlop 95% 80% 5 Alslke Clover 97% BOX 5 Birdefoot Trefoil 98% BO% 5 TOTAL a 80 3. Shade seed shall normally be used in shaded areas In or along the edge of wooded areas. This seed mixture Mall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Le/Acre Creeping Red Feecue 95% 80% 30 Tall Fescue 96% 80% 20 Crownwtch 95% 80% 30 TOTAL - BO B. The seed mixture shall be delivered in new, clean, sealed containers. Labels and contents shall conform to all Stale and Federal regulations. Seed shall be subject to the testing provisions of the Association of Official Seed Analysts. C. Seed that has become wet, moldy, or otherwise damaged will be rejected. 2.04 MULCH A. Mulch must be Installed an all seeded areas. The following mulches are acceptable for use. 1. Hay mulch free of weeds and coarse matter at a role of 90 pounds per 1,000 square feel. 2. Wood fiber applied In a slurry (1/6" or longer) at a rate of 40 pounds per 1,000 square feet. 2.05 WATER A. All water used shall be obtained from fresh water sources and shall be free from injurious chemical and other toxic substances harmful to plant life. No water which Is brackish will be permitted at any time. The Contractor Mall Identify to the Engineer all sources of water at local two weeks prior to use. The Engineer, at his dbcr.tlon, may take samples of the water at the source or from the tank at any time and hove a laboratory test the samples for chemical and soline content. The Contractor shall not use any water from any source which Is disapproved by the Englne*r following such tests. PART 3 - EXECUTION 3.01 PREPARATION A. Examine finish surfaces and grades. Do not start seeding work until unsatisfactory conditlono are corrected. Perform seeding work only after planting and other work affecting ground surface has been completed. B. Notify Landscape Architect at least swan (7) working days prior to starting seeding C. Prepare areas immediately prior to sseding as follows: 1.os Loosen soil of seed areas to a minimum depth of 4". 2. Remove stones over 1" In any diameter and sticks. roots, rubbish and extraneous matter. 3. Remove existing weeds and grapes by pulling or tilling under. 4. Grade areas to be seeded to a smooth, bee draining even surface with a too.., moderately coarse texture. 5. Remove ridges and fill depression. as required to drain. 6. Restore prepared areas if eroded or disturbed prior to seeding. 3.02 SEEDING CONDITIONS A. Seeding shall not be dons when the ground is frozen, snow covered, muddy, or In any other unsatisfactory condition far planting. No seeding operations shall be conducted under adverse weather conditions or when sell moisture conditions are unfavorable (too wet or too dry) or when winds exceed 5 MPH. B. Construction methods shall be those established as agronomically acceptable and fewlbl.. The Contractor shall keep all equipment and vehicular and pedestrian traffic off areas that haw been seeded to prevent excessive compaction and damage to young plants. More such compaction has occurred, the Contractor shall rework the soil to make a suitable seed bed; than reseed and mulch such areas with the full amounts of the spsalned materials, at no extra expense to the Owner. C. Surface and seepage water Mould be drained or diverted from the site to prevent drowning or winter killing of the plants. 0. All areas and parts of areas which fail to show a uniform stand of grass for any reason whatsoever Mall be reseeded, and such areas and parts of areas shall be seeded repeatedly until all areas ors covered with a satisfactory growth of gross. E. Watering is considered a necessary element for establishment and survival. F. Where ryegross has been planted for temporary erosion control and ham not been eliminated prior to the completion of the work, such areas shall be dbc.d at least 3 Inches deep and seeded to permanent grasses to prevent the ryagrass from reseeding and becoming competitive with and retarding development of the permanent cover. 3.02 SEEDING A. Lime and fertilizer should be applied prior to or at the time of seeding and Incorporated Into the soil. Kinds and amounts of lime and fertilizer should be based on an evaluation of soil tests. When o soil test is not available, the following minimum amounts should be applied: Agricultural limestone, 2 two par acre or 100 lbs. per 1,000 square feet. Nitrogen (N), 50 Ibe. per acre or 1.1 Ibe. par 1,000 square feet. Phosphate (P205), 100 the. per acre or 2.2 the. per 1,000 square feet. Potash (K20), 100 Ibe. per acre or 2.2 tine. per 1.000 square feet. (Note: This is the equivalent of 500 lbs. per acre of 10-20-20 fertilizer or 1,000 lbs. par acre 5-10-10). B. Seed should be spread uniformly by the method most appropriate far the site. Methods Include broadcasting and hydroseeding a. follows: 1, Broadcasting: Sow seed using mechanical spreader at a rate of 4 lbs./1,000 square feet. Distribute seed evenly over entire area by sowing equal quantity In tow directions at right angles to each other. Rake seed lightly Into top 1/8" of topsoil, roll lightly and water with o fine spray. 2. Hydroeeeding: Mix specified seed, fertilize and pulverize mulch in water, using equipment specifically designed far hydroseed application. Continue mixing until uniformly blended Into homogenous slurry suitable for hydraulic application. Apply slurry uniformly to all area. to be seeded. Rate of application as required to obtain specified seed towing rote. 3.03 MULCHING A. Mulch materials shall be spread uniformly by hand or machine at a rate of two 50 lb, bales per 1,000 *qua,* feet. B. Organic Mulch Anchoring - Straw or hay mulch must be anchored Immediately after spreading to prevent wind blowing. 3.04 MAINTENANCE A. The maintenance period shall begin Immediately after seeding and shall continue until acceptance. B. All mulches must be Inspected periodically, In particular after rolnstorms, to check for rill ereelon. Where erosion is observed, additional mulch shall be applied. Net should be Inspected alter rainstorms for dislocation a failure. If washouts or breakage occur, reinstall net as n*ca*eery after repairing damage to the slope. Inspections should lake place until grosses are firmly established. Grasses shall not be considered established until a ground cover is achieved which Is mature enough to control soil erosion and to survive severe weather conditions. Where mulch Is used In conjunction with ornamental plantings, Inspect periodically throughout the year to determine If mulch is maintaining coverage of the soil surface; repair as needed. C. Seeding areas shall be protected and maintained by watering, reseeding, mowing, weeding, rolling, Insect or disease control measures, re -fertilizing and repair of washout. which are necessary. 0. The Contractor shall maintain oil seeded areas until full vegetation is established. E. All seeded area. shall be kept free from weeds and debri., such as stones, cables, baling wire, and all slopes 4:1 or lees (flatter) and level turf shalt be mowed In the following manner: 1. When gross reaches a height of 4-6", mow to a height of 3". 2. At least two cuttings shall be made prior to final acceptance. F. Following mowing, all permanent seeding gross areas (mowed and unmoved) shall receive a uniform application of slow release fertilizer hydraulically placed at the rate of 10 pounds per 100 square feet. 3.05 ACCEPTANCE A. inspection to determine acceptance of seeded areas will be made by the Landscape Architect, upon Contractor's written request. 1. Provide notification at least ten (10) working days before requested Inspection date. B. Seeded areas will be acceptable provided all Installation and maintenance requirements hove been complied with and a healthy uniform lawn is established. C. Upon acceptance, the Owner will assume maintenance. 3.06 WARRANTY A. All seeded areas will be warranted far a period of twat" months from dote of Owner's acceptance. Should any seeded areas fall to maintain full vegetation, failed areas will be refurbished until this specification is achieved at the cost of the Contractor. END OF SECTION 02936 SITE ENGINEER: r CIVIL ENGINEEYING ASSOCIATES, INC, P.O. BOX 485 SHELBURNE, VT 05M svz-sasaaza FAX. eoaeesnn sob: www.urw.wm ACL DSM AV PHOVEf. DSM OWNI;Ii- SUMMER ICE JOINT VENTURE GREENFIELD CAPITAL, LLC PIIIIJK('T' LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT EPSC SPECIFICATIONS -1 ON�xlry '. v,iuu,� AUG., 2006 erAlt NONE C-5.5 P*al. nn. 06192 POSTS 1. SET POSTS AND EXCAVATE A 4"X8" ANGLE 10'A TRENCH, SET POST UPSLOPE FOR DOWNSLOPE. STABILITY AND SELF CLEANING 12" MIN 3. ATTACH FILTER FABRIC TO THE WIRE FENCING F, AND EXTEND 17 TO FABRIC THE TRENCH. IF 2. STAPLE THE WIRE MESH FENCING TO :47 (WHEN USING FENCING) 4. STAPLE THE WIRE MESH FENCING TO END POSTS. (WHEN _PAG USING MESH FENCING) BACKFILL �I SILT FENCE CONSTRUC11ON DETAIL RT,S 6" X 6' 14.5 GA. WIRE MESH 30' HIBU GH AND RIED 6' BELOW GRADE, HOOKED TO STEEL STAKES (WIRE MESH CAN BE ELIMINATED FOR FENCE 24' OR LOWER) FILTER FABRIC CUPPED OR POST WIRED TO MESH. TO BE MIRAFI IOONS OR APPROVED EQUAL ( FENCE NEWT 31' 30' 24' MIN I �.k" POST 2 v W000 S' 2.5' SPACING MCTAL PO51 1010' YYY 4 v 4 W000 10' 10' a 24' J. FILTER FABRIC TO BE CLIPPED, BACKFILLED AND TAMPED 8' BELOW GRADE STEEL OR WOOD STAKES SEE CHART AT RIGHT 1. NSTALL SL1 FENCES AT TOES OF UWTIOTCIFD SLOPES AND AS PMIALLfl TO Co T.. AS POSSIBLE. C BW NE [NOS a THE FENS W NTO THE SIP AEMOVL SEDIMENT WHEN XC IATED To HALF THE HUTAIT OF THE FCNCF. CONTRACTOR SHALL INSTALL SILT FENCES AT THE TOE OF ALL FILED a UwKFECTD XOPES CREATED DATING CONSIRUCTW, NOT HICESSARAY REFLECTED ON THE FINAL BANS. SILT FENCES AME TO BE MAINTAINED UNTIL SI.OPES AAE SIANUZEU. 2 WOVEN ME FENCE TO BE FASTENED SECURELY TO POSTS NTH ME TIES IOU STAPLES. 3 FETOi CLOTH To BE FASTENED SECURELY TO WOVDI XANE FENCE NM TIES SPACED EVTAY 2e AT Ta, MET SECTION, AND BOTTOM. 4. MIEN TWO SECTONS a FRIER MON AIXION EACH OTHER. THEY SHALL BE OWHLAPPED BY B'. TOUTED AND STAPLED, SILT FENCE DETAIL N.T.S. ACRES ECRC 1 _g "s Incorrect - Do Not layout "perimeter Correct - Install J-hooks control" silt fences along property lines. All sediment laden runoff will concentrote and overwhelm the system. 0 ING _I 0,J ACRC\_vA 0' Discreet segments of silt fence, instolled with J-hooks or 'smiles' will he much more effective SILT FENCE PLACEMENT FOR PERIMETER CONTROL_ N.T.S. OVERLAP 6" (150mm) MIN/MUM i 4 EXCAVATE CHANNEL - \ 4N rO DESIGN GRADE AND CROSS SECTON ya � ! ; DESIGN DEPTH ' Ok£RCUT CH 4NNEL IONCI7UDIN4C /.. 2" (SOmm) 7O ALLOW I I N ANCHOR TRENCH BULK/NCI DUR/NCI SEEDBfD� PREPARATION t• TYP/CAL /NS7:ILLA7701V0WAH `• LrAM�V EROSION CONTROL\ //\�REINFORCEMENTUAM TS INTERMITTENT CHECK BLOT LONGITUDINAL ANCHOR TRENCH SHINGLE -LAP SPLICED ENDS OR BEGIN NEW ROLL IN AN INTERAII7TENr CHECK SLOT PREPARE SOIL AND APPLY if 3 SEED BEFORE INSTALLING 14 4 BLANKETS AH7S OR 07HER n SEMPORARY CHANNEL LINER F.I.+ a+ + + u + ++++ ++H+ +*++ + + #+4H + {++ $ NOTES 1. DESIGN k£LOCIRES £XCfEaNG 2 FT/SEC (0.5,n/sac) REOUIRE 7FMPORARY BIANKE7S ANrS OR SAYILAR LINERS TO PROTECT SEED AND SOIL UN7K kF0E7A7/ON BECOMES ESTABLISHED. 2. GRASS -LINED CHA4NNELS W/rH DESIGN WEZOCIr7E5 EXCEEDO✓G 6 FT/SfC (2m/se1) SHOULD INCLUDE 7URF REINFORCEMENT MATS. wood PO'• I GRASS —LINED CHANNEL TYPICAL INSTALLATION N.T.S. FILTER FABRIC ---FLOW EXISTING GRADE 18" �NAIIVE MATERIAL 6" M BACKFILL SILT FENCE DETAIL N.T.S. TRENCH �OFROCK DOWNSTREAM BOWLINE SLOPE OF STRUCTURE (FO/m) 0.35 0.30 0.25 0.20 0.15 0.10 MAXIMUM WATER pEPTII OVER ROCKS3 30 . Je _ 4/ SO _ Be 100 NOTE: MAXIMUM CONTRIBUTING DRAINAGE AREA PER CHECK DAM - 2 ACRES END POSTS 'A' MUST K WOOER 0.55 m/m OR FLATTER MAN NE ROW LWE PCNT ROW LNE SWPE i•� Tsmm (3 calwsE RocK A - A _ FLOW IT It MAXIMUM) SET N wNM. OCPM OF COURSE Ilan TO 4s,,N RACED Iry __1ANNEL (Qs To t.s IT.) Row LINE IS T (Ors II.) o m!"IENCE POCK FRENCH (� Y. MI —)MI—)) MCNCN BEK raw PrAw 1!M EXISTING T GROUND EROSION CONTROL MATTING IN TOPSOIL DITCHES ./PROFILE GRADES EXCEEDING 5X. STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS LINED DITCH N.T.S. CENTER BAGS OF SECOND LAYER OVER JOINT$ BETWEEN BAGS OF FIRST LAYER SANDBAGS FILLED WITH J PLAN h" TO -" STONE GRAVEL -FILLED SANDBAGS, PACKED TIGHTLY TOGETHER MIN, 12" ABOVE GRADE GROUND PAVEMENT SURFACE CROSS-SECTION CATCH BASIN INLET PROTECTION N. I.S. PLAQ DOw MEAM STRUCTURE SUCH MAT P NT'B' IS APPTIOWYATLY LEVEL NM ME LOWEST OROVND E1EVA11ON OF ME UFSTNCAM sTRUCTWIE STONE CHECK DAM STRUCTURE N. T. S. MINIMUM 1"0 ROCK PLACED AROUND AND r PLACE FILTER FABRIIC TO THE TOP OF / BETWEEN INLET GRATE CONCRETE BLOCKS AND FRAME :.:•:••.i� .•%.•..: PLAN CONCRETE BLOCKS PLACED AROUND CATCH BASIN WINE SCREEN / 0,5" OPENINGS PLACED AROUND j CONCRETE BLOCKS ) CONCRETE BLOCKS STACKED 1 CR 2 YERS HIGH PLACED AROUND CABASIN MINIMUM 1"e ROCK PLACED AROUND AND ( I WIRE SCREEN w/ OPENINGS ,, .r. _.-_r TO THE TOP OF L J CONCRETE BLOCKS i, PLACEDAROUND CONCRETE BLOCKS I( llII GROUND CROSS-SECTION AN ACCEPTABLE OPTION IS - TO CREATE A 2' DEEP X 4' WIDE BASIN BELOW THE INVERT CATCH BASIN OF THE CATCH BASIN INLET PROTECTION (WITH CONC. BLOCKS) N.T.S. SITE ENGINEER: 14 JL CIVIL ENGINEERING ASSOCIATES. INC, P.O. BOX 485 SHELBURNE, VT M482 B02,00-=0 FAA B02LB62211 r : www.c'FTN Lnrnlctlr - xn ueamaP Daeery ACL CHECKED DSM APPROVED DSM OWNER SUMMER ICE JOINT VENTURE GREENFIELD CAPITAL, LLC PROJECT. LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT EPSC DETAILS UATP. NAEINC NIItlBl:It AUG., 2006 SCALE AS SHOWN C-5.6 Paul N11 III 06192 r OF SIDEWALK SACKS TO ONTO CURB ONERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2X 2� GREATER CATCH SAS/N I 17 ROAOWAY\� -CU BACK LOF CURB �\/iC\j�//��11'11 ] RIC SECTION A — A RUNOFF_ \\ NOTE // STRAW BALES SANDBAGS, SPILLWAY USE SANDBAGS• STRAW 84LES OR CON I/N[/OUS BERM OF OR OTHER APPROVED METHODS RUNOFF SPILLWAY £O[//✓ALENT HEIGHT TO CFGWNEL/ZE RUNOFF TO BASIN AS REQUIRED. SUPPLY WATER TO WASH WHEELS /F NECESSARY ,1�) . I a I I GRAVEL RDLLED SANDBAGS ti0 ff'm STACKED TIGHTLY �• PLAN VIEN o A AOO A ? =3' /50-75m MIN . COURSE ACCREG4 ) .VOTES...VOTES..M/N 6" (150--) THICK 3. 6 m I O ,. 1. PLACE CURB rYP£ SEDIMENT 84RRIERS ON GENTLY SLOP/NG' STREET SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. ° 2 SANDBAGS OF ETTHER SURUP OR WOVEN 'GE07EXTTLE' FABRIC; ARE FILLED W/7H GRAVEL, LAYERED ANO PACKED TIGHTLY.'VERSION RIDGE J. LEAVE A ONE SANDS46 GAP /N 7HE TOP ROW TO PROIADE A SPILLWAY FOR OVERFZOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. 50' (15 m) MIN. --� SEDMENr ANO GRAVEL MUST BE REMOVED FROM 7NE rRAV£LED WAY PLAN IMMED14rfL Y. NOTES' 1. INC ENTRANCE SFNLL BE IM41NTAINED /N A CONDITION THAT WILL PREVENr TRACKING OR FLOWING OF SEDIMENT ON70 PUBLIC RIGHT-OF-WAYS THIS MAY REOUIRE TOP ORE551NC, REPAIR ANO/OR CLEAN OUT OF ANY MEASURES USED CURB & GUTTER SEDIMENT BARRIER TO Pw SEDIMENT. _ 2. WHEN NECESSARY, WHEELS SHALL BE N.T.S. CLEANED PRIOR RI R TO ENTRANCE ONTO PUBLIC TEMPORARY J *HEN WASHING /S REOU/REO, IT SHALL BE GRAVEL SO�E(T�� ESSINTO AV �PO� SHED CONSTRUCTION SEDIMENT TRAP OR SEDIMENT 64S/N. .ENTRANCE/EXIT TEMPORARY GRAVEL 3 CONSTRUCTION ENTRANCE EXIT C-6-4A N.T.S. COIR BIOLOOS WO STAKE FLO\1A• •. ` TAKE TO BE PLACE AT OF SLOPE, BOTH SIDES COIRB_IOLOG- DETAILS N.T.S. STAKE STAKE TO ONLY (RATE NETTING, :OIR MATERIAL MATS/BLANKETS SHOULD BE INSTALLED ✓ERT/CALLY DOWNSLOFE. i ISOMETRIC VIEW \% TYPICAL SLOPE SOIL STABILIZATION NOTES 1. SLOPE SURFACE SHALL BE FREE OF ROCKS CLODS, STICKS ANO GRASS MA751 BLANKETS SMALL NAVE GOOD SOIL CONrACT. 2 APPLY PERMANENr SEEDING BEFORE PLACING BLANKETS. J LAY BLANKE75 LOOSELY AND STAKE OR SrAPLE TO MAINTAIN DIRECT CONTACT 017H THE SOIL. DO Nor srRE7CH. 4NNEL. TTOM SUM i CULVERT EROSION BLANKETS & TURF REINFORCEMENT MATS SLOPE INSTALLATION N.T.S. A+� �5 rA„ STABILIZATION FABRIC— MIRAFI 50OX OR A APPROVED EQUAL TEMPORARY SEEDING h MULCH OR NETTING SILT FENCE OR HAY BALES INSTALLED ON DONNGRADIENT SIDE TEMPORARY STOCKPILE DETAIL N.T.S. SITE. ENGINEER: —01 � CIVIL ENGINEEIIING ASSOCIATES, INC. P.O. BOX 483 SHELBURNE, VT WW2 Naasasrs Aar: em.ueo-vn nen: +w.•.a...s.cam corvRlewr - Au vaxss lueemen D"ww ACL DSM APFRaVt'.0 DSM OW1'FV' SUMMER ICE JOINT VENTURE APPLICANT - GREENFIELD CAPITAL, LLC IIWME(l LOGIC SUPPLY 1 EXISTING INC. (MIN. IB" TO 1'-0" 711 SEE GRADING -_ SEE CRAp INf, AN -_ .- ._ -RAN _ _.. _ _ LOT 10 �I MEADOWLAND BUSINESS PARK To BE USED PRIMARILY SOUTH BURLINGTON VIHERF. SLOPE EXCEEDS SZ VERMONT STONE FILL STABILIZATION TYPE I, i'-0" THICK MIN, FABRIC TYPE II, 1'-0" THICK MIN. STONE LINED DITCH N.T.S. — CULVERT h END SECTION 1.5' TYPE II STONE FILL (1'-0" MIN. 1 TYPE II STONE THICKNESS) 3 2 3' FILL 0' MIN. B• THICKNESS) `-- 6" BANK RUN GRAVEL A —A -PLUNGE-POOL __DETAIL N.T.S. . xrvrvlon EPSC DETAILS AUG., 2006 SCALE AS SHOWN I. -I N0. 06192 �u. ivc nvveen C-571 MATCH DITCH CULVERT & END SECTION SECTION A -A TYPE It STONE FILL A It STONE a 7E MIN. Zi CKNESS) CULVERT END SECTION A STABILIZATION FABRIC CONTINUE STONE MIRAFI 500X OR FILL IF REQUIRED APPROVED EQUAL END SECTION DETAIL N. T.S. EXISTING GROUND .. I - ___ I__________�— tPZ t " EROSION CONTROL MATTING IN TOPSOIL DITCHES ./PROFILE GRADES EXCEEDING 57G. STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS LINED DITCH N.T.S. GRATE COVER SET FRAME ON GRA FLANGED FRAME FULL MCRA ORTAR BED (TW.) FINISH FLOOR ADJUST TO GRADE WITH ' PRECAST RISER SECTIONS 12" MAX. WATERTIGHT JOINT USING 1" NEMA { MIN. MOTH FLEXIBLE GASKET I ',-- I I/{"� WEEP HOLE JUNCTIO (SEAL E%IERIpt JOINTS AND F'--A'= 80% LIFT HOLES w/MCN SHRINK GROUT) GATE VALVE SNOUT HOPE PRECAST CONCRETE — 4 WATER ( I I.. ./MONOLITHIC BASE . . SIDEWALK WIDTH AS SHOWN ON PLANS 5" CONCRETE SIDEWALK B. B" GRAVEL SUBBASE L B•• UNDI57URBED SOIL OR APPROVED COMPACTED GRANULAR FILL NOTES: 1. EXPANSION JOINTS SHALL BE PLACED AT THE FACE OF THE BUILDING AND ALONG THE EDGE OF THE CURB. 2. THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL SIDEWALK DETAIL N.T.S. 3 1/4" BITUMINOUS CONCRETE PAVEMENT: 1 1/4" TYPE IV FINISH COURSE 2" TYPE It BASE COURSE '12 BANK RUN GRAVEL AOT SPEC ]04.01 `Z—COMPACTED SUBGRADE—� STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL TYPICAL ROADWAY SECTION N.T.S. 4 114" BITUMINOUS CONCRETE PAVEMENT: 1 1/4" TYPE IV FINISH COURSE 3- TYPE 11 BASE COURSE ° r o 12 GRUSHEO GRAVEL no 12" BANK RUN GRAVEL A01 SPEC. 704.04 COVER -RAME k E C OR EOUAL u _--COMPACTED SUBGRADE—` D MEET FINISH GRADE. St \- STABILIZATION FABRIC MIRAFI OOP SLAB 50OX OR APPROVED EQUAL TO CATCH BASIN \—CONTINUE CABLE IN CONDUIT TO NEAREST BASEMENT WALL YMERE A CONTROL PANEL AND ALARM SHOULD BE MOUNTED. AUDIO k VISUAL ALARMS SHALL BE PROVIDED POLYPROPYLENE MANHOLE —�" STEPS O B" O.C. CHECK VALVE ---ALARM FLOAT MDF ANGLE 6' MERCURY SNATCH 12" -SET PUMPING CYCLE AT 100 GALLONS 12 EXPLOSION PROOF PUMP HYDROMATIC SK60 OR APPROVED EOUAL AG B' MIN. CRUSHED PRECAST MANHOLE STRUCTURES` SHALL CONFORM TO ASTM SPEC. C478 (LATEST EDITION). OIL/GRIT INTERCEPTOR MH W/ DISCHARGE PUMP LOADING DOCK STORMWATER MANAGEMENT DETAIL N.T.S. TYPICAL ROADWAY SECTION N. T. S. The "SNOUT" OII.O.bdo flop tov -%, C.I4h B..Ire awn Iy.aO, rN«, .Ira...a prd resew, AmI.Nh•hun davka Pnw.l. wnbmN«na nwn e.l„4 a,an 4wm.nww Anoene+ to wan lMlll waa war wY ww o11. pn,��..i�m..Xa.— meu,M., n..awr. vwa �n,ow.0 H.obvf uNII« awa Iw wmp nvl. sl«ww«n wan b++In Mm,y M IgN,.bN ywNa ea..eaba TOP COURSE BITUMINOUS CONCRETE PAVEMENT 1/2" R. BASE COURSE BITUMINOUS CONCRETE PAVEMENT o •o„0„0„0„0„0.^0^.0 RUSHED GRAVEL BASE�o " O O O O O O° e BANK RUN GRAVEL SUB -BASE MATERIAL SITE ENGINEER: CONCRETE OR r BRICK PAVERS • F'- (SEE ARCH. PLANS) 5" >po CIVIL ENGINEERING ASSOCIATES, INC, ° 6" P.O. BOX 485 SHELBURNE, VF 06482 i0° °° -a' .oa__ — em.ee 1 .ab: w,.w.r a,a._ coma IFI ... .w. N.... wa..ven 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP, CURB w/SIDEWALK DETAIL N.T.S. TOP COURSE BITUMINOUS CONCRETE PAVEMENT BASE COURSE BITUMINOUS CONCRETE PAVEMENT BANK RUN GRAVEL ,SUB -BASE MATERIAL 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). CURB DETAIL N.T.S. TOP OF CURB (SEE PLAN FOR TYPE OF CURB) END TRANSITION SLOPE BEGIN TRANSITION FACE OF SLOPE CURB FINISHED GRADE OF ROAD PAVEMENT TRANSITION CURB- N.T.S. PAVEMENT A®1--i191a19. u °VOrUS( .'op0 F Cp '. o°po°pp. °poo CRUSHED GRAVEL 'pr p O nvo. O pppltOri °00° p0 000 ) p(Of�r O BANK RUN GRAVEL STABILIZATION FABRIC —� ) 3/4" WASHED STONE MIRAFI 50OX OR B•, APPROVED EQUAL MIN. 4" PERFORATED PVC PIPE OR HDPE SEE PLANS FOR —FILTER FABRIC MIRAFI INVERT ELEVATION 14GNS OR APPROVED I 12'• MIN. I EQUAL f FOR UNDERDRAIN , *SLOPE ALL PIPE TO DRAIN d 1% MIN, TYPICAL UNDERDRAIN SECTION N.TS. I,— ACL DSM APPItOvED DSM OWNER: SUMMER ICE JOINT VENTURE GREENFIELD CAPITAL, LLC PROJECT: LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT SITE DETAILS DATC BRA.IN4 NIIMPF.N AUG., 2006 ILIU. AS SHOWN C-6.0 1"I. 06192 l TOPSOIL, RAKE: SEED h MULCH NOTES: oono o`ru000`oa'�o`°0`0 1. Typical trench for water, sewer, and drainage pipe, enaaopgaaoo,o gaaga 00 0000°a°000000 o°o°o o� 2. Compaction of bockRll and bedding shall be o rc - ow minimum of 90% (95% under roadway surfaces) of maximum dry density determined in the till3 standard proctor test (ASTM D698). APPROVED BACKFlLL p,5 g THOROUGHLY COMPACTED 3. Bedding material shall not be placed on frozen S i J IN 8' IJFTS subgrade. 2" OF RIGID INSULATION 4. Approved bockllll shall not canto;, a2' stones TO BE INSTALLED WHEREVER X MINIMUM COVER CANNOT a than 6" In for t dlmen4lon, 2' m diameter within 2' ofethe outside of the pipe um ro o l BE MAINTAINED & ALSO I 1 D 2' -. APPROVED BY THE ENGINEER or any frozen, or organic material. '^ 'o 5. Trenches shall be completely dewotered prior to PIPE placing of pipe bedding moterlol and kept and 6" dewatered tlBring Installation of and backflll. 6. The side, of trenches 4' or more in depth entered ' THOROUGHLY COMPACTED by personnel shall be sheeted or sloped to the BEDDING MATERIAL angle of repose as defined by O.S.H.A. standards. uo 7. Bedding material for wastewater lines shall consist Zf�_ of crushed stone or grovel with maximum size of 3/4". UNDISTURBED SOIL OR ROCK For water lines bedding material shall be sand. Submit a sample to the Engineer for approval. TYPICAL TRENCH DETAIL N.T.S. BURIED GATE VALVE (will CONCRETE MINIMUM ONE FULL LENGTH Or PIPE SUPPORT VALVE e ANCHOR y PLUG UNDISTURBED SOIL VALVE/DEAD END -. NOTE. I. PLACE 3 MIL (MIN.) POLYETHYLENE SHEET BETWEEN ALL CONCRETE ,�. THRUST BLOCKS AND PIPE AND/OR FITTINGS TO PREVENT BOND. EEEE y'y^'�^'nA�� rF UNDISTURBED " SOIL MINIMUM AREA OF BEARING SURFACE OF CONC. THRUST BLOCKS 3" 1 4" 6" 18" 12"J�� sal CONDITION SAFE BEARING PSF e SO' Ell. 45- Ell. 225- MO. a 4a' Ell. 4e' al. 2]e' 2". O a TE SKF ELA 45' Do 2ri'Tnts to a So al. 4e' to Its' Ell. O a Po'LOAD n/, H' al. 0.5 0.5 0.5 0.5 0.5 1.0 0.5 0.5 1.0 I.5 1.0 0.5 2.0 2.6 1.5 1.0 4.0 5.5 3.0 OUND SHALE 10,000 1.0 1.0 1.0 0.5 Is 2.0 1.0 0.5 3.0 4.0 2.0 1.0 4.5 6.5 3.5 2.0 10.0, 4.0 7.5 f.0is 1.0 0.6 2.0 2.5 1.1 L0 3.5 e.0 3.D 1.1 6.0 es 1.0 2.1 13. 1e. 10. 1.1 2.s 1.5 1.0 2.5 3.5 2.0 1.0 fi.e 7.6 4.0 2.0 9.0 13. 7.0 3.3 . 27. 15. 3.0 45 25 1 5 50 7.0 4.0 2.0 l0. Is.O e.0 4.0 1e. 2s. 14070 3. 30. OUND SHALE 11000 MA%IMllu Wq TER PRESSURE - 300 FU NOTE REDUCER BEARING AREA . 45' BEND OF LARGER PIPE THRUST BLOCK DETAILS N.T.S. CAST IRON VALVE BOX TOP SECTION w/COVER MARKED "SEWER" THREADED SDR 35 PLUG w/ COUNTER SUNK SCREW OF PIPE 'k CLEANOUT TO BE INSTALLED UPSTREAM OF BEND(S) IN BUILDING SEWER(S) WHEN 4" SDR 35 PVC CHANGE IN PIPE DIRECTION EXCEEDS 45' WYE 45- (USE LONG SWEEP FITTINGS WHEN EXCEEDING 45-) FLOW L4" SDR 35 PVC ----CONCRETE CRADLE w/ 3 MIL. POLYETHYLENE PLACED BETWEEN PIPE h CONCRETE TYPICAL CLEANOUT DETAIL N.T.S. WATER SEWER MINIML BETWE WATER SEWER NOTES: 1. AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE. 2. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 3 WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 18" SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS. 4. WATER MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST 10' HORIZONTAL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. WATER SEWER CROSSING DETAIL N.T.S. 7.5' Logic Supply, Inc. LOGIC 1111111110011 StIPPiY Emphase Technologies w Greenfield Capital pI I r y)1 System r� Tenant 1 Name Tenant 2 Name f- Visitor Parking DeWeries 2. All water Installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the some as those within the above referenced CWD Specifications. 3. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance for the henceforth the "backflow Ordinance." Please contact the South Burlington Water Department for more Information on backflow protection devices. 4. CWD Specifications state that no water lines shall be Installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 5. Mechanical joint restraints with twist off nuts Shall be EBAA or Sigma, or a Department approved equal grip ring. 6. No underground utility shall be Installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 7. Separations between the water main and service line and nearby sonitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 8. Prior to any building construction, the building contractor should contact the South Burlington Water Department to discuss City of South Burlington requirements for meter sizing, meter settings, and backflow protections. 9. The South Burlington Water Department shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. SITE ENGINEER: -0, 1 CIVIL ENGINEERING ASSOCIATES, INC, P.O. BOX 485 SHELBURNE, VI 05482 eo7-096-1 10 sari -' weep w.w.-.H.- ACL CN51- DSM Nvpli DSM OWNER SUMMER ICE JOINT VENTURE GREENFiELD CAPITAL, LLC PROALt"I' LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT Water Service Installation Note: All work to be performed in accordance with the Speclfications and Details for the Installation of Water lines and Appurtenances for oil Waiter Systems Owned by the Champlain Water District and the City of South Burlington. Details should be modified to the above FINISH GRADE -._-_�___-_______ OAt4 CHRfRP.0 NF. �r+N,H I 1 I I I I I --- I I I I i I I I I ' ' I UTILITY + SIGN j I I DETAILS I I I I I I I I I I I I I I I I I I I i pAT[ DRA.- N1IMBRA SIGN DETAIL AUG., 2006 N. T.S ,I'ALr AS SHOWN C - 6.1 1`kur. N, 06192 l SECTION 02110 SITE CLEARING PART 1-GENERAL 1.01 SUMMARY A. Section Includes: 1. Remove surface debris. 2. Clear site of plant life and grass. 3. Remove trees and shrubs. 4. Remove root system of trees and shrubs. PART 2-PRODUCTS Not used. PART 3 - EXECUTION 3.01 PROTECTION A Protect utilities that remain from damage. S. Protect trees, plant growth, and features designated to remain as final landscaping, C. Protect bench marks and existing structures from damage or displacement. D. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site. E. MainWn access to the site at all times. 3.02 CLEARING A. Clear areas required for access to site and execution of Work. B. Remove trees and shrubs within areas as Indicated on the Plans, Remove stumps, roots and tap roots and other projections 1''A" or greater in diameter to 2'-0" below the excavated surfaces In cut areas and 2'-0" below the exposed subgrade in fill areas. 3.03 REMOVAL A. Remove debris, rock, and extracted plant life from site. B. The Contractor shall coordinate Work with the Engineer and Owner in establishing suitable areas within the property limits for depoebing debris, rocks and extracted plant life, The Contractor shall be responsible for badrfilling (capping) and grading all waste after. 3.04 UTILITIES A. Coordinate with utility companies and agencies as required. END OF SECTION 02110 SECTION 02010 MAINTENANCE AND PROTECTION OF TRAFFIC PART 1-GENERAL 1.01 DESCRIPTION A. The Contractor shall maintain traffic In the project area to the setisfactlon of the Owner and the Engineer. This would typically mean allowable short duration (15-20 minutes) Interruptions and full -day closure for bridge Installation If necessary Access by emergency vehicles must be allowed at any time of the day. The Contractor will be responsible to furnish, install and relocate dunnallzalion barriers as required to protect the traffic, workmen and new work. It shall be the sole responsibility of the Contractor to keep the Local Agencies (including but not limited to Town Highway Department, Police and Fire Departments) pr e -"mod at least 72 hours in advance of changes in traffic patterns due to reduction of pavement widths or closing of streets. The Contractor shall supply, install, maintain, adjust, move, relocate, and store all signs, suitably lighted barricades, traffic cones, and traffic delineators, as necessary to carry out the traffic routing plan and maintain vehicular and pedestrian traffic. All of this work shall meet the requirements of Local Agencies and the Owner. B. The Contractor shell furnish, light, and maintain such signs as may be directed, or may be necessary for the safe regulation, or convenience of traffic. Sold signs will be as specified, they shall be adequate for the regulation, safety and convenience of traffic . The Contractor shall provide, erect, and maintain suitably lighted barricades, warning lights, etc., as needed, or as directed in order to keep people, animals and vehicles from excavations, obstacles, etc. The Contractor may be required to employ baficmen and take other such reasonable means or precautions as the Owner may direct, or as may be needed to prevent damage or Injury to persons, vehicle., or other property, and to minimize the Inconvenience and danger to the public by his construction operations.c The Contractor shall confine his occupancy of public or traveled ways to the smallest space compatible with the efficient and safe performance of the work contemplated by the contract. C. The Contractor shall observe and obey all local and stale laws, ordinances, regulations and permits In relation to the obstruction of streets and highways, keeping passage -ways open and protecting traffic where there may be danger from all construction activities. D. Suitable lighted barriers or barricades shall be furnished by the Contractor and put up and maintained at all times during the night or daytime, around all open ditches, trenches, excavations, or other work potentially dangerous to traffic. Such barricades shall be constructed of 2 inch by B inch rough lumber, securely supported and braced at least 3 feet high above the ground. Barricades shall be placed on all sides and throughout the entire length and breadth of all open ditches, trenches, excavations, or other work which must be bared to the general public. Barricades shag be properly pointed to the satisfaction of the Owner in order to retain a high degree of visibility to vehicular pedestrian traffic. E. Suitably lighted barricades shall be defined as barricades kt by flasher s in accordance with the paiagraplt or other lighting methods approved by the Owner In lieu thereof. Flashers shall be placed along the entire length of the barricades at an Interval no greater then 8 feet, center to writer. Flashers shall be power operated, lens dtrected, enclosed light units which shall provide intermittent light from 70 to 120 flashers per minute, with the period of light smittance occurring not less than 25 percent of each on -off cycle, regardless of temperature. The emitted light shall be yellow in color end less than 12 square inches. The discernible light shall be bright enough to be conspicuously, visible during the hours of darkness at a minimum distance of 800 feet from the unit under one or more directions, the foregoing specifications shall apply 10 degrees or more to the side and 5 degrees or more above and below the photometric axis. F. The Contractor shall furnish and severely fasten flashing units to signs, barricade., and other objects in such numbers and for such lengths of time as are required for the maintenance and protection of traffic, or as the Engineer may order. The flasher shall be in operation during all hours between sunset and sunrlse, and during periods of low visibility. The Contractor shall maintain, relocate end operate barricades and flashers throughout the life of the contract. Should the Contractor or his employees neglect to set out and maintain barricades or lights, as required In these specifications, the Owner Immediately, end without notice, may furnish, Install and maintain barricades or lights. The cost from any amount due or to become due to the Contractor under this contract. G. If the Contractor's operations or occupancy of any public street or highway, or the uneven surfaces over any trenches being maintained by the Contractor shall Interfere with the removal or sending of snow or ice by the public authorities or adjoining land owners, In an ordinary manner with regular highway equipment, the Contractor ahatl be required to perform such service for the public authorities or adjoining owners without charge. If the Contractor falls to do so, he shall reimburse the aald authorities or adjoining owners for any additional mat to them for doing such work occasioned by conditions arising from the Contractor's operations, occupancy, or trench surfaces, together with any damage to the equipment of said parries by those condition., or claims of any parties for damage or injury or loss by reason or failure to remove snow or ice or to send icy spots under these condilion..may be H. The Contractor shall be responsible for replacing and installing any stolen traffic signs at no additional cost to the Owner, uct 1. The preceding are minimum requirements for the maintenance and protection of traffic during the construction of the project. ff the Contractor deems that additional devices are required, they shall be Installed after contacting the Owner. END OF SECTION 02010 SECTION 02210 SITE EARTHWORK PART 1-GENERAL 1.01 SUMMARY A. Section Includes. 1. All utility and s8ework excavation )unless covered In other sections of these specifications), removal and stockpile of topsoil, stabilization fabric, and other miscellaneous and appurtenant works, 2. Site filling. 3. Roadway/parking lot structural sections. 1.02 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. 1.03 PROTECTION A. Protect bench marks and existing structures. B. Protect above and below grade utllkies which are to remain. 1.04 SUBMITTALS A. Testing laboratory reports Indicating that material for backfill meets requirements of this Section. S. Field density lest reports of site fill in place. C. Field density test reports for roadway structural sections In place, D. Stabilization Fabric'. Submit copies of manufacturer's specifications and installation instructions. PART2-PRODUCTS 2.01 BANK RUN GRAVEL A. This material shall meat the following grading requirements Percent by Weight Sieve Designedon Passkg Square Mesh Sieve No.4 20-60 No. 100 0-12 No. 200 0.6 The gravel shall he uniformly graded from mane to fine and the maximum size stone particle shall not exceed 2/3 of the thickness of the layer being placed or 4", whichever Is less. 2.02 CRUSHED GRAVEL A. All materials shall be secured from approved sources. This gravel shall consist of angular and round fragments of hard durable rock of uniform quality throughout, reasonably free from thin elongated pieces sort or disintegmtod stone, dirt, organic or other objectionable matter. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Sieve Fme' 2" 100 1 1" 90 -100 No.4 30-50 No. 100 0-12 No. 200 0-6 Coarse', 4" 95 - 100 No,4 25-50 No. 100 0-12 No. 200 0.6 2.03 AGGREGATE SURFACE COURSE A. Aggregate for surface course and shoulders shall consist of clean, hard gravel, crushed gravel or cashed stone. It shall be reasonably free from silt, loam, clay or organic matter. It shall be obtained from approved sources. B. Grading. This material shall be uniformly graded from coarse to fine and shall meet the following grading requirements Percent by Weight Slevs Doeii nation Passma Square Mesh Sieve 1 1" 100 1" 90 - 100 No. 4 45 - 65 No. 100 0.15 No. 200 0-12 2.04 COMPACTED FILUGRANULAR BORROW A. This material shall be free of shale, day, friable material, debris. and organic matter, graded in accordance with ANS;!4STM C136 within the following limits Parum by Weight Sieve Designation Passing Square Mesh Sieve 8" 100 75. 100 No. 4 20 -100 No. 100 0 - 20 No. 200 0-12 2.05 GEOTEXTILE STABILIZATION FABRIC A. This work shall consist of furnishing and pledng an epproved stabilization fabric on a prepared surface within the Iknft shown on the plans, The fabric shall meet, or exceed the following properties: 1. Grab tensile strength (ASTM 0-4632) - 200 lbs. 2. Grab tensile elongation (ASTM D-4632) - 15% 3. Puncture strength (ASTM D-4833) - 1201bs. PART 3 - EXECUTION 3.01 PREPARATION A. Identity required linen, levels, contours, and datum. S. Identify known below grade utilities. Stake and flag locations. C. Maintain and protect existing utilities remaining which pass through work area. 3.02 EROSION CONTROL A, Erosion control must be Installed prior to beginning any earthwork operetlons. 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated, m41mmUpwd or regraded and stockpile In areas designated on site or ae directed by the Engineer. S. Maintain the stockpile in a manner which will not obstruct the natural flow of drainage. 1, Maintain stockpile free from debris and trash 2, Keep the topsoil damp to prevent dust and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded in accordance with plans. S. Excavate subsoil required to accommodate building foundations, slabs on grade, site structures, construction operations, roads, and parking areas. C. Grade top perimeter of excavation to prevent surface water from draining into excavation. D. Notify Engineer of unexpected subsurface conditions and discontinue effected work in area until notified to resume work. E. Correct areas over -excavated by error as directed by the Engineer at no cost to the Owner. 3.08 DITCHES A. Cut accurately to the cross -sections, grades, and elevations shown. B. Maintain excavations free from detrimental quantities of leaves, sticks, trash, and other debris until completion of the work. C. Dispose of excavated materials as shown on the drawings or directed by the soils Engineer, except do not, In any case, deposit materials less than three feel from the edge of a ditch. 3.06 EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the slope of the original ground on which the embankments are to be constructed shall be stepped and properly drained as the fill is constructed so that adverse movements of the slopes do not occur. B. Any excavated rock, ledge, boulders, and atone, except where required in the construction of other items or otherwise directed, shall be used in the construction of embankments to the extent of the project requirements and generally shall be placed so as to form the base of an embankment. C. Frozen material shall not be used in the construction of embankments, nor shall the embankments or sucwsslve layers of the embankments be placed upon frozen material, Placement of material other than rock shall stop when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material is otherwise acceptable. It shall be stockpiled and reserved for future use when its condition is acceptable, for use In embankments. D. When an embankment Is to be constructed across a swamp, muck, or areas of unstable soils, the unsuitable material shall be excavated to reach soils of adequate bearing capacity end the embankment begun. Alternative methods, such as use of a stabilization fabric In place of excavation and backfill, may be utilized only after approval of same by the Engineer. E. Material being placed In embankments shall be placed In horizontal layer, of uniform thickness across the full width of the embankment. Stumps, tress, rubbish, and other unsuitable material shall not be placed in embankments. F. Embankment areas shall be placed in eight -inch lifts. Effective spreading equipment shall be used on each layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of embankment and continuous leveling and manipulating will be required to assure uniform density. The entire area of each layer shall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of rollers, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured for compaction purposes will not be considered as compaction equipment. G. All NI material shall be compacted at a moisture content suitable for obtaining the required density In no case shall the moisture content In each layer under construction be more than three percent above the optimum moisture content and shall be less than that quantity that will cause the embankment to became unstable during compaction. Spongimse, shoving, or other displacement under heavy equipment shall be considered evidence fa an engineering determination of lack of stability under this requirement, and further placement of material in the area affected shall be stopped or retarded to allow the material to stabilize. H. When the moisture content of the material in the layer under construction Is less than the amount necessary to obtain satisfactory compaction by mechanical compaction methods, water shall be added by pressure distributors or other approved equipment. Water may also be added In excavation or borrow pits. The water shall be untformly and thoroughly Incorporated Into the soil by disc, harrowing, blading, or by other approved methods. This manipulation may be omitted for sands and gravel. When the moisture content of the material Is In excess of three percent above optimum moisture content, dry material shall be thoroughly Incorporated into the wet material, or the wet material shall be aerated by disking, harrowing, bleating, rotary mixing, or by other approved methods; or compaction of the layer of wet material shall be deferred until the layer has dried to the required moisture content by evaporation. 3.07 COMPACTION REQUIREMENTS A. All backfills and fills shall be compacted in even lifts (12" maximum) to attain the required densities as follows'. Standard Proctor Location ASTM D-698 Subgrade and Gravel for Roads and Parking Lots 96% General Embankments 90% 3.08 MAINTENANCE A. All earthwork should be chocked periodically to see that slope. are In good condition. Any rills or damage from erosion and animal burrowing should be repained immediately to avoid further damage. If seeps develop on the slopes, the area should be evaluated to determine If the seep will cause en unstable condition. Subsurface drains or gravel mulching may be required to solve seep problems. Diversions, berms, and waterways in the land grading area should be clocked to see that they are functioning properly. Problems found during the inspections should be repaired promptly. END OF SECTION 02210 SECTION 02225 UTILITY TRENCHING AND BACKFILLING PART 1-GENERAL 1.01 SUMMARY A. Section includes: 1. Trench, backflll, and compact as specified herein and as needed for Installation of underground utilities located 5 feet outside the buildings. 1.02 QUALITY ASSURANCE A, Use adequate numbers of skilled workers who are thoroughly trained and experienced In the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. S. Use equipment adequate in size, capacity, and numbers to accomplish the work in a timely manner. C. Comply wfth requirements of governmental agencies having jurisdiction 1.03 REFERENCES A. ANSVASTM C 136 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. B. ANSVASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort, PART 2-PRODUCTS 2.01 SOIL MATERIALS A. FIII and backfill materials 1. FIII material is subject to the approval of the Engineer. Material provided can be removed from excavations on site or Imported from approved off -she borrow areas. Materials must be predominantly granular, non -expansive soil free from porous matter, organic matter and other deleterious matter and contain no rocks or lumps over 6 inches In greatest dimension. 2. Rocks having a dimension greater than 2 inches shall not be placed within 2 feel of the outside of pipe. 3. Coheslonless material used for backfill. Provide send free from organic material and other foreign matter. and as approved by the Engineer. PART 3-EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. 3.02 PREPARATION A. Identify required lines, levels, contours, and datum. 3.03 PROCEDURES A. Existing Utilities: 1. Unless shown to be removed, protect active utility Imes shown on the drawings or otherwise made known to the Contractor prior to trenching. If damaged, repair or replace at no cut to the Owner. 2. When existing underground utilities. which are hot scheduled for removal or abandonment, are encountered In the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3, If utility service is interrupted as a result of work under this section, Immediately restore service by mpoinng the damaged utility at no additional cut to the Owner. 4. If existing utilities are found to interfere with the permanent facilities being constructed under this section, immediately notly the Engineer and secure Instructions. 5. Do not proceed with disruption of service or permanent relocation of utilities until written instructions are received from the Engineer. B. Protection of persons and property 1. Barricade open holes and depressions occurring as part of the work, and Post wanting lights on property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required, 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operation. under this section. C, Dewstenng: The Contractor, at all times, shall conduct operations ao as accumulation to prevent the cumulation of water, ice, and snow in excavations or In the vicinity of excavated areas, and to prevent water from Interfering with the progress and quality or the work. Under no conditions shall water be allowed to rise In open trenches after pipe has been placed. D. Accumulated water, ice, and snow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be cabled out In a manner which will not mate a hazard to public health, nor cause Injury to public or private property, work completed or In progress, or public streets, nit cause any Interference In the use of streets and road by the public. Pipes under construction shall not be wed for drainage of excavations. E. Maintain access to adjacent areas at all time 3.04 TRENCHING A. Provide sheeting and shoring necessary for protection of the work and for the safety of personnel. 1. Sheeting and bracing required for trenches shall be removed to the elsvabon of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe. B. A trench shall be excavated to the required depth and to a width sufficient to allow lot joining of the pipe and compaction of the bedding and backfill marshal under and around the pipe. C. The completed trench bottom shall be firm for Its full length and width. D. If indicated on the plane or directed by the Engineer, poor foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with granular backfill. E. Where pipes are to be placed in embankment fill, the excavation shall be made after the embankment has been completed to a height of 3 feet plus the diameter of the pipe above the designed grade of the pipe. F. Excavating for appurtenances: 1. Excavate for manholes and similar structures to a distance sufficient to leave at least 12 Inches clear between outer surfaces and the embankment or shoring that may be used to hold and protect the banks. 2. Over -depth excavation beyond such appurtenances that has not been directed will be considered unauthorized. FIII with sand, gravel, or lean concrete as directed by the Engineer, and at no additional mat to the Owner G. Excavation shall not interfere with normal 45 degree bearing splay of foundations. H. Where utility rune traverse public properly or are subject to governmental or utility company jurisdiction, provide depth, bedding, cover and other requirements as eel forth by legally constituted authority having jurisdiction, but in no case less than the depth shown In the Contract Documents. 1. Where benching occurs in existing lawns, remove turf in sections and keep damp. Replace turf upon completion of the backfilling. SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX 485 SHELBURNE, VT OU82 agY-0ea=T FAX etha..3P11 wexwv.carNtrwr, cease ACC co -a DSM APPROX.O DSM OWNER: SUMMER ICE JOINT VENTURE GREENFIELD CAPITAL, LLC 11ROJEr"I` LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT SPECIFICATIONS u trust.. auaesr AUG., 2006 NONE C - 7.0 06192 3.06 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material shall be placed to the limits of the excavation and to a depth beneath the pipe as specified. This material shall be either Band, gravel, or crushed alone and shall not contain large lumps and stones over one Inch In diameter. As the pipe Is laid, bedding material shall be extended to 6 inches above the pipe and levetsd along the width of the trench. 3.06 BACKFILLING A. Backflllirg shall not be done In freezing weather, with frozen materials, or when materials already placed are frozen. B. Backfill material shall be evenly spread and compacted In fi is not more than 12 inches thick or as approved by the Engineer. Previously placed or new materials shall be moistened by sprinkling, R required, to ensure proper bond and compaction. C. Trenches which have been Improperly backfllled, enclosed or covered up before it has been approved shall be Reopened. Refill and compact as specified, or otherwise correct to the approval of the Engineer, at no additional cost to the Owner. D. Take special care in backfilling and bedding operations to not damage pipe and pipe coatings. E. No compacting shall be done when the material Is too wet to be compacted property. At such times the work shall be suspended until the Previously placed and new materials have dried out sufficiently to permit proper Impaction, or such other precautions are taken as may be necessary to obtain proper compaction. F. Backfill material shall be Impacted to the following percentages of maximum dry density and the in -place moisture content $hail not be more than 2% above the optimum moisture Intent, as determined by Standard Proctor ASTM D698. 1. Around all structures, under roadway paving, shoulder and embankments - 95%. 2. AN other areas - 90%. G. Frost Protection: Pipes lad with tens than the minimum Iver over the crown and when approved by the Engineer shall be protected against freezing by Installation of rigid Insulation for the width of the trench. Insulation shall be a minimum of 2 Inches thick with one additional Inch of thickness for every fool of depth of piping lees than 5 feet. The sheets shall be placed 6 inches above the sown of the sewer alter compaction of the 6 inch lift immediately above the crown. Care shall be exercised by the Contractor during backfill and compaction over the ineulation. The sheets shall meet the compressive strength requirement. of ASTM D1621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS A. After the trench has been backfilled to above the pipe and has been compacted as specified, check sewers and stormdrame to determine whether displacement has occurred. B. Visually Inspect pipe installation by flashing a light between manholes or between the locations of the manholes, by means of a flashlight or by reflecting sunlight with a mirror. C. If the illuminated Interior of the pipe line show. poor alignment, displaced pipes, or any other defects, Insect the defects to the specified conditions and at no additional mat to the Owner. D. After visual approval of pipe. a 95% mandrel lest must be performed END OF SECTION 02225 SECTION 02260 DUST CONTROL PART 1-GENERAL 1.01 DESCRIPTION A. This work shall Insist of furnishing and applying calcium chloride or water to reduce dust nulsance and hazard in accordance with "Be specifications and as directed by the Engineer. B. Related work: 1. Documents affecting work of this section Include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections of Division 1 of these Specifications. PART 2 - MATERIALS 2.01 CALCIUM CHLORIDE A. The materials used shall meet the requirements of AASHTO M 144 except that pellet torn and flake tone shall be acceptable. 2.02 WATER A. All water used shall be clear and free of harmful amounts of oil. Daft, acids, alkalies, auger, organic matter or other substances injurious to the finished product, plant Ile or the establishment of vegetation. Where the source of water 16 relatively shallow, the intake shall be maintained at such a depth and so enclosed as to exclude slit, mud, grass and other foreign materials. No formal tests of water will be made unless the Engineer questions the quality of the water. Water known to be of potable quality may be used without tests. PART 3-EXECUTION 3.01 CALCIUM CHLORIDE OR WATER A. Calcium chloride (for roadways) or water (for embankments) shall be applied only at the locations, at such times and In the amount as may be directed by the Engineer. An average application of one pound of calcium chloride per square yard of exposed area should be considered for each treatment, The exact number of applications and amount of dust Controller shall be based upon field and weather Conditions. It shall be spread in such manner and by such devices that uniform distribution is attained over the entire area on which it Is ordered placed. PART 4 - FAILURE TO COMPLY A, In the event that, in me judgement of the Engineer, the Contractor falls to adequately Inrol the dust as directed and In accordance with this specification, the sum of $150.00 per calendar day will be deducted from any money due the Contractor as a failure to comply with this specification. In addition, If the Owner Is required to perform the dust control operations on the project due to failure of the Contractor to perform adequately, the costs associated with the Owners operations will also be deducted from money due the Contractor. END OF SECTION 02260 SECTION 02400 WORK ON OR NEAR PRIVATE PROPERTY PART 1 -GENERAL 1.01 DESCRIPTION A. The work under this section Includes the protection of private property and the feetoration of area. near or on private property. (For further requirements see the General Conditions and the Special Conditions of these specifications.) 1.02 SUBMITTALS A. The Contractor shall, upon award of the Contract, take photographs of the existing conditions In the project area. These photographs shall be taken as directed by the Owner andlor as follows 1. Any suitable camera may be used, but the ten. must be a'Wide angle Ions" having a focal length o1 not more than thirty-five (36) millimeters. 2. The photographs shall be at least three and a half (3.5) inches wile and five (5) Inches long, Colored, printed with a maned finish and borden." Each photograph shall be marked with the following Information on the back Location Station Data B. Upon completion of the project, the Contractor shall submit a second set of photographs, taken as before, showing the conditions in the project area. Each photograph shell be marked on the back as specified above. C. Approximately 10 each before and after photographs will be required. 1.03 PROTECTION A. Every effort shall be made to protect private or public property during construction. All damaged theme, shrubs and other vegetation shall be replaced In kind by the Contractor at no additional cost to the Owner. PART2-PRODUCTS 2.01 MATERIALS A. All materials not spedfiwlly described, but required for work included in this section shall be new, find quality of their respective kinds, and subject to the approval of the Engineer. PART 3 - EXECUTION 3.01 LAWNS A. In areas where removal of lawns Is necessary to complete the work, the Contractor may elect to cut, remove and stockpile the sod and put It back at the Completion of the work, or replace the sod with Raw sod. Seeding shall not he considered me an approved equal to either of the above alternatives. 3.02 BUSHES A. Bushes which arm In the way of the construction and are located on private property shall either be removed, stored and replanted or shall be replaced at the option of the Owner. 3.03 PAVEMENT A. Existing driveways and parking areas shall be protected during the construction. Damaged paved areas outside the Contract limits shall be neatly cut out and replaced with bituminous Concrete to the Complete satisfaction of the Owner. END OF SECTION 02400 SECTION 02439 STONE FILL PART 1-GENERAL 1.01 SUMMARY A. Section Includes: 1. Slone Fill - Types I, II, III, and IV. 2. Rip -Rap - Heavy Type, Light Type 3. Geolextile Fabric. B. This work shall consist of furnishing and placing protective materials In conformity with the dimensions, elevations and at the locations indicated in the contract or e. directed by the Engineer. 1.02 REFERENCES A. VAOT Standard Specifications, Section 700. PART2-PRODUCTS 2.01 STONE FOR STONE FILL A. Stone for stone fill shall be approved, hard, blasted angular rock other than serpentln. rock Containing the fibrous variety chrysolite (asbestos). The least dimension of the atone shag be gmeter the- 113 of the longest dimension. The stone all shall be reasonably Weil graded trom the smallest to the maximum size stone specified so as to font a Impact mass when in Place. Type I. The longest dimension of the stone shall vary from i Inch to 12 Inches, and at lase' 50 percent of the volume of the stone in place shall have a least dimension of four inches. ly!" II: The longest dimension of the stone shall vary from 2 inches to 36 Inches, and at least 50 percent of the volume of the atone in place shall have a least dimension of 12 inches. Type IN: The longest dimension of the stone shall vary from 3 Inches to 48 Inches, and at least 50 percent o1 the volume of the atone in place shall have a least dimension of 16 inches. Type IV'. The longest dimension of the atone shall vary from 3 Inches to 60 inches, and at least 50 percent of the volume of the atom In place Mall have a least dimension of 20 inches. 2.02 RIP -RAP A. Slone for rip -rap shall be approved, rough, unhewn quarry stone, as nearly rectangular in section as practicable. The alone shall he hard, sound and realstant to the action of water and weathering They shall be of a rock type other than serpentine rack containing the fibrous variety chrysotlle (asbestos) and suitable in every rasped for the purpose intended. Heavy Type: The Individual stones shall have a depth equal to the thickness of the course of rlp-rep. At least 75 percent of the volume of the rip -rap, complete In place, shall consist of stones that have a minimum volume of 16 cubic feet, Light Tyoe'. The individual atones shall have a depth equal to the thickness of the counts of np-rap. The rip -rap, complete in place, shall consist of stones that have a minimum volume of 112 cubic foot. 2.03 GEOTEXTILE FABRIC A. Geotextile fabric shall conform to the requirements of Section 02210 - Site Earthwork. PART 3 -EXECUTION 3.01 PREPARATION A. The areas to be protected shall be constructed and graded to the lines Indicated on the plans or as directed by the Engineer and, if a fill area, &hall be compacted. All slopes shall be maintained to the neat lines indicated on the plans prior to the placing of geotextile fabric or bedding material, stone fill, rip -rap or slope paving. 3.02 PLACING STONE FILL A. The specified stone fill shall be placed in one course thickness as shown on the plans In a manner that will result in a reasonably well graded surface. Care shall be taken in the placing to avoid displacing of the underlying material. B. The atones shall be so placed and distributed that them will be no accumulations of either the larger or smaller sizes of stone. C. Rearrangement of the stone fill by hand labor or mechanical equipment may be required to obtain the specified results D. When stone fill and geotextile fabric are to be placed as part of an embankment, the protective materials shall be placed concurrently with the construction of the embankment unless otherwise authorized by the Engineer. E. When atone fill and geotextile fabric is to be placed under water, methods shelf be used that will minimize segregation and Insure that the required thickness of protective material will be obtained. END OF SECTION 0243E SECTION 02613 ORUMINOUS CONCRETE PAVING PART i-GENERAL 1.01 SUMMARY A. 8edbn ledudes 1. 9... Counter 2. L-ag Countee 3. Finish Course B. c aeral Thee vend Met n III of ore a mac counea d btlnikroue mvh re constructed on . p,",,d fou,"hun ,n s-rdsnce eth lase SpedkcMbn, and lee lyre d auitece Meng Waned, and In odix-ity with Iha iner, Ned- thkkrasses end typical awe sWen..hwn on Me loan. or a.labb.had by the Enngkeen. 1.02 QUALITY ASSURANCE A. Use d".a. n-I. of skated where win tie mnrouahly bewed and-lanarnwl'm the n-sary Belle and who are correletely Isneka with [he ePedsad reauh.nante end to melhod. needed for grope, "Ournama of the work of thle Sealhx, S. AN mW.r1el. and xh,IWwhen enel be In w ordan- with TM Nphat Ineleule Manuel (MS-4) end the VAOT Sl o-el SpMflcalloie, i Wit. C. Mudq Plank Canlam to SIN$ d V•rmad Slaraade D. Obiem malnl.b Into $ants wane teoupha,l. 1.03 PROJECT CONDITIONS A. Btuminm, weenie eMt rot M plead balween Nov r I end May 1. Merl. -I shell nut M wood when ma yanw., •uou., H wa or when Ihe ee em,ralue a the peeng .11. In in..h.d. end ew.y front .000e1 hen Ie .e full-, Air Ternperate. Pavement De�r.e.pahnnnen _ D�.d.d oh 40 Degree .below Great. man 1{' 50 D.greee a be- L... then 1 {• PART 2-PRODUCTS 2.01 MATERIALS A. Maerrel. Mall be -bead sad graded to man it. alai. as detned ,n the VAOT Stendad Spe,,A aO'n OWwa. 70D b, TY, 11(be.s col, s.) and Ty, IV (tnlM cou W Mwn9nou. cdrnvN, B. Orod.Mn: M.le,ial. shell oe no.oh ed end graded b men composmo smile 1hadtetl In VAOT Slendard Slot,-- ion, Section .06.ir , for she be. mur.. and Math rdu$e. C. Thkkmee of paving nor doves entl,dinp lore eMt M es sewn on tre Ixana, mnaiabkg .1 Mee can.. cod finish caves. D. ror pavement hu-Itudion areas due to Irenchbg, me depth of each c hte "I he ba.esed by 117. P-nent rocaulrudlon caved by (leach rwR'ed,�a due to Improper placement a ro V xdp ad plammenl shun be pe rn d at no addllbnel opal to the Owner. 2.02 TRAFFIC MARKINGS A. Tra ", owning paint to be factory-ml.ed. meeting the reauke- of me VAOT Blended Spe,omhellone. Section 706.09. PART 3 - EXECUTION 3.01 INSTALLATION A. Insist In accord- wilh VAOT Stand.rd S,caatlom. Ssdbn 406. 3.02 EXAMINATION A. VerIN base ,dhd x,n, under the MI,hion. of Seollon G2210 - Site Earlhwak. S. Verity that oohroh d Warder Mee a dry .rW road, to ..pp. -to, arsi In deed bads. C. Verify gr.d.de end sieved- of bear ate cared. 3A3 PREPARATION A. Malden Bud.as: wren a new p.wm.nl I$ to match an tuddi g Nlueenan.ve P0 I. . roadway a onb bench, to Cada shall vMia.nnoolh ly M 1. arisen, pavement, ovw me s.lsltrp gravel Mae. The smooth caul shell M Ih...9my cleared end v:oalM cola EmulaM•d Asphalt. RS-1, just via to pe g. 3.04 PREPARATION - TACK COAT A. wren the batons coure, ofblluminous c ,,W, P-reem I$ ten war en windert: e" I$ to be made ever so eA." Muneaus -.1. he-L Ihe ..I.,mp eWea shat dean. and Emulated AVMN s xi4ed belae iM rwd mute It appeed. B. Also apply to canted surfiwa of curb.. C. Coal xie- N manhole and catdn beam frames Mlh .11. proven bond vim.erhall ,moment. Do rot hhA set mace $odaces. 3.05 PLACING ASPHALT PAVEMENT A. Place to canpaded hams$, kMnllte t m the pan.. B. Comoad P.-M by ,otkp. Do nut daplan or extrude pavement ban position. Nand 000W- in as. Insayssal. to rotkp a ulpnlenl C. Develop roiling with cpn.eculNa pause to achieve even and amoNe aesh, wanul rare, make. 3.06 JOINTS A. Mid'MMs•n rid .it new ,mbetween orbetween.ucce nen .awe days work shed be made Ia.1. In..,.. M.,.Vh and continuous hand let.- me ode oxf nw ni.luree. Mb rewr me .weeding Ph- I,lnteimpi.d long enough M the mlsiurs to NMn to Inael stability, Ihe raver "I M onew. d ham the ma( aria a joint inn twed. B. Bull joints $haul M limed by cu(Ibp the pev.mant In s vadlcal Flare 0 Nh(agles to ule derllertra where the,.•med he. a bw.urlam .. dei•rmleed by to uw N a Nnlghl-edge. The but joke "I M thoroughly coaled with EmuWW AepMt, Ty, AS 1, just prior to de,.Nng th. paving ml-., C. Ldnguodo el lone test have Mcanne cold on" be -W wth Emulsill" Aaphat Type 115-1, bNae tie adjacenl oel I. placed. II May Mva bean aapo.a! b belflc, m.y Ypt M our book to. risen wrecal edge prior to P.IMup wen the •roulwo D. Unre.. dte,wl., dd r.ed, Iaptu41eot loinX the o1NN . ehsal Iwl 8- ban wry joint coum Iha Iwe.. d,vsmenl. Trsnev.r$e jpinie MNl Rol M on.hurbd re.ror men ore loci hoe to it-- joint. con.truded In lower courses. 3.07 TOLERANCES A. The $urf- will M Ixr.d M the Engln.a using. 16 foot .might - dam el rareclad bcsllone,nll.l cosh the anterllns. deny valellona exu.dna 3/IS d m Irktlr Mtvv.wr any Iwo oadecia .ten M $alsl.dauly NIm1nNb. A 10 lode •Inlphlad, may M ueM on . ,anal one. Tne O,,ghl-edg.e shah M provldsd by Iha Cox & B. Scbadul.d C-psded Thickreas Wdhln 1M rno,. C. Vadelbn ban True Ehi wawri 1/2 awl, 3.0e FIELD QUALITY CONTROL A. Permll ed vehkul.r trotlk on sud- unlit 1Mroophly cod and bad. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within one year of completion of the Contract. such pavement shall be repaired at the Contractors expense. If the Contractor fails to make such repairs promptly upon receipt of notice to do so from the Owner, then the Owner may make such repairs as necessary and the Contractor shall pay the Owner for all costs Incurred In making such repair. 3.10 MARKING PAVEMENT FOR PARKING A, Striping - Thoroughly clean the areas to receive striping and locate all striping as indicated on the Contract Plans. All striping shall be 4" wide unless otherwise noted. B. Ml.c.N.neous - Provide handicapped symbols and all other miscellaneous signs and symbols as indicated on the Contract Plans. END OF SECTION 02513 SECTION 02593 GEOTEXTILE FABRICS PARTI- GENERAL 1.01 SUMMARY A. This work shall consist of furnishing and placing geotextiles In underdraina under embankments, for embankment reinforcement, under riprap and stone fill, behind retaining structures, over roadbed subgrade., and/or beneath pavement overlays, as indicted on the plans or as directed by the Engineer. B. The rolls of geotextile shall be protected against damage and deterioration until incorporated Into the project, The geotextile shall be dry at the time of Installation. The geotextile shall be rejected if, at the time of installation. it has defects, datenorallonor damage as determined by the Engineer C. Prior to use, the geotextile shall te stored In a clean, dry place, out of direct sunlight, not subject to extremes of either hot or cold, and with the manufacturers protective cover In place. Receiving, storage, end handling at the job site shall be in accordance with the requirements of ASTM D 4873. PART 2-PRODUCTS 2.01 MATERIALS A. The geotextile shall be composed of a polymeric yam or fiber onenletl into a stable network which retains Its relative structure during handling, placement, and design service life. Geotextlles may be rejected by the Engineer If dimensional stability or resistance of the geotextile to ambient temperatures, acid and alkaline conditions, and miaoorganismalmeects do not appear to be satisfactory for the intended purpose. The geotextile shall meet or exceed the Properties specified herein and In the special provisions. The geotextile shell be free of any chemical treatment or coating which might significantly reduce permeability, The selvage of geotexllles shall be finished such that the outer fibers are prevented from pulling away from the fabric. The geotextile shall be free of defects or tears, The material shall be protected from damage and deterioration until Incorporated into the project. 2.02 DEFINITIONS A. Geotextile -A fabric manufactured specifically for use In civil engineering applications. Fibers used In the manufacture of geotextlles shall consist of long chain synthetic polymers Al bast 85 percent by weight of the long chain polymers shall be polyephins, polyesters, or polyamides, polypropylenes, polyethylene, or polyvinylldene chlorides. B. Drainage Geotextile - Geoextile for Installation In underdralns or other drainage locations, as directed. C. Stone Fill or Riprep Geotextile - Geotextile for Installation behind and bemath stone fill or riprap and other erosion control applications, rock placed for slope stabilization and rock shear keys. D. Subgrede Geotextile - Geotextile for installation on roadway subgrade. and under railroad ballast and in other material separation applications. E. Machine D1rechonise - The long (or warp) direction of the geotextile. The cross -machine (or fill) direction is perpendicular to the machine direction. F. Minimum Averag Roll Vslqms - The minimum average roll value of any specific geotextile property is the minimum average of the test resuts from any roll within a lot. G. Nonwoven Gaoextile - A textile produced by bonding or interlocking of fibers, or both, accomplished by mechanical, heat or chemical means. H. Seam Allowance - The minimum distance from the edge of a geotextile to the stitch line heareal to that edge. I. Seam Type - A designation relating to the essential characteristics of gaotextile positioning and rows of stitching in a specified sewn seam, as shown on the plans. J. Stitch Type -A designation relating to the essential characteristics of the Interlacing of sewing threads) in a specified seam. as shown w the plans. K. Woven Geatextiles - A textile comprising two or mom sale of filaments or yams Interlaced in such . way that they result in a uniform pattern 2.03 FACTORY SEAMS A. Where factory seems am made, the sheets of geotextile shall be sewn together using a lock -type stitch. The seems shall be sewn with a polymeric thread. Le., at lead 85 percent by weight polyolephms, polyesters, or polyamides, end shall be as Resistant to deterioration as the geotextile being sewn. Nylon threads will not be allowed. The strength of the Beam shall be determined by the Wide Strip Tensile method and shall be at least equal to the larger of the minimum required tensile strengths for the intended application. 2.04 FIELD SEAMS A. When field seams will be made, the Contractor shall provide the Engineer with a field -stitched seam test sample in accordance with ASTM D 1683. The Engineer's approval will be required prior to the Contractors production field stitching/seaming. 2.06 SAMPLING, TEST CERTIFICATION, AND ACCEPTANCE REQUIREMENTS A. Sala i_ng - All geolextiles shall be sampled in accordance with ASTM D 4364. The producton unit used for sampling shall be a roll. B. Testin - Teets shall be performed to determine geotextile properties specified herein for the intended appkca cur(s). All geotextile property requirements are average minimum roll values. The tensile strength. shall be determined In both machine and cross -machine directions. C. Acca tj once RRa uirements - If the average minimum roll value for any lot Is less than the average minimum roll value specified for the application, or If any test result is less than the average mean roll value for the lot minus two standard deviations, then the lot shall be rejected. All tulle shall be clearly labeled as being part of a lot which has been certified as meeting all applicable requirements herein. D. Average minimum roll values of each of the gsotextlles used shall meet the requirements specified in the attached Table 2,5 Minimum Average Roll Valu.s for Geotextlles. 2.06 EROSION CONTROL MATTING A. Vvllere required on the plans or where directed by the Engineer, erosion control blankets (mathrg) shall be North American Green C 125 for males, and SC150 for slope stabd"tion, or approved equal. CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX 485 SHELBURNE, VT 05482 eozasasno FA.: eoz-au2arf ww: w.w.o.wa�wn owaN ACL cascurn DSM -K.- DSM OWNER SUMMER ICE JOINT VENTURE APPLICANI GREENFIELD CAPITAL, LLC PROJECT: LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT SPECIFICATIONS DATr. AUG.,2006 NONE 06192 C-7.1 a > > PART 3-EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. The surface receiving the geotextile shall be prepared to a smooth condition free of obstruction, depressions and debris, to the neat lines and grades as shown on the contract plans, unless otherwise directed by the Engineer. Where angular aggregate or sharp objects will be In contact with the geotextile, Increased geotextile strength properties will be required, as stated in Part 2. The geotextile shall not be dragged on the ground or mishandled in any way. The geotextits shall be placed loosely and without wrinkles so that placement of the overlying material will not tear the geotextile. The geotextile shall be lapped or sewn as specified, at the ends and sides of adjoining sheets. In addition to the above general requirements the following specific requirements shall be followed for the specified application: B. Geotexhi, Placement on Slopes - The geotexhle sheets shall be pl-d with the machine direction oriented perpendicular to the elope. When the geotextile is placed on slopec steeper than 6H:1 V, the upper sheets shall lap over the top of the lower sheets. The laps shall be securely anchored to the ground surface with pins or stakes as necessary to prevent slippage and tearing of the geotextile. Pins shall be steel or fiberglass formed as a "U", "L", or'T'ehap, or contain "ears" to prevent total penetration. Steel washers shall be provided on all but the "U" shaped pins. The upstream or up -slope geotextile shall overiap the abutting down -slope, geotextile. At vertical laps, severing on. shall be inserted through both layers along a line through approximately the midpoint of the overlap. At horizontal laps and across slope laps, securing pins shall be Inserted through the bottom layer only. Securing pins shall be placed along a line approximately two inches In from edge of the paced geotextile at Intervals not to exceed 12 fast unless otherwise specified. Additional pins shall be Installed as necessary and where appropriate, to prevent any undue slippage or movement of the geotextile. The use of securing pins will be held to the minimum necessary. Pins are to be left in dace unless otherwise specified. C. Geotextile Placement for Streambank Protection - Where geotextile. are placed under water, or in an area where water will flow, the geotextile shall be placed with its machine direction parallel to the direction or water flow. Successive geotextile sheets shall be overtopped in such a manner that the upstream sheet is placed over the lop of the downstream sheet. The geotextile shall be adequately secured to prevent slippage. As the geoleNle is placed under water, the backfill material shall be placed on it to the required thickness. The geotextile placement shall not progress more than 50 feet ahead of the backfill placement. D. Underdrains - When a geotextile is specified to line an underdrain trench, the geotexllle shall be placed to conform loosely to the shape of the trench. E. Ge itextlles Under Stone FIII 1. Geoteatiles under riprap or stone fill shall be contacted In accordance with the details shown on the plans and the following requirements. The Contractor shall demonstrate to the satisfaction of the Engineer that the combination of the rock fill drop height and the thickness of any sand cushion, when specified or required, are adequate so as not to puncture or damage the geotextile when placing the dprap or stone fill. Where a sand cushion Is used, it shall be a minimum of six Inches thick unless otherwise specified or required by the Engineer. In addition, the following limas apply Table 3.4 Maximum Drop Height (Feet) onto onto a and Type of Stone Fill Geotextife _ _ _ Cushion Blanket Class 1 3 3 Cie.. 11. III, IV, 8 Rip Rap 0 1 2. After placement of the rprap or stone fill, all voids In the stone face that 'Now the geotexlr to be visible shall be salisNctorily backfilled so that the geotextile Is completely covered. F. Roadbed Subgrade and Railroad Ballast Separation -The subgrade shall be propared In accordance with Section 203 of Oro Standard Specifications. Construction vehicle. shall be limited In ace and weight such that rutting of the initial IM placed above the geotextile Is no greater than three Inches deep. Ruts shall not be graded off but shall be filled with material specified by the Engineer such that a minimum of an eight Inch cover I. kept Over the geotextile. Turning of vehicles on the flrat Ilft of cover material will not be �Itted. The Contreclor will not be permitted to use vibratory rollers on the III IM 9 pumping or distortion of the subgrede occurs, as determined by the Engineer. G. Silt Farce 1. The geotextile shall be attached on the up -slope side of posts In accordance with the manufacturers recommendation or as directed by the Engineer. The geotextile at the bottom of the fence shall be buried In a trench a minimum of six inches below the ground surface. The trench shall be backfiINd and compacted as directed by the Engineer. 2. Either wood or steel posts shall be used. The posts shall have a minimum length of five feet and shall be embedded at minimum of 18 inches below the ground surface. The spacing of the posts shall be determined by the silt fence manufacturer or by the Engineer. 3. Wood posts shall have a minimum dimension of 2.5 inch by 2.5 inch and shall be free of defects such as knot., splits or gouges. Steel posts shall consists of either No. 6 size reinforcing steel or larger, or shall consist of ASTM A 120 steel pipe with a minimum diameter of 314 inch. 4. Sediment deposits which accumulate behind the fence shall be removed when the deposit reaches 112 of the height of the silt fence above the ground ..dace. 5. The Contractor shall repair or replace damaged sill fence as ordered by the Engineer. The sill fence shall be completely removed prior to acceptance of the project unless otherwise directed by the Engineer. H. Turbidity Curtain 1. Man used to contain sediments or pollutants from a work area which is adjacent to or under water, the fabric shall be installed to completely enclose the portion of the work area which will be under water. The Connector shall design and construct the curtain to deflect and withstand any existing current or wave action, to be anchored continuously along the bottom, to be effective at any anticipated water level, and to prevent the escape of all sediments or pollutants Into the main stream or body of water. 2. The Contractor shall repair or replace damaged or otherwise ineffective fitter curtains as ordered by the Engineer. The Contractor shall remove material accumulated behind the fitter curtain as directed by Engineer. 3. The Contractor shaft remove the fitter curtain and all supporting and anchoring material prior to acceptance of the project unless otherwise ordered by the Engineer. 4. The design, construction and maintenance plan for the filter curtain Installation shall be acceptable to the Engineer before installation of the .rWin begins 1. Protection of Geotextlle - Traffic or construction equipment will not be permitted to travel directly on the geotextile. The geotextile shall be protected at all times during construction from contamination by surface runoW and construction activitie.. The geotextile shall be covered with the specified cover material as soon as possible; uncovered conditions shall not exceed 7 days. Specified cover material shall be placed on the geotextile in such a manner that the geotextile Is not tom, punctured, or shifted. The minimum cover layer shall be eight inches thick or twice the maximum aggregate size, whichever Is thicker, before construction equipment is allowed over the area of the geotextile. End -dumping of aggregates from tacks directly on the geotexfile will not be permitted. J. Repair of Geotextllp - All geotexble that Is tom, punctured, or comaminoWd during construction shall be repaired or replaced by the Contractor. The repair shall consist of a patch of the type of geotextile placed over the affected areas. The patch shall overiap the existing geotextile a minimum of three foot from the edge of any part of the rupture. Where geotextile seams are required to be sewn, any damaged sheets shall be repaired by sewing, unless otherwise indicated on the plans. In the contract, or as directed by the Engineer. K. Overlaps - Minimum overlap requirements are listed In the following table. Minimum Overlap Requirements Underdrain 1' Geolextiles Under Class I S II Stone Fill 2' Geolextiles Under Rlprop 6 Classes III 6 IV Stone FIII Stone FIII 3' Roadbed Subgra le Stabilization 3' Roadbed Subgrade Separation 2' G otextile Under Railroad Ballast 3' In the event that the specified overlap Is not sufficient, as determined by the Engineer, the overlap shall be Increased to provide adequate coverage or the gootextlle shall be sawn together In the field, if field sown, the requirement. of Section 3.12, Field Seams, shall apply. L. Field Seems 1. Field seams shall be sewn with polymeric thread, consisting of polypropylene, Polyester, or Kavlar and shall be as resistant to deterioration as the geotextile being sewn. The thread shall be of a contrasting color with the geotexllle being sewn, and shall be made such that the stitches are exposed for Inspection when the geotextile Is pieced. Thread shall be as mistant to ultraviolet light es the geotextile being sewn. 2. Stitchl LE ug Ipment - The stitching equipment shall be such that it will provide an acceptable lock -type stitch, as recommended by the geotextile manufacturer and approved by the Engineer, 3. Stitch Requirements - Two rows of lock -type stitching shall be used to make the seam. The two rows of Hitching shall be 1/2 inch apart with a tolerance of H-114 Inch and shall not cross, except for restitching. 4. Mingnum Seam Allowance - The following table indicates the minimum required seam allowance, I.e. the minimum distance from the geotextile edge to the stitch line nearest to that edge. Seam Tvw (See Plans) Minimum Seam Allowance (In.) Flat, or Prayer, Seam Type SSA-1 12 "J" Seam, Type Su-1 1 Butterfly -folded Seam, Type SSd-1 5. Seam Type - The Contractor shall obtain the gaotextlle manufacturers recommendation for the type of seam and stitch to be used. If the Contractor doe. not provide the foregoing technical information, then the Contractor shall use a "J" seam with two passes of a lock -type stitch which places al least three elitche. per Inch of sewn seam, This seem will be tested as required by these epec8lcation. The prayer seem (flat) can be used for repair of damaged in -place PART 4-MEASUREMENT 4.01 METHOD OF MEASUREMENT A. The accepted quantities of geotextile fabric will be measured by the square yard as determined by the actual surface measurements of the Nngtha and widths of thn installed uses. PARTS -PAYMENT 5.01 BASIS OF PAYMENT A. The accepted quantities of geotextile fabric will each be paid for at the contract unit price per square yard complete In place. MINIMUM AVERAGE ROLL VALUES FOR GEOTEXTILES Roadbed Railroad Under Underdraln Gootextlle Tot Subgrade Ballast Stone Trench Slit Turbidity Property Method Separator Separator FM* Llnina__.. Fen" Curtain 1. Grab Tensile ASTM Strength (tbs) D-4632 300 ISO 240 go. 90 200 2. Grab Tensile ASTM 20 min Elongation (%) D-4632 20 20 15 50 max a 45 tbs 3. Burst ASTM Strength (psi) D-3786 600 400 430 130• 4. Puncture ASTM fib.) D-3787 120 100 80 80 120 5. Trapezoidal ASTM Tear Strength D-4533 120 1D0 5C 50 50 (tbs) 6. Apparent ASTM Opening Size D-4751 >50 70 >50 >50 20 70 (Sieve Size) 7. Permittivity ASTM (0.1 crws) (0.01 (ODD (secl) D-4491 0.30 cm/5) MIS) 0.01 8. UV Resistance ASTM (% Strength D-4355 70 70 Retained) 9. Other woven nonwoven woven woven only nonwoven only, slit only 12" min. eglfilm not film not overt permitted permitted • Where angular aggregate larger than 4" size or sharp objects will be In contact with the geotextile, or If the trench Is deeper than 10 feet, then the minimum Grab Tenalle Strength and Burst Strength shall be increased to 180 tbs. and 290 psi, respectively. ' For fabric to be placed underwater, the specific gravity of the geolextlla shall be >1.00. END OF SECTION 02593 SECTION 02700 WATER SUPPLY SYSTEM PART 1- GENERAL . 1.01 SUMMARY A. Section includes. 1. PIP. Materials 2. Hydrant. 3. Valves 4. Fittings 5. All other appurtenances necessary to complete the water main system as shown on the Contract Plans. 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturer of products and aooessones specified, Indicating compliance with requirements to the Engineer and local municipality. 1.03 QUALITY ASSURANCE A. All materials and the installation procedure shall be In accordance with the Department of Environmental Conservation, Water Supply OMsion and the applicable construction ordinances of the local municipality. PART2-PRODUCTS 2.01 GENERAL A. Furnish ells, Was, reducing tees, wyes, couplings, Increasers, crosses, transitions and end ups of the same type and Uass of material as the condult, or of material having equal or superior physical and chemical properties as acceptable to the Engineer as necessary to complete the water system. 2.02 DUCTILE IRON WATER PIPE A, Pipe shall be Tyton Ductile Iron Class 52 (sizes as shown on the plans) conformingto current ANSI/AWWA C151/A21.51 latest revision. Push-onjoint pipe shall be minimum thickness Class 52. Push -on joint accessories shall conform to applicable requirements of ANSI/AWWA Cl 11/A21.1 I S. Pipe shall be cement mortar hired on the Inside In accordance with ANSI Specficabon A21.4 except that the cement lining thickness shall not be less than 1/8 Inch. A plus tolerance of 1/81nch will be permitted. C. Pipe shall be given an Interior bituminous coating in accordance with ANSI Specification A21.4 and an extenor bituminous coating of coal, tar or asphalt base In accordance with ANSI Specification A21.51, 2.03 FITTINGS A. Ductile Iron fittings shall conform to AV WA C153 and ANSI Specification A21.10, 350 PSI working pressure. B. All M.J. fittings shall have mega -lug glands for additional joint restraint. C. Bolts shall conform to ANSI Specification A21.10/Aid WA C111. 2.04 TAPPING SLEEVES NOT APPLICABLE A. Tapping sleeves shall be of the split sleeve design, constructed with two solid half -sleeves bolted together. Sleeves shall be full -wrap and full gasket stainless steel, shall have a working pressure of at least 200 psi, and shall have mechanical joint ends with end and side gasket seals. B. All iron body tapping &leaves shall be provided with a 314" NPT lest plug, or other provisions must be made for air testing the valve and sleeve at maximum working pressure, prior to tapping. C. All bolts and nut, for mechanical joints of tapping sleeves shall be of high -strength "al Iron or high -strength, low -alloy steel conforming to ANSUAW WA C I I I1A21.11-90. D. All bolts and nuts for flanged joints of tapping sleeves shall be of AISC Type 304 stainless steel. E. All bolts and nuts shall be sound, clean, and coated with aresat-resistant lubricant; their surfaces shall be free of objectionable protrusions that would Interfere with their fit In the made-up mechanical w flanged joint. F. All bolts and nuts used with all pipe sleeves shall, upon final tightening and testing, be brush coated heavily with bitumastic cold -applied material to thoroughly cover all exposed sud.ces of the bolts and nuts. 2.06 TAPPING VALVES NOT APPLICABLE A. Tapping valves shall unf.- to ANSI/AWVVA C509-87 Standard for Resillent-Seated Gate Valves for Water and Sewage Systems, except as modified herein Valves shall open counterclockwise and shall have a minimum working pressure of 200 psi. Inlet flanges shag be Class 121 conforming to ANSI Specification 816.1 or ANSI/AWWA C110/A21.10, and outlet connection shall be Standardized Mechanical Joint unless specd otherwise on the Contract Plans for the type of pipe required for the branch or lateral pipeline. B. Buried tapping valves shall be provided with a 2 inch square wrench nut and shall be Installed with a cast iron valve box as required to allow positive access to the valve operating nut at all limes. In installations where the depth from grade to top of valve operating nut is greater than WO", a valve stem riser shall be provided and Installed such that the depth from valve stem riser nut to grade Is from 4'0" to 6'0" (minimum length of valve stem riser is 70"). Valve stem riser shelf be of high strength .reel and of welded construction. 2.06 GATE VALVES NOT APPLICABLE A. Valves shall be manufactured to meet all requirements of AWWA Specification C509-87. Valves 12 Inches and smaller shall be bubble tight, zero leakage at 200 per working pressure. Valves shall have non -rising stems, open counterclockwise, and be provided with a 21nch square operating nut with anow casl in metal to Indicate direction of opening. Each valve shall have makers name, pressure rating and year in which manufactured cast on the body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to twice the specified working pressure. Gate valves shall be Mueller, Dressor, Kennedy or those approved by the City of South Burlington. B. Buried valves shall be Installed with a valve box. 2.07 VALVE BOX A. Cast Iron Now England style slide -type, 5 114 inch shaft, 6 foot trench depth. B. Cover shall be mat iron, marked "WATER" and indicating direction of opening. 2.08 HYDRANTS NOT APPLICABLE A. Mueller or Kennedy M/JI Shoe N 5 114 A, 24015 I.M.P. with 6 foot minimum bury end National Standard thread. The hydrants shall have at Nut 12 inches between the bottom of the steamer cap and the ground. The Contractor shall verify the hydrant requirements with the local water department. 2.09 COPPER SERVICES NOT APPLICABLE A. Corporations shall be Waterworks Brass and manufactured in accordance with AV WA C800. Corporations shall have Mueller threads. adopted as AWWA Figure 1, at the Inlet and a compression -type fitting at the outlet. Both Inlet and outlet shall be of the some size. Corporations shall be directly tapped Into ductile Iron pipe. In no other In lance, except when a tapping sleeve and valve is used, shall a tap be made without a Corporation. Corporations shall be Mueller or equal. B. Curb stops shall be Inverted key type manufactured by Waterworks Brass In accordance with AWWA C800. The curb stop shall open left and have a positive slop. No curb stop shall have the ability to drain the service fine. Both Inlet and outlet of the curb stop shall have compreselon4ype llttings The We head of the curb stop shall have provisions for the connection of a service rod. Curb stops shall be Mueller 152DO or approved equal. O Copper tubing shall by Type "K", sob temper, conforming to ASTM B88. The name of trademark of the manufacturer end type shall be stamped at regular Intervals along the pipe. D. Curb boxes shall be of the sliding adjustable type capable of adjusting from 5 feel to 6 Net. The base of the box shall be arch type so as to prevent the box from resting directly on the curb slop. The adjustable upper aecllon shall be suitable for use with the sasoclated curb stop. PART 3 - EXECUTION 3.01 INSTALLATION PROCEDURES she A. Installation of all water lines shall be In accordance with AWWA C 600 latest revision. S. All pipe and fittings shall be Inspected and tested In accordance with the manufacturers specifications and the aforementioned AWWA Specifications. The Contractor shall furnish for approval certification from the pipe manufacturer that all tests have been performed with sabsfactory results. Pipe shall not be installed without the Engineers approval. C. Pipe, fittings, and accessories shall be carefully handled to avoid damage. Prior to the date of acceptance of the project work by the Owner, the Contractor shall replace any new pipe or accessory found to bs defective at any time, Including after installation, at no expense to the Owner. D. All pipe showing cracks shall be rejected. If cracks occur In the pipe, the Contractor may, at his own expense and with the approval of the Engineer, cut aft the cracked portions at a point at least 12" from the visible limits of the crack and use the sound portion of the pipe. E. All pipe and fittings shall be cleared of all foreign matter and debris prior to Installatton and shall be kept clean until the time of acceptance by the Owner. F. The pipe shall be laid to conform to the lines and grades indicated on the drawings or given by the Engineer. Each pipe shall be so laid as to form a close joint with the next adjoining pipe and to bring the Inverts continuously to the required grade. G. At all times, when the pipe laying is not actually in progress, the open ends of the pipe shall be closed by temporary watertight plugs or by other appfoved means. II water Is in the !ranch when work Is resumed, the plug shag not be removed until all danger of water entering the pipe has passed. The pipe shall be Installed In trenches and at the tins and grade shown on the Contract Plans. Any defiectlor )MnN shall be within the limits specified by the manufacturer. H. Al piping and appurtenances connected to the equipment shall be supported so that no strain will be Imposed on the equipment. If the equipment manufacturers specifications Include that piping loads are not to be transferred, the Contractor shall submit certification of compliance. I, For pressure piping, concrete thrust blocks shall be installed at all unrestrained fittings and other locations as indicated on the Contract Plans. Minimum bearing area shall he as shown on the Contract Plans. Concrete shall be 2,500 psi. Concrete shall be placed against undisturbed material and shall not cover joints, bolts or nuts, or interfere with the removal of any joint. Wooden side forms shall be provided for thrust Mocks. J. Reserved. K. A minimum separation of 18" vertical and 10' horizontal shall be maintained between the outside of all water end sewer lines unless a variance is granted by the Water Supply Division. L. Thera shall be no physical connection between the distribution system and any pips, pumps. hydmnls, or tanks which am supplied Or may be supplied with a water that Is, or may be contaminated. M. The Contractor shall take all necessary precautions to prevent flotation Of the pipe in the trench. N. All trenching safety standards shall be In conformance with all applicable State and Federal guidelines. The Contractor shall be solely responsible for any safety citations by Stale or Federal Inspectors. 3.02 SETTING OF VALVES AND FITTINGS A. Valves, fittings, plugs, and caps shall be set and joined to pipe In the manner specified above for laying and joining pipe. she B. Valve boxes are to be Installed on all burled valves. The boxes shall be coat iron with a minimum 5 1/4" diameter and long enough to extend from the veto finished grade. The boxes shall enclose the operating nut and stuffing box of the valves. Valve boxes shall not transfer loads onto the valve. C. Covers shag be close fitting and dirt tight with the top of the cover flush with the lop of the box rim. Covers shall be marked "WATER" with an arrow Indicating the direction of opening. 3.03 SETTING OF HYDRANTS NOT APPLICABLE A. Hydrants shall be located as shown or a. directed so as to provide complete accessibility and minimize the possibility of damage from vehicles or injury to pedestrians. 8. Men placed behind the curb, the hydrant barrel shall be set so that no portion of the pumper or hose nozzle cap will be less than 6 Inches nor more than 12 Inches from the gutter face of the curb. C. When set In the lawn space between the curb and the sidewalk, or between the sidewalk and the property line, no potion of the hydrant or nozzle cap shall be within 6 inches of the sldewalk.ed. D. All hydrants shall stand plumb and shall have their nozzles parallel with, or at right angles to, the curb, with the pumper nozzle facing the curb, except that hydrants having two hose nozzles 90 degress apart shall be set with each nozzle facing the curb at an angle of 45 degrees. Hydrants shall be set to the established grade, with nozzles at least 12 inches above the ground, as shown or as directed by the Engineer. E. Each hydrant shall be connected to the main with a 6 Inch cast Iron branch controlled by an Independent six Inch gate valve, unless otherwise specified F. The waste opening of all hydrants will be securely plugged. 3.04 DISINFECTION A. Disinfection of the pipeline shell be directed by the Engineer and coat$ for all water, materials, equipment and labor to perform the required testing shall bit at the Contractors expense. AWWA Standard C-651 (latest revision) shall be used as a basis for the disinfection process. NI disinfection/ testing shall be completed by an Independent third party unless otherwise approved by the Engineer or local municipality. W The Engineer will require as minimum: 1. Complete gushing of the pipeline to wash out all dirt, debris, etc. which may have accumulated In the pipeline during construction. 2. Following flushing (to clean clear water), the Contractor will add chlorine to the entire pipeline volume of water such that the water will have not less than 25 mg/L free chlorine, and let the mixture set for at least 24 hour.. 3. After the 24 hour duration, the water In the pipeline shall be tested for residual free chlorine and must contain a minimum of 10 mg/L chlorine. If less than 10 mg/L are found, then the disinfection procedure shall be repeated unfit at least 10 mg/L chlorine residual is Indicated by test. 4. Upon successful completion of the steps above, the pipeline shall be fiushed again until the chlorine concentration In the pipeline is no higher than that prevailing in the supply system. After this final Rustng and before the pipeline le placed In servicer bacteriological samples shall be collected on two consecutive days, and submitted to the Vermont Health Department for anslysls.n If the Initial disinfection falls to produce samples which pass the Vermont State Health Department requirements for potable drinking water, then the process shall be repealed until satisfactory results are obtained. Upon satisfactory results by the Vermont State Health Department, the pipeline may be placed in servica. 3.05 PRESSURE AND LEAKAGE TESTS SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX 485 SHELBURNE, Vr 0542 em-seo-zsa3 FwL' Wool-4?rl wM� werv.nsr,.com - eu. asxTs eesaxven o,nan ACL carczzo DSM •1-2. DSM OWNER SUMMER ICE JOINT VENTURE GREENFIELD CAPITAL, LLC PROJECT: LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT aWINON SPECIFICATIONS A. The Contractor shelf furnish all gauges, testing plugs, caps and all other necessary equipment and labor to perform leakage and pressure tests in sections of an approved length. Each valved section or a maximum length of 1,000 feet of pipe shall be tested. The Contractor shall provide at his own expense any additional taps to the water line necessary to perform the pressure and leakage test between valves. All disinfectlondesting shall be D.T. completed by an independent third party unless otherwise approved by the Engi-, or 1-1 municipality. AUG., 2006 B. All water required for testing shall be potable. All testing shall be xcux conducted in the presence of the Engineer. NONE 06192 C-/ .2 E C. The Contractor shall make the necessary provisions to tap the pipe at 3.03 PREPARATION local municipality's standards. Inverts shall have the D Air Testing Low pressure air testing shall be conducted in SITE ENGINEER: the high point to release all air and shall plug items after completing the test. A. Hand trim excavation (where naca$esry) to required elevations. Coned axed shape of the sewer to which they are connected, and accordance with the following procedures: Hydrants or blowoffs located at high points may be used for air release in lieu overaxcavations with fill material. any change in size of direction shall be gradual and even. 1. Each and of the test section shall be plugged, capped b. All s and other o pipe openings into the manhole shall of tops if approved by the Engineer. and braced. Necessary safety precautions shall be taken be suitably plugged In a manner to prevent T B. The slopes shall be graded to match the grade as shown on the plans. C. All manholes are to be provided with copolymer polypropylene to prevent blowouts and possible injury. displacement. D. For me pressure test. the Contractor shall develop and maintain for two Whom required, end sections shall be placed and backfilled to prevent plastic steps with steel reinforcement 12 inches on center. 2. An alit hose shall be connected to a tapped plug used for c. A plate with an Inflatable rubber ring the size of hour 150% of the workingpressure or 200 p psi, whichever is greater. Failure undermining. an air Inlet. The hose MR be connected to the air the to of the manhole shall be Installed b p y to hold within 5 r of the des' noted ressuro for the hvoalour p= g p peod D. All manholes shall be provided with rough, grey, cast iron control equipment, which shall Include valves and inflating the ring with air to pressure adequate to CIVIL ENGINEERING ASSOCIATES. INC. constitutes a failure of the esction tested. C. Remove large atones or other hard matler which could tlemage dralnege manhole frames and coven. All iron castings shall pressure gauges. There shell allow sir enter the prevent leakage o} air between the rubber ring and P.O. BOX 185 SNELBURNE, VT 06482 structures or impede consistent bactdilling or compaction. or thoroughly cleaned and men coated with hot tar before being a sewer tent line, monitor alit pressure in the sewer, shut the manhole wall. mza 2wa Fox sox-assurr No pipe installation shall be accepted H the leakage is greater than that delivered. Frames and coven shall be LeBaron LC 266, or an off air, and provide pressure reduction and relief. The d. Air shall then ha um out d the manhole through g e determined by the following formula: 3.04 INSTALLATION OF PIPE approved equal, and have a minimum weight of 400 pounds. monitoring pressure gauge shall have a range of 0-10 psi an opening In they plate a vacuum Is created _ with divisions d 0.10 psi and accuracy of 0.05 gait. Inside of the manhole equal to 10 inches of mercury D"wri La N P .5 or L- 3 P "0.5 E Precast risers and bases for manholes shall conform to ASTM 3. The air compressor and air supply shall be connected to on an approved vacuum gauge The removal of air i0 A Pipe shall be Installed In accordance with Section 02225 - Utility _LL 40 7400 133200 Trenching and Backfilling. Specification C-478. The pipe opening in the precast the lest line and the test section filled slowly, until shall men be stopped and me test begun. ACL anhol. system shall have a test -In lace flexible gasket or -p p a constant pressure of 4.D psig la maintained. e. The manhole shall pass thla test if vacuum holds Whichever I. lee. 3.06 INSTALLATION OF DRAINAGE STRUCTURES an equivalent system for pipe installation as approved by 4. A pressure above 3.0 psig shall be maintained for at at 10" H or drops no lower than 9" H wthin the g P g Clizi the En Joint, between manhole debits shall be 1" Engines least five minutes to allow the tam peroture ID fail times DSM A. Precast concrete structures minimum width flexible gasket or approved equals. stabilize. A check for leeks shall be made and it any Time S = Length of Pipe Testing are found, the pressure shall be released and the Depth of 4' Manhole Minutes Seconds MPR.V.D L = Allowable Leakage in GaVHr 1. Place precast mnaete structures and covers as shown on the Contract 2.05 CLEANOUTS fitting replaced or repaired. 0' - 10, 2 0 DSM D = Nominal Diameter of Pipe (") Plans, 5. After the stabilization period, the pressure shall be 10' - 15, 2 30 OWNER: P = Average Test Pressure A. Cleanouts for gravity sewers and force mains shall be adjueled to 3.5 pep and the air supply disconnected 15' - 20' 3 0 9 (Psi) 2. Where manholes occur In pavement, eel tope of hamea and coven flush N = Number of Joints in the Pipeline Tested with Mlsh surface. provided at locations Indicated on the plans or as directed 6. Measure and record the time Interval for the lest line 20' - 25' 3 30 3. Provide rubber Joint gasket complying with ASTM C443. by me Engineer. Claanout frames and coven shall be of pressure to drop hoer 3.5 pep to 2.5 pep. All testing shall be conducted in accordance with AWWA C600 (latest tough gray cast Iron. Castings shall be true to pattern and 7. If the groundwater table is above the pipe, Increase I. If the vacuum drop exceeds 1" Hg during the SUMMER ICE revision). 3.06 INSTALLATION OF STONE FILL free from flaws. The bearing surface of deanout frames and above test pressures 0.5 psig for each foot the specified time periods, the manhole shall be covers against each other shall be machined to give groundwater le above the invert of the pipe. resealed and Steps 2 through 5 above repeated until JOINT VENTURE F. Should any section of pipe fall either the pressure or.leakage test, the A Place stone fill as shown on Contract Plans. continuous contact throughout their circumference. 8. The requirements of this specification shall be the vacuum holds for the specified time. Contractor shall do everything necessary to locate and repair or replace the considered satiefted if the time required In seconds for APPLICANT` defective pipe, fittings or joints at no cost to the Owner END OF SECTION PART 3 - EXECUTION the pressure to decrease from 3.6 to 2.5 psi greater than the average back pressure of any groundwater that g. After the manhole passes the vacuum test, it shall 3.06 COPPER SERVICE CONNECTION NOT APPLICABLE 3.01 GENERAL may submerge the pipe is not less than that computed be backfilied carefully fro that no leaks are General SECTION 02730 - SANITARY SEWER SYSTEMS A. Cara shall ha exercised by me Contractor to avoid according to the following table. created. If the manhole Is disturbed In any way GREENFIELD A. Requirements: The Contractor shall Install co q pper services as Indicated on the Contract Plans or as directed by the Engineer. Each service disrupting the operation of existing sanitary sewer Minimum Test Time for Various Pipe Sizes during backfill, H shall again be vacuum tasted according to Steps 1 through 5 above. If the torpor p, copper lupin and a curb box with shall consist of a corporation, wrb stop, g, PART 1 -GENERAL facilities without prior written approval of the Engineer. manhole fails me vacuum test, the Contractor shall CAPITAL, LL C service rod, Corporation shall be attached to the ductile Iron pipe by means __Oiametar (Inches) Tlma (Sec.1100 Ft] test the manhole using the manhole exfihralion of a direct tap. 1.01 SUMMARY B. When existing underground utilities not scheduled for test. removal or abandonment are encountered in the excavation, 4 IS h. The Contractor shall provide the Engineer with a PROJECT: B. The copper service shall be extended beyond the curb stop, if required, A. Section includes: they shall be adequately supported and protected from 6 45 written log of each manhole leakage test result. as shown on the plans. 1. Gravity Sewer Pipe damage. Any damage to utilities shall be repaired promptly S 75 I. Manholes shall be tested and accepted prior to 2. Manhole Structures and Appurtenances at no additional wet to the Owner. 10 90 building manhole Inverts. C. Building Service Construction Methods. The Contractor shall make all 3. Pressure Sewer Pipe 12 110 LOGIC necessary tops Into the water main and will install for each building an C. Inetolletion of pipe shall ha in accordance with Section J.07 PRESSURE PIPE TESTING approved brass corporation stop. The Contractor shall also conned the B. Related Sections: 02225 - Utility Trenching and Backfilling antl as specified 3.06 MANHOLES copperservice pipe to the flanged joint, which still be connected to 1. Section 02225 - Utility Trenching and Backfilling by this section.Allpp A. General. force mains shill peso the hydrostatic SUPPLY with the Intl and outlet for the appropriate capper service pipes c.,b.tpSuch A. The excavation shall be to the depth indicated on the plans test test and leakage test described heroin. Prior to cu pipe. Such curostop shell be located not less men 5'$" below the Around 1.02 SUBMITTALS 3.02 BEDDING FOR PIPE or ordered by the Engineer, and carefully shaped and graded. shall tenting, all anchors and braces shell be installed. All testing, INC- surface and shall be accessible from the surface through an approved valve concrete thrust blocks and restraints shall be In place and box. A. Product Data: Submit published data from manufacturers of A. The bedding material shall be shaped to fit the pipe for a B. Manhole sections shall be precast concrete and shall conform _red at least seven day.. All buried pipe shall be products and accessories specified, indicating compliance depth of not less then 10 percent of its total height end to the dimensions Indicated on the plans or ordered by the backfilled. Suitable test plugs shall be installed and air LOT 10 END OF SECTION 02700 with requirements. shall have feces$$$ to receive the bell. Engineer. release valves shall be installed at the high points. MEADOWLAND BUSINESS PARK 1.03 QUALITY ASSURANCE 3.03 LAYING PIPE C. Channels, Inverts and floor areas for sewer manholes shall S. Hydrostatic Test The following procedure shall be used. SOUTH BURLINGTON SECTION 02725 be constructed of brick and mortar or concrete. Inverts 1. All air release valve. shall be opened and the pipe VERMONT A. All sanitary sewer materials and construction of same shall A. In general, sewer pipe shall be Installed in accordance with shell have the exact shape of the sewer to which they are shall be filled with water at a rate not to exceed the be as shown on the Contract Plans and shall meet the the latest detailed instruction. ofthe manufacturer connected and any change In size or direction shall be venting capacity of the air release valves. DRAINAGE requirements of the State of Vermont Agency of Natural gradual and even. All construction of sewer manholes must 2. The water pressure shall be raised to 150 percent of the PART i - GENERAL Resources (Department of Environmental Conservation) and the B. The tying shall begin at the outlet and and the lower be carted out to insure watertight work. designed operating pressure or 60 psi minimum at the 1.01 SUMMARY Public Works Standards and Specifications of the local segment of the pipe shall be in contact with the shaped highest point, municipality bedding throughout its full length. Bell or grooved ends of D. The required courses of brick shall be placed on lop of the 3. Failure to hold the designated pressure within 5 psi of A. Section includes: rigid pipes and the circumferential laps of flexible pipe concrete to the elevation Indicated on the plans or ordered the specified test pressure for the two hour period PART 2 - PRODUCTS shall be placed facing upstream. by the Engineer. Brick shall be laid In an appropriate I wnstftutee a failure of the section tested. 1. Drainage pipe end appurtenances, _ manner by a competent mason. After the bricks are laid, the 2. Drainage structures. 2.01 GENERAL C. All pipe end finings shall be carefully examined for joints on the Inside of the brick masonry shall be nasty C. Leakage Test. The following procedure shall be used-. defects and no pipe or fittings shall be laid which are pointed. The outside surface of the brick shall be covered 1. Leakage shall be defined as the quantity of water that B. Related Sections. A. Furnish ells, tees, reducing tees, wyes, couplings, known to be defective. If any defective piece Is discovered with mortar of the same quality as used for laying the must be supplied Into else belied testedmaintain increasers, crosses, transitions and and Caps of the same after laying, 11 shall be removed and replaced at the bricks so that a reasonably smooth surface Is obtained. pressure within 5 pal off the specified teal pressure, 1. Section 02225 - Utility Trenching and Backfilling type and class of material as the conduit, or of material Contractor's expense All pipes and fittings shall be 2. No Ape Installation shall be accepted it the leakage Is on shall be c having equal or superior physical and chemical properties as cleaned before they are laid and shall be kept clean until E. The cast Iron frame shall be set as indicated on me plans greater man that the following formula 1.02 SUBMITTALS acceptable to the Engineer to provide a complete and accepted in the completed work. In a full mortar bed. The grade or cover shall be property operable system. placed placed in the home. L= ND(P)"0.6 A. Manufacturer's technical data for: The pipe shall be laid to conform to the lines and grades 7100 2.02 PVC GRAVITY SANITARY SEWER PIPE Indicated on the drawings or given by the Engineer. Each 3.06 MANHOLE TESTING Whichever 1. lee. 1. Pipe and appurtenances. pipe shall be so laid a. to form a dose joint with the next L= i 2. Structures. A. PVC sewer I shall conform in all respects to the latest pipe ps adjoining j g pipe and to bring me Inverts continuously to the A. Manholes shall be lasted separately by one of the following 133,100.5 133 700 revision of ASTM Specifications D-3034 or F879, Type PSM required grade, two procedures' PART 2 - PRODUCTS Polyvinyl Chloride (PVC) Sewer Pipe and Fittings. SDR 35 1. Exfiltratlon Leakage Test All pipes and other openings 8 = Length of Pip. Testing _--- - -"-- 2.01 GENERAL REQUIREMENTS pipe. All pipe and fittings shall be clearly marked as E. The Contractor shall take all necessary precautions to Into the manhole shall be suitably plugged and the plugs L = Allowable Leakage In G.IIHr folio" prevent flotation of the pipe In the trench, braced to prevent blowout. D = Nominal Diameter of Pipe (") A. Furnish ells, teen, reducing tees, wyes, couplings. Increasers, crosses, • Manufacturer's Name and Trademark P = Average Test Pressure (psi) transitions and end caps of the some type and Gass of material as the - Nominal Pipe Size (as shown on plans) F. When pipe laying Is not in progress, the open ends of the The manhole shall than be filled with water to the top N • Number of Joint In the Pipeline Tested conduit, or of material having equal or superior physical and chemical - Material Designation 12454-C PVC pipe shall be closed with temporary watertight plugs. If of the cone section. A period of time may be permitted, properties as acceptable to the Engineer. water Is in the trench when work Is resumed, the plug shall If the Contractor fro wishes, to allow for absorption. All testing shall be conducted In accordance with AW WA o,T¢ cYsam eadsror - Legend "Type PSM SDR 35 PVC Sewer Pipe" or not be removed until all danger of water entering the pipe At the end of this period, the manhole shall be refitted COOD-87 or latest revision. 2.02 DRAINAGE PIPE AND PERFORATED PIPE "PS 46 PVC Sewer Pipe" is eliminated. to tlro lop of the cone, If necessary, and the measuring - Designation ASTM D-3034 or F679 time of at least four hours begun. At the end of the -"-- -----`-- A. If the Cordrad Plans do not specify a particular type of pipe, at the G. For face mains, concrete reaction blocking shall be test period, the manhole shall be refilled to the top of END OF SECTION 02730 --- Contractors option, the following materials may be used: B. Jolnta shall be push -on type using elestomeric gaskets and provided as detailed at ell bends deflecting 22112 degrees or the cone, measuring the volume of water added. This - shall conform to ASTM D-3212. The gaskets shall be factory more. At the Contractor's option, retainer glads may be amount shall be converted to gallons per vertical foot 1. Polyvinyl Chloride pipe conforming to ASTM Specification D3034 or Installed. The pipe shall be furnished in nominal 13 fool used at bends in lieu of concrete blocking. Retainer glands depth for 24 hours. The leakage for each manhole shall ' F679, (PVC) sewer pipe and fittings SDR 35. lengths. Sufficient numbers of short lengths and full shall also be provided at all joints within three pipe not exceed one gallonNerflcal fooVday. If leakage --- 2. Comlpsted Polyethylene pipe and Mirgs (smooth interior) meeting the machine fittings shall be provided for use at manholes and lengths each side of the bendsexceeds the allowable rate, reinaln shall be made as requirements of AASHTO M-294 and M-252. connections. All connections will require the use of approved by the Engineer and the manhole retested. manufactured Mtlnps. Field fabricated, saddle -type 3.04 GRAVITY SEWER PIPE TESTING 2.03 CONCRETE STRUCTURES connections will not be considered acceptable. If the Contractor sleds tobackfill prior to testing, A. The Contractor shall provide all necessary equipment and the testing shall be at his own risk, and h shall be A. ASTM C478, sized as Indicated. 2.03 PVC PRESSURE SEWER PIPE Instrumentation required for proper completion of the Incumbent upon the Contractor to determine the reason 11-hingme and Quality test procedures, for any failure of metest.1bNo adjustment in me 2.04 METAL ACCESSORIES A. PVC pipe shall conform In all respect to the latest tof ewall, f disposal and method of disposal of water shall ha approved by the leakage atiowance will be made for unknown rouses such SPECIFICATIONS revisions of ASTM Specifications D-2241. All pipe and Engineer. Prior to testing, flush with water to remove as leaking plugs, absorption, etc. It will be assumed A. Manhole frames and coven: fittings shall be SDR 26 dearly marked as follows construction debris that all lass of water during the lest Is a result of leaks through the joints or through the concrete. 1. Grey cast iron, ASTM A48, as shown on plans. - Manufacturer's Name and Trademark B. All tests shall be made in the presence of the Engineer. Furthermore, the Contractor shall take any steps PART 3 - EXECUTION - Nominal Pipe Size (as shown on plans) Preliminary tests made by the Contractor without being necessary to assure the Engineer that the water table Is 3.01 INSPECTION - Material Designation 12454-A PVC ASTM D-1784 observed by the Engineer will not be accepted. The Engineer below the bottom of the manhole throughout the test, will be notified at least eight hours before any work Is to 2. Vacuum Test. This method of testing manholes for A. Examine the areas and conditions under which storm sewer system work B. Joints shall be push -on type using etslomeric gaskets be inspected or tested. leakage Involves the use of a device for sealing the top is to be installed and notify the Engineer in writing of conditions detrimental factory installed conforming to ASTM Specification D-3212. of the manhole cone section and pumping the air out of to the proper and timely completion of the work, Do not proceed with the C. The maximum sewer length to be tested at one time shall be the manhole, mating a vacuum and holding this vacuum work until unsatisfactory conditions have been corroded. 2.04 MANHOLES that length between any two manholes. for a proscribed period of time. The procedure for this Is as follows: own Dassmc -...atest 3.02 GENERAL A. Manholes shall ha sized as Indicated on the plan and shall a. All lifting holes and exterior joints shall be AU" 2006 be precast concrete with a monolithic bass and shall conform filled and pointed with an approved no"Irmoking A. Whn existing underground utilities, which are not scheduled for removal or abandonment. are encountered in the excavation, they shall be to the latest version of ASTM Specification 0478. mortar. The completed manhole shall not be backfflled prior to testing. Manholes which have xsu NONE ( �." { adequately supported and protected from damage. Any damage to utilities S. Shelves shall be constructed with concrete having a minimum been b.ckfllled shall be excavated to expose the `/ `/ shall be repaired promptly at no additional met to the Owner compressive strength of 3,000 psi at 28 days. Inverts for entire exterior prior to vacuum testing or the PRa ND. sewer manholes shall be as shown on the plans and details manhole shall be tested for leakage by means of the . ��2 and shall be constructed with concrete or back, as par the exillhation leakage test. mimvmmjmlm tTi I� L_I ❑ U �ELEVATIONS El CA 10 Mansfield View Lane South Burlington, VT 05403 November 15, 2013 Mr. Ray Belair, Zoning Administrator City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Re: Logic Supply Light Manufacturing Facility Expansion 35 Thompson Street, Meadowland Business Park Sketch Plan — PUD Amendment Dear Mr. Belair: Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com Logic Supply, LLC is seeking to expand its existing light manufacturing facility at its 35 Thompson Street location within the Meadowland Business Park. The current proposal is to add 25,840 SF to the existing 14,878 SF facility. 'The proposed expansion will enable the existing building to be significantly improved in relation to its communication with the existing streetscape. This expansion proposal will enable the main entrance to be re -oriented to communicate with the visual approach on Meadowland Drive and from more remote locations such as Hinesburg Road. To readily enable access for visitors to the refocused main entry on the west side of the building, we are proposing that the circulation around the building be improved with a new access point on to Meadowland Drive. As we previously discussed this represents an updating of the original concept of this being a high volume free flowing roadway connecting to South Brownell Road in Williston. The Town of Williston does not identify this corridor as being a priority connection nor is it included on their Official Map. That coupled with the fact that the area between Meadowland Drive and South Brownell Drive is comprised of an ANR mapped Significant Natural Community, Habitat Block, Class II wetlands and the Muddy Brook flood plain, the challenge for interconnection is very high. Mr. Ray Belair Page 2 of 2 November 14, 2013 As this application seeks an amendment to the original requirement instituted in 1996 in which access for this lot was limited to Thompson Street, we are seeking an amendment to the original PUD approval for the Meadowland Business park to facilitate the implementation of the re -orientation of the building. The proposed building height will comply with the 35-foot maximum and no waiver for roof mounted equipment is proposed. The proposed lot coverage has been maximized as it relates to the Districts and State Stormwater Permit maximum of 50%. This is due in part to the client's need for more parking than required by Article 13 of the LDR's. The applicant will provide as part of the next stage of permitting the documentation of the existing employee/GSF occupancy levels which will translate into parking requirements depicted on this site plan. This completes our summary of the proposed features of the proposed expansion. If you should have any questions, please feel free to contact me at 864-2323 x 310. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures Sketch Plan Application Application Fee of $879.80 Sketch Plan - Base fee $350 + $13 = $363.00 + 25,840 non-residential sq. ft. x $0.02 = $516.80 Total=$879.80 Proposed Conditions Site Plan 6 full size and one 11 x17 Parking Green Space Compliance Plan Corridor Resource Mapping Plan CD of application package materials Cc: L. Groeneveld; L. Hermann, C. Dillon; CEA File 12132.00 (all with 11x17 plans and enclosures) P:\AutoCADD Projects\2012\12132\3- Perm itting\1-Local Applications\1-Sketch\Belair Cover Letter.doc r oV-46101,p� southburlington PLANNING & ZONING Permit Number SD- - (office use only) APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) Greenfield Capital LLC, 35 Thompson Street, South Burlington VT 05403 Phone 861-2300 Fax 660-2898 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Vol. 770 Pg. 253 3) APPLICANT (Name, mailing address, phone and fax #) same as above. 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) David Marshall, Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington VT 05403 Phone 802-864-2323 Fax 802-864-2271 5a) CONTACT EMAIL ADDRESS dmarshall(D-cea-vt.com 6) PROJECT STREET ADDRESS: 35 Thompson Street 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1715-00035 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): light manufacturing (small, specialized embedded computer systems) facility b) Existing Uses on Property (including description and size of each separate use) 14,878 SF light manufacturing facility. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com c) Proposed Uses on property (include description and size of each new use and existing uses to remain) Expansion of existing light manufacturinq facility (25,840 SF new added to existing 14,878 SF. d) Total building square footage on property (proposed buildings and existing buildings to remain) 40,765 SF e) Proposed height of building (if applicable) 35 FT f) Number of residential units (if applicable, new units and existing units to remain) None g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Hinesburq Road North VPZ and approach cone 9) LOT COVERAGE a) Building: Existing 5.4% Proposed 23.3% b) Overall (building, parking, outside storage, etc) Existing 16.0% Proposed 50.0% c) Front yard (along each street) Existing 11.5% Proposed 11.5% (Thompson Street) Existing 0.0% Proposed 5.1 % (Meadowland Drive) 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) None 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Sewer — The project will be served by the existing 6" PVC service line is connected to the gravity sewer main on Thompson Street. Internal plumbing will accommodate the proposed expansion. Water — The existing 8" line from Meadowland Drive which services the hydrant and the building will provide the water supply through internal plumbing to the proposed expansion. Stormwater — The State Stormwater permit limits lot coverage to no more than 50% and requires that water quality treatment be provided on site prior to discharge to the existing stormwater management system. This will be achieved with the proposed treatment facility with the discharge connected to the existing 15" HDPE located in the northwest corner of the property. Power & Communications — The electrical transformer and communications pedestals are currently located in the southwest corner of the property provide service to the existing building and were designed to provide service for the full build -out of the property through the internal wiring of the existing facility. Future Expansion - The site has been designed to enable expansion of the proposed building in the westerly direction without exceeding the maximum 50% lot coverage required in the I/O Sketch Plan Application Form. Rev. 12-2010 S' } District (or State Stormwater Permit). Waivers — None are proposed. Applicant seeks permission to access Meadowland Drive. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). 13) ESTIMATED PROJECT COMPLETION DATE: September, 2014 14) PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies and one reduced copy (I I " x 17") of the plans must be submitted. The application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. C D I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledgg/ SIGNATURE OF APPLICANT IGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have review this sketch plan application and find it to be: Complete ❑ Incomplete ' / Administrative Officer Da The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Sketch Plan Application Form. Rev. 12-2010 Corridor Natural Resource Mapping Vermont Agency of Natural Resources vermont.gov �ONT 1-'EFu0NT iui s Mnnlpdier V YORK 5 4 1,896.0 0 948.00 1,896.0 Feet DISCLAIMER: This map is for general reference only. Data layers that appea on this map may or may not be accurate, current, or otherwise reliable. ANR an( the State of Vermont make no representations of any kind, including but no WGS_1984_Web _Mercator _Auxiliary_Sphere 1" = 948 Ft. 1cm = 114 Meters limited to, the warranties of merchantability, or fitness for a particular use, no n Vermont Agency of Natural Resources THIS MAP IS NOT TO BE USED FOR NAVIGATION are any such warranties to be imolied with respect to the data on this mao Concord N F 1;' • \ Albany x.�t.arsE�� • ... ...._._.._ems Rare Threatened Endangered Threatened or Endangered Rare ❑ Significant Natural Community Uncommon Species and Othel Animal Plant Natural Community Deer Wintering Areas Habitat Blocks 10 g 8 7 6 5 4 3 ■ 2 1 0 Wetlands - VSWI Class 1 Wetland Class 2 Wetland Wetlands - VSWI Advisory Lay f DFIRM Preliminary Floodways Special Flood Hazard Areas (P r.nr rnrlaa) • Map created using ANR's Natural Resources Atlas Abutters list Greenfield Capital, LLC 35 Thompson Street 39 BOWDOIN STREET NORTHEAST TERRITORIES INC 65 BOWDOIN STREET GPT PROPERTIES TRUST 284 MEADOWLAND DR SBRC PROPERTIES LLC 317 MEADOWLAND DR GRANDVIEW FARM INC 472 MEADOWLAND DR O'BRIEN MEADOWLANDS LLC 73 THOMPSON ST THE ROCK OF GREATER BURLINGTON, INC 20 SOUTH CREST DR BURLINGTON VT 05401 0257-00039 9 GALEN ST SUITE 240 WATERTOWN MA 02472 0257-00065 85 SHUNPIKE RD WILLISTON VT 05495 1155-00284 P 0 BOX 1304 BURLINGTON VT 05402-1304 1155-00317 P 0 BOX 2184 S BURLINGTON VT 05407 1155-0047" P 0 BOX 464 MILTON VT 05468 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on thi 1 day of 1 C 'f71 s , 20 a copy of the fo�rn)Public notice for - e' n Cjd [type of application] # S qv [appAfcdtion n' Ember], was sent by U.S. mail, postage prepaid to the owners of all properti s adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) C "Qaud bxo-� Dated at wn/city], Vermont, this day of 20 13 Printed Name: Phone number and email: 3drmnz C C- c- Signature: Date: PA 8 I 13 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 Abutters List Greenfield Capital, LLC 35 Thompson Street 39 BOWDOIN STREET NORTHEAST TERRITORIES INC 65 BOWDOIN STREET GPT PROPERTIES TRUST 284 MEADOWLAND DR SBRC PROPERTIES LLC 317 MEADOWLAND DR GRANDVIEW FARM INC 472 MEADOWLAND DR O'BRIEN MEADOWLANDS LLC 73 THOMPSON ST THE ROCK OF GREATER BURLINGTON, INC 20 SOUTH CREST DR BURLINGTON VT 05401 0257-00039 9 GALEN ST SUITE 240 WATERTOWN MA 02472 0257-00065 85 SHUNPIKE RD WILL►STON VT 05495 1155-00284 P 0 BOX 1304 BURLINGTON VT 05402-1304 1155-00317 P 0 BOX 2184 S BURLINGTON VT 05407 1155-0047, P 0 BOX 464 MILTON VT 05468 TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning R11 ,o,.�20 southburlington PLANNING & ZONING AGENDA South Burlington Development Review Board City Hall Conference Room, 575 Dorset Street, South Burlington, VT Tuesday, January 7, 2014 7:00 p.m. 1. Announcements 2. Continued design review application #DR-13-05 of Mike Couture to amend a Master Signage Permit, 5 Market Street. 3. Continued sketch plan application #SD-13-36 of Elizabeth & Joel Bradley for a planned unit development to add one (1) dwelling unit to an accessory structure on two (2) lots developed with a retail building and a mixed use building (general office, personal service & 4 dwelling units), 1197 & 1203 Williston Road. 4. Continued preliminary & final plat application #SD-13-33 of Queen City, LLC to amend a previously approved planned unit development consisting of: 1) a 6,920 sq. ft. building which includes 2,429 sq. ft. of general office use and three (3) dwelling units, and 2) a 6,708 sq. ft. detached building with two (2) dwelling units and 512 sq. ft. of accessory use. The amendment consists of adding one (1) dwelling unit to the three (3) unit multi -family dwelling, 428-434 Shelburne Road. 5. Sketch plan application of Greenfield Capital, LLC to amend a previously approved 14,878 sq. ft. light manufacturing facility. The amendment consists of constructing a 25,840 sq. ft. addition, 35 Thompson Street. 6. Preliminary & final plat application #SD-13-39 of Super -Temp Realty Company, Inc. for a planned unit development to construct a 27,500 sq. ft. light manufacturing facility, 104 Bowdoin Street. 7. Sketch plan application #SD-13-40 of The Snyder Pointe Limited Partnership to amend a previously approved planned unit development consisting of 32 single family dwellings. The amendment consists of removing one (1) single family dwelling and replacing it with four (4) single family dwellings, 111 Upswept Lane. 8. Minutes of March 5, September 3, November 19, and December 3, & 17, 2013. 9. Reorganization • Election of chair, vice chair & clerk • Affirm regular meeting dates & hours. 10. Other business. Respectfully Submitted, Raymond J. Belair Administrative Officer Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. South Burlington Development Review Board Meeting Participation Guidelines The Development Review Board (DRB) presents these guidelines for the public attending Development Review Board meetings to insure that everyone has a chance to speak and that meetings proceed smoothly. The DRB is a Quasi -Judicial Board that oversees the approval of development projects within the City. It is made up of citizens appointed by the City Council. The role of the DRB is to hear and review applications for development under the applicable regulations. The DRB can only approve applications that comply with the applicable bylaw or state law, and the board can only levy conditions that are permitted under the bylaw. By the same token, if a project meets the applicable bylaw criteria, the DRB is bound by law to grant the approval. 1. The Board asks that all participants at meetings be respectful of Board members, staff, applicants and other members of the public present at the meeting. 2. Initial discussion on an agenda item will generally be conducted by the Board and the applicant. As this is our opportunity to engage with the subject, we would like to hear from all Board members first. After the Board members have discussed an item, the Chair will open up the floor for public comment. Please raise your hand to be recognized to speak and the Chair will try to call on each participant in sequence. 3. Once recognized by the Chair, please identify yourself to the Board. 4. If the Board suggests time limits, please respect them. Time limits will be used when they can aid in making sure everyone is heard and sufficient time is available for Board to hear all items on the agenda. 5. Side conversations between audience members should be kept to an absolute minimum. The hallway outside the Community Room is available should people wish to chat more fully. 6. Please address the Chair. Please do not address other audience members or staff or presenters and please do not interrupt others when they are speaking. The Chair will direct responses from applicable people as needed. 7. Make every effort not to repeat the points made by others and keep your comments germane to the issue before the board. 8. The Chair will make reasonable efforts to allow everyone who is interested in participating to speak once before speakers address the Board for a second time. 9. Comments may be submitted before or during the course of a single or multi -meeting public hearing to the Planning and Zoning Department. All comments should identify what application the correspondence is in reference to. All written comments will be circulated to the DRB and kept as part of the official records of meetings. Comments must include your first and last name and a contact (e-mail, phone, address) to be included in the record. 10. Please note that once a public hearing has been closed by the DRB, no further comments can be accepted, in accordance with state law. i i --• 13 — — O O m 0 ♦ fit MEADOWLAND DRIVE m LOT COVERAGE Total Lot Area = 140,111.48 s.f. Bldg. Coverage (Existing) = 7,500 s.f. (5.35%) Lot Coverage (Existing) = 32,647.69 s.f. (23.3%) Bldg. Coverage (Proposed) = 22,431.55 s.f. (16.0%) ' Lot Coverage (Proposed) = 69,346.81 s.f. (49.9%) (50% max.) Proposed Parking Gross Area = 31,441.60 s.f. (Shaded Area) Proposed Parking Green Space = 3,169.00 s.f. (10.0%) (10% min. req'd) (Cross Hatched Areas) (Area'A' = 313.27 s.f.) (Area 'B' = 827.79 s.f.) ' (Area 'C' = 407.00 s.f.) Area 'D' = 642.86 s.f.) ' (Area 'E' = 325.00 s.f.) (Area 'F' = 362.52 s.f.) (Area'G' = 290.56 s.f.) PARKING SPACES ' East Lot = 25 spaces North Lot = 40 spaces West Lot = 35 spaces Total = 100 spaces HANDICAP SPACES 4 Required 4 Provided I F= .Z O M iL M O m 0 RECEM DEC 15 70" City of So. Bul iii i.g M Z � Q _M N I I O cV j �— O Z .Qz wzx . U � Q�nr��a Y U z CL 0 Cn %< CC Q CL � W :� ca o O z UCOoz U 0 O 0 U.,o m co J � o O J o � �1 O s � � U ca Uj C7 V 3 O � m t/a 04 N O to 0 a) : Z O ri. z CO LL1 WZ: tjz 0, 0 COJLLO �1 < I � � � N vc)CO i LEGEND E ---- --- r l C EXISTING CONTOUR EX.Tt -------- ------- PROPOSED CONTOUR -------- APPROXIMATE PROPERTY LINE `7 ----- -- -- -------- -- - Q..—EX. CB APPROXIMATE SETBACK LINE ------- EX. 15 HOPE 4/_S ------- - 0 0 IRON ROD/PIPE FOUND/SET 40 _ _139 EI CONCRETE MONUMENT — _SS— GRAVITY SEWER LINE -------- ---- ---------- 338 EX. — —W— WATER LINE i -------- - 7 4' PERF. HOPE (5) 4-0 SPRUCE OE — OVERHEAD ELECTRIC SPRUCE'� ----- ---- 2"ili EX. ASH '--_ENCLOSURE UE — UNDERGROUND ELECTRIC 12 I D- W/ FES — T — TELEPHONE LINE c �EX. 15- HDPE OO — G — GAS LINE EX. CB RIM=337.5' EX 1B RIM-337.5' ST— STORM DRAINAGE LINE EX. PAVEMENT SEWER MANHOLE EX. EX. LIGHT POLE STORM MANHOLE _', 7— (TYP . HYDRANT 0 SHUT—OFF CATCH BASIN ---- ----- DL 16 UGHT DL SIGN LIGHT POLE ;I —0 r— SIGN 0. C co DECIDUOUS TREE 342 -r 7 CONIFEROUS TREE DRAINAGE SWALE Q!, PROJECT BENCHMARK RSAEI 0 EX. PAVEMENT 'CRAB '1� 11E7 'THRESHOLD m 0 EX. SMH #5A RIM-338.6' 1 0 EL,-342.7' at CRAB z n 1E 4 0 FF TILE OAK _SS_Q_312,7 EXISTING BUILDING 0 . , BIKE RACK F.F. EL-342.7' D. z 4"0 C1150 EX. E.T.C. !I THRESHOLD EX. 12* PVC CABINETS EL,-342.7' INV335.1' ------ (3) R "Ilk EX. EX. CB I RIM-�37.7' NOTES RIM-337.8' I. SPRU E (2) 4' I. Utilities shown do not purport to constitute e 11 t or represent a u Miles located ------ ----- SPRUC up., adjacent to the surveyed premises. 10 4"0 LILAC Existing utility locations are approximate only. The Contractor shall field verify all (4) 4"0 ut y il it conflicts. All discrepancies shall be reported to the Engineer. The Contractor SPRUCE ---- --- -- 6iC ----------- - --------- - --- HOPE shall contact Dig Safe (888-344-7233) 4'0 ---- ------ RE� ------ \INV. 5,, I. to pror any construction. RUCE ------- - --------- 2. Site information is based upon a field survey by Civil Engineering 6 0 -- — ------------ LCC - --------- ---- --- ----------- -- performed Associates, Inc. in SEP of 2013. Horizontal ori- 0 ---- --- --- EX. 15" HDPE ill/ FES Bol and vertical datum based on NAD 3 VCS EX. CB INV.-334.2' n and NAVO 88, respectively based upon GPS observations RIM=3".O' ----- -- I - 4-0 CL performed on site during the timeofsuryey. 0 SPRUCE ZE 3. This plan is not a boundary survey and is not intend d t b d s ----- ------ t — — — — ---------------------- ROCK -------- - -- ----- 2C2__ -------- C) SITE ENGINEER: CIYIL ENGINEERING ASSOCIATES, INC 10MANSFIELDVIE1v14AIE, SOUTHBURLINGUTON, VTO54M --- '-—ET DEA_ SAL —CEIDD DSM MPR OWNER; �w ®f so. LOGIC SUPPLY INC. 35 THOMPSON STREET SOUTH BURUNGTON VERMONT 05403 PROJECT: LOGIC SUPPLY INC. PHASE // EXPANSION 35 THOMPSON STREET SOUTH BURLINGTON VERMONT 05403 I LOCATION MAP I e 0 e use a one. 4. Propertyline information was based on a m i plan entitled "Meadowland Business Park — ; EX. SMH RIM-344.3' PROJECT BENCHMARK .0 K ---- ---- ----- ------ ---- ------- -------- 7 -------- F-- PROPOSED Subdivision Plot", lost revised 8/27/1996, NE COR Top CONC. ------ I ---- -1 -- -------------- - ____ — --- --- ix. E'T.C' 00NC CONDITIONS b Trudell Consulting Engineers, Inc. ELEV-346.8' - CABINETS Recorded in Map Slide 300.3, South Burli Burlington Land Records. Monumentation is SITE PLAN recovered was consistent with the EXISTING REC. PATH recorded documents. ------ I EX. CB RINI —ss_ ------- �',,'4 .0 - --- ---- OAK 9 4 "0 4*0 MAPLE 4*01P - ----------- ----- MAPLE ------- MAP DATE —E. EX. CB RIM-342.7' GRAPHIC SCALE _.,,—SS— — EX. SMH--� — — — — — — — Ss— — EX. CEI RIM-339.2' — — — — — — _SS_ ROJECT BENCHMARK P 4 CONC. MON. NOV., 2013 scALE ::;::;:;:;::;:;:;::::;:;:::::,:::::::::::::,: RIM-341.7' MEADOWLAND D�IVE '_E . CB __S! ELEV-338.7' __1 1" = 20' C2.0 IN FEET 2 RXIM=339.3' I batch = 20 rL 12132 February 8, 2008 Mr. Chuck Hafter, City Manager City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Logic Supply — Fire Alarm 35 Thompson St., S. Burlington Mr. Hafter: Thank you for meeting with Tom Chase and I to resolve the outstanding issue of whether an addressable fire alarm is required at Logic Supply. Neagley and Chase Construction understands the following conclusions were reached jointly: - State -approved, code compliant sprinkler system, smoke detection, egress means and occupant safety systems were submitted, reviewed, approved, constructed, inspected and certified by VT Dept. of Public Safety. This complies with item 2 of SBFD letter dated September 29, 2006. - All other items on SBFD letter dated September 29, 2006 have been met as confirmed by Chief Brent. - The City will issue the permanent Certificate of Occupancy for ZP-07-423 without temporary provisions. - Chief Brent expressed his concerns with the fact that while the certified building meets DPS code, it does not have an addressable fire alarm with audible notification and occupant pull stations. Logic Supply agrees per the attached letter that they will install an addressable fire alarm system per NFPA 72-2002 and ADA standards when any addition is built or within three years of the City issuing a certificate of occupancy. - Logic Supply will also prepare and conduct employee training to orient building occupants on what building life -safety systems have been installed and how they work. Please distribute this to all appropriate parties. Feel free to call with any questions. Thank you, Chip Dillon Project Manager S: IChip1600 - Logic SupplylCorrespondencelLetter - SB 02 Fire Alarm.doc FEE-06-2008 16:25 NEAGLEY CHASE CONST 802 658 0349 P.03/03 SUPPLY Mr. Chuck Hafter, City Manager City of South Burlington 575 Dorset Street South Burlington, VT 05403 Dear Sir, Logic Supply, Inc. 35 Thompson Street So. Burlington, VT 05403 Phone: 802 861 2300 Fax: 802 660 2s9s We understand and appreciate that the life -safety systems incorporated in our building meet applicable State codes, but they are essentially passive devices. With an eye towards future expansion we installed an automatic sprinkler system during the Phase 1 construction as this cannot readily be retrofitted later. An addressable fire alarm will be required by code when we double our current building size during phase 2. Our corporate culture and philosophy currently allows us to enjoy an open -office setting where everyone works within earshot and eyesight of others. We weighed all factors and opted to wait until Phase 2 construction to incorporate the fire alarm, which can readily be installed in the occupied Phase 1 areas at that time. Our conversations with the Fire Chief allowed him to offer his experienced recommendation that our building have an audible automatic alarm system, As a display of our commitment to work with the Chief and the City of South Burlington, as well as continue to give our employees the best working environment that fits within our business model, we will commit to install an addressable fire alarm system when an addition of any size is constructed, or within three years of receiving our certificate of occupancy, whichever comes first. Sincerely, Lisa Baril-Groeneveld TriT�il 0 n_7 SouL)Burlington Fire Depa.- ment 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief April 11, 2008 Mr. Ray Belair Planning and Zoning Department City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Logic Supply Dear Ray: I have reviewed the documentation dated February 8, 2008 as submitted by Chip Dillon of Neagley and Chase Construction relative to the Logic Supply building on Thompson Street. At this time I agree with the bullet points outlined in the letter as being consistent with the agreement made between myself, City Manager Charles Halter, and Neagley and Chase. At this time I see no reason not to issue the permanent Certificate of Occupancy. Should you need any further information relative to this project please feel free to contact me. S Ierely, 1 Douglas S. Brent Chief of Fire and EMS FEB-08, 2009 1E.:24 NEAGLE`i' CHASE C:ON T 802 658 0348 P . 02.'0- Mr. Chuck Hafter, City Manager City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re, Logic Supply -- Fire Alarm 35 Thompson St., S. Burlington Mr. Hatter: February 9, 2008 Thank you for meeting with Tom Chase and I to resolve the outstanding issue of whether an addressable fire alarm is required at Logic Supply. Neagley and Chase Construction understands the following conclusions were reached jointly: - State -approved, code compliant sprinkler system, smoke detection, egress means and occupant safety systems were submitted, reviewed, approved, constructed, inspected and certified by VT Dept. of Public Safety, This complies with item 2 of SBFD letter dated September 29, 2006. - All other items on S13FD letter dated September 29, 2006 have been met as confirmed by Chief Brent. - The City will issue the permanent Certificate of Occupancy for ZP-07-423 without temporary provisions. - Chief Brent expressed his concerns with the fact that while the certified building meets DPS code, it does not have an addressable fire alarm with audible notification and occupant pull stations. Logic Supply agrees per the attached letter that they will install an addressable fire alarm system per NFPA 72-2002 and ADA standards when any addition is built or within three years of the City issuing a certificate of occupancy. Logic Supply will also prepare and conduct employee training to orient building occupants on what building life -safety systems have been installed and know they work. Please distribute this to all appropriate parties. Feel free. to call with any questions. Thank you; Chip Dillon 1. Project Manager S.1C*1600 - Logic SxpplylCot rg�agK nCR4Le!!dr - $a 02 Ftre .4Z" doc 1150 AIRPORT DRIVE, P.O. BOX 2283. SOUTH BURLINGTON, VERMONT 05407-2263 (802) 658-6320 FAX (802) 65$-0349 City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 S tl-,oui V EPI,M 0N'r January 9, 2008 Greg Kelly TelJet 30 Community Drive, #10 South Burlington, VT 05403 Re: Minutes - Logic Corp & Tech Park Dear Mr. Kelly: For your records, enclosed is a copy of the approved October 2, 2007 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy Mc onough Brown Planning & Zoning Assistant Encl. (802)846-4106 - phone (802)846-4106 - fax planning @sburl.com DEVELOPMENT REVIEW BOARD 2 OCTOBER 2007 10. ublic Hearing: Conditional Use Application #CU-07-05 of TelJet Longhaul to amend a previously approved plan for a 30,000 sq. ft. light manufacturing facility. The amendment consists of installing a 30-inch high telecommunications antenna on the roof, 35 Thompson Street: and 3approved Site Plan Application #SP-07-64 of TelJet Longhaul to amend a previously plan for a 30,000 sq. ft. light manufacturing facility. The amendment consists of installing a 30-inch high telecommunications antenna on the roof, 35 Thompson Street: Mr. Kelly said this is the other end of the line from 30 Community Drive. The overall height of the antenna will be less than the existing building height. Mr. Belair said no waiver is required. Ms. Quimby moved to approve Conditional Use Application #CU-07-05 and Site Plan Application #SP-07-64 of TelJet Longhaul subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 12. Sketch Plan Application #SD-07-58 of Precourt Investment Co. to amend a previously approved planned unit development consisting of three buildings of 9800 sq. ft., 3800 sq. ft., and 4500 sq. ft. for a multiple number of tenants and multiple number of uses. The amendment consists of constructing a fourth building consisting of 3200 sq. ft. of medical office use, 1152 Williston Road: Mr. Precourt said the 41h building would be in the rear and would accommodate Affordable Dentures. Parking would wrap around the outside of the building. They will also adjust some of the existing parking. Mr. Behr noted that the main issue will be traffic. The applicant noted there is now an advanced turning light which has made access to the site much better. He also said they have tried to lease responsibly to avoid traffic issues. Mr. Belair said they are not exceeding the traffic allowance for the site. He also said it is up to the Board as to whether to require a traffic study. Mr. Belair noted that staff has suggested some design changes for parking. Mr. Precourt said some of them are workable but some will need discussion. They are working on signage to get people to use the rear access. Members felt they did not need a traffic study. Mr. Precourt noted there will be a 2100 sq. ft vacancy when Affordable Dentures moves to the new building. -4- L_U,\C_-C(U_ )DEVELOPMENT REVIEW BOAJ 2 OCTOBER 2007 Mr. Belair said issues have been worked out with staff. Ms. Quimby moved to approve Site Plan Application #SP-07-62 of Patrick Malone subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 7. Public Hearing: Conditional Use Application #CU-07-04 of Te1Jet Longhaul to amend a previously approved plan for a 275,000 sq. ft. mixed use building. The amendment consists of installing a 10-foot high telecommunications antenna on the roof, 30 Community Drive: and S. Site Plan Application #SP-07-63 of Te1Jet Longhaul to amend a previously approved plan for a 275,000 sq. ft. mixed use building. The amendment consists of installing a 10-foot high telecommunications antenna on the roof, 30 Community Drive: Mr. Kelly the antenna will be used for point-to-point communication with 35 Thompson Street. Mr. Behr noted this is one of many appurtenances on the building. Mr. Belair said no height waiver is required. Ms. Quimby moved to approve Conditional Use Application #CU-07-04 and Site Plan Application #SD-07-63 of TelJet Longhaul subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. Site Plan Application #SP-07-69 of Logic Supply to amend a previously approved plan for a 30,000 sq. ft. light manufacturing facility. The amendment consists of. 1) raising the building elevation by two feet, thereby necessitating a 1.2 ft. height waiver; 2) adding a sidewalk and curb, 3) revising landscaping to screen proposed transformer, and 4) revising light pole locations, 35 Thompson Street: Mr. Dillon said these are minor changes. They are raising the building to allow for sheet drainage. The sidewalk and curb are being added to make the building look more professional. Since utilities had to be moved to the southeast corner of the building, the transformer is being changed to that location as well. Light poles have been set back to allow them to be shorter. Mr. Belair noted that the Phase 2 drawings have been received. Ms. Quimby moved to approve Site Plan Application #SP-07-69 of Logic Supply subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. SIE )DEVELOPMENT REVIEW BOAR) 2 OCTOBER 2007 10. Public Hearing: Conditional Use Application #CU-07-05 of Te1Jet Longhaul to amend a previously approved plan for a 30,000 sq. ft. light manufacturing facility. The amendment consists of installing a 30-inch high telecommunications antenna on the roof, 35 Thompson Street: and 11. Site Plan Application #SP-07-64 of Te1Jet Longhaul to amend a previously approved plan for a 30,000 sq. ft. light manufacturing facility. The amendment consists of installing a 30-inch high telecommunications antenna on the roof, 35 Thompson Street: Mr. Kelly said this is the other end of the line from 30 Community Drive. The overall height of the antenna will be less than the existing building height. Mr. Belair said no waiver is required. Ms. Quimby moved to approve Conditional Use Application #CU-07-05 and Site Plan Application #SP-07-64 of TelJet Longhaul subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 12. Sketch Plan Application #SD-07-58 of Precourt Investment Co. to amend a previously approved planned unit development consisting of three buildings of 9800 sq. ft., 3800 sq. ft., and 4500 sq. ft. for a multiple number of tenants and multiple number of uses. The amendment consists of constructing a fourth building consisting of 3200 sq. ft. of medical office use, 1152 Williston Road: Mr. Precourt said the 41h building would be in the rear and would accommodate Affordable Dentures. Parking would wrap around the outside of the building. They will also adjust some of the existing parking. Mr. Behr noted that the main issue will be traffic. The applicant noted there is now an advanced turning light which has made access to the site much better. He also said they have tried to lease responsibly to avoid traffic issues. Mr. Belair said they are not exceeding the traffic allowance for the site. He also said it is up to the Board as to whether to require a traffic study. Mr. Belair noted that staff has suggested some design changes for parking. Mr. Precourt said some of them are workable but some will need discussion. They are working on signage to get people to use the rear access. Members felt they did not need a traffic study. Mr. Precourt noted there will be a 2100 sq. ft vacancy when Affordable Dentures moves to the new building. -4- City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 V E R M 0 N f January 9, 2008 Chip Dillon Neagley & Chase PO Box 2283 South Burlington, VT 05407 Re: Minutes - Logic Corp. Dear Mr. Dillon: For your records, enclosed is a copy of the approved October 2, 2007 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. (802)846-4106 - phone (802)846-4106 - fax planning @sburl.com CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 10, 2007 Lisa Baril-Groeneveld 35 Thompson Street South Burlington, VT 05403 Re: Site Plan #SP-07-95 Dear Ms. Baril-Groeneveld: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Administrative Officer on December 11, 2007. Please note the conditions of approval including that a zoning permit be obtained within six (6) months. Should you have any questions, please contact our office. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. r)� �% /� Permit Number SP-�- ` 5 CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Greenfield Capital, LLC POB 115 Eden, VT 05652 802-861-2300 phone 802-660-2898 fax 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 161,770 Pages 253-255 3) APPLICANT (Name, mailing address, phone and fax #) Logic Supply, 35 Thompson St. _ South Burlington, VT 05403 802-861-2300 phone 802-660-2898 fax 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Lisa Baril-Groeneveld 35 Thompson St. South Burlington, VT 05403 802-861-2300 phone 802-660-2898 fax 5) PROJECT STREET ADDRESS:_ 35 Thompson Street 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 1715-00035 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) .Changes to existing approved site plan. b) Proposed Uses on property (include description and size of each new use and existing uses to remain)Adiust landscaping plan to As -Built condition. c) Total building square footage on property (proposed buildings and existing buildings to remain) Existing 7500 sg ft 2 story building, no changes d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 4' 8" above existing grade + 27' building + 4' 6" RTU = 36' 2" e) Number of residential units (if applicable, new units and existing units to remain) n/a f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees):_ 20 (all office) g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable):_ Well below view easement from Hinesburg Road _ 8) LOT COVERAGE Total Parcel Size: _ 3.22 acres _Sq. Ft. a) Building: Existing 7500 % / 5.4 sq. ft. Proposed 0 % / 5.4 sq. ft. b) Overall impervious coverage (building, parking, outside storage, etc) Existing 30,860 % / 22 sq. ft. Proposed 0 % / 22 sq. ft. c) Front yard (along each street) Existing 11.5 % / sq. ft. Proposed 0 % sq. ft. d) Total area to be disturbed during construction (sq. ft.) 50,000 * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a) Building (including interior renovations): $ per previous b) Landscaping: $ per previous c) Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 2 116 23 23 8:30 - 5:00 12) PEAK DAYS OF OPERATION: Monday - Friday 13) ESTIMATED PROJECT COMPLETION DATE: November 1, 2007 14) ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) 15) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I " x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). 3 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. rc iL r = y 't- C, nsz L ul rtt , SIGNATURE OP APPLICANT TURE OF Do not write below this line DATE OF SUBMISSION: l x 6 REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: L Complete ❑ Incomple DitkctorJoT Planning & Zoning or Designee 'Date 4 NEW SHADE TREE � NEW EYERGR6EN 6HRUB J NEW D6CK]00065HRUB NEW PERENNIALPLANT l� B EW GROUNDCOVERBW O NEW FLOWERINn TREE I. _.1 zw. �n+e"m �naa COMacsTMa z B NEW LARGEVERGREENTREE ®PNAG6II PLANTING AMU pied PigT�� t91�38� r•—rT7�7��Y—�:� RGLA s• pi jL4 QUBI FNIIIV I 3 PIABA \ E� \ 2 PIGLA � PIA BC \ \ \ PIwBE s ` r I PIGLA I 2 R� B q Txm \ _-- I I'IAB A P' /q --- _ P RAe C _ TIGR { _ gs3i I 2 EuAL .. _— PKiLB SY%P 1 to _ Jucs , O HYPE PYCC 2 Juc B N I a �' •°"Of"E EUAL PIGLA} YTV t 2 SYRA MAIZ 1W wov� O I S SPAW I I z 15 HE6 15 Hes i q FUTURE BUILDING NEW BUILDING PHASE - 1 5SPAW I ADDITION - 2 PHASE F F. ELEY-s�� 2 SYPA �'0'I- 2 JUC6 HYPE PYCO JU06 S� I13 THUO 2EuwL 3 PIA 2 PIGLA 3 QuiIu / \ D R. 5 A D O W L A N D LANDSCAPE SPECIFICATION I . SCIENTIFIC AND COMMON NAMES USED IN THE PLANT UST GENERALLY CONFORM 12. PLACE TOP501L MIX IN PIT AND COMPACT. WHEN HOLE 15 NEARLY FILLED TO AMERICAN ASSOCIATION OF NURSERIES' "STANDARDIZED PLANT NAMES". WATER THOROUGLY. FILL REMAINDER OF HOLE. BUILD 4 IN. SAUCEREDGE BEYOND EXCAVATION. WATER THOROUGLY AGAIN. 2. PROVIDE PLANTS TYPICAL OF THEIR5PECIE5 AND VARIETY; WITH NORMAL, DENSELY DEVELOPED BRANCHES AND VIGOROUS, FIBROUS ROOT SYSTEM. 13. DRIVE HARDWOOD STAKES P BEYOND EXCAVATION, TIE ARBORTIE STAKING 3. PROVIDE ONLY SOUND, HEALTHY, VIGOROUS PLANTS, FREE FROM DEFECTS, MATERIAL TO STAKES AND WRAP OVER TOP OF ROOT BALL WITH ONE TWIST AROUND TREE TRUNK. DISFIGURING, KNOTS, 5UN5CALD INJURIES, FROST CRACKS, ABRASIONS TO THE BARK, CROOKED LEADERS OR DISEASES. 14. MULCH TREES AND PLANTING BEDS WITHIN 48 HOURS OF PLANTING. 4. PROVIDE ONLY FRESHLY DUG PLANTS. 15. SATURATE INSTALLED PLANTS WITH WATER DURING MAINTENACE PERIOD AS OFTEN 5. DO NOT PRUNE PLANTS BEFORE DELIVERY. AS NECESSARY TO INSURE PROPER501L MOISTURE. G. ALL PLANTS SHALL BE LARGER THAN THE MINIMUM SIZE SPECIFIED. 50% OF THE I G. PRUNE TREES AS NECESSARY TO REMOVE DEAD OR INJURED TWIGS AND BRANCHES. PLANTS SHALL BE IN THE UPPER HALF OF THE RANGE SPECIFIED. MAKE CUTS JUST OUTSIDE OF BRANCH COLLAR. 7. PLANT SUBSTITUTIONS WILL BE PERMITTED IF AUTHORIZED BY THE 17. MAINTAIN NEW PLANTING AND CONTINUE UNTIL ACCEPTANCE. MAINTENANCE INCLUDES: LANDSCAPE ARCHITECT t THE CITY OF SOUTH BURLINGTON ARORIST. PRUNING, WATERING, WEEDING, MULCHING, RESETTING TO FINISH GRADE AND VERTICAL POSITION, RESTORING PLANT SAUCERS. 8. STAKE PLANT LOCATIONS AS SHOWN ON DRAWINGS. BEFORE PLANTING. STAKING LOCATIONS ARE SUBJECT TO THE APPROVAL OF LANDSCAPE ARCHITECT. 18. NOTIFY THE LANDSCAPE ARCHITECT TO INSPECT THE WORK FOR SUBSTANTIAL COMPLETION. WHEN INSPECTION IS APPROVED, THE OWNER'S REPRESENTATIVE 9. ALL WORK TO BE IN ACCORDANCE WITH AMERJCAN ASSOCIATION OF WILL CONFIRM WITH WRITTEN ACCEPTANCE. NURSERYMEN STANDARDS FOR MATERIALS, INSTALLATION AND MAINTENANCE. 19. THE CONTRACTOR IS RESPONSIBLE TO GUARNTEE ALL PLANT MATERIAL TO BE IN A 10. DIG HOLES AT A DEPTH TO SET TOP OF ROOT FLARE EVEN WITH HEALTHY AND FLOURISHING CONDITION FOR A PERIOD OF TWO YEAR5 FROM THE FIN15H GRADE AND TWICE THE DIAMETER OF THE ROOT BALL. DATE OF WRITTEN ACCEPTANCE. 1 1. SET PLANTS GENTLY IN PIT 50 TRUNKS ARE STRAIGHT. 20. FAILED OR UN5ATI5FACTORYPLANT5 TO BE REPLACED AT NO COST TO THE OWNER. 21 . REPLACEMENTS SHALL CLOSELY MATCH ADJACENT PLANTS OF THE SAME SPECIES. PLANT LIST EVERGREENTREES KEY I OU 2 QU TQU SCIENTIFIC NAME COMMON NAME SIZE/SPEC. PIABA 11 3 14 PIC6A ARM NORWAYSPRUC6 4-5PT PIABB 4 2 6 PICG ARMS NORWAYSPRUCE 5-6FT PMBC 2 O 2 PICBA AB6 NORWAYSPWCE 6-7 FT PIGLA 9 10 19 PICEAOLAUCA WHITE SPRUCE 4-5FT Pima 1 O 1 PICW OLAUCA WHITE SPRUCE 5-6ET TmO 13 O 13 THUJA 0CCIOENTAU6'NIORW DARKGREEN AMERICAN ARBORVR 4 SFT. SHADE TREES QDBI 1 5 6 16 BICO R SWAMPWHREOAK I7S N B&B QURU 3 3 6 OU6RCUG RUBRA = NORTHERN RED OAK 175-21N B&B TgR 4 2 6 TIUA C0RDATA'GRffii6P0W GREENGPIRELINDEN FLOWERING TREES&SHRUBS FUAL 6 O 6 EUONYMUG ALATUG'COMPACTU6' COMPACT BURNINO BUGN 4 N HYPE 2 O 2 HYDRANGrAPEEG6E PER GEE HYDRANGEA 45 FT, JUC6 6 O 6 J—MU6 CHINENSE'SEA GREEN' SEAGREIENJVNIPER 181IN MAI 2 O 2 MAU-FLORIBUNDA JAPANMEFLOWERWGCRABAPPLE 1 75.2 IN B&B PYCC 2 4 6 PYRU6 CALERYANA'CHAN7N:LE6R CHANTICLEERPEAR 5IN SPAW 10 O 10 SPIRAEA SUMALDA'ANI1DNYWATER4i' ANTHONY WATERER SPOi'A G N SYPA 6 O B SYRPIGA PATUU'M66 E(0A' MiG KIM MANCHUPoAIJ LILAC FT SYIIP 3 O 3 SYRBIGA A PRE6TON IAE'DONALD WYMAN' DONALD WYMAN L&AC 4,5 FT PERENNIAIL FLOWERS Hits 30 O 30 HEMER0CAW6'STWL D'ORO' 6TIMLA D'ORO DAYLLY I �N L�� G`� of So. 6 uo�6ui��n8 'o.3 jo )1!o 7,ON 3 A I E30 3 H ARBORTIE GREEN PLAT WOVEN TRIM DECIDUOUS TREES POLYPROPYLENE STAKING TO PROVIDE G FT MATERIAL - N4 IN. WIDE, CLEARANCE ADJACENT TO 900 LB. BREAK STRENGTH SIDEWALKS AND PARKING AREAS [2JTREEI FASTEN ARBORTIE TO STAKES, WRAP OVER ROOT BALL TO KEEP TREE FROM ROCKING r' PLUMB TREE TRUNK GATOR BAG (I/TREE) 3" MULCH - DO NOT APPLY or MOUND (4) 2" X 2" X 2' L APPLY AROUND TRUNK HARDWOOD STAKES DRIVEN (MIN. 18") FIRMLY INTO5UB- FORM 4" SAUCER GRADE PRIOR TO BACKFILLING CUT AND BEND UNDISTURBED SOIL BACK WIRE' PEEL BURLAP TOP 1 /3 OF ROOTBALL BACKFILL WITH SOIL MIX --/ CON515TING OF TWO PARTS EXCAVATED 501L AND ONE PART BURUNGTON INTERVALE COMPOST. WATER AND TAMP TO REMOVE , j X BALL OIA, BREAK APART EDGE OF AIR POCKETS. EXCAVATION W/SHOVEL NOTES: 1. PLANT TREE SO THAT TOP OF ROOT FLARE IS EVEN WITH THE FINISHED GRADE. 2. STAKING AS REQUIRED ONLY IN SITUATIONS WHERETRES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. 3. TREES SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. 4. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND 5URVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. TREE PLANTING DETAIL NTS SITE ENGINEER: CIVIL ENGINEERING ASSOCIATES. INC. P.O. &V 4W Sh®2WAIE , Vr 05M SOON"= FAX W40549n oaPrn�. A.w - Au �. aBmr� BB►m ACL Coh Apraum DSM OWNER: SUMMER ICE JOINT VENTURE APPLICANT: ROLAND & LISA GROENEVELD PROJECT: LOGIC SUPPLY CORPORATION LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT Michael Lawrence # Assoc. Landscape Archltect5 8 Linden Lane - E» J"bon, VT 802-878-2776 am ®nm BeT1B[GN .N./.1 ® c.,.u.a r r. Y... -/.n KIM 8 A. s m rw. a. BJL LANDSCAPE PLAN IUTe OCT A 2008 BBAm+G Nvamm xAts Pea. Na 0=2 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 September 11, 2007 Greenfield Capital, LLC PO Box 115 Eden, VT 05652 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-4106 if you have any questions. Sincerely, 1� Betsy McDonough Planning & Zoning Assistant Encl. cc: TelJet Longhaul, LLC CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 September 11, 2007 The Rock of Greater Burlington PO Box 464 Milton, VT 05468 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Aj-�+ I- �q Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 September 11, 2007 Summer Ice Joint Venture 186 College Street Burlington, VT 05401 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, '/-�LI Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 September 11, 2007 Munson Earth Moving c/o South Burlington Realty PO Box 2204 South Burlington, VT 05407 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, EH �Q(Tjlk Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 September 11, 2007 O'Brien Brothers PO Box 2184 South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, qCI OM+ Betsy McDonough Planning & Zoning Assistant Encl. CIA t"I GA t"E'RI� Ir ��Jr1 rE"'. !1 I�, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 September 25, 2007 Ms. Cathyann LaRose, Planning Assistant City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: Logic Supply, Inc. Light Manufacturing Facility SD-06-65 35 Thompson Road, Meadowland Business Park PUD Preliminary Plat & Final Plat Amendment Application Dear Ms. LaRose: We have completed our review of the predevelopment existing grade conditions as they relate to the constructed location of the Logic Supply building and have calculated that the average preconstruction grade elevation is 338.84 feet. This value is based upon six existing grade measurements located around the perimeter of the structure as depicted on the enclosed plan. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer 1j•R017, Enclosures: Partial Site plan of building and existing contours. ce: C. Dillon (w/ enclosures) CA1Let\06192\Local\LaRose N&C Prelim Let.wpd PAVE SURF 5. DE 4 1 339 C6. C NCRETE SIDEWALK 4 { , � � Yam.. i ` RETAINING WALL i / a 13 ------ ( a / C6.0 342 CONC. CURB / 33 343.17 33 wa C6.0 / 1 (C6.1 \�J V. / NEW BUILDING == ---=_=__=�:�_EAI is d F.F. w � .E TRY✓ w � o .y H KE .. 7 RACK r„✓'., ' 7S I Ix y.--—C CURB +� GAS 3S�V METER �6•.Q 339. of """"-- --- -- 3 4"0 UNDERGROUND ELEC. CO DUI 6" GATE NEW H) I TRANSFORMER 8 I VAULT i I C6. w w Q0 I 340 NEW 6" DA. e WATER SERVICE 8x6�� REDUCER I I m 1 m 1 339 00 Cathyann LaRose From: Chip Dillon [CDillon@neagleychase.com] Sent: Wednesday, September 26, 2007 10:33 AM To: Cathyann LaRose Subject: RE: Logic Supply Admin. Site Plan Review Cathy - I have the beginning grade, building floor elevation, roof height and height of rooftop units and Te1Jet antenna. I believe that I am to: 1. Submit an application for admin site plan review with $86 and $100 for DRB hearing - which we are on the docket for Tues. 10/2. Ray has 3 copies and one 11 x 17 of the plans - let me know if we need any more. 2. Pull Te1Jet's app. for site plan review and consolidate their antenna into my 6-item application. Please confirm and/or advise. Thanks, Chip Dillon From: David Marshall [mailto:dmarshall@cea-vt.com] Sent: Wednesday, September 26, 2007 8:31 AM To: clarose@sburl.com Cc: Chip Dillon Subject: Logic Supply Preconstruction Grade Determination Cathy - As we discussed, please find attached a pdf version of the letter summarizing our findings on the calculation of the preconstruction grade at the Logic Supply site. David S. Marshall, P.E. Civil Engineering Associates, Inc. 928 Falls Road, PO Box 485 Shelburne, VT 05482 P 802-985-2323 x310 F 985-2271 9/26/2007 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 26, 2007 \drb\sit\teljet\teljet35Thompson_siteplan_cu.doc Plans received: August 31, 2007 da #10 and #11 35 Thompson Street CONDITIONAL USE APPLICATION #CU-07-05 SITE PLAN APPLICATION #SP-07-64 Meetinq date: October 2, 2007 Owner Applicant Greenfield Capital LLC Teljet Longhaul LLC PO Box 115 PO Box 9502 Eden. VT 05652 South Burlington, VT 05403 Property Information Tax Parcel 1715-00035 Industrial and Open Space District Location Map *Please note- the imagery depicted is from 2005; buildings in the area have been constructed and/or are under construction at this time Teljet Longhaul, hereafter referred to as the applicant, is seeking conditional use approval to amend a previously approved plan for a 30,000 sq. ft. light manufacturing facility. The amendment consists of installing a 30 inch high telecommunications antenna on the roof, 35 Thompson Street. Teljet Longhaul is also seeking site plan approval to amend a previously approved plan for a 30,000 sq. ft. light manufacturing facility. The amendment consists of installing a 30 inch high telecommunications antenna on the roof, 35 Thompson Street. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on August 31, 2007 and have the following comments. CONDITIONAL USE CRITERIA Pursuant to Section 14.10(E) of the Land Development Regulations the proposed conditional use shall meet the following standards: 1. The proposed use, in its location and operation, shall be consistent with the planned character of the area as defined by the City of South Burlington Comprehensive Plan. The proposal is to locate telecommunications equipment on the roof of a general office building. The proposed antenna is 30 inches high. The applicant has included renderings of the proposal and the antenna is very discreet. Therefore, staff does not feel it will have a significant impact on the character of the area. 2. The proposed use shall conform to the stated purpose of the district in which the proposed use is located. Pursuant to Section 5.05(A) of the Land Development Regulations, the Industrial/Open Space District is formed to encourage general commercial activity. A range of industrial uses as well as clustered residential development may be permitted in locations that are mutually compatible with general commercial activity. Staff feels the proposed placement of equipment on the existing roof is in compliance with the stated purpose of the 10 District, as it is in an area that is densely developed with commercial and industrial uses. 3. The Development Review Board must find that the proposed uses will not adversely affect the following: (a) The capacity of existing or planned municipal or educational facilities. Staff believes that the proposal will not adversely affect municipal services. 2 (b) The essential character of the neighborhood or district in which the property is located, nor ability to develop adjacent property for appropriate uses. Staff believes that the proposal is in keeping with the character of uses on surrounding properties and will not adversely affect the character of the area or the ability to develop adjacent properties. Staff notes that the proposed additions will protrude less than three feet above the peak of the rooftop. Therefore, the proposed equipment location will not have a significant impact on the character of the area. (c) Traffic on roads and highways in the vicinity. The proposal will not affect traffic in the vicinity. (d) Bylaws in effect. The proposal is in keeping with applicable regulations. (e) Utilization of renewable energy resources. The proposal will not affect renewable energy resources. (0 General public health and welfare. Staff does not believe that the proposal will have an adverse affect on general public welfare or the health of the surrounding public. SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the proposed project will not have an impact on the transition from structure to site and from structure to structure. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking is not applicable to the proposed project as part of this application. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The applicant has stated that the equipment will protrude 30 inches above the peak of the rooftop. This will remain below an existing height waiver. 3 (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. Staff finds that the elevations submitted demonstrate substantial adherence to this criterion. The proposed equipment will be visually compatible with existing structures on site. (fl Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Staff feels the proposed project relates harmoniously to the area. The proposed additional equipment protrudes a minimal height of 30 inches above the peak of the rooftop. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not feel it is necessary to require any additional access to abutting properties. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already stated that pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). There are no needs to revise the site plan with respect to this criterion. (d) Landscaping and Screening Requirements Because no buildings are proposed, there are no requirements for additional landscaping. Access/Circulation Access and circulation on the property will remain unchanged through the proposed project. Other The subject property is within the Hinesburg Road North Scenic View Protection Overlay District. The applicant previously submitted documents which detailed the height of the building in relation to the maximum elevation per the overlay regulations. The additional height of the antenna does not challenge this; the height remains well below the maximum allowed. RECOMMENDATION Staff recommends that the Development Review Board approve Conditional Use application #CU-07-05 and Site Plan application #SP-07-64. Respectfully submitted, V 1� Cathyanro LaRose, Associate Planner V Copy to: Greg Kelly, TelJet Longhaul, applicant 5 / now- - ..slow --� �t�. - �� ,�. .. > .£` . ��, ,�� d�r- � � � �� -'� «�� iL e NEW 15" ROPE W/)=E5 /RIM�339.22 ��! NETS SITE ENGINEER: OB.O INV�336.3 / INY1�336.tt I II I NOTES / /Cd -H IN STRUCT�I1I(E I I I INV.-3 f / NV. (15•)-3M.2 I 111 t � 2. All water installation wol<k and water I --- ---- _339-- • ----_.--------'� ----__ - distribution material must comply with the "CWD -- _ �-_ _ _--- --'---- ---338------_ I Specifications". Details fo this project must be _ ,_340-- - -. _- D -- r P P 1 _ _ -� ��--___--' Ex. CB _ _ _ 1l i' r t-' r '� .�� r - - - - I EX. CBI 37 I 1 CIVIL ENGINEERING ASSOCIATES. INC, the same as those within he above referenced _ _ =____= _ _=- I )\ it �Jq7_ _ -_- ter_ ., r _ _ - - - I 1 1 RIM-33 CWD Specifications. '�/_ --- �- __y--- RIM-33.26 ' v.o.sox�assRe�euRNe,vrosaez _ - - - _ - - _ _ I I I I INV. IN ..e ».... o..,r f' `\ - D _ - _ -1 I INV. INs 35.70 INV. OU eoaoesrau rAx. amaesmr ��►{� - - Y 1 INV. OUI�335.5 I I 3. All domestic services and fire sprinkler systems - ��\�111\-%;;__________ -_--rr \ _ _ \ L - 4' HOPE III l \\�_�-_ _ _ _ - __ / �� _ 'T INV-33a.4 that are connected to the public water system ) 1 C1 ice% _ _ _ _ _� s - - - - - - _ - _ SEMEN 1 _ - shall be protected with a backflow prevention AGg E A I111 IMVy�33e'9i r r r r RAIN I - TL assembly, and an appropriate thermal expansion 111 ��r^\\\/ / ��/ \- _ _ p'• O I _ _ system in compliance with .the Ordinance for the �\� - -2O" - -a • + -" SNOW w OPE �� • ems'=-\ \ _\_ \ - r/ _ - - • y STORAGE \ I 1 1Rovi. �L y a Control of Cross Connections Within the Water �-�---__.-_ .o ON IN I - r --'_.---,..r-- AREA \ 1 I I DSM :Na. Sntem of the City of South Burlington, 1 /I ri�i - _ �•- - - I _ - - 339 . �� 1 \ 3 81T. CaNc SIDEW II 1 I . rAo�e henceforth the "backflow Ordinance." Pleake 11j `` \ / _ - 341 r 340 .I. - •\ 1 i 12 I r 1 I - csrEw�oo °o contact the South Burlington Water Department IINa�r // _ 1 _ - - ry I 4• p RF. DPE \ w I C8.0 w I I I DSM„ '�.f4awAC E�r for more information on backflow rotectio `� ��_' / / a r UND DRA \ °' 1 I m I I I r devices. P JqJ'��--343-/ / / \\ \ 1 REPIACQ EL \ ) I I I I OWNER: I I\ 339 \ I PAVED I I I CONCRESSEO I \ I I 4. CWD Specifications state that no waterlines \ j / / ` SU ACES 1 To A tt \ . • e II II SUMMER ICE shall be installed after November 15 or before / 1 PAVED JOINT VENTURE April 1 without prior approval of the \ \ SNOW / PARKING \ SURFACE \ u erintende t. The Su erintendent may res r(ct \ STORAGE / _ - . SPADES \ C6.0 \ 1�3� 01 I I 1, Ill I P (t P il 1 \ AREA / ....-• .OICLOSURE 2t \ - \ I / SA,#4T PA Et`T Ill 1 work before er con r 15 and after April 1 d ing I 1 \ B \ -- _ -1_ I 12" CU I II I I adverse weather conditions' ' i Av vv \ 34T,5 � ,•v g vv C6.1 vv �� I III 11 nrv[.icANT: \ I 5. Mechanical Joint restraints with twist off nuts\ 3 CIF 9 \ \ w G►1 N.LC) I I I 1 I 1 shall be EBAA or Sigma, o� a Department > \ C6.t RISER \ \\ a \\ \ w� I - 1 LI 1 1 1 approved equal grip ring. v I \ ,• , u I I TR Sl( ON. I 1 1 I GREENFIELD CAPITAL, LLC G. No under round utility shall be installed within �\ I \ 1 \ PAVED I tD 1 I I four feet from the water main on either side, \ \ 3 CLEANOU \ 341 \ \\ SURFACE I I I I I PROJECT: from the to�P f the main to the finish grade, \ I RISER --}� �e' I IEx. sMI} Ith the exc t(on of stout sewer and sanitary\ \i% c6'o 1 TRIM-339.39 I i ewer as stated in the above referenced \ 5' _ _ -----� gel I INV. INLL331b 1 I 1 Specifications. Trees shall k not be placed over \ ' ` \ \ II 339 ��pEWA1J( A'` I " }CIN C3 INV. OUT 3 3 I 1 1 I LOGIC • \ 1 \ / 3 S p A S I INV. air 33I I 1 i 2 y P 'line, nor placed within I � I \ I ''� � / e - r'x�c `r I I I 111 I 1 20' of am appurtenance, u tenanservice ce,eincluding fire hydrants. r i \ \ i I I 5 I 111 11 SUPPLY y PP I S L 7. Separations between the water main and u.t�jbuip113 OS �� I I // RETAINING WALL i� -- C31 ANWT I S� I I II II I I I ) V.�333.0 I INC. service line and nearby Sanitary and storm sewer r / 13 rr CON CURB I I I I lit I lines shall comply with the[VT WSR requirements � � I j � \ // CB•0 342 � B \ <m � I I 11.I 1 and the above referenced Specif cations. ) f I / ce.o > < I I 1 LOT 10 tl I I / 43.17 t }yE 4C p > I ' I 111 MEADOWLAND BUSINESS PARK 8. Prior any building construction, the building �� I I ---- I arr e6.t 4o'sc P , Dm I II I ^ lit I SOUTH BURLINGTON contractor should contact the South Burlington it I I I �6 ► 1 p I t I I11 VERMONT Water Department to discus City of South 1 - I - t'-' e�� E w 1 I I 11 Burlington requirements forll meter sizing, meter y . I bJ 1\ / �oQ 1 p A I I I I 11I settings, and backflow protections. ` «IIJJ t m U 5 I l I I I11 0 9. The South Burlington Water Deportment shall I \\ I r• INv. 4 \ I11 i \ II I I 1 9 P \ \ ILDING I I \ 1 I be notified prior to backfllling to inspect all joints, fittings, main line taps, appurtenances, water line I ,crossings, and Iesling. \ I \ 1 \ CAPPED SEWER SE MC ^.. ,„y,...,,,....E\y• 3.5 / \ ) \ CONNECTION FOR FU R F.F. El- e %D t CON TE pEWALK z I I \ 10. - t least 10 days befor the start of actual \ 1 \ BUILDING AD T16 itt�� . �• 1 31 . I " 1 I I III I dnstT coon the controcto shall notifythe SBWD 'intent 1 I \I I GRASS LINED I I II Its to proceed a d shall arrage a / j n 1-i �� N DICM n 1 sWTYP.) I 1 ingt(�iscws the project if necessary. i AGK 6.0 N ROOF GRAN p Sd \/� Sc 3 12" I� I sPu(i 33F� CURBX. t CE /37A RIM-3 8.57 7fW:R .I �y' / IIINV 1 IN-335.7 iNV.-. WIIT-335.6 . \ \ r \\�\ I`'i.�/ Y A �/ II II 3 40EUNDETR RGROUND ELEC. CO DUI t� B• GAlV VE tNEW BYD A /mot / I I I I Water Service Installation Note: All work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for oil Water ms Owned b hom lain ate, District and the City of Sou urington. Details should be modified to the above 'SAI I IA►¢Au '64-43LI _._ aI'L----- } TRANSFORMER VAULT C6. � I DArA closclao Immon I /• I I \1 � ro-oA-os aai a rmx SNOW S RA �I II ! I ' -r a om Mxau rwc a rewrcx. �3*`T` \ '\.T.C./ I i ``/ft` a 340 11 NEW 6• D R'VICE WATER I £ Bx8• REDUCER ARE - I 1 / / /4 HjPE3, I I I I O I I I A-0> 09r R!`AYV 91E aAarrc. aIAxAQ 1 UTII n-o� oar „rvao l»rnw A unrncs uxa I I '\ I \�\ \ �\ `/iS `♦ \ I ,f \ `\\\ ♦\ \\ l I 1 1 I 1 t\ \ 339 336 C6.1 339 9 / / / / 1 I / 10" HOPEY�JJB.00F R U) Cl- INS3 r DRAIN-Nl I' _ I\�\ I -346`N ♦\- i \ ��\\. \ \\`` `, �� ` '\. \`� \' \ E; `� - _- -- , °LNa ,-' E.T�C. o-�-- / UTILITY \` Jt \ ,�� _ ,� ��\ GAS SERVICE BY OTHERS ___ - ___ < CABINSST qy -�- \ I l`-------�'� �t--__- _ _ --- CA SYS M____________ `� -_-_J40-' \� / w ITT LAN \sue``` __ -E ------' - ___-- __ __ _--- 6 _ -- - ----E TBl1d -G\ \------- -_T �'� �"- -a ------------ - --__ - --- /0141 -I 4x4 COINC. MG\ / .\ _ �a EXISTING RE PATH ELEV.= 39.51 _ u� - GRAPHIC SCALT 4�-- n -- AUG., 2006 .I (1y5}- _ - IN - �> 34z_,`_ 5 � 1' v 20' C_4 A�V V L /"\ I V LJ y �� 1 Ino6 20 r4 rwl. no. 06192 -irv:..<...w•,�e.X2.......�.x:a.... r. -...":r.....ea,....[Sva"YSa'.f�A'a3i3@9"nrY..�- } ., - - ..• .....-.. . r ........w.r...�nR.4sm.. y'4«.M,.aX'r.. r. 1 .... . . _.. . . ... t•Y. .. t .- e.:+.. r e-,...." . au- iY ?�.eA�i+..� ., L..?t•£�dl� as.. ..... ..��,. .. .....a...s.4.o,"A4'R:µ:.".F. .w �� a•YL'N�A+�r;. .,^... -... •. r ..a .. .: .. .c.o;. "w CIVI EI IGII I'E"Id1 IG A�5��r.lP� Ee"' INN 928 Falls Road Phone: 802-985-2323 P.O. Box 485 Fax: 802-985-2271 Shelburne, VT 05482 F-Mail: mailecea-vt.com September 25, 2007 Ms. Cathyann LaRose, Planning Assistant City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Re: Logic Supply, Inc. Light Manufacturing Facility SD-06-65 35 Thompson Road, Meadowland Business Park PUD Preliminary Plat & Final Plat Amendment Application Dear Ms. LaRose: We have completed our review of the predevelopment existing grade conditions as they relate to the constructed location of the Logic Supply building and have calculated that the average preconstruction grade elevation is 338.84 feet. This value is based upon six existing grade measurements located around the perimeter of the structure as depicted on the enclosed plan. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures: Partial Site plan of building and existing contours. cc: C. Dillon (w/ enclosures) CA1Letl081921LocalU_aRose N&c Prelim Let.wpd 1 � PAVE SURF a. 1 5' DE 4 /1 339 C NCRETE SIDEWALK C6. / RETAINING WALL i 13 ___-- -- \ ° - C / C6.0 342 CONC. CURB / a 33 343.17 a ----- —6 C6.0 6C6. \ Est z NEW B U I L D I N G Ic---=�t_EAN L- \ PH1 ►t•I`f.� - 3 5+ r \\\\ AS 49" (AEF2.Y:✓.. COMM �€ W / O i m H d IKE-Kn�l-- 7 RACK C611 ------z;c f 1 ROC I � CURB '�� 7 GAS asa•q __ �6A 33�3•p METER 3 4"0 UNDERGROUND ELEC. CO DUI 6" GATE 1 TRANSFORMER NEW H)8 VAULT i C6. L W l0 1 340 NEW 6" D�. \ 1 z WATER SERVICE z 8x6" REDUCER 1 m 1 m 1 y,, 339 00 !i- RO-Z H,G,,4tS-i- ' PQ%v4T- = 3-1J5,Q Fr, = 34.3, mod" N -ice .�cM� fir; l �Si I- l� 200 Watt cutoff luminaire 4" square steel pole \ 20' mounting height 18" Sonotube form 4 - #6 vertical rebar and #3 ties @ 12" oc 3500 psi concrete 6" exposed above grade rM 5.I0' 1 Typical Light Pole Exterior Lighting Fixtures Symbol Quanity Description Hubbell Lighting, Spaulding Lighting, Cimarron, 5 CR1-AD-P20-H3-F-Q-BL, 200 Watt pulse start metal halide bulb, 20' s . steel pole, 6" mounting arm. Hubbell Lighting, Spaulding Lighting, Laredo 2 LMC-70E-8-2, 70 watt metal halide bulb, 12' wall mounting height. Prescolite Liteframe 8" Downlight, 39 Watt Metal Halide 3 Notes: 1) The shown horizontal illuminance values are in foot candles and are shown at 10' intervals across the entire site. 2) The data has be derived by the "Lumen Designer" computer program using IES fixture files available from the manufacturers. 3) Lighting power is 0.08 watts per square foot. 4) All fixtures shown are cutoff luminare. 5) Exterior lighting control is astronomical time clock for dusk to dawn lighting, with the some fixtures turned off at mid -night. 6) This design meets the IESNA current Standard 90.1-2004. %wJJV)J6%nn%JJV Housing - Die-cast aluminum housing with radius corners. Door - Die-cast aluminum door with clear, flat tempered glass lens, fully gasketed to housing. Hinged door secured with two captive screws. Optics - IES Type II, III, IV and V (square) light distributions with flat lens design for full cutoff classification. 100 watt to 400 watt lamps in HPS, MH Super MH and Pulse Start for design flexibility. All distributions are field -rotatable. Mounting - Mounts on upswept or straight arms for poles or on wall bracket for uniform project look. Electrical - Mogul porcelain socket, pulse rated with spring -loaded, nickel -plated center contact and reinforced lamp grip screw shell. Finish - Durable Lektrocote® TGIC thermoset polyester powder coat paint finish assures long life and maintenance -free service. UL and CSA listed for wet locations. • .. Series., CR1 Cimarron Mounting A Arm Mount Construction (6" straight rigid arm included). Use #2 arm drill pattern (2-bolt) with poles. (LD�j Decorative Arm Mount (6" decorative upswept arm included). Use #2 arm drill pattern WB Wall Bra ket with (includes wall bracket and 6" straight arm unles< WBAD option is chosen which substitutes Decorative Upswept arm) 0 No arm or wall bracket (only order without arm or wall bracket when they are ordered as an accessory) Wattage/Source Metal Halide H17 175W ED28 H25 250W �ED:28 H40 40OW ED-28 Super Metal Halide MS17 175W (ED-28) MS25 250W ED-28) MS40 400W ED-28) Pulse Start Metal Halide P10 100W (ED-17) P12 125W ED-17) .5ED- P20 200W EDEDF_28 P32 320W ED28 -28 P35 35OW ED-28 P40 40OW (ED-28 Higgh Pressure Sodium 510 10OW (ED-27.5) S15 150W H-18) -275) S25 250W-18 S40 40OW i' B --�I T— C Ir Series Mount Watts/ Source Lamp Orientation/Distribution -Horiz..11—hydroformed-.., H3 q Horiz. III - hydroformed HS nz. IV- Crlum-piece-- Horiz. V (square) - hydroformed Flat FaF ge... Quad Tap® . , 40, 277V) V Five -Tap (120, 208, 240, 277, 480V) (250 & 40OW MH, 250 & 40OW HPS onlyy) 5 T 480V Tri-Tap (120/277/347V) 0 No Ballast E 50Hz 220/240V (250 & 40OW MH, 250 & 40OW HPS only) (��Dar once BL ac WH White GR Gray PS Platinum Silver RD Red (Premium Color) FG Forest Green (Premium Color) CC Custom Color (Consult Factory) Dist Lens Volts Color Options Options WBAD Substitutes decorative up -swept arm when WB wall bracket mounting is chosen RPA2 Round Pole Adapter 2 314 - 3 1/8" RPA3 Round Pole Adapter 3 1/4 - 3 3/4" RPA4 Round Pole Adapter 3 7/8 - 4 1/2" RPAS Round Pole Adapter 5" RPA6 Round Pole Adapter 6" F(X) Fusing (replace X with voltage: 1-120, 2-208, 3-240, 4-277, 5-480, 6-347V) P(X) Photo Button (replace X with voltage: 1-120, 2-208, 3-240, 4-277, 6-347V) PR(X) Photo Cell Receptacle (replace X with voltage: 1-120, 2-208, 3-240, 4-277, 5-480, 6-347V) QZ Quartz RS with lamp HS Internal House Side Shield VG Polycarbonate Vandal Guard L Lamp 1 Factory wired for highest voltage unless specified. Note Mounting A and AD acceptable for 90 degree configurations. Note For Photocontrol Equipment, see page 609. Accessories - Order Separately .• 4�- CR1-PVG Polycarbonate Vandal Shield CR1-HS-23 Internal House -Side Shield (H2 and H3 distributions) Ilk��SN1ME0(gl F CR1-HS-4 Internal House -Side Shield (H4 distribution) �o 'fy SSS-490-XX Square Pole Tenon Adapter (4 @ 90') RSS-490-XX Round Pole Tenon Adapter (4 @ 90°) RSS-3120-XX Round Pole Tenon Adapter Q @ 120°) �+ • WB-CR-XX Wall Bracket y ARM-CR-K-TA-XX Tenon Arm (single) adjustable ARM-CR-TK-TA-XX Tenon Arm (double 180°) adjustable CONFIG�`P ARM-CR-K-S-XX Adjustable arm (for flat surfaces) Note Replace XX with color designation. A B 16" 21 3/4" CR1 406mm 552mm D T F E I • G C D E F G EPA Wei ht 6 3/4" 6" 5 5/8" 6 5/16" 5 5/8" 1.2 ft2 44 lbs. 171mm 152mm 143mm 160mm 143mm 0.1 mz 20 ko Note: EPA and weight values include mounting arm SPAULDFNG' Note Seepage 699 for more detailed EPA information. Uor, PM - Laredo Me ge/Source Pulse Start Metal Halide 70P 70W loop 100W 150P 150W 175P 175W Metal Halide 175H 175W E"%UQ-nic.NN-ela�W�aWe Electronic Fluroescent 42F 42/32/26W' HSPressure Sodium igoh 7150S 150W Accessories - Order Separately • Decorative Cast Aluminum Housing and Door. Rugged protection for internal components. Provides heat sink and long ballast life. • Full Cutoff Distribution - flat glass and segmented reflector provide wid` spread with an environmentally friendly light control. Standard, removable front shield, reduces forward beam projection while maintaining lateral throw, if desired. • Vertical lamp position (lamp is optional) provides maximum performance) and life. • Three point lag over recessed wiring boxes. Three 1/2" conduit hubs allow feed-thru wiring capability. • Wide selection of wattage and sources including pulse start and elec- tronic metal halide. • 800 Series powder paint for lasting appearance in outdoor environments. • Multiple options customize including a tool -free latch, which allows re-lamping from the ground, photocontrol for energy savings, fusing, quartz standby and EM sockets for remote power, lamps and five stan- dard finishes. • CSA certified for use in wet locations. Series S""oura""ce Volts Finish Options Quad -Tap® (120, 208, 240, 277V)) (120, 277, 347V) 48W 220/240V 50Hz (std. on EL or FL ballasts) Finish Bronze .: ra 4 e 5 Platinum Voltage 8 «,r,I.i.011111W. - PBT 1 Photocontrol, button type, 120V PBT 234 Photocontrol, button type, 208, 240, 277V LMC-SPC Polycarbonate shield �B T i Options PC(X) Button photocontrol (specify voltage) TL Tool -Less Entry LP Lamp included F(X) Fusing (specify voltage) QST Time delay quartz stand-by EM system -less lamp DC bayonet socket (for EM12 remote power by others) MR11/MR16 two pin socket for 12V power by others 1 For with lamp option - indicate desired wattage: LP42, LP32, LP26 A B C 16" 12,13" 9" 406 mm 308 mm 229 mm CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 27, 2007 Greg Kelly TelJet Longhaul, LLC PO Box 9502 South Burlington, VT 05407 Re: 35 Thompson Street and 30 Community Drive Dear Mr. Kelly: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, October 2, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, h Betsy Donough Planning & Zoning Assistant Encl. CiVI ]EINGAMEERH G A�`5:500CI irN, Mr., 928 Falls Road Phone: 802-985-2323 P.O. Pox 485 Fax: 802-985-2271 Shelburne, VT 05482 E-Mail: mail@cea-vt.com September 25, 2007 Ms. Cathyann LaRose, Planning Assistant City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Re: Logic Supply, Inc, Light Manufacturing Facility SD-06-65 35 Thompson Road, Meadowland Business Park PUD Preliminary Plat & Final Plat Amendment Application Dear Ms. LaRose: We have completed our review of the predevelopment existing grade conditions as they relate to the constructed location of the Logic Supply building and have calculated that the average preconstruction grade elevation is 338.84 feet. This value is based upon six existing grade measurements located around the perimeter of the structure as depicted on the enclosed plan. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures: Partial Site plan of building and existing contours. cc: C. Dillon (w/ enclosures) CAI Letk06192kLocal\LaRose N&C Prelim Let.wpd 1 I I � PAVE SURF I 5 DE 4 /1 339 C6. C NCRETE SIDEWALK / RETAINING WALL i r \ — / C6.O 342 CONC. CURBC 33 1. 343.17 a 6 C6.O / 6C6.1 S� NEW BUILDING IC w_ TLE N. 6 F. F. -�' '?'r 1 '= C�NC N fl` -is r w r Hi IKE - 7 RACK E C6f1 I � I �`L y - C CURB GAS 339. METER 3 4"0 UNDERGROUND ELEC. CO DUI 6" GATE I TRANSFORMER NEW H1 1 VAULT 8 I C6. w w �oICY 340 NEW 6" DPI. \ 1 WATER SF�RVICE 8x6" REDUCER 1 1 m 1 m(i� y:.. 339 0° Sep 20 2007 3:41PM HP LASERJET FAX 802 244 7938 P.1 1 SEP-20-2007 15.'16 NEAGLEY CHASE CDNSTRUCTIO B0265BO349 P,02/06 Permit Number SP- - 1 CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN RE VIE W All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #)_ Greenfield_ Capital, I_LC POB 115 Eden, VT 05652 (802) 244-8302 phone (802) 244-7938 fax 2) LOCATION OF LAST RECORDED DEED (Book and page 4) Book 161,770 Pages 253-255 3) APPLICANT (Name, mailing address, phone and fax #) Logic Supply, 35 Crossroad Waterbury, VT 05676 (802) 244-8302 phone (802) 244-7938 fax 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Lisa Baril-Groeneveld 35 Crossroad, Waterbury, VT 05676 (802) 244-8302 phone §k2 244-7938 fax 5) PROJECT STREET ADDRESS:_ 35 Thompson Street 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 1715-00035 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Chances to existinciaDomved site oign. b) Proposed Uses on property (include description and size of each new use and existing uses to remain)(il raise building elevation 2' (2) add sidewalk and g_urb_(3) adjust landscaping for screening of trangormerpad (4) channel in site fahti g pQiglnrat;nns (ti)alwaved _. c) Total building square footage on property (proposed buildings and existing buildings to remain) _ Existing 7500 so ft 2 story building, no changes d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) _27' building + 4' to grade = 31'0" (2 stories) e) Number of residential units (if applicable, new units and existing units to mmain) n/a �� S �� " 3�s� g � �° � �� Sep 20 2007 3:41PM HP LFSERJET FRX 802 244 7938 p.2 SEP-20-2007 15:17 NEAGLEY CHASE CDNSTRJCTIO 8026580349 P.03/06 f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees);_ 20 (all office) g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts arc applicable):_ VVell bellow view easement from Knesbura Road 8) LOT COVERAGE Total Parcel Size: _ 3.22 acres —Sq. Ft. a) Building: Existing 7500 % / 5.4 sq. & Proposed 0 % / 5.4 sq. ft. b) Overall impervious coverage (building, parking, outside storage. etc) Existing 30.860 1% / 22 sq. R. Proposed 0 % / 22 sq. ft. c) Front yard (along each street) Existing 11.5 °% / sq. ft. Proposed( _% sq. ft. d) Total area to be disturbed during construction (sq. ft.) 50,000 0 Projects disturbing more than ore -half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation, 9) COST ESTIMATES a) Building (including interior renovations): S per previous b) Landscaping: S per previous c) Other site improvements (Please list with cost): la) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 11 b) A-M. Peak hour for entire property (in and out); 23 c) P.M. Peak hour for entire .property (In and out): 23 11) PEAK HOURS OF OPERATION: 8:30 - 5:00 2 Sep 20 2007 3:41PM HP LRSERJET FAX 802 244 7938 p.3 SEP-2e-2007 15:17 NEAGLEY CHASE CONSTRUCTID B026580349 P.04i06 12) PEAK DAYS OF OPERATION: Monday - Friday 13) ESTIMATED PROJECT COMPLETION DATE: November 1, 2007 14) ABLn"TERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a soparate sheet if necessary) 15) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (S) regular size copies and one reduced copy (1 I " x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (sec Exhibit A). 3 Sep 20 2007 3:41PM HP LASERJET FAX SEP-20-2007 15:17 NERGLEY CHASE CON57RUCTIO 802 244 7938 p.4 8026590349 P.05i06 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowle OF APPLICANT SIGNATMM OF PROPERTY OWNER Do not write below this line Ct19116 DATE OF SUBMISSION: r REVIEW AUTHORITY: ❑ Development Review Bond ❑ Administmtivc Officer I have reviewed this site plan application and find it to be: Complete 4 0� Sep 20 2007 3:39PM HP LRSERJET FAX 802 244 7938 p.1 f SEP-20-2007 15:16 NEAGLEY CHASE CDNSTRUCTID 8026580349 P,02i06 Permit Number SP- - CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All infbffmtion requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and Greenfield Capital, LL.0 FOB 115 Eden, VT 05652 2) LOCATION OF LAST RECORDED DEED (Book and page 0) Bode 161,770 Pages 253-255 3) APPLICANT (Name, mailing address, phone and fax #)_ Logic Supply, 35 Crossroad Waterbury, VT 05676 (802) 244-8302 phone (1302) 244 7938 fax 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include ruunc, .address, phone & fax N: CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 27, 2007 Application received: September 21, 2007 35 Thomson Street SITE PLAN APPLICATION #SP-07-69 Meeting Date: October 2, 2007 da # Applicant Owner Logic Supply Greenfield Capital, LLC 35 Crossroad PO Box 115 Waterburv, VT 05676 Eden, VT 05652 Property Information Tax Parcel 1715-00035 C Industrial & Open Space District Hinesburg Road -North View Protection Overlay Airport Approach Cone Overlay 3.22 acres Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Logic Supply, hereinafter referred to as the applicant, is seeking to amend a previously approved plan for a 30,000 sq. ft. light manufacturing facility. The amendment consists of: 1) raising the building elevation by two (2) feet, 2) adding a sidewalk and curb, 3) revising landscaping to screen proposed transformer, and 4) revising light pole locations, 35 Thompson Street. Planning and Zoning Assistant Betsy McDonough and Administrative Officer, Ray Belair, hereafter referred to as staff, have reviewed the plans submitted on September 21, 2007 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Required ] Proposed" Min. Lot Size 3 acres 3.22 acres Max. Density n/a n/a Max. Building Covera e 30% 7% Max. Overall Coverage 50% 25% �l Min. Front Setback 50 ft. >50 ft. Min. Side Setback 35 ft. >35 ft. Min. Rear Setback 50 ft. Corner lot- no rear setback * Max. Building Height 35 ft. 36 ft 2" �l Front Yard Coverage 30% 11.5% �l zoning compliance n/a no residential units proposed ** Phase 1 Waiver requested The applicant is proposing an additional transformer pad which is small enough to not affect the overall coverage. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: CITY OF SOUTH BURLINcjTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The applicant is proposing a sidewalk and a curb. Staff finds this acceptable. The applicant has provided for adequate pedestrian movement to and within the subject lot. The parking requirements are being met. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is depicted on the plans. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Some of the proposed parking is located in front of the building with respect to Thompson Street. While this is not in conformance with the regulations, staff finds the parking layout to be acceptable in that the parking will largely be shielded from the more heavily traveled Meadowland Drive. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The height of the proposed building with rooftop apparatus is stated be 36 feet, 2 inches which is compatible with the neighboring properties. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. This requirement is being met. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. This requirement is being met. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. CITY OF SOUTH BURLINUTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Staff does not foresee the need to provide additional access to abutting properties. The layout of the area is such that all adjacent properties already have sufficient access. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans depict a dumpster which is noted to be enclosed. The applicant has stated, in a memo to staff dated September 6, 2006, that the dumpster will be screened via a chain link fence with interwoven screening material. Staff finds this sufficient. Landscaping and Screening Requirements The applicant is proposing changes to the originally approved landscaping plan. Staff has not received a landscaping budget at this time. Based on submitted costs of $800,000 (per the final plat approval), the landscaping budget shall be a minimum of $10,500. 1. The applicant shall supply a landscaping budget that should meet the dollar number for the original landscaping approval amount. Pursuant to Section 13.06(C)(1) of the South Burlington Land Development Regulations, any utility cabinets on the site shall be effectively screened to the approval of the Development Review Board. The proposed electrical transformer on site has been screened by landscaping on all sides. The plans indicate the snow storage areas View Protection Zone The subject property is located within the Hinesburg Road -North Scenic View Protection Overlay District and thus subject to Section 10.03(H) of the SBLDR. Specifically, no part of any structure within the zone shall exceed an elevation of 393.5 feet above mean sea level plus 5.8 feet for each 1000 feet that said part of said structure is horizontally distant from the Hinesburg Road -North View Protection Zone Base Line shown on the Scenic View Protections Overlay District Map. The applicant has provided information on the building elevation of the building, and sufficiently demonstrated that the elevation is below the threshold described in Section 10.03(H) of the SBLDR. CITY OF SOUTH BURLINUTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Height During pre -construction review, the applicant has determined the need to raise the bottom floor of the building by two (2) feet, bringing the total building height (including the HVAC units on the roof) to 36' 2", thereby needing a 1' 2" height waiver. Staff recommends that the Board approve the height waiver as it does not affect the View Protection Zone nor the Airport Cone Overlay Districts nor any significant views from the public roadways. Other The subject property is located within the Industrial Open Space District and as such shall be subject to Section 6.04(F) and 6.05 of the SBLDR. The subject property is located within the Airport Approach Cone and as such shall be subject to Section 13.03 of the SBLDR. The landscaping plan shows the first floor elevation to be 341.5. This plan should be revised to show the correct first floor elevation of 343.5. 2. The landscaping plan shall be revised to show the correct first floor elevation. PHASING The applicant did not submit plans that show Phase II of the project that was approved as part of the original final plat approval. Should the applicant wish to continue the approval for building Phase Il, it needs to be shown on the plan. 3. The plans shall be revised to show Phase II should the applicant wish to keep the Phase II approval. Staff recommends that the Board approve Site Plan application #SP-07-69subject to the applicant addressing the numbered items above. Respectfully submitted, Betsy Mc onough, Plannp & Zoning Assistant Copy to: Chip Dillon, Neagley and Chase INDEX OF SHEETS: L-1 SITE LANDSCAPING PLAN U 4- 0Vih1tkP�SffE__PLAN C-2 SITE PLAN C-2.1 PROPOSED BUILDING ELEVATION VIEW C-3 SITE GRADING & DRAINAGE PLAN C-4 UTILITY PLAN SE-4.1 SITE LIGHTING PLAN C-5 EROSION CONTROL PLAN C-5.1 EPSC PHASE I & II PLAN C-5.4 EPSC NARRATIVE C-5.5 EPSC SPECIFICATIONS C-5.6 EPSC DETAILS C - 5 . 7 EPSC DETAILS C-6.0 SITE DETAILS C-6.1 UTILITY & SITE DETAILS C-7.0 SPECIFICATIONS C-7.1 SPECIFICATIONS C-7.2 SPECIFICATIONS C-7.3 SPECIFICATIONS LEGEND - - - -339-- - - - EXISTING CONTOUR 336 PROPOSED CONTOUR --- PROPERTY LINE O IRON PIN a CONIC. MON. ----SS GRAVITY SEWER LINE ----FM FORCE MAIN ---- W WATER LINE ----OE OVERHEAD ELECTRIC ----UE UNDERGROUND ELECTRIC - - - - T TELEPHONE LINE ---- G GAS LINE Q MANHOLE HYDRANT 8 SHUT-OFF x"r POWER POLE Is CATCH BASIN 0o LIGHT POLE O ® DECIDUOUS TREE �r CONIFEROUS TREE ivwvvvvvv� EDGE OF BRUSH/WOODS LOGIC SUPPLY INC. 1LOSIP 35 THOMPSON STREET SOUTH BURLINGTON, VERMONT PREPARED BY: CIVIL ENGINEER: CIVIL ENGINEERING ASSOCIATES P.O. BOX 485 SHELBURNE, VERMONT 05482 (802) 985-2323 OF MF �jj No. ce.a Pdar�e wl, a SUMMER ICE JOINT VENTURES C/O MARK NEAGLEY NEAGLEY & CHASE CONSTRUCTION 1150 AIRPORT ROAD SOTH BURLINGTON, VERMONT 05403 APPLICANT: GREENFIELD CAPITAL, LLC 35 CROSSROAD WATERBURY, VERMONT 05676 GENERAL NOTES: i. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not incorporated into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as -built plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or indirect result of the construction. 5. All grassed areas shall be maintained until full vegetation is established. 6. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. 8. If the building is to be sprinklered, backflow prevention shall be provided in accordance with AWWA M14. The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for riser detail. 9. The Contractor shall submit shop drawings for all items and materials incorporated into the site work. Work shall not begin on any item unlit shop drawing approval is granted. 10. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 11. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 12. Any dewatering necessary for the completion of the sitewbrk shall be considered as part of the contract and shall be the Contractors responsibility. 13, The Contractor shall coordinate all work within Town Road R.O.W. with Town authorities. 14. The Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 15. Existing pavement and tree stumps to be removed shall be disposed of at an approved off - site location. All pavement cuts shall be made with a pavement saw. 16. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. DIMENSIONAL SUMMARY ZONING DISTRICT. INDUSTRIAL OPEN SPACE DISTRICT REQ'D. PHASE I FULL BUILD OUT LOT AREA 3.0 AC. 3.22 AC. 3.22 AC. LOT FRONTAGE NONE 777 777 LOT WIDTH NONE 400' 400' FRONT SETBACK 50' ±100' ±86' SIDE SETBACK 50' ±127 ±127 REAR SETBACK NIA NIA NIA BUILD. COVERAGE 30% 5.35% 14.4% LOT COVERAGE 50% 22.0% 40.6 % FRONT YARD COVERAGE 30% 11.5% 11.5% PARKING TABULATION (LIGHT MANUFACTURING CATEGOR)q REQ'D. PHASE I FULL BUILD OUT 0.5 PER 1, 000 SF (15,000SF)(05)=7.5SPACES (30,000 SF)(.05)=15 SPACES PLUS 1 SPACE PER EMPLOYEES = 42 SPACES EMPLOYEES = 85 SPACES EMPLOYEE TOTAL = 50 SPACES TOTAL = 100 SPACES W 9 'sue LEGENDil NEw SMAD_ i3 EVERGREEN TREE I I ® NEW EVERGREEN SHRUB I • NEW SHADE TREE PIGLA I Q NEW DECIDUOUS SHRUB � NEWPERENNIALPLANT 2PIABA Q I 2 PA. B I yp NEW FLOWERING TREE 4 • PUBA _ O NmwmaBiaw 2PIABB —- x(� NEWLARGE PHASE II PLANi1NG AREA CC — _—_ ��----- _ I�_ I PIA.�I„ I jTCJ,'. EVERGREEN TREE (A- PIGLA _ p 1 P � PIAB )- _ _ _ 1 _� _ I ---------------- I I I PIGLA i _ — I I II 2 TIGR 1 I Q PIA I(e.� I I PIA�B q /////IIIXVV,,yyy L• N I SYPA 4 JUCS II _ 1 Z I 0 HYPE PYCC 2JUCs I I I I I N I I 2SYPAI MAFL I O I I PLANT LIST EVERGREENTREES SITE ENGINEER: _ - - A CIVIL ENGNLL1tI�'� T P.O-BOXI83 $NfL9(J/jNE, yjSA,E$, INC. 0502 emaesruta FAA' R>aaesnn .Ep: MMacr.H.Oan PP MGB ICEr IOU 2OU TQU SCIENTIFIC NAME COMMON NAME SIZE/SPEC. PIABA 11 3 14 PILEA ABIE6 NORWAY SPRUCE PUBS 4 2 6 PI- ABIES NORWAY SPRUCE PIABC 2 O 2 PICEA ABIE6 NOflWAY SPRUCE 6-JET - PIGLA 9 70 19 PILEA GIAUG WHRE SPRUCE d-SFr —_ — PIGLB 1 O 1 PICEA GLAUU __-_WXRE SPRUCE 6Ff. THUG 7 O 7 THUJA OCCIOEMALR:'NIGRA' DARK GREEN AMERICAN ARBORVRAE 4- rr, pMRi ACL DL+L� JM ID M APPR MD DSM _ SHADE TREES OUBI t 5 6 QUERCUS BCOLOR 5 '�j AMP WHRE OAK 17�2 B&B M OURu 3 3 B QUERCUS RUSNORTHERN RED OAK 1 75.IN S&B TIGR 4 2 6 TILIA C—IATA'GREEMME' GREEN6PME LINDEN 2-2. I N FLOW FLOWERING TREES&SHRUBS OWNER: SUMMER ICE JOINT VENTURE EUUONY AL 6 O 6 EMUSALATU6OMPA 'CCTU6- COMPACT BURNING BUSHpl HYPE 2 O 2 HYDRANOFJ, PEx GEE PEE GEE HYDRANGEA 45 FT. _. _ JUC6 B O 6 JUNIPEflU6 CH NEN616 SEA GREEN' SEA GREEN JUNIPER — MAFL 2 O 2 MAuS FLOIf1 NDA JAPAN EPLOWERMG CRABAPPLE 1,75 IN BBB PYCC 2 4 6 PYRUS CALLERYANA'CIMNTICLER CHANTICILEERPEAR 225B&B 1N 'I'LI( 41>%I. ROLAND & LISA GROENEVELD - SPAW 10 O 10SPIRAEA BUMKLOA'ANIHONV WATER_Rt' AMHONY WATERER SPIREA 3 SYPA 6 O 6 SIRINGAPATUtA'MI.SGKIM' MISSKIMMANCHURIAN I C �.4FT__ S- 3 O 3 SYRpdGAKPREST u1E'DM WYMAN' DONALD WVMAN LILAC 4-F rr PERENNAIL FLOWERS HE5 30 O 30 HEMEROCALLLS'STEUA D'ORO' STEI—D'ORODAYULY 1 GA- 15 HES QUBI ,�_ _,_ 'r/: / ,/ 15 E5 NEW BUILDN5SPAWTPI I HASE 2SYPA!A I 2 Jucs I I I HPrcI II I CS C JS� I I n Ail7 THuo I I / �� / �/ ,i %� /� � � • � _ � _'� _ =may C 3 EUAL 1 I I �!�, 3 PUBA SvxP _ I 2PIABA 3EUAL I — 2TIGR I I I I 1 3PIGLA .�-. / . y 2 PIGLA \ \ ` ✓ /; / , / /% / I I 3 QURU I _ _ _ - -- - - - -' E----- - _ -� - -_ -_ _ - - - _ _ PIABA _ — i Gi — �� _ — \ _ _ — —c -- 0 I _ I _ L _. _. _- - - - TI_— 4— — _ -- \ _ �_ — — — — — — _ — . I p R. M E A D O W L A N D —— y—_— —— - \ �-7 LOGIC SUPPLY CORPORATION LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT Michael L2W1'efIC6 4 A550C. Landscape Architects 6 Linden Lane - Essec Junction, VT 802-878-2778 POLYPROPYLENE STAKING ARBORTIE GREEN FLAT WOVEN TRIM DECIDUOUS TREES TO PROVIDE 6 FT MATERIAL - 3/4 IN. WIDE, CLEARANCE ADJACENT TO 900 LB. BREAK STRENGTH SIDEWALKS AND PARKING AREAS FASTENI ARBORTIE TO STAKES, WRAP OVER ROOT BALL TO KEEP TREE FROM ROCKING PLUMB TREE TRUNK GATOR BAG (1 /TREE) oAn cRecKep Re ON \ w - — — — N _ 1 I _ 1 I1--1 30' 60' LANDSCAPE SPECIFICATION - s Graphic 5c.Ae F ORPLANT 1 N G TREES 3'MULCH -DO NOT APPLY or MOUND (4) 2' X 2' X 2' L APPLY AROUND TRUNK HARDWOOD STAKES DRIVEN (MIN. 18') FIRMLY INTO SUB- FORM 4' SAUCER GRADE PRIOR TO BACKFILLING ""' CUT AND BEND UND15TUR13ED SOIL I I BACK WIRE' z I— I _I r PEEL BURLAP - I - I I TOP 1/3 OF ROOTBALL I 17�IhII I_I - BACKFILL WITH SOIL MIX i--I CONSISTING OF TWO PARi5 — EXCAVATED SOIL AND ONE PART I I I I I BURLINGTON INTERVALE COMP05T. 1 -- - - - - --- -- _ --- - - -- -- -- - - - - 1. SCIENTIFIC AND COMMON NAMES USED IN THE PLANT UST GENERALLY CONFORM 12. PLACE TOP501L MIX IN PIT AND COMPACT. WHEN HOLE 15 NEARLY FILLED TO AMERICAN ASSOCIATION OF NURSERIES'STANDARDIZED PLANT NAMES'. WATER THOROUGLY. FILL REMAINDER OF HOLE. BUILD 4 IN. SAUCER EDGE 2. PROVIDE PLANTS EXCAVATION. WATER THOROUGLY AGAIN. S TYPICAL OF THEIR SPECIES AND VARIETY; WITH NORMAL, DENSELY DEVELOPED BRANCHES AND VIGOROUS, FIBROUS ROOT SYSTEM. 13. DRIVE HARDWOOD STAKES I' BEYOND EXCAVATION, TIE ARBORTIE STAKING MATERIAL TO STAKES AND WRAP OVER TOP OF ROOT BALL WITH ONE 3. PROVIDE ONLY SOUND, HEALTHY, VIGOROUS PLANTS, FREE FROM DEFECTS, DISFIGURING, KNOTS, 5UNSCALD INJURIES, FROST CRACKS, ABRASIONS TO THE TWIST AROUND TREE TRUNK. BARK, CROOKED LEADERS OR DISEASES. 14. MULCH TREES AND PLANTING BEDS WITHIN 48 HOURS OF PLANTING. 4. PROVIDE ONLY FRESHLY DUG PLANTS. 15. SATURATE INSTALLED PLANTS WITH WATER DURING MAINTENACE PERIOD AS OFTEN 5. DO NOT PRUNE FLAWS BEFORE DELIVERY. AS NECESSARY TO INSURE PROPER SOIL MOISTURE. G. ALL PLANTS SHALL BE LARGER THAN THE MINIMUM 512E SPECIFIED. 50% OF THE I G. PRUNE TREES AS NECESSARY TO REMOVE DEAD OR INJURED TWIG5 AND BRANCHES. PLANTS SHALL BE IN THE UPPER HALF OF THE RANGE SPECIFIED. MAKE CUTS JUST OUTSIDE OF BRANCH COLLAR. LANDSCAPE PLAN 7. PLANTSUBSTITUTIONS WILL BE PERMITTED ED IF AUTHORIZED BIT17. MAINTAIN NEW PG PLANTING AND CONTINUE UNTIL ACCEPTANCE. MAINTENANCE INCLUDES; LANDSCAPE ARCHITECT t THE CITYOFF SOUTH BURLINGTON ARORIST. IN PRUNING, WATERING, WEEDING, MULCHING, RESETTING TO FINISH GRADE AND VERTICAL POSITION, RESTORING PLANT SAUCERS. 8. STAKE PLANT LOCATIONS AS SHOWN ON DRAWINGS. BEFORE PLANTING. STAKING LOCATIONS ARE SUBJECT TO THE APPROVAL OF LANDSCAPE ARCHITECT. 18• NOTIFY THE LANDSCAPE ARCHITECT TO INSPECT THE WORK FOR SUBSTANTIAL 9. ALL WORK TO BE IN ACCORDANCE WITH AMERICAN ASSOCIATION OF COMPLETION. WHEN INSPECTION 15 APPROVED, THE OWNERS REPRESENTATIVE WILL CONFIRM WITH WRITTEN ACCEPTANCE. NURSERYMEN STANDARDS FOR MATERIALS, INSTALLATION AND MAINTENANCE. 19. THE CONTRACTOR IS RE5PON5IBLE TO GUARNTEE ALL PLANT MATERIAL TO BE IN A I O. DIG HOLES AT A DEPTH TO SET TOP OF ROOT FLARE EVEN WITH HEALTHY AND FLOURISHING CONDITION FOR A PERIOD OF TWO YEARS FROM THE FINISH GRADE AND TWICE THE DIAMETER OF THE ROOT BALL. DATE OF WRITTEN ACCEPTANCE. I 1. SET PLANTS GENTLY IN PIT 50 TRUNKS ARE STRAIGHT. 20. FAILED OR UN5ATI5FACTORYPLANT5 TO BE REPLACED AT NO COST TO THE OWNER. 21 . REPLACEMENTS SHALL CLOSELY MATCH ADJACENT PLANTS OF THE SAME SPECIES. -- - - -- -- --- WATER AND TAMP TO REMOVE 2 X BALL DIA. BREAK APART EDGE OF AIR POCKETS. EXCAVATION W/SHOVEL NOTES: 1. PLANT TREE 50 THAT TOP OF ROOT FLARE 15 EVEN WITH THE FINISHED GRADE. 2. STAKING A5 REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. 3. TREES SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. 4. EXAMINE ENTIRE TREE AND REMOVE ALL NUR5ERYTAGS, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. TREE PLANTING DETAIL. FL: FIcLb- oc . own SEPT. n, Z007 cALe s ,I, �30, PM. NO. 06192 pRAKIKc XIR®0t _ NTS } --- I_ I 1 1 I 400.00 FT. 20r—ORAINAGE ——__�-- rr D I — ——_— E I 1 AREAI 1 1 1 SETBACK / 1 PAVED SURFACE R1 1 I YAD•, I 1 I SNOW 3g' SIDE PAVED 5� I I . i 1 i STON A ENaO 2p ASP 4OE, Si SURFACE C8.0 i C8.0 COMPANY1 (N.LC) I I 1 I I IUy \y I \ 1 1 I \ . 1 1 PAVED SURFACE II e I I I ce.o CONDE CRETE DEWALK ,I I 3 PARKIN`{ S I , I CONRETE IL 1 •- _- RETNNING WAL'- I II F- 1 W II C6 0 cONC Bane i --- 1 \ ce.0 1 I 1 (010 1 — I I Ir I I NEw BUILDING\ •• I I I N UI \ I 1 I PELE�-a343 5 VD ETE I DEWALIC RANDICAb TWE 12 1 1 I I RACK C6.1 ® I I \ , 1 I I I I CURB I I I 7 I SE pK 0 N� SFROT YA D• R D TBA I 1 I I = OW ST AGE _____________- �$ p cl 169_46�FT A LN Xi' MEADOWLAND DRIVE MDE SLOPE ,NSITION IN CONC. SIDEW 12 iEPLACE EX Tp ARREIE SSED CURB It C8.0 ,-SAW-CUT PA ENT 12- FROM CUR TRANSITION 1 CURB (TYP.) 1 CB O SITE ENGINEER: f fA CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX 485 SHELBURNE, V/ 05482 RD2 MEo- - W — 11 — M ,�.— c— DRr1IN ACL DSM c- GiS,in DSM ONNER: SUMMER ICE JOINT VENTURE APPLICANT: GREENFIELD CAPITAL, LLC Peu�r:c'r: LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT I- 1 DSI I EI o LKM- warms I I SITE PLAN a GRAPHIC SCALE DITE DEARING NUMBER ( IN FEET) AUG., 2006 1 Inch - 2U ft' SCAL¢ 1. - 20' C-2 PROI. ND. -- /' 06192 i r 1 I II ------------- eNEW 15" HOPE W/FES /RIM:339.22 /%CABI S SITE ENGINEER: --- C6.0 INV.=336.3 // IN,.V=336.13 / IN S7RUC I 111 I 1 111 INV.=334.89 1- •�-______338__------ CS #37 1 -- - --- N{ C_-� /� - _ - __�� - - _ - I EX, CB �137 I III RIM=338.27 CIVII ENGINEERING ASSOCIATES. INC. /3 / / / - _ _ - _ -� _ - - - INV. IN- P.O. BOX485 SHELBUHNE, VI 05082 338.26 1 / 41- --� - ��►�� ' ♦ RIM: ' �� - /- -a I INV. IN=335.70 1 III INV. OUT= it HOPE _____--_-- _ _''iilLi_ - - - _ _ •F-� ��„�. _��,� - _ - - -1- D i/ ----�- 4" Y 1 11 INV. OU7=335.5 4 E NI F_ N -,1 _ - - _ > INV- 4 1 IIII DPrw. - rs Ps¢PreD EM•11�'�5� _ EAS - = 337 2o_T. C) pRp,IN AG 1 _ - - - -. - f = / ACL j /-_ `-�..r r•1"'�=_\ �� C - - n / ----- \ I t 6% 1 PROVIDE SLOPE STORAGE \ 1 I 'O ♦ TRANSITION IN 1 I 1 (I cxec�n - 1 AREA 339 - �:7,.T� 1 1 ♦ 1 &T. CONC. 510EW 1 IIII DSM 341 / 340 .}. _ `\` 338. 1 12 11 III 1 W� --- e w C. 338.5 C8.0 PPROv¢D aFasrta°e#; 4• OPE \\ I I I I 1 DSM siownie �,^, .I I .3g3i,,/ (�. // "'°' _ --- -7/ ------ v ! �•p.._.- • \ tIN' M\ I 1 1 REPLACE EX. I \ + II 1 : CONCRETE CURB \ 11 l 1 OWNER: TBPAVED 1 I TO A RECESSED \ III 1 YAD S ��\y . / 1 cuRe 11 I ? SUMMER ICE SIDE `�'••� SURFACE \1 I I \ I SNOW 35' / PANED O \ 6! C8.0 I III I 1 \ 1 STORAGE _ PSTER PARKING \ SURFACE 8.0 I 3 C6.0 ! I III I !\ 11 \ I AREA / _ I --•• f _Et1CLOSURE a3 SPACES \ \t 1 'r`9 / 1 I I I 1 JOINT VENTURE \ \_ 6 \\ - -11- I ' 12- CLII ENT I 1 I I I \ 1 \ 1 \ 34T'S \ \\ - V \ ! 338.8 I .c.1338h 1 III I I COM Y I nPrlu:nrvT: > 11 \ \ \ \ I w N.IA) I 1 I I I 1 RISER \ Y',. \ I � SIGN I I \ I I I I 1 11 1 \\ \\\ \40.Ox Ii 1 I1 fill GREENFIELD 341s 340. �RRB TI) CAPITAL LLC 1 \ 1 \ I \ \ \ PAVW 1 .I 1 I 10 IIII \ L \ I \ \ ski ACE PROJECT: I ..1 I 0 -�- - 1 I 3 CLEv 3\ RISANW 41 ER ��. \ ,514 I 339. �, I EX. SMH �jA I- - 1 C 340.4 C6.0 1 11 1 I RIM-339.39 III I INV. IN=331 0 II 1 II 11 1 yy 339 3 .yk'` I PA V<lNy S I 1 I INV. OUT-330.9 I I I I .O ; 9 PA6I r 1 I I II LOGIC SUPPLY 1 1 x 11 RETAINING WAIL.1 13 / CURB C l I 1 , I IIII INC. 6 I \ I 43.07 // 342.5 C6.0 I 1 1 I III LOT 10 340.5 339.5 - 43.17 1 ,' 1 I 1 „ IIII MEADOWLAND BUSINESS PARK SOUTH BURLINGTON 1 1 I 1 I I 1 11 I II I I I VERMONT mul1 ;1 w 1 1 1 I I I it lit j BUILDING C 342.0 \ I 1 \ 1 S E \ 11 m I I I I I I I \ I I \ I `\ 1 P �'1 A..,..,..,r...., 5 .' / U 1 � �I \ I 1 III I \ I I ► / YEI�EV.= 3a2.7t g vnD W 1 I i I ` I� III I I 1 \ I j F.F. c 1 11 I CC03N4t•13., I1GRASS LINED I IIII I I if I I 1 I RAMS M t 1 SWALE (TyP•) I I III WN I 11 1 1 I KE 9 + \ 1 W I 1 fill v I I / 1 / 1 / v ACK 8.0 i u I m I 11 1 1 go \" 7 N 10" HOPE �t1 F ROOF DRAIN z> 1 I zrc 12" PVC I fill n 1 INV.=335.74 I INV:337 I 1 I I 7- CURB I b zo . n 1 \ 1f 11 EX. CS N37A �I} , I I It 7 m �` 1 RIM=338.57 7"'' 11 it NV. IN=335.7 /FRONT YARD :LETB ACK 1/ ; 42.SX x 1 341.0 \ 11 0339.2• n \ /AI IIII INV. OUT- II 1111111 INV.:334.9 cxec- _s1oN ) OW..I 11 III 1 io-a-as ova cD isSie 340 / ST RE /�r \I I IIII 1 ¢-D7 D. K-D Stc. w.�aRc W~ A MM I �+ Z I III 1 zz-D7 DSN RCRsrD uwnsc �ocn'wxs \'\,\ CAB ETS' .F. ``jPq \\\\ w �1 111 11 I ' NV`3P3,J1� I , fi1, Ii `\ �� 3>•s \\\ \\ 1 i---___ j 11 1 _--`1' �c I fill \ ) \ \ \ 1 \ __--- DRAININ ...� /� . V=336.H L 1 111 1 I '- 1 1\ 339 338 3 / 10" HDPE RQCF I �- 1111 1 1\ - - - - - - - - - - - - - - - - - - - - - --- -Z---�-�-��---------------------- -----' \-- \I -- SITE GRADING -------------------- AND DRAINAGE ---- -�- ----34G --------------- FENCE ----------- _ LAN TBm - -------------- ~EXISTING REC. PATH ELEV.=339.51 ---_ -- -- - - - 3 AUG.. 2006 DRA111NC NIIMPP.R 40-_ GRAPHIC SCALE `34ivE /' ,•=20' C-3 MEADOWLAND DR - ' lwwh_ o',L PRDI.No. 06192 0 E a a ga d / EX."CB '/E.I- ,I r I q I ' SITE ENGINEER: I 9 NEW 15' HOPE W/PES c /RIMd339.22 �� CABINETS� f�^� 1, 11 C6.0 INV.-336.3 / INK=336.1t U I 1 II I NOTES / IN s1RUGTtI/(E I I I 1 11 1 INVe3 r; / NV. (15'�«3 .2 III I 2. All water installation work and water 1 - --_-_ 1 I 1 - ,339-- distribution material must comply with the "CWD _---� � Specifications". Details for this project must be _ _ ,_3ao-- ��`-'> > - -�-�--____-_ I I 1 EX. CB the same as those within the above referenced _ ___- ,1\\ \1111 I ' �� - r _ - _ Ex. CB 37 I I RIM>e33 CIVIL ENGINEERING ASSOCIATES. INC. _ _ _ P.O. BOX/B5 SHELBURNE, Vr O5492 CWD Specifications. _ _ _ _________--_--_==^/1111 /ice 341- //_--_-0111 ,+ - / --- I I RIM=33�26 I II INV IN, IN \\ ��%�/III / ri'// �\ D ->` __�' - _ -1 I INV. IN-j35.70 INV. OU em-oeo-ana ruc eoa-eesez.r ".e: "w \\V 5% j ______________ %//ly_ ,�1� __----.-\ / _ r I I INV OUt�335.5 1 I .s«K 3. thaAll domestic services and fire sprinkler systems �\\\I \� , __ _ _ _ __-_ _ _ _ - ._ _ _ - _-rr _ _ _ �� \ _ _ _ t L _ - -' 4' 44. I I I I shall be protected t are dto wkh the backflowublic water prevenonm IIEK'1ty' % ' - �-� - �= a _ - - El assembly, EASEM EIS! T _', - - 36 337 MV« 4 I RReencopyurcRr R rR assembly, and an appropriate thermal expansion I11111 I'.v�\ I r /� �-- - -__._> '-�^F2AINA 11 ACL system in compliance with the Ordinance for the ��.r.�•_+\ r,\ \ _ _ _. 2D• -� y.IOW w opE Control of Cross Connections Within the Water �'\ �9 \ � / - � ' ,� //� \ 1 a I PRONDE SE I i �.rrscxso :,� _ _.�. "- / / STORAGE ,p aN IN I System of the City of South Burlington, I /�� _ _ - - - --' 1 _ _ - - 3g AREA \ 1 I I 3 BIT pNC 51DEw \ DSM henceforth the "backflow Ordinance." Pledse I l//r \ ^- ~� / _ contact the South Burlington Water De artinent III\� / 'y I _ _ _ _ 341 rI - '\ 1 12 9 P \�a0i/ // 4. DPE \ w II C6.0 I I i DSMo for more information on backflow protectit / - / a / - ORA 1 I I a I ' devices. �343'�� ~ - -343-' ro r / \\ UN R t \ 1 REPLAC EX. \ CURB 1111 owNl>It: I \\-- \\ \ I PAVED j I I, Tp ARR4CE55E0 rn,,,, 4. CWD Specifications state that no water lines I � shell be Installed after November 15 ar before I \\ i / \ I CURB 11 \ SUMMER ICE April 1 without prior approval of the SNOW / I ING PAVED S I c6.0 I I I JOINT VENTURE Superintendent. The Superintendent may res rict \ STORAGE / I - - pUMPSTER PARACES \ SURFACE ® \ U 11 1 T I work before November 15 and after April 1 diking 1 \\ AREA / _ �ENCLOsuR6 2't SP \\ \1_ I g am SAW1"t"T PA adverse weather conditions. \ I \ I 3 \\ ` \ c6.1 \\ ----- \ I I y7,r 12' I CUR 111 I 1 I I II I I APPLICAN'r: 5. Mechanical joint restraints with twist off nuts \ 3 CLE \ \ \ 10) GREENFIELD II I II I 1 c6.1 I I it i shall be EBAA or Sigma, or o Department i � � a � � I 1 . approved equal grip ring. \ I \ 34t 8 I I TROSION (T� WRB 1 i i I pi i 6. No underground utility shall be installed within \ PAVED I 10 it CAPITAL, LLC four feet from the water main on either side, 1 \ SU ACE i 0 I I I \ y q•EANOU A 341 ¢¢ I I I I reOTp;c'r: from the top ti the main to the finish grade, I \\ RISER -�j� \ a° \ 40 CI I I IEx. S 1A I 1 1 with the exception of storm sewer and sanitary WSJ AA4�H I RIM-339.3 sewer as stated in the above referenced \ I \ \ 5' DE g I INV. INLL33110 1 1 Specifications. Trees shall not be placed over \ I \I / \ 339 G h3 DEWALK �, I PA KING S �I 3 IINI.NV. IN �33369 I i II II any water main or service line, nor placed within , I \ / / C6.0 / e FI^C I Y I l ILOGIC 20' of any appurtenance, including fire hydrants. I \ / i 5 1 0 I I I I III 1 1 SUPPLY 7. Separations between the water main and I a I RETAINING WALL // 3 ANOUT I II 1 / C6.7 V.-333.Ot service line and nearby sanitary and storm sewer 1 r / 13 / RB I I III I INC. 42 CU lines shall comply with the VT WSR requirements I I j \ EX, ' 6 =o I I I I I I,I.I I and the above referenced Specifications. 3v I I 1� I LOT 10 343 t7 / t Foa� '+`� I II I n I II1 II MEADOWLAND BUSINESS PARK B. Prior to any building construction, the building I I� CB.t you s�` iR I SOUTH BURL/NGTON contractor should contact the South Burlington I 6 toy Water Deportment to discuss City of South I a��t I° uA VERMONT Burlington requirements for meter sizing, meter \ I / cy- 1 NN I I 1 I I settings, and backflow protections. 9Department` 1\ / 9. The South Burlington Water shall \ �v��`N \ II III be notified prior to backfilling to inspect all joints, I \ N Ew B U 1 LD I N G JS9.O T I I \ Ilk fittings, main line taps, appurtenances, water line 1 \\ / P SE - .. S9 I I \\ I II W...r...,....s ,crossings, and testing. 1 \ CAPPED SEWER $E NC \ ••p,• ^"«v.=343.5 r _.6• "a I I t I I I I \ I \ CONNECTION FOR FU It F•F, El-E C� 7E pEWALH JI Z \ I \ BUILDING AD TIy••,' 31 I c> I 1 II 10..At least 10 days before the start of actual -- I onstN, 'on the contractor shall notify the SBWD j I i i' © „ m I I GRAS4 LIKED I I II Its I t to proceed and shall arrange a + K WCAP SW (�•) gtI I Ino Qiscuss the project If necessary. I I I / I ro / 12 z I I \\ I I I / l KE 9 ACK 6.0 7 N 10' HDPE RIOOF 33AN t IF I INV.-335.74 CURB ">� \ j l 1EX C I I \, \\\ / I / I I ,y►'\' 7 m n / 1� RIM 3.= 7. 6' I GAGEVVE INV. IOI T 3 35.6 _ 1 'OEUNDERGRELiC. CO DUI NEW yp 4OUND / I 1 TRANSFORMER CIS Water Service Installation Note: All work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water ms Owned b h ham loin Water District and the City OT Southurington. Details should be modified to the above 7Ay "I &v V6A-4361 VAUL I �_ I \ own xscl¢n RswsloH ORA r•\ �/ I II I I I .r-►or ow RRLxamo LOF Pear x340 NW6' D1sxarnr¢u¢WATER``tz CIt 1.I I I ya-m osu RL�n uormc unircs iRurxx 11\ 11 • 339 1, . I CL 339 33 // 10` HDPE RQDF``'' DRAM Mr-336.� C G 346- 4 E, UTILITY GAS SERVICE BY OTHERS CABINE�T5 � _---------------GAS - - (COORDINATE Y✓•[. VUfRMONT _ - _ \ SYSTEMS)-- --__ 340 �A -w� W 1 I PLAN \ -- -_ __-��---�------- -________-- ----E__ -------- _ / / -� _ \ - __r ` \ �.�,��. � � \J` � _ --- - --� � / �� _ _ G- r 3 4x4 CONC. MOf4.� ELEV.= 39.51 ---_ _-' S _G EXISTING RE PATH - - - - _ 3 G- \ - _ - --.- -. I-- \ h \ \ •� I ._ ._ _._. _._. _. _._._._._. - - �' D - - - - - - �' ` ._._._. _._ _._. D- Here I _ ' GRAPHIC SCAM AUG., 2006 1 20' rssr 1 tl�-h _. - - ____--- e ao tL o r+. PRo06192 C-4 } E • I e NEW 15- HDPE W/FES- G6.D INV.-33 / EX. CB /RIMS 339.22 I6.3 �336.it ��'_ABINE S 1 I 7t c // „KIN / - STRUC77llJJIYE I CB ST PBAROTEDTIDN(# - V. (15')-336.2 I 1 y-- �¢Ss _ _ � - UNE SWAE W17H yly iROi10N001}7ROL MATTING _ _ - - _- 338 _ _ _ _ _ —"" _- /III, STONE f�1EgC DAM (TYP.) -D • • •x "OF4 �J•••••:r••w:11.:f�a b i' o'+'•o'• j'• •w0� •'•'i �•r j �: R IS ✓J74 J �i'i'�i',a . ® •', rr7 •�ii t�'•� a �$ �� 1�•. �`' •�=! O!.O'•'�fCa?.�rso,-'-'=O'-=�1:.�"ias.�ei.�a'n�.•.�5;3�:.:o'�.:qt;:. .....`.er..ra..•-• « t� :a FROM I \ I\ I I I I I1 SITE ENGINEER: I 1 11 1 1 IT INV.-334.89 1 1 11 f- EX. CB III 1 I RIM=338.27 /37 1 I I I RIM .- CIVIL ENGINEERING ASSOCIATES, INC. I I I I.— IN= P.O. BOX 485 SHELBURNE, VE 05o 1 I I I INV. OUT- -All 4pF VBR •., ACL II R IIII DSM ' 1 IIII rsTlPl zi ,u,, IIII IIII DSM \ + I I 1 I OWNER: I \ IIII I \ IIII 9TABLIZED CONSTRUCTION ? SUMMER ICE I I IENTRANCE „ ; ; II II G5.7 e JOINT VENTURE ENT R IIII I I11 I III II11 nPPl,n-,,NT: GREENFIELD �I CAPITAL, LLC I I VD IEX. SMH JA PROJECT: I RIM-339.3 I I I I INV. IN.331.'O I I I I INV. IN=331.3 INV. OUT=33U.9 1 1 1 1 I I 1 I I I 1 n 1 � 1 I 1 I 1 I \ I \ I \ I I \ I I \\I jtASS LINED SWALE ) 5 8 � 12' PVC INV. 335.74 EX. CB p37A RIM=338,57 INV. IN=335 INV. Ol I O I � CL ALE NITH CONTROL MA77WG III IIII IIII 1 1 1 I I I11 / I -HAY MULCH ALL \ III DISTURBED AREAS C5.7 1 I I I - I I I I I111 III I IIII T IEI{ CHECK DAM 8 )1 C5.8 1' IIII I Iill I IIII SILT FENCE d:28 I�AI HAS BEEN C5.6 I I IIII I IIII I IIII I I111 i IIII I 1 _I1_II _---------' --- --- — \----------- ___ - e ---- --- / / I I 4x4 CONC. M1014, REC. PAELETH / / / 3 ELEV.=339.51 - - - - - - - ` D �♦ lm O 3<z MEADOWLAND DRIVE , LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT LEGEND: X x SILT FENCE CS INLET PROTECTION ® STONE CHECK DAM EROSION CONTROL MATTING —1-1Nev "N -40] M91 RENRD SI, 6AANN, OM —GE • .MKS -n-0. Msw RCWSFD Udw Ioanoxs OVERALL EROSION CONTROL PLAN - - - - - - - -�--.-._GRAP-xC-SC= AUG., 2006 IN FEET) 11A.M I Inch . 20 It — 1' . 20' 06192 C-5.0 So I PHASE (APRIL 16, 2007) % - INSTALL SILT FENCE Ja- , / , \ \ I I \ 1 INSTALL CONSTRUCTION � 1 / / 1 1 LIMITS FENCING I•t' / / 1 1 1 I 1 / INSTfU. SILT FENCE _-________ °S ' — — — i EIIIe1�ND xeC PAM —.— _ — _ _ —.——._. ---------- TOM EAST RANGE BOLT ELEV.345.19 EROSION CONTROL MEASURES INCLUDING CONSTRICTION LIMITS AND SILT FENCE ARE TO BE INSTALLED DURING PHASE I, IOR TO NEW EARTH DISTURBANCE AND GROUND FREEZING. WINTER CONSTRUCTION LIMITS ARE TO BEM �ED BY FENCING AT THE BEGINNING OF THIS PHASE OF WORK. SILT FE E IS TO BE INSTALLED PRIOR TO NEW EARTH DISTURBANCE AND MAINTAIN THROUGHOUT THE CONSTRUCTION PERIOD. DISTURBANCE BEYO THE WINTER LIMITS IS PROHIBITED THROUGHOUT THE WINTER CON UCT10N PERIOD. SNOW MANAGEMENT I/ SNOW STORAGE IS TO BE LOCATED DOWNtLOPE OF ALL DISTURBED AREAS AND OUT OF STORMWA/TER TREATMENT STRUCTURES. DRAINAGE STRUCTURES LL BE KEPT OPEN AND FREE OF SNOW AND ICE DAMS. ' 1 T 1 11 1111 111 1 11 1 11 1 11 1 II 1 I I LEIEV33. 1 i � PHASE II (MAY 1, 2007) i I III' I I I II I. � 1C NeR /,xuf3.iP x: i-rpe�n�l I� C6.0 _ / `.�; N solo `c7 _\ �J / / / / i�—� � — �` —.� �\ __ �— J } ■TALL � 1 FENCE 7 C5.CONSTRUCn C5.6 1 1 ENTRANCE \ \ \ �\ .•, `y M .CAI;; I } INSTALL ACCESS FIRST P � I \ PRIOR TO e cn INSTALL INTERCEPTOR \ SWALE WITH\.EROSION CONTROL MATTING CHANNEL BOTTOM \ \ '`.: e:%'�"":°.: "P`•.'�.;:'''1 1 CQ�STRUCTION LIM TS FENCING \\ ALL I C5.� \\ 7 k MULCH FURUED \\\I DII ARES I .$$ I 11 1 �II 1 ;1 ,/ NST&LL--001 1 \ 8 STONE f / AS,'"7EMPOR, 1&5 LINED SW „ SEk SITE ENGINEER: I I C I I I 1 1 CIVIL E14GIHEEKING ASSOCIATES. INC, ( I P.O. BOX 485 SHELBURNE, VT 05482 I IT em-Pesaaaa ru.eoaaesaan w.o- w»w.�..-K� 11 111 —WND� ;911 ACL ,1�0 1 IIIII DSM ,... { Iy APPR—D I1 III DSM l ?.y .rosiz re II 1 I� OWNER:r II II SUMMER ICE JOINT VENTURE I APPLICANT: GREENFIELD CAPITAL, LLC D PROJECT', I I � i LOGIC 11 I I SUPPLY 11, I INC. x' P. . -31. '•' LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON Iy VERMONT I C5.6 CkECK DAM Z // \ \ fd `----- - ---- ---------- -} T491`L.. N ! ELEV.- 9.51 s \ - - ----- _ DAn cmctrso I-oN I _ \ .- D �.-. .-Ry �-.�•'•- rPb� - D x.-06 OSY OI xAE - I l l _� A � ` / - - �J11� • � I \��- �.• TI xx-0I D4r U9,11ED 5 TBM EAST RANGE BOLT ELEV�343.19 WINTER CONSTRUCTION PERIOD THIS PHASE INCLUDES INSTALLATION OF THE STAB IZED CONSTRUCTION ENTRANCE, STORMWATER DIVERSION SWALE. STABILIZED LAYD AREA, CATCH BASIN INLET PROTECTION, STONE CHECK DAMS, SEWER SERVIC ,AND BUILDING FOUNDATION EXCAVATION. I BEST MANAGEMENT PRACTICE5 I/ EROSION PREVENTION AND SEDIMENT CONTR MEASURES ARE TO BE INSTALLED AND GRAPHIC SCALE MAINTAINED THROUGHOUT SITE WORK. EMPH S N1LL BE ON MINIMIZING THE TIME SOILS ARE LEFT EXPOSED DURING WORK, AND PRO DING STABILIZATION AT THE END OF EACH WORKDAY. DISTURBANCE BEYOND THE VAN LIMITS IS PROHIBITED THROUGHOUT THE WINTER CONSTRUCTION PERIOD. I/ ( N+ FEET) THE STABILIZED CONSTRUCTION ENTRAN UST BE MAINTAINED THROUGHOUT ACTIVE I i��n = ao «. SITE WORK TO PROTECT AGAINST SEDIM MOVEMENT BY VEHICLE TRACKING. A LENGTH OF AT LEAST 50 FEET OF CLE STONE IS TO BE MAINTAINED AT ALL TIMES. 1 GRAPHIC SCALE ( IN FEET I i-h - so TL EPSC PHASE I + II PLAN AUG., 2006 1,A1- 30' C-5.1 PROD. — 06192 SITE ENGINEER: Erosion Prevention and Sediment Control Proaram 8. Using stone check dams, silt fences, sediment ponds and basins B. Earth Excavation/Grading once the soil has begun to move. A. Mass earth placement to create the building plateau shall Owner/Contractor Responsibilities: 9. Preserving existing trees and vegetation near and within buffer commence only after all remaining EPSC measures depicted on the 1. The Owner/Contractor (0/C) is responsible for the on -going r' _ areas until after the site has been stabilized. plans are installed. maintenance of all lot specific erosion prevention and sediment control - r'� Construction Stormwater Discharge 10. Controlling dust by providing parking lots with prepared surfaces, B. Surface water diversion BMP's shall employed at the high point of devices and practices. Any subcontractor conducting earth The development of a new commercial building Is to be permitted under limiting traffic in all possible ways, planting stockpiles with cover the site until the new drainage swore/hollow is Installed. tC. he disturbance activities on the project site shall review the EPSC plan the State of Vermont General Permit 3-9020 for Discharges of crops or protective blankets, using water trucks, refraining from The Contractor shall Install berms across drainage collection areas and General Permit and shall complete an application and fife with the Stormwater from Construction Sites issued for this project. cultivating and smoothing seedbeds until Immediately prior to seeding. as a means of reducing velocities and settling suspended soil material. State a request for Co-Permittes status. rIYIL 11. Construct the stormwater detention basin first and use It as a - ENGINEERING ASSOCIATES, INC, Parties associated with the issuance and implementation of the sediment basin during construction as an additional tool In protecting D. Prior to any forecasted storm events, the Contractor shall prepare 2. Periodic inspections shall be performed in accordance with the PO. cox 485 SHELBURNE, Vr 05482 requirements set forth in the Individual Permit and the details within this the water quality of the surrounding streams. stormwater Interceptors across exposed elopes with tuna in excess of above schedule ensure that the erosion and sediment control 2.aB52-1 Far. Bm->feo-2vr - »»...1. 1-1 document include: 12. Water pumped from sediment basins will be required to be filtered D D °q 100'. The stormwater interceptor swots shall be cut into the earth n measures are functioning as required. In addition to the standard and then polished prior to discharge to waters of the State. generally along the contour of the land with channel slopes not to periodic inspections, Inspections all of the sate systems shell be DRAxN . Of VIRr••,, IrO -State of Vermont Department of Environmental Conservation, Water s ter leave the exceed Runoff shall diverted to vegetated buffers and then conducted after a rain event causing stormwater to leave the site. Quality Division (State) Field Protocol -Areas special concern will be reviewed with the ce s to surface water receptors such as sediment ponds. Any problems noted during these inspections shall be corrected Ae a State of Vermont Environmental Commission (Act 250) On -Site Plan Coordinator (OSPC) a Contractor prior to Initiating site clearing activities. These areas will be continual) reviewed b the Contractor and the OSPC and anyimmediately. Y Y E. The Contractor shall also limit the soil disturbance and seeding QCL cxec¢¢n --1'iq,gois,J -y' �:^-'�,✓. Independent Engineer (IE) Issues will be identified in the duly or weekly reports. All reports application cacao to between April 16th and September 15th. 3. Once construction has commenced, the 0/C is responsible for the -Site Owner (Owner) shall be distributed via e-mail to all parties in support of the efforts maintenance of erosion and sediment control measures protecting DSM � -Site Erosion Prevention and Sediment Control Plan Plan Designer (EPSC address areas of concern in a timely manner. F. All exposed ears areas (not including structural fill soils nearby stormwater collection systems and water courses. It Is critical APPreOv¢D o.„. �, iB;,-�,; Designer) Beat Management Practices - BMP's -Examples include, but are not stabilized stone areas) shall be protected prior to any forecasted roan that sediment not be allowed to invade the receiving waters. 9 DSM Owner's Builder/Contractor (Contractor) limited to: sediment fence, erosion control matting, seed, and mulch event with mulch or erosion control matting. Pin matting with wire 4. The temporary construction entrance provides a place for parking OWNER: In accordance with the State of Vermont Erosion Prevention design staples In accordance with the manufacturers recommendations to vehicles off-street and a spot where material can be off-loaded. This permit has the goal of minimizing discharges of sediment -laden documents. water from the site by implementing appropriate best management ensure full bonding with soil surface. G. Install stone check dams in grass -lined swales 50 feet on center The intent of the requirement Is to provide a stable surface for parking vehicles where mud and debris is not likely to be tracked onto practices (BMP's) during the development of each lot. Installation Sequencina to prevent slit from washing Into the drainage system during the street. Proper maintenance of the area is required until such SUMMER ICE The Contractor will be responsible for ensuring compliance with al 1. Construction Staking construction. Check dams are to be removed when vegetation is time as a permanent driveway can be put Into place. construction stormwater permit conditions within the entire project A. The building area and parking area locations and construction established. 5. During the entire construction the 0/C is responsible for JOINT VENTURE construction area. limits are to be staked in the field by the Owner's Licensed Surveyor. 9. Temporary Construction Entrance -Required for entrance and process, ensuring that mud, dirt, rocks, and other debris are not allowed to This permit covers all earth disturbance activities to be undertaken B. The remaining clearing and site disturbance limits shall be reviewed by the Environmental Specialist prior to Initiating any clearing. The egress points from the site. erode or be tracked onto the street system b construction vehicles. Y APPMANL between the period of April 16th Grid October tat and shall be submitted Environmental Specialist shall designate specimen trees and critical 10. Planting Preparation, Seed, Sod Mulch, Germination, Maintenance Should any mud or other debris find its way to the rood system, the O/C shall take Immediate steps to have it removed. to the State of Vermont Water Quality Division 30 days prior to the vegetative cover aloe buffer areas that are to remain during the "°g g 9 A. The preparation the topsoil far planting includes final smoothing commencement of work initial phases of construction. small and removal of small stones. This work shall occur Immediately 6. Maintenance -Silt Fence GREENFIELD Earth disturbance will be required for the period between October tat and April 15th disturbance the be rein p g year. Requirements for construction 2. Clearing -The clearing limits shall be demarcated in the field g prior to seeding/sodding so as to avoid exposure to erosion damage and to reduce the amount of dual generated as part of this process. A. Inspect sediment fences dal) to ensure that construction D Y CAPITAL LLC activityduring the winter period are included In this narrative. This Is a 9 D with continuous flogging. Construction fencingshall be installed along g9 g' 9 the Planting is to occur immediately after the topsoil preparation with activities have not Impacted their operability and after each rainfall J request for winter construction approval. The EPSC shall make edges of any stream or wetland buffer areas adjacent to or h the lot. Prior to an timber being harvested and removed from the Y 9 s special caution being given to upcoming storm events that may p 9 q D 9 Y the seed/sod. event causing runoff from the site. depending such modifications as recommended by the OSPC depending on the alto, a construction entrance ad shall be installed Gt the entrance D C. The C. The planted areas shall be water regularly to protect the new B. Should the erne i the sediment fence calla pee, tear, decompose.place or become ineffective, re PItOJ PrI. status of completion of construction. Any revisions shall be submitted 30 daysprior to the proposed winter activity for review and a p p approval to: point to the project site. Chipping of brooches and other wood D DD 9 Y plants but not over watered so as to cause excess runoff and promptly. C.R Remove the sediment necessary to provide adequatent p y l e material is allowed but the material must be disposed of in an erosion. storage t rain a storage volume for the nett Hain event and to reduce pressure n the Matt DeWolfe approved manner. D. All ditches that are not stone -lined shall be topsoiled, sodded and 9 9 9 fence. Take care to avoid damaging or undermining the fence during/'+ De Department of Environmental Conservation 3. Inlet Protection -Ensure that BMP's are In place and functioning fertilized. Any area which shows signs of erosion shall be resodded or reseeded (as applicable) immediately and maintained until dean -out. D. LOGIC Water QualityDivision 10 North Building at catch basins, drainage swales, culvert inlets, and other areas as permanent vegetation is established. of p g If the utilities are installed after BMP's have been put Into place, the permit holder is responsible toil control of erosion and sediment SUPPLY 103 South Main Street shown on the EPSC site plan. D E. Maintenance: during the construction process and for ensuring that all BMP devices Waterbury, Vermont 05671-0408 4. Protection of Adjacent Sites- Install BMP's olong the common lot 1. All erosion control measures shall be Inspected weekly and repaired replaced are re -installed per the original design. INC. line of adjacent sites. This would include construction fencing to help and/or os needed. 2. All erosion control measures shall be inspected after periods of On -Site Plan Coordinator Inspections The request shall include a site plan which will need to depict the avoid unintentional encroachment onto the adjacent property and silt heavy rain. 1. The OSPC will normally Inspect erosion prevention and sediment proposed work oreos, description of the proposed activity, why it needs fence when the adjacent lot is downgradient of the construction site. 3. The stabilized road entrance shall be to dressed with additional D control measures In conjunction with routine inspections. Inspections Ju p p LOT 10 to be done this time of year, the area of disturbance, and the means 5. Protection of Construction Site - Prior to Initiating earthwork on stone should the existing stone become clogged with sediment. will ensure that proper placement and Installation of the erosion MEADOWLAND BUSINESS PARK of satisfactorily stabilizing the site through the winter In preparation for the lot, surface runoff from arena upgradient portions of the 4. Ho or straw mulch is sub y subject to wind action. Mulch, where prevention and sediment control measures are in place. SOUTH BURLINGTON Spring runoff. construction site shall be diverted from the proposed areas of permitted) may require anchoring as the weather conditions warrant. 2. The first inspection will occur prior to clearing of the site to VERMONT Groundwater Dewaterfna disturbance using diversion swales, structures, sand bogs, curbing, or other approved method. ex Protect steep es from surface slopes 11. Surface Stabilization - The following stabilization methods are g ensure that ro er BMP's are in lace, Includin proper p g proper demarcation If dewatering of trenches, pits or other excavations is required during pp runoff collecting runoff of the top of the elope and diverting It required: of the clearing limits, installation of construction fencing along the construction, the groundwater will be pumped to a suitable settling st into G stabilized conveyance, such as a slope drain or stabilized swats. s A. Temporary stabilization -Straw mulch (during the earliest an stream/wetland buffer limits, and any other devices required to facility approved by the engineer and the VT DEC. phases of the project) or erosion control matting placement is protect the receiving waters from sediment deposition during the 6. Grubbing required on all non -contained disturbed areas prior to forcosted rain clearing phase. Inspection Program A. Grubbing shall occur only offer the erosion control measures events. around the downgradient perimeter of the site has been established. B. Prior to any forecasted storm events, the Contractor shall 3. Prior to Initiating grubbing and moss earth excavation, the OSPC The inspection responsibilitieseolne of the Contractor and the On -Site Plan DThose locations shill be reviewed with the Environmental Specialist and Prepare stormwater Interceptors across exposed slopes with runs in shall inspect the site to ensure that the construction fencing, silt Coordinator (OSC) are outlined in the chart below: ( Independent Engineer. Existing topsoil shall be retained and stockpiled excess of 100'. The stormwater interceptor swale shall be cut into fence, construction entrance, and other required BMP's are In place. on site for re -use. the earth generally along the contour of the land with channel slopes Feature Daily Weekly After Rain Evert B. The Contractor shall remove all remaining woody material and tree not to exceed 27. Runoff shall be diverted to vegetated buffers. 4. The OSPC will conduct weekly Inspections and will prepare weekly Storm Sewer Inlets C C. OSPC stumps and dispose of them utilizing one or more of the following C. Install stone check dams in drainage swales 50 feet on a center reports which are to remain on -site until final stabilization is Silt Fence C C, OSPC methods: to prevent silt from washing Into the drainage system during acheived. Check Dams C C, OSPC I. Burning, provided that permits are acquired from the State of construction. Check dams shall be removed when vegetation Is Construction Fencing C, IE C. OSPC Vermont Solid Waste Management Division and the City of South established. Construction Entrance C, IE C. OSPC Burlington. 9 D. Contrd dust through the application of water. The exact Winter Construction Period: Stabilized Areas C. IE C. OSPC ii. Disposal on site within designated slope disposal areas only after number of applications and amount shall be based upon field and Report C OSPC an Insignificant waste Disposal Permit is acquired. At these sites the weather conditions. It shall be spread In such manner and by such following standards shall be met devices that uniform distribution is attained over the entire area on The winter constructon period begins October 15th and extends until C - Site Contractor Inspection and Repair OSPC - On -Site a. 3' separation to the seasonal high groundwater table. which it Is ordered placed. May 1st. Any soil disturbance within this period is subject to special Coordinator, b. 100' separation to surface waters. E. Install crushed stone apron of at least 15' width around the restrictions. c. Thorough mixing of soil and woody material to minimize future perimeter of the building following backfill of the foundation walls. settlement. F. Install temporary (sacrificial) crushed stone on all access ways Erosion control measures such as slit fence and limits of disturbance The project area comprises the following soils as mapped by d. Covering with a minimum of four (4) feet of cover material. and loydown areas. These areas will be covered later with the are to be Installed prior to earth disturbance and ground freezing. the Sol Conservation Service. theG 7L of di. Chipping with on -site disposal in accordance with Item 5 or roodwa akin lot base materials or with topsoil. 9lu Involved Erodabiit disposal off -site in accordance with State requirements. erm G. Permanent Stabilization -Required of all surfaces at the - Winter Stabilization: Soil Groug Slooes Area Factor iv. Disposal at a certified landfill facility. completion of construction. The Contractor will install 3" topsoil, sod, $ymbo VeB Vergennes Clay 2 to 6% 100% 0.49 C. All grubbing of woody materials shall be completed to a depth of seed (where permitted), fertilize, lime, and mulch (seeded areas) the To insure cover of disturbed soil in advance of a melt event, areas of at least 12". disturbed areas as soon as possible following completion of disturbed soil must be stabilized at the end of each work day, with D. The Contractor shall remove all medium to large stones and construction. the following exceptions: High Risk Areas and Areas of Special Attention Areas of high risk are boulders present within the limits of disturbance Including future H. No disturbed earth in any one location is to be left for more generally associated with the disturbance of the upper profile of the drainage and infrastructure Improvements. than 14 days without temporary or permanent stabilization by one of 1. If no precipitation within 24 hours is forecast and work will native soils in association with the Initial clearing and mass earth i. The larger boulders shall be saved for use in retaining walls. the methods described above. resume in the some disturbed area within 24 hours, daily stabilization excavation activities. ii. The smaller stones may be buried in predetermined disposal sites. is not necessary. Work upgradient of existing wetlands, small stream, stormwater collection 7. Soil Stockpiles 1. Use rapidly germinating cover crops prior to seeding when the 2. Disturbed areas that collect and retain runoff, such as house basins and drain lines requires special attention due to the potential A. The Contractor shall strip and stockpile as much as possible of ground would otherwise be bare. foundations or open utility trenches, require stabilization at the end discharge of sediment -laden water directly to the receiving waters. the native topsoil for re -use during a later stage of the project. 2. Include rapidly germinating grasses In the seed mixtures when of each work week. B. Each topsoil stockpile shall be placed in locations respective of they will not compromise the integrity of the final product. EROSION AND SEDIMENT CONTROL STRATEGY- The following techniques existing environmental features of the site. Special consideration shall 3. Utilize hydroseeding with mulch when feasible. Snow or ice to to be removed to less than 1" thickness prior to DArt are anticipated to be utilized as part of the erosion and sediment be made to maximize the distance (minimum 100') to the nearest 4. Use sod where the ovulable growing season is limited or where stabilization. cx¢cxeo REVISION iD-2r-ce Da. m asx control program. The timing and use of each of the techniques Is water course. it is called out for on the plans. further defined within the Construction Phasing of the project. C. Each topsoil pile shall be surrounded on the downgradient side by Permanent erosion control measures also Include the paved/gravel Mulch must be anchored by tracking, netting, or other methods prior 1. Use rapidly germinating cover crops prior to seeding when the ground a row of silt fence. D. Any topsoil pile which is to remain in place for greater than 15 surfaces of the driveways and walkways. Culvert stone fill outfolls and grass swales along each side of the private driveway will control to any forecast rain or melt events. During the winter construction period, double the standard rote of mulch will be required. would otherwise be bare. days shall be temporarily seeded with winter rye to preserve the erosion and provide treatment and absorption of water. 2. Include rapidly germinating grasses In the seed mixtures when they integrity and minimize the erosion of the soil constituents and release Inspections: EPSC will not compromise the integrity of the final product. of soluble nutrients. 3. Utilize hydroseeding with mulch when feasible. E. The Contractor shall locate stockpiles on the uphill side of the disturbed if During Daily Inspections by the on -site coordinator (OSC) are required during 4. Utilize erosion control netting or blankets, with or without seed contained in them on slopes greater than 3:1. areas, possible. windy conditions, stockpiled material shall be covered or watered appropriately to prevent wind periods of active construction, throughout the winter period. Requests 5. Utilizing stabilization materials or sodding areas where runoff is - erosion. to change the OSC must be made in writing to the Water Quality NARRATIVE rapid or concentrated. Division of the Vermont Department of Environmental Conservation. 6. Limiting traffic in the vicinity of streams and wetlands and installing as few temporary crossings as possible. Inspection is required within 24 hours of any rain or melt event 7. Installing water bars (swale/berms) on slopes to and channels before producing measurable discharge from the site (regardless of whether It gains sufficient volume and momentum to cause scouring. construction is actively underway). DATE AUG., 2006 N,lxtrvc n�'NBER AS SHOWN C-5.4 PROJ. NO. 06192 SECTION 02150 - EROSION CONTROL PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. The work under this section Includes but Is not limited to providing all lobo', equipment and materials for the installation of all required site related erosion control measures. If not otherwise directed on the plans, erosion control shall be In strict conformity with the latest revision of the "Vermont Handbook for Soil Erosion and Sediment Control on Construction Sites'. B. Related sections: i. Section 02210 - Site Earthwork 2. Section 02936 - Permanent Seeding 1.02 GENERAL NOTES A. The discharge of sediment laden water from the project site is prohibited. All discharged water from dewatering operations shall discharge into a temporary sedimentation basin. B. Contractor shall install all erosion control measures as depicted on plans and details or as recommended by the Vermont Agency of Natural Resources, or Soil Conservation Service, prior to any construction. Contractor shall also be responsible for inspecting and maintaining oil erosion control measures until project is completed. C. Contractor shall also limit the soil disturbance and seeding application dates to between Illy let and October 15th. If soil disturbance occurs later than October 15th and prior to May let, winter erosion control measures will be necessary. Contractor shall consult with the Engineer for additional site specific winter erosion control measures. D. All stockpile material (topsoil, borrow, etc.) will hove a hay bale dike or silt fence constructed around the perimeter. Seed and mulch stockpiled material on as soas possible to prevent soil erosion and sedimentation off site. Locate stockpiles on the uphill side of the disturbed areas, if possible. During windy conditions, stockpiled material shall be covered or watered appropriately to prevent wind erosion. E. Slopes greater than 1:3 shall hove erosion control netting installed to stabilize the slope and reduce the erosion potential. Install netting over mulched slopes so that oil ports are in contract with the soil and mulch. Pin netting with wire staples 3' o.c. to ensure full bonding with soil surface. F. Control dust through the application of calcium chloride or water. An average application of one pound of calcium chloride per square yard of exposed area should be considered for each treatment. The exact number of applications and amount of dust controller shall be based upon field and weather conditions. It shall be spread In such manner and by such devices that uniform distribution is attained over the entire area on which it is ordered placed. PART 2 - PRODUCTS 2.01 EROSION CONTROL NETTING A. Jute netting shall consist of undyed and unbleached yarn woven Into D uniform open plain weave mesh. 2.02 EROSION CONTROL MATTING A. Where required on the plans or where directed by the Engineer, erosion control blankets (matting) shall be North American Green C1259N for swales, and SC150BN for slope stabilization, or approved equal, for all areas for permanent installation, and C125 and SC150 where matting is being used as temporary protection of disturbed soils until a final surface stabilization method is employed. 2.03 FILTER FABRIC A. When filter fabric is required, it shall conform to the requirements of Mirafi 500X or approved equivalent. 2.04 CALCIUM CHLORIDE A. Calcium chloride shall conform to the requirements of AASHTO M 144. Either regular flake calcium chloride. Type 1 or concentrated flake, pellet or other granular calcium chloride. Type 2, may be used. 2.05 WATER A. All water used shall be clean and free of harmful amounts of oil, salt, acids, alkalies, sugar, organic matter and other substances injurious to the finished product, plant life or the establishment of vegetation. 2.06 SEDIMENT WATTLES A. Sediment wattles shall be King Fibre Corporation silt trapper sediment wattles or approved equal. 2.07 POLYACRUMIDE A. Polyacrumide (polymer) logs (blocks) shall be Applied Polymer Systems, Inc. floc log or approved equal. The type of floc log used shall be based upon a site specific testing of the native soils. 2.08 STONE CHECK DAMS A. Stone check dams should be constructed of 2 to 3 Inch stone. Hand or mechanical placement will be necessary to achieve complete coverage of the ditch or swole and to ensure that the center of the dam Is lower than the edges. The maximum contributing drainage area from any one check dam shall not exceed two acres. See the detail drawing located at the bock of this section for the proper installation of stone check dams. PART 3 - EXECUTION 3.01 HAY BALE CHECK DAM AND INLET PROTECTION A. Hay bales shall not be used to construct check dams or as a means of inlet protection. 3.02 SILT FENCES A. The silt fences shall be constructed in accordance with the construction detail. The fence shall generally be placed 10 feet from the toe of the slope or as shown on the plans. The ends of the fence shall be placed uphill to forth a horseshoe shape to trop all runoff. B. The silt fences shall be inspected periodically for damage or build-up of sediments. All damaged fences shall be repaired or replaced. Sediment deposits shall be removed from the fence as they build up and be placed in an area where there is no danger of further erosion. 3.03 EROSION MATTING A. Erosion matting shall be placed on all grass -lined ditches with profile grades exceeding 5.0% and oil other areas tolled out on the plans, and shall be placed and maintained in accordance with the Vermont Agency of Transportation Standard Specifications Sections 654 and 755.07. 3.04 RESTORATION A. As soon as construction is completed in a given area, it shall be topsoiled, seeded, fertilized and mulched as specified in Section 02936 - Permanent Seeding. 3.05 STABILIZED ROAD ENTRANCE A. A stabilized pad of crushed stone located at any point where traffic will be entering or leaving the construction site to or from a public right-of-way or street or as shown on the drawings shall be constructed for the purpose of preventing the tracking of sediment onto public rights -of -way. B. Design Criteria: 1. Use 1.5 to 2.5 inch stone. 2. Use 8 Inch layer of stone. 3. Stone pad shall be full width of entrance. 4. Minimum length shall be 50 feet. 3.06 GRASS -LINED DITCHES A. All ditches that are not stone -lined shall be topsolled, seeded, fertilized and mulched. Any area which shows signs of erosion shall be reseeded Immediately and maintained until permanent vegetation Is established. 3.07 MAINTENANCE A. All erosion control measures shall be Inspected daily and repaired and/or replaced as needed. B. All erosion control measures shall be inspected after periods of heavy roin. C. The stabilized road entrance shall be top dressed with additional stone should the existing stone become clogged with sediment. D. Hay or straw mulch is subject to wind action. Mulch may require anchoring as the weather conditions warrant. 3.08 STONE CHECK DAMS A. The drainage area of the ditch or swole being protected should not exceed 10 acres. B. The drainage area to any check dam shall not exceed 2 acres. C. The maximum height of the check dam should be 2 feet. The center of the check dam must be at least 6 incheslower than the outer edges. The maximum spacing between the dams should be such that the toe of the upstream dam Is at the some elevation as the top of the downstream dam. 0. Check dams should be installed before runoff is directed to the swale or drainage ditch. 3.09 DEWATERING METHODS A. All dewatering methods associated with this project are to be approved by the VT DEC and the engineer prior to use. END OF SECTION 02150 SECTION 02936 - PERMANENT SEEDING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Furnishing all labor, materials, and equipment to complete oil seeding work as shown on the drawings and specified herein. 2. Except where otherwise shown or specified, the Contractor shall seed all areas where new contours ore shown on the drawings and all areas where existing ground cover has been disturbed by the Contractor's operations. B. All work and materials of this Section shall conform to the applicable requirements of the VAOT Standard Specifications, Division 600, 1.02 SUBMITTALS A. Provide the following for approval prior to delivery to the site: 1. Supplier's Certificate of Compliance attesting that lime, fertilizer and seed meet the requirements specified. 2. The Contractor shall provide representative topsoil samples for testing and approval, deliver samples to a public extension service agency testing laboratory, have testing report sent directly to the Landscape Architect and pay all costs. Testing shall report on mechanical and chemical (pH soluble salts) analysis. Report shall be submitted at least one month before any looming is to be done. 1.03 SEEDING SEASONS A. Seeding and initial fertilizing shall be done between April 1 and June 1, between August 15 and October 15, or as permitted. Seeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untlllable. If seeding is done during July or August, additional mulch material may be required by the Engineer. PART 2 - PRODUCTS 2.01 LIME A. Lime shall be standard, ground dolomite limestone, agricultural grade, containing a minimum of 95% of calcium and magnesium carbonates. 100% shall pass the 10 mesh sieve: minimum 90% shall pass the 20 mesh sieve; minimum 40X shall pass the 100 mesh stove. 2.02 FERTILIZER A. Fertilizer shall be commerciol grade granular fertilizer as required for soil conditions as specified In Section 643 of the VAOT Standard Specifications. The fertilizer shall be delivered to the project in new, clean, sealed containers which bear a label fully describing the contents, the chemical analysis of each nutrient, the fertilizer grade, the net bulk, the brand and the name and address of the manufacturer. The fertilizer and labels shall conform to all existing State and Federal regulations, and shall meet the standards of the Association of Official Agrcultural Chemists. 2.03 GRASS SEED A. Provide fresh, clean, new -crop seed of the grass species, proportions and minimum percentages of purity, germination and maximum percentoge of weed seed as follows: 1. Pork seed shall normally be used on loam areas. This seed mixture shall conform to the fallowing table: Minimum Minimum Kind of Seed Purity Germinafon 6s/A Creeping Red Fescue 96% 85% 40 Perennial Ryegrass 98% 90% 50 Kentucky Bluegrass 97% 85% 25 Redtop 95% 80% 5 TOTAL = 120 2. Slope seed shall normally be used for all slope work, usually 3:1 or steeper and shall conform to the following table: Minimum Minimum Kind of Seed Purity MM1II1 t' I ha/A Creeping Red Fescue 96% 857. 35 Perennial Ryegross 98% 907. 30 Redtop 95% 80% 5 Abike Clover 97% 90% 5 B?,dsfoot Trefoil 98% 80% 5 TOTAL - 80 3. Shade seed shall normally be used in shaded areas in or along the edge of wooded areas. This seed mixture shall conform to the following table: Minimum Minimum Kind of Seed Purity Gemination Lb,/Arre Creeping Red Fescue 95% 80% 30 Tall Fescue 96% 80% 20 Crownvetch 95% 80% 30 TOTAL - 80 B. The seed mixture shall be delivered In new, clean, sealed containers. Labels and can, shall conform to all State and Federal regulations. Seed shall be subject to the testing provisions of the Association of Official Seed Analysts. C. Seed that has become wet, moldy, or otherwise damaged will be rejected. 2.04 MULCH A. Mulch must be installed on oil seeded areas. The following mulches are acceptable for use. 1. Hay mulch free of weeds and coarse matter at a rate of 90 pounds per 1.000 square feet. 2. Wood fiber applied in a slurry (1/6" or longer) at a rate of 40 pounds per 1,000 square feet. 2.05 WATER A. All water used shall be obtained from fresh water sources and shall be free from injurious chemical and other toxic substances hormful to plant life. No water which is brackish will be permitted at any time. The Contractor shall identify to the Engineer all sources of water at least two weeks prior to use. The Engineer, at his discretion, may take samples of the water at the source or from the tank at any time and have o laboratory test the samples for chemical and saline content. The Contractor shall not use any water from any source which is disapproved by the Engineer following such tests. PART 3 - EXECUTION 3.01 PREPARATION A. Examine finish surfaces and grades. Do not start seeding work until unsatisfactory conditions are corrected. Perform seeding work only after planting and other work otfecting ground surface has been completed. B. Notify Landscape Architect of least seven (7) working days prior to starting seeding C. Prepare areas immediately prior to seeding as follows: 1. Loosen soil of seed areas to a minimum depth of 4". 2. Remove stones over 1" in any diameter and sticks, roots, rubbish and extraneous matter. 3. Remove existing weeds and grasses by pulling or tilling under. 4. Grade or as to be seeded to a smooth, free draining even surface with a loose, moderately coarse texture. 5. Remove ridges and fill depressions as required to drain. 6. Restore prepared areas if eroded or disturbed prior to seeding. 3.02 SEEDING CONDITIONS A. Seeding shall not be done when the ground Is frozen, snow covered, muddy, or in any other unsatisfactory condition for planting. No seeding operations shall be conducted under adverse weather conditions or when soil moisture conditions are unfavorable (too wet or too dry) or when winds exceed 5 MPH. B. Construction methods shall be those established as agronomically acceptable and feasible. The Contractor shall keep all equipment and vehicular and pedestrian traffic off areas that have been seeded to prevent excessive compaction and damage to young plants. Where such compaction has occurred, the Contractor shall rework the soil to make a suitable seed bed; then reseed and mulch such areas with the full amounts of the specified materials, at no extra expense to the Owner. C. Surface and seepage water should be drained or diverted from the site to prevent drowning or winter killing of the plants. D. All areas and parts of areas which fall to show a uniform stand of grass for any reason whatsoever shall be reseeded, and such areas and parts of areas shall be seeded repeatedly until all areas are covered with a satisfactory growth of grass. E. Watering Is considered a necessary element for establishment and survival. F. Where ryegross has been planted for temporary erosion control and has not been eliminated prior to the completion of the work, such areas shall be dlsced at least 3 inches deep and seeded to permanent grasses to prevent the ryegrass from reseeding and becoming competitive with and retarding development of the permanent cover. 3.02 SEEDING A. Lime and fertilizer should be applied prior to or at the time of seeding and incorporated Into the soil. Kinds and amounts of lime and fertilizer should be based on an evoluollon of soil tests. When a soil test Is not available, the following minimum amounts should be applied: Agricultural limestone, 2 tons per acre or 100 Ibs. per 1.000 square feet. Nitrogen (N), 50 Ibs. per acre or 1.1 Ibs. per 1,000 square feet. Phosphate (P205), 100 Ibs. per acre or 2.2 lbs. per 1,000 square feet. Potash (K20), 100 lbs. per acre or 2.2 lbs. per 1,000 square feet. (Note: This is the equivalent of 500 lbs. per acre of 10-20-20 fertilizer or 1,000 lbs. per acre 5-10-10). B. Seed should be spread uniformly by the method most appropriate for the site. Methods Include broadcasting and hydroseeding as follows: 1. Broadcasting: Sow seed using mechanical spreader at a rote of 4 lbs./1,000 square feet. Distribute seed evenly over entire area by sowing equal quantity in tow directions at right angles to each other. Rake seed lightly into top 1/8" of topsoil, roll lightly and water with a fine spray. 2. Hydraseacing; Mix specified seed, fertilize and pulverize mulch in water, using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended into homogenous slurry suitable for hydraulic application. Apply slurry uniformly to all areas to be seeded. Rote of application as required to obtain specified seed sowing rate. 3.03 MULCHING A. Mulch materials shall be spread uniformly by hand or machine at a rate of two 50 lb. bales per 1,000 square feet. B. Orgonic Mulch Anchoring - Straw or hay mulch must be anchored immediately after spreading to prevent wind blowing. 3.04 MAINTENANCE A. The maintenance period shall begin immediately after seeding and shall continue until acceptance. B. All mulches must be inspected periodically. In particular after rainstorms, to check for rill erosion. Where erosion is observed, additional mulch shall be applied. Net should be Inspected after rainstorms for dislocation or failure. If washouts or breakage occur, reinstall net as necessary after repairing damage to the slope. Inspections should take place Until grosses ore firmly established. Grosses shall not be considered established until a ground cover is achieved which is mature enough to control soil erosion and to survive severe weather conditions. Where mulch is used in conjunction with ornamental plantings, inspect periodically throughout the year to determine if mulch is maintaining coverage of the soil surface; repair as needed. C. Seeding areas shall be protected and maintained by watering, reseeding, mowing, weeding, rolling, Insect or disease control measures, re -fertilizing and repair of washouts which are necessary. D. The Contractor shall maintain all seeded areas until full vegetation is established. E. All seeded areas shall be kept free from weeds and debris, such as stones, cables, baling wire, and all slopes 4:1 or less (flatter) and level turf shall be mowed in the following manner: 1. When grass reaches a height of 4-6", mow to a height of 3". 2. At least two cuttings shall be mode prior to final acceptance. F. Following mowing, all permanent seeding grass areas (mowed and unmowed) shall receive a uniform application of slow release fertilizer hydraulically placed at the rate of 10 pounds per 100 square feet. 3.05 ACCEPTANCE A. Inspection to determine acceptance of seeded areas will be made by the Landscape Architect, upon Controctor's written request. 1. Provide notification at least ten (10) working days before requested inspection date. B. Seeded areas will be acceptable provided all installation and maintenance requirements have been complied with and a healthy uniform lawn is established. C. Upon acceptance, the Owner will assume maintenance. 3.06 WARRANTY A. All seeded areas will be warranted for a period of twelve months from dote of Owner's acceptance. Should any seeded areas fail to maintain full vegetation, failed areas will be refurbished until this specification is achieved at the cost of the Contractor. END OF SECTION 02935 SITE ENGINEER: r CIYIL ENGINEERING ASSOCIATES. INC, P.O. BOX 45 SHEiBURNE, VT 05482 eaxeB6TaE9 FAIL' Bat-eBb]Y)1 Kea: www.owtwaan BRAKN ACL cxecxeo 4 DSM ai. n ern APPRBBeBDSM <. 1t OWNER: SUMMER ICE JOINT VENTURE GREENFIELD CAPITAL, LLC PROJECT: LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT BATE I G EEa Ravlsox 1.1 -a m issur EPSC SPECIFICATIONS BATE BRAKING NUMBER AUG., 2006 scALe NONE C-5.5 PRBJ. NO. 06192 POSTS 1. SET POSTS AND EXCAVATE A 4'XB' ANGLE 10' TRENCH, SET POST IWSLOPE FOR DOWNSLOPE. STABILITY AND SELF CLEANING 6 Id12" MIN. 3. ATTACH FILTER FABRIC TO ME WIRE FENCING FILTER AND EXTEND IT TO FABRIC THE TRENCH. Ir 2. STAPLE THE WIRE MESH FENCING TO WIRE POSTS (WHEN USING FENCING MESH FENCING) � I rr 4. STAPLE THE WIRE MESH FENCING TO END POSTS. (WIZEN COMPACTS USING MESH FENCING) SACKDLL 1� I SILT FENCE CONSTRUCTION DETAIL N.T.S. 6" A 6" 14.5 GA. WIRE MESH 30' HIGH AND BURIED 6' BELOW GRADE. HOOKED TO STEEL STAKES (WIRE MESH CAN BE ELIMINATED FOR FENCE 24' OR LOWER) FABRIC CUPPED OR TO MESH. TO BE 100NS OR APPROVED FENCE BOBBY 24" MIN 2P 30' 17 Nz} WToO 5' LS' • POST 1.{". WAGING 24' MEYAL PoST 10' lo' 4 . 4 WVOD to ID' 24 FILTER FABRIC TO BE CLIPPED. BACKFL ED AND TAMPED B" BELOW GRADE STEEL OR WOOD STAKES SEE CHART AT RIGHT I. NSTAL AT TTNCES AT TOES OF UNPAOTECTED SLOPES AND AS PARAl II TO CONTOURS As POSSIBLE. _W THE ENDS OF THE YENCE w "To THE SLOPE. REMOVE SEDIMENT MIEN ACWMILATED TO NA, TIE BOBBY R THE FOKF. CaiNACTCR SHALL NSTAL AT FENCES AT THE TEE Of AL FINED CR UNPBOMCTEO SLOPES CREATED DAWNG CONs1HUCTON. NOT MFCESSARAY DEFLECTED ON THE FNA. PLANS AT FENCES AE TO A MAINTAINED UNTIL COPES ARE STABMIID. 2, SENIOR WRE FENCE TD BE YASTENED AEuA Y TO o,n wN wi, TIES OR STAPLES 3 MAUI MOM TO BE FASTOCD SECURELY TO BOWN WWE FENCE WIN IS SPACED EVERY 24' AT TOP. MID %ETON. AND A B M. C WHEN TWO SECTIONS OF FIL" COBR MAKIN EAOI OTHO1, TNEY SHALL A OVERLAPPED BY 6', FOLDED AND STAPLED. z SILT FENCE DETAIL N.T.S. 1 ACRE \ . a PGRE 1 Incorrect - Do Not layout "perimeter Correct - Instoll J-hooks control" silt fences along property lines. All sediment loden runoff will concentrate and overwhelm the system. Discreet segments of silt fence, installed with J-hooks or 'smiles' will be much more effective. SILT FENCE PLACEMENT E FOR PERIMETER CONTROL N.T.S. OVERLAP 6' (/50mm) MIN/MUM EXG414A7E CALWNEL d TO DESIGN GRADE Via• AND CROSS SECTON (E E•� DESIGN DEPTH d OVERCUT CHANNEL LONGNLIDINAL 1' (50mm)) TO ALLOW / T;N ANCHOR TRENCH BULK/TUG LSUR/NG SEEDBED PREPARATION jaWrH C F•n n)FArAL /NSTALL4n0N EROS/ON CONTROLR&ENFORCE ENTU75 INTERMITTENT CHECK SLAT LONGITUDINAL ANCHOR TRENCH SH/NOLE-CAP SPL/CEO ENDS OR BEC/N NEW ROLL /N AN IN7FRMD7ENT CHECK SCOT PREPARE SO/L AND APPLY 'y SEED BEFORE INSTALL/NG '1I• BLANKETS MATS OR OTHER rT TEMPORARY CHANNEL LINER + IVI 5/572i/ � 41 + t+++++{' ++ + + NOTES F. OESIGN VELOCITIES EXCEEDING 7 FT/SEC (0.5m/sec) REOUIRE TEMPORARY BLANKETS• A/M75 OR S/MILAR LINERS TO PROTECT SEED AND SOIL UN77L WGETARON BECOMES ESTABLISHED, 2. GRASS -LINED CHANNELS WITH DESIGN VELOCIRES EXCEEDING 6 FT/SEC (7m/sl' SHOULO INCLUDE TURF REINFORCEMENT MATS GRASS —LINED CHANNEL TYPICAL INSTALLATION 1r w w EXISIINC GROUND 1 1 EROSION CONTROL MATTMiC IN TOPSOIL DITCHES w/PROFlLE GRADES EXCEEDING STAPLE AS PER MANUFACTURERS SPECIFICATIONS. %s1GRASS LINED DITCH N.T.S. D-50 DOWNSTRE43.6 4", SLNP CTURE (m/m) OF ROCK 0.35 0.10 33 MM MAXIMP5150 30 1W I NOTE: MADMUM CONTRIBUTING DRAINAGE AREA PER CHECK DAM - 2 ACRES COURSE BOOK SA II ESP � p�W�WWWWD41—&'n11 D 11171P1: =um DEPT, OF COURSEI�Ip SIDE VIEWl —T PLACE DOWNSTREAM SUDcBDBE SUCN NAT FE NT 'B• IS APPBEHOMATELY UvEL WIN NE LOWEST GROUND aLVABON OF 1NE WSTREAM STBUCIURE STONE CHECK DAM STRUCTURE N.T.S. PLACE FlLTER FABRIIC BETWEEN INLET GRATE AND FRAME CONCRETE BLOCKS PLACED AROUND CATCH BASIN WIRE SCREEN w/ 0.5" OPENINGS PLACED AROUND CONCRETE BLOCKS PLAN CONCRETE BLOCKS STACKED 1 OR 2 LAYERS HIGH PLACED AROUND CATCH BASIN MINIMUM 1"0 ROCK � � I � T MARE SCREEN PLACED AROUND AND F }�{.i II .taT•,l r w/ 0.5" OPENINGS TO THE TOP OF,i PLACED AROUND CONCRETE BLOCKS T T CONCRETE BLOCKS v a.1 i {I� ya! GROUND CROSS—SECTION AN ACCEPTABLE OPTION IS — CREATE A 2' DEEP K 4' CATCH BASIN OF BASIN BELOW THE INVERT OF THE CATCH BASIN � INLET_ PROTECTION (WITH CONC. BLOCKS) N.T.S. SITE ENGINEER: r F CIVIt ENGINEERING ASSOCIATES, INC, P.O. BOX4e5 SHELBURNE. VI 01:1 RIP-EM62R2G F BOP-PRR-PPF1 W,b. www.cee N.cwn Sf'OH OL T9A o � ACL OWNER; SUMMER ICE JOINT VENTURE GREENFIELD CAPITAL, LLC 11100.I EC I LOGIC SUPPLY INC" LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT m suE EPSC DETAILS DATE DRAWING NUMBER AUG., 2006 SCALP. AS SHOWN C-5.6 PROF. N0. 06192 1 RUNOFF RUNOFF BACK OF S/OEWALK CATCH BASIN BURLAP SACKS 70 OVERLAP ON70 CURB CURB INLET 84CK OF GRAVEL FILLED SANDBAGS STACKED 77GHTLY PLAN VIEW NOTES 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS WHERE WATER GIN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS OF EITHER BURLAP OR WOVEN 'GE07EXTILE' FABRIC, ARE FILLED WITH CRAVEL, LAYERED AND PACKED 77GHTIY. J. LEAVE A ONE SANDBAG G4P IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIML70T AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE 7TUMEZED WAY IMMEDMAEL Y. CURB & GUTTER SEDIMENT BARRIER DIWRS/ON RIDGE REOU/RED 2� TER WHERE GRADE EXCEEDS 2X OR ROADWAY ni. TER FABRIC SECTION A - A AUTE \ / STRAW 84LE3; SWD3465, SPILLWAY USE SANDBAGS STRAW BALES OR COIV771VUOUS BERM OF OR OTHER APPROVED METHODS EQUIVALENT HEIGHT TO CFANNELIIE RUNOFF TO 1 SlIfIN AS REQUIRED. SUPPLY WATER 70 WASH l WHEELS IF NECESSARY � I I tiD now MIN. ¢� COURSE AGCRECA M/H 6 • (150—) THICK 3.6m) •t e DIVERSION RIDGE 50' (15m) MIN. PLAN NOTES., 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDV77ON 7FAT NOLL PREVENT TRACKING OR FZOWNG OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS THIS MAY REQUIRE TOP DRESSING REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2 WHEN NECESSARY, WHEELS SHALL BE CLEWED PRIOR TO ENTRANCE ONTO PUBIC CLTEMPORARY J. WHEN WASHING /S REOUIRED, IT SHALL BE GRAVEL SPOTON EO�T ��S o"'-'AEDApWWW�VcRRUSHED CONSTRUCTION SEDIMENT TRAP OR SEDIMENT BASIN 'ENTRANCE/EXIT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT N.T.S. MATS/BLANKETS SHOULD 'R BE INSTALLED VERTICALLY DOWNSLOPE, i L' MIN 4" 12" � f STAPLES STAPLES ISOMETRIC VIEW � �4' . TYPICAL SLOPE SOIL STABILIZATION \ \ NOTES.• 1. SLOPE SURFACE SHALL BE FREE OF. ROCKS CLODS, STICKS AND GRASS. AMTS/ BLANKETS SHALL HAVE GOOD SOIL CONTACT. 2. APPLY PERMANENT SEEDINC BEFORE PLACING BLANKETS J. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO AAMNTAIN DIRECT COMACT WITH THE SOIL. DO NOT STRETCH. eEROSION BLANKETS & TURF REINFORCEMENT MATS SLOPE INSTALLATION N.T.S. TEMPORARY SEEDING 4 MULCH OR NETTING SILT FENCE OR HAY BALES INSTALLED ON DOWNCRADIENT SIDE %1TEMPORARY STOCKPILE DETAIL / N.T.S. SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX 985 SHELBURNE, VF 05M c°P—T C) - Au RTE DRARN ACL CHECKED DSM1' N f- APPROVED '¢ DSM OWNER: SUMMER ICE JOINT VENTURE GREENFIELD CAPITAL, LLC 2 PROJECT: EXISTING GRADE (MIN.) 18" TO 2'-0" _ - SEE GRADING ----EE A p1 - --PUN-_- _____ LOGIII/'� TO BE USED PRIMARILY SUPPLY WHERE SLOPE EXCEEDS 5% INC. STONE FILL STABILIZATION FABRIC TYPE I, 1'-0" THICK MIN. LOT 10 TYPE 11, 2'-0" THICK MIN. MEADOWLAND BUSINESS PARK �1_STONE LINED DITCH SOUTH BURLINGTON N.r.s. VERMONT COIR BIOLOGS 3 CULVERT & END A `-1 SECTION COIR BIOLOGS 5' 2' 4' WOOD STAKE �pk,. - .•. WOOD STAKE r4. •:.:.'...:._.:.'.'..•'.''.-:'.'.'.'.'.'.'.' WOOD STAKE TO ONLY CULVERT 1.5' rp ENETRATE NETTING,, A NOT COIR MATERIAL END SECTION TYPE If STONE I ,j', •: •: CHANNEL FILL (1'-0" MIN. 2 TYPE R STONE 3 2' 3' FILL (1' MIN. FLOW _ BOTTpM THICKNESS) THICKNESS _ STABILIZATION FABRIC B' ) MIRAFI 50OX OR A J 6" BANK RUN 'W• :p�".'.'.'.'.'.'.'.'. APPROVED EQUAL GRAVEL A -A a„ PLUNGE POOL DETAIL : 24" MINIMUM N.T.S. STAKE TO PLACE AT ` --- 70E OF SLOPE,, BOTH SIDES % z1COIR BIOLOG DETAILS N.T.S. 10 OF J MINUS 6. OF 3- MINUS CRUSTED STONE CRUSTED STONE --COMPACTED SUBGRADE--_ _ COMPACTED SUBGRADE--_ \-OR� STABILIZATION FABRIC MIRAR 50OX OR APPROVED EQUAL to STONE APRON N.T.S. e STRAW ANCHORING N.T.S. SEDIMENT BASIN WITH BAFFLES AND SKIMMER OUTLET N.T. S. RRYIRIUN EPSC DETAILS DATE .—N. NIINDER AUG., 2006 SCALE AS SHOWN C-5"7 PROI. NO. 06192 MATCH DITCH CULVERT h END SECTION SECTION MIN A -4, pi A -A TYPE II STONE FILL � 1 A e. L TYPE It STONE a FILL (1'-0' MIN. THICKNESS) CULVERT END SECTION A STABILIZATION FABRIC CONTINUE STONE MIRAFI 50OX OR FILL IF REQUIRED APPROVED EQUAL %,TEND SECTION DETAIL N.T.S. EXISTING GROUND - - ----------------- t2' EROSION CONTROL MATTING IN TOPSOIL DITCHES ./PROFILE GRADES EXCEEDING 5X STAPLE AS PER MANUFACTURERS SPECIFICATIONS. 2 GRASS LINED DITCH N_T.S. SIDEWALK WIDTH AS SHOWN ON PLANS 5" CONCRETE SIDEWALK E a 0 0 0 0 0 0 o 0 0 0 0 0 0 �\/ a°O°O°O°O°O°a°O°a°a° °a°O°Oa°o°O°a°a°a° 0 0 0 Go 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0\ 6" 8" GRAVEL SUBBASE 6" UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL NOTES: 1. EXPANSION JOINTS SHALL BE PLACED AT THE FACE OF THE BUILDING AND ALONG THE EDGE OF THE CURB 2. THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. 3TTYPICAL SIDEWALK DETAIL �J N.T.S. 3 1/4" BITUMINOUS CONCRETE PAVEMENT: 1 1/4" TYPE IOU FINISH COURSE 2" TYPE II BASE COURSE 12 BANK RUN GRAVEL OR 12" CED AVEL COARSE 1 AOi SPEC. 70404 A0T RUSHC. 7GR04.05 ——COMPACTED SUBGRADE— STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL r4-'� TYPICAL PARKING LOT SECTION .--�/ TOPSOIL, SEED ✓k MULCH 4" BITUMINOUS CONCRETE PAVEMENT: S 1 1/4" TYPE III FINISH COURSE f RAKE, N 2 3/4" TYPE II BASE COURSE e 12• CRUSHED GRAVEL .NE a Zo AOT SPEC. 704.05 b o°o 0 0 0 0 o 2 /2" BANK RUN GRAVEL OR 12 CRUSHED GRAVEL COARSE o Si 0 AOT SPEC. 704.04 AOT SPEC. 70{.OS = _—COMPACTED SUBGRADE----_ g STABILIZATION FABRIC MIRAFI 12 I I 50OX OR APPROVED EQUAL ATYPICAL ROADWAY SECTION \� (FOR AREAS WHERE TRUCK MOVEMENTS OCCURS) N.T.S. TOP COURSE BITUMINOUS CONCRETE PAVEMENT 1 /2" R. 6• BASE COURSE BITUMINOUS CONCRETE PAVEMENT . . - 000 000, BANK RUN GRAVEL 1" g" -I_ B SUB -BASE MATERIAL UNPAVEDIT PAVED SI'1'F: ENGINEER: I NOTES: P' _' F 1. Compaction of backfill and bedding shall be a minimum of 90% (95% under roadway surfaces) of maximum dry density determined in the standard proctor test (ASTM 0698). CIVIL ENGINEERING ASSOCIATES. INC. APPROVED BACKFILL THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen PO BOX485 SHELBURNE, Vr LWR2 IN 6" LIFTS subgrade. em seacsaz FAx•aoz.eeszzn »ae w.w c«Kcanr - D 2 APPROVED GRANULAR FILL 3. Approved backfill sholl not contain y stones my uwrNncNr UGHLY COMPACTED more than 12" In largest dimension (6" in IN 6" LIFTS roadways, 2maximum diameter within 2' of ACL the outside of the pipe), or contain any frozen, or organic material. wenches cxecxcs y/3{ D HOPE STORM DRAIN PIPE 4. Treshall be completely tlewatered prior to DSMt, • �'' placing of pipe bedding material and kept dewalered during Installation of pipe and backfill. .rrs°vco PSn• —THOROUGHLY COMPACTED 5. In trenches with unstable materials, trench DSM BEDDING MATERIAL bottom shall first be stabilized by placement of OWNER: filter fabric then crushed stone (3/4" maximum). UNDISTURBED SOIL OR ROCK 6. The sides of trenches 4' or more in depth entered by personnel shall be sheeted or sloped to the SUMMER ICE angle of repose as defined by O.S.H.A. standard,. 7. Bedding material shall consist of crushed atone JOINT VENTURE CONCRETE OR s TYPICAL STORM TRENCH DETAIL 9r°Yet or sand with ° maximum ei=• of 3/4". BRICK PAVERS Submit o sample to the Engineer for approval. N.T.S. (SEE ARCH. PLANS) 5" �0000 R. SIDEWALK RAMP �o WITH HEAVY BROOM FINISH S.-O 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SMALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. /-6TCURB w/SIDEWALK DETAIL / N.T.S. TOP COURSE BITUMINOUS -::� CONCRETE PAVEMENT 1 /2" R 6" 1 /4" R. BASE COURSE BITUMINOUS CONCRETE PAVEMENT .97iC9Xf9,c9�' BANK RUN GRAVEL 1" g•... 16- SUB -BASE MATERIAL 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8- JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). 7 CURB DETAIL N.T.S. PAVEMENT o "000000000° CRUSHED CRA QL o00000000"poo"000, loa�.°op Ono°°o _..-oo°°oo°000°oo°°oo > BANK RUN GRAVEL STABILIZATION FABRIC 3/4" WASHED STONE MIRAFI 50OX OR 8" APPROVED EQUAL MIN. 4" PERFORATED PVC PIPE OR HOPE *SEE PLANS FOR O FILTER FABRIC MIRAFI INVERT ELEVATION 140NS OR APPROVED 12" MIN. I EQUAL FOR UI NUERDRAIN "j 4SLOPE ALL PIPE TO DRAIN O 1% MIN. 8 TYPICAL UNDERDRAIN SECTION N.T.S. TRANSITION CURB— I ( /,� PLAN SI WA K RAMP 1/8" REVEAL TEXTURED) ROADWAY SURFACE 8.0% S.OR MAX. ADJACENT SECTION A -A TO RAMP T2 TYPICAL HANDICAP RAMP N.T.S. INSTALL HANDRAIL WHERE WALL IS OVER 18" HIGH T OP OF CURB (SEE PLAN FOR PE OF CURB) END TRANSITION 10" SLOPE 1" CHAMFER FINISH-( BEGIN TRANSITION FACE OF (TYP.) GRADE 1 SLOPE CURB 1 7.� 3" 2METAL SLEEVE (11 2" EMBEDMENT) (OPTIONAL) 0 2" CLEAR .I EXPOSED CONCRETE WALL c'SHALL HAVE A RUBBED #5 O 12" O.C. SURFACE FINISHED GRADE OF of /6 BARS O 12" O.C. ROAD PAVEMENT o DAYLIGHT DRAIN a°aoao 10 TRANSITION CURB THRU WALL = ° BACKFILL w/ ° FREE DRAINING N. T.S. e a c ^ "4. GRANULAR F s a o MATERIAL PAVE MLN I 0 TOP COURSE BITUMINOUS 1/2" R. 6-� 1/2" R. CONCRETE PAVEMENT r BASE COURSE BITUMINOUS CONCRETE PAVEMENT 4" SDR 35 PERE. PVC 3/4" WASHED STONE o„o„o„o„o„oa ! • WRAPPED W/ DRAINAGE 1 ocCRUSHED GRAVEL BASED• 12U0. FABRIC oBANK RUN GRAVELIn ^'{I SUB -BASE MATERIAL 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). „ DEPRESSED CURB AT ENTRANCE DETAIL N.T.S. GREENFIELD CAPITAL, LLC PROJECT: LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT DATE ECKED REVISION coal-ro ov m asE ow Aoao orruu 2?-e) OL IEMYO ea—, YCRCN^) SITE DETAILS 9-/4 BARS LI 3" CLEAR �/5 BARS O 12" O.C. SPACED AS ere RANmc NUMRRR SHOWN 5'-0" __ AUG., 2006 13 RETAINING WALL SECTION AS SHOWN C-6.0 JNTS rxa. rva. 06192 N TOPSOIL. SEED h NOTES: \ aeo _..000ue00000000000 1. Typical trench for water, sewer, and drainage pipe. °°oaea0000 °°°°°°o°°oo°000p� oo°�o°00000° op Oo 000 2. Campoct'on of backhll and bedding shall be a °' minimum o/ 90x (95x under roadway surfaces) of maximum dry density determined in the 3 i APPROVED BACKFlLL standard proctor lest (ASTM D698). q THOROUGHLY COMPACTED 3. Bedding material shall not be placed on frozen IN 8" LIFTS 00 subgrade. 2" OF RIGID INSULATION { Approved backfill shall not contain atones ai i TO BE INSTALLED WHEREVER more than 6" in tar sl dimension. 2� maximum MINIMUM COVER CANNOT •i •I diameter within 2' ofethe outside of the pipe, BE MAINTAINED h ALSO D 2' APPROVED BY THE ENGINEER or any frozen, or organic material S. Trenches shall be completely dewalered prior to PIPE placing of pipe bedding molerial and kept 6 dewotered during Installation of pipe and back811. 6. The sides of trenches 4' or more In depth entered THOROUGHLY COMPACTED by personnel shall be sheeted or sloped to the BEDDING MATERIAL of le on a as defined b 9 repose y O.S.H.A. standard'. 6" 7. Bedding material for wo.tewoter Imes shall consist of crushed stone or gravel with maximum size of 3/4'. UNDISTURBED SOIL OR ROCK For water line. bedding material shall be Bond. Submit a sample to the Engineer for approval. Kit TYPICAL TRENCH DETAIL N.T.S. Wel DATE (.TN CONDBE MINIMUM ONE FULL LENGTN Or PIPE UNDISTURBED NOTE PLACE K. POLA—ENE SHEET BETVEEN ALL CONCRETE THRUST BLOCNS AND To PREANT BOND �Iee� NSU INIMUM AREA OF BEARING SURFACE OF CONC. TIRUST BLOCKS M ®aaa® ka +8®� rO�m4B 19MI mmmmmmmmm®mmmmmmmmmm ��ml�l?9�mm�m�®mmm��'sm��l:�'wla'fTrltlii m®mmmm®mmmm®mmmm�s>��m��w,es'rlm ®m®�mmm�mm�m�it��m�fiE��Y'li'r��A�3T1rv;l,l i2�FiRUST BLOCK DETAILS N.T.S. BEM NT --- THREADED SDR 35 PLUG w/ COUNTER SUNK SCREW CAST IRON VALVE CLEANOUT BOX BOX TOP SECTION INDEPENDENT w/COVER MARKED OF PIPE SEWER' X' CLEANOUT TO BE INSTALLED UPSTREAM OF BENDS) IN BUILDING SEWER(S) WHEN 4" $DR 35 PVC CHANGE IN IN DIRECTION EXCEEDS 45' WYE 45' (USE LONG SWEEP FITTINGS WHEN EXCEEDING 45') FLOW 4" SDR 35 PVC CONCRETE CRADLE w/ 3 MIL POLYETHYLENE PLACED BETWEEN PIPE h CONCRETE r3'r-YPICAL CLEANOUT DETAIL N.T.S. WATER SEWER MINIML BETWE WATER SEWER NOTES: BLOCK I. AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE. 2. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 3. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE IS' SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EOUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS. 4. WATER MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST 10' HORIZONTAL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. a WATER SEWER CROSSING DETAIL -- - N.T.S. 1 Z5 -- Logic Supply, Inc. FL061,C1( Emphase Technologies Greenfield Capital Phylon System Tenant 1 Name Tenant 2 Name 4- VWor Parking Deliveries -+/ FINISH GRADE I I I I I I I I I I I i I I I ( I I I I I I I I I I I I I I I I I I I I I I I I SIGN DETAIL IL 1 5 LJ N.T.S. J AWWA HYDRANT, VALVE AND APPURTENANCES AS PER SPECS ADJUSTABLE IRON 'I VALVE BOX W/LID MARKED "WATER" -- FINISH GRADE In REDUCING m TEE CONCRETE VALVE SUPPORT NOTES: 1. ALL BRANCH PIPING AND FITTINGS SHALL BE MECHANICAL JOINT. 2. HYDRANTS SHALL BE LABELED "ND", FOR NONDRAINING ON THE BONNET FACING THE ROADWAY. nTYPICAL HYDRANT INSTALLATION N. T. S. FINISH OPTION: COATED W/ZINC RICH EPDXY THEN FINISH W/ POLYESTER POWDER COATING. BLACK -i- tl.��'•1•Ef 7 BIKE RACK DETAIL N. T. S. NOTES 2. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the some as those within the above referenced CWD Specifications. 3. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and on appropriate thermal expansion system in compliance with the Ordinance for the Control of Cross Connections Within the Water System of the City of South Burlington, THRUST henceforth the "backflow Ordinance." Please BLOCK contact the South Burlington Water Department for more information on backflow protection devices. 4. CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict UNDISTURBED work before November 15 and after April 1 during SOIL adverse weather conditions. 5. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 6. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 7. Separations between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 8. Prior to any building construction, the building contractor should contact the South Burlington Water Department to discuss City of South Burlington requirements for meter sizing, meter settings, and backflow protections. 9. The South Burlington Water Department shall be notified prior to backfflling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 1/2"GALV. CARRIAGE BOLTS OR 3/4"x4 1/2" LONG GALV. LAG BOLTS rSCREEN BOARD r2"x6" P.T. GIRTS 1 OR OTHER MATERIAL (TYP.) Ili A[ PrP awMFPG P-11—T ENNERNMEME MEN P-11109 n GRAVEL POST 6" CRUSHED PAD CONCRETE FILL AROUND POST POST 1-0" O.C. OR UM Yd at OR LESS ELEVATION `4"x6" P.T. POST PLAN e DUMPSTER ENCLOSURE N.T.S. SITE ENGINEER: APPI CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX 4W SHELBURNE, Vr 05462 em aes znza roc eoz-ees-zzzl o0 ACL CHECKED DSM aa APPROVED pa GS �' ' wee p i DSM OWNER: SUMMER ICE JOINT VENTURE GREENFIELD CAPITAL, LLC Ppoivj f- LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT Water Service Instollation Note: All work to be performed in accordance with the Specifications and Details for the installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District and the City of South Burlington. Details should be modified to the above ' p-zT-os I Dsx I rooco coxst..Pwr ox usysan rho 1 1 UTILITY + SITE DETAILS DATE HAxlrvn .NUMHER AUG., 2006 scA. AS SHOWN C - 6.1 06192 f SECTION 02110 SITE CLEARING PART1_GENERAL 1.01 SUMMARY A. Section includes. 1. Remove surface debris. 2. Clear site of plant life and grass. 3. Remove trees and shrubs. 4. Remove root system of trees and shrubs. PART2-PRODUCTS Not used. PART 3 - EXECUTION 3.01 PROTECTION A. Protect utilities that remain from damage. B. Protect trees, plant growth, and features designated to remain as final landscaping. C. Protect bench marks and existing structures from damage or displacement. D. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site. E. Maintain access to the site at all times. 3.02 CLEARING A. Clear areas required for access to site and execution of Work. B. Remove trees and shrubs within areas as indicated on the Plans. Remove stumps, roots and tap roots and other projections 1'A" or greater in diameter to 2'-0" below the excavated surfaces In cut areas and 2'-0" below the exposed subgrade in fill areas. 3.03 REMOVAL A. Remove debris. rock, and extracted plant life from s8e. B. The Contractor shall coordinate Work with the Engineer and Owner in establishing suitable areas within the property limits for depositing debris, rocks and extracted plant life. The Contractor shall be responsible for backflling (capping) and grading all waste sites. 3.04 UTILITIES A. Coordinate with utility companies and agencies as required. END OF SECTION 02110 SECTION 02010 MAINTENANCE AND PROTECTION OF TRAFFIC PART 1-GENERAL 1.01 DESCRIPTION A. The Contractor shall maintain traffic in the project area to the satisfaction of the Owner and the Engineer. This would typically mean allowable short duration (15-20 minutes) interruptions and full -day closure for bridge installation if necessary. Access by emergency vehicles must be allowed at any time of the day. The Contractor will be responsible to fumish, install and relocate channelization bariers as required to protect the traffic, workmen and new work. It shall be the sole responsibility of the Contractor to keep the Local Agencies (including but not limited to Town Highway Department. Police and Fire Departments) pre -warred at least 72 hours in advance of changes in traffic patterns due to reduction of pavement widths or closing of streets. The Contractor shall supply, Install, maintain, adjust, move, relocate, and store all signs, suitably lighted barricades, traffic cones and traffic delineators, as necessary lc Carry out the traffic routing plan and maintain vehicular and pedestrian traffic, All of this work shall meet the requirements of Local Agencies and the Owner. B. The Contractor shall furnish, light. and maintain such signs as may be directed, or may be necessary for the safe regulation, or Convenience of traffic. Said signs will be as specified, they shall be adequate for the regulation, safety and convenience of traffic. The Contractor shall provide, erect, and maintain suitably lighted barricades, warning lights. etc., as needed, or as directed in order to keep people, animals and vehicles from excavations, obstacles, etc. The Contractor may be required to employ trafficmen and take other such reasonable means or precautions as the Owner may direct, or as may be needed to prevent damage or injury to persons, vehicles, or other property, and to minimize the inconvenience and danger to the public by his construction operation - The Contractor shall confine his occupancy of public or traveled ways to the smallest space compatible with the efficient and safe performance of the work contemplated by the contract. C. The Contractor shall observe and obey all local and state laws, ordinances, regulations and permits in relation to the obstruction of streets and highways, keeping passage -ways open and protecting traffic where there may be danger from all construction activities. D. Suitable lighted barriers or barricades shall be furnished by the Contractor and put up and maintained at all times during the night or daytime, around all open ditches, trenches, excavations, or other work potentially dangerous to traffic. Such barricades shall be constructed of 2 inch by 8 inch rough lumber, securely supported and braced at least 3 feet high above the ground. Barricades shall be placed on all sides and throughout the entire length and breadth of all open ditches, trenches, excavations, m other work which must be barred to the general public. Barricades shall be properly painted to the satisfaction of the Owner in order to retain a high degree of visibility to vehicular pedestrian traffic. E. Suitably lighted barricades shall be defined as barricades lit by flashers in accordance with the paragraph or other lighting methods approved by the Owner in lieu thereof. Flashers shall be placed along the entire length of the barricades at an interval no greater than 8 feet, center to center. Flashers shall he power operated, lens directed, enclosed light units which shall provide intermittent light from 70 to 120 flashers per minute, with the period of light emitlance occurring not less than 25 percent of each on -off cycle, regardless of temperature. The emitted light shall be yellow In color and less than 12 square inches. The discernible light shall be bright enough to be conspicuously visible during the hours of darkness at a minimum distance of 800 feet from the unit under one or more directions, the foregoing specifications shall apply 10 degrees or more to the side and 5 degrees or more above and below the photometric axis. F. The Contractor shall furnish and securely fasten flashing units to signs, barricades, and other objects in such numbers and for such lengths of time as are required for the maintenance and protection of traffic, or as the Engineer may order. The flasher shall be in operation during all hours between sunset and sunrise, and during periods of low visibility. The Contractor shall maintain, relocate and operate barricades and flashers throughout the life of the contract. Should the Contractor or his employees neglect to set out and maintain barricades or lights, as required in these specifications, the Owner immediately, and without notice, may famish, install and maintain barricades or lights. The cost from any amount due or to become due to the Contractor under this contract. G. If the Contractor's operations or occupancy of any public street or highway, or the uneven surfaces over any trenches being maintained by the Contractor shall interfere with the removal or sanding of snow or ice by the public authorities or adjoining land owners, in an ordinary manner with regular highway equipment, the Contractor shall be required to perform such service for the pudic authorities or adjoining owners without charge. If the Contractor fails to do so, he shall reimburse the said authorities or adjoining owners for any additional cost to them for doing such work occasioned by conditions arising from the Contractor's operations, occupancy, or trench surfaces, together with any damage to the equipment of said parties by those conditions, or claims of any parties for damage or injury or loss by reason of failure to remove snow or Ice or to sand icy spots under these conditions.may be H. The Contractor shall be responsible for replacing and installing any stolen traffic signs at no additional cost to the Owner. act I. The preceding are minimum requirements for the maintenance and protection of traffic during the construction of the project. If the Contractor deems that additional devices are required, they shall be installed after contacting the Owner. END OF SECTION 02010 SECTION 02210 SITE EARTHWORK PART 1-GENERAL 1.01 SUMMARY A. Section includes: 1. All utility and sitework excavation (unless covered in other sections of these specifications), removal and stockpile of topsoil, stabilization fabric, and other miscellaneous and appurtenant works. 2. Site filling. 3. Roadway/parking lot structural sections. 1.02 REFERENCES A. ANSI/ASTM CI36 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. 1.03 PROTECTION A. Protect bench marks and existing structures. B. Protect above and below grade utilities which are to remain. 1.04 SUBMITTALS A. Testing laboratory reports indicating that material for backfill meets requirements of this Section. B. Field density test reports of site fill in place. C. Field density test reports for roadway structural sections In place. D. Stabilization Fabric: Submit copies of manufacturers specifications and installation instructions. PART 2-PRODUCTS 2.01 BANK RUN GRAVEL A. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Sguam Mesh Sieve No. 4 20.60 No. 100 0 - 12 No. 200 0-6 The gravel shall be uniformly graded from coarse to fine and the maximum size stone particle shall not exceed 2/3 of the thickness of the layer being placed or 4", whichever is less. 2.02 CRUSHED GRAVEL A. All materials shall be secured from approved sources. This gravel shall consist of angular and round fragments of ham durable rock of uniform quality throughout, reasonably free from thin elongated pieces, soft or disintegrated stone, dirt, organic or other objectionable matter. This material shall meet the following grading requirements. Percent by Weight Sieve Designation Passulg Squam Mesh Sieve Fine: 2" 100 1 1" 90 - 100 No.4 30-60 No. 100 0-12 No. 200 0-6 Coarse: 4" 95 - 100 No. 4 25 - 50 No. 100 0-12 No. 200 0-6 2.03 AGGREGATE SURFACE COURSE A. Aggregate for surface course and shoulders shall consist of clean, hard gravel, crushed gravel or crushed stone, it shall be reasonably free from silt, loam, clay or organic matter. It shall be obtained from approved sources. B. Grading. This material shall be uniformly graded from coarse to fine and shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Sieve 1 1" 100 1" 90-100 No.4 45-65 No. too 0. 15 No_ 200 0. 12 2.04 COMPACTED FILLIGRANULAR BORROW A. This material shall be free of shale, clay, triable material, debris, and organic matter, graded in accordance with ANSI/ASTM C136 within the following limits: Percent by Weigh Sieve Designation Passing Square Mesh Sieve 8" 100 t 75-100 No. 4 20. 100 No. 100 0 - 20 No. 200 0.12 2.05 GEOTEXTILE STABILIZATION FABRIC A. This work shall consist of furnishing and placing an approved stabilization fabric on a prepared surface within the limits shown on the plans. The fabric shall meet, or exceed the following properties: 1. Grab tensile strength (ASTM DA632) - 200 lbs. 2. Grab tensile elongation (ASTM D-4632) - 15% 3. Puncture strength (ASTM 04833) - 120 Ilia. PART 3 -EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and flag locations. C. Maintain and protect existing utilities remaining which pass through work area. 3.02 EROSION CONTROL A. Erosion control must be installed prior to beginning any earthwork operations. 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated, ra-landscaped or regraded and stockpile in areas designated on site or as directed by the Engineer. B. Maintain the stockpile in a manner which will not obstruct the natural flow of drainage. 1. Maintain stockpile free from debris and trash. 2. Keep the topsoil damp to prevent dust and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded in accordance with plans. B. Excavate subsoil required to accommodate building foundations, slabs on grade, site structures, construction operations, roads, and parking areas. C. Grade top perimeter of excavation to prevent surface water from draining into excavation. D. Notify Engineer of unexpected subsurface conditions and discontinue affected work in area until notified to resume work. E. Correct areas over -excavated by error as directed by the Engineer at no cost to the Owner. 3.05 DITCHES A. Cut accurately to the cross -sections, grades, and elevations shown. B. Maintain excavations free from detrimental quantities of leaves, sticks, trash, and other debris until completion of the work. C. Dispose of excavated materials as shown on the drawings or directed by the soils Engineer; except do not, in any case, deposit materials less than three feet from the edge of a ditch. 3.06 EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the slope of the original ground on which the embankments are to be constructed shall be stepped and property drained as the fill is constructed so that adverse movements of the slopes do not occur. B. Any excavated rock, ledge, boulders, and stone, except where required In the construction of other hems or otherwise directed, shall be used in the construction of embankments to the extent of the project requirements and generally shall be placed so as to form the base of an embankment. C. Frozen material shall not be used in the construction of embankments, nor shall the embankments or successive layers of the embankments be placed upon frozen material. Placement of material other than rock shall stop when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material is otherwise acceptable, it shall be stockpiled and reserved for future use when its condition is acceptable for use in embankments. D. When an embankment is to be constructed across a swamp, muck, or areas of unstable soils, the unsuitable material shall be excavated to reach soils of adequate bearing capacity and the embankment begun. Alternative methods, such as use of a stabilization fabric in place of excavation and backfill, may be utilized only after approval of same by the Engineer. E, Material being placed in embankments shall be placed in horizontal layers of uniform thickness across the full width of the embankment. Stumps, trees, rubbish, and other unsuitable material shall not be placed in embankments. F. Embankment areas shall be placed in eight -inch lifts. Effective spreading equipment shall be used on each layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of embankment and continuous leveling and manipulating will be required to assure uniform density. The entire area of each layer shall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of rollers, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured for compaction purposes will not be considered as compaction equipment. G, All fill material shall be compacted at a moisture content suitable for obtaining the required density. In no case shall the moisture content in each layer under construction be more than three percent above the optimum moisture content and shall be less than that quantity that will cause the embankment to become unstable during compaction. Sponginess, shoving, or other displacement under heavy equipment shall be considered evidence I., an engineering determination of lack of stability under this requirement, and further placement of material in the area affected shall be stopped or retarded to allow the material to stabilize. H. When the moisture content of the material in the layer under construction is less than the amount necessary to obtain satisfactory compaction by mechanical Compaction methods, water shall be added by pressure distributors or other approved equipment. Water may also be added in excavation or borrow pits. The water shall be uniformly and thoroughly incorporated into the soil by disc, harrowing, blading, or by other approved methods. This manipulation may be omitted for sands and gravel. When the moisture content of the material is in excess of three percent above optimum moisture content, dry material shall be thoroughly incorporated into the wet material, or the wet material shall be aerated by disking, harrowing, blading, rotary mixing, or by other approved methods; or compaction of the layer of wet material shall be deferred until the layer has dried to the required moisture content by evaporation. 3.07 COMPACTION REQUIREMENTS A. All backfills and fills shall be compacted in even lifts (12" maximum) to attain the required densities as follows: Standard Proctor Location ASTM D-698 Subgrade and Gravel for Roads and Parking Lots 95% General Embankments 90% 3.08 MAINTENANCE A. All earthwork should be checked periodically to see that slopes are in good condition. Any rills or damage from erosion and animal burrowing should be repaired immediately to avoid further damage. If seeps develop on the slopes, the area should be evaluated to determine if the seep will cause an unstable condition. Subsurface drains or gravel mulching may be required to solve seep problems. Diversions, berms, and waterways in the land grading area should be checked to see that they are functioning property. Problems found during the inspections should be repaired promptly. END OF SECTION 02210 SECTION 02225 UTILITY TRENCHING AND BACKFILLING PART 1-GENERAL 1.01 SUMMARY A. Section Includes: 1. Trench, backfill, and compact as specified herein and as needed for installation of underground utilities located 5 feel outside the buildings. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work in a timely manner. C. Comply with requirements of governmental agencies having jurisdiction 1.03 REFERENCES A. ANSUASTM C136 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristw of Soil Using Standard Effort. PART2-PRODUCTS 2.01 SOIL MATERIALS A. Fill and backfill materials: 1. Fill material is subject to the approval of the Engineer. Material provided can be removed from excavations on site or imported from approved po m ppr ed oft-s8e borrow areas. Materials must be predominantly granular, non -expansive soil free from porous matter, organic matter and other deleterious matter and contain no rocks or lumps over 6 inches in greatest dimension. 2. Rocks having a dimension greater than 2 inches shall not be placed within 2 feet of the outside of pipe. 3. Cohesionless material used for backfill: Provide sand free from organic material and other foreign matter, and as approved by the Engineer. PART 1 • EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. 3.02 PREPARATION A. Identity required tines, levels, contours, and datum. 3.03 PROCEDURES A. Existing Utilities: 1_ Unless shown to be removed, protect active utility lines shown on the drawings or otherwise made known to the Contractor prior to trenching. If damaged, repair or replace at no cost to the Owner. 2. When existing underground ufili ies, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be promptly repaired additional p p p y a t no add Dal cost to the Owner. 3. If utility service is interrupted as a result of work under this section, immediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If existing utilities are found to interfere with the permanent facilities being constructed under this section, immediately notify the Engineer and secure instructions. 5. Do not proceed with disruption of service or permanent relocation of utilities until written instructions are received from the Engineer. B. Protection of persons and property: 1. Barricade open holes and depressions occurring as part of the work, and post warding lights on property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this section. C. Dewatering: The Contractor, at all times, shall conduct operations so as to prevent the accumulation of water, ice, and snow in excavations or in the vicinity of excavated areas, and to prevent water from interfering with the progress and quality of the work. Under no conditions shall water be allowed to rise in open trenches after pipe has been placed. D. Accumulated water, ice, and snow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be carried out in a manner which will not create a hazard to public health, nor cause injury to public or private property, work completed or in progress, or public streets, nor cause any interference in the use of streets and road by the pudic. Pipes under construction shall not be used for drainage of excavations. E. Maintain access to adjacent areas at all time 3.04 TRENCHING A. Provide sheeting and shoring necessary for protection of the work and for the safety of personnel. 1. Sheeting and bracing required for trenches shall be removed to the elevation of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe. B. A trench shall be excavated to the required depth and to a width sufficient to allow for joining of the pipe and compaction of the bedding and backfill material under and around the pipe. C. The completed trench bottom shall be firm for its full length and width. D. If indicated on the plans or directed by the Engineer, poor foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with granular backfill. E. Where pipes are to be placed in embankment fill, the excavation shall be made after the embankment has been completed to a height of 3 feet plus the diameter of the pipe above the designed grade of the pipe. F. Excavating for appurtenances: 1. Excavate for manholes and similar structures to a distance sufficient to leave at least 12 inches clear between outer surfaces and the embankment or shoring that may be used to hold and protect the banks. 2. Over -depth excavab n beyond such appurtenances that has not been directed will be considered unauthorized. Fill with sand, gravel, or lean concrete as directed by the Engineer, and at no additional cost to the Owner. G. Excavation shall not interfere with normal 45 degree bearing splay of foundations. H. Where utility runs traverse public property or are subject to governmental or utility company jurisdiction, provide depth, bedding, cover, and other requirements as set forth by legally constituted authority having jurisdiction, but in no case less than the depth shown in the Contract Documents. I. Where trenching occurs in existing lawns, remove turf in sections and keep damp- Replace turf upon completion of the backfilling. SITE ENGINEER: r F. P CIVIL ENGINEERING ASSOCIATES, INC. P.O. Box 485 SHELBURNE, VT 0502 eDTaB6T3Ta FAx B(Q-aebTT>I w0.' xnw.c.eH.com OSAsn ACLCHECKED 3- /.. DS.- M APPROVED DSM !' OFVPR: SUMMER ICE JOINT VENTURE APPLICANT: GREENFIELD CAPITAL, LLC PHOJEC'T: LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT REIISION o-a-De om m issr SPECIFICATIONS DATE AUG., 2006 NONE Pit- NO 06192 C-/ .O 3.05 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material shall be placed to the limits of the excavation and to a depth beneath the pipe as specified. This material shall be either sand, gravel, or Crushed stone and shall not contain large lumps and stones over one inch in diameter. As the pipe is laid, bedding material shall be extended to 6 inches above the pipe and leveled along the width of the bench. 3.06 BACKFILLING A. Backfilling shall not be done in freezing weather, with frozen materials, or when materials already placed are frozen. B. Backfill material shall be evenly spread and compacted in lifts not more than 12 inches thick or as approved by the Engineer. Previously placed or new materials shall be moistened by sprinkling, it required, to ensure proper bond and compaction. C. Trenches which have been improperly backfilled, enclosed or covered up before it has been approved shall be reopened. Refill and Compact as specified, or otherwise correct to the approval of the Engineer, at no additional cost to the Owner. D. Take special care in backfilling and bedding operations to not damage pipe and pipe Coatings. E. No compacting shall be done when the material is too wet to be compacted property. At such times the work shall be suspended until the previously placed and new materials have dried out sufficiently to permit proper compaction, or such other precautions are taken as may be necessary to obtain proper compaction. F. Backfill material shall be compacted to the following percentages of maximum dry density and the in -place moisture content shall not be more than 2% above the optimum moisture content, as determined by Standard Proctor ASTM D698. 1. Around all structures, under roadway paving, shoulder and embankments - 95%. 2. All other areas - 90%. G. Frost Protection: Pipes laid with less than the minimum cover over the crown and when approved by the Engineer shall be protected against freezing by installation of rigid insulation for the width of the trench. Insulation shall be a minimum of 2 inches thick with one additional inch of thickness for every foot of depth of piping less than 5 feel. The sheets shall be placed 6 inches above the crown of the sewer after compaction of the 6 inch lift immediately above the crown. Care shall be exercised by the Contractor during backfill and compaction over the insulation. The sheets shall meet the compressive strength requirements of ASTM D1621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS A. After the trench has been backfilled to above the pipe and has been compacted as Specified, check sewers and stormdrains to determine whether displacement has occurred. B. Visually inspect pipe Installation by flashing a light between manholes or between the locations of the manholes, by means of a flashlight or by reflecting sunlight with a minor. C. If the illuminated interior of the pipe line shows poor alignment, displaced pipes, or any other defects, correct the defects to the specified conditions and at no additional cost to the Owner. D. After visual approval of pipe, a 95% mandrel test must be performed END OF SECTION 02225 SECTION 02260 DUST CONTROL PART 1-GENERAL tat DESCRIPTION A. This work shall Consist of furnishing and applying calcium chloride or water to reduce dust nuisance and hazard in accordance with these specifications and as directed by the Engineer. B. Related work: 1. Documents affecting work of this section include, but are not necessarily Omfted to, General Conditions, Supplementary Conditions, and Sections of Division 1 of these specifications. PART 2 - MATERIALS 2.01 CALCIUM CHLORIDE A. The materials used shall meet the requirements of AASHTO M 144 except that pellet form and flake form shall be acceptable. 2.02 WATER A. All water used shall be clear and free of harmful amounts of oil, salt, acids, alkalies, sugar, organic matter or other substances injurious to the finished product, plant life or the establishment of vegetation. Where the source of water is relatively shallow, the intake shall be maintained at such a depth and so enclosed as to exclude sift, mud, grass and other foreign materials. No formal tests of water will be made unless the Engineer questions the quality of the water. Water known to be of potable quality may be used without tests. PART 3 - EXECUTION 3.01 CALCIUM CHLORIDE OR WATER A. Calcium chloride (for roadways) or water (for embankments) shall be applied only at the locations, at such times and in the amount as may be directed by the Engineer. An average application of one pound of Calcium chloride per square yard of exposed area should be considered for each treatment. The exact number of applications and amount of dust controller shall Oe based upon field and weather conditions. It shall be spread in such manner and by such devices that uniform distribution is attained over the entire area on which it is ordered placed. PART 4 - FAILURE TO COMPLY A. In the event that, in the judgement of the Engineer, the Contractor fails to adequately Control the dust as directed and in accordance with this specification, the sum of $150.00 per calendar day will be deducted from any money due the Contractor as a failure to comply with this specification. In addition, if the Owner is required to perform the dust control operations on the project due to failure of the Contractor to perform adequately, the costs associated with the Owners operations will also be deducted from money due the Contractor. END OF SECTION 02260 SECTION 02400 WORK ON OR NEAR PRIVATE PROPERTY PART 1-GENERAL 1.01 DESCRIPTION A. The work under this section indudes the protection of private property and the restoration of areas near or on private property. For further requirements see the General Conditions and the Special Conditions of these specifications.) 1.02 SUBMITTALS A. The Contractor shall, upon award of the Contract, take photographs of the existing conditions in the project area. These photographs shall be taken as directed by the Owner and/or as follows: 1. Any suitable camera may be used, but the lens must be a'wide angle lens" having a focal length of not more than thirty-five (35) millimeters. 2. The photographs shall be at least three and a half (3.5) inches wide and five (5) inches long, colored, printed with a maned finish and borderiess. Each photograph shall be marked with the following information on the back. Location Station Data B. Upon Completion of the project, the Contractor shall submit a second set of photographs, taken as before, showing the conditions in the project area. Each photograph shall be marked on the back as specified above. C. Approximately 10 each before and after photographs will be required. 1.03 PROTECTION A. Every effort shall be made to protect private or public property during construction. All damaged trees, shrubs and other vegetation shall be replaced In kind by the Contractor at no additional cost to the Owner. PART 2-PRODUCTS 2.01 MATERIALS A. All materials not specifically described, but required for work Included in this section shall be new, first quality of their respective kinds, and subject to the approval of the Engineer. PART 3 - EXECUTION 3.01 LAWNS A. In areas where removal of lawns is necessary to Complete the work, the Contractor may elect to cut, remove and stockpile the sod and put it back at the completion of the work, or replace the sod with new sod. Seeding shall not be Considered as an approved equal to either of the above alternatives - 3.02 BUSHES A. Bushes which are in the way of the construction and are located on private property shall either be removed, stored and replanted or shall be replaced at the option of the Owner. 3.03 PAVEMENT A. Existing driveways and parking areas shall be protected dung the construction. Damaged paved areas outside the Contract limits shall be neatly cut out and replaced with bituminous Concrete to the complete satisfaction of the Owner. END OF SECTION 02400 SECTION 02439 STONE FILL PART 1-GENERAL 1.01 SUMMARY A. Section includes: 1. Stone Fill - Types I, 11, III, and IV. 2. Rip -Rap -Heavy Type, Light Type. 3. Geotextile Fabric. B. This work shall consist of furnishing and placing protective materials in conformity with the dimensions, elevations and at the locations indicated in the contract or as directed by the Engineer. 1.02 REFERENCES A. VAOT Standard Specifications, Section 700. PART 2-PRODUCTS 2.01 STONE FOR STONE FILL A. Stone for stone fill shall be approved, hard, blasted angular rock other than serpentine rock containing the fibrous variety chrysotile (asbestos). The least dimension of the stone shall be greater than I t3 of the longest dimension. The stone fill shall be reasonably well graded from the smallest to the maximum size stone specified so as to form a compact mass when in place. Type I: The longest dimension of the stone shall vary from 1 inch to 12 inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of four inches. Type It: The longest dimension of the stone shall vary from 2 inches to 36 inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 12 inches. Type III: The longest dimension of the stone shall vary from 3 inches to 48 Inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 16 inches. Type IV: The longest dimension of the stone shall vary from 3 inches to 60 inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 20 inches. 2.02 RIP -RAP A. Stone for rip -rap shall be approved, rough, unhewn quarry stone, as neady rectangular in section as practicable. The stone shall be hard, sound and resistant to the action of water and weathering. They shall be of a rock type other than serpentine rock containing the fibrous variety chrysotile (asbestos) and suitable in every respect for the purpose intended. Heavy Type: The individual stones shall have a depth equal to the thickness of the course of rip -rap. Al least 75 percent of the volume of the rip -rap, complete In place, shall consist of stones that have a minimum volume of 16 cubic feet. Light Type: The individual stones shall have a depth equal to the thickness of the Course of rip -rap. The rip -rap, complete In place, shall consist of stones that have a minimum volume of 1/2 cubic foot. 2.03 GEOTEXTILE FABRIC A. Geotextile fabric shall conform to the requirements of Section 02210 - Site Earthwork. PART 3 - EXECUTION 3.01 PREPARATION A. The areas to be protected shalt be constructed and graded to the lines Indicated on the plans or as directed by the Engineer and, O a fill area, shall be compacted. All slopes shall be maintained to the neat lines indicated on the plans prior to the placing of geotextile fabric or bedding material, stone fill, rip -rap or slope paving. 3.02 PLACING STONE FILL A. The specified stone fill shall be placed in one course thickness as shown on the plans in a manner that will result in a reasonably well graded surface. Cara shall be taken in the placing to avoid displacing of the underlying material. B. The stones shall be so placed and distributed that there will be no, accumulations of either the larger or smaller sizes of stone. C. Rearrangement of the stone fill by hand labor or mechanical equipment may be required to obtain the specified results. D. When stone fill and geotextile fabric are to be placed as part of an embankment, the protective materials shall be placed Concurrently with the construction of the embankment unless otherwise authorized by the Engineer. E. When stone fill and geotextile fabric is to be placed under water, methods shall be used that will minimize segregation and insure that the required thickness of protective material will be obtained. END OF SECTION 02439 SECTION 02513 BITUMINOUS CONCRETE PAVING PART 1-GENERAL 1.01 SUMMARY A. Section kwllrtl,s: 1. a.. Ooun r. 2. Leveling Ceases 3. Finish Coups B. General: This work Shen -patio of am «more end, these e s Commoners ml. and aalabWeir on a prepared. -lob i in xxoNan-with those sped. -gone eM ew type d suds- being placed, end In c-lomlly with Me Una, pratlea. MkAmssea antl Npl-I «ins sedlons elrown on In. plans «ee.bganba by Me Ensirie.. 1b2 QUALITY ASSURANCE A. Use Mequale numbers d skilled workers who era thoroughly DYnM ant axperiericM in Me m-ssa, «ass and who ere completely familiar wkh Ma spacMed requbaments and tho method. needed for proper paff-ar- of Me work of this Section. B. All malaria. ant Installation shall De In accordance w1M Tre Aeyr st InsgMe Manual (MS-4) and the VAOT Standard Spedflcekons, 1990. C. Mking Plant: Conform to Slala of Vwnanl Standards, D. Obtain materads from Mama sour- throuprout. 1.03 PROJECT CONDITIONS A. Bibrrknous con«ale shah rwl lea placed between November 1 ant May 1. Malarial shall rid ba placed Cohan Ina pnnwar suDba-is, Coal «when IM air lamparaNre at Uu pavlrg sae in gee shells ant ewer Nan arMkial heat. lie lolbws. Air Temperatum P__ Degrees Fahrenheit C-P c sd Det ib 40 Degrees or below Great. gun 1 j- 50 Dag- or below Less Man 1 PART2-PRODUCTS 2.01 MATERIALS A. Materials ara11 be combbled aM graded to meet 1M Uler. as defined is Me VAOT Stallard Spedfi-tons, Dldsion 700 for Type II (base Course) and Ty- W (finish -sine) bxumirwua terraria. B. GMadagon: Mat.iela shaA ba combined ant graded to meal compasNon MMs spacided in VAOT Standard Specifl-tion. Sector 406.03. for Me has, cosine and finish amrse. C. T o knerse of paving for drives ant paAthg kits shall be as shown on din plans, rob,iab g of base course and finish onus,. D. For pavemenl re-nslrvdion .roes due to lion,, Me depth of ea.M course shad be kxxMased by Z Pavement nconshudion caused by french reopening due to improper placement or rwn-approved plot cairn. .It ba pedounad at no additional cost to Do Owner. 2.02 TRAFFIC MARKINGS A. Traffic makkg paint to ba lado y-mired, meati,g Me reuuirements of Me VAOT Standard 3pacel-tlon., S.cgon 708.09. PART 3. EXECUTION 3.01 INSTALLATION A. Install 1, accordance with VAOT Standard Spedketl«m, SeCtion 106. 3 02 EXAMINATION A. V.ify bee, axdMons under Me prwision, of Solobw 02210 - Stye EaMwod, 13. V.'(, Mat mmpadad grinder base is dry and ready to support paving and knpoa ld wade. C. VadN g-ts and -anion, of base are cared. 3.03 PREPARATION A. MWCIEng Sud-s: W- a new pavement Is to malcb an axishig bituminous pavernanl for a roadwey or bench. the Contracts shag var kslly smooth Col Me a,IMft pavement. Cox ttw eaiserg grovel be.., The amooth cut sbM l be thoroughly deemed and ..led with Emulslfled Asphalt, RS-1, just prior to paving. 3.04 PREPARATION - TACK COAT A. When M. bogam Cosine of DMsnkaua corl«.e pavement is lea war Me MINE,. or paving Is to be made over an existing bilu ninous Con«ale pavement, the boating sutlers, M,SN ba clamed end F-rilaad Asphalt applied Deane the ned course I. Spoiled!. B. Also apply to contact surfaces of Curbs. C. Coal nu of manhole ant inch basin Names with oil to prevail band wIIM1 asptud paveDoho ment. Do riot.dl mat Mess, surfaces. 3.05 PLACING ASPHALT PAVEMENT A. Place to -mpWed thickness dentMed on Me plans. B. Conpact pavement by rdlirg. Do not displace or .t,d, pavement from position. Hand mmpW In areas in -,-Able to rolling a Ad nI. C. Devewp rolling M consac.IN, peens to achieve .van and smooth finish, sarpul rdbr marks. 3.06 JOINTS A. JOlnta between rill and new pav,menla or Moves. succeasWe tlay's want shell lea made sh as, to Insure a Mor«gh and Cobb... both between the oM and new m.haas. Whenever the lipreading process is IM.rupted long enough for MM..a - b ettMin is Mid stability. M. paver shall ba -moved from the mal MM, Idnt comM led. 8. Bug joints shall be fomrod by a Mixi Ma pavement in a vedkal plane at dgM angles to the - 0,01ne where are pavement has is true suds- lie "'maned by Me use of , Woiliht-edge. The bull joint shall M Mo-,Irly coaled.0 Emulsirled Asphaa Type RS-1. just poi« to deposmng Me paving mMures. C. Longitudinal join. Mat have ratan. cola snail be coated with Emulsified Asphalt, Type RS-t. bewr, Me adjw,,l at a placed. If May have Man eopos,d to traffic, they shad ba Cut back to a dean vartiW etlge prior to painting with the emulsion. 0. Unless oMerwl» drede 1, longitudinal joints shall be Cff,,t M leant W from any pint in the I- -unea d Pavement. Transrs vee jolMa shall rrot bs-th,ded rew. Man onsfool from the transverse )dribs Core-lud In lower cpusea. 3.07 TOLERANCES A. The surface will M tested by Iba Engineer using a to foot abapMaige a seledM loostwns parallel win Me -Medina. Any vMi-id, exceeding W16 of an i.h belwesn any two I oar shah be Malild-g ly ehml be provided! 10 b the Coro or. they ba usM on e verH-I arve. Tne stregnt-edges shell be prwldetl by Me Conrad«. S. Screduled Compaded Thi}neMa. within 1/4 inch, C. Variation from T.. Elevator: VV hilt 12 irch. 3.08 FIELD QUALITY CONTROL A. Pra" no-hicular "Is. on surfs-s until Moroughy cod and hard 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within one year of completion of the Contract, such pavement shall be repaired at the Contractors expense. If the Contractor fails to make such repairs promptly upon roceipt of notice to do so from the Owner, then the Owner may make such repairs as necessary and the Contractor shall pay the Owner for all costs incurred in making such repairs. 3.10 MARKING PAVEMENT FOR PARKING A. Striping - Thoroughly clean the areas to receive striping and locate all striping as indicated on the Contract Plans- All striping shall be 4" wide unless otherwise noted. B. Miscellaneous - Provide handicapped symbols and all other miscellaneous signs and symbols as indicated on the Contract Plans, END OF SECTION 02513 SECTION 02593 GEOTEXTILE FABRICS PART 1-GENERAL 1.01 SUMMARY A. This work shall consist of furnishing and placing geotexbles in underdmins, under embankments, for embankment reinforcement, under nprap and stone fill, behind retaining structures, over roadbed subgrades, and/or beneath pavement ovedays, as indicated on the plans or as directed by the Engineer. B. The rolls of geotextile shall be protected against damage and deterioration until incorporated into the project. The geotextile shall be dry at the time of installation. The geotextile shall be rejected if, at the time of Installation, it has defects, deterioration, or damage, as determined by the Engineer. C. Prior to use, the geotextile shall be stored in a clean, dry place, out of aired sunlight, not subject to extremes of either hot or cold, and with the manufacturers protective cover in place. Receiving, storage, and handling at the job site shall be in accordance with the requirements of ASTM D 4873, PART2-PRODUCTS 2.01 MATERIALS A. The geotextile shall be composed of a polymeric yam or fiber oriented into a stable network which retains its relative structure during handling, placement, and design service life. Geotextiles may be rejected by the Engineer if dimensional stability or resistance of the geotextile to ambient temperatures, acid and alkaline conditions, and micro-organismsfinsects do not appear to be satisfactory for the intended purpose. The geotextile shall meet or exceed the properties specified herein and in the special provisions. The geotextile shall be free of any chemical treatment or coating which might significantly reduce permeability. The selvage of geotextiles shall be finished such that the outer fibers are prevented from pulling away from the fabric. The geotextile shall be free of defects or tears. The material shall be protected from damage and deterioration until incorporated into the project. 2.02 DEFINITIONS A. Geotextile -A fabric manufactured specifically for use In civil engineering applications. Fibers used in the manufacture of geotexbles shall consist of long chain synthetic polymers. At least 85 percent by weight of the long chain polymers shall be polyephins, polyesters, or polyamides, polypropylenes, polyethylene, or polyvinylidene chlorides. B. Drainage Geotextile - Geotextile for installation in underdrams or other drainage locations, as directed. C. Stone Fill or Ripmp Geotextile - Geotextile for Installation behind and beneath atone fill or dprap and other erosion control applications, rock placed for slope stabilization and rock shear keys. D. Subgrade Geotextile-...I.x lla for installation on roadway subgrades ant under railroad ballast and In other material separation applications. E. Machine Dlrectionise - The long (or warp) direction of the geotextile. The cross -machine (or fill) direction is perpendicular to the machine direction. F. Minimum Average Roll Values - The minimum average roll value of any specific geotextile pmperty is the minimum average of the test results from any roll within a lot. G. Nonwoven Geotextile - A textile produced by bonding or interlocking of fibers, w both, accomplished by mechanical, heat or chemical means. H. Seam Albwence - The minimum distance from the edge of a geotextile to the stitch Una nearest to that edge. I. Seam Type -A designation relating to the essential characteristics of geotextile positioning and rows of stitching in a specified sewn seam, as shown on the plans. J. Stitch Type -A designation relating to the essential characteristics of the interfacing of sewing thread(s) in a specified seam, as shown on the plans. K. Woven Geotextiles - A textile Comprising two or more sets of filaments or yams interfaced in such a way that they result in a uniform pattem. 2.03 FACTORY SEAMS A. Where factory seams are made, the sheets of geotextile shall be sewn together using a lock -type stitch. The seams shall be sawn with a polymeric thread, i.e., at least 85 percent by weight polyolephins, polyesters, or polyamides, and shall be as resistant to detenoration as the geotextile being sewn. Nylon threads will not be allowed. The strength of the seam shall be determined by the Wide Strip Tensile method and shall be at least equal to the larger of the minimum required tensile strengths for the intended application. 2.04 FIELD SEAMS A. Where field seams will be made, the Contractor shall provide the Engineer with a field -stitched seam test sample in accordance with ASTM D 1683. The Engineer's approval will be required prior to the Contractor's production field Mitching/seaming. 2.06 SAMPLING, TEST CERTIFICATION, AND ACCEPTANCE REQUIREMENTS A. Sampling -All geotexbles shall be sampled in accordance with ASTM D 4354. The production unit used for sampling shall be a roll. B. Testing - Tests shall be performed to determine geotextile properties specified herein for the intended application(s). All geotextile property requirements are average minimum roll values. The tensile strengths shall be determined in both machine and cross -machine directions. C. Acceptance Requirement, - If the average minimum roll value for any lot Is less than the average minimum roll value specified for the application, or O any test result is less than the average mean roll value for the lot minus two standard deviations, then the lot shall be rejected. All rolls shall be clearly labeled as being part of a lot which has been certified as meeting all applicable requirements herein. D. Average minimum roll values of each of the geotexbles used shall meet the requirements specified in the attached Table 2.5 Minimum Average Roll Values for Geotextiles. 2.06 EROSION CONTROL MATTING A. Where required on the plans or where directed by the Engineer, erosion control blankets (matting) shall be North American Green C125 for swales, and SC 150 for slope stabilization, or approved equal. SITE ENGINEER: r eA CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX 485 SHELBURNE, Vf 06482 ,p2-fbS292d FAC 8p2-pBa"?111 twb: waxr.cee.H.wm DRAWN ACL cxscxpo ,E+ DSM 1:=- APPR,YND DSM --- OWNER SUMMER ICE JOINT VENTURE APPLICANT GREENFIELD CAPITAL, LLC PROJPI("1'. LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT DATE catCSID IRy1810N 0-2a-p6 pgs mis9Jr SPECIFICATIONS pRA.INc NI.MnCR AUG., 2006 ,I - NONE C-7.1 PROI, NO, 06192 PART 3-EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. The surface receiving the geotextile shall be prepared to a smooth condition free of obstruction, depressions and debris, to the neat lines and grades as shown on the contract plans, unless otherwise directed by the Engineer. Where angular aggregate or sharp objects will be in contact with the geotextile, increased geotextile strength properties will be required, as stated in Part 2. The geotextile shall not be dragged on the ground or mishandled in any way. The geotextile shall be placed loosely and without wrinkles so that placement of the overlying material will not tear the geotextile. The geotextile shall be lapped or sewn as specified, at the ends and sides of adjoining sheets. In addition to the above general requirements the following specific requirements shall be followed for the speed application: B. Geotextile Placement on Slopes - The geotextile sheets shall be placed with the machine direction oriented perpendicular to the slope. When the geotextile is placed on slopes steeper than 6H:1V, the upper sheets shall lap over the top of the lower sheets. The laps shall be securely anchored to the ground surface with pins or stakes as necessary to prevent slippage and tearing of the geotextile. Pins shall be steel or fiberglass formed as a "U", "L", or "r' shape or contain "ears" to prevent total penetration. Steel washers shall be provided on all but the "U" shaped pins. The upstream or up -slope geotextile shall overlap the abutting down -slope geotextile. At vertical laps, securing pins shall be inserted through both layers along a line through approximately the midpoint of the overlap. At horizontal laps and across slope laps, securing pins shall be inserted through the bottom layer only. Securing pins shall be placed along a line approximately two inches in from edge of the placed geotextile at intervals not to exceed 12 feet unless otherwise specified. Additional pins shall be installed as necessary and where appropriate, to prevent any undue slippage or movement of the geotextile. The use of securing pins will be held to the minimum necessary. Pins are to be left in place unless otherwise specified. C. Geotextile Placement for Streambank Protection - Where geotextlles are placed under water, or in an area where water will flow, the geotextile shall be placed with its machine direction parallel to the direction of water flow. Successive geotextile sheets shall be overlapped in such a manner that the Upstream sheet is placed over the top of the downstream sheet. The geotextile shall be adequately secured to prevent slippage. As the geotextile is placed under water, the backfill material shall be placed on it to the required thickness. The geotextile placement shall not progress more than 50 feet ahead of the backfill placement. D. Underdmins - When a geotextile is specified to line an underdmin trench, the geotextile shall be placed to conform loosely to the shape of the trench. E. Geotextiles Under Stone Fill 1. Geotextiles under riprap or stone fill shall be constructed In accordance with the details shown on the plans and the following requirements. The Contractor shall demonstrate to the satisfaction of the Engineer that the combination of the rock fill drop, height and the thickness of any sand cushion, when specified or required, are adequate so as not to puncture or damage the geotextile when placing the ripmp or stone fill. Where a sand cushion is used, it shall be a minimum of six inches thick unless otherwise specified or required by the Engineer. In addition, the following limits apply: Table 3.4 Maximum Drop Height (Feet) onto onto a sand Type of Stone Fill Geotextile Cushion Blanket ClI 3 3 Classass 11, III, IV, S Rip Rep 0 1 2. After placement of the rpmp or stone fill, all voids in the stone face that allow the geotextile to be visible shall be satisfactorily backfilled so that the geotextile is completely covered. F. Roadbed Subgrade and Railroad Ballast Separation - The subgrade shalt be prepared in accordance with Section 203 of the Standard Specifications. Construction vehicles shall be limited in size and weight such that rutting of the initial lift placed above the geotextile Is no greater than three inches deep. Ruts shall not be graded off but shall be filled with material specified by the Engineer such that a minimum of an eight Inch cover is kept over the geotextile. Turning of vehicles on the first Gft of cover material will not be permitted. The Contractor will not be permitted to use vibratory rollers on the first lift if pumping or distortion of the subgmde occurs, as determined by the Engineer. G. Silt Fence 1. The geotextile shall be attached on the up -slope side of posts in accordance with the manufacturers recommendation or as directed by the Engineer. The geotextile at the bottom of the fence shall be buried in a trench a minimum of six inches below the ground surface. The trench shall be backfilled and compacted as directed by the Engineer. 2. Either wood or steel posts shall be used. The posts shall have a minimum length of five feet and shall be embedded at minimum of 18 inches below the ground surface. The spacing of the posts shall be determined by the silt fence manufacturer or by the Engineer. 3. Wood posts shall have a minimum dimension of 2.5 inch by 2.5 inch and shall be free of defects such as knots, splits or gouges. Steel posts shall consists of either No. 6 size reinforcing steel or larger, or shall consist of ASTM A 120 steel pipe with a minimum diameter of 314 inch. 4. Sediment deposits which accumulate behind the fence shall be removed when the deposit reaches 1 /2 of the height of the silt fence above the ground surface. 5. The Contractor shall repair or replace damaged silt fence as ordered by the Engineer. The silt fence shall be completely removed prior to acceptance of the project unless otherwise directed by the Engineer. H. Turbidity Curtain 1. When used to contain sediments or pollutants from a work area which is adjacent to or under water, the fabric shall be installed to completely enclose the portion of the work area which will be under water. The Contractor shall design and construct the curtain to deflect and withstand any existing current or wave action, to be anchored continuously along the bottom, to be effective at any anticipated water level, and to prevent the escape of all sediments or pollutants into the main stream or body of water. 2. The Contractor shall repair or replace damaged or otherwise ineffective fifter curtains as ordered by the Engineer The Contractor shall remove material accumulated behind the filter curtain as directed by Engineer. 3. The Contractor shall remove the fitter curtain and all supporting and anchoring material prior to acceptance of the project unless otherwise ordered by the Engineer. 4. The design, construction and maintenance plan for the fitter curtain installation shall be acceptable to the Engineer before installation of the curtain begins. I. Protection of Geotextile - Traffic or construction equipment will not be perrnitted to travel direc0y on the geotextile. The geetextits shall be protected at all times tluring construction from contamination by surface runoff and construction activities. The geotextile shall be covered with the specified cover material as soon as possible; uncovered conditions shall not exceed 7 days. Specified cover material shall be placed on the geotextile in such a manner that the geotextile is not tom, punctured, or shifted. The minimum cover layer shall be eight inches thick or twice the maximum aggregate size, whichever is thicker, before construction equipment is allowed over the area of the geotextile. End -dumping of aggregates from trucks directly on the geotextile will not be permitted. J. Repair of Geoterdi -All geotextile that is tom uncured or p 9 p contaminated during construction shall be repaired or replaced by the Contractor. The repair shall consist of a patch of the type of geotextile placed over the affected areas. The patch shall overlap the existing geotextile a minimum of three feet from the edge of any part of the rupture. Where geotextile seams are required to be sewn, any damaged sheets shall be repaired by sewing, unless otherwise indicated on the plans, in the contract, or as directed by the Engineer. K. Overlaps - Minimum overlap requirements are listed in the following table: Minimum Overlap Requirements Underdrain 1' Geotextiles Under Class 18 II Stone Fill 2' Geotextiles Under Ripmp S Classes III 6 IV Stone Fill Stone Fill 3' Roadbed Subgrade Stabilization 3' Roadbed Subgrade Separation 2' Geotextile Under Railroad Ballast V In the event that the specified overlap is not sufficient, as determined by the Engineer, the overlap shall be increased to provide adequate coverage or the geotextile shall be sawn together in the field. if field sewn, the requirements of Section 3.12, Field Seams, shall apply. L. Field Seams 1. Field seams shall be sewn with polymeric thread, consisting of polypropylene, polyester, of Kevlar and shall be as resistant to deterioration as the geotextile being sewn. The thread shall be of a contrasting color with the geotextile being sewn, and shall be made such that the stitches are exposed for inspection when the geotextile is placed. Thread shall be as resistant to ultraviolet light as the geotextile being sewn. 2. Stitching Equipment - The stitching equipment shall be such that it will provide an acceptable lock -type stitch, as recommended by the geotextile manufacturer and approved by the Engineer. 3. Stitch Requirements - Two rows of lock -type stitching shall be used to make the seam. The two rows of stitching shall be 1/2 inch apart with a tolerance of +/-1/4 inch and shall not cross, except for restitching. 4. Minimum Seam Allowance - The following table indicates the minimum required seam allowance, i.e. the minimum distance from the geotextile edge to the stitch line nearest to that edge. Seam Type (See Plans) Minimum Seam Allowance (in.) Flat, or Prayer, Seam Type SSA-1 112 "J" Seam, Type Ssa-1 1 Butterfly -folded Seam, Type SSd-1 5. Seam Type - The Contractor shall obtain the geotextile manufacturers recommendation for the type of seam and stitch to be used. If the Contractor does not provide the foregoing technical information, then the Contractor shall use a'7 seam with two passes of a lock -type stitch which places at least three stitches per inch of sewn seam. This seam will be tested as required by these specification. The prayer seam (flat) can be used for repair of damaged in -place geotextile. PART 4-MEASUREMENT 4.01 METHOD OF MEASUREMENT A. The accepted quantities of geotextile fabric will be measured by the square yard as determined by the actual surface measurements of the lengths and widths of the installed areas. PARTS -PAYMENT 5.01 BASIS OF PAYMENT A. The accepted quantities of geotextile fabric will each be paid for at the contract unit price per square yard complete in place. MINIMUM AVERAGE ROLL VALUES FOR GEOTEXTILES Roadbed Railroad Under Underdrain Geotextile Test Subgrade Ballast Slone Trench Silt Turbidity Property _ _ Method Separator Separator Fi1P Lining* _. Fence Curtains 1. Grab Tensile ASTM Strength (Ibs) D4632 300 180 240 90' 90 200 2. Grab Tensile ASTM 20 min Elongation (%) D4632 20 20 15 50 max 45 Ibs 3. Burst ASTM Strength (psi) D3786 600 400 430 130' 4. Puncture ASTM (Ib3) D-3787 120 100 80 80 120 5. Trapezoidal ASTM Tear Strength D-4533 120 100 50 50 50 (Ibs) 6. Apparent ASTM Opening Size 04751 >50 70 >50 >50 20 70 (Steve Size) 7. Permitivity ASTM (0.1 cm/B) (0.01 (0.01 (secl) D4491 0,30 cm/s) cm/s) 0.01 8. UV Resistance ASTM (%Strength D4355 70 70 Retained) 9. Other woven nonwoven woven woven only nonwoven only, slit only 12" min. slit film not film not overlap permitted permitted ' Where angular aggregate larger than 4" size or sharp objects will be in contact with the geotextile, or if Me trench is deeper than 10 feet, then the minimum Grab Tensile Strength and Buret Strength shall be increased to 180 lbs. and 290 psi, respectively. " For fabrics to be placed underwater, the specific gravity of the geotextile shall be >1.00. END OF SECTION 02593 SECTION 02700 WATER SUPPLY SYSTEM PART 1 -GENERAL 1.01 SUMMARY A. Section includes: 1. Pipe Materials 2. Hydrants 3. Valves 4. Fittings 5. All other appurtenances necessary to complete the water main system as shown on the Contract Plans. 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessories specified, indicating compliance with requirements to the Engineer and local municipality. 1.03 QUALITY ASSURANCE A. All materials and the installation procedure shall be in accordance with the Department of Environmental Conservation, Water Supply Division and the applicable construction ordinances of the local municipality. PART 2-PRODUCTS 2.01 GENERAL A. Furnish ells, tees, reducing tees, wyes, couplings, Increasers. crosses, transitions and end caps of the same type and class of material as the conduk, or of material having equal or superior physical and chemical properties as acceptable to the Engineer as necessary to complete the water system. 2.02 DUCTILE IRON WATER PIPE A. Pipe shall be Tyton Ductile Iron Class 52 (sizes as shown on the plans) conforming to current ANSI/AWWA C151/A21.51 latest revision. Push-onjoint pipe shall be minimum thickness Class 52. Push -on joint accessones shall conform to applicable requirements of ANSUAVWVA C11 IW1.11. B. Pipe shall be cement mortar lined on the inside in accordance with ANSI Specification A21.4 except that the cement lining thickness shall not be less than 1 /8 inch. A plus tolerance of 1181nch will be permitted. C. Pipe shall be given an interior bituminous coaling in accordance with ANSI Specification A21.4 and an exterior bituminous coating of coal, tar or asphalt base in accordance with ANSI Specification A21.51. 2.03 FITTINGS A. Ductile iron fittings shall conform to AVAVA C153 and ANSI Specification A21.10, 350 PSI working pressure. B. All M.J. fittings shall have mega -lug glands for additional joint restrain. C. Bolts shall conform to ANSI Specification A21.10/AWWA C111. 2.04 TAPPING SLEEVES NOT APPLICABLE A. Tapping sleeves shall be of the split sleeve design, constructed with two solid half -sleeves bolted together. Sleeves shall be full -wrap and full gasket stainless steel, shall have a working pressure of at least 200 psi, and shall have mechanical joint ends with end and side gasket seals. B. All iron body tapping sleeves shall be provided with a 3/4" NPT test plug, or other provisions must be made for air testing the valve and sleeve at maximum working pressure, prior to tapping. C. All bolts and nuts for mechanical joints of tapping sleeves shall be of high -strength cast iron or hign-strength, low -alloy steel conforming to ANSUAWWA C 11 I IA21.11-90. D. All bolts and nuts for flanged joints of tapping sleeves shall be of AISC Type 304 stainless steel. E. All bobs and nuts shall be sound, clean, and coated with a rust -resistant lubricant; their surfaces shall be free of objectionable protrusions that would interfere with their fit in the made-up mechanical or flanged joint. F. All bolts and nuts used with all pipe sleeves shall, upon final tightening and testing, be brush coaled heavily with bitumastic cold -applied material to thoroughly cover all exposed surfaces of the bolts and nuts. 2.06 TAPPING VALVES NOT APPLICABLE A. Tapping valves shall conform to ANSUAW WA C509-87 Standard for Resilient -Seated Gate Valves for Water and Sewage Systems, except as modified herein. Valves shall open counterclockwise and shall have a minimum working pressure of 200 psi. Inlet flanges shall be Class 125 conforming to ANSI Specification B16A or ANSI/AW WA Cl 1 11 O/A21.10, and outlet connection shall be Standardized Mechanical Joint unless specified otherwise on the Contract Plans for the type of pipe required for the branch or lateral pipeline. B. Buried tapping valves shall be provided with a 2 inch square wrench nut and shall be Installed with a cast iron valve box as required to allow positive access to the valve operating nut at all times. In installations where the depth from grade to top of valve operating nut is greater than 67, a valve stem riser shall be provided and installed such that the depth from valve stem riser nut to grade is from *W to &0" (minimum length of valve stem riser is 2'0" ). Valve stem riser shall be of high strength steel and of welded construction. 2.06 GATE VALVES A. Valves shall be manufactured to meet all requirements of AV WA Specification C509-87. Valves 12 inches and smaller shall be bubble fight, zero leakage at 200 psi working pressure. Valves shall have non -rising stems, open counterclockwise, and be provided with a 2 inch square operating nut with arrow cast in metal to indicate direction of opening. Each valve shall have makers name, pressure rating and year In which manufactured cast on the body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to twice the specified working pressure. Gate valves shall be Mueller, Dressor, Kennedy or those approved by the City of South Burlington. B. Buried valves shall be installed with a valve box. 2.07 VALVE BOX A. Cast iron New England style slide -type, 5 114 inch shaft, 6 foot trench depth. B. Cover shall be cast iron, marked'WATER" and indicating direction of opening. 2.08 HYDRANTS A. Mueller or Kennedy M/JI Shoe N 5 1/4 A, 24015 I.M.P. with 6 foot minimum bury and National Standard thread. The hydrants shall have at least 12 Inches between the bottorn of the steamer cap and the ground. The Contractor shall verify the hydrant requirements with the local water department. 2.09 COPPER SERVICES NOT APPLICABLE A. Corporations shall be Waterworks Brass and manufactured in accordance with AW WA C800. Corporations shall have Mueller threads, adopted as AW WA Figure i, at the inlet and a compression -type fitting at the outlet. Both inlet and outlet shall be of the same sae. Corporations shall be directly tapped into ductile iron pipe. In no other Instance, except when a tapping sleeve and valve is used, shall a tap be made without a Corporation. Corporations shall be Mueller or equal. B. Curb stops shall be inverted key type manufactured by Waterworks Brass in accordance with AWWA C800. The curb stop shalt open left and have a positive stop. No curb stop shall have the ability to drain the service line. Both inlet and outlet of the curb stop shall have compression -type fittings. The tee head of the curb stop shall have provisions for the connection of a service rod. Curb stops shall be Mueller 15200 or approved equal. C. Copper tubing shall by Type "K", soft temper, conforming to ASTM B88. The name of trademark of the manufacturer and type shall be stamped at regular intervals along the pipe. D. Curb boxes shall be of the sliding adjustable type capable of adjusting from 5 feet to 6 feet. The base of the box shall be arch type so as to prevent the box from resting directly on the curb stop. The adjustable upper section shall be suitable for use with the associated curb stop. PART 3 - EXECUTION 3.01 INSTALLATION PROCEDURES she A. Installation of all water lines shall be in accordance with AWAA C 600 latest revision. B. All pipe and fittings shall be inspected and tested in accordance with the manufacturer's specifications and the aforementioned AW WA Specifications. The Contractor shall furnish for approval certification from the pipe manufacturer that all fasts have been performed with satisfactory results. Pipe shall not be installed without the Engineers approval. C. Pipe, fittings, and accessories shall be carefully handled to avoid damage. Prior to the date of acceptance of the project work by the Owner, the Contractor shall replace any new pipe or accessory found to be defective at any time, including after installation, at no expense to the Owner. D. All pipe showing cracks shall be rejected. If cracks occur in the pipe, the Contractor may, at his own expense and with the approval of the Engineer, cut off the cracked portions at a point at least 12" from the visible limits of the crack and use the sound portion of the pipe. E. All pipe and fittings shall be cleared of all foreign matter and debris prior to installation and shall be kept clean until the time of acceptance by the Owner. F. The pipe shall be laid to conform to the lines and grades indicated on the drawings or given by the Engineer. Each pipe shall be so laid as to forth a close joint with the next adjoining pipe and to bring the inverts continuously to the required gentle. G. At all times, when the pipe laying is not actually in progress, the open ends of the pipe shall be closed by temporary watertight plugs or by other approved means. If water is in the trench when work is resumed, the plug shall not be removed until all danger of water entering the pipe has passed. The pipe shall be installed in trenches and at the line and grade shown on the Contract Plans. Any deflection joints shall be within the limits specified by the manufacturer. H. All piping and appurtenances connected to the equipment shall be supported so that no strain will be imposed on the equipment. If the equipment manufacturer's specifications include that piping loads are not to be transferred, the Contractor shall submit certification of compliance. I. For pressure piping, concrete thrust blocks shall be installed at all unrestrained fittings and other locations as indicated on the Contract Plans. Minimum bearing area shall be as shown on the Contract Plans. Concrete shall be 2,500 psi. Concrete shall be placed against undisturbed material and shall not cover joints, bolts or nuts, or interfere with the removal of any joint. Wooden stye forms shall be provided for thrust blocks. J. Reserved. K. A minimum separation of 18" vertical and 10' horizontal shall be maintained between the outside of all water and sewer lines unless a variance Is granted by the Water Supply Division. L. There shall be no physical connection between the distribution system and any pipes, pumps, hydrants, or tanks which are supplied or may be supplied with a water that is, or may be contaminated. M. The Contractor shall take all necessary precautions to prevent flotation of the pipe in the trench. N. All trenching safety standards shall be in conformance with all applicable State and Federal guidelines. The Contractor shall be solely responsible for any safety citations by State or Federal inspectors. 3.02 SETTING OF VALVES AND FITTINGS A. Valves, filings, plugs, and caps shall be set and joined to pipe in the manner specified above for laying and joining pipe. she B. Valve boxes are to be Installed on all buried valves. The boxes shall be cast iron with a minimum 5 1/4" diameter and long enough to extend from the valve to finished grade. The boxes shall enclose the operating nut and Mulling box of the valves. Valve boxes shall not transfer loads onto the valve. C. Covers shall be close fitting and dirt tight with the top of the cover flush with the top of the box rim. Covers shall be marked "WATER" with an arrow indicating the direction of opening. 3.03 SETTING OF HYDRANTS A. Hydrants shall be located as shown or as directed so as to provide complete accessibility and minimize the possibility of damage from vehicles or injury to pedestrians. B. When placed behind the curb, the hydrant barrel shall be set so that no portion of the pumper or hose nozzle cap will be less than 6 inches nor more than 12 inches from the gutter face of the curb. C. When set in the lawn space between the curb and the sidewalk, or between the sidewalk and the property line, no portion of the hydrant or nozzle cap shall be within 6 inches of the sldewalk.ed. D. All hydrants shall stand plumb and shall have their nozzles parallel with, or at right angles to, the curb, with the pumper nozzle facing the curb, except that hydrants having two hose nozzles 90 degrees apart shall be set with each nozzle facing the curb at an angle of 45 degrees. Hydrants shall be set to the established grade, with nozzles at least 12 inches above the ground, as shown or as directed by the Engineer. E. Each hydrant shall be connected to the main with a 6 inch cast iron branch controlled by an independent six inch gale valve, unless otherwise specified. F. The waste opening of all hydrants will be securely plugged. 3.04 DISINFECTION A. Disinfection of the pipeline shall be directed by the Engineer and costs for all water, materials, equipment and labor to perform the required testing shall be at the Contractors expense. AWWA Standard C-651 (latest revision) shall be used as a basis for the disinfection process. All disinfection/testing shall be completed by an independent third party unless otherwise approved by the Engineer or local municipality. B. The Engineer will require as minimum: 1. Complete flushing of the pipeline to wash out all dirt, debris, etc. which may have accumulated in the pipeline during construction. 2. Following flushing (to clean clear water), the Contractor will add chlorine to the entire pipeline volume of water such that the water will have not less than 25 mg/L free chlorine, and let the mixture set for at least 24 hours. 3. After the 24 hour duration, the water in the pipeline shall be tested for residual free chlorine and must contain a minimum of 10 mg/L chlorine. If less than 10 mg/L are found, then the disinfection procedure shall be repeated until at least 10 mg/L chlorine residual is indicated by test. 4. Upon successful completion of the steps above, the pipeline shall be flushed again unfit the chlorine concentration in the pipeline is no higher than that prevailing in the supply system, After this final flushing and before the pipeline is placed in service, bacteriological samples shall be collected on two consecutive days, and submitted to the Vermont Health Department for anatysis.n If the initial disinfection fails to produce samples which pass the Vermont State Health Department requirements for potable drinking water, then the process shall be repeated until satisfactory results are obtained. Upon satisfactory results by the Vermont State Health Department, the pipeline may be placed in service. 3.05 PRESSURE AND LEAKAGE TESTS A. The Contractor shall furnish all gauges, testing plugs, caps and all other necessary equipment and labor to perform leakage and pressure tests in sections of an approved length. Each valved section or a maximum length of 1,000 feet of pipe shall be tested. The Contractor shall provide at his own expense any additional taps to the water line necessary to perform the pressure and leakage test between valves. All disinfection/testing shall be completed by an independent third party unless otherwise approved by the Engineer or local municipality. B. All water required for testing shall be potable. All testing shall be conducted in the presence of the Engineer. SITE ENGINEER: f CIVIL ENGINEERING ASSI'>CIA7ES. INC. P.O. BOX 485 SHELBURNE, VT 05482 602-Ba529T9 FAI[' BOt.P9641r1 xaD.www.ara[cdn n.t IeCHT9 R6 DRARN ACL CHECCRD �C 11 DSM - .1PPROV6D /� � � DSM OWNER: SUMMER ICE JOINT VENTURE APPLICANT: GREENFIELD CAPITAL, LLC PROJECT. LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT UTL cBac"D 0-24-as Dar rn eve SPECIFICATIONS DRAIrINp NUMBER AUG., 2006 NONE C-7"2 06192 C. The Contractor shall make the necessary provisions to tap the pipe at 3.03 PREPARATION local municipality's standards. Inverts shall have the D. Air Testing: Low pressure air testing shall be conducted in Sit 'E ENGINEER: the high point to release all air and shall plug same after completing the test. A. Hand trim excavation (where necessary) to required elevations. Coned exact shape of the sewer to which they are connected, and accordance with the following procedures: Hydrants or blowoffs located at high points may be used for air release in lieu over -excavations with fill material. any change in size of direction shall be gradual and even. 1. Each end of the test section shall be plugged, capped b_ All pipes and other openings into the manhole shall of taps if approved by the Engineer. end braced. Necessary safety precautions shall be taken be suitably plugged in a manner to prevent F B. The slopes shall be graded to match the grade as shown on the plans. C. All manholes are to be provided with copolymer I prpolypropylene to prevent blowouts and possible injury. displacement. D. For the pressure test, the Contractor shall develop and maintain for two Where required, end sections shall be placed and backfilled to prevent plastic steps with steel reinforcement 12 inches on center. 2. An air, hose shall be connected to a tapped plug used for c. A plate with an inflatable rubber ring the size of hours 150% of the working pressure or 200 psi, whichever is greater. Failure undermining. an air Inlet. The hose will be connected to the air the top of the manhole shall be installed by to hold within 5 psi of the designated pressure for the two-hour period D. All manholes shall be provided with rough, grey, cast iron control equipment, which shall include valves and inflating the ring with air to pressure adequate to CIVIL ENGINEERING ASSOCIATES. INC. constitutes a failure of the section tested. C. Remove large stones other hard matter which could damage drainage manhole frames and covers. All Iron castings shall be pressure gauges. These shall allow air to enter the prevent leakage of air between the rubber ring and P.O. Box 485 3HELBU6NE, N 05182 is structures or impede consistent backfllling or Compaction. thoroughly cleaned and Men coaled with hot tar before being sewer test line, monitor air pressure in the sewer, shut Me manhole wall. eoz-aesaaas Far: eoa-sesaaar »sn: nww-cwN.m„� E. No pipe installation shall be accepted rt the leakage is greater than that delivered. Frames and covers shall be LeBaron LC 266, or an oft air, and provide pressure reduction and relief. The Cl. Air shall then be pumped out of the manhole through determined by the following formula: 3.04 INSTALLATION OF PIPE approved equal, and have a minimum weight of 400 pounds. monitoring pressure gauge shall have a range of 0-10 psi an opening in the plate until a vacuum Is created _ with divisions of 0.10 psi and accuracy of 0.05 pslt. inside of the manhole equal to 10 Inches of mercury aw.en L= ND(p)"0.5 or L= SD(p)"0.5 A. Pipe shall be installed in accoMance with Section 02225.1101ity E. Precast risers and bases for manholes shall conform to ASTM 3. The air compressor and air supply shall be connected to on an approved vacuum gauge. The removal of air filled 7400 133200 Trenching and Backfilling. Specification C478. The pipe opening in the precast the test line and the test section slowly, until shall then be stopped and the test begun. ACL Whichever is less 305 INSTALLATION OF DRAINAGE STRUCTURES manhole system shall have a castln-place flexible gasket or an equivalent system for pipe installation as approved by a constant pressure of 4.0 psig is maintained. 4. A pressure above 3.0 psig shall be maintained for at e. The manhole shall pass this test 0 the vacuum holds at 10" Hg or drops no lower than 9" Hg within the CHECKED . the Engineer. Joints between manhole risers shall be 1" least five minutes to allow the temperature to following times: DSM A Precast concrete structures minimum width flexible gasket or approved equals. stabilize. A check for leaks shall be made and if any Time S = Length of Pipe Testing are found, the pressure shall be released and the Depth of 4' Manhole Minutes Seconds •EEaovED L = Allowable Leakage in Gal/Hr 1. Place precast concrete structures and covers as shown on the Contract 2.05 CLEANOUTS fitting replaced or repaired. 0' - 10, 2 0 . DSM D = Nominal Diameter of Pipe P) Plans. 5. After the stabilization period, the pressure shall be 10' - 15, 2 30 OWNER: P = Average Test Pressure (Psi) A. Cleanouts for gravity sewers and force mains shall be adjusted to 3.5 psig and the air supply disconnected. 15' - 20' 3 0 9 (P ) 2. Where manholes occur In pavement, set tops of frames and covers flush N =Number of Joints in the Pipeline Tested with finish suface provided at locations indicated on the plans or as directed 6. Measure and record the time interval for the test line 20' - 25' 3 30 3. Provide rubber joint gasket complying with ASTM C443. by the Engineer. Cleanout frames and covers shall be of pressure to drop from 3.5 psig to 2.5 psig. All testing shall be conducted in accordance with AWWA C600 (latest tough gray cast iron. Castings shall be true to pattern and T If the groundwater table is above the pipe. increase I. If the vacuum drop exceeds i" Hg during the SUMMER ICE revision). 3.06 INSTALLATION OF STONE FILL free from flaws. The bearing surface of ceanout frames and above test pressures 0.5 psig for each foot the specified time periods, the manhole shall be covers against each other shall be machined to give groundwater is above the invert of the pipe. resealed and Steps 2 through 5 above repeated until JOINT VENTURE F. Should any section of pipe fail either Me pressure or leakage teat, the A. Place stone fill as shown on Contract Plans. continuous contact throughout their circumference. 8. The requirements of this specification shall be the vacuum holds for the specified time. Contractor shall do everything necessary to locate and repair or replace the considered satisfied if the time required in seconds for APPLICANT: defective pipe, fittings or Joints at no cost to the Owner. END OF SECTION PART 3 - EXECUTION the pressure to decrease from 3.5 to 2.5 psi greater than the average back pressure of any groundwater that g. After the manhole passes the vacuum test it shall 3.06 COPPER SERVICE CONNECTION NOT APPLICABLE 3.01 GENERAL may submerge the pipe is not less than that computed be backfilled carefully so that no leaks are SECTION 02730 - SANITARY SEWER SYSTEMS according to the following table: created. If the manhole is disturbed in any way GREENF/ELD A. General Requirements The Contractor shall install copper services as A. Care shall be exercised by the Contractor to avoid during backfill, it shall again be vacuum tested indicated on the Contract Plans or as directed by the Engineer. Each service disrupting the operation of existing sanitary sewer Minimum Test Time for Various Pipe Sizes according to Steps 1 through 5 above. If the shall consist of a corporation, curb stop, Copper tubing, and a curb box with PART 1 - GENERAL facilities without prior written approval of the Engineer. manhole fails the vacuum test, the Contractor shall CAPITAL, LL C service rod. Corporation shall be attached to the ductile iron pipe by means Diameter (Inches) Time (Sec./100 Ft.) test the manhole using the manhole exfiltration PROJECT: of a direct tap. 1.01 SUMMITRY B. When existing underground utilities not scheduled for test. removal or abandonment are encountered in the excavation, 4 18 h. The Contractor shall provide the Engineer with a The capper service shall be extended beyond the curb stop, if required, A. Section Includes: Was they shall be adequately supported and protected from 6 45 written leg each manhole leakage last result, ass shown on the plans. 1. Gravity Pipe damage. Any damage to utilities shall be repaired promptly 8 75 I. Manholes shall be tasted and accepted prior to 2. Manhole Structures and Appurtenances at no additional Cost to the Owner. 10 90 building manhole inverts. C. Building Service Construction Methods: The Contractor shall make all 3. Pressure Sewer Pipe 12 110 l7 li LOGIC necessary taps into the water main and will install for each building an C. Installation of pipe shall be in accordance with Section 3.07 PRESSURE PIPE TESTING approved brass corporation stop. The Contractor shall also connect the B. Related Sections: 02225- Utility Tranching and Backfilling and as specified 3.05 MANHOLES SUPPLY copper service pipe to Me flanged joint, which shall be connected to the 1. Section 02225 - Utility Trenching and Backfilling by this section. A. General: All force mains shall as pass the hydrostatic brass curbstop with the inlet and outlet for the appropriate copper service A. The excavation shall be to the depth indicated on the plans pressure test and leakage test described herein. Prior to pipe. Such curbstop shall be located not less than 5'.6" below the ground 1.02 SUBMITTALS 3.02 BEDDING FOR PIPE or ordered by the Engineer, and carefully shaped and graded. testing, all anchors and braces shall be installed. All INC. surface and shall be accessible from the surface through an approved valve concrete thrust blocks and restraints shall be in place and box A. Produd Data: Submit published data from manufacturers of A. The bedding material shall be shaped to fit the pipe for a B. Manhole sections shall be precast concrete and shall Conform cured at least seven days. All buried pipe shall be products and accessories specified, indicating Compliance depth of not less than 10 percent of its total height and to the dimensions indicated on the plans or ordered by the backfilled. Suitable test plugs shall be installed and air LOT 10 END OF SECTION 02700 with requirements. shall have recesses to receive the bell. Engineer release valves shall be installed at the high points. MEADOWLAND BUSINESS PARK SOUTH BURLINGTON 1.03 QUALITY ASSURANCE 3.03 LAYING PIPE C. Channels, Inverts and floor areas for sewer manholes shall B. Hydrostatic Test: The following procedure shall be used: SECTION 02725 be constructed of brick and mortar or concrete. Inverts 1. All air release valves shall be opened and the pipe VERMONT A. All sanitary sewer materials and construction of same shall A. In general, sewer pipe shall be installed in accordance with shall have the exact shape of the sewer to which they are shall be filled with water at a rate not to exceed the be as shown on Me Contract Plans and shall meet the the latest detailed instructions of the manufacturer. connected and any change in size or direction shall be venting capacity of the air release valves. DRAINAGE requirements of the State of Vermont Agency of Natural gradual and even. All construction of sewer manholes must 2. The water pressure shall be raised to 150 percent of the PART 1 -GENERAL Resources (Department of Environmental Conservation) and the B. The laying shall begin at the outlet end and the lower be carried out to insure watertight work. designed operating pressure or 60 psi minimum at the _ - 1.01 SUMMARY Public Works Standards and Specifications of the local segment of the pipe shall be in contact with the shaped highest point. municipality. bedding throughout 4s full length. Bell or grooved ends of D. The required courses of brick shall be placed on top of the 3. Failure to hold the designated pressure within 5 psi of A. Section includes. rigid pipes and the circumferential laps of flexible pipe concrete to the elevation indicated on the plans or ordered the specified test pressure for the two hour period PART 2 - PRODUCTS shall be placed facing upstream by the Engineer. Brick shall be laid in an appropriate I constitutes a failure of the section tested. I. Drainage pipe and appurtenances. manner by a competent mason. After the bricks are laid the 2. Drainage structures. 2.01 GENERAL C. All pipe and fittings shall be carefully examined for joints on the inside of the brick masonry shall be neatly C. Leakage Test. The following procedure shall be used: defects and no pipe or fittings shall be laid which are pointed. The outside surface of the brick shall be covered i. Leakage shall be defined as the quantity of water that B. Related Sections: A. Furnish ells, tees, reducing tees, wyes, couplings, known to be defective. If any defective piece is discovered with mortar of the same quality as used for laying the must be supplied into the pipe being tested to maintain increasers, crosses, transitions and end caps of the same after laying, it shall be removed and replaced at the bricks so that a reasonably smooth surface is obtained. pressure within 5 psi of the specified lest pressure. 1. Section 02225 - llfility Trenching and Backfilling type and Class of material as the conduit, or of material Contractors expense. All pipes and fittings shall be 2. No pipe installation shall be accepted if the leakage is having equal or superior physical and chemical properties as cleaned before they are laid and shall be kept clean until E. The cast iron frame shall be set as indicated on the plans greater than that determined by the following formula: 1.02 SUBMITTALS acceptable to the Engineer to provide a complete and accepted in the completed work in a full mortar bed. The grade or cover shall be properly operable system placed in the frame. L= ND(P)"0.5 A. Manufacturers technical data for D. The pipe shall be laid to conform to the lines and grades 7,400 2.02 PVC GRAVITY SANITARY SEWER PIPE indicated on the drawings or given by the Engineer. Each 3.06 MANHOLE TESTING Whichever is less 1. Pipe and appurtenances. pipe shall be so laid as to form a close joint with the next L= SD(P)^OS 2. Structure. A. PVC sewer pipe shall conform in all respects to the latest adjoining pipe and to bring the inverts continuously to the A. Manholes shall be tested separately by one of the following 133,1D0 revision of ASTM Specifications D-3034 or F679, Type PSM required grade, two procedures: PART 2 - PRODUCTS Polyvinyl Chloride (PVC) Sewer Pipe and Fittings, SDR 35 1. Exfiltration Leakage Test: All pipes and other openings S = Length of Pipe Testing 2.01 GENERAL REQUIREMENTS pipe. All pipe and fittings shall be dearly marked as E. The Contractor shall take all necessary precautions to into the manhole shall be suitably plugged and the plugs L = Allowable Leakage in Gal/Hr follows: prevent flotation of the pipe in the trench_ braced to prevent blowout. D = Nominal Diameter of Pipe A. Furnish ells, tees, reducing tees, wyes, couplings, increasers, crosses, - Manufacturers Name and Trademark i) P = Average Test Pressure (psi) p type and Class of material as Me transitions and end caps of the same -Nominal Pipe Size (as shown on plans) F. When pipe laying La not in progress, the open ends of the The manhole shall then be filed with water to the top N =Number of Joints th the Pipeline Tested conduit, or of material having equal or superior physical and chemical - Material Designation 12454-C PVC pipe shall be closed with temporary watertight plugs. If of the cone section. A period of time may be permitted, properties as acceptable to the Engineer. water is in the trench when work is resumed, the plug shall it the Contractor so wishes, to allow for absorption. All testing shall be conducted in accordance with AW WA tttmnon - Legend "Type PSM SDR 35 PVC Sewer Pipe" or not be removed until all danger of water entering the pipe At the end of this period, the manhole shall be refilled C600-87 or latest revision. oAn CHECKED o-xr-ar osr m isaiE 2.02 DRAINAGE PIPE AND PERFORATED PIPE "PS 46 PVC Sewer Pipe" is eliminated. to the top of the cone, if necessary, and the measuring - Designation ASTM D-3034 or F679 time of at least four hours begun. At the end of the A If the Contract Plans do not specify a particular type of pipe, at the G. For force mains, concrete reaction blocking shall be test period, the manhole shall be refilled to the top of END OF SECTION 02730 Contractors option, the following materials may be used: B. Joints shall be push -on type using elastomeric gaskets and provided as detailed at all bends deflecting 221/2 degrees or the cone, measuring the volume of water added. This - - shall conform to ASTM D-3212. The gaskets shall be factory more. At the Contractors option, retainer glads may be amount shall be converted to gallons per vertical foot 1. Polyvinyl Chloride pipe conforming to ASTM Specification D3034 or installed. The pipe shall be fumished in nominal 13 foot used at bends in lieu of concrete blocking. Retainer glands depth for 24 hours. The leakage for each manhole shall - - F679, (PVC) sewer pipe and fittings SOR 35. lengths. Sufficient numbers of short lengths and full shall also be provided at all joints within three pipe not exceed one gallon/vertical fool/day. If leakage _ 2. Corrugated Polyethylene pipe and fittings (smooth Interior) meeting the machine fittings shall be provided for use at manholes and lengths each side of the bends, exceeds the allowable rate, repairs shall be made as requirements of AASHTO W294 and M-252. connections. All connections will require the use of approved by the Engineer and the manhole retested. manufactured fittings. Field fabricated, saddle -type 3.04 GRAVITY SEWER PIPE TESTING 2.03 CONCRETE STRUCTURES connections will not be considered acceptable. If the Contractor elects to backfill prior to testing, -- A. The Contractor shall provide all necessary equipment and the testing shall be at his own risk, and it shall be A. ASTM C478, sized as Indicated. 2.03 PVC PRESSURE SEWER PIPE instrumentation required for proper completion of the incumbent upon the Contractor to determine the reason flushing and testing. Quality of water, test procedures, for any failure of the test. No adjustment in the 2.04 METAL ACCESSORIES A. PVC pipe shall conform in all respects to the latest and method of disposal of water shall be approved by the leakage allowance will be made for unknown causes such SPECIFICATIONS revisions of ASTM Specifications D-2241. All pipe and Engineer. Prior to testing, flush with water to remove as leaking plugs, absorption, etc. It will be assumed A. Manhole frames and covers: fittings shall be SDR 26 clearly marked as follows: construction debris. that all loss of water during the test is a result of leaks through the joints or through the concrete. 1. Grey cast Iron, ASTM A48, as shown on plans. - Manufacturer's Name and Trademark B. All tests shall be made in the presence of the Engineer. Furthermore, the Contractor shall take any steps PART 3 - EXECUTION - Nominal Pipe Size (as shown on plans) Preliminary tests made by the Contractor without being necessary to assure the Engineer that the water table is 3.01 INSPECTION -Material Designation 12454-A PVC ASTM D-1784 observed by the Engineer will not be accepted. The Engineer below the bottom of the manhole throughout the test. will be notified at least eight hours before any work is to 2. Vacuum Test'. This method of testing manholes for A. Examine the areas and conditions under which storm sewer system work B. Joints shall be push -on type using elastomeric gaskets be inspected or tested. leakage involves the use of a device for sealing the top is to be installed and notify the Engineer in writing of conditions detrimental factory installed Conforming to ASTM Specification 0-3212. of the manhole cone section and pumping the air out of to the proper and timely completion of the work. Do not proceed with the C. The maximum sewer length to be tested at one time shall be the manhole, creating a vacuum and holding this vacuum , senor a our s work unfil unsatisfactory conditions have been Corrected. 244 MANHOLES that length between any two manholes. for a prescribed period of time. The procedure for this 3.02 GENERAL A. Manholes shall be sized as indicated on the plan and shall test is as follows: a. All lifting holes and exterior joints shall be AUG, 2006 be precast concrete with a monolithic base and shall conform filled and pointed with an approved non -shrinking A. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be to the latest version of ASTM Specification C478. mortar. The completed manhole shall not be backfilled prior to testing. Manholes which have sc'�ce NONE C - 7 adequately supported andprotected from damage. Any damage to utilities B. Shelves shall be Constructed with concrete having a minimum been backfilled shall be excavated to expose the "3 shall be repaired promptly at no additional cost to the Owner. compressive strength of 3,000 psi at 28 days. Inverts for entire exterior prior to vacuum testing or the sewer manholes shall be as shown on the plans and details manhole shall be tested for leakage by means of the �6192 and shall be constructed with concrete or brick, as per the exfiltration leakage test. I i K ce' NEW 15" 14OPE WIPES / RUf=339.22 IYV.=336.3 / I. 336.1 r -' •/ O / 7Z LE IN STRUCT I l 1 11 11 / L- �4. INV.(IS" 16.z 1 I 1 I� 11 - - - - - - - - - - - - -- \ ! _ 1 I I1111 I. 340 - - _ •-> ♦ ` -) — - _ -- _' - f/ Tot I I l l l r I. ��♦\•`_'- ` - _ %//lr� _._ +-� _ -b--\o U o q°/ s° �Q>-"4`-39 r o cl I 1111 I 94it 4•Ms 4 1 11j1 *~ /$ �� i i �-��-_�_� �- - - �-�-�---_ _ -. _ - - `pR p.11V AG�1 ♦ \_ ._ � Th'�9 R' Q 4 }38 331 � ♦ ° ° 4 \4q 4 Ilj III 1 �20..-0.. ♦ ��. w�fi'•'-g SNO Q. 4' \ ° I 11 I lilt ? 1 4 STORAGE -r ♦ \ b AR .\.� t y 0� y'' \ �— 3a1 \ 340 ��- ..� � q. Q• 4' 4 \ 1. o q Q 4' I I I 1 1 O . °-�...�-�' •y 1 ^� 's q 4' 4' ,� � b p 4ry 4' Q' 4 1 1 t 34� � q° 4' ,h, 4' 'y-- �' ti' ti '? ry 4 q Q \ b 4 4• � 1 o I 1 1 I 3 ' \ o a o 44 4 4 !4_,__Q......It \ \ SNOW �./ / 1 q4 1 �) F / p O \ A�S�ry ry� q \ ♦' AREA p 20' POLE and LIGHT ry� � \� qb / v ti / Q♦ \ �. ♦' 20' POLE and LIGIR \ ^ b I1"11 b �'' �. ` EN D Dl1MPSTER \ ♦ ♦ b b. \`?I A%\ 5) �20'POLE ends lGfl'IT' b, A ON,�pNC,2PAD '%' 7'\\ �p ti p. D•,\ iQ \ / 4 COM NYC 1 I I1 I1 / (I e ti y ♦ ,y. �' 9 7 � � q �s1�R1 q t II I 1 I t :---. '.. 4\ q 4 Q\ n b p> ry• \ ry' �ry o \e ♦^. ryb 9' ry I b \ I 1 1 1 1 \ \ y I? I ♦. l y l ?., b7 1 ♦ b' q ry W 0, `\ -' \ 0 6 ,�4' '0 \ ♦ a q ♦. y, 4' q 5 b° 'Y�o �QI •1 1 1 It ',�- -' --Qo 4' .,Q \ 1 0� � �. q• 4' \ b ♦5 a �\ I I \ \9 ; '> 4o 4 I Qs\\; 4 q 4 14Q Q 4 4 ry 4 . :. �q; 4� � 1 � '?/ � �' � ry •y b \\4 � b 4 4 j I \I I 1 I t I o ' 9 1 ° o• 4; 4 4 L - '- 1 40 3Q' \e o ♦ b• 9\ 1 I L r .I N 4' \ I ♦\\ ^� 4' h ♦ ti ti q4 1 \\ 1 I 1 1 I I \ 11 ___9 4' \4 4 / \ \ \ \ 4ry 4` 4♦ \ 4 4 �-�"-}D �111 ry ry I � o� ' I I I I. j 1 1 Q 9 - 4 4 4 41 / 4Q y 4 4 I 1 I I® 1 II 1 1 q q 4C n' R: 4 I_ x 4- qry 4ry I b o 44 9� S I Itl 11 11 ° o 4' 4` 4 11 I I 1II 11 � �0 0. 9• �- .� I ♦ 9� /� 4 4 IADDI alOtryt ,/ � b ry' ry 1 I g i o 1 4o Oo qo Oo 0. 1/ 1 0. W 1 `'_ o l� I �--W'A�£ zaPDL andLlGttt Q I 1 I T O ' P 44 4 I I I t 11 t ,l o ° ♦ 0} q. / •y 4Q ®p o 1 is 04 RSE )�E 4 04 4i 44 q4 4 0 q� / o - 0 4 70WMHWaI� 6t ry ♦ P �PCLs%4m Q I I 111 1 I 1 ,,lilt I I 9 1 0 0 0 4' 0. o ryQ Zg a ,e o 1 I I III1 ----------i4 q 9' 4 ry 1 r o\ 9 9' / ti 1� q q' 1 I I If It 11 I \\ I•----'-'- o ° 4 - 1 I I l \ q 7, _, �• \� 0� xi NEY`� BUILDIN G H A S E \ 3qq / d\ 9 I� 1 t4A0' R9 C3 R 4 q9 l I I I 1111 o ° -- 4 �j3E{ ----- 4-_o 0 4 , �1\ A--- S"fInLiSbts I -------------O q 3 39w MH -..- b � �~ Q1 4' 4 a 1 18 t o I •� j Ij I I 4' ' 4 ----�• 1----1 1\ v�rE4o 11-q- 2q• 4 // b - ' 1 q 4 I I I. °-RH 1:1 j 40 / 4o el RA K v \ $ o 1 /4' 0 ° 4 4 I 4� 40 4 4' 44 4 I4b 20'POLE and UGNT "' q0 /•e I Ifl ' � ' 1 I I o o / o q° Q4 44 4 4 I ^ ti 4 4 / ' 1 I +� I I• "' / O C +' - qQ 4� 4' q 1 4 _ -- — 1 _ 70W MH Wall Light �° 0 q• 4Lx 1 I o 4 ° 4q ' ' ? 4 ' 1 1 I !r i-- ------9' 4 4' 4 9 p ti ti 4� 14? ry' ry l l %4 q_ 4_-IQ_- 1 , f- 1 ' �- 0 \ ♦ ti 4 4' ?' ♦ I �• ? 4 I ' I - 1 ; 1� 4o O O'. qo i 4 ° 40 Oo 40 110o q` q; 9 4� 4� 4� 4� 9ti 4 0` q`I4' 45 4 4 4 • t 4 q 4' 4i 4' b 1 I 1 ^', o i qq 04 q o o q\ ti 0? q� 4A 0 qry 4 4 4 q� ♦ ti Oy Q TAR�AE 07 4ry 9--_4•\I �1 I I I S�ROAGE 4o 4z, q0 0 4♦ ♦ \ q I 4 4� 4♦ 4♦ 4� 44 4 4♦ ♦ ♦ 4 , ,'4�/ 'r \\ \♦ \ pl 4' 0 4 q 44 4 4 t o o ° Q4 O 40 4 4 339 ' / o 1 4 1 \ 339 ° '''3 /4 q 41� I O Rf7 �\ 4' 4' I\ \ \ �� \;�♦` \ 34 O o 9q q4 4 \ o 0 It \ \;\�\ 0 4 `Qo Q• Q` q 9 ; O O o qo 4o Oo 0 q \4 \ o\� 0 00 4o i - 40 Q Oo 4' 4' qo q° 40 \�O -�- qq _4 �'-- o - ° '�'0 - q° - 4 'L4tBIriTE0 \ - - - - - _-1 - \ �3�'0°�S�1c�- 9'• % I 40 \J EXISTING REC. PAIN —G— Algay.--- ''- _ �x 1 `340`_ i — — — - 4. wni.�malumiwi�. 20.o 12- 5r Typical Light Exterior Linhtina Fixtures sswal ao�n u�w., 3 l lubbull Lighting,Spaulding Lighttng.Cimmma, CRi-AD.P20-H3.F.Q.BL,200Wattpulsestart moral halal b Ib 20' sq st 1 pok, 6" tmg ami. Hubbell L ght'ng Spa ild g Lighting. Laredo 2 LMC 70F B 2 70 at, metal halide bulb, l2'wall mounting height Pm,mlite Litefmme 8" Downlight, 39 Wan Metal Halide 3 Notes: 1) The shown homontal illuminance values are in f t candles and are shown at 10' intervals ss the entire site. 2) The data has be derived by the "Lumen Designer" computer pmgmm using IES fixture film ailable fmm the manufxmrers. 3) Lighting prwer is 0,08 warts per square r-1. 4) All futures shown are-toBltani m 5) Exterior lighting control is astronomical time clack for dusk to dawn lighting, with the some fixtures turned obit mid -night. 6) This design meets the IESNA avtrmt Standard 90.1-2004. N E A G L E C H A S E 1150 Aupmt DriveD�w Pn r PO Box 2283 So. Burlington. VT 05407-2283 (802)65"320 658-0349 Fax Greenfield Capital, LLC 35 Crossroad Waterbury, VT05679 Logic Supply Inc. 35 Thompson Street So. Burlington, VT05403 Site Lighting Plan Drawn: Walt Adams SE4.1 Sheet 1 of 1 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 27, 2007 Chip Dillon Neagley & Chase 1150 Airport Road South Burlington, VT 05403 Re: Logic Supply Dear Mr. Dillon: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, October 2, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, PO 114 Betsy c onough Planning & Zoning Assistant Encl. SEP-2?-200? 12:03 NEAP Y&CHRSE CONST. 8026582604 P.01/03 N E A G L 6 Y Is H A S E CON TRUCTION COM ANY —_.._—x:=gm!,4'.?m�•n^__ •..__ __ �TST.:aniarv�l(�r t0latct FACSIMILE TRANSMITTAL _.___._..___—�_—._....��__..xr,.�r^r1euzpcv�narm:�rmr�zrtman!rnn�m•� cc...'.w.x-_. _.__ TO: RAY BELAIR COMPANY: CITY OF SOUTH BURLINGTON FAX NO: 846.4101 FROM: CHIP DILLON, PROJECT MANAGER RE: LOGIC SUPPLY — PLANTINGS PRICING PROJECT NO.600 DATE: 9/27107 PAGES: 3 I Ray — CC. Attached is the pricing we paid for the revised plantings. Per the Owner's input, we scaled back the flower beds and swapped out some trees for species she liked better while keeping the locations, sizes, quantities and costs as close to the original permit as possible. Thanks, Coup. C� ,S. lChipi600 - Lugic SupplylCorresponrlencel&x - S Burlington 01 Tree Pricingdac 1 '150 AHUX)RT BRINE. S01MT BT1Ri.TN(;'1'c)N, VIiItM(INT 03403 802-658-81421119 DIRECT,802-658-2604 Fn\ SEP-27-2007 12:08 NEAP Y&CHASE CONST. 8026582604 P.02/03 Professional Chip Neagley & Chase Construction P.O. Box 2283 South Burlington, VT 05407 September 4, 2007 l Ir ROWS Design & Landscape Bid Proposal Project: Logic Supply Corporation Lot 10 Meadowland Business Park South Burlington, VT Project # 600 Phase I Planting Everareen Tree6 & Shrubs Page 1 of 2 Quantity Botanical Name Size Unit Price �� Phase I 7 Thuja ocddentalis •- b& t.r-_ 4' $85.00 55 11 Picea abies 4-5' $150.00 l,6stt U_s;� - Z7.b 4 Picea abies 5-6' $180.00 2 Picea abies 6-7' $225.00 450 9 Picea glauca 4-5' $150.00 S 1 Picea glauca 5-6' $180.00 Sh. z suycar-n� A19457 Quantity Botanical Name Size Unit Price kxT Phase 1 1 Quercus bicolor w aaK 1.75-2" $400,00 400 to NO 3 Quercus rubs 1.75-2' $400.00 IL aA,� t` b 4 Tilia cordata `Greempire' L,,,Q, 2-2.5' $410.00 `�31;t1)tAt_ 3 2AQ 698 Johnny Brook Road Richmond, Vermont 05477 (802) 4344088 SEP-27-2007 12:09 V4ja NEAr-jYICHASE CONST. Professiorud 1. ) ROWS Design & 8026582604 P.03f03 Page 2 of 2 Flowerin gees & Shrubs Quantity Phase1 Botanical Name Size Unit Price ExY_ 6 Syringa 'Miss ICm' u LAC- 3-4' $75.00 40 6 Euonymus attatus compacts 30" $75.00 450 WOO -Iw VY0 2 Pyrus calieryana 'Ghanticleer' CCU 2-2.5" $400.00 2 Malus flonbunda 2 $375.00 3 Donald Wyman Lilac 4-6 $90.00 6 Sea Green jur iperus 24' $65.00 390 10. Spirea 3 gallon $50,00 00 2 Hydrangea Peegee 4-6 $100.00 2-00 poplappAst— -L QM r% Phase 1 30 r�..r Botanical Name I Size 1 gallo I--FOIrA 4- f-; "f ka i45 I 698 Johnny Brook Road Ricilmand, Vermont 05477 (802) 434-40,98 TnT©i Q M7 l CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 3, 2007 Greg Kelly TelJet Longhaul 30 Community Drive #10 South Burlington, VT 05403 Re: 35 Thompson Street Dear Mr. Kelly: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Administrative Officer on October 2, 2007 (effective 10/2/07). Please note the conditions of approval including that a zoning permit be obtained within six (6) months. Should you have any questions, please contact our office. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7007 0220 0001 5883 9679 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE; cJ"V NAME MAILING ADDRESS P G 13nX L HlNf-�-5 J3""Vt - `CS�Ya�I.t+Jr�Ta,.l 1 PROJECT OF INTEREST i -2 %�drse� Sf j- osyGt 72Z rx'!I_sfi S7". �-i' 0 rc�j �� ZZ ►� e12, 5"V / IT, 1 q o�'- CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b), A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE; (f oQzZ� NAME MAILING ADDRESS PROJECT OF IN I tREST C.ti� C� g1 C' J:�%''m/at 601 af"LL G�TC� S�1Ci T�-�C.� oiJv� Ilex k/,; L 6�pu C_ �l�V Cy ��► �l' V"y C V - PD E C V15 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: `U NAME MAII IMr- ennoCcLI r%M. 2— �� r 3z� rrwJtl.I UI- IN I CREST l CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 3, 2007 Chip Dillon Neagley & Chase PO Box 2283 South Burlington, VT 05407 Re: 35 Thompson Street Dear Mr. Dillon: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Administrative Officer on October 2, 2007 (effective 10/2/07). Please note the conditions of approval including that a zoning permit be obtained within six (6) months. Should you have any questions, please contact our office. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7007 0220 0001 5883 9686 t a i P LEGEND I13 NEW SMALL Q EWRGREENTREE I O NEW SHADE TREE ® NEW EVERGREEN SHRUB PIGLA I I PLANT LIST EVERGREENTREES SITE ENGINEER: G. KEY I QU 2 QU TQU COMMON NAME SCIENTIFIC NAME SIZE/SPEC. RABA 11 3 14 PCEA A.- NoRWAYSPRUCE 4-5Fr. - 2% A 0. I Q NEW DECIDUOUS SHRUBEW NPERENNIALP2 PIAB B \ _ LANT I. PIABB4 2 6 PICEAABIE6 NORWAYSPRUCE 5-6FT NEWGROUNOCOVER BED _may-'� �� O' NEW FLOWERING TREE wT PIABA �_ _ _ -� _ _- �.�� 1 R.ur+„ 9iaTwsoA 1/Aw 2PIABB -- 1 I CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOl(I85 PIABC 2 O 2 PIGFw wBIEs No-AYSPRUCE 6-7- PI ILA 9 10- 19 -PICEA GLAUG WHITE SPRUCE 4-5Fr _ _ _ _ 1 _ _ I PAB NEW LARGE SNELBUANE, Yr OSIB2 �PNA5E 11 PLANING AREA PIGLA _ = -- _ - - _. _ -D PUB EVERGREEN TREE Py F 1 BRiB6II3tJ FA%BDa8B5?S11 ,raO: Iw,r.CwH.[an __ - PIGLB 1 O 1mEAG(AUG WHITE SPRUCE 5-6Fr. ___ mPYPoOKT ® eom - GRIs a696AY® 7 O 7 THUJw11tc1O 9AU6'NIGFW DARK GREEN AMERICAN ARBORVITAE 4-5FT / SlORA4E % I R / / 6 --------- I AC AC SHADE TREES OUBI i 5 6 QUERCII6 &COLOR SWAMP WHRE OAK 1 ]521NBB:B / / 1 DSM QURU 3 3 6 QUERCUS RUBRA NORTHERN RED OAK I]S21N. -- Mila PIGLA /' .' / .' ' / /�_ l I I I �T _'�� / I / Q 2 TIGR I I �YPROVED T GR 4 2 6 TI A CORDA7rA'GREEN6P RE' GREENSPIRE LINDEN 2-2.51N., B&B _ IGLB I I DSM FLOWERING TREES&SHRUBS PeeA I OWNER: __- EUA6 O B ELK-- ALS'COMPA-W OT BG FUSH 240X I SUMMER ICE HYPE 2 O 2 HYDRANGEA PEE GEE PEE GEE HYDRANGEA 4-5Fr. IP1well _ JUG6 B_ O 6 JUNPERUSCHINENSIS' A R EN' S€Ct;SEAGREEN JUNIPER iB241N. / JOINT VENTURE MAFL 2 O 2 MAWSFLORIBUNW _--_, JAPAN FLOWERINGCRABAPP& 7752N BB9 4/�' `' ", / `-r/�} �L' -/"jI // / 7" s I• I 2 4 6 R e EERY NA' R CHANTICLEER PEAR 2251N..E&B APPUCA_N'L': F fPYCC f Q,inpt •� i //! / _ _ _ V (n Y / /' - eIly / / •,! r - - _ m - - II - ' Z I SPAW 1 O to-- SPIRAEA BUMAWA'AWHONY WATERER' ANTHONY WATERER ._ 6 O 6 5VRINGPATUI M 1CIM Miss KIMMANCHURWJLKAC 3-4FT. //� SYPA j156 ROLAND & LISA SYRP 3 O 3 SYRINGl1%PRESTONME'DONALD WYM1MNN__ DONALD WYMAN LIIAC 4.5 f?. JUGS I I O GROENEVELD PERENNAtL FIAWERS HYPE PYCc �• it I I I N I I I 2 JUCS ! / f h / / / ".7/11 I O. I� I _ - HIES30 O 30 HEMERD'STELIA D'ORO' STELLA D'ORO DAYLILY GAU oN PROJECT: - �"- 5 I I MAFL 2 It ; / I 2 SYPA l � 11 SSPAW I i LOGIC _ 5 HE5 L I ,4 SUPPLYI -_- Quel :. I /// - it .% '' -" 15 HES I NEW BUILDING 5SPAW MAFLI II I CORPORATION / 2 SYPA I I A4A I I L 10 HSLOT HYPE PYC S YPA lI I RECEIVED MEADOWLAND BUSINESS PARK SOTH BURLlNGTON/ Z Pi9irt j 7 THuO I I I I VERMON7 / - - ,\ i%�'__ L' '/L = - syx�p,,` ' _ _'_.�� SEP, 2 8 2007 /3 EUAL3/ 2PmaIAI -s PweA Svx City Bur LaA sot.SixP IPG1A 3E »2TIGR I 1.. i Landscape Architects 8 LlRden lane -Essex Junction, VT I 802-878-2778 \ 3 PIGLA / I 1 ¢ // / // 2 PIGLA 1 ARBORTIE GREEN FLAT WOVEN --TRIM DECIDUOUS TREES _ _ _ / 3 QURU _ L- I _ _ LYPROPYLENTO PROVIDE G FT MATERIAL - N4EIN. WIDE, CLEARANCE ADJACENT TO I I \ ® �\ _ _ _ _ _ _ - - 900 LB. BREAK STRENGTH PARKING AREAS SIDEWALKS AND - _ -/ - L - P1ABA I I [2/TREE7 -_ 1 I FASTEN ARBORTIE TO STAKES, ® WRAP OVER ROOT BALL ` - ` _ \ `- ` - _ _ --cam - _- - - - _ - -- i ® I - I - - - - - - _ _ s I L TO KEEP TREE FROM ROCKING PLUMB TREE TRUNK / I 1 I D GATOR BAG (I /TREE) R. ----_ E A D O W L.A N D wn test® Revlswx N 3MULCH - DO NOT - -0 - �-- APPLY or MOUND _ O 30' 60' (4) 2' X 2' X 2' L -- -- APPLY AROUND TRUNK --- LANDSCAPE S P E C I F I C A T I O N _ - ---�- 5 Graphic 5cale FOR PLANTING TREES HARDWOOD STAKES DRIVEN (MIN. 18') FIRMLY INTO SUB- FORM 4" SAUCER GRADE PRIOR TO 1. SCIENTIFIC AND COMMON NAMES USED IN THE PLANT LIST GENERALLY CONFORM 1 2. PLACE TOP501L MIX IN PIT AND COMPACT. WHEN HOLE 15 NEARLY FILLED _ BACKFILLING TO AMERICAN A550CIATION OF NURSERIES' 'STANDARDIZED PLANT NAMES'. WATER THOROUGLY- FILL REMAINDER OF HOLE. BUILD 4 IN. SAUCER EDGE - BEYOND EXCAVATION. WATER THOROUGLY AGAIN. 2. PROVIDE PLANTS TYPICAL OF THEIR SPECIES AND VARIETY; WITH 1 CUT AND BEND BACK WERE' NORMAL. DENSELY DEVELOPED BRANCHES AND VIGOROUS, FIBROUS ROOT SYSTEM. 13. DRIVE HARDWOOD STAKES I' BEYOND EXCAVATION, TIE ARBORTIE STAKING UNDISTURBED SOIL T PEEL BURLAP 3. PROVIDE ONLY SOUND, HEALTHY. VIGOROUS PLANTS, FREE FROM DEFECTS, MATERIAL TO STAKES AND WRAP OVER 70P OF R007 BALL WITH ONE TWIST AROUND TREE TRUNK. _ TOP I/3 OF ROOTBALL DISFIGURING, KNOTS, SUNSCALD INJURIES. FROST CRACKS, ABRASIONS TO THE BARK, CROOKED LEADERS OR DISEASES. 14. MULCH TREES AND PLANTING BEDS WITHIN 48 HOURS OF PLANTING. I I LANDSCAPE 4. PROVIDE ONLY FRESHLY DUG PLANTS. 15. SATURATE INSTALLED PLANTS WITH WATER DURING MAINTENACE PERIOD AS OFTEN TO PROPER501L BACKFILL WITH 501L MIX III- T�ATTT - CONSISTING OF TWO PARTS r�l LLL PLAN 5. DO NOT PRUNE PLANTS BEFORE DELIVERY. AS NECESSARY INSURE MOISTURE. G. ALL PLANTS SHALL BE LARGER THAN THE MINIMUM 51ZE SPECIFIED. 50% OF THE I G. PRUNE TREES AS NECE55ARY TO REMOVE DEAD OR INJURED I WIG5 AND BRANCHES. II- I EXCAVATED 501E AND ONE PART I I IM COMPOSE , PLANTS SHALL BE IN THE UPPER HALF OF THE RAGE SPECIFIED. MAKE CUTS JUST OUTSIDE OF BRANCH COLLAR. WATER AND TAMP TO REMOVE 2 X I BALL OIA. BREAK APART EDGE OF WATER AND T TO RE 7. PLANT SUBSTITUTIONS WILL BE PERMITTED IF AUTHORIZED BY THE 17. MAINTAIN NEW PLANTING AND CONTINUE UNTIL ACCEPTANCE. MAINTENANCE INCLUDES; AIR POCKETS. EXCAVATION W/SHOVEL LANDSCAPE ARCHITECT t THE CITY OF SOUTH BURLINGTON ARORI5T. PRUNING, WATERING, WEEDING, MULCHING, RESETTING TO FINISH GRADE AND VERTICAL POSITION, RE5TORIG PLANT SAUCERS. - NOTES: -� 8. STAKE PLANT LOCATIONS AS SHOWN ON DRAWINGS. BEFORE PLANTING. 18. NOTIFY THE LANDSCAPE ARCHITECT TO INSPECT THE WORK FOR SUBSTANTIAL 1. PLANT TREE 50 THAT TOP OF ROOT FLARE 15 EVEN WITH THE FINISHED GRADE. FL¢ lab S-Buu. - STAKING LOCATIONS ARE SUBJECT TO THE APPROVAL OF LANDSCAPE ARCHITECT. COMPLETION. WHEN INSPECTION IS APPROVED, THE OWNERS REPRESENTATIVE 2. STAKING AS REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY 9. ALL WORK TO BE IN ACCORDANCE WITH AMERICAN ASSOCIATION OF WILL CONFIRM WITH WRITTEN ACCEPTANCE. CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. eAn SEPT, 11, 2007 DR6111NG vuKeRR NURSERYMEN STANDARDS FOR MATERIALS. INSTALLATION AND MAINTENANCE. 19. THE CONTRACTOR IS RESPONSIBLE TO GUARNTEE ALL PLANT MATERIAL TO BE IN A 3. TREES SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. 10. DIG HOLES AT A DEPTH TO 5E7 TOP OF ROOT FLARE EVEN WITH HEALTHY AND FLOURISHING CONDITION FOR A PERIOD OF TWO YEARS FROM THE FINISH GRADE AND TWICE THE DIAMETER OF THE ROOT BALL. DATE OF WRITTEN ACCEPTANCE. 4, EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. 1- - 30` L-1 I I . SET PLANTS GENTLY IN PIT SO TRUNKS ARE STRAIGHT. 20. FAILED OR UN5ATI5FACTORYPIA.NT5 TO BE REPLACED AT NO C05T TO THE OWNER. -TREE PLANTING DETAIL 21 . REPLACEMENTS SHALL CLOSELY MATCH ADJACENT PLANTS OF THE SAME SPECIES. N.T.S PRa. NO. 06192 \ \ 1 \ I 1 \\ I \ \\ I 1 I I \. I \\ I V cl -------------------------------- II I I I 400.00 FT E _ _ - 83.02.36 1 -�- RpINAGE EASEMENT -�� 20•__0- STORAGE I AREA , ; I , T{3AC � 1 PAVED r AFfiG �`E I SURFACE 1 ;SICXE 'Y OQ.�. i 1 SNOW S' i PAVED e i b 1 STORAGE pUNPSTER pAR KING SURFACE C6.0 1 AREA ; ,_..ENCLOSURE 2T gP ACES C6.0 ANY 1 / I ------- I j 6 NEW (I('jlT POLE P4RKtnsG 66.1 (TYP.) i I I , -_ p Sp ACE ) jj 1 - \r i C26 S I I IlY SIGN NI.C) I F _ 'U{F 1 1 1 i ` I 1 r � i PAVED , , 1 POLE ACE 1' 1 C6.0 1 I \ NEW URT S WOECe TE C6.0 G I\ ! 1 (FUTURE) I pNCREppE- LK 1 I 1 pg Sp A� -- ---- , 1 1 1 u E3vIL 1 1 1 ,. I C6.0 AD�,I TION '� • 1 1 W ! - ..''CONCRETE -- ( ------ 1 PHASE, 2 ' . -.-_______. ; 1 IRETNNING WAL 1 CURB 1 -• 6 I I C6.0 SE II -0 I 1 ---'— �JI ---- tD 1 J1 ;_________34 '� 1 0) 1 , 1 1 1 N ----------- Ul I F� 1 NEw BUILD �' I 1 PHA — 1 I j! V•-----'------- i. BUILDINGELE�/• 3 f COCRETE 51OEGLK NTRv: PAC I ; ADDITION__: SE II --- ._ -----{ N,a,G,a,PAi+6 1 I F"---- 1 . ACK 1 I .________-_. c .1 1 I - 1 ot3 i 1 --- I _ - \ \�� CURBCURB---- 1 7 1 1----------- ----------- ' 1 i----------- 1 I L__________J Ow ___ ST RAGE 1 SNO GE EA 1 \ AREA ----�. \ __-______- �... D. FRONT YARG SETE3ACK EXISTINGG RE MEADOWLAND DRIVE 169.46 FT. SITE ENGINEER: f F CIVIL ENGINEEWNG ASSOCIATES, INC, 1 PO. BOX 485 SHELBURNE, V( 05482 60PD951,229 FAl(- D029D5-21)t we0. www.cee vt.cwn DHK�` ACL Pf20N0f ROPE CHECKED TRANSITION NI gli. CONC. SIDEW DSM i2 c6.o .IPPNOIED DSM Cp.1EE CURB OWNER' ! TO A RECESSED 110 SUMMER ICE C6.0 JOINT VENTURE SAW-WT PAVE ENT I ' 12- FROM CUR jl APPLICANT: GREENFIELD I TRANSInON c1fte (iw' CAPITAL, LLC PROJECT: LOGIC SUPPLY � INC. 1 �1 LOT 10 MEADOWLAND BUSINESS PARK �I SOUTH BURLINGTON VERMONT 1 1 RECE VED I SER 2 2007 City of So. f ludington Q 1 ( /1— UTB CN[CIf[D R[VI[ION • 12-1-06 DS11 KWWD 4pJ, EDDW .1 .V11 z I J0 1 v 1 i C) TE3M \ 4x4 CONC. MON. ELEV.=339.51 --- GRAPHIC SCALE m m ( IN FEET I I i-h - 20 R. � . SITE PLAN AUG., 2006 —LE P=20• PROJ HO 06192 C-2 1 I 1 _ _ _ - - - - Ex, CO E, C, I I SITE ENGINEER: NOTES 1 ------ SNEW IS HDPE W/PES RIM=339.22 CABINETS I C6.0 1 _ _ _ _ _ NV.-336.3 INV.=3 N IN STRUCTURE I I 1 INV.=3 (157-336.2 1 E --- 2. All water installation work and water 1 - _ _ - - - - distribution material must comply with the "CWD 1 I ___------ _ �•.\ : - Specifications". Details for .this project must be -� - _ - O - - T I Ex. Ce the some as those within the above referenced I F-,-• - - - _ _ _ _ - - Ex, ce 37 I RIM=33 CIVIt ENGINEERING ASSOCIATES, INC. CWD Specifications. 4OO.OD RIN=3326 INV IN F.O.BOXWS SHELBURNE, VT 05082 I _ NV. IN- 35.70 I NV. OU en se sars Fa eoaPesz:n Weo: www.cmM.mm 1 I O2• _ - - _ - INV. W7�335.5 3. All domestic services and fire sprinkler ,Systems 1 �� - - N 83- - - - - - - Nv-33�6.I 1 I that ore connected to -the public water sylit m - �- - - _ _._ _ - "-- I I roP,��x sholl be protected with a bockflow gx 15- HOPE FES P Preventj071 ' INV.=338.97 assembly, and on appropriate -thermal expansion system in compliance with the Ordinance fbr the _ _ 1 ) 1 I I cxecxeo .Control of Cross Connections Within the Walter _ _ _ _ - - - D _ System of the City of South Burlington, _ _ _ _ -- - - _ - - - _ _-_�- I 1 3 I I DSM henceforth the "bockflow Ordinance." PleasF contact the South Burlington Water Deportment _ _ _ _ _ _-_- f - pP��.,RF. OPE 1 I - DSM for more information on bockflow protection) 1- ._ - ___---- - - I �Iur+ot:RDRA I devices. I 1 _-------------- I I r I 1 I I OWNER: ----- ----; - -; I 4. CWD Specifications state that no water lines ---- -----1'-' ET6^1r /�f shall be installed after November 15 or before SUMMER ICE April 1 without prior approval of the - I I I5 1 ARK'NC'' Superintendent. The Superintendent may res riot , 1 _ . -- • �\_. J zP g -ACES) I I 'I I I ' JOINT VENTURE work before. November 15. and otter April 1 dyrin9 adverse weather conditions. E , 1 1 ;/ _ (� - -- --- _ _ _ q ''. 1 I 1 T PARi<IACES) 1 _ I I I I APPLYANrIl 5. Mechanical p\int restraints with twist off nuts I , 3 � 1 e I shall be EBAA or Sigma, or o Department I \ , - 1 : ,I GREENFIELD approved equal grip ring. ' CAPITAL, LLC 6. No underground utility shall be installed within k\ 1 I I I four feet from the water main on either side, \I oo-________- 7 p I I t � i I 1 , 3 CLEANOUT ; ; G 1 8 I I 1'ROJ4:fT: frgm the tOp of the main to the finish grade, I R :____.----- - -� t n ;I Cg,l RISE I IB ` I Ex. S H 15A with the exception of storm sewer and sonitorg `, )_________- e ELEC.� 1 J°� I RIM=3JH I 1 sewer as stated in the above referenced I 1 \ caewEr 1 g INV. IN=331.0 Specifications. Trees sholl not be placed over I ' j 1 - _ _ _ _ _ I INV. IN}}331.3 I 1 1 1 I 1 I ; PARKINr� i INV. OIlT-330.9 t any water main or service line, nor placed withih , ;I• --'-- 9 gPA E--�--' 9'. LOGIC - 1 20' of any bppurtendnce, including fire hydrants 1. � 1 -._-- _ - - - - - - 1 � SUPPLY 7. Separations between the water main and I 1 -- E3U 1 LD I N G I 3 I L ANOUT I , , ADDITION I C6.t 1NIV.-333.Ot INC. service line and nearby sanitary and storm sewe( I W I - I 1 2 , 1 �- lines shall comply with the VT. WSR. requirements( ;�-__------ I _ PHASE ond``he gbOVC referenced Specifications. I i-1 r. II ,I, t.c: ��; 1 � 1 I I ��1 I � 1� LOT 10 I -- � ' I 1 115� Foot'' �� I I 1 MEADOWLAND BUSINESS PARK 8. Prior'tQ any building construction, the building) I I , I 1 C6.t R �'^ contractor 'should contoct the South Burlington I ;,o Pt ASE It �° I y° 9 ^ II , SOUTH BURLINGTON Burin tDonrequirementsnscusmCity of South .1 i01� PARKING._----- VERMONT pp 6 ml P Y , (D O ` ts"_____ PACES) 1 :: ?r"`M �I I Iu A lO I 9g, meter , 1 1 �tI $ C 3 ,A s settings, and bge0110 protections., N 1 r'i E i m ANWT I I 1 9. The South Burlinglolt Water. Deportment shall . I N INV.- be notified prior to bockfilling to inspect all joints.) CAPPEDSERVICE- N E - I .g I SEWER SERwCE W E3UILO , fittings, main line tops, op'ryrtenonces, water line 1 ( t:1s I CONNECTION FOR FUTURE ._ 1 339.0 1 I x ,crossings. and testing. BUILDING ADDITION PHASE,,,,, 343 5\ - CJ EI E \ 1 4------- I I F. F. 1 Z I II Water Service Installation alion Note: I ; ( , BUILDING \ f PARKING I0 , All work to b¢ performed in - ___-_ \�� I ADDITION __ -.\\ SRA'C m i I I I accordance with the 1 --._--'----. PHASE - 2 I cT Specifications and Details for �� , •♦-i I � I I the Installation of Water lines `e. c I ----------�{ I �. 1 1 i t I Cho -plain W r District all at w 9 i II L Details should b modified ` C6.0 j �mI J f I I on Appurtenances or a Water Systems Owned by the ® e to I 1 •_ � NEW 10" HDPE -_______ __, `. \• ,,� fOR ROOF DRAIN Ix 3 INV..33�.7s Water s c and I the City of South Burlington. 4/ , I 1 1 t 11 the above '---o"v I A .� -_ I Ex. CI R37A VED ),_____ ___. --rO ; I `., \\. I C. I RIM-3� 8.57 INV. IN-335.7 1 6" W RA I nThi•33 6 ' -..,L NEW HWRA I__•__ -----AL ""- 3 y'pEUNDERGROUND ELEC. CO DUIT -- if----------,' 8 I I_ I I SERA 2 20t1 TRANSFORMER \ \ VAULT C6.1 _ I o�>•e cxecxen NEW 6" O.I. E 8x6" REDUCER I I I E,T,C, 1 WATER SERVICE z 1 1 ZO \ \ .\ C\ CA�INF�S� 1 �._ \ I" HOPE z -- ----- IT. INV.336.31 I I I \ \ P Gt / _ DRAN10- OINV PE R336� f I SE TBAC FR GNT cn n a UNOf I ~' \ \ '♦ \ `�\ ` ` ` f ROU GAS SERVICE BY OTHERS NO elf' C CABNE 5r----a---- -UTILITY (COORDINATE W/ VERMONT - -- I PLAN \ \ C- SYSTEMS) E - - - LT W - - G- - - I 4x4 CONC. MN. \ \ s R PATH -- - 3 ELEV.= 39.51 � G � `- EXISTING E - - - - 3 -G- i \ \ ti ------------ _ -_- -- --G-- -_ I HIC SCALiE .1<. 1 0 a.,•". _. _. _. _. _._.-. _. _. _._.-.-._'_.- _'_ _._'_.-__ '_ _ - - a_'- -'- _ o.re x..H. N.MnLe AUG, 2006 I ' WCA1�1D- frRtV-ID - 5 - - - - --(tlrEcclr,ri • ' � x 1- 20C -' F ` Pea. x 06192 a� et ]egals Parties entitled to participate are the Municipality, the Municipal Planning Commission, the Re- gional Planning Commission, adjoining property owners, other interested persons granted party status pursuant to 10 V.S.A. § 6085(c). Non-party participants may also be allowed under 10 V.S.A. § 6085(c)(5). Dated in Essex Junction, Vermont, this 27 day of August, 2007. By Stephanie H. Monaghan Natural Resources Board District 4 Coordinator 111 West Street Essex Junction, VT 05452 T/ 802-879-5662 E/ stephanie.monaghan@state. vt.us CITY OF BURLINGTON TRAFFIC REGULATIONS The following traffic regulations are hereby enacted by the Public Works Commission as amendments to Appendix C, Motor Vehicles, and the City of Burlington's Code of Ordinances: Sec. 7A. Handicap spaces desig- nated. No person shalt park any vehicle at any time in the following locations, except automobiles displaying special handicapped license plates issued pursuant to 18 V.S.A. 1325, or any amendment or renumbering thereof: (1) through (142) As Written (143) [Reserved.] In the space in front of 31 Spring Street. (144) through (150) As Written (151) In the space in front of 32 Rose Street. Adopted this 5th day of Septem- ber 2007 by the Board of Public Works Commissioners: Attest Norman Baldwin, P.E. Assistant Director -Technical Services Adopted 8/5/2007 Material in [Brackets] delete. Material underlined add. PUBLIC HEARING SOUTH BURL- INGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, October 2, 2007 at 7:30 P.M. to consider the following: 1. Conditional use application CU- 07-04 of TelJet Longhaul, LLC to amend a previously approved plan for a 275,000 sq. ft. mixed used building. The amendment consists of installing a 10 foot high tele- communications antenna on the roof, 30 Community Drive. 2. Conditional use application CU- 07-56 of TeLlet Longhaul, LLC to amend a previously approved plan for a 30,000 sq. ft. light manu- facturing facility. The amendment consists of installing a 30 inch high telecommunications antenna on the roof, 35 Thompson Street. 3. Preliminary plat application SD- 07-56 & final plat application SD- 07-57 of Pizzagath Properties, LLC for a planned unit development to consist of a 10,000 sq. ft. medical office building, 185 Tilley Drive. 4. Final plat application SD-07-55 of R.L. Vallee, Inc. for a planned unit development to: 1) raze an existing 2313 sq. ft. service station and convenience store, 2) construct a 2313 sq. ft. build- ing consisting of 1079 sq. ft. of convenience store use and 1234 sq. ft. of short-order restaurant use, and 3) reducing the number of fueling positions from eight (8) to six (6), 811 Williston Road. 5. Preliminary plat application SD-07-59 & finat plat application SD-07-60 of Leduc Farm, Inc. to: 1) subdivide five (5) lots, and 2) adjust property lines of three (3) lots, Cheesefactory Road & Cheesefactory Lane. 6. Preliminary plat application SD-07-61 & final plat applica- tion SD-07-62 of Technology Park Partners to subdivide a 65.62 acre parcel into two (2) parcels of 5.0 acres and 60.62 acres, 30 Comm- unity Drive. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. STATE OF VERMONT CHITTENDEN SUPERIOR COURT CHITTENDEN COUNTY, SS. JPMorgan Chase Bank, National Association, as Trustee, \Plaintiff ington, vl US4W, an Answer Lo plaintiff's Complaint in the above entitled action within forty-one (41) days after the date of the first publication of this Summons, which is 9/12/07. If you fail to do so, judgment by default will be taken against you for the relief demanded in the Complaint. Your Answer must also be filed with the Court. Unless otherwise provided in Rule 13(a). Your Answer must state as a Counterclaim any related claim which you may have against the plaintiff, or you wilt thereafter be barred from making such claim in any other action. YOUR ANSWER MUST STATE SUCH A COUNTERCLAIM WHETHER OR NOT THE RELIEF DEMANDED IN THE COMPLAINT IS FOR DAM- AGE COVERED BY A LIABILITY INSURANCE POLICY UNDER WHICH THE INSURER HAS THE RIGHT OR OBLIGATION TO CONDUCT THE DEFENSE. If you believe that the plaintiff is not entitled to all or part of the claim set forth in the Complaint, or if you believe that you have a Counterclaim against the plaintiff, you may wish to consult an attorney. If you feel that you cannot afford to pay an attorney's fee, you may ask the clerk of the Court for information about places where you may seek Legal assistance. Plaintiff's action is a Complaint in Foreclosure which alleges that you have breached the terms of a Promissory Note and Mortgage Deed dated November 7, 2005. Plaintiff's action may effect your interest in the property described in the Land Records of the City of Burlington at Volume 941, Page 220. The Complaint also seeks relief on the Promissory Note executed by you. A copy of the Complaint is on file and may be obtained at the Office of the Clerk of the Superior Court for the County of Chittenden, State of Vermont. It appearing from Affidavit duty filed in the above entitled action that service cannot be made with due diligence by any of the meth- ods prescribed in V.R.C.P. 4(d) through (f) inclusive, it is hereby ORDERED that service ofithe above process shalt be made upon defen- dant, Robert Johnson, by publica- tion pursuant to V.R.C.P. 4(g). This Order shall be published once a week for three consecutive weeks on 9/12/07, 9/19/07 and 9/26/07 in the Seven Days Newspaper. A copy of this Order shall be mailed to defendants at their address if their address is known. Dated at Burlington, Vermont this 27th day of August, 2007. Hon. Matthew I. Katz Presiding Judge CH( -VDEN COUNTY, SS. US Bank National Association, As Trustee JPMORGAN INVESTMENT BANK (JPMMAC) SECURITIZATION, Plaintiff V. Boudee Luangrath, Mortgage Electronic Registration Systems, Inc. as nominee for Fieldstone Mort- gage Company, And Occupants residing at 36 St. Louis Street, Burlington, Vermont, Defendants SUMMONS & ORDER FOR PUBLICA- TION TO THE ABOVE NAMED DEFENDANT: Boudee Luangrath You are hereby summoned and required to serve upon Corey J. Fortin, Plaintiffs attorney, whose address is 30 Kimball Avenue, Suite 306, South Burlington, VT 05403, an Answer to plaintiffs Complaint in the above entitled action within forty-one (41) days after the date of the first publication of this Summons, which is 9/12/07. If you fail to do so, judgment by default will be taken against you for the relief demanded in the Complaint. Your Answer must also be filed with the Court. Unless otherwise provided in Rule 13(a). Your Answer must state as a Counterclaim any related claim which you may have against the plaintiff, or you will thereafter be barred from making such claim in any other action. YOUR ANSWER MUST STATE SUCH A COUNTERCLAIM WHETHER OR NOT THE RELIEF DEMANDED IN THE COMPLAINT IS FOR DAM- AGE COVERED BY A LIABILITY INSURANCE POLICY UNDER WHICH THE INSURER HAS THE RIGHT OR OBLIGATION TO CONDUCT THE DEFENSE. If you believe that the plaintiff is not entitled to all or part of the claim set forth in the Complaint, or if you believe that you have a Counterclaim against the plaintiff, you may wish to consult an attorney. If you feel that you cannot afford to pay an attorney's fee, you may ask the clerk of the Court for information about places where you may seek Legal assistance. interest in the property de in the Land Records of the of Burlington at Volume 9( Page 434. The Complaint a seeks relief on the Promiss Note executed by you. A c the Complaint is on file ar be obtained at the Office i Clerk of the Superior Court County of Chittenden, Stal Vermont. It appearing from Affidavi filed in the above entitled that service cannot be ma due diligence by any of th ods prescribed in V.R.C.P. through (f) inclusive, it is ORDERED that service of t above process shall be ma defendant, Boudee Luangi publication pursuant to V. 4(g). This Order shalt be l once a week for three con weeks on 9/12/07, 9/19/ 9/26/07 in the Seven DaN paper. A copy of this Ord be mailed to defendants s address if their address is Dated at Burlington, Vern 27th day of August, 200' Hon. Matthew I. Katz Presiding Judge Chittenden Superior Cour STATE OF VERMONT CHITTENDEN COUNTY, S'- IN RE: R.C. Vermont Fami Chittenden County Docket No. 335-8-07 CnJ NOTICE OF HEARING TO: Christina Cota, Moth You are hereby notified t merits hearing to considi fitness to act as parent t will be held on October at 8:30 a.m. at the Fam of Vermont, Chittenden ( 32 Cherry Street, Burling mont. You are notified tc in connection with this Hon. James R. Crucitti Family Court Judge Town of Middlebury Request for Qualificati, Cross Street Bridge Pro The Town of Middlebury qualification statements consultants in the areas development planning, and transportation plan related to the financial phase for the Cross Stre Construction Project. Th RFQ is available online middlebury.govoffice. co cations are due at the P Town Offices no later th This week's puzzle answers. Puzzles on page 55a. nummunnum unnounnum �R�A�F�T M I E L L A U S A D A M M $L Robert Johnson, MOMMUMN r�www w i CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). 0C.5— rram�„, HEARING DATE: V NAME MAILING ADDRESS PROJECT OF INTEREST *- C-hS. -"D CC7Kl+1Cl hi Dr �n / a 41 �r 1601� 3� Mkit. DR If D I C I<-S E 1 A/ i�"4-5T-t :D A 2c r( MEr rs P o i3r>x 22a k �N�s ��v�c--, V-; S Y G k 22Z / V T CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: NAME MAILING ADDRESS PROJECT OF INTEREST 6 �j I r U-) C.4 U j rcA L'1N-e Old L,r/j///lat 8liILL / ue&�D/ r 601 s 0ii �V A,, Mll/ l/�, 1 {�C, c 76 LXvka \1 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S..A..§ 4471(c). Id? HEARING DATE: /04 NAME MAILING ADDRESS PROJECT OF INTEREST lid 4�y wee` h sty) CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 3, 2007 David Storandt Tellet Longhaul LLC 30 Community Drive #10 South Burlington, VT 05403 Re: 35 Thompson Street Dear Mr. Storandt: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy Mc4nough Planning & Zoning Assistant I& No Text "WIWI r �a aaaa�r w!•rrara are � aaa� sue• r � .i raw^:• •.. �... Av'o� �14a— - awrr•�•rrrr� Aro iZO _ � Now 6A - t. Permit # 4 k -A-y 5- APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): ( ) Appeal from decision of the Administrative Officer (includes appeals from Notice of Violation (X) Request for a conditional use () Request for a variance () Other PROVISION OF ZONING ORDINANCE IN QUESTION (IF ANY): WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING ? 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone & fax #): Greenfield Capital, LLC, PO Box, 115 Eden, VT 05652, ph: 802-244-8302, fax: 802- 244-7938 2) LOCATION OF LAST RECORDED DEED (book & page #) 161 770, pq 253-255 South Burlington Land Records 3) APPLICANT (name, mailing address, phone and fax #) _TelJet Longhaul LLC, PO Box 9502, South Burlington, VT 05403, tel: 802-264-3000, fax: 802-264-3003 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax # if different from above): Greg Kelly 802-264-3000 x605, Same address as above. 5) PROJECT STREET ADDRESS: 35 Thompson Street 6) TAX PARCEL ID #: 1715-00035 7) PROJECT DESCRIPTION A. Existing Uses on Property (including description and size of each separate use): _Entire 15,000 square feet used for offices B. Proposed Uses on Property (include description and size of each new use and existing uses to remain): Add a point to point antenna for data transmission. Will be 30 inches high, antenna is 18 inches by 12 inches. C. Total building square footage on property (proposed buildings & existing building to remain): 15,000 sq ft D. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): 30 feet above grade, 2 floors E. Number of residential Units (if applicable, new units & existing units to remain): 0 F. Number of employees & company vehicles (existing & proposed, note office vs. non - office employees): Existing: 20 office employees, 0 non -office employees; Proposed: No Change G. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): 8) LOT COVERAGE Total Parcel Size: 3.22 acres a) Building: Existing; 7,413 sq ft, footprint Proposed: No Change b) Overall impervious coverage (building, parking, outside storage, etc) Existing: 30,860 sq ft Proposed: No Change c) Front yard (along each street) Existing 0 % / 0 sq. ft. Meadowland Dr 11.5% Thompson Street. Proposed: No change. d) Total area to be disturbed during construction (sq. ft.): 0 sq. ft.* * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES A. Building (including interior renovations): $ 300.00 B. Landscaping $0 C. Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 116 b) A.M. Peak hour for entire property (in and out): 23 c) P.M. Peak hour for entire property (In and out): 23 11) PEAK HOURS OF OPERATION: 8:30 — 5:00 12) PEAK DAYS OF OPERATION: Monday - Friday 13) ESTIMATED PROJECT COMPLETION DATE: October 1, 2007 14) ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary). See attached abutters list. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. RE OF-APPLLCANT SIGNA`FURE-0E-_PR6LFERTY OWNER Do not write be ' line DATE OF SUBMISSION: REVIEW AUTHORITY: <' velopment eview Director, Planning & Zoning I have r his application and find it to be: OM T , Incote l r of Planning & Zoning or Desilnee Abutters The Rock of Greater Burlington PO Box 464 Milton, VT 05468 Summer Ice Joint Venture 186 College Street Burlington, VT 05401 Munson Earth Moving C/O South Burlington Realty Co. PO Box 2204 South Burlington, VT 05403 O'Brien Brothers PO Box 2184 South Burlington, VT 05407 Permit Number SP-- (J CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board, 1) OWNER OF RECORD: Greenfield Capital, LLC, PO Box, 115 Eden, VT 05652, ph: 802-244- 8302, fax: 802-244-7938 2) LOCATION OF LAST RECORDED DEED: 161770, pg 253-255 South Burlington Land Records 3) APPLICANT: Te1Jet Longhaul, LLC, PO Box 9502 South Burlington, VT 05403 tel: 802- 264-3000, fax: 802-264-3003 4) CONTACT PERSON: Greg Kelly 802-264-3000 x605, same address as above 5) PROJECT STREET ADDRESS: 35 Thompson Street 6) TAX PARCEL ID #: 1715-00035 7) PROJECT DESCRIPTION a) Existing Uses on Property: Entire 15,000 square feet is offices. b) Proposed Uses on property: Add a point to point antenna for data transmission. Will be 30 inches tall and antenna is 18 inches by 1 foot. c) Total building square footage on property: _15,000 sq ft d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Existing building height is: 30 feet above grade, 2 floors e) Number of residential units: 0 f) Number of employees & company vehicles (existing and proposed, note office versus non - office employees): Existing: 20 office employees, 0 non -office employees; No Proposed change. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): None 8) LOT COVERAGE Total Parcel Size: 3.22 acres a) Building: Existing; _7,413 sq ft, footprint Proposed: No Change b) Overall impervious coverage (building, parking, outside storage, etc) Existing: 30,860 sq ft Proposed: No Change c) Front yard (along each street) Existing-0 % / 0 sq. ft. Meadowland Dr 11.5% Thompson Street. Proposed: No change. d) Total area to be disturbed during construction (sq. ft.): 0 sq. ft.* * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a) Building (including interior renovations): $300.00 b) Landscaping: $0 c) Other site improvements (please list with cost): $0 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 1 1I 16 b) A.M. Peak hour for entire property (in and out): 23 c) P.M. Peak hour for entire property (In and out): 2 11) PEAK HOURS OF OPERATION: 8:30 — 5:00 12) PEAK DAYS OF OPERATION: _Monday - Friday 13) ESTIMATED PROJECT COMPLETION DATE: October 1, 2007 14) ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary). _Church of the Rock, Thompson Street, South Burlington, VT 05403 15) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF PL XANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: 11XDevelopment Review Boara 1111 Administrative Officer 1 ha e reviewed this site Min applicatio and find it to be: complete ❑ ❑ Inco to9 of manning & Goning or Designee Date Abutters The Rock of Greater Burlington PO Box 464 Milton, VT 05468 Summer Ice Joint Venture 186 College Street Burlington, VT 05401 Munson Earth Moving C/O South Burlington Realty Co. PO Box 2204 South Burlington, VT 05403 O'Brien Brothers PO Box 2184 South Burlington, VT 05407 i SOUTH BURLINGTON 'WATER DEPARTMENT April 13, 2007 Naegly and Chase Construction Co. Ms. Jeannie Spitzer P.O. Box 2283 South Burlington, VT 05407-2283 Re:- Logic Supply Co. 35 Thompson St. Dear Jeannie: 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 The South Burlington Water Department has reviewed the revised site plans for the above referenced project. Please find my comments below. 1. The revised set of plans for the above referenced project is acceptable to this department relative to all water related activity except for the following: a. The proposed eight -inch water line shall be a direct line run toward the building as shown. Instead of installing a "tee" to which a fire hydrant and remaining service line is installed, an in -line tee shall be installed that shall connect to the hydrant and then to the six-inch service line gate vale for the building. This change may require the installation of one or two small degree bends but will eliminate two-90 degree bends on the service line. b. All gate valves for the building and fire hydrant shall be restrained to the "in -line" tee with Department approved fittings. (I have included a sketch of these requirements with this letter.) 2. This Department shall be notified of any changes to this project with revised, updated hard copy plans for further review. 3. At least 7 days before the start of actual construction the contractor shall notify the SBWD of his intent to proceed, and shall arrange a meeting to discuss the project if necessary. 4. The SBWD shall be notified in advance to inspect the connection for the new water line into this building. 5. The SBWD shall be notified in advance to inspect all joints, fittings, appurtenances, thrust blocks, testing, and crossings prior to backfilling as stated in these plans. If you have any questions or I can be of further assistance, please call me. ;Jay ince ly, adeau Superintendent CC. Cathyann Larose 1/ Plan Reviews: Logic Supply, 35 Thompson St 4-07 I '�ell H -DICAO' RAMP IKE 9 C6..� 4 RACK 6.0 s 7 � C6t1 { FO 10" HDPE 57 G'Sd ROOF GRAIN � • , INV.=337. z v o -o i CURB ^� 7 o GAS I 6" GAT-V VE M 1 METER NEW .HYD AA'� 1 3 4"� UNDERGROUND �ELEC. C© �pUl TRANSFORMER.: 8 1 VAULT'; C6. SNOW 340 NEW 6�� p� � x6" REDUCER STOR A 1 WATER SERVI 1 ARE / 1 z C6.1rn 1� 339 3 rn 1 ---- _ Q >ERVICE BY OTHERS MATE -Wl- VERMONT _ _ �•• - - - - � - - -" - GAS SYSTEMS) 34C ----------- d---- _._E ---�_— -- ' — — — — — — ._ ... --_-_— EXISTING REC PATH 1 G-- / - GWIT � / M / v ` 20 T-M-ETD-0 2 o j ► CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 16, 2007 Chip Dillon Neagley & Chase Construction Co. PO Box 2283 South Burlington, VT 05407 Re: Site Plan #SP-07-21 Dear Mr. Dillon: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Administrative Officer on April 16, 2007. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. < Sincerely, Betsy cDonough Planning & Zoning Assistant Encl. Permit Number SP- aq ` (/ I CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be complet "" 1e requested information either on this application form or on the site plan eing rejected and a delay in the review before the Development Re 1) OWNER OF RECORD (Name as shown on deed, mailing I 2) LOCATION OF LAST RECORDED DEED (Book and page #) 3) APPLICANT (Name, mailing address, phone and fax #) K A, ,, 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): l�et,� �11_L.GiJ Qrcr�-crrr Ac.tR_ 5) PROJECT STREET ADDRESS: 3 Ti c,gyp 'gr 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 7) PROJECT DESCRIPTION a) Existing Uses on Property .(including description and size of each separate use) Ails w — b) Proposed Uses on property (include description and size of each new use and existing uses to remain) 3G s�. MAWu XA Tv ^_, �,lr �Ac, L1 1-+ c) Total building square footage on property (proposed buildings and existing buildings to remain) 15,; 000 SP PKA�t 1 4- 15,000 �� F-+Asc2- 34,QS`�—sue -- d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) ___34 r-1- A KOVE� oL,yr- e) Number of residential units (if applicable, new units and existing units to remain)_ i�," f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): 19$— g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Ri APPLLA` 1oW F ' C' D PZ. bl`r",a w +Y - t'lryr-..AL 8) LOT COVERAGE Total Parcel Size: % A0 Z.60 Sq. Ft. s . ' Z a) Building: Existing O % / (D sq. ft. Proposed i 0. -7 % / —c . c sq. ft. b) Overall impervious coverage (building, parking, outside storage, etc) Existing_ o % / 0 sq. ft. Proposed 2-_% / 35, OOP sq. ft. c) Front yard (along each street) Existing g % / C� sq. ft. Proposed 11. �%o 1 Vr3sq. ft. d) Total area to be disturbed during construction (sq. ft.) * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a) Building (including interior renovations): $ CS 00_ 00 b) Landscaping: $ \C; S�y c) Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC S r. Qr v+ov- �ti-�s+de.r . a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 1 1) PEAK HOURS OF OPERATION: 2 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: Oct-_ Z0 -7 14) ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) > pc.ev%ovs 15) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). Sr e P� eV�OL°S i�c`LA Apr 13 2007 10:38AM Logic Supply, Inc. 802 244 7938 p.5 CREW APR-13-2007 10:59 NEAGLEYBCHASE CONST. B026582604 P.05i06 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge_ P&4rz M A"41 -t I URE OF APPLICANT F PROPERTY OWNER c� Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Rcview Board U Administtative Officer I have reviewed this site plan application and find it to be: Q Coml 4 Bond No 0120232 LANDSCAPING BOND KNOW ALL MEN BY THESE PRESENTS, THAT, Neagley & Chase Construction Company as Principal, and Acadia Insurance Company as Surety, are held and firmly bound unto the Greenfield Capital, LLC. as, Obligee, in the full and just sum of Ten Thousand Five Hundred and no cents --------- •• ---DOLLARS 010,500.00) for the payment of which sum, well and truly to be made, the said Principal and Surety bind themselves, and their respective heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has entered into a contracted dated _ 04/01/07 to construct specified landscaping at Logic Supply Manufacturing Facility, South Burlington, VT. was described in the specifications. And, Whereas, Principal is required to provide security in the amount of Ten Thousand Five Hundred and no cents --------------DOLLARS ($10, 500._00. as performance guarantee that such work will be performed in accordance with the Site Plan. NOW, THEREFORE, the condition of this obligation is such that, if Principal shall faithfully perform such work in accordance with the aforementioned Site Plan, then this obligation shall be void; otherwise to remain in full force and effect for a period of three years from April 1, 2007 to_ April 1, 2010 _ Signed, sealed, and dated this 1 s t _ day of April, 2007 Witness: Witness: Neagley & Chase Construction Company By ��✓�' (Seal) M. Danielle M. Martin Adam. Cy Osha Attorney -in -Fact C1 �0000a0a0OElDElOODElDEl0Or-7O0000000a0� POA 45252-4 0 LIMITED POWER OF ATTORNEY 0 Q Acadia Insurance Company Westbrook, Maine 0 WARNING: THIS POWER INVALID IF NOT PRINTED ON GREEN BACKGROUND WITH GREEN BORDER 0 0, o KNOW ALL MEN BY THESE PRESENTS: that Acadia Insurance Company, a corporation organized under the laws of the State of Maine, having its principal office in the City of Westbrook, Maine (the "Company"), does hereby make, constitute and appoint I 0 Sandra D. Delisle, Kathryn J. Gordon, Adam'C. Osha, Christine M. Slocum and Marsha A. Spear of Brattleboro, Vermont 0 0 0 Individually, its true and lawful Attorney -in -Fact, with the power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf, as surety, any and all bonds, i ecoizances, stipulations, and suretyship undertakings and obligations of all kinds, excluding, however, any bonds or undertakings guaranteeing payment of loans, notes or other evidences of a gn 0 indebtedness or the interest thereon, provided, however, that the authority granted hereunder is expressly made subject to the following limitations: 0 0 Single Obligation Limit $5,000,000 0 MTypes of bands, recognizances stipulations and undertakings excluded: None N 0 Acadia Insurance Companyfurther certifies that this Power of Attomey is granted and is executed and sealed under and by authority of the following resolutions adopted by Board of 0 0 Directors of Acadia Insurance Company at a meeting duly called and held on the 1st day of December 1993, to wit: 0 RESOLVED: That any one of the president executive vice president or vice. president, underwriting may appoint attorneys -in -fact or agents with authority as defined or limited in the instrument evidencing the` appointment in each case, for and on behalf of the Company to execute and deliver and affix the seal of the Company to bonds, 0 : stipulations, recognizances and suretyship undertakings and obligations of all kinds; and any one of said officers may remove any such attorney -in -fact or agent and 0 revoke any power of attorney previously granted to such person, whether. or not such officer appointed the attorney -in -fact or agent That any bond, recognizance, stipulation or suretyship undertaking or obligation shall be valid and binding upon the Company, RESOLVED: DI 0 (i) when signed by any one ofthe president, executive vice president or vice president, underwriting and sealed with the Company seal, or 0 0 - - (ii) when duly executed and sealed with the Company seal by one or more attorneys -in -fact or agents pursuant to and within the limits of authority evidenced by the 0 power of attorney issued by the Company to such person or persons, a certified copy of which power of attorney must be attached thereto in order for such obligation - -- to be binding upon the Company. Ni RESOLVED: That the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the El execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company and such signature and seal then so used shall have the 0 ` same force and effect as though manually affixed.- IN WITNESS WHEREOF, Acadia Insurance Company has caused its corporate seal to be hereunto affixed and these presents to be duly executed by its duly authorized officer as of the 14th day 0 of August, 2000. 0 0 0 `\`` v' StJRANCF i i�,4 Acadia Insurance Company El 0 El 0 O: G q�•:�o', 0 0 (Corporate Seal) STATE OF MAINE • • CUM0 BERLAND COUNTY%� ••'•� Mq �N��••' ``�� By William C. Thornton, Its President El El 0 0 On this day, before the undersigned, a Notary Public in and for said District, personally appeared the above named officer of Acadia Insurance Company, to me personally known to be the I individual and officer who executed the preceding instrument, and acknowledged the execution of said instrument to be the voluntary act and deed of the Acadia Insurance Company and his V011mlary act and deed as an officer of said corporation, and that the seal of said corporation was affixed to said instrument by the authority and direction of the said corporation. 0 0 0' Witness my hand and my Notarial Seal at Westbrook, Maine, the day and year last written above. 0 N (Notary Seal) I /1 M JUDITIi HILTON (�l 0 Notary Public, Maine 0 El My, Commission Expires October 1, 2010 0 Notary Public 0:,, CERTIFICATE 0 Tile undersigned, being the Attorney -in -Fact identified in the foregoing Limited Power of Attomey does hereby certify that t original Power Attorney, of which the foregoing is a frill, true and El correct copy, is in full force and effect as of the date hereof. N 0 In witness wkf urn`, I have hereunto subscribed my name in such capacity thiJ S t day of Apr 11 0 0 0 Attomey- Fact 0 (Corpotstte Seal) 0 0 0 0 0 0 0 1 L[3'0" DOL700C�00=00000000GI s6 Impact Fee Calculation for New Non -Residential Construction --> A Project Name B Effective Date C Type of use D Type of construction E Value of construction per square foot from Appendix 1 ' F Total square feet of new construction 012/ G Total value of new construction G>4�>4) E x F H Above m units of $1,000 /G > G / 1000 I Existing land value wt/ Grand list J Above in units of$1,000 36 1/ 1000 K Total value of site and improvements after construction �t S^ �f 69-V G + I L Above in units of$1,000 K / 1000 ROAD IMPACT FEE M Base road impact fee per VTE N Estimated PM peak hour VTEs O Base road impact fee P Credit per $1,000 (Table RD-5) for past payments Q Credit for past payments R Credit per $1,000 (Table RD-6) for future payments S Credit for future payments T Total road impact fee FIRE PROTECTION FEE $144.56 / l/,/I � (o, M x N _ I tea / 7�d,5_JxP LxR y S O-Q-S Estimated post construction value of structure and contents U in units of $1,000 f H x 1.875 V Base fire protection impact fee $0.87 x U Credit per $1,000 of land value (J) for past tax payments W (Table FP-4) From FP-4 X Total credit applicable to project for past tax payments Post -construction value of structure and land excluding Y contents Z Above in units of$1,000 Credit per $1,000 of post -construction value for future tax AA pmts (Table FP-5) AB Total credit applicable to project for future tax payments AC Total fire protection impact fee TOTAL ROAD AND FIRE IMPACT FEE 11 tlz W x J G + I Y / 1,000 ' From FP-4 AAxZ V-X-AB Calculation sheets.xls CIVIL EING ! EEIRI! IG 928 Falls Road P.O. Box 485 Shelburne, VT 05482 December 5, 2006 Mr. Raymond Belair, Administrative Officer City of South Burlington Planning & Zoning 575 Dorset Street South Burlington, Vermont 05401 ASoZ'o JCAA11 VS1 l J C, Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: Logic Supply, Inc. Light Manufacturing Facility SD-06-65 35 Thompson Road, Meadowland Business Park Conditions of Approval Compliance Review Dear Mr. Belair: We want to thank the Planning & Zoning Staff's time to coordinate the major site related design issues for the Logic Supply project with Chief Brent. To assist the City with its review for compliance with the conditions of approval, we have developed the following summary of the Permit conditions and narrative describing how the requirments have been implemented. CONDITIONS OF APPROVAL 1) All previous approvals and stipulations shall remain in full effect, except as amended herein. Acknowledged. 2) This project shall be completed as shown on the plat submitted by the applicant, and on file in the South Burlington Department of Planning and Zoning. Acknowledged. 3) The plans shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plans shall be submitted prior to recording: a) The applicant shall comply with the comments of the South Burlington City Arborist per the letter dated September 28, 2006. Mike Lawrence has integrated the recommendations into the revised plans. Please seethe attached letter from Mike Lawrence which describes the modifications that were made to the plans to address the Arborist's comments. Mr. Raymond Belair Page 2 of 4 December 5, 2006 b) The plans shall be revised to comply with the comments of the South Burlington Fire Department. We have met with the Fire Chief and have revised the proposed initial pavement limits as well as placement of the additional hydrant. The interior building related issues have substantially been addressed with the final corridor layout still to be finalized. We have requested a meeting with the Department to review these issues. c) The plans shall be revised to comply with the requests of the City Engineer as outlined in his memorandum dated September 21, 2006. The addition of clean - outs on the underdrain and the inclusion of a bench mark have been added to the plans. d) The landscaping plan shall be revised to provide screening of the utility cabinets from the roadways. The plans have been revised to include landscaping on the south and east sides to better screen the electrical transformer from Thompson Street and Meadowland Drive. e) The plans shall be revised to remove all reference to and specifications of signs. No signs shall be approved, denied, or otherwise considered as part of this application. The applicant shall apply separately for signage in accordance with the South Burlington Sign Ordinance. The sign references have been removed from the plan. 4) The applicant shall comply with the comments of the South Burlington Water Department per the letter dated September 14, 2006. No issue. The 9-14-06 letter did not require any plan modifications. The plans have been subsequently changed to reflect the more recent memorandum from Jay Nadeau concerning the installation of an additional hydrant in accordance with the request from the Fire Chief. 5) The applicant shall comply with the requirements of the South Burlington Fire Department. We initially met with the Fire Chief to review the site layout issues and out of that meeting have revised the proposed initial pavement limits as well as placement of the additional hydrant. The next meeting is intended to address the building design related issues. 6) The applicant shall comply with the stipulations of the City Engineer as outlined in his memorandum dated September 21, 2006. As outlined above the two plan revisions have been integrated. Mr. Raymond Belair Page 3 of 4 December 5, 2006 7) The applicant shall comply with the requests of the City Arborist as outlined in his letter dated September 28, 2006. Please see the letter from Mike Lawrence addressing these recommendations. 8) The applicant shall obtain preliminary wastewater capacity allocation from the Director of Planning and Zoning, Juli Beth Hinds, prior to recording of the final plat plans. The applications have been forwarded to Juli Beth Hinds. 9) Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Acknowledged. 10) The parking lot for Phase I & II shall be paved prior to issuance of a Certificate of Occupancy to the mutual satisfaction of the Fire Chief and Staff. The agreement with the Fire Chief is that the eastern portions of Phase I will be paved prior to the CO while the remaining portions of Phase I will be completed within 18 months. 11) The applicant shall submit a revised landscaping budget and plan for Phase I prepared by a landscaping professional and in compliance with Table 13-9 and Section 13.06 of the South Burlington Land Development Regulations. The landscaping budget shall meet a minimum of $10,500. Please find attached a copy of the updated Landscaping Budget and revised landscaping plan. 12) The applicant shall post a $10,500 landscaping bond for Phase I. This bond shall remain in full effect for three (3) years to ensure that the landscaping has taken root and has a good chance of survival. The Construction Manager, DEW, will coordinate the filing of the bond during application for the building permit. 13) Prior to issuance of the zoning permit for Phase I, the applicant shall submit an updated signal warrant analysis for the Route 116/Meadowland Dr. intersection. If a signal is warranted, the applicant shall install the signal prior to the issuance of the Certificate of Occupancy. CEA has forwarded this to the City as part of the Act 250 application. Another copy is attached. 14) All new exterior lighting shall consist of downcasting fixtures. Any change to approved lights shall require approval of the Administrative Officer prior to installation. Acknowledged. 15) For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that Phase I of this project will generate 11.25 vehicle trip ends during the P.M. peak hour. Acknowledged. Mr. Raymond Belair Page 4 of 4 December 5, 2006 16) The Development Review Board grants a period of five (5) years for approval of Phase 2 of the proposed development. At such a time as the five years is reached and the applicant has not sought a zoning permit for Phase 2, they shall be eligible, per Section 17.04 of the South Burlington Land Development Regulations, for one (1) extension to an approval if reapplication takes place before the approval has expired and if the Development Review Board determines that conditions are essentially unchanged from the time of the original approval. In granting such an extension, the DRB may specify a period of time up to one (1) year for the extension. Acknowledged. 17) The minimum landscaping requirement, landscape bond, and traffic impact for Phase II shall be determined by the Administrative Officer at the time of permit issuance. Acknowledged. 18) Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. Acknowledged. 19) The mylar shall be recorded prior to zoning permit issuance. To be undertaken. 20) The final plat plan (Sheet C-2) shall be recorded in the land records within 180 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Acknowledged. This completes our summary of the efforts to update the application plans to reflect the conditions of approval for this project. If you should have any questions, please feel free to contact me at 985-2323 x-310. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures Mike Lawrence Letter Updated Landscaping Budget Signal Warrant Review Revised Plans cc: S. Morton (no enclosures) L. Baril-Groenveld (no enclosures) CEA File 06192 (w/ enclosures, no plans) C:\1Let\06192\LocahConditionswcomments.wpd Michael Lawrence Associates Landscape Architects / Site Planning Consultants December 4, 2006 Craig Lambert City Arborist City of South Burlington 500 Patchen Road South Burlington, Vermont 05403 Re: RLxpense to CityArborist comments on Lggic SW,4 South Burlington Lam& -a e Plan and S eczfrcationr Dear Craig, This is a note to clarify that I made the following changes in response to your comments dated 9/28/06. Landscape Plan & Specification Changes A. Item 7 of the Specifications for Planting Trees was revised. It now reads, "Plant substitutions will be permitted if authorized by the Landscape Architect and the Cijy of South Burlington Arborist." B. Note 3 on the Tree Planting Detail was changed. It now reads, "Trees shall be guaranteed for a period of two years after planting." C. The note covering pruning on the Tree Planting Detail was amended to read, "Trim deciduous trees to provide 6 ft. clearance adjacent to sidewalks and parking areas. If you have any further questions, please give me a call. Sincerely yours, Michael Charles Lawrence ASLA /tEMBER American Society Eight Linden Lane Essex Junction, Vermont 05452 of Landscape Architects P/F 802.878,2778 mikelawrencegadelphia. net LOGIC SUPPLY SOUTH BURLINGTON, VT Planting Cost Estimate Phase I Michael Lawrence Assoc. Landscape Architects Essex Junction, VT NEW PLANTING EVERGREEN TREES & SHRUBS December 4, 2006 PLANT SIZE UNIT COST QUAN SUB -TOTAL Ilex glabra 'Compacta' 18-24 in. $40.00 9 $360 Ilex glabra 'Densa' 3 gal. $40.00 2 $80 Picea abies 4-5 ft. $150.00 11 $1,650 Picea abies 5-6 ft. $180.00 4 $720 Picea abies 6-7 ft. $220.00 2 $440 Picea glauca 4-5 ft. $150.00 9 $1,350 Picea glauca 5-6 ft. $180.00 1 $180 Picea glauca 6-7 ft. $220.00 0 $0 Picea glauca 'Densata' 6-7 ft. $220.00 2 $440 Picea pungens 'Fat Albert' 5-6 ft. $300.00 3 $900 $6,120 SHADE TREES Ginko biloba 'Princeton Sentry' 2-2.5 in. $450.00 0 $0 Quercus bicolor 1.75-2 in. $360.00 1 $360 Quercus rubra 1.75-2 in. $360.00 3 $1,080 Tilia cordata'Greenspire' 2-2.5 in. $450.00 4 $1,800 FLOWERING TREES Amelenchier arborea 'Autumn Brilliance' 5-6 ft. Magnolia stellata 5-6 ft. Pyrus calleryana 'Chanticleer' 2-2.5 in. $3,240 $240.00 2 $480 $300.00 4 $1,200 $360.00 0 $0 $1,680 $11,040 928 Falls Road P.O. Box 485 Shelburne, VT 07482 September 25, 2006 a ■ � o� V..;I-1 rl:r•1r;n+ l�r,nrriin�tnr M . r eLCI r\CILICI, LJIJLI aat v Vvt M3 .0 Lfv District Environmental Commission #4 111 West Street Essex Junction, Vermont 05452 Re: Traffic Study Update - Master Plan Permit 4C1005 Logic Supply Land Use Permit Application Meadowland Business Park, South Burlington, VT Dear Mr. Keibel: Phone: 902-09;-2323 lax: 802-98-5-227i E-Mail: n►.ulCDCra-vt-corn The Meadowland Business Park received a Master Plan Land Use Permit approval in 1998. This approval included positive findings for the project and found that it would generate the following traffic volumes- AADT = 6,152 `JTE's AM Peak Hour = 830 VTE's no, it 13P ..I, Llgo ,� — F7`2 \1Tr_'c r wI r Can ::vu� — v t .i v a" Background - The Traffic study indicated that a traffic signal at the intersection of Meadowland Drive and Route 116 would be required once 20% of the projected Meadowland Business Park traffic volumes were reached. The Vermont Agency of Transportation (VAOT) must approve the need for, and installation of, the traffic signal on Route 116. in reviewing the traffic study completed at that time, the Vermont Agency of Transportation recommended; and the District Commission conditioned, that the traffic study be updated each time a lot is proposed for development to allow the VAOT to rnaka a hPttPr Murated decision on the need for a traffic signal at this intersection. Recent History - At this time there is only one occupied building within the Meadowland Business :-lark which is the iA;vC di ;;:e bUis7i37ii9- i:.:cL-J diU-U-J 01-1 L',-. I WU aUUIt: UI ia: projects received Act 250 approvals this year with the following traffic generation characteristics: AM PM Description r-er►mit Peak Hr Peak Hr AADT ABC Office Building 4C1005-2 102 102 400 ThQ Rnr.k C;hiirrh 4C1005-4 15 15 70 O'Brien Bros. Bus. Condo 4C1005-5 53 55 389 Pending applications include - Super -Temp Wire & Cable 4C1005-6 20 20 105 Mr. Peter Keibel Page 2 of 4 September 25, 2006 Traffic Volumes The background traffic volumes utilized in this report are based upon the most recent traffic study update dated May, 2006 as prepared by Lamoureux & Dickenson for the development of Lot 2 at the Meadowland Business Park This study utilizes recent a l I— ! n+ 4 ,hd tF�e manrhy t anr, Press intersection counts of the traffic vOlutnes (g. ei ier a ted vy L-v. �+ and Dynapower buildings that utilize the Meadowland Drive intersection with Route 116. -rrnf€ir vohimes on Route 116 were from seasonally adjusted VAOT counter information. The reported build and no -build level of service (LOS) and associated average delay is outlined below. The build values will be used as background volumes for this report. Intersection Approach Movement Hinesburg Road/Meadowland Dr. Hinesburg Road - SB LT Meadowland Drive- WB LT h/IPar#nwland Drive- WB RT Intersection Approach Movement Hinesburg Road/Meadowland Dr. Hinesburg Road - SB LT Meadowland Drive- WB LT AA,-arinwland Drive- WB RT 2006 AM (DHV) No Build (Background) A (10) C (23) B 04) BuiRA (With Project) A (10) D (27) B (14) 2006 PM (DHV) No Build (Background) A (8) C (16) B (11) Build (With Project) A (8) C (17) B (11) The results of the above traffic generation were utilized in the analysis of whether a traffic signal was warranted based upon peak -hour and four-hour signal warrants as outlined in the Manual of !..!niform.. Traffic Control Devices (MUTCD). Based Upon the _ 1116, :t ...r,+...�,..+,..-ri,�ned th�f nn and TR vt-hir�3es ner hour (vph) traffic volumes on fCou e id wag UGIGI 9 >_ as 1a .a respectively were required to trip the warrants. The projected AM and PM left hand turning movements were estimated to be 11 and 32 vph for the DHV, well below the warrant requirements. Prlect�d Tragic - The projected traffic generation from the Proposed Logic SupplY light manufacturing facility is based upon trip generation values published by the Mr. Peter Keibel Page 3 of 4 September 25, 2006 �. r__ a .i .. c- (ITG) 4 u-�er�r{ rf- a '10,000 SF facility; the institute for i t anspol tatio � u ty}1 r- anticipated traffic generation would be as follows: AAA PM, Description Access Peak Hr Peak Hr AADT Logic Supply Enter 20 4 58 3 19 58 Total 23 23 116 Traffic volumes from Logic Supply and Super- Temp were directionally split as follows: Northbound Southbound AM Peak Hour - in (38) 20% 80% AM Peak Hour - Exit (5) 80% 20% PM Peak Hour - In (6) 15% 85% PM Peak Hour �n -r, -Exit (371 0r_ UO �� Total estimated DHV traffic volumes for all of the approaches are outlined below. 2006 Build AM DHV North Bound Route 116 620 45 -, 2006 Build PM DHV North Bound Route 116 220 8 223 12 97 Meadowland Drive. 155 South Bound Route 116 216 — 496 South Bound Route 116 �- 56 4 ) r 58 38 234 Meadowland Drive Mr. Peter Keibel Page 4 of 4 September 25, 2006 The resulting estimated level of service (LOS) and associated average delay is outlined below: Intersection Approach Movement Hinesburg Road/Meadowland Dr. Hinesburg Road - SB LT Meadowland Drive- WB LT AAParinwlanrl Drive- WB RT Intersection Approach Movement Hinesburg Road/Meadowland Dr. Hinesburg Road - SB LT Meadowland rive- WB LT "Pprinwland Drive- WB RT 2006 AM (DHV) No Build Back round A (10) D (27) B (14) 2006 PM (^HV'l No Build (Background) T A (8) G 117) B (11) Build (With Project) A (10) D (30) B (14) Build (With Project) A (8) C (18) B (11) With the small amount of additional turning movements added from the two light manufacturing uses, the warrant analysis still falls well below the previously outlined warrant trio values. Therefore it is not recommended that a traffic signal be installed at this time. Summary r_ ___uv]1, LIM 11ILA 0�%Jl� 4t,_ ; ,-Iu,;-" nF +ho Fr -affix from the I nnir SlJppIV and Based upon. the above Inlunne..� �.w... - Super -Temp light manufacturing facilities at the Meadowland Business Park will not adversely impact traffic operations in the area and will not trigger the warrants for the installation of a traffic signal at the intersection of Meadowland Business park_ This completes our summary of the proposed traffic conditions at the Meadowland Business Park and the Meadowland Drive intersection with Route 116. if you should have anv questions, please feel free to contact me at 985-2321 Respectfully, f _nnvid S_ Marshall. P.E. project Engineer itjl;ii i cc: M. Neagley, S. Morton, L. Groeneveld , CEA File 06192 CAlLet\06192\Traffic5tudy.wpd September 14, 2006 Civil Engineering Associates, Inc. Mr. Dave Marshall P.O. Box 485 Shelburne, VT 05482 Re: Logic Supply Co. 35 Thompson St. Dear Dave: The South Burlington Water Department has reviewed the site plans for the above referenced project. Please find my comments below. 1. The current set of proposed plans for the above referenced project is acceptable to this department relative to all water related activity except for the following: a. The attached Application for Water Allocation must be completed and returned to the South Burlington Water Department as soon as possible: As your project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. Water distribution system upgrades have been completed that should allow for the construction of your project, pending approval of all other local and State requirements. b. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 2. This Department shall be notified of any changes to this project with revised, updated hard. copy plans for further review. 3. At least 7 days before the start of actual construction the contractor shall notify the SBWD of his intent to proceed, and shall arrange a meeting to discuss the project if necessary. 4. The SBWD shall be notified in advance to inspect the connection for the new water line into this building. 5. The SBWD shall be notified in advance to inspect all joints, fittings, appurtenances, thrust blocks, testing, and crossings prior to backfilling as stated in these plans. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann Larose Doug Brent Plan Reviews: Logic Supply, 35 Thompson St Soutl_ Burlington Fire Depa_ Iment 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief September 29, 2006 Ms. Juli Beth Hines, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont Qy, 4 Dear Juli: I have revi the pl ropose on of e posed commercial building on Thom t = ing recommendations: ✓l . Compliance with all ref em $ Q -Pr14� t Di ion of Fire Safety codes and standards. ✓2. Automatic sprinklers 1 s as' " rc y Vermont Division of Safety. ✓3. Fire Dep pri ction loc speci by SBFD. ✓4. Fire Alarm ;tax c fiedi� " D. ✓5. Provide 24 ho y -site (central station r ri all fire alarm and protection syste s. ✓6. Provide an emergenc box( ►nC31b— sp - fled by SBFD. ✓7. If an elevator is proposed the el a r (N)' e sized large enough to accommodate an ambulance s*p� flat position. �3. I would recommend the instalitional fire hydrant. It would be advantageous to locate it in thearest to Meadowland Drive. ✓9. I have been notified by the Plthat the parking lot is not going to be blacktopped. The Aerial Ladires a paved driveway for set up and operation. 10. Prior to final approval I must re T which show actual location of the corridor fire doors and stairwells. ,ul 1. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. Soutl_ Burlington Fire Depa_ 2ment 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief September 29, 2006 Ms. Juli Beth Hines, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont QYN Re: Logic Supply Thompson Street Dear Juli: I have revi the pl = propose on of posed commercial building on Thom , , ing recommendations: ✓ 1. Compliance with all ref, emei t Did_ ion of Fire Safety codes and standards. ✓2. Automatic sprinklers l s e as rc y Vermont Division of Safety. ✓3. Fire Dep pri ction loc spec i < . by SBFD. ✓4. Fire Alarm e fied• D. ✓5. Provide 24 ho -site (central station gi > n a all fire alarm and protection syste S. ✓6. Provide an emergent box( nC13% spy s fled by SBFD. ✓7. If an elevator is proposed the el a r ;')' e sized large enough to accommodate an ambulance stretch the flat position. vt. I would recommend the installat' ditional fire hydrant. It would be advantageous to locate it in the p nearest to Meadowland Drive. ✓9. I have been notified by the Pl that the parking lot is not going to be blacktopped. The Aerial Ladder requires a paved driveway for set up and operation. 10. Prior to final approval I must re T which show actual location of the corridor fire doors and stairwells. ,;11. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. Page - 2 At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which can be dealt with as needed with the assistance of the developer and the Vermont Division of Fire. Should you need any further assistance on this project please feel free to contact me. Sin e ly, Douglas S. Brent Fire Chief Logic Supply Civil Engineering Assoc Mike Lawrence and Assoc. LA 9/28/06 Good overall plan with a few minor comments: Specifications • Include a clause that species substitutions must be approved by the City Arborist (not just the Landscape Architect • There appears to be a conflict between Landscape Specifications and the specifications in the Tree Planting Detail. Landscape specs require a 2 year guarantee on trees and specs in the Tree Planting Detail require a 1 year guarantee (this may be a distinction between requirements on the general contractor and those on the subcontractor but should be clarified) Tree Planting Detail • I'd recommend pruning to provide 6 feet of clearance only where absolutely necessary (parking areas, sidewalks, traffic islands, etc.) • Traditional staking methods using arbor tie webbing are also acceptable #SD-06-83 #SD-06-84 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING ROLAND & LISA GROENEVELD - PLANNED UNIT DEVELOPMENT 35 THOMPSON STREET PRELIMINARY PLAT APPLICATION #SD-06-83 FINAL PLAT APPLICATION #SD-06-84 FINDINGS OF FACT AND DECISION Roland and Lisa Groeneveld, hereafter referred to as the applicants, are seeking preliminary and final plat plan approval for a planned unit development to construct a 30,000 sq. ft. light manufacturing facility in two (2) 15,000 sq. ft phases, 35 Thompson Street. The Development Review Board held a public hearing on October 3, 2006. Greg Rabideau represented the applicant. Based on testimony provided at the above mentioned public hearing and the plans and supporting materials contained in the document file for this application, the Development Review Board finds, concludes, and decides the following: FINDINGS OF FACT 1. The applicants are seeking preliminary and final plat plan approval for a planned unit development to construct a 30,000 sq. ft. light manufacturing facility in two (2) 15,000 sq. ft phases, 35 Thompson Street. 2. The owner of record of the subject property is Summer Ice Joint Ventures. 3. The subject property is located in the Industrial & Open Space (10) Zoning District. 4. The plans submitted consist of a 24 page set of plans, page two (2) entitled, "Logic Supply Corporation Lot 10 Meadowland Business Park South Burlington Vermont Landscape Plan", prepared by Michael Lawrence Associates, Landscape Architects, dated Sept, 2006. #SD-06-83 #SD-06-84 Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Required Proposed" �1 Min. Lot Size 3 acres 3.22 acres Max. Density n/a n/a Max. Building Coverage 30% 7% Max. Overall Coverage 50% 25% Min. Front Setback 50 ft. >50 ft. Min. Side Setback _ _ 35 ft. >35 ft. Min. Rear Setback 50 ft. Corner lot- no rear setback Max. Building Height 35 ft. 34 ft �l Front Yard Coverage_________ 30% 11.5% zoning compliance n/a no residential units proposed Phase 1 SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The entire meadowland Business Park has been preliminarily approved for water allocation. Still, the South Burlington Water Department has reviewed the project to ensure compliance with the initial approval and has issued comments in a letter dated September 14, 2006. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. #SD-06-83 #SD-06-84 The applicant has submitted sufficient and appropriate grading and erosion control plans The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to this property is proposed via a drive off of Thompson Street, a future public road off of Meadowland Drive. The proposed access drive to the property is listed at 24 feet. This is an appropriate width for the proposed use. The South Burlington Fire Department has reviewed the plans and provided comments in a letter dated September 29, 2006. Of particular importance to the Fire Chief are his requests that an additional fire hydrant be installed and that the parking lot be paved and not gravel. Greater detail on the issue of paving may be found later in this decision. According to the ITE Trip Generation Manual, 7th Edition, the 15,000 square feet of light manufacturing use is estimated to generate 11.25 P.M. peak hour trip ends (.75/1000 SF GFA). This shall be used to calculate traffic impact fees. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no encroachments into the wetlands or wetlands buffer as part of this application The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning districts) in which it is located. According to Section 6.04(A) of the Land Development Regulations, the Industrial -Open Space 10 District is established to provide suitable locations for high -quality, large -lot office, light industrial and research uses in areas of the City with access to major arterial routes and Burlington International Airport. The l0 District regulations and standards are intended to allow high -quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. The proposed project is in compliance with the stated purpose of the 10 District, as outlined in the Land Development Regulations. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open spaces on this property are largely limited to the perimeter of the lot. This should allow for the creation of open spaces between adjoining parcels. 0 #SD-06-83 #S D-06-84 The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. It has already been stated that the Fire Chief has reviewed the plans and provided comments. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The subdivision plans for the entire Meadowland Business Park show details on street utilities, lighting, and stormwater management. These have been approved by the City Engineer, so they are acceptable for the proposed project. The applicant has submitted a lighting point by point plan and cut -sheets for any proposed outdoor lighting. These appear to be in compliance with Appendix D of the Land Development Regulations. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The proposed development of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The applicant has provided for adequate pedestrian movement to and within the subject lot. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the parking requirements for the proposed use shall be .5 spaces per 1000 SF GFA plus 1 space per employee. Based on 30,000 SF, and 85 employees at full build out (per the applicant), one hundred (100) parking spaces shall be required. The applicant is proposing 100 spaces. #SD-06-83 #SD-06-84 Of these spaces, four (4) are required to be handicapped accessible. The site plan shows 4 as handicapped accessible. The dimensions of the proposed parking spaces appear to meet the requirements in Table 13-8 of the Land Development Regulations. The applicant has suggested that the parking lot may initially be covered as gravel and not paved. However, it is extremely important to note that, per discussions with the South Burlington Fire Chief, the aerial ladder trucks cannot be set up on a gravel lot. Pavement of some sort is necessary. Furthermore, it is cautioned that the applicant must meet the number of spaces proposed as part of this application. If the applicant wishes to use gravel, the parking spaces delineated on the plan should somehow be marked. This may be accomplished through concrete markers, or even through markings on the concrete curb. The concrete curb is depicted on the site plan and should remain. Employees and visitors to the site shall still park in accordance with the approved site plan. The parking spaces shall remain in compliance with the regulated width and depth. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is depicted on the plans. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Some of the proposed parking is located in front of the building with respect to Thompson Street. While this is not in conformance with the regulations, the Board finds the parking layout to be acceptable in that the parking will largely be shielded from the more heavily traveled Meadowland Drive. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The height of the proposed building with rooftop apparatus is stated be 34 feet which is within the limitations of the South Burlington Land Development Regulations. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. #SD-06-83 #SD-06-84 The applicant has submitted elevations of the proposed building. The proposed renderings meet this criterion. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted elevations of the proposed building. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. No additional access to abutting properties is necessary. The layout of the area is such that all adjacent properties already have sufficient access. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans depict a dumpster which is noted to be enclosed. The applicant has stated, in a memo to staff dated September 6, 2006, that the dumpster will be screened via a chain link fence with interwoven screening material. This is sufficient. Landscaping and Screening Requirements The minimum landscaping for the subject property will be based on cost projections for the building. The applicant has provided projected building costs for both phases of the proposed development. The applicant should meet the landscaping requirements for only phase 1 of the building at this time. At such time as the applicant pursues phase 2 of the building, the minimum landscaping requirement shall be determined based on building costs at that time. The applicant has submitted a landscaping budget. The applicant shall meet the landscaping budget for only phase 1 of the building. Based on submitted costs of $800,000, the landscaping budget shall be a minimum of $10,500. Furthermore, the applicant has considered the costs of groundcover and flowers as part of the budget. The South a #SD-06-83 #SD-06-84 Burlington Land Development Regulations require that only trees and shrubs may be counted towards meeting the minimum landscaping budget. The budget and plan shall be revised accordingly. Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking areas with twenty-eight (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. All interior and perimeter planting shall be protected by curbing. Interior planted islands shall have a minimum dimension of six (6) feet on any one side, and shall have a minimum square footage of sixty (60) feet. Large islands are encouraged. This parking lot contains more than 28 spaces. The applicant has demonstrated, through the plan and related calculations, that the 10% minimum is being met. Furthermore, the appropriate number of shade trees have been proposed along the perimeter. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The plans depict adequate snow storage areas. Pursuant to Section 13.06(C)(1) of the South Burlington Land Development Regulations, any utility cabinets on the site shall be effectively screened to the approval of the Development Review Board. The proposed electrical transformer on site has been screened by landscaping on the western side. However, it should also be screened in relation to Thompson Street and Meadowland Drive. View Protection Zone The subject property is located within the Hinesburg Road -North Scenic View Protection Overlay District and thus subject to Section 10.03(H) of the South Burlington Land Development Regulations. Specifically, no part of any structure within the zone shall exceed an elevation of 393.5 feet above mean sea level plus 5.8 feet for each 1000 feet that said part of said structure is horizontally distant from the Hinesburg Road -North View Protection Zone Base Line shown on the Scenic View Protections Overlay District Map. The applicant has provided information on the building elevation of the building, and sufficiently demonstrated that the elevation is below the threshold described in Section 10.03(H) of the South Burlington Land Development Regulations. Other The City Engineer has reviewed the plans and provided comments in a memo dated September 21, 2006. The subject property is located within the Industrial Open Space District and as such shall be subject to Section 6.04(F) and 6.05 of the South Burlington Land Development Regulations. The subject property is located within the Airport Approach Cone and as such shall be #SD-06-83 #S D-06-84 subject to Section 13.03 of the South Burlington Land Development Regulations. PHASING The applicant is proposing two phases of development for this project. A phasing plan is appropriate. Per Section 17.04 of the South Burlington Development Review Board, site plan approvals shall expire six (6) months from the date of their approval by the Development Review Board, unless there is a reasonable amount of objective evidence of intent to pursue the furtherance of the project for which the permit was issued. The Development Review Board may grant a longer period of approval for multi -phase development or for other projects that may reasonably require a longer period before start of construction. DECISION Motion by Gayle Quimby, seconded by Roger Farley, to approve Preliminary Plat Application #SD-06-83 and Final Plat Application #SD-06-84 of Roland & Lisa Groeneveld, subject to the following conditions: 1) All previous approvals and stipulations shall remain in full effect, except as amended herein. 2) This project shall be completed as shown on the plat submitted by the applicant, and on file in the South Burlington Department of Planning and Zoning. 3) The plans shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plans shall be submitted prior to recording: a) The applicant shall comply with the comments of the South Burlington City Arborist per the letter dated September 28, 2006. b) The plans shall be revised to comply with the comments of the South Burlington Fire Department. c) The plans shall be revised to comply with the requests of the City Engineer as outlined in his memorandum dated September 21, 2006. d) The landscaping plan shall be revised to provide screening of the utility cabinets from the roadways e) The plans shall be revised to remove all reference to and specifications of signs. No signs shall be approved, denied, or otherwise considered as part of this application. The applicant shall apply separately for signage in accordance with the South Burlington Sign Ordinance. #SD-06-83 #SD-06-84 4) The applicant shall comply with the comments of the South Burlington Water Department per the letter dated September 14, 2006. 5) The applicant shall comply with the requirements of the South Burlington Fire Department. 6) The applicant shall comply with the stipulations of the City Engineer as outlined in his memorandum dated September 21, 2006. 7) The applicant shall comply with the requests of the City Arborist as outlined in his letter dated September 28, 2006. 8) The applicant shall obtain preliminary wastewater capacity allocation from the Director of Planning and Zoning, Juli Beth Hinds, prior to recording of the final plat plans. 9) Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. 10) The parking lot for Phase I & II shall be paved prior to issuance of a Certificate of Occupancy to the mutual satisfaction of the Fire Chief and Staff. 11) The applicant shall submit a revised landscaping budget and plan for Phase I prepared by a landscaping professional and in compliance with Table 13-9 and Section 13.06 of the South Burlington Land Development Regulations. The landscaping budget shall meet a minimum of $10,500. 12) The applicant shall post a $10,500 landscaping bond for Phase I. This bond shall remain in full effect for three (3) years to ensure that the landscaping has taken root and has good chance of survival. 13) Prior to issuance of the zoning permit for Phase I, the applicant shall submit an updated signal warrant analysis for the Route 116/Meadowland Dr. intersection. If a signal is warranted, the applicant shall install the signal prior to the issuance of the Certificate of Occupancy. 14) All new exterior lighting shall consist of downcasting fixtures. Any change to approved lights shall require approval of the Administrative Officer prior to installation. 15) For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that Phase I of this project will generate 11.25 vehicle trip ends during the p.m. peak hour. 16) The Development Review Board grants a period of five (5) years for approval of phase 2 of the proposed development. At such a time as the five years is reached and the applicant has not sought a zoning permit for phase 2, they shall be eligible, per Section 17.04 of the South Burlington Land Development Regulations, for one (1) extension to an approval if reapplication takes place before the approval has expired and if the Development Review Board determines that conditions are essentially unchanged from the time of the original approval. In granting such an extension, the DRB may specify a period of time up to one (1) year for the extension. n. #SD-06-83 #SD-06-84 17) The minimum landscaping requirement, landscape bond, and traffic impact for Phase II shall be determined by the Administrative Officer at the time of permit issuance. 18) Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. 19) The mylar shall be recorded prior to zoning permit issuance. 20) The final plat plan (Sheet C-2) shall be recorded in the land records within 180 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Mark Behr — Yea/nay/abstain/not present Matthew Birmingham — yta/nay/abstain%not present John Dinklage — yta/nay/abstain/not present Roger Farley — >L/nay/abstain/not present Eric Knudsen — yta/nay/abstain/not present Peter Plumeau — yea/nay/abstain/not present Gayle Quimby — Yea/nay/abstain/not present Motion carried by a vote of 6-0-0. Signed this day of John Dinklage, Chair 2006, by Please note: You have the right to appeal this decision to the Vermont Environmental Court, pursuant to 24 VSA 4471 and VRCP 76 in writing, within 30 days of the date this decision is issued. The fee is $225.00. If you fail to appeal this decision, your right to challenge this decision at some future time may be lost because you waited too long. You will be bound by the decision, pursuant to 24 VSA 4472 (d) (exclusivity of remedy; -1n G rc)R- Tram ups Q- & F-cp� "tY-?'Vt,. r1krcr�S RECEIVED DEC 14 2006 City of So. Burlington l Logic Supply Civil Engineering Assoc Mike L, ec&fiq, qAIs RFe6 ,arced with the resnonsibiiity tor tti?/W/%e111er11 of this Good overall plan with a few minor comments: Specifications • Include a clause that species substitutions must be approved by the City Arborist (not just the Landscape Architect • There appears to be a conflict between Landscape Specifications and the specifications in the Tree Planting Detail. Landscape specs require a 2 year guarantee on trees and specs in the Tree Planting Detail require a 1 year guarantee (this ma!';be,�1St1FaR p,�tYti'�,,I@9kIT?�t,� �4t�p�geCpsat�ccQq�T�F�<< those on the subcontractor but should be clarified) Tree Planting Detail • I'd recommend pruning to provide 6 feet of clearance only where absolutely necessary (parking areas, sidewalks, traffic islands, etc.) • Traditional staking methods using arbor tie webbing are also acceptable Vermont Agency of Natural Resources Department of Environmental Conservation PUBLIC NOTICE OF APPLICATION RECEIVED FOR GREENFIELD CAPITAL, LLC COMPUTER MANUFACTURING FACILITY VTS000055 4447-INDC The Water Quality Division of the Vermont Department of Environmental Conservation (the Department) has received an application for a permit to discharge stormwater runoff from construction sites related to the development of a computer manufacturing facility at Meadowlands Business park Lot #10. The applicant is Greenfiled Capital, LLC. The application was originally received on August 29, 2006. The project would discharge sediment and other construction -related pollutants to Potash Brook. The Department's tentative determination is to issue an individual discharge permit with conditions to control, prevent, and mitigate impacts on water quality. Written comments will be accepted at the address below until the close of the public comment period on November 23, 2006. All comments must be received by the Department no later than 4:30 p.m. on that date. A public hearing will be held if there is significant public interest. Interested persons should contact the Water Quality Division at (802) 241-3770 to either request a hearing or to be contacted in the event one is to be held. For information on the application, access to related documents, including the permit fact sheet and the draft permit, or a copy of the Water Quality Standards, interested persons should contact: Vermont Agency of Natural Resources Department of Environmental Conservation Water Quality Division 103 South Main Street, 10 North Waterbury, VT 05671-0408 Telephone: 802-241-3770 A copy of the draft discharge permit is available at this time. The draft permit, fact sheet, and notice will be available within the next five days at the Water Quality Division website: http://www.anr.state.vt.us/dec/waterg/wqdhome.htm. Wallace McLean, for Jeffrey Wennberg, Commissioner Department of Environmental Conservation The Vermont Department of Environmental Conservation is an equal opportunity agency and offers all persons the benefits of participating in each of its programs and competing in all areas of employment regardless of race, color, religion, sex, national origin, age, disability, or other nonmerit factors. e DEVELOPMENT REVIEW BOA") 3 OCTOBER 2006 Mr. Belair said no landscaping is shown on the plan. There is no minimum requirement, but there should be landscaping shown. There is now a berm with landscaping that will disappear. He asked if it will be replaced. Mr. Precourt showed where it might go, but he was not sure. Ms. Quimby moved to approve Final Plat Application #SD-06-81 of Precourt Investment Co., LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 8. Public Hearing: Final Plat Application #SD-06-82 of Windjammer Hospitality Group to amend a previously approved plan for a 159 room motel and a 250 seat standard restaurant. The amendment consists of adding an access drive to serve the adjacent property at 1150 Williston Road,1076 Williston Road: Mr. Dinklage noted this application is related to the previous one. The only change here is to achieve the connection shown in the previous plan. Mr. Precourt said nothing new is being added to this property. Ms. Quimby moved to approve Final Plat Application #SD-06-82 of Windjammer Hospitality Group subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 9. Public Hearing: Preliminary Plat Application #SD-06-83 & Final Plat Application #SD-06-84 of Logic Supply, Inc, for a planned unit development to construct a 30,000 sq. ft. light manufacturing facility in two 15,000 sq. ft. phases, 35 Thompson Street: Mr. Rabideau said there have been few changes since sketch plan. The applicant assembles pre -manufactured computer parts. No metal is melted. No noxious odors. The building will be 2 stories, 30,000 sq. ft. It will be aluminum skinned or galvanized steel with a flat roof. It meets the height limit. The applicant would prefer not to pave the parking lot, but the Fire Chief has a problem with unpaved lots. Mr. Rabideau said he would like a chance to sort something out with the Chief. The approval motion was amended as follows: Stipulation #3 was changed to eliminate all wording after "Fire Department" and add "to the mutual satisfaction of staff and Fire Chief and that the required paved area should be shown on the revised plan. -5- DEVELOPMENT REVIEW BOA") 3 OCTOBER 2006 Stipulation #10 was amended to include the same language as Stipulation #3 Stipulation #5 was amended to change the word "comments" to "requirements" and to eliminate all language after "Fire Department." It was noted that the Fire Chief is also asking for a hydrant. Mr. Rabideau showed the location of hydrants and suggested the Chief may not have known the location of these. Ms. LaRose said the Chief's concern was with having to run a hose across the road. She showed the location on the lot where the Chief wants a hydrant to tap into the water line extension. Mr. Dinklage said the Board will generally follow the Chief s requests. Mr. Rabideau noted the elevator is much larger than the usual size. Regarding landscaping, Mr. Rabideau said they will come in with landscaping in the Phase I project plans. Mr. Belair noted there is a potential need for a traffic light at the intersection. Mr. Marshall said they are required to submit an updated traffic study for each building that goes in. When a traffic light is needed, the Business Owners Property Association will pay for it. Mr. Behr was concerned with not getting to see a plan with parking lot paving. Mr. Marshall said that after they talk with the Chief, they will have to have a final plan to show what is agreed to. Mr. Behr said they also have to satisfy the DRB as to what will be built. Mr. Belair said his concern is to identify spaces to park 100 cars without paving the area. Ms. Quimby moved to approve Preliminary Plat Application #SD-06-83 and Final Plat application #SD-06-84 of Logic Supply, Inc., subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. 10. Continued Public Hearing: Preliminary Plat Application #SD-06-66 and Final Plat Application #SD-06-67 of Vermont Wholesale Foods DBA Harrington Bros., for a planned unit development consisting of a 7500 sq. ft. building with 5000 sq. ft. of warehouse use and 2500 sq. ft. of wholesale distribution use, 400 Patchen Road: Mr. Forsythe said they have added 30% green space on the side of the building. Mr. Dinklage said he is troubled that they can't green up the corner of Landfill Road. Mr. Forsythe said he can't see how that would work for them. Mr. Belair said there are some issues with the plan: it stall says 100% coverage, and with landscaping that changes. The setback line is shown at 30 feet, and it needs to be 50 feet. W 1 � SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 October 19, 2006 Greg Rabideau Rabideau Architects 299 College Street Burlington, VT 05401 Re: DRB Minutes - Logic Corp. Dear Mr. Rabideau: For your records, enclosed is a copy of the approved minutes from the October 3, 2006 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, C?i� V) o'�"Betsy Mc onough Planning & Zoning Assistant Encl. STATE OF VERMONT AGENCY OF TRANSPORTATION POLICY AND PLANNING DIVISION RE: GREENFIELD CAPITAL, LLC ) DISTRICT ENVIRONMENTAL COMMISSION #4 APPLICATION #4C1005-7 _ ) October 12, 2006 ENTRY OF APPEARANCE Please enter the appearance of the Agency of Transportation ("Agency"), State of Vermont, by and through its staff, Sandy Aja, in the above captioned matter. COMMENTS CRITERIA 5: TRAFFIC Based on condition 18 of Act 250 Land Use Permit #4C 1005 for the Meadowland Industrial Park development on VT 116 in the City of South Burlington, a Traffic Impact Study is to be performed at the time each lot is proposed for development. Therefore, VTrans Policy and Planning Division, Traffic Research Unit, requires that a Traffic Impact Study be prepared for the proposed expansion. For further information, please contact Bernard Byrne at 802-828-2685. Requested layout for proposed project on 10/6/2006. Dated October 12, 2006, at Montpelier, Vermont. Respectfully submitted, State of Vermont Agency of Transportation By: %JIOJry-,� Q.�a Sandy Aja Administrative Assistant it CERTIFICATE OF SERVICE I hereby certify that I, Sandy Aja, Administrative Assistant for the Agency of Transportation Policy and Planning Division, sent a copy of the foregoing Comments and Entry of Appearance dated October 12, 2006 regarding File #4C1005-7 by U.S. mail, postage prepaid, to the following: Greenfield Capital, LLC c/o Logic Supply, Inc. 35 Crossroad Waterbury, VT 05676 Summer Ice Joint Venture, LLC c/o Mark Neagley/Neagley & Chase Construction 1.150 Airport Drive, Suite 3 South Burlington, VT 05403 David S. Marshall, P.E. Civil Engineering Associates, Inc. P. O. Box 485, 928 Falls Road Shelburne, VT 05482 Donna Kinville, City Clerk Chair, City Council, Chair City Planning Commission City of South Burlington — 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission 30 Kimball Avenue, Suite 206 South Burlington, VT 05403 Elizabeth Lord, Land Use Attorney ANR/103 South Main St. - Center Bldg., 3d Floor Waterbury, VT 05671-0301 District #4 Environmental Commission Kate Purcell, Acting Chair/Gene Richards/Larry Veladota 111 West Street Essex Junction, VT 05452 Dated October 12, 2006, at Montpelier, Vermont /� lQ QAQ Sandy Aja CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURUNGTON, VERMONI' 05403 (802) 846-4106 FAX (802) 846-4101 October 12, 20o6 Greg Rabideau Rabideau Architects 299 College Street Burlington, VT 05401 Re: Logic Corp. Dear Mr. Rabodeai: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on October 3, 20o6 (effective 10/11/o6). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 18o days (must be submitted & recorded by Aril 9, 200 of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, �-AN y(DWAqk— Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT 7005 3110 0004 4484 7552 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE IZ� O O( Q N/A%ME MAI1 IhJrZ &nnnr:c-c " .. rr%UJCI. I Ut- IN I tKEST 0 , 1'3,j «'(" �� / � "Z i% (�G� '�fi�''iL-,Sv`- CY/r✓LG. ��/�%�LA-f--- V wa CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE:J� �03�� NAME MAII Mr- ai 1r,D1=cQ nme% oo-.-� State of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective January 1, 2005 Chapter 21, Water Supply Rules, Effective April 25, 2005 Case Number: WW-4-2701 PIN: EJ96-0381.05 Landowner: Summer Ice Joint Venture Inc. c/o Mark Neagley 1150 Airport Drive, Suite 105 South Burlington VT 05403 This permit affects property referenced in deeds recorded in Book 387 Page 489 of the Land Records in South Burlington, Vermont. This project, consisting of constructing a 30,000 square foot manufacturing facility (in two phases) with 85 employees on Lot 10 of Permit #EC-4-2004 served by municipal water and wastewater services located at 35 Thompson Street in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. This does not constitute approval under Act 250 case number 4C1009. GENERAL 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department Public Safety, Division of Fire Safety— telephone Williston Regional Office (802) 879-2300, and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans that have been stamped "approved" by the Wastewater Management Division: Proj. No. 06192, Drawing Number C-1 "Overall Site Plan" dated Aug. 2006; Drawing Number C-4 "Utility Plan" dated Aug. 2006; Drawing Number C-6.1 "Utility Details" dated Aug. 2006; Drawing Number C-7.2 "Specifications" dated Aug. 2006; and Drawing Number C-7.3 "Specifications" dated Aug. 2006 prepared by Civil Engineering Associates, Inc. 3. The project shall not deviate from the approved plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. 4. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The permittee shall be responsible for the recording of this permit in the South burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. I' Wastewater System and Potable Water Supply Permit WW-4-2701 Summer Ice Joint Venture, Inc. Page 2 5. All conditions set forth in Permit #EC-4-2004 shall remain in effect except as modified or amended herein. 6. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. A copy of the approved plans and this permit shall remain on the project during all phases of construction, and upon request, shall be made available for inspection by State or local personnel WATER SUPPLY & WASTEWATER DISPOSAL 7. No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a certification from a designer or the installer, signed and dated, that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." This shall include the water supply and wastewater disposal systems, and, water service and sanitary sewer lines to each structure. 8. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. The project is approved for a maximum of 1,148 gallons of water per day. The Wastewater Management Division shall allow no other method, or location of obtaining potable water without prior review and approval. 9. The project is approved for wastewater disposal by the construction of a connection to the municipal wastewater treatment facility as depicted on the approved plans. The project is approved for a maximum of 1,020 gallons of wastewater per day. The Wastewater Management Division shall allow no other method, or location of wastewater disposal without prior review and approval. Dated at Essex Junction, Vermont on October 3, 2006. Jeffrey Wennberg, Commissioner Department of Environmental Conservation By ae-2�— Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board Greenfield Capital, LLC Civil Engineering Associates, Inc. Act 250 District Environmental Commission #4 Department of Public Safety, Division of Fire Safety AGENCY OF NATU )L RESOURCES (ANR) AND NATUR. )RESOURCES BOARD http://www.anr.state.vt.us/declead/pa/index.htm / http://www.nrb.state.vt.us/ PROJECT REVIEW SHEET CC� THIS IS NOT A PERMIT TOTAL # OF DEC PERMITS: PRE -APPLICATION REVIEW: RESPONSE DATE: PENDING APPLICATION #: t0w ? , ' -4,0 / DISTRICT: TOWN: PIN C-J.90 0311te)S OWNER OF PROJECT SITE: APPLICANT OR REPRESENTATIVE: (Name) Irk-,S;4v,� Cti. L (Address) I i SC i�� ZJr. 5a { L to_ (Town) (State) (Zip) S�,�H� (�,Jln.e1�• t)1 - Q5go3 S6? • L, 5 (Name) C�rc.e-.-, '` I Pi 4-,I i (Address) s ) C raSS r� (Town) (State) (Zip) (, ., 056 (Telephone) _Telephone) Project Name: o f 1L) FK kgyL =: Based on a written or oral request or information provided by U received on C-Z)', , a project was reviewed on a tract/tracts of land of f ;ti acres, located on 7,5 ;b r, . The project is generally described as: Cc,•5 r. ►�rl�.s �� l� a�:v o[ 0 �� St CIS � sr- mac' µ-1 vW1 .0 �`� U9R S'`.%, \ 1 G4�. � C✓c"S4 -",L W. , Prior permits from this office: i, uv 11 1 a yL( . 14 L lon9 cc - y - ;'LxOL( PERMITS NEEDED FROM THE DISTRICT ENVIRONMENTAL OFFICE PRIOR TO COMMENCEMENT OF CONSTRUCTION ® I hereby request a jurisdictional opinion from the District Coo or s ' t istrict Coordinator regarding the jurisdiction of 10 V.S.A. Chapter 151 (Act 250) over the project described above. ❑)Zan r/Agent j!J-�Permit Specialist ❑ Other Person 1. ACT 250: THIS IS A JURISDICTIONAL OPINION BASED UPON AVAILABLE INFORMATION, AND A WRITTEN REQUEST FROM THE ANR PERMIT SPECIALIST, THE LAN DOWNER/AGENT, OR OTHER PERSON. ANY NOTIFIED PARTY OR INTERESTED PERSON AFFECTED BY THE OUTCOME MAY REQUEST RECONSIDERATION FROM THE DISTRICT COORDINATOR (10 V.S.A. § 6007 (c) AND ACT 250 RULE 3 (C)) OR MAY APPEAL TO THE ENVIRONMENTAL COURT WITHIN 30 DAYS OF THE ISSUANCE OF THIS OPINION (10 V. S.A. Chapter 220). (U ** Project_.ommercial ❑ Residential ❑ Municipal Has the landowner subdivided before? ❑ Yes ❑ No When/where: # of lots: AN ACT 250 PERMIT IS REQUIRED: Wes ❑ No Copies sent to Statutory Parties: ❑ Yes ARt BASIS FOR DECISION: SIGNATURE: DATE:ADDRESS: District # 'L-i Environmental Commission (AasiWergt) District Coordinat4 Telephone: WASTEWATER MANAGEMENT DIVISION REGIONAL OFFICE: PERMIT/APPROVAL REQUIRED? XYes ❑ No P Wastewater System and Potable Water Supply Permit (#1 & #2)"" ❑ Notice of Permit Requirements (deferral language) #2) ❑ Floor Drains #1.2 ❑ Campgrounds U ❑ Extension of sewer lines (#5) REGIONAL ENGINEER ASSIGNED:' SIGNATURE: , DATE: 9 X-61 ADDRESS: Dept. of Environmental Conservation �5 Environment As t ce Division, Permit Specialist Jeff McMahon Telephone: 802-879-5676 ❑ Wastewater Man ement Division, Telephone: 802-879-5656 OVER »»»»»»» "NOTE: NUMBERS IN PARENTHESES (#) REFER TO PERMIT INFORMATION SHEETS IN THE VERMONT PERMIT HANDBOOK http://www.anr.state.vt.us/dec/permit hb/index.htm THIS IS A PRELIMINARY, NON -BINDING DETERMINATION REGARDING OTHER PERMITS WHICH YOU MAY NEED PRIOR TO COMMENCEMENT OF CONSTRUCTION. PLEASE CONTACT THE DEPARTMENTS INDICATED BELOW. 3. WASTEWATER MANAGEMENT DIVISION, ANR (802-241-3822) Contact: ❑ Discharge Permits: pretreatment; industrial, municipal (#7_1, 7_2, & 8) ❑ Indirect Discharge Permits (#9 & 9.1) ❑ Residuals Management (#10) LJ AIR POLLUTION CONTROL DIVISION, ANR (888-520-4879) Contact: Construction/modification of source L44) Z El open Burning (#18) ❑ Wood Chip Burners (>90 HP) (#14) ElFurnace Boiler Conversion/Installation #( 14) , �,(ndustrial Process Air Emissions (#14) El Diesel Engines (>450 bHP) (## 5. WATER SUPPLY DIVISION, ANR (802-241-3400) (800-823-8500 in VT) Contact: ❑ New Hydrants (#22) ❑ >500' waterline construction (#22) ❑ Community Water System (CWS) ❑ Bottled Water #( 20) ❑ Operating permit (#21) ❑ Transient Non -Community water system (TNC) (121) ❑ Capacity Review for Non -transient non -community water systems (NTNC) (#21) WATER QUALITY DIVISION, ANR STORMWATER PERMITS (Hotline 802-241-4320) (#6 — 6_5 ) Contact: Contact: Stephanie Lanphear 802-241-4320 ❑ River Management (241-3770) ❑ Ponds (#32.1) ;E5-Construction General Permits >1AC of disturbance (#6.1) 7 ❑ Shoreland Encroachment (241-37,77) St?rv,e Hanna (#28) 1!!FStormwater from new development or redevelopment sites #( 6.2 & 6_3) 9-Wetlands (241-3770) #29) Al b,, l.�(,tictC� Zvv�wt5� Multi -Sector General Permit (MSGP) industrial activities w/ SIC codes #6.4) ❑ Stream Alteration / Section 401 Water Quality Certification / Stream Crossing Structures (476-2679 / 879-5631 / 786-5906) (#27 & 2 CD WASTE MANAGEMENT DIVISION, ANR Contact: C_6 r 4 S (1- 5;-� ❑ Hazardous Waste Handler site ID (241-3888) #36) ❑ Underground Storage Tanks (2 1-3888) (#33) ❑ Lined landfills; transfer stations, recycling facilities drop off (241-3444) (#37,39,40) ❑ Asbestos Disposal (241-3444) ,IEKDisposal of inert vraste, untreated wood & stumps (241-3444) & 14) ❑ Composting Facilities (241-3444) (#43) ❑ Waste oil burning (241-3888) ❑ Waste transporter permit (##� ❑ Demolition waste 241-3477 ❑ Used septic system components/stone (#41) 8. FACILITIES ENGINEERING DIVISION, ANR Contact: _ ❑ Dam operations (greater than 500,000 cu. ft.) (241-3451) (#45) ❑ State -funded municipal water/sewer extensions/upgrades and Pollution Control Systems (241-3750) 9. POLLUTION PREVENTION & MERCURY DISPOSAL HOTLINE (1-800-974-9559) (#46) Contact: SMALL BUSINESS & MUNICIPAL COMPLIANCE ASSISTANCE (1-800-974-9559) Contact: RECYCLING HOTLINE (1-800-932-7100) Contact: Judy Mirro/John Daly 10. FISH & WILDLIFE DEPARTMENT (802-241-3700) Contact: ❑ Nongame & Natural Heritage Program (Threatened & Endangered Species) (#47.4) ❑ Stream Obstruction Approval (#47.5) 11 DEPARTMENT OF PUBLIC SAFETY (802-479-7561) or District Office 879-2300 Contact: onstruction Permit fire prevention, electrical, plumbing, accessibility (Americans with Disabilities Act) �, 50, 50.1, 550.2) ❑ Storage of flammable liquids, explosives ❑ LP Gas Storage ❑ Plumbing in residences served by public water/sewer with 10 or more customers #( 50.2) R Boilers and pressure vessels #( 50.3) 12. DEPARTMENT OF HEALTH (800-439-8550 in VT) (802-863-7221) (Lab 800-660-9997) Contact: ❑ Food, lodging, bakeries, food processors 451, 51.1, 52, 53, 53.1) ❑ Program for asbestos control & lead certification (#54, 55, 55.1) ❑ Children's camps ❑Hot Tub Installation & Inspection — Commercial (#51.1) 13. AGENCY OF HUMAN SERVICES Contact: ❑ Child care facilities (1-800-649-2642 or 802-241-2159) (#57) ❑ Residential care homes (241-2345) (Dept. of Aging & Disabilities) (#59) ❑ Nursing Homes (241-2345) (#59) ❑ Assisted Living and Therapeutic Community Residences (241-2345) (#59) 14. AGENCY OF TRANSPORTATION Contact: ❑ Access to state highways (residential, commercial) (828-2653) (#66) ❑ Junkyards (828-2053) (#62) ❑ Signs (Travel Information Council) (828-2651) (#63) ❑ Railroad crossings (828-2710) (## 4 ❑ Development within 500' of a limited access highway (828-2653) (#61) ❑ Airports and landing strips (828-2833) (#65) ❑ Construction within state highway right-of-way (Utilities, Grading, etc.) (828-2653) (#66) ❑ Motor vehicle dealer license (828-2067) (#68) 15. DEPARTMENT OF AGRICULTURE (800-675-9873 OR 802-828-3429) Contact: ❑ Use/sale of Pesticides (828-3429) (#72, 73, 74, 75, 76, 77, 78) ❑ Slaughter houses, poultry processing (828-3429) (#&l) ❑ Milk Processing Facilities (828-3429) (#83, 83.1, 85, 87) ❑ Animal shelters/pet merchant/livestock dealers (828-3429) (#89, 89.1) ❑ Golf Courses (828-2431) #71) Green Houses/Nurseries (828-2431) #79) ❑ Weights and measures, Gas Pumps, Scales (828-2436) (#88) ❑ Medium and Large Farm Operations (828-2431) ❑ Retail Sales/Milk/Meat/Poultry/Frozen Dessert/Class "C" Pesticides (828-3429) (#75.1, 80, 16. VERMONT ENERGY CODE ASSSISTANCE CENTER TOLL FREE 888-373-2255 ❑ VT Building Energy Standards (#47.2) 17. DIVISION FOR HISTORIC PRESERVATION (802-828-3211) ❑ Historic Buildings (#47.1 & 101) ❑ Archeological Sites (#47.1 & 101) 18. DEPARTMENT OF LIQUOR CONTROL (1-800-832-2339) ❑ Liquor Licenses (#U ❑ General Info (1-800-642-3134) SECRETARY OF STATE (1-802-828-2386) Business Registration (#90.1) ❑ Professional Boards (1-800-439-8683) (#90.2) DEPARTMENT OF TAXES (802-828-2551 & 828-5787) Income & business taxes (sales, meals/ rooms, etc) (#91, 92, 93, 94, 95, 96) 21. DEPARTMENT OF MOTOR VEHICLES (802-828-2070) ❑ Fuel Taxes; Commercial Vehicle (#69-70) LOCAL PERMITS (SEE YOUR TOWN CLERK, ZONING ADMINISTRATOR, PLANNING COMMISSION, OR PUBLIC WORKS) 7 U.S. ARMY CORPS OF ENGINEERS, 8 Carmichael St., Ste. 205, Essex Jct., VT 05452 (802) 872-2893 (#97, 98, & U 24. OTHER: Sections #3424 above have been completed by Permit Specialist Jeff McMahon Date: I may be reached at 802-879-5676 Copies have been mailed to: I Revised 6/06 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \drb\ sub\summer_ice\groeneveld\prelim final #9 DEPARTMENT OF PLANNING & ZONING Report preparation date: September 19, 2006 Application received: September 7, 2006 35 Thomson Street PRELIMINARY PLAT APPLICATION #SD-06-83 FINAL PLAT APPLICATION #SD-06-84 Meeting Date: October 3, 2006 Applicant Owner Roland & Lisa Groeneveld Summer Ice Joint Ventures 35 Cross Road 153 Summit Street Waterbury, VT 05676 Burlington, VT 05401 Engineer _Property Information Rabideau Architects Tax Parcel 1715-00035 C 299 College Street Industrial & Open Space District Burlington, VT 05401 Hinesburg Road -North View Protection Overlay Airport Approach Cone Overlay 3.22 acres Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summerice\groeneveld\prelim final Roland and Lisa Groeneveld, hereafter referred to as the applicant, are seeking preliminary and final plat plan approval for a planned unit development to construct a 30,000 sq. ft. light manufacturing facility in two (2) 15,0000 sq. ft phases, 35 Thompson Street. Associate Planner Cathyann LaRose and Administrative Officer, Ray Belair, hereafter referred to as staff, have reviewed the plans submitted on September 7, 2006 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zonin District Re uired Proposed Min. Lot Size 3 acres 3.22 acres Max. Density n/a n/a Max. Building Coverage 30% 7% Max. Overall Coverage 50% 25% Min. Front Setback 50 ft. >50 ft. �l Min. Side Setback 35 ft. >35 ft. Min. Rear Setback 50 ft. Corner lot- no rear setback Max. Building Height J 35 ft. 34 ft Front Yard Coverage 1 30% 11.5% 4 n/a SUBDIVISION CRITERIA zoning compliance no residential units proposed Phase 1 Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The entire meadowland Business Park has been preliminarily approved for water allocation. Still, the South Burlington Water Department has reviewed the project to ensure compliance with the initial approval and has issued comments in a letter dated September 14, 2006. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summerice\groeneveld\prelim final 1. The applicant shall comply with the comments of the South Burlington Water Department per the letter dated September 14, 2006. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 2. The applicant shall obtain preliminary wastewater capacity allocation from the Director of Planning and Zoning, Juli Beth Hinds, prior to recording of the final plat plans. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has submitted sufficient and appropriate grading and erosion control plans The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to this property is proposed via a drive off of Thompson Street, a future public road off of Meadowland Drive. The proposed access drive to the property is listed at 24 feet. This is an appropriate width for the proposed use. The South Burlington Fire Department has reviewed the plans and provided comments in a letter dated September 29, 2006. Of particular importance to the Fire Chief are his requests that an additional fire hydrant be installed and that the parking lot be paved and not gravel. Greater detail on the issue of paving may be found later in this report. 3. The plans shall be revised to comply with the comments of the South Burlington Fire Department per the letter dated September 29, 2006. According to the ITE Trip Generation Manual, 7ch Edition, the 15,000 square feet of light manufacturing use is estimated to generate 11.25 P.M. peak hour trip ends (.75/1000 SF GFA). This shall be used to calculate traffic impact fees. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no encroachments into the wetlands or wetlands buffer as part of this application. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 6.04(A) of the Land Development Regulations, the Industrial -Open Space 10 District is established to provide suitable locations for high -quality, large -lot office, light CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summerice\.qroeneveld\prelim final industrial and research uses in areas of the City with access to major arterial routes and Burlington International Airport. The IO District regulations and standards are intended to allow high -quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. Staff feels the proposed project is in compliance with the stated purpose of the 10 District, as outlined in the Land Development Regulations. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open spaces on this property are largely limited to the perimeter of the lot. This should allow for the creation of open spaces between adjoining parcels. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff has already stated that the Fire Chief has reviewed the plans and provided comments. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 4. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The subdivision plans for the entire Meadowland Business Park show details on street utilities, lighting, and stormwater management. These have been approved by the City Engineer, so they are acceptable for the proposed project. The applicant has submitted a lighting point by point plan and cut -sheets for any proposed outdoor lighting. These appear to be in compliance with Appendix D of the Land Development Regulations. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed development of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summerice\groeneveld\prelim final Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The applicant has provided for adequate pedestrian movement to and within the subject lot. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the parking requirements for the proposed use shall be .5 spaces per 1000 SF GFA plus 1 space per employee. Based on 30,000 SF, and 85 employees at full build out (per the applicant), one hundred (100) parking spaces shall be required. The applicant is proposing 100 spaces. Of these spaces, four (4) are required to be handicapped accessible. The site plan shows 4 as handicapped accessible. The dimensions of the proposed parking spaces appear to meet the requirements in Table 13-8 of the Land Development Regulations. The applicant has suggested that the parking lot may initially be covered as gravel and not paved. However, it is extremely important to note that, per discussions with the South Burlington Fire Chief, the aerial ladder trucks cannot be set up on a gravel lot. Pavement of some sort is necessary. The Board should discuss this matter and render a final decision. Furthermore, staff cautions that the applicant must meet the number of spaces proposed as part of this application. If the applicant wishes to use gravel, the parking spaces delineated on the plan should somehow be marked. This may be accomplished through concrete markers, or even through markings on the concrete curb. The concrete curb is depicted on the site plan and should remain. Employees and visitors to the site shall still park in accordance with the approved site plan. The parking spaces shall remain in compliance with the regulated width and depth. 5. The Development Review Board shall render a decision as to the necessity of paving the parking lot. If the proposed parking lot is to be gravel and not paved, an alternative method shall be conveyed which will identify the individual parking spaces. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is depicted on the plans. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Some of the proposed parking is located in front of the building with respect to Thompson Street. While this is not in conformance with the regulations, staff finds the parking layout to be acceptable in that the parking will largely be shielded from the more heavily traveled Meadowland Drive. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summerice\groeneveld\prelim final Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The height of the proposed building with rooftop apparatus is stated be 34 feet which is within the limitations of the SBLDR. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted elevations of the proposed building. Staff finds that the proposed renderings meet this criterion. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted elevations of the proposed building. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not foresee the need to provide additional access to abutting properties. The layout of the area is such that all adjacent properties already have sufficient access. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summerice\groeneveld\prelim final The plans depict a dumpster which is noted to be enclosed. The applicant has stated, in a memo to staff dated September 6, 2006, that the dumpster will be screened via a chain link fence with interwoven screening material. Staff finds this sufficient. Landscaping and Screening Requirements The minimum landscaping for the subject property will be based on cost projections for the building. The applicant has provided projected building costs for both phases of the proposed development. Staff recommends that the applicant meet the landscaping requirements for only phase 1 of the building at this time. At such time as the applicant pursues phase 2 of the building, the minimum landscaping requirement shall be determined based on building costs at that time. The applicant has submitted a landscaping budget. However, as staff has noted, the applicant shall meet the landscaping budget for only phase 1 of the building. Based on submitted costs of $800,000, the landscaping budget shall be a minimum of $10,500. Furthermore, the applicant has considered the costs of groundcover and flowers as part of the budget. The SBLDR require that only trees and shrubs may be counted towards meeting the minimum landscaping budget. The budget and plan shall be revised accordingly. 6. The applicant should submit a revised landscaping budget and plan prepared by a landscaping professional and in compliance with Table 13-9 and Section 13.06 of the SBLDR. The landscaping budget shall meet a minimum of $10,500. Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking areas with twenty-eight (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. All interior and perimeter planting shall be protected by curbing. Interior planted islands shall have a minimum dimension of six (6) feet on any one side, and shall have a minimum square footage of sixty (60) feet. Large islands are encouraged. This parking lot contains more than 28 spaces. The applicant has demonstrated, through the plan and related calculations, that the 10% minimum is being met. Furthermore, the appropriate number of shade trees have been proposed along the perimeter. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The plans depict adequate snow storage areas. Pursuant to Section 13.06(C)(1) of the South Burlington Land Development Regulations, any utility cabinets on the site shall be effectively screened to the approval of the Development Review Board. The proposed electrical transformer on site has been screened by landscaping on the western side. However, it should also be screened in relation to Thompson Street and Meadowland Drive. 7. The landscaping plan shall be revised to provide screening of the utility cabinets from the roadways. View Protection Zone The subject property is located within the Hinesburg Road -North Scenic View Protection CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summerice\groeneveld\prelim final Overlay District and thus subject to Section 10.03(H) of the SBLDR. Specifically, no part of any structure within the zone shall exceed an elevation of 393.5 feet above mean sea level plus 5.8 feet for each 1000 feet that said part of said structure is horizontally distant from the Hinesburg Road -North View Protection Zone Base Line shown on the Scenic View Protections Overlay District Map. The applicant has provided information on the building elevation of the building, and sufficiently demonstrated that the elevation is below the threshold described in Section 10.03(H) of the SBLDR. Other The City Engineer has reviewed the plans and provided comments in a memo dated September 21, 2006. 8. The applicant shall comply with the stipulations of the City Engineer; the site plans shall be revised accordingly. The subject property is located within the Industrial Open Space District and as such shall be subject to Section 6.04(F) and 6.05 of the SBLDR. The subject property is located within the Airport Approach Cone and as such shall be subject to Section 13.03 of the SBLDR. 9. Prior to issuance of the zoning permit, the applicant shall submit an updated signal warrant analysis for the Route 116/Meadowland Dr. intersection. If a signal is warranted, the applicant shall install the signal prior to the issuance of the Certificate of Occupancy. 10. The plans shall be revised to remove all reference to and specifications of signs. No signs shall be approved, denied, or otherwise considered as part of this application. The applicant shall apply separately for signage in accordance with the South Burlington Sign Ordinance. PHASING The applicant is proposing two phases of development for this project. Staff finds a phasing plan appropriate. Per Section 17.04 of the SBLDR, site plan approvals shall expire six (6) months from the date of their approval by the Development Review Board, unless there is a reasonable amount of objective evidence of intent to pursue the furtherance of the project for which the permit was issued. The Development Review Board may grant a longer period of approval for multi -phase development or for other projects that may reasonably require a longer period before start of construction. Staff suggests the Development Review Board grant a period of five (5) years for approval of phase 2 of the proposed development. At such a time as the five years is reached and the applicant has not sought a zoning permit for phase 2, they shall be eligible, per Section 17.04 of the SBLDR, for one (1) extension to an approval if reapplication takes place before the approval has expired and if the Development Review Board determines that conditions are essentially CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summerice\groeneveld\prelim final unchanged fro the time of the original approval. In granting such an extension, the DRB may specify a period of time up to one (1) year for the extension. 11. The applicant shall obtain a zoning permit for phase 2 of the project within five (5) years of the date that the Development Review Board grants final plat approval. If the applicant does not meet this standard, they shall be eligible to apply for one, one-year extension, eligibility to be determined by the DRB. 12. At the time that the applicant seeks a zoning permit for phase one of the development, the applicant shall only pay traffic and sewer impact fees for phase one of the development. The applicant shall pay traffic and sewer impact fees for phase 2 at such time as they are granted a zoning permit for phase 2 of the development. Staff recommends that the Board approve Preliminary Plat #SD-06-83 and Final Plat #SD-06-84 subject to the applicant addressing the numbered items above. Respectfully submitted, A"AIV A A4�=- hya,,,LaRose, Associate Planner Copy to: Dave Marshall, Civil Engineering Associates Mark Neagley, Neagley and Chase September 14, 2006 Civil Engineering Associates, Inc. Mr. Dave Marshall P.O. Box 485 Shelburne, VT 05482 Re: Logic Supply Co. 35 Thompson St. Dear Dave: The South Burlington Water Department has reviewed the site plans for the above referenced project. Please find my comments below. 1. The current set of proposed plans for the above referenced project is acceptable to this department relative to all water related activity except for the following: a. The attached Application for Water Allocation must be completed and returned to the South Burlington Water Department as soon as possible. As your project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. Water distribution system upgrades have been completed that should allow for the construction of your project, pending approval of all other local and State requirements. b. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 2. This Department shall be notified of any changes to this project with revised, updated hard copy plans for further review. 3. At least 7 days before the start of actual construction the contractor shall notify the SBWD of his intent to proceed, and shall arrange a meeting to discuss the project if necessary. 4. The SBWD shall be notified in advance to inspect the connection for the new water line into this building. 5. The SBWD shall be notified in advance to inspect all joints, fittings, appurtenances, thrust blocks, testing, and crossings prior to backfilling as stated in these plans. } If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann Larose Doug Brent Plan Reviews: Logic Supply, 35 Thompson St Logic Supply Civil Engineering Assoc Mike Lawrence and Assoc. LA 9/28/06 Good overall plan with a few minor comments: Specifications Include a clause that species substitutions must be approved by the City Arborist (not just the Landscape Architect There appears to be a conflict between Landscape Specifications and the specifications in the Tree Planting Detail. Landscape specs require a 2 year guarantee on trees and specs in the Tree Planting Detail require a 1 year guarantee (this may be a distinction between requirements on the general contractor and those on the subcontractor but should be clarified) Tree Planting Detail • I'd recommend pruning to provide 6 feet of clearance only where absolutely necessary (parking areas, sidewalks, traffic islands, etc.) • Traditional staking methods using arbor tie webbing are also acceptable Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 CITY ENGINEER'S COMMENTS Summer Ice .joint Venture (Logic Supply) Meadowland Drive - Thompson Street September 21, 2006 1. Bench marks shall be noted on the plans. 2. Under drains should have clean -outs for cleaning and flushing. Soutij, Burlington Fire Depa, Anent 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief September 29, 2006 Ms. Juli Beth Hines, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Logic Supply Thompson Street Dear Juli: I have reviewed the plans for the proposed construction of the proposed commercial building on Thompson Street. I have the following recommendations: 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Automatic sprinklers and alarm system as required by Vermont Division of Safety. 3. Fire Department Sprinkler Connection location to be specified by SBFD. 4. Fire Alarm panel and enunciator location to be specified by SBFD. 5. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. 6. Provide an emergency key box(s), location to be specified by SBFD. 7. If an elevator is proposed the elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. 8. I would recommend the installation of 1 additional fire hydrant. It would be advantageous to locate it in the parking lot nearest to Meadowland Drive. 9. 1 have been notified by the Planning Office that the parking lot is not going to be blacktopped. The Aerial Ladder Truck requires a paved driveway for set up and operation. 10. Prior to final approval I must review plans which show actual location of the corridor fire doors and stairwells. 11. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. Page - 2 At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which can be dealt with as needed with the assistance of the developer and the Vermont Division of Fire. Should you need any further assistance on this project please feel free to contact me. Sin e ly, Douglas S. Brent Fire Chief Permit Number SD- U6 - v./ CITY OF SOUTH BURLINGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Summer Ice Joint Venture, c/o Mark Neagley, Neagley & Chase Construction, P.O. Box 2283, So. Burlington, VT 05403, P. 658-6320; F. 658-0349 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 387, Page 439 3) APPLICANT (Name, mailing address, phone and fax #) Logic Supply, Inc. 35 Crossroad, Waterbury, VT 05676 P. 244-8302 4) CONTACT PERSON (Name, mailing address, phone and fax #) David S. Marshall, P.E. Civil Engineering Associates, Inc., P.O. Box 485, Shelburne, VT 05482 P. 985-2323; F. 985-2271 5) PROJECT STREET ADDRESS: Lot #10, 35 Thompson Street, Meadowland Business Park, So Burlington, VT 65403 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 1715-00035-C 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) undeveloped commercial lot. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) New light manufacturing facility, 30,000 square feet total with 15,000 square feet in Phase I. c) Total building square footage on property (proposed buildings and existing buildings to remain) Phase 1 15,000 SF; Phase II 15,000 SF Total = 30,000 SF d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Two story structure with a 28' height. e) Number of residential units (if applicable, new units and existing units to remain) None f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): 42 employees in Phase 1; 85 employees total g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Spear Street view Protection Zone and Airport Approach Cone h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: None 8) LOT COVERAGE ( Both Phases) a) Building: Existing 0 % Proposed 14 % b) Overall (building, parking, outside storage, etc) Existing 0 % Proposed 43.3 % c) Front yard (along each street) Existing 0 % Proposed 15 % 9) COST ESTIMATES ( Both Phases) a) Building (including interior renovations): $ 1,600,000 b) Landscaping: $_2 , 774 c) Other site improvements (please list with cost): Parking, access and circulation $100,000: stormwater management $50,000; utilities $35,000 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 116 b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: 2 23 23 8:00 A.M. - 5:00 P.M. Monday thru Friday August 1, 2007 14) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach a separate sheet. Plpase see attached sheet. 15) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: 0* I have reviewed this preliminary plat application and find it to be: LJ Complete ❑ Incomplete ZQ--- �� Myoe-' of Planning & Zoning or Designee North: LOGIC SUPPLY, INC. LIST OF ABUTTERS August 31, 2006 The Church of the Rock 73 Thompson Street So. Burlington, Vermont 05403 East and West: South: Summer Ice Joint Ventures c/o Mark Neagley 113 Heritage Lane Shelburne, Vermont 05482 South Burlington Realty Randy Munson 29 Colton Place Williston, Vermont 05495 Permit Number SD- �6 - CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax 4) Summer Ice Joint Venture, c/o Mark Neagley, Neagley & Chase Construction, P.O. Box 2283,So. Burlington, VT 05403, P. 658-6320; F. 658-0349 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 387, Page 439 3) APPLICANT (Name, mailing address, phone and fax #) _ Logic Supply, Inc. 35 Crossroad, Waterbury, VT 05676 P. 244-8302 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) David S. Marshall, P.E., Civil Engineering Associates, Inc P.O. Box 485, Shelburne, VT 05482 P. 985-2323; F. 985-2271 5) PROJECT STREET ADDRESS 35 Thompson Street, Meadowland Business Park 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 1715-00035-C 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) Undeveloped commercial lot b) Proposed uses on property (include description and size of each new use and existing uses to remain) New light manufacturing facility (30,000 SF) c) Total building square footage on property (proposed buildings and existing buildings to remain) Phase I 15,000 SF- Phase II 15,000 SF; Total - 30,000 SF d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Two story structure with a 28' height. e) Number of residential units (if applicable, new units and existing units to remain) None f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) 85 employees total (no company vehicles) g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Hinesburg Road North View Protection .__Zane and Airport Approach Cone h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. None 8) WETLAND INFORMATION a) Are there any wetlands (Class I, 11, or III) on the subject property? No b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. 2. response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 3.32 Acres (acres /sq. ft.) b) Building Coverage: Existing 0 square feet 0 % Proposed 20, 000 square feet 14 % c) Overall Coverage (building, parking, outside storage, etc): Existing 0 square feet 0 Proposed square feet 43.3 % d) Front Yard Coverage(s) (commercial projects only): Existing square feet 0 % Proposed square feet 15 % 10) AREA DISTURBED DURING CONSTRUCTION: 120,000 sq. ft. * *Projects disturbing more than on -half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking None. 12) COST ESTIMATES a) Building (including interior renovations) $ 1, 600, 000 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ 23, 774 c) Other site improvements (please list with cost) Site = $100, 000 Utilities = $35,000 Stormwater = $50A000 13) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) b) A.M. Peak hour for entire property (in and out) c) P.M. Peak hour for entire property (In and out) 14) PEAK HOURS OF OPERATION 15) PEAK DAYS OF OPERATION 116 23 23 8:00 A.M. - 5:00 P.M. Monday thru Friday 16) ESTIMATED PROJECT COMPLETION DATE August 1, 2007 3 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. See attached sheet 16) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge: — IGNAT � OF 1CANT SIGNATURE OF PkOPERkrY OWNER Do not write below this line DATE OF SUBMISSION: / 66 I have reviewed this preliminary plat application and find it to be: Complete ,,,? ❑ Incomplete of Planning & Zoning or Designee Date North: LOGIC SUPPLY, INC. LIST OF ABUTTERS August 31, 2006 The Church of the Rock 73 Thompson Street So. Burlington, Vermont 05403 East and West: South: Summer Ice Joint Ventures c/o Mark Neagley 113 Heritage Lane Shelburne, Vermont 05482 South Burlington Realty Randy Munson 29 Colton Place Williston, Vermont 05495 CIA L EIIGINEE 1I IG A150!5JrlAVES), 1IN C" 928 Falls Road P.O. Box 485 Shelburne, VT 05482 September 6, 2006 Ms. Cathyann LaRose, Planning Assistant City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Re: Logic Supply, Inc. Light Manufacturing Facility SD-06-65 35 Thompson Road, Meadowland Business Park PUD Preliminary Plat & Final Plat Amendment Application Dear Ms. LaRose: Please find attached a preliminary plat application for the Logic Supply site plan on Lot 10 at the Meadowland Business Park. To assist in your review of the application, we have summarized the Staff sketch plan outline of items to be addressed for the preliminary plat application submittal. 1. The applicant should state the height of the proposed building. The height of the building is 28 feet with mechanical equipment extending the top of the structure to 34 feet. 2. The South Burlington Water Department should review the plans prior to preliminary plat approval. A set of plans has been forwarded to Jay Nadeau for comment. 3. The applicant shall obtain preliminary wastewater capacity allocation from the Director of Planning and Zoning, Juli Beth Hinds, prior to recording of the final plat plans. A copy of the wastewater allocation from the Meadowland Business Park Owner has been enclosed and the City has allocated water and sewer capacity for the full build -out of the Business Park. Still this permit requirement is acceptable. 4. The applicant shall submit grading and erosion control plans as part of preliminary plat application. The Plan set includes the proposed grading plans as well as a separate set of EPSC plans for the project. 5. The plans should be revised to reflect the existing sidewalk. The plans Ms. Cathyann La Rose Page 2 of 5 September 6, 2006 now depict the existing bituminous concrete sidewalk running along the west side of Thompson Street. 6. The South Burlington Fire Chief shall review the plans and provide comments prior to preliminary plat approval. An additional set of plans has been forwarded to you in this package for review by the Chief. 7. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All of the proposed utility lines are depicted to be installed underground. 8. The applicant should submit a lighting point by point plan and cut -sheets for any proposed outdoor lighting. These shall be in compliance with Appendix D of the Land Development Regulations. A lighting plan (Sheet SE-1) and cut sheets have been included in this application package. 9. The applicant should discuss the excessive amount of parking spaces. The Board should make a decision as to the appropriateness of so much parking. The project calls for a full employment number of 85 employees which yields 100 parking spaces under the SBLDR's. In order to mitigate this, the project is proposed to be phased so as to minimize the number of excess parking spaces until the company grows into this employment number. 10. The site plan shall be revised to depict a bicycle rack. The site plan now depicts the installation of a bike rack. 11. The applicant should submit building elevations showing height of the building from the average pre -construction grade. Building elevations with the requested information are attached. 12. The plans shall be revised to depict all dumpsters, adequately screened. The Plans now include location for a trash and recycling dumpster on the north side of the building. Screening will be via a chain link fence with interwoven screening material. Ms. Cathyann LaRose Page 3 of 5 September 6, 2006 13. The applicant shall submit building costs as part of the preliminary plat application. The proposed building cost of construction is estimated to be $800,000 in Phase I and $800,000 for Phase III. 14. The applicant shall submit a landscaping budget for the subject property, in compliance with Table 13-9 of the SBLDR, as part of the preliminary plat application. The landscaping budget is enclosed with this package. 15. The applicant shall submit a landscaping plan for the subject property, prepared in accordance with Section 13.06(G) of the SBLDR, as part of the preliminary plat application. The landscaping plan for the property is attached as Sheet L-1. 16. The plans shall be revised to depict a minimum of 10% of the interior of the parking lot as landscaped islands in compliance with Section 13.06(B) of the SBLDR. The calculations depicting compliance with the 10% minimum is attached with this package. 17. The plans shall be revised to depict snow storage areas. The plans now depict the proposed snow storage areas. The drainage collection system has been aligned to avoid these storage locations. 18. The plans shall be revised to depict any utility cabinets on the site. They shall be effectively screened to the approval of the Development Review Board prior to final plat approval. The proposed electrical transformer at the northeast corner of the building. This feature is located on the landscaping plans with supporting screening. 19. The applicant shall submit building elevations as part of the preliminary plat application. The building elevations shall include the height of the building in relation to mean sea level as well as the horizontal distance of the building from the Hinesburg Road - North View Protection Base Line, in compliance with Section 10.03(H) of the SBLDR. A profile depicting the view protection zone elevation in relation to the building is depicted on Sheet C2.1. 20. The City Engineer shall review the preliminary plat plan and provide comment. Acknowledged. Ms. Cathyann LaRose Page 4 of 5 September 6, 2006 21. Prior to issuance of the zoning permit, the applicant shall submit an updated signal warrant analysis for the Route 116/Meadowland Dr. intersection. If a signal is warranted, the applicant shall install the signal prior to the issuance of the Certificate of Occupancy. Acknowledged. 22. The plans should show any ground mounted HVAC units. All of the proposed HVAC units are to be located on the roof of the building as depicted in the attached building elevations. 23. The plan should be revised to remove all information pertaining to Phase 2 which is not part of this application. The applicant is requesting that the entire project be permitted at this time. It is likely that only the east half will be constructed as part of Phase 1 and we have depicted those approximate limits so as to provide full disclosure of any interim issues that may be of concern. Parking has been distributed along the periphery of the building so as to minimize walking distances for the manufacturing and front office employees. Delivery truck access has been isolated to the north side of the parcel. The pavement has been extended easterly toward the property line in a manner that maximizes ease of back-up maneuvering by the delivery/pick-up tractor trailers (i.e. drivers looking over his/her left shoulder as opposed to right shoulder). Sensitivity to trucks accessing and leaving the facility shows up in the proposed entry drive intersection with Thompson Street. Water, sewer, electrical, telephone and cable stubs were previously installed to the east and south edges of the property line and will be extended into the site to service the proposed facility. Stormwater management in the form of grass -lined treatment swales along the perimeter of the building will be used to provide greater treatment levels than that originally conceived for this lot in the originally issued stormwater permit for the Business Park. The State Stormwater Permit does not require on -site peak flow mitigation as all of the flows from this lot drain directly to the wet pond detention basin to the east of Thompson Road. The Stormwater Permit does limit the impervious areas to no more than 50% coverage of the lot. The future build -out of the site is in compliance with this requirement. Based upon the limited number of issues associated with the project, the Ms. Cathyann LaRose Page 5 of 5 September 6, 2006 applicant is seeking a consolidation of the preliminary and final plat hearings to facilitate project scheduling. Please find attached a completed application and supporting plans for this proposed facility. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures: Seven (7) Full Size and Nine 11" x 17" reduced Size Plan sets including: Cover Sheet L-1 Site Landscaping Plan Sept. 2006 SP1 Meadowland Plat Plan Mar., 1996 C-1.0 Overall Site Plan Aug. 2006 C-2.0 Site Plan Aug. 2006 C-2.1 Building Elevations View Aug. 2006 C-3.0 Site Grading & Drainage Plan Aug. 2006 C-4.0 Site Utility Plan Aug. 2006 SE-4.1 Site Lighting Plan Aug. 2006 C-5.0 EPSC Site Plan Aug. 2006 C-5.1-3 EPSC Phasing Plan Aug. 2006 C-5.4 EPSC Narrative Aug. 2006 C-5.5 EPSC Specifications Aug. 2006 C-5.6 - 7 EPSC Details Aug. 2006 C-6.0 Site Details Aug. 2006 C-6.1 Utility Details Aug. 2006 C-7.0-7.3 Specifications Aug.2006 A-3/A-4 Building Elevations 7-26-2006 Preliminary Plat Application (with fee) Final Plat Application (with fee) Letter to Nadeau, Letter to Searles Wastewater Allocation from Neagley Lighting Cut Sheets Landscaping Cost Estimate 10% Parking Island Calculation CC' R & L. Groeneveld (w/ enclosures), M. Lawrence (w/enclosures), S. Morton (w/ enclosures) CA1Let\06192\Local\LaRosePrelim.wpd CAVIL EAGA! EIIURI� 13 A�S�:o I �i�� INC 928 Falls Road P.O. Box 485 Shelburne, VT 05482 August 15, 2006 Mr. Jay Nadeau, Superintendent City of South Burlington Water Department Queen City Park Road South Burlington, Vermont 05403 Re: Logic Supply Light Manufacturing Facility Meadowland Business Park, South Burlington Dear Mr. Nadeau: Phone: 802-985-2323 Fax: 802-985-227t E-Mail: mail@cea-vt.com In accordance with the request of the Planning & Zoning Office, please find attached a copy of the site plan for the proposed Logic Supply light manufacturing facility to be located on Lot 10, 35 Thompson Street, within the Meadowland Industrial Park. The Planning Office would appreciate your review of the proposed site layout as part of the local approval process. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm Enclosures Site Plan Site Landscaping Plan Site Utility Plan Specifications Sheets & Details cc: R & L Groeneveld (no/ enclosures) S. Morton (no enclosures) S. LaRose (no enclosures) CEA File 06113.00 (w/ enclosures) CA1 Let\06192\Loca1\Nadeau.wpd CAVIL EINGINEEMING A1!1J_'::00C1Art1";50, INC, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 August 15, 2006 Mr. Brian Searles, Airport Manager 1200 Airport Drive, Box 1 South Burlington, VT 05403 Re: Meadowland Business Park - Lot 10 Logic Supply Light Manufacturing Facility Dear Mr. Searles; Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com We are assisting Logic Supply in locating a new light manufacturing facility at the Meadowland Business Park off of Hinesburg Road. The City of South Burlington has asked for your review of the proposed structure height and its potential impacts on the "Airport Approach Cone" as identified in the City's Land Development Regulations. The top of the proposed building is at elevation 362 and will be located 6,700 feet from the south end of runwayl5-33 (8320' x 150, Elevation 334). As this is well outside of the runway protection zone, and other buildings have been permitted within this immediate vicinity of the approach cone, we do not suspect that there is an issue. Nonetheless, we would appreciate your input on the acceptability of this proposed land use and building height within the Airport Approach Cone. Please find attached a copy of the City's Land Use Regulations Zoning Overlay Map in which the approach cone and building site is depicted. If you should have any questions, please feel free to contact me at 985-2323. Respectfu avid S. Marshall, P.E. Project Engineer \dsm Enclosure: Overlay Map cc: S. Morton (w/enclosure) R & L. Groeneveld (w/enclosure) K. Larose (w/enclosure) CAI Let\06192\Local\SearlesApproachCone.wpd Greenfield Capital, LLC. c/o Logic Supply, Inc. Waterbury, Vermont 05676 Summer Ice Joint Venture c/o Neagley 113 Heritage Lane Shelburne, Vermont 05482 Dear Mr. Groeneveld, August 31, 2006 As part of the purchase of Lot #10 in Meadowland Business Park we grant you the following allocations from the master allocations granted to the park during the permitting process. These allocations shall become valid upon completion of the sale and are use specific. Should the use of the building change Summer Ice Joint Venture reserves the right to provide additional allocations or to return unneeded allocations to the partners master allocations list. ■ Sewer allocation of 1020 GPD of the 51,272 GPD allocation ■ Water allocation of 1148 GPD of the 48,468 GPD allocation ■ 100 parking spaces of the 1819 approved ■ Peak hour traffic flow of 23 ■ 116 TPD of 6773 allowed Should you have further questions please contact the undersigned. Sincerely, Mark R.. Neagley, General Ramer Summer Ice Joint Venture 802-658-6320 xl 18 mneagley@neagleychase.com MEDALLION Cat. # Approvals SPAULDING SERIES Job Type APPLICATIONS T • Specification -grade luminaire providing superior uniformity for parking areas, office parks, I — --- e c schools, and walkways. r SPECIFICATIONS _L • Architectural, one-piece die-cast aluminum housing with nominal .125" wall thickness. Contour n lines and radius corners complete unique design. — c • Die-cast aluminum door hinges to housing and secures with two, captive screws. Clear, flat or �- convex, tempered glass lens seals to door and housing with one-piece silicone gasketing. r �I • Specular, anodized aluminum reflectors for horizontal lamp, provide Type II, III, IV, or V square light patterns, and for vertical lamp provide Type IV or V square light patterns. Horizontal Type II, Type IIEMpatterns,patterns. , and vertical Type V reflectors feature unique, patented, micro -faceted designs. IESNA full cutoff . lighting classification achieved with flat lens. A • Die-cast aluminum arm for pole mount features access door to facilitate installation. Wall mount B C EPA Weight available with cast aluminum bracket and arm. FLAT 16.0" 21.75" 10.0" 1.5 ft.' 35 Ibs • Mogul porcelain socket, pulse rated, with spring -loaded, nickel -plated center contact and reinforced 406 mm 552 mm 254 mm 0.1 m2 15.9 kg lamp grip screw shell. Medium base for ED-17 lamp. CONVEX 16.0" 21.75" 13.25" 1.6 ft.' 37 Ibs • CWA Type, HPF ballast, starting rated at -20°F (-40°F for HIPS). 406 mm 552 mm 337 mm 0.2 m' 16k kg • Durable Lektrocote® TGIC thermoset polyester powder coat paint finish assures long life and NOTE.., EPA and weight values do not Include mounting arm maintenance -free service. LISTINGS/CERTIFICATIONS sta: view_ • UL1598 listed and CSA certified for outdoor use in wet locations. �L S�- compliant • IESNA full cutoff classification when configured with flat lens. ORDERING INFORMATION ORDERING EXAMPLE CM - A - H40 - H3 - F - Q - BB - F4 Series Mounting Wattage/ Lamp Lens Voltage Color Options Source Orientation/Distribution SERIES _ _ LAMP OHIENTATIONID/STBIBUT/ON COLON OPTIONS _ CM Medallion Series _ H2 Horizontal II BB Dark Bronze F1 Fusing - 120V H3 Horizontal III BL Black F2 Fusing - 208V - _ MOUNTING H4 Horizontal IV WH White F3 Fusing - 240V _ A Arm Mount (arm not included, H5 Horizontal V (square) GR Gray _ F4 Fusing - 277V _ _ order separately) V4 Vertical IV PS Platinum Silver F5 Fusing - 480V V5 Vertical V s uare RD Red (premium color) _ F6 Fusing - 347V __ _ WATTAGE/SOURCE _ FG Forest Green (premium color) P1 Photo Button - 120V METAL HALIDE LENS CC Custom Color (consult factory) _ P2 Photo Button - 208V _ _ H17' 175 watt (ED-28) _ F Flat _ _ P3 Photo Button - 240V H25 250 watt (ED-28) C Convex _ P4 Photo Button - 277V H40 400 watt (ED-28) P6 Photo Button - 347V SUPER METAL HALIDE VOLTAGE PR1 Photo Cell Receptacle - 120V MS17' 175 watt (ED-28) Q- Quad -Tap® - 120/208/240/277V_ _ PR2 Photo Cell Receptacle - 208V MS25 250 watt(ED-28) 5- 480V PR3 Photo Cell Receptacle - 240V MS40 400 watt (ED-28) T' Tri-Tap® - 120/277/347V GSA PR4 Photo Cell Receptacle - 277V PULSE START METAL HALIDE_ _ PR5 Photo Cell Receptacle - 480V P10 100 watt(ED_17) _ PR6 Photo Cell Receptacle - 347V P12 125 watt (ED-17) QZ Quartz Restrike with lamp P15' 150 watt QED-28) 1 Must use ED-17lamp for vertical orientation with flat lens. _ HS Internal House Side Shield P17'' 175 watt ED 28 - --- 2 Vertical lamp only. ( ) 3 Vertically tamped units available with medium base ED-171amps up to 200w MH/PSMH and 150w HPS. R. R Convex Quick Release P20' 200 watt (ED 28) 4 Factory wired for highest voltage unless specified. RP Removable Powr-Pant- 5 Not available with 100wPulseStartMHlamp. P25 250 watt (ED-28) 6 V4 configurations only for ground relamping. Includes door retention device. TL Tool-ft Tool -free En ry (dear P32 320 watt (ED-28) _ VG Polycarbonate Vandall G Guaardnd P35 _ 350 watt (ED-28) L Lamp P40 400 watt (ED-28) �_ -�— HIGH PRESSURE SODIUM S10' 100 watt (ED-23.5) S151_ 150 watt (ED-23.5) S25 250 watt (ED-18) S40 400 watt (ED-18) SPAULDING LIGHTING SHEET t1 MEDALLION-SPEC6106 ORDERING INFORMATION ORDERING EXAMPLE ARM ARM - C - 5 - S - DB Series Luminaire Arm Pole Shape Color Shape Length SERIES POLE SHAPE COLOR ARM Rigid Arm #1 DRILL PATTERN FOR POLE DB Dark Bronze S Square BL Black LUN/NA/RE SHAPE R4 Round Straight (4.5") WN White C Medallion R5 Round Straight (5") GR Gray R6 Round Straight (6") PS Platinum Silver ARM LENGTH #2 DRILL PATTERN FOR POLE RD Red (premium color) 5 5" Arm (EPA=0.22 ft', 4.0 Ibs) TZ Round Tapered (2.5") FG Forest Green (premium color) (0.02 ml,1.8 kg) T3 Round Tapered (3") cc Custom Color (consult factory) 10, 10" Arm (EPA=0.44 ft2, 6.5 Ibs) T35 Round Tapered (3.5") (0.04 m', 2.9 kg) T4 Round Tapered & Straight (4") 1 Required for 90' con8g"ons WALL BRACKET WB-C-XX Bracket and 5" arm included Replace XX with color designation MAST ARM FILTER MAF-CM-XX Bracket for 23/8" OD horizontal mast arm NUT PLATE NUT SQUARE POLE TAPERED POLE i uninm a� i mnmi s ION - POLE COVER RND. POLE COVER BOLT ARM ARM o' o v 0 NUT E m ARM COVER STRAIGHT SQUARE POLE TAPERED POLE COVER ARM ARM COVER ARM COVER P RND POLE ADAPTER ROUNDSTRAIGHT ROUND POLE POLE (41/2" - 6") 2.25 .875 1 3.5 63 MOLE I 2 HOL 2 HOLES TAPERED ROUND POLE #2 DRILL PATTERN FOR POLES & 4" STRAIGHT ROUND POLE 0.438 4 HOLES 2.0 I 1.25 4.0 O O 0.875 OLE 1.0 2.0 #1 DRILL PATTERN FOR POLES Due to our continued efforts to improve our products, product specifications are subject to change without notice. SPAULDING Spaulding Lighting • 101 Corporate Drive • Spartanburg, SC 29303 • PHONE: 864-599-6000 •UL(�Mm For more information visit our web site: www.spauldinglighting.com Copyright 0 2006 SPAULDING LIGHTING All Rights Reserved MEDALLION-SPECN/NN Printed In USA i FIXTURE TYPE: VANDAL RESISTANT WALL MOUNT HIGH INTENSITY DISCHARGE Lighting" ' HPS 35 - 50 - 70 - 100 - 150W YRV 17 MH 35 - 50 - 70 - 100 - 150W SPECIFICATIONS Eyelid One piece injection molded UV stabilized polycarbonate eyelid. Mechanically interlocked to lens. Color is molded through entire part for scratch resistant finish. Locked in place with one tamper resistant set screw. Lens One piece injection molded UV stabilized prismatic polycarbonate with minimum .130" wall thickness. Available in clear or opal and secured to baseplate with four stainless steel screws and one silicone O-ring. Reflector Die formed heavy gauge specular aluminum, shaped for maximum efficiency. Baseplate Pressure die cast marine grade aluminum. Chemically primed and finished with electrostatically applied polyester powder coat. Housing Pressure die cast marine grade aluminum. Chemically primed and finished with electrostatically applied polyester powder coat. Socket Medium base porcelain. Pulse rated 4kV. Ballast Normal power factor 120V core and coil ballast standard for high pressure sodium. Metal halide ballast is 120V/277V high reactance high power factor. Gasket Closed cell die cut neoprene gasket provided between fixture baseplate and mounting surface. High temperature silicone O-ring between lens and baseplate. UL Listed Wet location, 1598a, C.UL. OPTIONS KO Add (4) 1/2" i.p.t. holes in housing. HPF High power factor for HPS. QR Quartz restrike system (lamp not included). PC Button type photoelectric switch. GLR Fuse and fuse holder. Patent Pending OVERALL DIMENSIONS: Front View 17.00" Side View 8.30" Luminaire LIghting Corporotlon www.luminairelighting.com 7 Olsen Avenue ■ P.O. Box 2104 ■ Edison, New Jersey 08818 ■ Telephone (732) 549-0056 ■ FAX (732) 549-9737 PHOTOMETRIC DATA CANDLEPOWER DISTRIBUTION CURVE MODEL YRV17 - 70 MH LTL #07118 Cast aluminum housing, formed specular aluminum reflector, clear polycarbonate prismatic lens. Lamp: One clear Philips MHC70/U/M/3K 70 Watt ED17 Metal Halide rated at 6000 lumens. Mounting: Wall — — 0° Plane 90° Plane ORDERING INFORMATION YRV 17 - 35HPS Series Lamps (Included) 35 HPS 35 MH 50 HPS 50 MH 70 HPS 70 MH 100 HPS 100 MH 150 HPS 150 MH ZONAL LUMEN SUMMARY Zone Lumens % Lamp % Fixt 0-30 296 4.9 16.0 0-40 487 8.1 26.4 0-60 995 16.6 53.9 0-90 1646 27.4 89.1 90-120 169 2.8 9.2 90-130 189 3.1 10.2 90-150 201 3.3 10.9 90-180 202 3.4 10.9 0-180 1848 30.8 100.0 Total efficiency: 30.8% CIE type: Semi -Direct EXAMPLE: YRV 17 - 70 HPS - 120V - HPF - CP - BILK - QR - 120 - NPF - cP - [WHT - Volts Ballast Lens Colors Options 120 Normal CP-Clear WHT-White KO -Add (4) i.p.t. 277 Power Prismatic BLK-Black holes in housing. Factor OP -Opal BRZ-Bronze OR -Quartz restrike Standard GRY-Grey PC -Photoelectric HPF-High switch Power GLR-Fuse and Factor fuse holder (HPS only) Catalog No.: YRV 17 - 35HPS - 12 Fixture Type: Voltage: 120 Job Name: Approved By: LIFETIME WARRANTY NOTES: Luminaire Vandal Resistant For complete photometric test fixtures feature a lifetime warranty. reports and custom colors or Luminaire Lighting Corporation finishes, please contact your local will repair or replace any fixture representative. damaged due to vandalism for Availability and specifications subject the lifetime of the installation. to change without notice. Luminaire LlphtMq �OO�tOf1 www.luminairelighting.com HID YRV 17 11/05 7 Olsen Avenue ■ P.O. Box 2104 ■ Edison, New Jersey 08818 0 Telephone (732) 549-0056 0 FAX (732) 549-9737 LOGIC SUPPLY SOUTH BURLINGTON, VT Planting Cost Estimate Michael Lawrence Assoc. Landscape Architects Essex Junction, VT NEW PLANTING EVERGREEN TREES PLANT SIZE UNIT COST QUAN SUB -TOTAL Picea abies 4-5 ft. $150.00 14 $2,100 Picea abies 5-6 ft. $180.00 6 $1,080 Picea abies 6-7 ft. $220.00 2 $440 Picea glauca 4-5 ft. $150.00 15 $2,250 Picea glauca 5-6 ft. $180.00 1 $180 Picea glauca 6-7 ft. $220.00 5 $1,100 Picea glauca 'Densata' 6-7 ft. $220.00 2 $440 Picea pungens 'Fat Albert' 5-6 ft. $300.00 3 $900 $8,490 SHADE TREES Ginko biloba 'Princeton Sentry' 2-2.5 in. $450.00 1 $450 Quercus bicolor 1.75-2 in. $360.00 6 $2,160 Quercus rubra 1.75-2 in. $360.00 6 $2,160 Tilia cordata 'Greenspire' 2-2.5 in. $450.00 6 $2,700 $7,470 FLOWERING TREES Amelenchier arborea 'Autumn Brilliance' 5-6 ft. $240.00 2 $480 Magnolia stellata 5-6 ft. $300.00 4 $1,200 Pyrus calleryana'Chanticleer' 2-2.5 in. $360.00 4 $1,440 $3,120 GROUNDCOVER Galium odoratum 4 in pots $1.50 180 $270 Pachysandra terminalis flats $0.80 450 $360 Vinca minor flats $0.80 450 $360 $990 SPRING FLOWERING BULBS Narcissus jonquilla 'Quail' #1 Bulb $0.80 1100 $880 Narcissus jonquilla 'Suzy' #1 Bulb $0.80 1225 $980 Tulipa greigii 'Casa Grande' #1 Bulb $1.20 670 $804 $2,664 Precast Conc Edging If $5.00 208 $1,040 $23,774 SOUTH BURLINGTON FORMULA Construction Budget = 1.6 million 3% - 250,000 $7,500 2% 250,000 $5,000 1% 1,100,000 $11,000 Budget Number $23,500 September 4, 2006 •U a 66 N 'siq ___ y --------------------- -- 1 OR AIN AGE __----� ./ ��r��—��•��— Zp.—O•• ---_ + TPRp£T�P4/^`6 1 I ,�► , fe,.ra a on c�,f or. ' V '� •• J cwmsm + ' �N'I 1 f�1J 1� --•----' I ------------ .. ._. 13 ;y { I .. 1 \ �..__.._ `y as MIL 1 ` ..._ I , I _._.. .,1010 pHAs� _ 1 � l..-.-"-•PPRSP PGLS�-- I �3w i l29 SP PCE57 4 I 1 I ..7 rs t — 7-1 I 1 E i ;-•----•, j yam..{' � ,1 ►�71 �,IQ,NIi I t--' -- fAa 1 1 + li-_ I 1 i.._.._._._maw. 1 vARO _ _' / �7 0 M S 83.53.�9 W E%fSiNJC KE PA" My nlA/I AND DRIVE stn eNcu+eea: I CML ENGINEERING ASSOCIATES, Aasxw seatl= n.c �� .mom e I ACL S He yT WE 1 I D8M DSM t;pN01ETE aW M7f Kaffef I 1 I oerven: SUMMER ICE JOINTVENTURE a TMc1 I4PPIlCAAT. 1 GREENFIELD CAPITAL, LLC � Pfafrn ® 1 LOGIC SUPPLY 1 INC. 1 LOT 10 I MEADOWLAND BUSMESSPARK I 1 1 SOUTH BURLMGTON VERMOM sD I 1 1� I� 1 Ix I 8 I (P I Z 1 )CL 1 1 O � I 1 SITE PLAN ° ° - GRAPHIC SCALE iN rvr 7 AVp• 2006 •� m� r - 2D C-2 w DM Logic Supply, Inc. Parking Lot Green Space 37128 Total Pavement Area (SF) 3712.8 Required Green Space Area (SF) (SF) Area East Side 421 Far east 129 Entry 129 277 Northeast Corner 201 188 Loading Dock East Side 293 Loading Dock West Side 616 Dumpster Area West Side 418 Far Northwest Corner 277 Inside Northwest Corner 200 367 Far West 102 West Entry 102 3720 Total Green Space Island Area Provided (SF) Parking Lot Tree Screening 100 Number of Parking Spaces 5 Number of Spaces per Tree 20 Required Number of Trees 42 Number of Perimeter Trees Provided 928 Falls Road P.O. Box 485 Shelburne, VT 05482 August 15, 2006 Mr. Brian Searles, Airport Manager 1200 Airport Drive, Box 1 South Burlington, VT 05403 Re: Meadowland Business Park - Lot 10 Logic Supply Light Manufacturing Facility Dear Mr. Searles; Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com We are assisting Logic Supply in locating a new light manufacturing facility at the Meadowland Business Park off of Hinesburg Road. The City of South Burlington has asked for your review of the proposed structure height and its potential impacts on the "Airport Approach Cone" as identified in the City's Land Development Regulations. The top of the proposed building is at elevation 362 and will be located 6,700 feet from the south end of runwayl5-33 (8320' x 150', Elevation 334). As this is well outside of the runway protection zone, and other buildings have been permitted within this immediate vicinity of the approach cone, we do not suspect that there is an issue. Nonetheless, we would appreciate your input on the acceptability of this proposed land use and building height within the Airport Approach Cone. Please find attached a copy of the City's Land Use Regulations Zoning Overlay Map in which the approach cone and building site is depicted. If you should have any questions, please feel free to contact me at 985-2323. Respectfu avid S. Marshall, P.E. Project Engineer \dsm Enclosure: Overlay Map cc: S. Morton (w/enclosure) R & L. Groeneveld (w/enclosure) K. Larose (w/enclosure) CA I Let\06192\Local\SearlesApproachCone. wpd W-*- Overlay Districts Map �Vv Town Boundary Roads Airport Approach Boundary Traffic Overlay District ® Balance of Restricted Roads - Zone 5 High Volume Roadway Segment - Zones 2,3, & 4 Major Intersections - Zone 1 City Center Design Review Overlay Districts ® DESIGN DISTRICT 1 DESIGN DISTRICT 2 F DESIGN DISTRICT 3 loodplain Overlay = 100 Yr. Floodplain Scenic View Protection Overlay Districts DORSET PARK HINESBURG RD. -NORTH HINESBURG RD. - SOUTH SPEAR ST. - ALLEN RD, ® SPEAR ST. - OVERLOOK PARK SPEAR ST. - RIDGE 0 Bartlett Brook Overlay District ZONE'DJ A E ONE C ZONE B PUBLIC HEARING SOUTH BURL- INGTON DEVELOPMENT REVIEW BOARD The South Burlington De- velopment Review Board will hold 4. Preliminary Plat application a public hearing at the South #SD-06-83 and Final Plat applica- Burlington City Hall Conference tion #SD-06-84 of Logic Supply, Room, 575 Dorset Street, South Inc. for a planned unit develop - Burlington, Vermont on Tuesday, ment to construct a 30,000 SF October 3rd, 2006 at 7:30 PM to light manufacturing facility consider the following: 1. Condi- in two (2) 15,000 SF phases. tional Use application #CU-06-04 Physical Address: 35 Thompson of the South Burlington School 1 Street. District seeking permission to Copies of the applications are install four (4) eighty foot (80') available for public inspection high pole lights at the South at the South Burlington City Burlington High School. Physical I Hall from 8:00 AM to 4:30 PM, address: 550 Dorset Street 2. Monday through Friday. Final Plat application #SD-06- September 13, 2006 I 81 of Precourt Investment Co., John Dinkalge, Chairman LLC to amend a planned unit South Burlington Development development consisting of three Review Board. (3) buildings of 9800 SF, 3800 PUBLIC HEARING SF and 4500 SF for a multiple SOUTH BURLINGTON DEVELOP - number of tenants and a multiple MENT REVIEW BOARD number of uses. The amendment The South Burlington Develop - consists of (1) adding an access ment Review Board will hold drive to 1076 Williston Road, (2) a public hearing at the South expanding the parking area for Burlington City Hall Conference 1150 Williston Road by 20 park- I Room, 575 Dorset Street, South ing spaces, and (3) merging 1150 Burlington, Vermont on Tuesday, Williston Road with 1160-1174. October 3rd, 2006 at 7:30 PM to Physical Address: 1174 Williston consider the following: Road.3. Final Plat applica- Final Plat application #SD-06-85 tion #SD-O6-82 of Windjammer of Jeffrey & Elizabeth Goldberg Hospitality Group to amend a for a two-year extension to a previously approved plan for a previously approved five (5) lot 159-room motel and 250-seat residential subdivision expiring restaurant. The amendment con- October 7, 2006 pursuant to Ar- sists of adding an access drive tide 15 of the South Burlington to serve the adjacent property Land Development Regulations. at 1150 Williston Road. Physical Copies of the application are Address: 1076 Williston Road. available for public inspection at the South Burlington City Hall from 8:00 AM to 4:30 PM, Monday through Friday. September 13, 2006 John Dinkalge, Chairman South Burlington Development Review Board. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4lo6 September 18, 2006 Summer Ice Joint Venture c/o Mark Neagley Neagley & Chase PO Box 2283 South Burlington, VT 05407 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-4106 if you have any questions. Sincerely, C Betsy McDonough Planning & Zoning Assistant Encl. cc: Dave Marshall CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 September 18, 2006 The Rock of Greater Burlington 145 Pine Haven Shores Shelburne, VT 05482 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, �C=l Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 September 18, 2006 Randall Munson South Burlington Realty PO Box 2204 South Burlington, VT 05407 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy M Donough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT' OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 28, 2006 David Marshall Civil Engineering Associates PO Box 485 Shelburne, VT 05482 Re: 35 Thompson Street Dear Mr. Marshall: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, October 3, 2006 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, y Betsy McDonough Planning & Zoning Assistant Encl. cc: Brian Precourt r ot h -/- Ye. 1-z a rc. �e c c aw 14n ` 7'h O J77lo c5vt ? l7v �Cl IC�7�� ' /G % �� S r/ �aU e c leea ,7 vu cS' 't D c� G &A Gam• c /` Wv Y f�- CIYI L E, GOIINEER111G A'S 0C.I �rt": !IN C& 928 Falls Road P.O. Box 485 Shelburne, VT 05482 September 26, 2006 Mr. Peter Keibel, District Coordinator District Environmental Commission #4 111 West Street Essex Junction, Vermont 05452 Re: Logic Supply Land Use Permit Application 4C1005-7 Meadowland Business Park, South Burlington, VT Dear Mr. Keibel: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Thank you for your recent review letter concerning the additional items required to make the application for the Logic Supply, Inc. light manufacturing facility at the Meadowland Business Park complete. We have enclosed five (5) copies of the following documents per your request: 1. Schedule B narrative for Criterion 5 (Traffic) and 9(K) - Municipal Impacts 2. Traffic report addressing the technical issues associated with Criterion 5 - Traffic. 3. Cumulative Resource Impact Table for all projects at the Meadowland Business Park. 4. Ability to serve letters from utilities 5. Stormwater compliance letter from DEC Water Quality Division, Stormwater Section. A copy of the certificate of service indicating that this information has been forwarded by US Mail to the statutory parties is also attached. If you should any questions concerning the responses to any of the criteria, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm cc: Certificate of Service List (w/ enclosures) L. Baril-Groeneveld (w/ enclosure) S. Morton (w/ enclosure) M. Neagley (w/enclosure) CEA File 06992.00 CA1Let\06192\Act 250\Keibel2.wpd APPLICANT: Greenfield Capital, LLC PROJECT NAME: Logic Supply South Burlington, VT SCHEDULE B - Supplemental Submittal Criterion 5) Highways and Other Means of Transportation: Demonstrate that the project will not cause unreasonable congestion or unsafe conditions with respect to the use of highways and other means of transportation. a) Indicate where you propose vehicles will have access to a state or local highway from this project. The project will gain access from a revised curb cut on Thompson Street. This road intersects with Meadowland Drive which in turn intersects with Route 116 - Hinesburg Road. b) Describe the design of the driveway(s) or road intersection(s) and demonstrate adequate safety (include number of lanes, traffic controls or signals, approach grades, corner sight distances in each direction along the state or local highway, legal or posted speed limits, etc.). The proposed driveway will have an approach gradient that does not exceed 3% so as to provide safe queuing and entry onto Thompson Street. The proposed relocation of the curb will place the entry point onto Thompson Road further from the intersection with Meadowland Drive thereby reducing any potential conflicts with vehicles queued on Thompson Street. The only sight line restrictions are the existing street trees which at 60' on -center provide ample room between trees to see on -coming vehicles. Based upon the limited amount of trip ends to be generated by the project the two lane entry will serve this project adequately. c) Is a permit required from the Utilities Unit of the Vermont Agency of Transportation (VTrans) for commercial or residential access onto a state highway? [ ] Yes or [ X ] No. d) Is a permit required from your municipality for access onto a town or city highway? [X] Yes [ ] No. This takes the form of specific Planning and Zoning approvals from the City of South Burlington. The Master Plan Approval from the City provides guidance on the locations of these curb cuts. The City's approval of the development of each lot provides the right to construct the curb cuts. e) If a new roadway is involved, indicate the length of the road and the maximum gradient. (Show road location, profile, and cross sections on site plan unless waived by District Coordinator.) Also, please keep in mind that if the subdivision road enters onto a State highway, the intersection geometrics will need to conform with VTrans Access Guidelines and Standards. No new roadways are proposed. f) If a subdivision roadway is involved, will the road be built to municipal specifications? [X] Yes [ ] No. Has the town agreed to accept the roadway after it is constructed? [X] Yes [ ] No. (Include letter from the municipality confirming this.) Not Applicable g) Demonstrate that emergency vehicles and trucks will have sufficient access into the project site and can easily turn around. The proposed circulation pattern will allow ready access to three sides of the building. The site has been designed to facilitate the turning around of a WB-62 truck which is larger than the City of South Burlington's Tower Truck. (See Attachment 1 - Site Plan). h) Demonstrate that adequate parking for peak periods will exist for the project. The project will provide on -site parking consistent with the requirements set forth by the City of South Burlington Development Regulations. In this case one space for each employee plus an additional 15 spaces for visitors has been provided. It is the experience of the applicant (from their current operations in Waterbury) that there will be an adequate number of spaces. 1) Demonstrate that the traffic associated with the project will not create unreasonable congestion or unsafe conditions on nearby highways or nearby intersections. Include existing traffic counts for affected roadways and predicted traffic volumes (during peak hours) to be generated by the project. The estimated trip generation from this project is 23 AM Peak Hour VTE's, 23 PM Peak Hour VTE's and an average annual daily traffic volume of 116 VTE's. The additional traffic from this project will not require the implementation of any additional mitigation measures. Please see attached traffic report. j) Demonstrate that pedestrian safety on and off site has been adequately addressed. Pedestrian movements from the parking lot to the building have been addressed by including a concrete sidewalk on all three sides of the building where parking is situated. Thompson Street currently has a 6' wide bituminous concrete sidewalk that ties into the 8' wide recreation path on Meadowland Drive. It is the intent to utilize the 24' wide driveway as a shared access for both the limited amount of vehicular traffic and pedestrians. k) Demonstrate that the proposed project will not cause unreasonable delays or unsafe conditions for users of existing pedestrian, bicycle, and/or public transportation facilities. The proposed project does not call for any new curb cuts not previously approved by the City. Therefore there are no additional unintended impacts. If the project involves or may affect a railroad, airport, or other means of transportation not addressed in a) through k) above, check here [ ] and contact the District Coordinator for guidance. Please see the letter to Searles which identifies the project and its presence within the airport approach cone. This letter indicates that the project is located outside of the FAA mandated clear areas and does not have a height which would impede airport approaches. Criterion 9K) Public Investments: Demonstrate that the project will not endanger anv acent public investment: a) If any public facilities or lands (highways, parks, schools, fire stations, sewer lines, state access or conservation areas, etc.) are located adjacent to or on the project site, demonstrate that the project will not significantly affect those facilities. Provide a letter from the municipality or other owner of the public facility. The proposed project is located adjacent to Thompson Street and the water and sewer infrastructure located therein. The proposed project will have minimal if any impact on these investments since utility stubs were left off for this site thereby eliminating the need to disturb the existing roadway, sidewalk or recreation path systems. The traffic study indicates that the traffic levels are well under the warrant values which would trigger the required traffic signal improvements at the intersection of Meadowland Drive and Route 116 (Hinesburg Road) (See Traffic Report). A comparison of the allocated capacity of the sewer and water lines against what has been permitted to date is included as an attachment. Supporting Enclosures Searles Letter Traffic Report Resource Impact Summary Municipal Impact Questionnaire CIVIL El 1C>> IEEMNG) AJSJOCI QPS. MCI. 928 Falls Road Y.O. Box 485 Shelburne, VT 05482 September 25, 2006 Mr. Peter Keibel, District Coordinator District Environmental Commission #4 111 West Street Essex Junction, Vermont 05452 Re: Traffic Study Update -Master Plan Permit 4C1005 Logic Supply Land Use Permit Application Meadowland Business Park, South Burlington, VT Dear Mr. Keibel: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@eea-vt.com The Meadowland Business Park received a Master Plan Land Use Permit approval in 1998. This approval included positive findings for the project and found that it would generate the following traffic volumes: AADT = 6,152 VTE's AM Peak Hour = 830 VTE's PM Peak Hour = 673 VTE's Background - The Traffic study indicated that a traffic signal at the intersection of Meadowland Drive and Route 116 would be required once 20% of the projected Meadowland Business Park traffic volumes were reached. The Vermont Agency of Transportation (VAOT) must approve the need for, and installation of, the traffic signal on Route 116. In reviewing the traffic study completed at that time, the Vermont Agency of Transportation recommended, and the District Commission conditioned, that the traffic study be updated each time a lot is proposed for development to allow the VAOT to make a better educated decision on the need for a traffic signal at this intersection. Recent History - At this time there is only one occupied building within the Meadowland Business Park which is the ABC office building located on Lot 4. Two additional projects received Act 250 approvals this year with the following traffic generation characteristics: AM PM Description Permit Peak Hr Peak Hr AADT ABC Office Building 4C1005-2 102 102 400 The Rock Church 4C1005-4 15 15 70 O'Brien Bros. Bus. Condo 4C1005-5 53 55 389 Pending applications include: Super -Temp Wire & Cable 4C1005-6 20 20 105 Mr. Peter Keibel Page 2 of 4 September 25, 2006 Traffic Volumes The background traffic volumes utilized in this report are based upon the most recent traffic study update dated May, 2006 as prepared by Lamoureux & Dickenson for the development of Lot 2 at the Meadowland Business Park This study utilizes recent intersection counts of the traffic volumes generated by Lot 4 and the nearby Lane Press and Dynapower buildings that utilize the Meadowland Drive intersection with Route 116. Traffic volumes on Route 116 were from seasonally adjusted VAOT counter information. The reported build and no -build level of service (LOS) and associated average delay is outlined below. The build values will be used as background volumes for this report. Intersection Approach Movement Hinesburg Road/Meadowland Dr. Hinesburg Road - SB LT Meadowland Drive- WB LT Meadowland Drive- WB RT Intersection Approach Movement Hinesburg Road/Meadowland Dr. Hinesburg Road - SB LT Meadowland Drive- WB LT Meadowland Drive- WB RT 2006 AM (DHV) No Build (Background) A (10) C (23) B (14) Build (With Project) A (10) D (27) B (14) 2006 PM (DHV) No Build (Background) A (8) C (16) B (11) Build (With Project) A (8) C (17) B (11) The results of the above traffic generation were utilized in the analysis of whether a traffic signal was warranted based upon peak -hour and four-hour signal warrants as outlined in the Manual of Uniform Traffic Control Devices (MUTCD). Based upon the traffic volumes on Route 116, it was determined that 60 and 75 vehicles per hour (vph) respectively were required to trip the warrants. The projected AM and PM left hand turning movements were estimated to be 11 and 32 vph for the DHV, well below the warrant requirements. Projected Traffic - The projected traffic generation from the proposed Logic Supply light manufacturing facility is based upon trip generation values published by the Mr. Peter Keibel Page 3 of 4 September 25, 2006 Institute for Transportation Engineers (ITE). Based upon a 30,000 SF facility, the anticipated traffic generation would be as follows: AM PM Description Access Peak Hr Peak Hr AADT Logic Supply Enter 20 4 58 Exit 3 19 58 Total 23 23 116 Traffic volumes from Logic Supply and Super -Temp were directionally split as follows: Northbound Southbound AM Peak Hour - In (38) 20% 80% AM Peak Hour - Exit (5) 80% 20% PM Peak Hour - In (6) 15% 85% PM Peak Hour - Exit (37) 85% 15% Total estimated DHV traffic volumes for all of the approaches are outlined below. 2006 Build AM DHV North Bound Route 116 620 — --- 155 South Bound Route 116 45 �,, 216 s ) r 223 12 97 Meadowland Drive 2006 Build PM DHV North Bound Route 116 220 — 8 — 496 South Bound Route 116 56 4 ) r 58 38 234 Meadowland Drive Mr. Peter Keibel Page 4 of 4 September 25, 2006 The resulting estimated level of service (LOS) and associated average delay is outlined below: Intersection Approach Movement Hinesburg Road/Meadowland Dr. Hinesburg Road - SB LT Meadowland Drive- WB LT Meadowland Drive- WB RT Intersection Approach Movement Hinesburg Road/Meadowland Dr. Hinesburg Road - SB LT Meadowland Drive- WB LT Meadowland Drive- WB RT 2006 AM (DHV) No Build (Background) A (10) D (27) B (14) 2006 PM (DHV) No Build (Background) A (8) C (17) B (11) Build (With Project A (10) D (30) B (14) Build (With Project) A (8) C (18) B (11) With the small amount of additional turning movements added from the two light manufacturing uses, the warrant analysis still falls well below the previously outlined warrant trip values. Therefore it is not recommended that a traffic signal be installed at this time. Summary Based upon the above information, the inclusion of the traffic from the Logic Supply and Super -Temp light manufacturing facilities at the Meadowland Business Park will not adversely impact traffic operations in the area and will not trigger the warrants for the installation of a traffic signal at the intersection of Meadowland Business park_ This completes our summary of the proposed traffic conditions at the Meadowland Business Park and the Meadowland Drive intersection with Route 116. If you should have any questions, please feel free to contact me at 985-2323. Respectfully, David S. Marshall, P.E. Project Engineer \dsm CC' M. Neagley, S. Morton, L. Groeneveld , CEA File 06192 C\1Let\06192\TrafficStudy.wpd Act 250 (GPD) Project Lot # Acres Permit Water Master Plan Approval 116.73 4C1005 48,468 ABC Office Building 4 3.13 4C1005-2 2,250 The Rock Church 11 3.12 4C1005-4 1,301 O'Brien Comm. Condo 2 8 4C1005-5 945 Super -Temp 6 3.29 4C1005-6" 675 Logic Supply 10 3.22 4C1005-7* 1,148 Remaining Capacity 7 95.97 42,149 % Capacity Used 38% 18% 13% aJsrnm (VTE) (VTE) (VTE) (GPD) Project Traffic Project Traffic Total Daily (Spaces) Sewer AM Peak Hour PM Peak Hour Project Traffic Parking 51,272 830 673 6,773 1,819 1,800 102 102 400 123 1,092 15 15 70 125 945 53 55 389 90 600 20 20 105 30 1,020 23 23 116 100 45,815 617 458 5,693 1,351 11% 26% 32% 16% 26% C VI! Ell G INEEM HGo AJJJCIAfrJ, 11NIC, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 August 15, 2006 Mr. Brian Searles, Airport Manager 1200 Airport Drive, Box 1 South Burlington, VT 05403 Re: Meadowland Business Park - Lot 10 Logic Supply Light Manufacturing Facility Dear Mr. Searles; Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com We are assisting Logic Supply in locating a new light manufacturing facility at the Meadowland Business Park off of Hinesburg Road. The City of South Burlington has asked for your review of the proposed structure height and its potential impacts on the "Airport Approach Cone" as identified in the City's Land Development Regulations. The top of the proposed building is at elevation 362 and will be located 6,700 feet from the south end of runwayl5-33 (8320' x 150 ; Elevation 334). As this is well outside of the runway protection zone, and other buildings have been permitted within this immediate vicinity of the approach cone, we do not suspect that there is an issue. Nonetheless, we would appreciate your input on the acceptability of this proposed land use and building height within the Airport Approach Cone. Tlease find attached a copy of the City's Land Use Regulations Zoning Overlay Map in which the approach cone and building site is depicted. If you should have any questions, please feel free to contact me at 985-2323. ZRespec avid S. Marshall, P.E. project Engineer \dsm Enclosure: Overlay Map cc: S. Morton (w/enclosure) R & L. Groeneveld (w/enclosure) K. Larose (w/enclosure) C:\1 Let\06192U.ocal\SearlesApproachCone.wpd Overlay Districts Map Town Boundary N Roads Airport Approach Boundary Traffic Overlay District ® Balance of Restricted Roads - Zone 5 High Volume Roadway Segment - Zones 2,3, & 4 Major Intersections - Zone 1 �i`ty Center Design Review Overlay Districts ® DESIGN DISTRICT 1 DESIGN DISTRICT 2 DESIGN DISTRICT 3 loodplain Overlay 0 100 Yr. Poodplair Scenic View Protection Overlay Districts DORSET PARK HINESBURG RD. - NORTH HINESBURG RD. -SOUTH SPEAR ST. - ALL.EN RD. ® SPEAR ST. - OVERLOOK PARK SPEAR ST. - RIDGE Cj Bartlett Brook Overlay District ZONE D 1 ;ZO�N I O NE C ZONE B n ACT 250 MUNICIPAL IMPACT QUESTIONNAIRE This questionnaire is intended to help applicants gather evidence to submit under Criterion 7 - Municipal Services. A letter or narrative from the Town Manager, Selectboard Chair or appropriate official may also serve as evidence.. APPLICANT TO COMPLETE: Applicant Name: Logic Supply, Inc. Municipality: City of South Burlington Title and Date of Site Plan Submitted: Site Plan Sheet C-4 dated Aug, 2006 TOWN MANAGER, DEPARTMENT HEADS, OR EQUIVALENT TO COMPLETE: a) Does the municipality have the capacity to provide the following services without unreasonable burdens for the above project: Fire Protection X Yes No Mun. does not provide this service. Police Protection X Yes _No _ Mun. does not provide this service. Rescue Service X Yes _No Mun. does not provide this service. Solid Waste Disposal _Yes _No X Mun. does not provide this service. Road Maintenance X Yes _No __ Mun. does not provide this service. b) If "no", what are the deficiencies? 0 - c) If the service is unavailable from the municipality, who provides the service so that the town doesn't have to? WD — S CP I,(, aA_t,, d) Would the deficiencies occur without this project? Yes or No? If "no", what measures can the applicant take to alleviate the deficiencies? ►1 0-- e) If the deficiencies are common to many projects, does this project create burdens which are disproportionate to the taxes and user fees to be paid to the municipality? _Yes or _No? If "yes", does the municipality recommend the imposition of an impact fee or other means to mitigate any unreasonable burdens? n i6. f) Are you available, after sufficient notices o answer questions related to the above statements at an Act 250 hearing? ✓Yes or —No certify +tip+ the �hnan information is true and accurate to the best of my 1 tiCI L11r t,l laa t. he above knowledge. Name osition RECEIVED Date SEP n 0 2006 DEA, Inc. �e,:�5ot cleQ, F c ' 'a 0. n a N N O q0 Vermont Gas CLEAN ENERGY CLEAN AIR. September 6, 2006 David S. Marshall, P.E Civil Engineering Associates, Inc. 928 Falls Rd, P.O Box 485 SHELBURNE, VT 05482 RE: Ability to Serve and Energy Efficiency - Act 250 Criteria 9(F) and 9(J) PROJECT: Logic Supply, Inc. - Manufacturing Facility, Meadowland Business Pk, So. Burlington, VT Dear David: Vermont Gas Systems (VGS) will be pleased to provide natural gas service for the above referenced project. We have reviewed the proposed building site and have determined that a feasibility study will not be required. The necessary infrastructure is very close to the proposed site, and we can serve the additional load of the proposed project without affecting our present firm customers. This is the information you've requested regarding the 9(J) portion of the above referenced Act 250 permit application. In addition to demonstrating that VGS has the ability to provide natural gas service to your site and project, as required in Criterion 9(J), Act 250 will also require you to demonstrate, under Criterion 9(F), that your project is designed to utilize energy in an efficient manner. Technical assistance and life cycle cost analyses are available through Vermont Gas' energy efficiency programs to help you evaluate the natural gas efficiency of your proposed project. Incentives may also be available for measures clearly exceeding the Act 250 permit requirements. It is our hope that Vermont Gas can help you not only comply with the Act 250 permit requirements, but help your building projects be very energy efficient, with low operating costs. VGS' energy efficiency specialists work together with Efficiency Vermont project managers to assist customers conserve energy. VGS also works with the Burlington Electric Department's energy efficiency engineers to assist natural gas customers in the City of Burlington. For more information, or for assistance with the energy efficiency of your project, please contact Ray Keller at Vermont Gas at (802) 863-4511 ext. 389 or by e-mail at rkeller(@vermontgas.com. For Efficiency Vermont contact Lisa Bobzien ((888) 921-5990 ext. 1144 or by e-mail at Ibobzien(a�veic.orq), and for the Burlington Electric Department contact Chris Burns ((802) 865-7337 or by e-mail at cburns(aDburlingtonelectric.com). Please don't hesitate to call me at (802) 863.4511 ext. 303, if you have any questions regarding natural gas service to your property or for an application to receive natura �. ` II�C rey , jMark._Bergeron jCel,inmercial Sales Representative RECEIVED 802-863-4511 P.O. Box 467, Burlington, VT 05402-0467 85 Swift Street, South Burlington, VT 05403 SEP n 7 2006 802-524-6559 • 165 Lake Street • St. Albans, VT 05478 �� Inc.www.vermontgas.com e, Verizon Engineering Civil Engineering Associates, INC. 928 Falls Rd PO Box 485 Shelburne, VT 05482 9/ 12/2006 ATTENTION: David Marshall, P.E Prolect• Logic Supply, Inc. Light Manufacturing Facility Meadowland Business Park, South Burlington, Vermont Dear Mr. Marshall, �A. ver►7on 800 Hinesburg Road South Burlington, VT 05401 Verizon-Vermont Engineering Department received notice of the proposed building at Meadowlands Business Park in South Burlington, Vermont. Telecommunication services to this project will be via new cable placed in conduit to the new building. The developer will be responsible for all conduit work necessary to provide telecommunications. I will provide a Verizon conduit design once the electric design has been completed. Verizon will need to be notified of milestones reached in this project in order to build all of the necessary infrastructure to provide facilities in a timely manner. Verizon - Vermont welcomes the opportunity to provide telecommunication services to new customers. Our commitment is to provide quality and timely public access to the local and long distance telephone/information network. Please provide me with your schedule when it is finalized. I can be reached at 802-658-7134, weekdays. Thank you. Sincerely, fNY1 � �� Melissa J. Rudnick Verizon — Outside Plant Engineer cc: Outfile RECEIVED SEP 14 2006 CEA, Inc. State of Vermont Department of Environmental Conservation September 22, 2006 David S. Marshall, P.E. Project Engineer Civil Engineering Associates, Inc. 928 Falls Road P.O. Box 485 Shelburne, Vermont 05482 RE: Stormwater Discharge Permit #1-1269 Lot #10 Meadowland Business Park Dear David, AGENCY OF NA TURAL RESOURCES WATER QUALITY DIVISION 103 South Main Street Building 10 North Waterbury, VT 05671-0408 FAX 802-241-3287 TEL 802-241-3770 Thank you for writing to request the review of Logic Supply, Inc. for Lot 10 of the Meadowl and Business Park (a.k.a. Summer Ice Joint Venture). Based on the information provided in your correspondence dated September 1, 2006, we concur that the project meets the conditions of the existing Stormwater Discharge Permit #1-1269 and does not require an amendment. Site plan C-3, dated September 6, 2006, will become the plan of record for Lot 10 and the supporting documentation will be added to the file. If you have any questions, please do not hesitate to contact me at 802-241-4581 or at matthew. probascogvt. state.us. Sincerely, Matthew Probasco Environmental Analyst Stormwater Section Cc: Peter Kiebel, District 4 Coordinator (peter.keibel@state.vt.us) CERTIFICATE OF SERVICE I hereby certify on this 26' day of September, 2006, a copy of the foregoing correspondence to Mr. Peter Keibel regarding Land Use Permit Application associated with Logic Supply on Lot 10 at the Meadowland Business Park, 4C1005-7 was sent first class mail, postage prepaid to: STATUTORY PARTIES: Donna Kinville, City Clerk Chair, City Council/Chair, City Planning Commission City of South Burlington 575 Dorset Street So. Burlington, Vermont 05403 Chittenden County Regional Planning Commission 30 Kimball Avenue, Suite 206 So. Burlington, Vermont 05403 Patricia A. O'Brien, Administrative Asst. l INDEX OF SHEETS: L-1 SITE LANDSCAPING PLAN SP-1 PLAT PLAN C-I OVERALL SITE PLAN C-2 SITE PLAN C-2.1 PROPOSED BUILDING ELEVATION VIEW C-3 SITE GRADING & DRAINAGE PLAN C-4 UTILITY PLAN SE-4.1 SITE LIGHTING PLAN C-5 EROSION CONTROL PLAN C-5.1 EPSC PHASE I & II PLAN C-5.2 EPSC PHASE III & IV PLAN C-5.3 EPSC PHASE V & VI PLAN C-5.4 EPSC NARRATIVE C-5.5 EPSC SPECIFICATIONS C-5.8 EPSC DETAILS C-5.7 EPSC DETAILS C-8.0 SITE DETAILS C-8.1 UTILITY & SIGN DETAILS C-7.0 SPECIFICATIONS C-7.1 SPECIFICATIONS C-7.2 SPECIFICATIONS C-7.3 SPECIFICATIONS LEGEND -- - - -33s- - - - EXISTING CONTOUR 336 PROPOSED CONTOUR --- PROPERTY LINE O IRON PIN o CONIC. MON. ----SS GRAVITY SEWER LINE ----FM FORCE MAIN - - - - W WATER LINE -- --OE OVERHEAD ELECTRIC -----UE UNDERGROUND ELECTRIC _--- - - T TELEPHONE LINE -- - - - G GAS LINE ® MANHOLE HYDRANT 8 SHVT-OFF t POWER POLE ® CATCH BASIN eO LIGHT POLE Q ® DECIDUOUS TREE C CONIFEROUS TREE rvY� EDGE OF BRUSH/WOODS LOU!(' SUPPLY INC. LOGIC SUPPLY RECEIVED SEP L b 2JU6 GENERAL NOTES: j C CitySo. ry" o Burfingf�Y111i6ea shown do not purport to constitute or represent all utilities located upon or adjacent e surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not Incorporated into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as -built plans (with lies) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or indirect result of the construction. 5. All grassed areas shall be maintained until full vegetation is established. 6. Maintain all Ines outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. 8. If the building is to be sprinklered, backfiow prevention shall be provided in accordance with AW WA M 14. The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for riser detail. 9. The Contractor shall submit shop drawings for all items and materials Incorporated into the site work. Work shall not begin on any Item until shop drawing approval is granted. 10. In addition to the requirements set In these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 11. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 12. Any dewatering necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractor's responsibility. 13, The Contractor shall coordinate all work within Town Road R.O.W. with Town authorities. 14. The Contractor shall install the electrical, cable and telephone services in accordance with the utility companies requirements. 15. Existing pavement and tree stumps to be removed shall be disposed of at an approved off - site site location. All pavement cute shall be made with a pavement saw. 16. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the Item in question. 35 THOMPSON STREET SOUTH BURLINGTON, VERMONT PREPARED BY: CIVIL ENGINEER: CIVIL ENGINEERING ASSOCIATES P.O. BOX 485 SHELBURNE, VERMONT 05482 (802) 985-2323 DIMENSIONAL SUMMARY ZONING DISTRICT: INDUSTRIAL OPEN SPACE DISTRICT REQ'D. PHASE I FULL BUILD OUT LOT AREA 3.0 AC. 3.22 AC. 3.22 AC. LOT FRONTAGE NONE 777 77T LOT WIDTH NONE 400' 400' FRONTSETBACK 50, ±100 ±8G SIDE SETBACK 50, ± 127" ± 12T REAR SETBACK NIA NIA NIA OWNER APPLICANT: BUILD. COVERAGE 30% 5.35% 14.4% SUMMER ICE JOINT VENTURES GREENFIELD CAPITAL, LLC LOT COVERAGE 50% 22.0% 40.6°k C/O MARK NEAGLEY 35 CROSSROAD -, FRONT YARD COVERAGE 30% 11.5% 11.5% NEAGLEY & CHASE CONSTRUCTION WATERBURY, VERMONT 05876 1150 AIRPORT ROAD PARKING TABULATION ( LIGHT MANUFACTURING CATEGORY) SOTH BURLINGTON, VERMONT 05403 REQ'D• PHASE I FULL BUILD OUT 0.5 PER 1,000 SF (15,000 SF)(.05)=7.5 SPACES (30,000 SF)(.05)=15 SPACES PLUS 1 SPACE PER EMPLOYEES = 42 SPACES EMPLOYEES = 85 SPACES EMPLOYEE TOTAL = 50 SPACES TOTAL = 100 SPACES DATE: 9/27/2006 L,GVLIVL I NEW SMALL I NEW SHADE TREE EVERGREEN TREE 0 PIGLA NEWGROUNDCOVERBED ew"oer,v.aizro=sor,.lia comroar Mlx p wmu2ln pErrf eum Mttcv 2PIAB 2PIA AB8 — i I Y NEWFLOWERINGTREE �/ 2 FLAB B NEW LARGE NEW AREA PLANTED WITH BULBS a PABA �..--""��— 9 — I LABq I EVERGREEN TREE PIGLA PIGLA ®a Z . IPpe� @ \ Y1AB I T ' 2PIABA -AIABA ,6 pRAI AO EAssM� I —r r r I-TV r i P ^ K I N f PIAB I I A. CCC:: 4 TIGR I I IL PIGLBI I I 5 PIGLA i a I I I M2PIPF 6 Qual Ln I I _ f 500 NAJ ® I - vCCn- 250 PATE r I I 1 I - + 250 VI �0 I 0 v 35TUC N ' I I iL 5 NAJS I I ' -- y II I -•- — a I I �I aR,,,® I I I a 4 M° I _ 11 W AMAR 0 NAJS I I I _ 'II Pv -- I 1 NSURE BUILDING —p"gi '- BO GA T I I - - J I A A:E i tf. 6LV.wN7A 3 200 PATE 200 Vimill I I I L - - E= I E I 4 I I 20 TuCG 1 1 L e 3 PIGLA I 'a I I - LION I �. ` L PIABA \^ 2TIGR 2PIAeA II 2 PIGLA I 3 PIGLA 6 QUR nEwuw., PGDE L �.. �— '� \�\ G ��"�� u .�.-- ...— ,—,. • �' PIABA W 1 F T S T E X T . ' r e LANDSCAPE PLAN O 30' 60' LANDSCAPE SPECIFICATION Graphic Scale FOR PLANTING THE S I .SCIENTIFIC AND COMMON NAMES USED IN THE PLANT LIST GENERALLY CONFORM 12. PLACE TOPSOIL MIX IN PIT AND COMPACT. WHEN HOLE IS NEARLY FILLED 2" DEPTH HARDWOOD BARK MULCH TO AMERICAN A550CIATION OF NURSERIES"'STANDARDIZED PLANT NAMES". WATER THOROUGLY. FILL REMAINDER OF HOLE. BUILD 4 IN, SAUCER EDGE 2. PROVIDE PLANTS TYPICAL OF THEIR SPECIES AND VARIETY; WITH BEYOND EXCAVATION. WATER THOROUGLY AGAIN. NORMAL, DENSELY DEVELOPED BRANCHES AND VIGOROUS, FIBROUS ROOT SYSTEM. 13, DRIVE HARDWOOD 5TAKE5 I' BEYOND EXCAVATION, TIE ARBORTIE STAKING 3. PROVIDE ONLY SOUND, HEALTHY, VIGOROUS PLANTS, FREE FROM DEFECTS, MATERIAL TO STAKES AND WRAP OVER TOP OF ROOT HALL WITH ONE DISFIGURING, KNOTS, SUNSCALD INJURIES, FROST CRACKS, ABRASIONS TO THE TWIST AROUND TREE TRUNK. BARK, CROOKED LEADERS OR DISEASES. 14, MULCH TREES AND PLANTING BEDS WITHIN 48 HOURS OF PLANTING. SOIL MIX; 4. PROVIDE ONLY FRESHLY DUG PLANTS. 3 PART TOP501L 15. SATURATE INSTALLED PLANTS WITH WATER DURING MAINTENACE PERIOD AS OFTEN I PART COMPOST 5. DO NOT PRUNE PLANTS BEFORE DELIVERY. AS NECESSARY TO INSURE PROPER SOIL MOISTURE. G. ALL PLANTS SHALL BE LARGER THAN THE MINIMUM SIZE SPECIFIED. 50% OF THE 6. PRUNE TREES AS NECESSARY TO REMOVE DEAD OR INJURED TWIGS AND BRANCHES. PRE55 SOIL GENTLY AFTER PLANTING PLANTS SHALL BE IN THE UPPER HALF OF THE RANGE SPECIFIED, MAKE CUTS JUST OUTSIDE OF BRANCH COLLAR, T PLANT SUBSTITUTIONS WILL BE PERMITTED IF AUTHORIZED BY THE LANDSCAPE ARCHITECT, 17. MAINTAIN NEW PLANTING AND CONTINUE UNTIL ACCEPTANCE. MAINTENANCE INCLUDES; BULB DEPTH PRUNING, WATERING, WEEDING, MULCHING, RESETTING TO FINISH GRADE AND VERTICAL NARCi55U5 = 3 TIMES BULB HEIGHT POS710N, RESTORING PLANT 5AUCER5. TULIP = 4 INCHES 8. STAKE PLANT LOCATIONS AS SHOWN ON DRAWINGS, BEFORE PLANTING, STAKING LOCATIONS ARE SUBJECT TO THE APPROVAL OF LANDSCAPE ARCHITECT. 15. NOTIFY THE LANDSCAPE ARCHITECT TO INSPECT THE WORK FOR SUBSTANTIAL LEAVE 1/4 TO 1/2 INCH NOTE: T5/COMPO5T MIX BELOW BULB. 9, ALL WORK TO 5E IN ACCORDANCE WITH AMERICAN ASSOCIATION OF COMPLETION. WHEN INSPECTION 15 APPROVED, THE OWNER'S REPRESENTATIVE NURSERYMEN STANDARDS FOR MATERIALS, INSTALLATION AND MAINTENANCE, WILL CONFIRM WITH WRITTEN ACCEPTANCE. I . ADD ONE HANDFUL OF BONEIVEAL FOR EVERY 10 5Q. FT. 10. DIG HOLES AT A DEPTH TO SET TOP OF ROOT FLARE EVEN WITH 19. THE CONTRACTOR IS RESPONSIBLE TO GUARNTEE ALL PLANT MATERIAL TO BE IN A 2. PUSH AND TW15T BULB INTO BOTTOM OF HOLE. FINISH GRADE AND TWICE THE DIAMETER OF THE ROOT BALL. HEALTHY AND FLOURISHING CONDITION FOR A PERIOD OF TWO YEARS FROM THE 3, PRE55 SOIL GENTLY .AFTER PLANTING. 1. SET PLANTS GENTLY IN PIT SO TRUNKS ARE STRAIGHT. DATE OF WRITTEN ACCEPTANCE, 20. FAILED OR UN5ATI5FACTORYPIANTS 10 BE REPLACED AT NO C05T TO THE OWNER, BULB PLANTING DETAIL 2 i . REPLACEMENTS SHALL CLOSELY MATCH ADJACENT PLANTS OF THE SAME SPECIES, PLANT LIST EVERGREENTREES KEV I QU 2 ON TQu SCIENTIFIC NAME COMMON NAME GpF/ P PiAEA 11 3 14 PICEAABES NORWAY SPRUCE PIABB 6 O 6 PICEA ABIES NORWAYSPRUCE El PIABC 2 O 2 PICEA ABIES NORWAYSPRUCE PIGLA 13 2 15 PIC- GLAUCA WHITE SPRUCE PIGLB 1 O 1 PICEA GLAUCA W R S UCE G 6FT PIGLC 5 0 5 PICEAGLAUCA WHITE SPRUCE 6.7 " PGDE 2 O 2 PeEAGLAUCA' UENSATA' BLACK HILLS SPRUCE _PIPE 3 O 3 PICEA PUNGENS'FAT ALBERT' FAT ALSERT COLORADO SPRUCE 5.RFT, GIBI O 1 1 Q S 3 3 6 GNKO BILOBAPRINCETON SENTRY QUERCUS EICOLOR PRINCETON SENTRY GfNKO SWAMP WHI GAK 174 IN B&B QURU 5 1 6 QDER. RUBRA NORTHERN REp QAK 1 75r21N 8&© TIGR 4 2 6 TIUACORDArA'GREENSPIRE' GRE".—E LINDEN FLOWERING TREES AMAR 2 G 2 AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICFBERRV -MULTI MAST 4 O 4 MAGNOLIA STELLATA STAR MAGNOLIA 5.6FT PY C O 4 4 PYRUSC L ER NA CHANTICLEER' CHAN71CLEERPEAR B&B GROUNDCOVER GAOD IBO O 160 GAUUM ODORATUM SWEET WOODRUFF IN , POTS PATE 45O O 450 PACHYSANORA'T RM A JAPANESE SPQRSPQRGF FLATS v- 450 O 450 VINCA MINOR PERIWINKLE FLATS SPRING FLOWERING BULBS NAJO 1100 O 11US 00 NARCISSJONO 'O AI' QUAILNARCISSUS q NIS 1225 O 1225 NARCISSUS JONOUILLe'SLIry' SUZV NARC ISSUS fti RUI, TUCG 670 0 670 TJLIPAGREIGII'CASA GRAND,, CASA GRANDE TuLfp #1 R ARBORTIE GREEN FLAT WOVEN TRIM DECIDUOUS TREES POLYPROPYLENE STAKING TO PROVIDE 6 FT MATERIAL - 3/4 IN. WIDE, CLEARANCE 900 LB, BREAK, STRENGTH [2/TREE] FASTEN ARBORTIE TO STAKES, WRAP OVER ROOT BALL TO KEEP TREE FROM ROCKING r- PLUMB TREE TRUNK (4)2"X2"X 2'L HARDWOOD STAKES DRIVEN (MIN. 18") FIRMLY INTO SUB - GRADE PRIOR TO BACKFILLING UNDISTURBED SOIL GATOR BAG (I /TREE) 3"7 AP L r U 0 t` ,. APPLY AROUN U I �`/f FORM 4" `�41J.� 4^�� n44U1T AND BEND TOP 1/3 OF BACKFILL WITH 501L MIX J 1 CONSISTING OF TWO FART5 EXCAVATED SOIL AND ONE PART BURLINGTON INTERVALE COMPOST. WATER AND TAMP TO REMOVE 2 XX BALL I IA, BREAK APART EDGE OF AIR POCKETS. EXCAVATION W/SHOVEL NOTE5: 1. PLANT TREE 50 THAT TOP OF ROOT FLARE 15 EVEN WITH THE FINISHED GRADE. 2. STAKING AS REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE 5UBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. 3. TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER PLANTING. 4. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. TREE PLANTING DETAIL NTS ivy 777 i 1R� 0ML 1 ENGINEEfNNG ASSGdA'IESr INC. P.O. B*4S5 SHELBURNE, VI 05482 802886-�J]3 FAN: 80288522>Y wab: www.c9eN.com >B SUMMER ICE DINT VENTURE iOLAND & LISA GROENEVELD LOGIC SUPPLY CORPORATION LOT 10 ME�DOWLAND BUSINESS PARK SOUTH BURLINGTON I VERMONT Michael Lawrence �, Assoc. Landscape Architects B nden Lane - Essex JUn6t100, VT I 802-878-2778 OIL7 11►7r 51llm Amm BEff9 WIN T=W L-1 Im, -- ) R - 0.79.78' '\ L - T18.01' 56632''E 5228 EXISTING JO' MOE MATCH INTO DRIVE EASEMENT- AND 10' SNOW EXISTING STORAGE EASEMENTS (BOTH SIDES) AND EASEMENT LOCAT101 14'34'34' to ELEC EASEMENT R 789.78 FOR SIGN LIGHTING L 200.92' A- TIE IST. -� / L-D60.41' IL- 2, : "7 42" R 412.19, L 50.06, DETAEL � I I406,67' _b 40.00' II+ 407.92' ro732'W' ttt2 I C 20' ID VOL. I SEVER EASEMEN 20J P. 472 C) IOy (7 floD HIXNESRI)RG LI A-1. taw 2J500' L2 N83.0236 E 19.62' L3 N06'1057'W 10000' L4 583'0236"1' 19.62' L5 S83'3816"E 20. DO' L6 N82.20'59 E T9477 L7 00721 JI W 12.00' LB NBJV4'40 E 247.00' L9 - 50704 55"E 8005' LIO 58319 99 W J94,57' Of SBJ'2722 W 12BI.31, L11 S057613'E 1131.20 LLL S845319 W 2.71 L 14 S0558J7"E 80,01 L15 N84.53I E 2J74J' L16 S84'5J'19 W 169. 46' L17 SB319'D9 W 288.09 L18 N83V2'J6 'E 20.79' L19 S84'5319 W 60. 00' L20 N609607E 67. 65' L21 S70'2929 E 67.65' L22 NBJ02216E 10521' N/F �i1RUNGTON PROPERTIES lul I1TE ff;Fass .IP PLAT PA P. U7 VD- JOB, P. D PROPOSED RELOCATION OF 50 -----EASEMENT TO LANE PRESS REFER TO VOL 219. P. 162 Lt -- 80' WIDE RIGHT-OF-WAY / CONVEYED TO THE CITY >� OF SOUTH BURLINGTON VOL 384 P. 104 60' WIDE ROAD ~ R.O.W. TO BE CONVEYED TO ®� CITY OF SO. BURLINGTON a�'•y, AREA : 0.96 ACRES I L4 - �\ / L78 L2 V IbeB.e7'. Na 4 0.00 �, ROAD PARTNERSHIP VOL 474, 71. P. P. J82 HIJ URC ROAD NORTH / NORTH SCENIC NEW L8 PROTECTION ZONE/ �L6 L7� u O1 216.00W BD' MOE ROAD - VOL 9P 499 21 - - R.O.W TO BE CONVEYED TO N83.49 E CITY OF SO. BURLINGTON AREA : 5.01 ACRES -200' OPEN O SPACE BUFFER 12 vv 3.12 A.4.47 AD. �R g 400.00 g, N63V2'36 Z22 AD. \ 1� U • CURVE DATA EASEMENT CHART / -- - N.Bec.lalra, Lt 4a91aS it I11.19 355.3J J44.B1 N>2'0951"W BOWDpN LINE DOf1�5N LA I n2 ARC=Ir9.21' 60' R.QW. 0• go'S6'r6"w R: 75.00' \ L �. wnnM T �7 « 6 \\ C1 22957- 300.08 136.36 S5V6 ar "E C3 49251I 332-1 JJ1.19 286.53 277.73 S72V9'5I"E 13 R•75.00 C4 J5-45'04" 540.15 337.04 331.60 S651949mE CS 11'5420 460.15 112.24 14.04 S89V9'Jt"E _ARC-61,64' A4 R. 7N15- C6 17'J706" 460.15 141.24 140.9. S561$80'5''JJ" L-91.69.12' A5 L•91.65' B. N18'T]36'E - C7 JOVI I6 460.15 211.24 -.__. 48 2J8.48- 580V5'J3"E PRn 60k/00' EXISTING APPROVED BY RESOLUTION OF THE PLANNING COMMISSION OF THE C17Y OF PUMP STATION PARCEL SOUTH BURLINGTON, K. ON THE - DAY OF 199_, VOL 176 P. 510 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. VOL 271 P. 157 SIGNED THIS _ DAY OF 799_, SAµ+ L5 BY CHAIRMAN OR CLERK SOUTH BURUNGTON CITY CLERK'S OFFICE \ INIERSTAIF 6g RECEIVED FOR RECORD 1 A.D. 19 20' WIDE SEWER at O'.I-k .1-taa m FROIWT LOCATION EASEMENT TO EX75TING `;^ and recorded W Volume P.O. PUMP STATION VOL 176 P. 510 Attaat: City Clark ,ilk VOL. 211 P. 167 I RCLE To EA9fMlt4i fOII BACK TO L SAC AND 0 TO BE OD/IDN NEED D. LOTS B L - AND aWHEN NO" AMID NEEDED. SEE o I YAREEIENT OIMY AND "CA -DE -SAC DETAIL" 1,A fM .SIPEOFIC ORHE/ISiDNS - LOT 6, PROPOSED D 3' WIDE OF -WAY � IT WIDE "Gil PEDESTRIAN EASEMENT A TO BE CONVEYED TO THE TO BE COMBINED N11H 1A ';� �• _ _ �'� In EXIS17NG EASEMENT i N CITY OF SOUTH BURLINGTON !n AREA : 1.01 ACRES EXISTING 15' WIDE , CUL-DE-SAC DETAIL ro •N PEDESTRIAN lk 2 n 50, WIDE EASEMENT TEMPORARY nx-DE-;ACS AND EASENENTS WILL BE USED AT THE END igig) DRAINAGE VtX -176 P. 510 0 ARRY ar ANr a1Y SMEET. Di EASEMENT J VOL. 211 P. 170 36�E 1 ME PARCEL ON IN15 RAT DE 1 w BY LOTS I THROUGH I2 WAS NB3ro1'-.. - CO,r Yo S E I'E ,qMi KNNRE RI OR b7 PAGE 1. CONTAINS BD OR TNf AREA OF SW ACRES LAND RECORDS AND CONTAMS A u RJ'02'74A N TO AL AREA OF 16.7ACRCS. 3.86 A. 3.96 Ac. IC5 50' M DRAINA01 II POND EASEMENT I 4 ROD OF -WAY F-WAY 49.50 AC. � I O - RIGHT- 100' WIDE 20' WIDE 8.00 Aa y oV' CONSERVATION ZONE DRAINAGE h� 200' CONSERVA 11 _ y EASEMENT- hN ZONE ANDI7RAINAGE- O I 20' PEDESTRIAN -tD EASEMENT Z EASEMENT 440. 13' y S5319'09•W - 19-- L1 8 THIS PARCEL 6 BAS£L ON A TOTAL STArION CONMOL MAKRSE. EMDENCE FOUND INE nE D, AND INFOR DOW ABSMACRD A N 3.29 A. m INE .11 OP 1. BURLWGTON LAND RECORDS. 553.4 ` BEcwm+ARINOS ARE BASED ON ME KRMONT COORDINATE SYSTEM TROTH scS MADE - 19BS .- STAY. 'NR Ba E oL N B}ro2 b ON 2s, EB£T wel•. RN ATTEMPT NAS WE.N MADE TO IENTIFY OR DEL AM EASEMENTS. F 3.06 Ac. t- O N Jr A F RIGHTS -OE -WAY, LEASE LANDS, ENCROACHMENTS ETC OSSERKO IN THE FIELD OR READILY FOUND IN NE LAND RECORDS. ADDITIONAL L + � ENCUMBRANCES MAY IXIST M+ICH ARE NOT SNOWN W MIS RAr. 556'w E m 9 THE AIRPORT APR 0- ZONE AS SHOWN 6 SAVO UPON DIMENSIONS N 83'D2'36" In lY/ PRONDED BY 11LE OEI UlY DMECtOR Of ANARON OE SURUWTON INTERNATIONAL AIRPORT AS SCALED ONTO AERIAL PHOmCRAPHY OE THE NCRATY IN INI. ® 3.13 AD' SURKY MARKERS SET BY MIS OTRCE ARE EITHER A ONE MCN DIAMCiCR 560.00 ' 1 LRON PIPE, THREE FEET LONG MIN A YELLOW PLASDC PLUG WNICN REA. RIAi. , UCELL CONSLI ENE"OR A FOUR INCH SQUARE CONCRETE MC IUDS _ S 64SX19 W GREEN AIRS ING tN EE EEET LONG MTN BEKIED TOP EDGES. 1. 1 i 1 14 TA TENSION, MTo NE VOL 2 A . B STIMEIl AND SO-NT SMEE E TO BE CONKKD CITY W SOUTH BURI,INOTON. N45E RIGHT-OF-WAYS ON THE SLOPIADED MEAOONLAND PARCEL COMPRISE 7.DO ACRES O d 1YNE FF MAAMUM BUROIN.: ,.EIGHT RESMICTTaN ON ALL LOTS IS OEIERMIN[O BY RK I-o. G FORMULA; ADD ME ARODACr OR 0.0038 TIMES MC ol- r FIT- THE EAIlEEY EDGE OP 2020 AC AKMENT ON ROUIE III TO THE REVERENCE ELF.T. OF 593.5 2OO' OPEF! TWO 20' WIDE SPACE BUFFER MI MIU4 `1- E.- SOU.OR SWIFT STREET Fa TENSION ISJIO.O NORTH OF SMFr STREET CAICNSION IS J D O STAY ABOK 50 YEA.R FLOOD ELrvnnDN PEDESTRIAN -- \ EASEMENTS - - iWZ j LL- A (ALCULATEO POINT (SEE DETAIL) S62"43'16 W 1 • A'UN PIPE (FOUND) O IRON PIPE (l0 BE SE I) • CONCRETE uoNAIENT (FOUND) 6" CEDAR TREE 1 - - - "�% _ __-�10- ` f'---� , 100' CONSERVATION ZONE 20' PEDESTRIAN _ J o CGwCRE1F MOM/MENi (tD BE SET) `- L11�- < JO' WIDE SEWER ! -- Lx LINE DATA CHART REFERENCE �' T. ! N. EASEMENT _ DRAINAGE EASEMENT _ tT I - - ? iE I PENNI G70N KCCN CONE OWNER: SUMMER ICE N'OINT VENTURE is C,RK DATA CNMI REFERENCE - tli I A AT Q VOL. 200 � SOUTHERLY EDGE OF AIRPORT APP" __ a - e _ -_ . - �Et - -- f nSTING FENCE LINE 414.TI' 56270N1e li L P. N. TOITANT R. PLOOF M. ! K. VOL. 4 DUBOIS Project n0a VOL, J8] P. 301 VOL 21t 'ROUGHER N:L !M, P. Ix6 pI111111IIIIIBII/p ProlKt number 96021-40 Eat 00, P. vol- P. i61 P. II fp. CM RUT VOL 197. P. Ix OF Vf`Nb4iryZ ME/'�DOWLAND BUSINESS PARK 20' PEDESTRIAN EASEMENT tiP SCOT-T Hinesburg Road So. Burlin ton, Vt, RPT SOT LOCA77ON TO CENTER ON I EDGE KNOLL DEVELOPEMENT y D .L 3 3 Pr0k0I msT. Drawn _ RECREATION PAIN ALONG - rAYLoa THE SOUTHERLY BOUNDARY '* No. *` i Date 4/2J/96 Scam 1•s JOD' Graphic Scale ?iAq�y, 4,0�-,.i Subdivision Plat QI wUADING/FONI H[NSIONS "R9yT JVR" ate\ - ... ml nexWu+N 1- Book __ 1W tl/27/96 SLM -.� Feet T TRUDLLL CONSULTING ENGINEERS, IPtiC. o�Is2 091 300 O 300 6GO 900 1200 0.eWbna Daac-n Dab 6y 14 Bie Roatl Boa JOB Wtillston. Vermont o1195 HT9- TRUDELL CONSULTING ENGINEERS, INC. 14 Blair Park Road Boa 308 Williston, Vt. 05495 (802) 8 QDescrfptlolt Date Revisions cbsWt+-,R ArAE of V6R� f A N0. 3M f• '&YH s1Sra° .4� r ONAL i Project title MEADOWLAND BUSINESS PARK Hinesburg Road So. Burlington, Vi Sheet title Subdivision Plat Project number 96022-40 , Protect manager 1 Draam- Date 412JI96 SCLV Approved Y I" VEADOWLAND DRIVE I I` 1 I I I I I ' I I 1 I 1 I I I _J ID I I STREET _ - - -'-LfG'F,i N/F WILES - - - I I N/F PAINTER N/F IPAINTER /WILES 1 1 Li N/F 1100 HINESBURG ROAD PARTNERSHIP POOL - - o 4 r r CLASS III N/F ROWLEY r� i ry rock 49% 0 Ac. r � r f f fy iy LEDGE I• , r A. j .- • --_ _ _ •,•—...s:, N/F O N/F N/F ' 7 SHEAHAN ROUGHER iI i PENNWGTON N/F RAN R / / G NIF JRLINGTON PROPERTIES LIMITED PARTNERSHIP C T LOCATION 6 t �• f. CLASS lI .' � WETLAND ........... : ... rr - s�•.� I I �- . i ` I III , oU) Q. I 3.12 Ac. 4.47 Ac. I = , L SS ll Q 3.90 Ac. II-J O ,7 E r 3.96 Ac.y�0� I ' i D T. POND `] of So' #2 DET. POND r r SITE ENGINEER: f CIYIL ENGINEERING ASSOCIATES, INC. P.O. BOX485 SHELBURNE, V! 05482 R0P-0Rb — M. ROZRRbEY11 Dab: www.em-N.cwn Cory""' - GAT9 RE DRARN ACL CHECKED DSM APPROVED DSM OWNER ll SUMMER ICE V JOINT VENTURE 3.22 Ac. LAND DRI { 50' DR JAGE �'•'•'.`.' EASEME T 2 FOR LO 2 '' :''' 8.00 Ac. ' 20.2:0. EXISTI FENCE ;•. . . . . ... ; LO' SEWER AND I DRAINAGE EASEMENT , 207 p. 306 APPLCANT; GREENFIELD CAPITAL, LLC PROJECT LOGIC SUPPLY E � INC. LOT TO MEADOWLAND BUSINESS PARK � 4tSOUTH BURLINGTON 2- M VERMONT LOCATION MAP ---;• = zoo :-'` . OVERALL SITE . PLAN y,.. 6" CEDAR REVISION 1 EXISTING WETLAND BOUNDAR ' DATE DRA INO NUMBER 5' CHANNEL I I AUG, 2006 ID AREA GRAPHIOISCALE SCALE 20' C-1 IN PROJ, NO. 1 in6 P �7 ) ft. 06192 � I I I I I I I I I I 1 I I I I I I 1 1 I 1 ( I I 1 I I I I I I I i I ; 1 I 1 I i I I I I ; I I 1 I ; I I I I ; I I I � � 1 I � I �\ I I � I V I ❑ I 1, 400-O O g3.O2.36 E -- N I _ __ DRAINAGE EASEMENT 2O — C) _ sNpw- -, STORAGE I — — —�j AREA I �E r�Ad OO 1 SNOW SP p,CESi I STORAGE 21 I AREA f1 I PHASE t --ENCLOSED DUMPSTER I , I___- PARKING AREA ON CONC. PAD I NY (16 sPaeF_s) I I II �SgAPA IGN I !I ---- I I I I + i 1 ----- -i I BUIL-DING j III 1, 1 I :; I A D D' T I ON I I I a PHA ; a..::::a: I I 1 S E I E 1 I F- A 5 I .\ 3K R A P i t K R A N - I -- C _ ? 5 __ __5 i _ i E I E - A I O O - a I I C 3 2 1 I to - I-- _- 1 I I t I I - fii~ EW BUIL IN I -------- "DE WIDE i- H AS....,,,.,,,,.,,,.,.<,,,.,. DEWALK ; 1 F--'------' I B U I LD I N G V: �41 . 5 TRY CONCRETE 51 I I �---- 1 ---i I C RACK I ------ 1 I I I I I S ----' --- i - --- I ----- 1 I F----------- 11 I ------ ON pK I ___� YARD SETBA SNOW I �-"" FR T STORAGE I I � � SNOW 50 AREA AGE ... AREA I -------------- 9 9 141 LN REC. PATH a MEADOWLAND DRIVE 169.46 FT- No m EY- Xr SITE ENGINEER: -0� CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX 485 SHELBURNE, VT 05082 80Y-088-PBP3 FA ' 80F 6-11 —b xw.v.ceeN.com cDP.Ricx - Au, xmxTe R ORAEN ACL Cnec.ED DSM APPROVED DSM OWNER SUMMER ICE JOINT VENTURE APPLICANT: GREENFIELD CAPITAL, LLC PROJECT: LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT 1 REC IVEE, I SEP 6 203b City of So. Burlington I2T6 clucKlb R6VI81UN z C) 1 CL SITE PLAN GRAPHIC SCALE BATE DR-ING NUMBER (a resr I AUG., 2006 1 Inch - 20 (t, �' SCALE (\/\,' 1'-20' V-2 PROI, NO. 06192 51'1'I-: ENGINFEN: ! CIVIL ENGIMEERING ASSOCIATES, INC. P.O. BOX 485 SHELBURNE, VI 05482 B0 11323 FA%: P0-221' web: wv w.cea +l. corn E.vEPVEO nraxN ACL t. KCKCD DSM .— DSM 0%NFR: SUMMER ICE JOINT VENTURE APPLICANT: GREENFIELD CAPITAL, LLC LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT RE EIVE�. SEP 7 6 9R� 6 City of So. Rurlington PROFILE- 383.5't5.8' PER 1000' LOT 10 LOT 6 NINESBURG ROAD -NORTH VIEW PROTECTION ZONE BASELINE - ELEV. 393.5' E%IS11NG GRADE VIEW PROTECTION ZONE ELEV.-404.6' BATE —C... REVISION /- 7HOMPSON STREET EjEV PROPOSED BUILDING / ONOdN STREET BUILDING MAX ELEV..400. F.F. EL.EV.m341.5 DETENTION POND R /.-.-. EXISTING STORMWATE B TOP OF F ELEV.=366 5 � 80 360 340 47-7 __ __._.... _.__..._. _. _-.-....___ .._.___... ._. ....._...I I ____.. ___..I --_ _-.__. R _ 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 244-00 26+00 28+00 30+00 32+00 34+00 36+00 1 PROFILE BEGINS AT CENTERLINE PROPOSED 1OPOSED CG NINESBURG R0. (RTE RU P VIEW PROTECTION ZONE ELEVATION BUILDING SCALE 1" = 125' ELEVATION VIEW AUG., 2006 11: ,t. AS SHOWN C 2.1 YP"J. N0. 06192 I c / EA.'CB SITE ENGINEER: NEW 15- HOPE W/FES /RIM39 S 3.22 '-CABINETS TS � I 1 11 INV-336.3 /INV,®336.13 I It 1 I1 IN STRUCT�IKE I 11 11 INV.=334.89 C NEW . IAN 26 / �`•C NV, (15 -338.2 I I 111 FORCE MAIN. MIANTAIN _ � ✓ --' �\.\ NV,._((_�`338.9 _ MIN. 5'-COVER-UNTIL 'YQ1� I 1 _ _ - _ REACK. IliE EX.--STOli11P - _ I I DRAIN STRUCTURED ' EX. CB 37 ► ---- -- _ - r I Ex. CB 37 1 I CIVIL ENGMEEIUNG ASSOCIATES. INC. C # 1 I I 1 RIM=338.27 _ __ _ _ •'- -_ J - _= ^��I11111 i� �341- RIM=538.26 I INV. IN= P.O. BOX486 SHELBURNE, V105482 _ \ }� / B01-0B6T9P3 FAl(: 802886221r weD: wxw.cesN.com - D - - - Y I II INV, OUT 33350 I I I E� _ ON OUT= corrRlaxT Y408 -All pOXT9 R888RV68 4'HDK I l 11I1 _ _ - : = ..► . - \` _ _ _, AI- r , _ _ 3c Nv�33q,4 I I I EX. 15" HOPE FES 1111 = - A'- -.--- '- '�'. _ . EASE'' 1 I I I I uRApv NV.-338.s7 I I I I % / ��` - _ •• - �- ----- - - ` IN AGQ 3� I I 1 ACL �•TO.. pF2A — _ — fIl III I 1 y2 SNOW w 1 PROVIDE SLOPE I I 1 I CMUD i _ - /' _Z' - _. _ _._.s• - / _ m STORAGE \ TRANSITION IN 1 1 --- �� ' AREA \ m 1\ I BIT. CONC. SIDEW 11 I i I \ I /// \ �' \ ..�—" 341 DSMD I I;I�a4�✓ /' I — _ / 3 ..,_-•-3-...--t- OPE \ 11 .c. 338.5 w I 1 DSM \\ / A \\. 1 I `° 1 I I II I J4 J- ; � 1- .'__. _-J// � / ......-• U REPLACE I OWNER: -----343 ,� x ___________ C___,_____i 33E. /� 339 \ 1 I toARETE CURB \\ ! II II I I 0 . 1 I `.\ \ II 1 I TO A RECESSED I \ 1 I I 1 GURB SUMMER ICE \ \ SNOW / 1�l / i 'I. GF_ i STORAGE !- \\2,. SPA 13Ja I iJOINT VENTURE - 1 _ DUMPSTER•c. �,7 \\ I 1 I I ARC CQNC. PAO\ A Y 1 I I 1 1 APPLICANT: SIGN 1 11 40.Ox u �„� II GREENFIELD I, ?, �, 340. � 1 I � '",'•� I i 1 I CAPITAL, LLC l , \ ; I ' — Ll)JL I. r. 340 1 r ,___ \ i � Ix B.C. i339.3 ' I \ 1 \ 11 I I L I \ i" N"---' \ i I ELEC. �\ 3 8" I IRl 33 A I 1- I; \ f__--- \ 1 \ 340 340 , CABINET 400 ' I RIM=339 I I 1 \ ---- I INV. IN�331�0 III I 42,5 341.0 I If - - .NV OUT 10 \ 34 , 9.6 341.0 .,�.......,+no,w<^^XI 339. - .. I NV { / I ' i I INV •=336.9 III 11 11 LOGIC 1 N D G � � ,SUPPLY ' A o 01 T 10 N ��a � `� I 1 Ii 1 i INC. 8 PHASE { \ I 1 I I I I I�__ ___ -• I ; �y11y $TORMWATER LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON T I Mgr RKI •i ; �' PARKING I I 1 I 11 I 1 VERMONT SPA, - \ \ `I 1 I 1 I 1 III v �11 1^0 1 I 1 I III I 342 \ }'•� I i \\ 341.5 1 340 I I I \ I III I I l IIUIL_ 1 1: m I I 11111 BAL]140c�t , N — 340.5 X cis I { •`} I ----- - �v B H A ' VA iE pEWAl 9' ( :1 I� III I SE \ I 341.5 UILDING f - 1\ ADDITION__:__2 \F.F./\1011, ''El+1TR j1o. {m I I III111 --- ----- - - �V. ►3 PHA 11 n i I I III 3w.S� f ! { 34A0 j i Irk J /IIio. 1 I' I '1 II II I 1 342, {-------- - , . ; , / RA -', i ` A v ,1 I, '1 II 1 11 V� I ;4_----• - I li / I / , � I � :. � 3 12" PVC I I 1 I I / ------ INV 335. I � I II11 / ^i I I I 1 1 I I / 1 X. 7 E CB 3 A I {{� - i':i�ii - lT i - II y 1 D I I I _ RIM=3 7 I / 4( 0 38 5 -- N-' / I•;I ', ;.c;. INV. IN=335.7 7"• I 1 II 1 - f�nn , a - - INV. OUT=335.6 I I 7 r� _ e 1 1 1 I x I 4 _ - NV.=33 .9 I z I I 11 n '•F W, I .. • I' i- I So.l��ri ti��,f.•>y 341.0 1\ 1 � ' � . --r �� _ -__�- �--11 III` 42.1 / FOR EROOF DRAIN DATE cxecRso pmpoN I y'--•� �• I I 1 --- , II INV.=337.0 11 STORAGE ' 3 I '.I 11111'lll , 111SNOW 340 _.._— ❑ 1 CARNETS .'�.\ Js44J�\\ °' N STORAGE ' .,.� 11 i AREA / / /NV=33�9J2 .I Q 11111j1 ' 1 339 S� ✓' / I I I II I1 / 10' HOPE R I Q- �Ip 1111 ORAIN,NV-33& _ I --- - " ; -----, E.T.C. o \\\ - SITE GRADING -_-_ _ CABINEYS _------------------------------- -----------340-- DRAINAGE _ ----- -------------------------------------- �°-----__ ----- —�. \, I PLAN EXISTING REC. PATH \ --GRARHK—SCAI'l•J — \ D�'�•--——�_'�~ ym—� D DATE IlR4FINC. NUMNP.R AUG., 2006 IN PE6T) 9CAId i- I I Inch - 20 ft- 1• - 20� MEADOWLAND DRIVE, i - l — PR..- NEW 15" HOPE W/FES / EX. CS /RIM1339.22 / I Y,-336.1t )EIT,C, I\ J,I/ I '-CABINETS. I I II 11 I I I 1 It I SITE ENGINEER: NOTES INV.-338.3 y"� / `--' (�R±'N IN STRUCTT��l!I(E I I I q I INV.-3 c NEW 2" SDR 26 FORCE MAIN. MIANTAIN V. (15")�338.2 NV. (2y j) 33E.9 1 it _ _ 2. All water installation work and water <r�` � _---' distribution "CWD I _ _ 339'- MIN.GOVe'I?-UNM- _ THE- ..L►� �' I I I_ _ _ _ - j II I material must comply with the _ _--'-_�_ Specifications". Details for this be iff � __3ao--- _ ---REACH EX STOlvty �/ DRAIN STRUCTURE _ - D - " T, I I p project must - _ _ _-� _ J the same as those within the above referenced \ \t �� Ex. cB 37 I RI 3 I RIM.33 CIVIL ENGINEERING ASSOCIATES. INC P.O. BOX 486 SHELBURNE, V1 05462 347- // CWD Specifications. lII y `� ��r�� -- _._.-.- _ _._ I RIIA11t.26I INV. I IN: 11 eoz aea-zazs FAX'soz.aeo-zzn w"o: w w.ow cram = -' /��/ _ -,\ _ -_ ` - rl \ D - _ ' - Y -. -- - -- �—Y 1 1 INV. OUt335.5 INV. 1 3. All domestic services and fire sprinkler systems ��\1\ _ �� __ ___ _ __ ____ __/ that are Connected to the public water 3ySt t�715' HOPE FES I1111^C2'--S' %' l' _--- - --_� _ -' shall be protected with o backflow prevention % %' 'fir- - CaE - - - _ _ - -'T- Ep `BEM EN=_1 j - _VH 4 111 1 I I 1 1 corrwam u OIU- "�xra Rcscn�ao INV..338.97 I I --- --_ _ - - - II /��'/ i i �---�� --__ -' AIi�If' assembly, and an appropriate thermal expansion II1�'i \\\/ //r� \� -- - `Zp':-_C) �RI'1 system in compliance with the — a `s T� — a PROVIDE $LSE IN I 1 111 I I ACL cxacKeo Control of Grose Connection Within the Ndater%\ _ _- ___--._`=+' = /� — — ---" .o STORAGE \ �\ 1 TRANSITION SIDEW I �' System of the City- of South Burlinaton, ( / i = -�"- _ ,_ - - ,� — -- 'fig "backflow ///ice\ �� AREA \ �� BIT OONC fl henceforth the Ordinance." Please 11 �� contact the South Burlington Water Department I a4o / j I �G — y_ I .. • — \I. 4" P 4Y I o 1 IIIMo for more information on bockfow protectioh \ `� - devices. \34J r OWNER: 1 \ --3a3 �., __-( __'__---; ----T / PO CONCREICE�S Rp I I 1X.11 'I II ---;-----;----;-----( 1 i �'� 3 RFI I I I TO A 4. CWD Specifications state that no waterlines \ a r--�/{ I / \ �G' j I CURB \ I I SUMMER ICE shall be installed after November 15 or before I I JOINT VENTURE SNOW ' 2 J2 'JJ I �I I I I April 1 without prior approval Of the \ I \\ STAREAE,� 1 I/� \\ � SPACE �0 o I S i 1 I 'll I + II IIII 11 II Superintendent. The Superintendent may res rlct I \ 1 ;�, work before November 15 and after April 1 dying adverse weather conditions. \ I kip a DUMPSTER Pr-1A \ 20 IT I I II I I N �`. CONC. PAD / y I 1 1 II I I APPttcnN'n 5. Mechanical joint restraints with twist off nutsSON I 1 1 shall be EBAA or Sigma, or a Department ` t \\ 339 'uj j I I I j 111 j II GREENFIELD I approved equal grip ring, CAPITAL, LLC 6. No underground utility shall be installed within \ I I \ \ I I I I I fOUf feet from the Water main on either side, \ � ------ \ � I I \� ____.____. I I PROJECT: ____ � I \ o I � from the to of the main to the finish (H p grade, \ { I cj' I I \-----`- 340 -I { ELEC. �(� - I I EX. SAI� with the exception of storm sewer and sanitary \? \`. ' __ �'---- Specifications.\ ; \ 340 I, { CABINET ' I I RIM-3j9.3 ___ I __..-_--'-_INI.331.'0 I I I sewer as stated in the above referenced I \ FI I -IN}331.d I �I I Trees shall not be placed over \ { - } INv. air-330.9 I III I 11 _ any water main or service line, nor placed within I I Ir \\\ I'--`y-�^- II i I 111 I I 20' of any appurtenance, Including fire hydrants. {. I II s I F---- ---- / - - 1 , I� t / BUILDING I,' -_ _ CLEANol1r I 1 7. Separations between the water main and I [i it AD D I TI ON I s 1 service line and nearby sanitary and storm sewer I t-- ---- "'"" �b I I� I --------- I) // 336 f P!-LASE 2, i 3 V \ z I I 1 I `]��p�{+►�p lines shall comply with the VT WSR requirements I I I I I I and the above referenced Specifications. I ` I " ' 1 / N� A r i Saa GE of \ v I 11 I LOT 10 �.c+, I MW PARK I z 9 I TDR 0 S RNpER F ----- t „ �tATi. ,1 ' h t I I I I OWLAND BUSINESS PA B. Prior to any building construction, the building I F sE I II �� R AR SOUT (3� contractor should contact the South Burlington II t NEW GB/otE sFPARA aP� Iy �" Water Deportment to discuss City of South { PHA I IG--____-_7 I RIM 33i 1 K111 I I I I I 01 so" � P I P Y I I____ �ARSP CES) 1 t NV. (12) 2g gP ACES) + 1 I Burlington requirements for meter sizing, meter I it I \\ If, A HOODED NSTALLov(nFsettings, and backflow protections. OsUN4 \ INV.+-335.5 r I I1 IINIr%5 9. The South Burlington Water Department shall r 340be notified prior tobackfliing to inspect all joints, 11 I I I \\ IIII I I IIjI' l \\ I I 1 I fittin s main line to s a urtenanc t I' I 423 I P' U I l_D i N 1I \ I I g , p , pp es, wa er It I \ and testin I : ` �"��"� ,crossings, 9• -- i I ---�---- ! ..,. AS 1\ \'�C £ r..'. 8 CKETE SIDEWALK 1 ::1 I II \II I I� I� \\ \ t\ E3 U I LLD 1 N G/ L�L'vt�:: 34 1 fFKy \ { { F. F :,.. { 1�y ppD)TIO�_ _ — 2 i:e ''-------�� t [ � PHASE / � . I � I 1 I II \� ��-_•� I ' f � / 1 � I I � I I I III 2' ' � eL IK >® • 1 I RA� m 1 > I I III \ I / t Al 5 x 3 12" PV O // t, F I SR S� z rri • �v //�I 1 NEW 10' HDPE T I 1 FOR ROOF DRAIN 6� I - ---------1' III $ INV. 337.0STORAGE AREA I\ I SREAE �Ib o 1 340 i / /4" HaPEI A ...-� 1 / / INV-33M, 339 111 �... \ 339 ... E RQOF 338 DR HOPV--3336. ---34e E\ 'rim �\ \�\ y 11 �y —� // $; ----- - _ _ _ -- -- _ - _ Bx6" REDUOEF� CABINETT6 `-- - - - - - - - - - - - - - - G i EXISTING REC. PATH — — — 3 —G— Rt / A EX. C51 //37A I_ i RIM-3 8.57 �We� INV. IN.335.7 INV. O1 T-335.6 OATS cHmx8O MMION I. II II I I Q II I 0 J� \- I J� II G\J / I - UTILITY PLAN SCAi:R I- D d DATE AUG., 2006 I]AAMSNC NUMOtR > zo n I - scAm 1" - 20' C - 4• -'- anm. na_ 06192 I / EYE. CB 'JE,T,C, ,�' I SITE ENGINEER: NEW 15" HDPE W/FES /RIMS y> IN IS UC RE CB INLET 339.22 /--CABINETS I\ = I I I 1 INV.-336.3 / INV,=336.1t - i 1 11 / "/ I jj (pR� 'II��11 .= NV334.89 f NEW 2" SDR 26 / � -- � NV (iS"�d38.2 � I PROTECTION 1 I 1 1 1 _ FORCE MAIN. MIANTAIN\ \ NV. (2"f 338.G 359 MIN. �5LGOYER-UNTIL__Y _ _ -' } �L„"'- - I ... - 1 I I I _ - LINE S�WALE MATH _"REACH_THE-E3f:-STORF74--- _ !_340� --� IROSION -CON,TROL MATTING DRAIN STRUCTURE ...- -- _ - -T- I' I E%. CB (/37 EX. CB #37 r� it III RIM=338.27 CIVIL ENGINEERING ASSOCIATES. INC. RIM=338.26 INV. IN= P.O. BOX986 SHELBURNE, Vf 06482 /STONE CHECK I I I I _ - _ / /III �� - - �,-,.- - �\ -r`-"- .--I INV. IN=335. 5. INV. OUT- OW48&aszs rax eoaeeszxn ».n: xww.owrtamn -- - - - _ / TYP. D / -- - /— 'r'-' 1 INV. OUT=335.5 I i''I _=n1 ( )�. -- _ -.\.1 - 4'HDRE 1 I { III %....� _ _ _ _ __ _ _ _ _ _ _ \ _ -' INV-33Q.4 1 I I 1 I-YR1GRT - .w. alcx s RiarAlvm E%. 15" HDPE FES III / 1\ �.5. -�„t.i•___ _ _ ._ - -. EASEME - — __" \ �cy1 t 1' I DMWN ACL INV.=338.97 I1I14 / \\�/ i i'/�! /"'.�' -- ____ _D(AINAGQ T_ 33 \ I1 It III I {Ii�/�^\\\/- _ _ ...... p' 'O�" I -- — \ B iNS COIR BIOLIOG I 1 I I I I I ...... _2 -� STORAGE' SNOINS PORARY SF�IIMENTI PROVIDE TRANSInONE 1 II I I CNECEED IN AREA \ w t\ t BIT. CONC. SIDEW 1 � li it II DSM j �`.0 , / / „ UN p DFRA OPE 1 i II i D$M \ OWNER: -343 C-__'- 339 \ RFP1ECE'(EE CURB II 11 II'I \ _-_-____., TO A RECESSED III / I \ gip / RKIN \ CURB \ 1 I ISTARAN2� CONSTRUCTION SUMMER ICE \ I \ SNOW f-GS� \ \ s1oRACE zT'A " JOINT VENTURE \ I AREA �f r t A-` I t - ENCL D DUMPSTER \ v 1 I j 11 1 I I I pd �'1_Yc AR CONC. PAD \ \\ / NY I 1 i II II II APPLICANT: �„TAP. GREENFIELD / � p\\ ( I`I ` ` I I 1 \ I - ------- '', , \ � � �4R8 ( {) I 1 I I CAPITAL, LLC I, _— ____ \ I i \ 1 1340 ELEC. \ ❑ I \ I I I 1 "+ -""�� PROJECT: 34 I IEX. SMH A F. ___ I 340 ; i CABINET \ - _-.-..,-- I RIM®339.3I 1 I - \ 1 �R„ - I INV. IN=330 11 1 I /� \ ( R 3 NV. OUT .9LOGIC A I ( I I I SUPPLY �/ S I { l I i SUPPL J �{ tj ILD1 N G 1(.I N WALE WITH ( / ADDITION n �,1' CONTROL MATTING 1 J pl3dT�i13 336 PHASE — t 3 1 - ;l + LOT ro o _ _ "--1 I (- ..... . ''W� / ""- 1't M t I I 1 MEADOWLAND BUSINESS PARK ON ��.RE- ---------- { SO TH BURLING 1q,.r r1ll ..:,, . ________I.i I (FlF(1-� _ I ( III U T 1 cES> ( I Klrac �) VERMONT ------- 1I \ I: I {y,•i •' \ � ECK DAM 1 \ - NE _ -' DE \\\ I p) CH 1 1 I �_________ 1-I ASE........ ...•••••••� \ WCRETE (SIDEWALK (_ I 1 \I I+ (1 1 I I 3 gL.J I LD I lb �...E ...�/.: 4� ` c g{�k T F2 I I _ 1 � i l I i liil l I 3R3 . I •; Sam 1 • 4 I CnON — X SILT FENCE O1 I I SILT FENCE SWALE HA 1 '�- ------ - i ce INLET PRon:cnoN 1 / L RAK � .-----------1 i I t -• I I' / (. Y -11011 PVC I I II I I STONE CHECK DAM INV.=335.74 I ( I I I EROSION CONTROL MATTING z___ A___BBBBEEEE$i I Itl BIOLOG #37A RIM=338.57 PORARYSED M E NT =335 - _- INV. IN35.6 I __ - __INV-334.9 1 I `r- NEW 10" HOPE I ^•..� _ �„_- \\ 1 �I III E e t FOR \ 1 I _�-"\ I I I 1 ROOF DRAIN f II I+ I (n I II III11 ----' I INV.=337.p SNOW - - I r / IS SNOW a 340 f AREA \ z I III 1 STORAGE t 1 I ' /4" HOPE( I C) I I11 AREA 1 INV�33�.2 I I i 1 33 / 1 I 10" HOPE ROOF DRAIN-INVm34.36.9 11 1 \ G' .. ' J ""' STONE CHECK DAM \�\ INSTALL SILT FENCE // / I \ \ \\ \ (TYP•) \AFTER SWALE HAS BEEN / I `/C /� LINE SWALE WI -- CONSTRUCTION ----- /- ❑ \\ \\ - \\{I I OVERALL. \ EROSION CONK L MATTING - I E,T,C, -�- _-. - ....- CABINETS � n� _ —- _ — _ _ —- ________.___—__—_—___.____—_ —T ,------340-- y l \ �w� \ EROSION ------ o --, ------ — ----__ ---------_— CONTROL ` ------_-- - - - - - ~-- _ _ _ - —�� ---=.=-------� PLAN `"--'-- _ - ' - - - '- - _ _ _ - - - _._._.-.-.---.-.- I -/ '............� _-._GR�1PHiC-SCALE \' ( D -'"�.:ID D p M DATE DRAWING NUMBEN '3 _ aD_ AUG., 2006 ( Ili FEET ) �' scuE 3q2' N D DRIVE,; t; I 11xGe ®z n , 1" - 20' C-J.O WL MEAD A l' _ . — _ Ma. NG. / _V �./— 06192 PHASE I 1 I I I I I I I I (NOVEMBER 15, 2006) _l _ 3 / \ INSTALL SILT FENCE 343—/ // \ \ \ 1 \ I I 1 1 I I j INSTALL CONSTRUCTION LdMiTB FENCING� 1 / I II 11 /' / ll i /✓ f II INSJLL SILT FENCE j 21 ----------- --- •-. ' Ewsnxo \ _ _ \ ._..._._ — — — ' ' -- — J40-.- _ / --- -- -- - ----- _ I iI I I I SITE ENGINEER: 1 I 1 PHASE 11 1 II I i (NOVEMBER 16-18, 2006) r CIYIL ENGINEERING ASSOCIATES. INC. /di�-.w.....y� I i `'� \\✓// /'/ i• a„' _ _.. ".) .._ .__ -_��.► \, III 11 ` SILT FEN�E I • I 1 I -� I _ ._..- �, • ( \ CONSTRUCTION ENTRANCE 34, I INSTALL 2" FORCK M \ K \ \ \\ \ I I 1 I \ \ \ INSTALL AC S FIRST \\ \ \ PRIOR TO B I I I 1 \ yGTI � i I \ INSTALL INTERCEPTOR 1 I wv ixss,.Qpy SWALE NTH EROSION CONTROL ) I I, ' : I W. -3 9 I MATTING CHANNEL BOTTOM / r 1 ( INSTA IN T I P C I I i I I , `,M I � I I CONSTRUCTION I I !/ \ � • PtA � q� I 11 II R LIMITS FENCING N, ,�STALL ,1 � ltml ISWA \ �EED h MULCH Q \\ ALL DI IURBED ARES \ , (( H \ x• t I II \� I NSTp�� TEM ,z...itU�I BA P 11 IA I Pou-SpE �] 341 Jtr \ \\ 1 I 1 \ \ SILT . / / INS �aI ASS / PORA Y IMENT UNED SW STONE / E M I /�\ CECK DAM "�• / // / / // \ -._ -_J40-�� EASTOG C. PnTa P.O. BON 486 SHELBURNE, iT 0482 SOZN5-2323 FAN: M-066-2277 wM: uwvoea cvrc DRARN ACL D 0 I I APPROVED DSM OWNER: SUMMER ICE JOINT VENTURE 1 I APPLICANT: GREENFIELD CAPITAL, LLC PROJECT LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT � EPSC PHASE 1 + II PLAN GRAPHIC SCALE / GRAPHIC SCALE DATE DRAWING NUMBER AUG., FEET Y . NO. C-5.1 1 Inchnch 3 ffi 0 Pt. IN FEET ) 1 inch 90 1L PROI NO 06192 r 1 - - I I-- i I I SITE ENGINEER: I it I I I I PHASE III iI L PHASE IV `I -0� 1 1 I I , I I I I I (NOVEMBER 18-30, 2006) i (DEC. 1, 2006 - MAY 1, 2007) CIYIL ENGINEERING ASSOCIATES. INC, P.O. BOX485 SHELBURNE, 1? OUM [>/c /�w ..�-• : / I I I 'II I /�, / c%e/ / / // c' �w .�`�./ I1ili11 eD2 Dea zs2a FAX m9 82VI ///NrK.22 TAIN[lµCOPYRIGHT 2000- w.m www.o..w.oaR Ml DRAWN - - = _ _n==��_��K�\2.�)%/%IIIy / �i �� a n \ /_ -/ . / a_ „_`_ t-_.__�'\�- 'D __ /..�--�.-.��- �-"_�a-m_ —� _ D �'I j 11 wNuvv�.WIry-.w1.a3.>aos I- 1I 1II1 1 III I �''=i�� =-'c. _=_ o _=____.=-__-__=' c— =_==c_d_✓.r��1L♦'!\!/\/I�[�y-`a- -<�� 1�I- \��_'"-�—e,�-.. .— s�_. r� _ �\D��_. ► II II 1I1I1I 11 Cl EA ce 3I-D �SV iAPPROVE D \ — .M DS r-==_=.r--1_1-'--w-1 _s•F-- —�.� SILT FErE OOWNER:N I \ ` SILT 1;1 K : I 1 l3 1 r I — 1 I II III tEXTMO, STONE ACCESS \ CONSTRUCTION I I �I 1 i, I I I — j /� I \ CONSTRUCTION 1 I To BUILOINO ENTRANCE • "> 1 1 —/— ! ENTRANCE I SUMMER ICE / / JOINT VENTURE APPLICANT: \\ \\ \\ CONSTRUCT FROST WALL �AN(� I' \\ \\ \ I NO EARTH DISTURBANCE \\ \\ \ � RING NwT 11"TIO0 WIDE STONE "K \\ I I 1 11 I \ \ \\ rH� PERIOD. CONSTRAVE PLACE UCTION a,� \ I I I 11 GREENFIELD \ \ \\ STBIUZATION MAT ARWND \ II f I1 \\ \\ \\OF E7ILDING WILL CONTINUE XSIPERIMETER OF BUILDINO 1 \ I \ + I 1 �CAPITAL, LLC A I \\ \\ \ INTERCEPTOR \ 1\ �q r' cABIR[T Nv iiv PROJECT: \ \ INTERCEPTOR INSTALL CATCH BASI�1 I wv. wa3'.p 1 SWALE WITH EROSION CONTROL 00�� NV N 3-31 / AND PUMP STAn 3 Nv 2 I I MATTING CHANNEL BOTTOM / I 1 SWALE WITH EROSION CONTROL / ) �;;"3.';•'n • I • Nv. a MATTING GHANNEL BOTTOM I I I / � I 1 I I i I / 6e%^` ,�.•r.• 4 'r'rY c g LOGIC I I 001 1 , I I I / s,.,.:,;>,;�„•;� ;>,;.��,,.•��;,..:. 1 I I CONSTRUCTION SUPPLY ! /• ,�t .�:• `4 PB` I 1 I I I I I // ✓S��c'.;��,Ien'' v `, :,.r. >,� 1 R CONSTRUCTION I 1 41M1T5 FENCING_ 4IMITS FENCING \ INC. \\ II Y \ ml11A I \\\ I 11, (\ v �' ,y LIE SWA LIE ISWA I LOT 10 \ z 1 \ \ I cg I I MEADOWLAND BUSINESS PARK \\ I ( I�I I \\ j :'.'t^' I \1 SOUTH BURLINGTON VERMONT 1 / 1 EDtME4T BA iv: 3u Rxu.C]�l�l�31A q wV 11}isel iR, a 3s'E SILT F CE / \ / I `,I` s� \ \ 1 1 1 \ 1 SILT FENCE ` _II �, -\. "y y INS - 01 G r O� � \v� �-... .. // C01 916LOG �. I r � \ �� \ 1 I 1 \ / ,-v--. MPORA Y IMENT� y ^ INSTALL Ec/n CONTROL 1 // TEMPORA Y IMEN71 ��\ \\ 1 - I \ \ / / V� } MATTING OR HEAVY MULCHSTONE H M \ \ I \ \ \ STONE _ j H M I ` 9 a r \ ON ALL TURBW \ CK DAM / / / \ \ a 1 \ \ CHECK DAM / _v�` E;, ,_ I \ unurrDmNchE�_ -ry,�--� /*•ate '--I- \ \\ \`----- --1_-I_t \``�\wS.``==—�—,.__--- —D PM PAIN —� A_♦1 / / --¢1 = — _ ......... _ \\ _ — ——'_...._ _�— _ LD _— —.-0 _ _ Vl 1 _ _ _ _ _ _ _ I D —• I OM CggCGEO RmsloN Vl I \ s --j-- D - �_— y EPSC PLANE III i- IV GRAPHIC SCALE D.TE ° -lr "' °'- GRAPHIC SCALE AUG., 2006 SCALE l^_ ( IN FEET ) i (IN FESf) 1' z 30' V —5.2 1 inch . 90 ft. 1 Inch = 30 (4 pgol. No. 06192 SITE ENGINEER: PHASE V I' PHASE VI ;��II�I I' II �I it (MAY 1 -JUNE 1, 2007) I (JUNE I -JUNE 15, 2007) 1 1 / / / Il E I I I COIR SIOLOC ' -� I P.O. ENGINEERING ASSOCIATES. IPIC. P.O. BOX I86 SNELBURNE, Vt 05182 INSTALL 15' STORM DRAIN / /a1u n /i 'w -�) / 2A is I 1 1) 11 1 1 1 AS TEMPORARY SEDIMENT BERM / / // E / /P1Ef n ns ` °:122 I 1 11 I 1 CDPrnlcxr - Au n�Dan a�semm INSTALL DRAINAGE SWALE INSTALL COIR BIOL06' WITH EROSION CONTROL / -�\ / I I I 1 1 1 1 DRAINAGE SWALEI REMOVE STONE CHECK K- , / I I 11 1 DIUEH AS TEMPORARY,S�FDD.IFJII� --L(FTRN6 ON, BOTTOM _ -. JJE--BET2M- � _ _ _ // I r _ _ I - . _.�. � 1 I I y. WITH EROSION CONTROL DAM ATFEB_ SITE = uATTrNc ON em rTTOM - � ` _ _ _ =1�..ST �J - r _ I I l I _ �9I ACL / �. •--' - _.-.T.-.- I II// Ex. CB W7 RIM.3JE.9E IIII __ .- / -_-_� �' _-�_%_� �� 1\ :. J40- � -. - _ - cJ.o-1`/ =....cam"" - . _ D _ .- - _ Ex.. M.If Jl III niw.Jsdse I III D$M __�_-____=-'/�III�--�D -_"'STONE. _ _ —ovED 1\ sr= CHECK DAM_ DSM \ - _.- - -.-.- s i — 1 �� 1�►—'— \ , I IIII ;i = _:- --j - �' h — - 1 _ -- '-\ \\ 11 \I I I11 111 - -. 1 _ � f �.� _ \ 'd 1 s I 1 I \\��// — = _—�- � � \ 1 OWNER: -�-•-s-\ ='!-.a I ly .--- -.-.. �, 1 I II SUMMER ICE 7 IW JOINT VENTURE ONSTI UCT PARKING C 1 (, ,-.._ I I V I i ..,_�� APPLICANT: \ -� GREENFIELD CAPITAL, LLC IEIC ELEC.J\/`E-'1• I. IEx. IH A T CABINET I IMI.J i.JT 1 \ \ \ , ` I 1 INV. PI A1. CABINET _ w""' PROJECT: puv. m s .a � 1 \\ I /) / _- i . • i wv. LB INTERCEPTOR // - I B I I NTERCEPTOR 1 / - I s NTH TH E- OSION CONTROU / / #44--- i I MATTING ¢HANNEL BOTTOM�y�I / // s ,X SWALE 'NTH OSION CONTROU / I I 1 / I I I MATTING CHANNEL BOTT01/ / // 1I I I I LOGIC I CONSTRUCTION SUPPLY I I �. // •`� I II \\ 11 I R I LIMITS FENCING I / INC. GR�SS bNED I \\ I \ V A�. A �� .,I I I SWA E ' V GR�SS LINED LOT 10 \ - I 4_ rW/ER �0 SWA E N'/ER 0 I 1 I ON L MA N v 1 I � I A �� u1�a1�� ' 1 oN� MA MEADOWLANDBUSINESSPARK \ B OM -V I v� T'. 11 'Gm�I N B OM � v i v �� , , .. •, 1: � I I v �� SOUTH BUALINGTON VERMONT COMPLETE LANDSC ING AROUND �vhv H �� 1- 1 I 1 I THE �UIIDiNO AND SITE EMP 0 -"� I EDIMEt�T BA t� , 1 V �•---L:.-'' v EDIME�T BA t�l R EX a NMI T WT�MIE ^S",/ � t H, � i ✓ /1 I wv, our 3�ie.e fl 1 1 I / / I 1 1 fl I COMPLETE FINISH / j 1 ELIMINATE SEDIMENT GRADES TIE-INS -- \ I I `I \ / Y / BASIN RkNOVE SILT FENCE REMgVE STONE CHECK AFTER CRASS IS I fE. r \ \ \ I I SUFFICEATI.Y ESTABLISHED EDAM ATTER SITE C01 96LOG I \ \ IS T 1 / TEMPORA Y IMENT \ 1 \ " / II 1\ .. ... // \r \ -'-\'\ AGIR2(00ai Y MENT STONE / B MSTONE / B M \ i CHECK DAM / / / \ l 1 \ _ / / I / S / �\ CHECK DAM /\ ` Q ...tee`. -Sf°-� ._--_--._-_-_ EAS"G 5 t\\ _ - .. I CflBCBD --=- -- -- - _ ItEY1S1DN -° - -776 _ _.. B GRAPHIC SCALE ( IN FM I i-h • 30 fL GRAPHIC SCALE IN In?> 1 inch . 30 EL EPSC PHASE V + VI PLAN DATE E-11G N11-1,11 AUG., 2006 -12 = 30' C-5.3 -1, 111 06192 4onstructton Storm •eater Di" i+arae The development of a new commercial building is to be permitted under the State of Vermont Individual Permit for Discharges of Stormwater from Construction Sites Issued for this project. Parties associated with the Issuance and implementation of the requirements set forth In the individual Permit and the details within this document include: -State of Vermont Department of Environmental Conservation, Water Quality Division (State) -State of Vermont Environmental Commission (Act 250) -On-Site Plan Coordinator (OSPC) Environmental Specialist (ES) independent Engineer (IE) -Site Owner (Owner) -Site Erosion Prevention and Sediment Control Plan Designer (EPSC Designer) -Owner's Builder/Contractor (Contractor) This permit has the goal of minimizing discharges of sediment -laden water from the site by Implementing appropriate beat management practices (BMP's) during the development of each lot. The Contractor will be responsible for ensuring compliance with all construction stormwater permit conditions within the entire project construction area. This permit covers all earth disturbance activities to be undertaken between the period of April 16th and October 1st and shall be submitted to the State of Vermont Water Quality Division 30 days prior to the commencement of work. Earth disturbance will be required for the period between October 1st and April 15th of the following year.This is a requestfor winter construction approval. The EPSC Designer shall make such modifications as recommended by the OSPC and ES depending on the status of completion of construction. Any revisions shall be submitted 30 days prior to the proposed winter activity for review and approval to: Mr. Matt DeWolfe Department of Environmental Conservation Water Quality Division 10 North Building 103 South Main Street Waterbury, Vermont 05671-0408 The request shall Include a site plan which will need to depict the proposed work areas, description of the proposed activity, why it needs to be done this time of year, the area of disturbance, and the means of satisfactorily stabilizing the site through the winter In preparation for Spring runoff. Groundwater Dewoterina If dewatertng of trenches, pits or other excavations is required during construction, the groundwater will be pumped to a suitable settling facility approved by the engineer and the VT DEC. Inspection Program The Inspection responsibilities of the Contractor and the On -Site Plan Coordinator (OSC) are outlined in the chart below: Feature Daily Weekly After Rain Event Storm Sewer Inlets C C, OSPC Silt Fence C C, OSPC Check Dams C C. OSPC Construction Fencing C. IE, ES C, OSPC Construction Entrance C, IE, ES C, OSPC Stabilized Areas C. IE, ES C, OSPC Sampling/Testing ES Report C OSPC ES C = Site Contractor Inspection and Repair OSPC - On -Site Coordinator, ES - Environmental Specialist Z G - The project area comprises the following soils as mapped by the Soil Conservation Service. Symbol Soil Groua Siooas Inlve Arend Factor VeB Vergennes Clay 2 to 67. 50x 0.49 CV Covington Silty Clay 2 to 6% 5o% 0.49 High Risk Areas and Areas of Special Attention Areas of high risk are generally associated with the disturbance of the upper profile of the native soils in association with the initial clearing and mass earth excavation activities. Work upgradient of existing wetlands, small stream, stormwater collection basins and drain lines requires special attention due to the potential discharge of sediment -laden water directly to the receiving waters. EROSION AND SEDIMENT CONTROL STRATEGY- The following techniques are anticipated to be utilized as port of the erosion and sediment control program. The timing and use of each of the techniques Is further defined within the Construction Phasing of the project. 1. Use rapidly germinating cover crops prior to seeding when the ground would otherwise be bore. 2. Include rapidly germinating grasses in the seed mixtures when they will not compromise the Integrity of the final product. 3. Utilize hydroseeding with mulch when feasible. 4. Utilize erosion control netting or blankets, with or without seed contained in them on slopes greater than 3:1. 5. Utilizing stabilization materials or sodding areas where runoff Is rapid or concentrated. 6. Limiting traffic in the vicinity of streams and wetlands and Installing as few temporary crossings as possible. 7. Installing water bars (swale/berms) on slopes to and channels before It gains sufficient volume and momentum to cause scouring. B. Using stone check dams, silt fences, sediment ponds and basins once the soil has begun to move. 9. Preserving existing trees and vegetation near and within buffer areas until after the site has been stabilized. 10. Controlling dust by providing parking lots with prepared surfaces, limiting traffic in all possible ways, planting stockpiles with cover crops or protective blankets, using water trucks, refraining from cultivating and smoothing seedbeds until immediately prior to seeding. 11. Construct the stormwater detention basin first and use it as a sediment basin during construction as an additional tool in protecting the water quality of the surrounding streams. 12. Water pumped from sediment basins will be required to be filtered and then polished prior to discharge to waters of the State. Field Protocol - Areas of special concern will be reviewed with the Contractor prior to Initiating site clearing activities. These areas will be continually reviewed by the Contractor and the OSPC and any issues will be identified in the daily or weekly reports. All reports shall be distributed via e-mail to all parties in support of the efforts to address areas of concern in a timely manner. Best Management Practices - BMP's - Examples include, but are not limited to: sediment fence, erosion control matting, seed, and mulch In accordance with the State of Vermont Erosion Prevention design documents. 1. Construction Staking A. The building area and parking area locations and construction limits are to be staked in the field by the Owner's Licensed Surveyor. B. The remaining clearing and site disturbance limits shall be reviewed by the Environmental Specialist prior to initiating any clearing. The Environmental Specialist shall designate specimen trees and critical vegetative cover along buffer areas that are to remain during the Initial phases of construction. 2. Clearing - The clearing limits shall be demarcated in the field with continuous flagging. Construction fencing shall be installed along the edges of any stream or wetland buffer areas adjacent to or on the lot. Prior to any timber being harvested and removed from the site, a construction entrance pad shall be Installed at the entrance point to the project site. Chipping of branches and other woody material is allowed but the material must be disposed of in an approved manner. 3. Inlet Protection- Ensure that BMP's are in place and functioning at catch basins, drainage swales, culvert Inlets, and other areas as shown on the EPSC site plan. 4. Protection of Adjacent Sites- Install BMP's along the common lot line of adjacent sites. This would Include construction fencing to help avoid unintentional encroachment onto the adjacent property and silt fence when the adjacent lot is downgradient of the construction site. 5. Protection of Construction Site - Prior to initiating earthwork on the lot, surface runoff from areas upgradient portions of the construction site shall be diverted from the proposed areas of disturbance using diversion swales, structures, sand bags, curbing, or other approved method. Protect steep exposed slopes from surface runoff by collecting runoff at the top of the slope and diverting It Into a stabilized conveyance, such as a slope drain or stabilized swale. 6. Grubbing A. Grubbing shall occur only after the erosion control measures around the downgradient perimeter of the site has been established. Those locations shall be reviewed with the Environmental Specialist and Independent Engineer. Existing topsoil shall be retained and stockpiled on site for re -use. B. The Contractor shall remove all remaining woody material and tree stumps and dispose of them utilizing one or more of the following methods: 1. Burning, provided that permits ore acquired from the State of Vermont Solid Waste Management Division and the City of South Burlington. It. Disposal on site within designated slope disposal areas only after an insignificant waste Disposal Permit is acquired. At these sites the following standards shall be met a. 3' separation to the seasonal high groundwater table. b. 100' separation to surface waters. c. Thorough mixing of soil and woody material to minimize future settlement. d. Covering with a minimum of four (4) feet of cover material. Ill. Chipping with on -site disposal In accordance with Item 5 or disposal off -site in accordance with State requirements. iv. Disposal at a certified landfill facility. C. All grubbing of weedy materials shall be completed to a depth of at least 12". D. The Contractor shall remove all medium to large stones and boulders present within the limits of disturbance Including future drainage and infrastructure Improvements. i. The larger boulders shall be saved for use in retaining walls. il. The smaller stones may be buried In predetermined disposal sites. 7. Soil Stockpiles. A. The Contractor shall strip and stockpile as much as possible of the native topsoil for re -use during a later stage of the project. B. Each topsoil stockpile shall be placed in locations respective of existing environmental features of the site. Special consideration shall be made to maximize the distance (minimum 100') to the nearest water course. C. Each topsoil pile shall be surrounded on the downgradient side by a row of silt fence. D. Any topsoil pile which is to remain in place for greater than 15 days shall be temporarily seeded with winter rye. to preserve the integrity and minimize the erosion of the soil constituents and release of soluble nutrients. E. The Contractor shall locate stockpiles on the uphill side of the disturbed areas, if possible. During windy conditions, stockpiled material shall be covered or watered appropriately to prevent wind erosion. 8. Earth Excavation/Grading A. Mass earth placement to create the building plateau shall commence only after all remaining EPSC measures depicted on the plans are installed. B. Surface water diversion BMP's shall employed at the high point of the site until the new drainage swale/hollow Is installed. C. The Contractor shall install berms across drainage collection areas as a means of reducing velocities and settling suspended soil moterlol. D. Prior to any forecasted storm events, the Contractor shall prepare stormwater Interceptors across exposed slopes with runs In excess of 100'. The stormwater interceptor swale shall be cut into the earth generally along the contour of the land with channel slopes not to exceed 2X Runoff shall be diverted to vegetated buffers and then to surface water receptors such as sediment ponds. E. The Contractor shall also limit the soil disturbance and seeding application dates to between April 16th and September 15th. F. All exposed soils areas (not Including structural fill soils or stabilized stone areas) shall be protected prior to any forecasted rain event with mulch or erosion control matting. Pin matting with wire staples in accordance with the manufacturers recommendations to ensure full bonding with soil surface. G. Install stone check dams in grass -lined swales 50 feet on center to prevent silt from washing into the drainage system during construction. Check dams are to be removed when vegetation is established. 9. Temporary Construction Entrance - Required for entrance and egress points from the site. 10. Planting Preparation, Seed, Sod Mulch, Germination, Maintenance A. The preparation of the topsoil for planting Includes final smoothing and removal of small stones. This work shall occur Immediately prior to seeding/sodding so as to avoid exposure to erosion damage and to reduce theamount of dust generated as part of this process. B. Planting Is to occur immediately after the topsoil preparation with special caution being given to upcoming storm events that may displace the seed/sod. C. The planted areas shall be water regularly to protect thenew plants but not over watered so as to cause excess runoff and erosion. D. All ditches that are not stone -lined shall be topsolled, sodded and fertilized. Any area which shows signs of erosion shall be resodded or reseeded (as applicable) immediately and maintained until permanent vegetation is established. of E. Maintenance: 1. All erosion control measures shall be Inspected weekly and repaired and/or replaced as needed. 2. All erosion control measures shall be Inspected after periods of heavy rain. 3. The stabilized road entrance shall be top dressed with additional stone should the existing stone become clogged with sediment. 4. Hay or straw mulch is subject to wind action. Mulch, where permitted) may require anchoring as the weather conditions warrant. 11. Surface Stabilization - The following stabilization methods ore required: A. Temporary stabilization - Straw mulch (during the earliest phases of the project) or erosion control matting placement is required on all non -contained disturbed areas prior to forcosted rain events. B. Prior to any forecasted storm events, the Contractor shall prepare stormwater interceptors across exposed slopes with runs in excess of 100'. The stormwater Interceptor swale shall be out into the earth generally along the contour of the land with channel slopes not to exceed 2X Runoff shall be diverted to vegetated buffers. C. Install stone check dams in drainage swales 50 feet on a center to prevent silt from washing into the drainage system during construction. Check dams shall be removed when vegetation is established. D. Control dust through the application of water. The exact number of applications and amount shall be based upon field and weather conditions. It shall be spread in such manner and by such devices that uniform distribution Is attained over the entire area on which It Is ordered placed. E. Install crushed stone apron of at least 15' width around the perimeter of the building p ui nq following backflll of the foundation walls. F. Instal temporary (sacrificial) crushed stone on all access ways and laydown areas. These areas will be covered later with the roadway/perking lot base materials or with topsoil. G. Permanent Stabilization - Required of all surfaces at the completion of construction. The Contractor will Install 3" topsoil, sod, seed (where permitted), fertilize, lime, and mulch (seeded areas) the disturbed areas as soon as possible following completion of construction. 1. Use rapidly germinating cover crops prior to seeding when the ground would otherwise be bore. 2. Include rapidly germinating grasses in the seed mixtures when they will not compromise the integrity of the final product. 3. Utilize hydroseeding with mulch when feasible. 4. Use sod where the available growing season is limited or where it Is called out for on the plans. Permanent erosion control measures also Include the paved/gravel surfaces of the driveways and walkways. Culvert stone fill outfolls and grass swales along each side of the private driveway will control erosion and provide treatment and absorption of water. SITE ENGINEER: Owner/Contractor Responsibilities: 1. The Owner/Contractor (0/C) is responsible for the on -going aT maintenance of all lot specific erosion prevention .and sediment control - devices and practices. Any subcontractor conducting earth disturbance activities on the project site shall review the EPSC plan and General Permit and shall complete on application and file with the State a request for Co-Permittee status. CIVIL ENGINEERING ASSOCIATES, INC. 2. Periodic inspections shall be performed In accordance with the P.O. BOX485 SHELBURNE, VT 05482 above schedule to ensure that the erosion and sediment control Do2-00128es FAX ea2ee62271 measures are functioning as required. In addition to the standard CDPYEMDT B -ALL R�cxlb etEERYED periodic Inspections, Inspections of all of the on -site systems shall be Mini conducted after a rain event causing stormwater to leave the site. Any problems noted during these Inspections shall be corrected ACL Immediately. 3. Once construction has commenced, the O/C is responsible for the CHECKED �$iVj maintenance of erosion and sediment control measures protecting nearby stormwater collection systems and water courses. It is critical APPROVED that sediment not be allowed to Invade the receiving waters. DSM 4. The temporary construction entrance provides a place for parking OWNER: vehicles off-street and a spot where material can be off-loaded. The Intent of the requirement Is to provide a stable surface for parking vehicles where mud and debris Is not likely to be tracked onto the street. Proper maintenance of the area Is required until such SUMMER ICE time as a permanent driveway can be put Into place. JOINT VENTURE 5. During the entire construction process, the O/C is responsible for ensuring that mud, dirt, rocks, and other debris are not allowed to erode or be tracked onto the street system by construction vehicles. APPLICANT: Should any mud or other debris find Its way to the road system, the O/C shall take immediate steps to have It removed. 6. Maintenance - Silt Fence I G REEN FIE L D A. Inspect sediment fences daily. to ensure that construction activities have not impacted their operability and after each rainfall event causing runoff from the site. B. Should the fabric of the sediment fence collapse, tear, CAPITAL, LLC PROJECT: decompose, or become ineffective, replace promptly. C. Remove the sediment deposits as necessary to provide adequate storage volume for the next rain event and to reduce pressure on the fence. Take care to avoid damaging or undermining the fence during clean -out. LOGIC D. If the utilities are Installed after BMP's have been put Into place, the permit holder is responsible for control of erasion and sediment SUPPLY during the construction process and for ensuring that all BMP devices are re -Installed per the original design. INC. On -Site Plan Coordinator Inspections 1. The OSPC will normally inspect erosion prevention and sediment control measures in conjunction with routine Inspections. Inspections LOT 10 will ensure that proper placement and installation of the erosion MEADOWLAND BUSINESS PARK prevention and sediment control measures are in place. SOUTH BURLINGTON 2. The first Inspection will occur prior to clearing of the site to VERMONT ensure that proper BMP's are in place, including proper demarcation of the clearing limits, installation of construction fencing along the stream/wetland buffer limits, and any other devices required to protect the receiving waters from sediment deposition during the clearing phase. 3. Prior to Initioting grubbing and mass earth excavation, the OSPC shall inspect the site to ensure that the construction fencing, silt fence, construction entrance, and other required BMP's are In place. 4. The OSPC will conduct weekly inspections and will prepare weekly reports which are to remain on -site until final stabilization is achelved. l� DATE D ifM NDMDER AUG., 2006 szA, r AS SHOWN C-5.4 PRDt. N . 06192 SECTION 02150 - EROSION CONTROL PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. The work under this section Includes but Is not limited to providing all labor, equipment and materials for the Installation of all required site related erosion control measures. If not otherwise directed on the plans, erosion control shall be In strict conformity with the latest revision of the "Vermont Handbook for Sol Erosion and Sediment Control on Construction Sites". B. Related sections: 1. Section 02210 - Site Earthwork 2. Section 02936 - Permanent Seeding 1.02 GENERAL NOTES A. The discharge of sediment laden water from the project site In prohibited. All discharged water from dewotering operations shall discharge Into a temporary sedimentation basin. B. Contractor shall install all erosion control measures as depicted on plans and details or as recommended by the Vermont Agency of Natural Resources, or Soil Conservation Service, prior to any construction. Contractor shall oleo be responsible for inspecting and maintaining all erosion control measures until project is completed. C. Contractor shall also limit the soil disturbance and seeding application dates to between May list and October 15th. If soil disturbance occurs later than October 15th and prior to May 1st, winter erosion control measures will be necessary. Contractor shall consult with the Engineer for additional site specific winter erosion control measures. D. All stockpile material (topsoil, borrow, etc.) will hove a hay bale dike or silt fence constructed around the perimeter. Seed and mulch stockpiled material as soon as possible to prevent soil erosion and sedimentation off site. Locate stockpiles on the uphill side Of the disturbed areas, If possible. During windy conditions, stockpiled material shall be covered or watered appropriately to prevent wind erosion. E. Slopes greater than 1:3 shall have erosion control netting installed to stabilize the slope and reduce the erosion potential. Install netting over mulched slopes so that all parts are In contract with the soil and mulch. Pin netting with wire staples 3' o.c. to ensure full bonding with soil surface. F. Control dust through the application of calcium chloride or water. An average application of one pound of calcium chloride par square yard of exposed area should be considered for each treatment. The exact number of applications and amount of dust controller shall be based upon field and weather conditions. It shall be spread in such manner and by such devices that uniform distrlbutlon Is attained over the entire area on which it Is ordered placed. PART 2 - PRODUCTS 2.01 EROSION CONTROL NETTING A. Jute netting shall consist of undyed and unbleached yarn woven Into a uniform open plain weave mesh. 2.02 EROSION CONTROL MATTING A. Where required on the plans or where directed by the Engineer, erosion control blankets (matting) shall be North American Green C125ON for swoles, and SC1508N for slope stabilization, or approved equal, for all areas for permanent installation, and C125 and SC150 where matting is being used as temporary protection of disturbed soils until a final surface stabilization method Is employed. 2.03 FILTER FABRIC A. When filter fabric is required, it shall conform to the requirements of Mirafi SOOX or approved equivalent. 2.04 CALCIUM CHLORIDE A. Calcium chloride shall conform to the requirements of AASHTO M 144. Either regular flake calcium chloride, Type 1 or concentrated flake, pellet or other granular calcium chloride, Type 2, may be used. 2.05 WATER A. All water used shall be clean and free of harmful amounts of oil, salt, acids, alkalies, sugar, organic matter and other substances Injurious to the finished product, plant life or the establishment of vegetation. 2.06 SEDIMENT WATTLES A. Sediment wattles shall be King Fibre Corporation silt trapper sediment wattles or approved equal 2.07 POLYACRUMIDE A. Polya=mide (polymer) logs (blocks) shall be Applied Polymer Systems, Inc. floc log or approved equal. The type of floc log used shall be based upon a site specific testing of the native soils. 2.08 STONE CHECK DAMS A. Stone check dams should be constructed of 2 to 3 Inch stone. Hand or mechanical placement will be necessary to achieve complete coverage of the ditch or swats and to ensure that the center of the dam is lower than the edges. The maximum contributing drainage area from any one check dam shall not exceed two acres. See the detail drawing located at the back of this section for the proper Installation of stone check dams. PART 3 - EXECUTION 3.01 HAY BALE CHECK DAM AND INLET PROTECTION A. Hay bales shall not be used to construct check dams or as a means of Inlet protection. 3.02 SILT FENCES A. The silt fences shall be constructed in accordance with the construction detail. The fence shall generally be placed 10 feet from the toe of the slope or as shown on the plans. The ends of the fence shall be placed uphill to form a horseshoe shape to trap all runoff. B. The silt fences shall be inspected periodically far damage or build-up of sediments. All damaged fences shall be repaired or replaced. Sediment deposits shall be removed from the fence as they build up and be placed in an area where there is no danger of further erosion. 3.03 EROSION MATTING A. Erosion matting shall be placed on all grass -lined ditches with profile grades exceeding 5.0% and all other areas called out on the plans, and shall be placed and maintained In accordance with the Vermont Agency of Transportation Standard Specificotions Sections 654 and 755.07. 3.04 RESTORATION A. As soon as construction is completed in a given area, it shall be topsoiled, seeded, fertilized and mulched as specified in Section 02936 - Permanent Seeding. 3.05 STABILIZED ROAD ENTRANCE A. A stabilized pad of crushed stone located at any point where traffic will be entering or leaving the construction site to or from a public right-of-way or street or as shown on the drawings shall be constructed for the purpose of preventing the tracking of sediment onto public rights -of -way. B. Design Criteria: 1. Use 1.5 to 2.5 Inch stone. 2. Use 8 Inch layer of stone. 3. Stone pad shall be full width of entrance. 4. Minimum lengthshall be 50 feet. 3.06 GRASS -LINED DITCHES A. All ditches that are not stone-Iined shall be topeolled, seeded, fertilized and mulched. Any area which shows signs of erosion shall be reseeded Immediately and maintained until permanent vegetation is established. 3.07 MAINTENANCE A. All erosion control measures shall be Inspected daily and repaired and/or replaced as needed. B. All erosion control measures shall be inspected after periods of heavy rain. C. The stabilized road entrance shot) be top dressed with additional stone should the existing stone become clogged with sediment. D. Hay or straw mulch is subject to wind action. Mulch may require anchoring as the weather conditions warrant. 3.08 STONE CHECK DAMS A. The drainage area of the ditch or swats being protected should not exceed 10 acres. S. The drainage area to any check dam shell not exceed 2 acres. C. The maximum height of the check dam should be 2 feet. The center of the check dam must be at least 6 Inches lower than the outer edge.. The maximum spacing between the dams should be such that the toe of the upstream dam is at the some elevation as the top of the downstream dam. D. Check dams should be Installed before runoff Is directed to the swats or drainage ditch. 3.09 DEWATERING METHODS A. All dewatering methods associated with this project ore to be approved by the VT DEC and the engineer prior to use. END OF SECTION 02150 SECTION 02936 - PERMANENT SEEDING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Furnishing all labor, materials, and equipment to complete all seeding work as shown on the drawings and specified herein. 2. Except where otherwise shown or specified, the Contractor shall seed all areas where new contours are shown on the drawings and all areas where existing ground cover hoe been disturbed by the Contractor's operations. B. All work and materials of this Section shall conform to the applicable requirements of the VAOT Standard Specifications, Division 600. 1.02 SUBMITTALS A. Provide the following for approval prior to delivery to the site: 1. Supplier's Certificate of Compliance attesting that lime, fertilizer and seed meet the requirements specified. 2. The Contractor shall provide representative topsoil samples for testing and approval, deliver samples to a public extension service agency testing laboratory, have testing report sent directly to the Landscape Architect and pay all costs. Testing shall report on mechanical and chemical (pH soluble salts) analysis. Report shall be submitted at least one month before any looming is to be done. 1.03 SEEDING SEASONS A. Seeding and initial fertilizing shall be done between April 1 and June 1, between August 15 and October 15, or as permitted. Seeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. If seeding is done during July or August, additional mulch material may be required by the Engineer. PART 2 - PRODUCTS 2.01 LIME A. Lime shall be standard, ground dolomite limestone, agricultural grade, containing a minimum of 95% of calcium and maggneslum carbonates. 100% shall pass the 10 mesh sieve: minimum 90% shall pass the 20 mesh sieve; minimum 40% shall pose the 100 mesh slave. 2.02 FERTILIZER A. Fertilizer shall be commercial grade granular fertilizer as required for soil conditions a$ specified In Section 643 of the VAOT Standard Specifications. The fertilizer shall be delivered to the project in now, clean, sealed containers which bear a label fully describing the contents, the chemical analysis of each nutrient, the fertilizer grade, the net bulk, the brand and the name and address of the manufacturer. The fertilizer and labels shall conform to all existing State and Federal regulotlons, and shall meet the standards of the Association of Official Agricultural Chemists. 2.03 GRASS SEED A. Provide fresh, clean, now -crop seed of the grass species, proportions and minimum percentages of purity, germination and maximum percentage of weed seed as follows: 1. Park seed shall normally be used on loam areas. This seed mixture shall conform to the following table: Minimum Minimum Kind of Sad Purity. Germination Lira/Acre Creeping Red Fescue 96% 85% 40 Perennial Ryegross 98% 90% 50 Kentucky Bluegrass 97% 85% 25 Redtop 959 80% 5 TOTAL a 120 2. Slope seed shall normally be used for all slope work, usually 3:1 or steeper and shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination hs/Acre Creeping Red Fescue 96% 85% 35 Perennial Ryegross 98% 90% 30 Redtop 95% 80% 5 Alalke Clover 97% 90% 5 Birdsfoot Trefoil 98% 80% 5 TOTAL - 80 3. Shade seed shall normally be used in shaded areas in or along the edge of wooded areas. This seed mixture shall conform to the following table: Minimum Minimum Kind ofKindo{��purlt�w��eti��a/Acre/Acre Creeping Red Fescue 95% 80% 30 Tall Fescue 96% 80% 20 Crownvetch 95% 80% 30 TOTAL - 80 B. The seed mixture shall be delivered in new, clean, sealed containers. Labels and contents shall conform to ail State and Federal regulations. Seed shall be subject to the testing provisions of the Association of Official Seed Analysts. C. Seed that has become wet, moldy, or otherwise damaged will be rejected. 2.04 MULCH A. Mulch must be Installed on all seeded areas. The following mulches are acceptable for use. 1. Hoy mulch free of weeds and coarse matter at a rate of 90 pounds per 1,000 square feet. 2. Wood fiber applied in a slurry (1/6" or longer) at a rate of 40 pounds per 1,000 square feet. 2.05 WATER A. All water used shall be obtained from fresh water sources and shall be free from Injurious chemical and other toxic substances harmful to plant life. No water which Is brackish will be permitted at any time. The Contractor shall Identify to the Engineer all sources of water at least two weeks prior to use. The Engineer, at his discretion, may take samples of the water at the source or from the tank at any time and have a laboratory test the samples for chemical and saline content. The Contractor shall not use any water from any source which is disapproved by the Engineer following such tests. PART 3 - EXECUTION 3.01 PREPARATION A. Examine finish surfaces and grades. Do not start seeding work until unsatisfactory conditions are corrected. Perform seeding work only after planting and other work affecting ground surface has bean completed. B. Notify Landscape Architect at least sewn (7) working days prior to starting C. Prepare areas Immediately prior to seeding as follows: 1. Loosen soil of seed areas to a minimum depth of 4". 2. Remove stones over i" in any diameter and sticks, roots, rubbish and extra matter. 3. Remove existing weeds and grasses by pulling or tilling under. 4. Grade areas to be seeded to a smooth, free draining even surface with a h moderately coarse texture. 5. Remove ridges and fill depressions as required to drain. 6. Restore prepared areas If eroded or disturbed prior to seeding. 3.02 SEEDING CONDITIONS A. Seeding shall not be done when the ground is frozen, snow covered, muddy, other unsatisfactory condition for planting. No seeding operations shall be conch under adverse weather conditions or when sell moisture conditions ore unfavorobl or too dry) or when winds exceed 5 MPH. B. Construction methods shall be those established as agronomically acceptable feasible. The Contractor shall keep oil equipment and vehicular and pedestrian t areas that have been seeded to prevent excessive compaction and damage to yh plants. Where such compaction has occurred, the Contractor shall rework the at a suitable seed bed; then reseed and mulch such areas with the full amounts o specified materials, at no extra expense to the Owner. C. Surface and seepage water should be drained or diverted from the site to pi drowning or winter killing of the plants. D. All areas and parts of areas which fall to show a uniform stand of grass fo reason whatsoever shall be reseeded, and such areas and parts of areas shall bi repeatedly until all create are covered with a satisfactory growth of grass. E. Watering is considered a necessary element for establishment and survival. F. Where ryegross has been planted for temporary erosion control and has not eliminated prior to the completion of the work, such areas shall be dlsced at to, Inches deep and seeded to permanent grasses to prevent the ryagrose from reap becoming competitive with and retarding development of the permanent cover. 3.02 SEEDING A. Lime and fertilizer should be applied prior to or at the time of seeding and Incorporated Into the soil. Kinds and amounts of lime and fertilizer should be b evaluation of soil tests. When a soil test is not available, the following minimun should be applied: Agricultural limestone, 2 two per acre or 100 lbs. per 1,000 square feet. Nitrogen (N), 50 Ito. per acre or 1.1 lbs. par 1,000 square feet. Phosphate (P205), 100 Ibs. par acre or 2.2 Its. per 1,000 square feet. Potash (K20), 100 be. per acre or 2.2 Ibs. per 1,000 square feet. (Note: This Is the equivalent of 500 be. per acre of 10-20-20 fertilizer or per acre 5-10-10). B. Seed should be spread uniformly by the method most appropriate for the ai Methods Include broadcasting and hydroseading as follows: 1. Broadcasting: Sow seed using mechanical spreader at a rate of 4 Ibs./1,0 feet. Distribute seed evenly over entire area by sowing equal quantity In tow dir right angles to each other. Rake seed lightly into top 1/6" of topsoil, roll lightl water with a fine spray. 2. Hydroseeding: Mix specified seed, fertilize and pulverize mulch in water, us equipment specifically designed for hydroseed application. Continue mixing until blended into homogenous slurry suitable for hydraulic application. Apply slurry u all areas to be seeded. Rate of application as required to obtain specified seed rate. 3.03 MULCHING A. Mulch materials shall be spread uniformly by hand or machine at a rate of bales per 1,000 square feet. B. Organic Mulch Anchoring - Straw or hay mulch must be anchored immediat, spreading to prevent wind blowing. 3.04 MAINTENANCE A. The maintenance period shall begin immediately after seeding and shall cant acceptance. B. All mulches must be Inspected periodically, In particular after rainstorms, to rill erosion. Where erosion is observed, additional mulch shall be applied. Net s Inspected after rainstorms for dislocation or failure. If washouts or breakage at reinstall net as necessary after repairing damage to the slope. Inspections shot place until grasses are firmly established. Grasses shall not be considered eslal a ground cover is achieved which is mature enough to control soil erosion and I severe weather conditions. Where mulch is used In conjunction with ornamental Inspect periodically throughout the year to determine if mulch Is maintaining co, the soil surface; repair as needed. C. Seeding areas shall be protected and maintained by watering, reseeding, me weeding, rolling, Insect or disease control measures, re -fertilizing and repair of which are necessary. D. The Contractor shall maintain all seeded areas until full vegetation to establl E. All seeded areas shall be kept free from weeds and debris, such as stones, bating wire, and all slopes 4:1 or lees (flatter) and level turf shall be mowed In following manner. 1. When grass reaches a height of 4-6", mow to a height of 3". 2. At least two cuttings shall be made prior to final acceptance. F. Following mowing, all permanent seeding grass areas (mowed and unmowed) receive a uniform application of slow release fertilizer hydraulically placed at the pounds par 100 square feet. 3.05 ACCEPTANCE A. Inspection to determine acceptance of seeded areas will be made by the La Architect, upon Contractor's written request. 1. Provide notification at least ten (10) working days before requested inspect B. Seeded areas wilt be acceptable provided all Installation and maintenance rep have been complied with and a healthy uniform lawn is established. C. Upon acceptance, the Owner will assume maintenance. 3.06 WARRANTY A. All seeded areas will be warranted for a period of twelve months from date acceptance. Should any seeded areas fail to maintain full vegetation, failed are refurbished until this specification is achieved at the cost of the Contractor. END OF SECTION 02936 SITE ENGINEER: seeding. r' 1 ieous ose, CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX485 ShELBURNE, VT OSM eat-99a19S.9 FAY ¢OgiB6Plrf vein: eww.cas N.oam CDPYRIDNT ¢OD¢ - Ail. elDNra RBaegVeD or in any DgnwN ACL cted I (too wet CNRDRaO DSM and APPgaV.D offic off SM D ung 11 to make OWNER: the event SUMMER ICE any JOINT VENTURE seeded t 3 GREENFIELD .ding and CAPITAL, LLC PROJECT: ised an an amounts LOGIC SUPPLY INC. LOT 10 ,000 lea. MEADOWLAND BUSINESS PARK SOUTH BURLINGTON e• VERMONT )0 square Rations at e and nformly iiformly to $owing we 50 lb. ly after nue until check for ,aal¢D� E / ^ur, Id to e fished until o survive plantings, ©tic �^ u Y shag. of dreg, } sq j3UTU lot f as110Ut9 of So. uE ihed. cables, the DST. cR.Cxam RIVte10N shall __ _- -...-. _. - __ __ rate of 10 EPSC idscope SPECIFICATIONS an date. luirements DATE AUG., 2006 DI MW 1 of Owner's is will be scat NONE C-5 5 I- - 06192 I 1 POSTS 1. SET POSTS AND 2. STAPLE THE WARE EXCAVATE A 4"X8' MESH FENCING TO ANGLE 10' TRENCH, SET POST N1RE POSTS. (WHEN USING UPSLOPE FOR DOWNSLOPE. FENCING MESH FENCING) STABILITY AND SELF CLEANING OW 12' MIN. 6' 3. ATTACH FILTER FABRIC 4. STAPLE THE WIRE TO THE WIRE FENCING MESH FENCING TO FILTER ANO EXTEND IT TO END POSTS. (WHEN FABRIC THE TRENCH. COMPAC USING MESH FENCING) BACKFILL SILT FENCE CONSTRUCTION DETAIL N.T.S. 6- x 6' 14.5 GA. WIRE MESH 30' HIGH AND BURIED 6" BELOW GRADE. HOOKED TO STEEL STAKES ME (WIRE SH CAN BE ELIMINATED FOR FENCE 24' OR LOWER) FILTER FABRIC CUPPED OR POST WIRED TO MESH, TO BE MIRAFI 100NS OR APPROVED EQUAL j �- •. • FENCE HEIGHT 24' 30' 24" MIN 1 t, • • SPACING METAL POST Id 10' d x 4 WOOD 10' 10' 24• J FILTER FABRIC TO BE CUPPED. BACKFILLED AND TAMPED 8' BELOW GRADE STEEL OR WOOD STAKES SEE CHART AT RIGHT 1. INSTALL SILT FENCES AT TOES OF UNPROTECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE. CURVE THE MOS OF NE FENCE UP INTO THE SLOPE. KNOW SEDIMENT WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE. CONTRACTOR SHALL INSTALL SILT FENCES AT THE TOE OF ALL FILLED ON UNPROTECTED SLOPES CREATED DARING CONSTRUCTION, xOr NECESSARILY ERECIED RON THE M AL PLANS SIT FENCES ARE TO BE MAMTNNED UNDL ROPES ARE STA ILIZED. 2, WOVEN YORE FENCE TU BE FASTENED SECURELY TO POSTS MTH MILE TIES OR STAPLES. 3, FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN MRE FENCE MN TES SPACED EVERY 24" AT TOP, WD SECTION, AND BOTTOM. 4. MIEN Two SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVEHUPPED BY 6'. FOLDED ARD STARED. SILT FENCE DETAIL N.T.S. Incorrect - Do Not layout "perimeter Correct - Instoll J-hooks control' silt fences along property lines. All sediment laden runoff will concentrate and overwhelm the system. Discreet segments of silt fence, installed with J-hooks or 'smiles' will be much more effective. SILT FENCE PLACEMENT FOR PERIMETER CONTROL N.T.S. OVERLAP 6' (150mm) MIN/MUM EXCAVATE CHANNEL \ TI DES/GN GRADE ` AND CROSS SEC70N R/„�o,. DESIGN DEPTH , CHANNEL 2) 70 AL ANCHOR 'r�u ,: r,�T:��. F d./, /GAL /NSTALLAT/ONdWr,i',?''�" 4��EROS/ONCON7ROLBLANKETS ORREINFORCEMENT MATS\ INTERILITTENT CHECK BLOT LONGITUDINAL ANCHOR TRENCH SHINGLE -LAP SPLICED ENDS OR BEGIN NEW ROLL IN AN INTERMITTENT CHECK SCOT � � O PREPARE SOIL AND APPLY �+ SEED BEFORE INSTALLING BLANKETS, MATS OR OTHER TEMPORARY CHANNEL LINER +++ +++ SYSTEM + + 4 + + y w + + ++++ ++ H* ++ NOTES: 1. DESIGN VELOCITIES EXCEEDING 2 FT/SEC (0.5m/sec) REOU/RE TEMPORARY BLANKETS, MATS OR SIMILAR LINERS 70 PROTECT SEED AND SOIL UNTIL VEGETATION BECOMES ESMRUSHED. 2. GR0.SS-LINED CHANNELS W/TH DESIGN VELOCITIES EXCEEDING 6 FT/SEC (1m/sec) SHOULD INCLUDE 7URF REINFORCEMENT AM75, GRASS —LINED CHANNEL TYPICAL INSTALLATION N.T.S. SILT FENCE DETAIL N.T.S. FILTER FABRIC D-50 DOWNSTREAM FLOWUNE SLOPE OF STRUCTURE OF ROCK 0.35 0.30 0.25 0.20 0.15 0.10 (MM) MAXIMUMTBATER2DEP11i�50VER ROCKROCK M. 1S0 JO 36 _41 50 86 1DO NOTE: MAXIMUM CONTRIBUTING DRAINAGE AREA PER CHECK DAM - 2 ACRES ENO POINTS 'A' MUST BE HIGHER a35 m/m ON FLATTER THAN THE FLOW LINE POINT 'B' FLOW LINE SLOPE TSmm (J Y.) MIN. COURSE ROCK A A RE yy eam - B _ �.' (2 fl. MAxIMUM) YNIMUM OEPTH W CWNSE To 45c1n ROCK PLACED M CHANNEL (0.5 TO 1.5 R.) ROW UNE IS 15w (0.5 NJ DIFFERENCE (4 K SET M 1FRENCH (4 N. YMINIMUM)) tRFNCN 1x V" IIIOIIT WW PLACE DOOMSiREAM STRUCTURE SUCH MAT POINT 'B' IS APPAOXMIATELY LEVEL MTH ME LOWEST GROUND ELEVATION OF THE UPSTREAM STRUCTURE EXISTING GROUND _ __-_-_--- (_ � 1 1 1 ' EROSION CONTROL MATTING IN TOPSOIL DITCHES ./PROFILE GRADES E%CEEOINC SA STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS LINED DITCH N.T.S. CENTER BAGS OF SECOND LAYER OVER JOINTS BETWEEN BAGS OF FIRST LAYER SANDBAGS FILLED WITH -/ PLAN Y2" TO i STONE GRAVEL -FILLED SANDBAGS, PACKED TIGHTLY TOGETHER MIN. 12" ABOVE GRADE ^ CD_ GROUND PAVEMENT SURFACE CROSS—SECTION CATCH BASIN INLET PROTECTION N.T.S. STONE CHECK DAM STRUCTURE N.T.S. MINIMUM 1"0 ROCK — PLACED AROUND AND TO THE TOP OF. CONCRETE BLOCKS PLAN PLACE FILTER FABRIIC BETWEEN INLET GRATE AND FRAME CONCRETE BLOCKS PLACED AROUND CATCH BASIN WIRE SCREEN w/ 0.5" OPENING PLACED AR CONCRETE B5 01W CONCRETE BLOCKS STACKED i OR 2 LAYERS HIGH PLACED AROUND CATCH BASIN MINIMUM 1"0 ROCK I C' ate; 1L WARE SCREEN w/ 0.5" OPENINGS 7 PLACED AROUND AND + PLACED AROUND TO THE TOP OF CONCRETE BLOCKS CONCRETE BLOCKS r , GROUND CROSS—SECTION AN ACCEPTABLE OPTION IS TO CREATE A 2' DEEP x 4' WIDE BASIN BELOW THE INVERT CATCH BASIN OF THE CATCH BASIN INLET PROTECTION (WITH CONC. BLOCKS) N.T.S. SITE ENGINEER: ' CIVIL ENGINEERING ASSOCIATES. INC, P.O. BOX 485 SHELBURNE, VT 0542 802-066-2820 FAN: 8024RO.2271 web: www.cesvTc�m OPYRTGIIT GNt9 R688RKD _ DRAWN ACL L.BcxeD DSM APPROVED DSM OWNER: SUMMER ICE JOINT VENTURE GREENFIELD CAPITAL, LLC PRONE LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT { SOP SO�1�1C,�tOC� DATE CBECEED RBWIBION EPSC DETAILS DATE DRAWING NUMBER AUG., 2006 SCALE AS SHOWN Cj-5.6 06192 RUNOFF RUNOFF OF SIDEWALK GRAVEL FILLED SANDBAGS STACKED TIGHTLY DAERSION RIDGE R£OUIRED WHERE GRAVE EXCEEDS 2X 2N OR GREATER CATCH BASIN ro CURB CURB INLET R[340WAY &1CK OF CURB nl.rFR FABRIC SECTION A — A PLAN VIEW NOTES.' 1. PLACE CURB TYPE SEDIMENT 94RRIERS ON CEN7LY SLOPING STREET SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO S£PARArE FROM RUNOFF. 2. SANDBAGS OF E77NER BURLAP OR WOVEN GEOIEXTL£' FABRIC, ARE FLLED W/rH GRAVEL, LAYERED AND PACKED 77GH71Y. J LEAVE A ONE SAN0540 64P IN 7HE rOP ROW TO PROWDE A SPILLWAY FOR OVERFLOW. 4. INSPECT 84RRIERS AND REMOVE S£01MENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM 7HE 7R4VEL£D WAY IMM01Ar£L Y. CURB & GUTTER SEDIMENT BARRIER N.T.S. COIR SIOLOGS W000 STAKE o<p� . STAKE TO BE PLACE AT TOE OF SLOPE, BOTH SIDES STRAW BALES, SAA10540$ SPILLWAY USE lW.S, STRAW B4LES OR C01,177N000S BERM OF OR OTHER APPROVED METHODS EOUIVALENr HEIGHT 10 CHANNELIIE RUNOFF TO ` �IIV AS R£OUIRED. SUPPLY WATER TO WASH ! WHEELS IF NECESSARY � I 1 I y I ti0 ffm FWW A A 2' (50-75mm)`) M I N COURSE AGCREG4PE ) MIN. 6" (150—) 7H K o 0 3.6 m .�g• o Oa DIVERSION RIDGE 50' (15m) MIN. PLAN N07ES, 1. THE ENTRANCE SHALL BE MAINTAINED IN A CON01710N THAT WZL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. 7HIS MAY REOUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO 7RAP SEDIMENT. 2 WHEN NECESSARY, WNE£LS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBUC RIGHT-OF-WAY. TEMPORARY J WHEN WASHING IS REOVIRE°, O SHALL BE GRAVEL DONE ON BAWITH SHEDsETNArrRA S IN70 AN APPROVED I CONSTRUCTION SEDIMENT TRAP OR SEDIMENT 545/N, l ENTRANCE/EXIT TEMPORARY GRAVEL 3 CONSTRUCTION ENTRANCE/EXIT C-6.0 N.T.S. COIR BIOLOGS WOOD STAKE WOOD STAKE TO ONLY PENETRATE NETTING, NOT COIR MATERIAL FLOW _ / BOTTOM COIR BIOLOG DETAILS N.T.S. 24" MINIMUM I MATS LANKETS 5HOUL0 BE NSTALLED IER77CALZY DOWNSLOPE. ISOMETRIC VIEW \T TYPICAL SLOPE SOIL STABILIZATION N07E5• 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLOOS S77CKS AND GRASS MATS/ BLANKETS SHALL HAVE GOOD SOIL C0117ACr. 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS J LAY BLANKETS L005ELY AND STAKE OR STAPLE rO MAINTAIN DIRECT CONTACT WITH THE 5011. DO NOT STRETCH CULVERT EROSION BLANKETS & TURF REINFORCEMENT MATS SLOPE INSTALLATION N.T.S. STABILIZATION FAI MIRAFI 50OX OR APPROVED EQUAL A--i 5' 1 2' 1 4' 4 TEMPORARY SEEDING do MULCH OR NETTING SILT FENCE OR HAY BALES INSTALLED ON DOWNGRADIENT SIDE TEMPORARY STOCKPILE DETAIL N.T.S. EXISTING -(MIN) SEE GRADING SEE ltk TO BE USED PRIMARI Y WHERE SLOPE EXCEE S STONE FILL STABILIZATION TYPE 1'-0" THICK MIN. FABRIC STONE LINED DITCH N.T.S. • I .bY;�t+:. • Imo. �• .t��7;� //V.W1.TYPE 11 STONE THICKNESS) THICKNESS) 6" BANK RUN GRAVEL A —A PLUNGE POOL DETAIL SITE ENGINEER: f' :� CIVIL ENGIMEERING ASSOCIATES. IHC, P.O. BOX 495 SHELBURNE, VT 05482 RR W5-TRT3 FAX. ROT-B n1/ u b: x5vv.cae-.2.onn cOPYNCXT 2000 - AW RIGRT9 RBBBRVBD DRASN ACL CNBCEED DSM APPROVRD DSM OWNER: SUMMER ICE JOINT VENTURE GREENFIELD CAPITAL, LLC PROJECT: LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT RBVIBION EPSC DETAILS DATE DRAl11NC NUMBER AUG., 2006 RCAEE AS SHOWN Cj-5.7 PROD. NO. 06192 MATCH DITCH CULVERT & END SECTION SECTION �N• A k. I, A -A TYPE II STONE FILL i 5� A TYPE II STONE d FILL (1'-0" MIN. THICKNESS) CULVERT END SECTION A STABILIZATION FABRIC CONTINUE STONE MIRAFI 50OX OR FILL IF REQUIRED APPROVED EQUAL END SECTION DETAIL N.T.S. EXISTING GROUND 1 ��\'\\\`." 1��EROSION CONTROL MATTING IN TOPSOIL DITCHES w/PROFILE GRADES EXCEEDING 5%. STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS LINED DIT_CH_. N.T.S. CRATE COVER SET FRAME ON 1 w/4 FLANGED FRAME FULL MORTAR BED (TYP.) FINISH FLOOR ADJUST TO GRADE WITH PRECAST RISER SECTIONS 12" MAX. WATERTIGHT JOINT USING i" MIN. WIDTH FLEXIBLE GASKET 1/4°0 WEEP HOLE (SEAL EXTERIOR JOINTS AND LIFT HOLES w/NON SHRINK GROUT) SNOUT PRECAST CONCE I w/MONOLITHIC BASE HOPE SIDEWALK WIDTH AS SHOWN ON PLANS 5" CONCRETE SIDEWALK 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6• - 8" GRAVEL SUBBASE. 6•• UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL NOTES: 1. EXPANSION JOINTS SHALL BE PLACED AT THE FACE OF THE BUILDING AND ALONG THE EDGE OF THE CURB, 2. THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL SIDEWALK DETAIL N.T.S. 3 1/4" BITUMINOUS CONCRETE PAVEMENT: 1 i/4" TYPE IV FINISH COURSE 2" TYPE it BASE COURSE 12' BANK RUN GRAVEL AOT. SPE 704 04 COMPACT D UBGRADE— STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL TYPICAL PARKING LOT SECTION N, T. S. 4 1/4" BITUMINOUS CONCRETE PAVEMENT: 1 1/4" TYPE IV FINISH COURSE 3" TYPE II BASE COURSE 12' BANK RUN GRAVEL A0T SPEC. 70404 FRAME & COVER PE C OR EOUAL --COMPACTED�COMPACTED SUBGRADE—` 'O MEET FINISH GRADE. 5t STABILIZATION FABRIC MIRAFI _OOR SLAB 50OX OR APPROVED EQUAL NEMA 4 JUNCTION 3^ SGH 40 PVC BOX TO CATCH BASIN LI ALARM SHOULD BE MOUNTED. AUDIO Sl & VISUAL ALARMS SHALL BE PROVIDED POLYPROPYLENE MANHOLE --�'�•. STEPS ® 8" O.C. CHECK VALVE ALARM FLOAT / 12SET PUMPING CYCLE AT 100 GALLONS 12' EXPLOSION PROOF PUMP HYDROMATIC SK60 OR APPROVED EQUAL B" MIN.-U—ED STOuP R. PRECAST MANHOLE STRUCTURES SHALL CONFORM TO ASTM SPEC. C478 (LATEST EDITION). OIL/GRIT INTERCEPTOR MH W/ DISCHARGE PUMP LOADING DOCK STORMWATER MANAGEMENT DETAIL N.T.S. TYPICAL ROADWAY SECTION (FOR AREAS WHERE TRUCK MOVEMENTS OCCURS) N.T.S. The "SNOUT" 611•DaM1s StDp for S1DImwDtrr CRMh BaWiw QtlaDup yqurl ,mrAAms.hb¢ha�bae A nD.agrhmi 4eWee peeveMeeonlem nenlx Irab - bbliytlrpwntlgrYp h Pm AH hhe It dt h b bl Yarer PnY 1YPP Prptl a D 1 M.®Pa, Dasw 1 a g.vmrecnrm.am P I deb/a y re PlPe sr I 1 hbr¢we....tl lh,wghaW NaD¢e¢ouibl cgwrinr amrp eYY6 vlormmatrr cAkRb&Nn 51-9 YAI II0-19.Ow. CDrPP. '. an.WepoD TOP COURSE BITUMINOUS CONCRETE PAVEMENT CONCRETE OR BRICK PAVERS 1/2" R. 6» (SEE ARCH. PLANS) BASE COURSE BITUMINOUS CONCRETE PAVEMENT 7" e 5" O°O°00000Oo0 o`o o r .. - ..; - 0 0,.0„0,.0.,0„0„• < tg• 000000000000 >000000°o 5" °000 ow �o°<CRUSHED GRAVEL BASE�o 0 o°o°o°o \ 1)�n�n_OO pi000 ODOo °o°o BANK RUN GRAVEL -`SUB-BASE MATERIAL 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS, 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING 70 AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP, CURB w/SIDEWALK DETAIL N.T.S. TOP COURSE BITUMINOUS CONCRETE PAVEMENT BASE COURSE BITUMINOUS -1 I CONCRETE PAVEMENT / 7^ \ °OCOO�Op a 1o°<CRUSHED GRAVEL BASE' /i BANK RUN GRAVEL � 9• •r SUB -BASE MATERIAL y 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). CURB DETAIL N.T.S. TOP OF CURB (SEE PLAN FOR TYPE OF CURB) END TRANSITION SLOPE BEGIN TRANSITION FACE OF SLOPE CURB 7^� \__� FINISHED GRADE OF ROAD PAVEMENT TRANSITION CURB N.T.S. STABILIZATION FA MIRAFI 50OX OR APPROVED EQUAL *SEE f INVEfi. _.._....._.. .,...,. ,..,.�� EQUAL F FOR UN ERDRAIN 1 SLOPE ALL PIPE TO DRAIN ® 1% MIN, TYPICAL UNDERDRAIN SECTION N.T.S. SITE ENGINEER: ke CIVIL ENGINEERING ASSOCIATES, INC, P.O. BOX485 SHELBURNE, VT 06482 M-pBlY= FAX: B02-P8&2271 .b. Wivw.PAAkPPm ODP—. 0 — - ALL NDDPB R63ERVBD DRA" ACL CHNUD DSM "PROUD DSM OWNER: SUMMER ICE JOINT VENTURE GREENFIELD CAPITAL, LLC PROJECT: LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT WI RRVISIDN DATF DOI- PUMBER AUG., 2006 SCALE AS SHOWN C-6.0 PROI. [ 06192 TOPSOIL, RAKE; SEED & MULCH rc 0000 oe0000000c0000 oo�o oo. o onTA VED BACKFILL gUGHLY COMPACTED iLIFTS RIGID INSULATION bE INSTALLED WHEREVER UM COVER CANNOT AINTAINED & ALSO 0 OVED BY THE ENGINEER NOTES: 1. Typical trench for water, sewer, and drainage pipe. 2. Compaction of bockflll and bedding shall be a minimum of 90% (95% under roadway surfaces) of maximum dry density determined In the standard proctor test (ASTM D698). 3. Bedding material shall not be placed on frozen WATER subgrade. SEWER 4. Approved bockflll shall not contain onK stones more than 6" in largest dimension, 2 maximum MINIMU dlometer within 2' of the outside of the pipe, 8ETWEI or any frozen, or organic material. 5. Trenches sholl be completely dewatered prior to placing of pipe bedding material and kept WATER dewatered during Installation of pipe and bockflll. SEWER 6. The sides of trenches 4' or more In depth entered THOROUGHLY COMPACTED by personnel shall be sheeted or eloped to the BEDDING MATERIAL angle of repose as defined by O.S.H.A. standards. 7. Bedding material for wastewater lines shall consist of crushed stone or gravel with maximum size of 3/4". UNDISTURBED SOIL OR ROCK For water lines bedding material shall be sand. Submit a sample to the Engineer for approval. TYPICAL TRENCH DETAIL N.T.S. BURIED GATE VALVE MINIMUM ONE FULL (MTH CONCRETE LENGTH OF PIPE SUPPORT VALVE �•- & ANCHOR PLUG UNDISTURBED SOIL VALVE/DEAD END N-- NOTE: PLACE 3 MIL (MIN.) POLYETHYLENE SHEET BETWEEN ALL CONCRETE THRUST BLOCKS AND PIPE AND/OR FITTINGS TO PREVENT BOND. UNDISTURBED SOIL N.T BEARING AREA 1EREDUCEREFFECTIVE ., Tu. MINIMUM AREA OF BEARING SURFACE OF CONIC, THRUST BLOCKS ON SOUARr Parn 3"1 4" 1 6" 1 8" 12" SOIL CONDITION SAFE BEARING LOAD pS,. END Til• BO' Fle. 4S 01, 225' CUL 0 • sa EL6. 48 ELB, 225' MO. • e0' ELe 45' MO. 225' EUK • so' B.S.EUS. 45' 20' all. • -1 s0' 45' EUe 226' EU. 0,5 0.5 0.5 0.5 0.5 1.0 0.5 0.5 1.0 1.5 1.0 0.5 2.0 2.5 1.5 1.0 4.0 5.5 3.0 1.5 SOUND SHALE 10,000 1.0 I'D 1.0 0.5 1.5 2.0 1.0 0.5 3.0 4.ISO 3,5 2.010. 14. 7.S 2.0 4,000 1.0 1.5 I.0 0.5 2.0 2.5 1.S 1.0 3.5 5. 5.0 2.5 /3.O1B.S 10.a 5.0 3,000 1 5 2.5 1.5 1.0 2,5 3.5 2.0 1.0 5.5 T MI.. 7.0 3.5 20. 27.515.0 B.0 2.000 O 4.5 2.5 1.5 5.0 7.0 4.0 2.0 10. 15.14, 1.0 B. 5.030.015.0 SOUND SHALE 1.000 MAXIMUM WATER PRESSURE - 300 PSI NOTE: REDUCER BEARING AREA - 45' BEND OF URGER PIPE THRUST BLOCK DETAILS N.T.S. CAST IRON VALVE BOX TOP SECTION w/COVE SEWER"R MARKED THREADED SDR 35 PLUG w/ COUNTER SUNK SCREW CLEANOUT BOX INDEPENDENT OF PIPE 'K CLEANOUT TO BE INSTALLED UPSTREAM OF BEND(S) IN BUILDING SEWER(S) WHEN 4" SDR 35 PVC CHANGE IN PIPE DIRECTION EXCEEDS 45' WYE 45' (USE LONG SWEEP FITTINGS WHEN EXCEEDING 45') FLOW 4" SDR 35 PVC I CONCRETE CRADLE w/ 3 MIL POLYETHYLENE PLACED BETWEEN PIPE & CONCRETE TYPICAL CLEANOUT DETAIL N.T.S. NOTES: 1. AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE. 2. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 3. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 18" SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS. 4. WATER MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST 10' HORIZONTAL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. WATER/SEWER CROSSING DETAIL N.T.S. 7.5' Logic Supply, Inc. LO61C SUPPLY GeenfleW Capital Phylon System N Tenant 1 NameDO N Tenant 2 Name f- Visitor Parkhg Delveries -► FINISH GRADE a I I -- I I I I I I I I I I I I I 1 I 1 1 I f 1 I 1 1 I I L J SIGN DETAIL N.T.S. I I I I I I I I I I I I I 1 I I I 1 I 1 I I I I I I LJ NOTES 2. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the some as those within the above referenced CWD Specifications. 3. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance for the �yacem or me Lary oT �oucn au ungjQn, henceforth the "backflow Ordinance." Please contact the South Burlington Water Department for more information on backflow protection devices. SITE ENGINEER: i CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOX 465 SHELBURNE, VT O54B2 e02-0&S2220 FAX e02 W&2271 webxV woIs-N.00m DRARN ACL CHECKED DSM APPROVED DSM OWNER SUMMER ICE JOINT VENTURE GREENFIELD CAPITAL, LLC 4. CWD Specifications state that no water lines PROJECT: shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict LOGIC work before November 15 and after April 1 during adverse weather conditions. SUPPLY 5. Mechanical joint restraints with twist off nuts INC. shall be EBAA or Sigma, or a Department approved equal grip ring. LOT 10 6. No underground utility shall be installed within MEADOWLAND BUSINESS PARK four feet from the water main on either side, SOUTH BURLINGTON from the top of the main to the finish grade, VERMONT with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 7. Separations between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 8. Prior to any building construction, the building O contractor should contact the South Burlington Water Department to discuss City of South Burlington requirements for meter sizing, met settings, and backflow protections. e E{ 9. The South Burlington Water Department ;Iq` be notified prior to backfilling to inspect aI I tS, " fittings, main line taps, appurtenances, Wrj:,- ne crossings, and testing. �,y G rj accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Wo Systems Owned by the Champlain Water District and the City of South Burlington. Details should be modified to the above REVISION UTILITY + SIGN DETAILS DATE D-IN" NUMBER AUG., 2006 SCALE AS SHOWN C-6.1 PRO2, NO, 06192 SECTION 02110 SITE CLEARING PART 1-GENERAL 1.01 SUMMARY A. Section includes: 1. Remove surface debris. 2. Clear site of plant life and grass. 3. Remove trees and shrubs. 4. Remove root system of trees and shrubs. PART 2-PRODUCTS Not used. PART 3 - EXECUTION 3.01 PROTECTION A. Protect utilities that remain from damage. B. Protect trees, plant growth, and features designated to remain as final landscaping. C. Protect bench marks and existing structures from damage or displacement. 0. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site. E. Maintain access to the site at all times, 3.02 CLEARING A. Clear areas required for access to site and execution of Work. B. Remove trees and shrubs within areas as indicated on the Plans. Remove stumps, roots and tap roots and other projections IW' or greater In diameter to 2'-O" below the excavated surfaces In cut areas and 2'-O" below the exposed subgrade In fill areas, 3.03 REMOVAL A. Remove debris, rock, and extracted plant life from site. B. The Contractor shall coordinate Work with the Engineer and Owner In establishing suitable areas within the property limits for depositing debris. rocks and extracted plant life. The Contractor shall be responsible for backfilling (capping) and grading all waste sites, 3.04 UTILITIES A. Coordinate with utility companies and agencies as required. END OF SECTION 02110 SECTION 02010 MAINTENANCE AND PROTECTION OF TRAFFIC PART 1-GENERAL 1.01 DESCRIPTION A. The Contractor shall maintain traffic in the project area to the satisfaction of the Owner and the Engineer. This would typically mean allowable short duration (15-20 minutes) Interruptions and full -day closure for bridge installation If necessary, Access by emergency vehicles must be allowed at any time of the day. The Contractor will be responsible to furnish, Install and relocate channelization barriers as required to protect the traffic, workmen and new work. It shall be the sole responsibility of the Contractor to keep the Local Agencies (including but not limited to Town Highway Department, Police and Fire Departments) pre -warned at least 72 hours In advance of changes in traffic patterns due to reduction of pavement widths or closing of stream. The Contractor shall supply, Install, maintain, adjust, move, relocate, and store all signs, suitably lighted barricades, traffic cones and traffic delineators, as necessary to carry out the traffic routing plan and maintain vehicular and pedestrian traffic. All of this work shall meet the requirements of Local Agencies and the Owner. B. The Contractor shall furnish, light, and maintain such signs as may be directed, or may be necessary for the safe regulation, or convenience of traffic. Said signs will be as specified, they shall be adequate for the regulation, safety and convenience of traffic. The Contractor shall provide, erect, and maintain suitably lighted barricades, warning lights, etc., as needed, or as directed in order to keep people, animals and vehicles from excavations, obstacles, etc, The Contractor may be required to employ traf iicmen and take other such reasonable means or precautions as the Owner may direct, or as may be needed to prevent damage or injury to persons, vehides, or other property, and to minimize the Inconvenience and danger to the public by his construction operabons.c The Contractor shall confine his occupancy of public or traveled ways to the smallest space compatible with the efficient and safe performance of the work contemplated by the contract. C. The Contractor shall observe and obey all local and state laws, ordinances, regulations and permits in relation to the obstruction of streets and highways, keeping passage -ways open and protecting traffic where there may be danger from all construction activities. D. Suitable lighted barriers or barricades shall be fumished by the Contractor and put up and maintained at all times during the night or daytime, around all open ditches, trenches, excavations, or other work potentially dangerous to traffic. Such barricades shall be constructed of 2 inch by 8 inch rough lumber, securely supported and braced at least 3 feet high above the ground. Barricades shall be placed on all sides and throughout the entire length and breadth of all open ditches, trenches, excavations, or other work which must be barred to the general public. Barricades shall be properly painted to the satisfaction of the Owner in order to retain a high degree of visibility to vehicular pedestrian traffic. E. Suitably lighted barricades shall be defined as barricades lit by flashers in accordance with the paragraph or other lighting methods approved by the Owner In lieu thereof. Flashers shall be placed along the entire length of the barricades at an interval no greater than 8 feet, center to center. Flashers shall be power operated, lens directed, enclosed light units which shall provide intermittent light from 70 to 120 flashers per minute, with the period of light emittonce occurring not less than 25 percent of each on -off cycle, regardless of temperature. The emitted light shall be yellow In color and less than 12 square inches. The discernible light shall be bright enough to be conspicuously visible during the hours of darkness at a minimum distance of 800 feet from the unit under one or more directions, the foregoing specifications shall apply 10 degrees or more to the side and 5 degrees or more above and below the photometric axis. F. The Contractor shall furnish and securely fasten flashing units to signs, barricades, and other objects in such numbers and for such lengths of lime as are required for the maintenance and protection of traffic, or as the Engineer may order. The flasher shall be in operation during all hours between sunset and sunrise, and during periods of low visibility. The Contractor shall maintain, relocate and operate barricades and flashers throughout the life of the contract. Should the Contractor or his employees neglect to set out and maintain barricades or lights, as required in these specifications, the Owner Immediately, and without notice, may furnish, install and maintain barricade s or Ilghts. The cost from any amount due or to become due to the Contractor under this contract. G. If the Contractor's operations or occupancy of any public street or highway, or the uneven surfaces over any trenches being maintained by the Contractor shall Interfere with the removal or sanding of snow or Ice by the public authorities or adjoining land owners, in an ordinary manner with regular highway equipment, the Contractor shall be required to perform such service for the public authorities or adjoining owners without charge. 'If the Contractor falls to do so, he shall reimburse the said authorities or adjoining owners for any additional coat to them for doing such work occasioned by conditions arising from the Contractor's operations, occupancy, or trench surfaces, together with any damage to the equipment of said parties by those conditions, or claims of any parties for damage or Injury or lose by mason of failure to remove snow or ice or to sand Icy spots under these cond0iona.may be H. The Contractor shall be responsible for replacing and installing any stolen traffic signs at no additional cost to the Owner. uct I. The preceding are minimum requirements for the maintenance and protection of traffic during the construction of the project. If the Contractor deems that additional devices are required, they shall be Installed after contacting the Owner. END OF SECTION 02010 SECTION 02210 SITE EARTHWORK PART 1-GENERAL 1.01 SUMMARY A. Section includes: 1. All utility and sitework excavation (unless covered in other sections of these specifications), removal and stockpile of topsoil, stabilization fabric, and other miscellaneous and appurtenant works. 2. Site filling. 3. Roadway/parking lot structural sections. 1.02 REFERENCES A, ANSI/ASTM C136 - Standard Test Method for Steve Analysis of Fine and Coame Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soll Using Standard Effort. 1.03 PROTECTION A. Protect bench marks and existing structures. B. Protect above and below grade utilities which are to remain. 1.04 SUBMITTALS A. Testing laboratory reports indicating that material for backfill meets requirements of this Section. B. Field density teat reports of she fill in place. C. Field density test reports for roadway structural sections in place. D. Stabilization Fabric: Submit copies of manufacturer's specifications and installation instructions. PART 2-PRODUCTS 2.01 BANK RUN GRAVEL A. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Sieve No, 4 20 - 60 No. 100 0-12 No. 200 0.6 The gravel shall be uniformly graded from coarse to fine and the maximum size stone particle shall not exceed 213 of the thickness of the layer being placed or 4", whichever Is less, 2.02 CRUSHED GRAVEL A. All materials shall be secured from approved sources. This gravel shall consist of angular and round fragments of hard durable rock of uniform quality throughout, reasonably free from thin elongated pieces soft or disintegrated stone, dirt, organic or other objectionable matter. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing -Square Mesh Sieve Fine: 2" 100 1 2" 90 - 100 No.4 30-60 No. 100 0-12 No. 200 0-6 Coarse: 4" 95 -100 No.4 25-50 No. 100 0-12 No. 200 0-6 2.03 AGGREGATE SURFACE COURSE A. Aggregate for surface course and shoulders shall consist of clean, hard gravel, crushed gravel or crushed stone. It shall be reasonably free from silt, loam, clay or organic matter. It shall be obtained from approved sources. B. Grading. This material shall be uniformly graded from coarse to fine and shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Sieve 1 Z" 100 1" 90. 100 No.4 45-65 No. 100 0 -15 No. 200 0-12 2.04 COMPACTED FILLIGRANULAR BORROW A. This material shall be free of shah, day, friable material, debris, and organic matter, graded in accordance with ANSVASTM C136 within the following limits: Percent by Weight Sieve Designation Passino Square Mesh Sieve 6" 100 4" 75 - 100 No. 4 20 - 100 No. 100 0-20 No. 200 0-12 2.05 GEOTEXTILE STABILIZATION FABRIC A. This work shall consist of furnishing and placing an approved stabilization fabric on a prepared surface within the limits shown on the plans. The fabric shall meet, or exceed the following properties: 1. Grab tensile strength (ASTM D-4632) - 200 His. 2. Grab tensile elongation (ASTM D-4632) - 15% 3. Puncture strength (ASTM D4833) - 1201bs. PART 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. S. Identify known below grade utilities. Stake and flag locations. C. Maintain and protect existing utilities remaining which pass through work area. 3.02 EROSION CONTROL A. Erosion control must be installed prior to beginning any earthwork operation.. 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated, re -landscaped or regraded and stockpile in areas designated on site or as directed by the Engineer. B. Maintain the stockpile in a manner which will not obstruct the natural flow of drainage. 1. Maintain stockpile free from debris and trash. 2. Keep the topsoil damp to prevent dust and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded in accordance with plans. B. Excavate subsoil required to accommodate building foundations, slabs on grade, site structures, construction operations, roads, and parking areas, C. Grade top perimeter of excavation to prevent surface water from draining into excavation. D. Notify Engineer of unexpected subsurface conditions and discontinue affected work in area until notified to resume work. E. Correct areas over -excavated by error as directed by the Engineer at no cost to the Owner, 3.05 DITCHES A. Cut accurately to the cross -sections, grades, and elevations shown. B. Maintain excavations free from detrimental quantities of leaves, sticks, trash, and other debris until completion of the work. C. Dispose of excavated materials as shown on the drawings or directed by the soils Engineer, except do not, in any case, deposit materials less than three feet from the edge of a ditch. 3.06 EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the slope of the original ground on which the embankments are to be constructed shall be stepped and properly drained as the fill is constructed so that adverse movements of the slopes do not occur. B. Any excavated rock, ledge, boulders, and stone, except where required in the construction of other items or otherwise directed, shall be used in the construction of embankments to the extent of the project requirements and generally shall be placed so as to form the base of an embankment. O Frozen material shall not be used in the construction of embankments, nor shall the embankments or successive layers of the embankments be placed upon frozen material. Placement of material other than rock shall stop when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material is otherwise acceptable, it shall be stockpiled and reserved for future use when its condition is acceptable for use in embankments. D. When an embankment is to be constructed across a swamp, muck, or areas of unstable soils, the unsuitable material shall be excavated to reach soils of adequate bearing capacity and the embankment begun. Alternative methods, such as use of a stabilization fabric In place of excavation and backfill, may be utilized only after approval of same by the Engineer, E. Material being placed in embankments shall be placed in horizontal layers of uniform thickness across the full width of the embankment. Stumpe, trees, rubbish, and other unsuitable material shall not be placed In embankments. F. Embankment areas shall be placed in eight -Inch lifts. Effective spreading equipment shall be used on each layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of embankment and continuous leveling and manipulating will be required to assure uniform density. The entire area of each layer shall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of rollers, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured for compaction purposes will not be considered as compaction equipment. G. All fill material shall be compacted at a moisture content suitable for obtaining the required density. In no case shall the moisture content in each layer under construction be more than three percent above the optimum moisture content and shall be less than that quantity that will cause the embankment to become unstable during compaction. Sponginess, shoving, or other displacement under heavy equipment shall be considered evidence for an engineering determination of lack of stability under this requirement, and further placement of material in the area affected shall be stopped or retarded to allow the material to stabilize. H. When the moisture content of the material in the layer under construction is less than the amount necessary to obtain satisfactory compaction by mechanical compaction methods, water shall be added by pressure distributors or other approved equipment, Water may also be added In excavation or borrow pits. The water shall be uniformly and thoroughly Incorporated into the soil by disc, harrowing, Nading, or by other approved methods. This manipulation may be omitted for sands and gravel. When the moisture content of the material is in excess of three percent above optimum moisture content, dry material shall be thoroughly incorporated Into the wet material, or the wet material shall be aerated by disking, harrowing, blading, rotary mixing, or by other approved methods: or compaction of the layer of wet material shall be deferred until the layer has dried to the required moisture content by evaporation. 3.07 COMPACTION REQUIREMENTS A. All backfills and fills shall be compacted in even lifts (12" maximum) to attain the required densities as follows: Standard Proctor Location ASTM D-698 Subgrade and Gravel for Roads and Parking Lots 95 % General Embankments 90% 3.08 MAINTENANCE A. All earthwork should be checked periodically to see that slopes are in good condition. Any rills or damage from erosion and animal burrowing should be repaired immediately to avoid further damage. If seeps develop on the slopes, the area should be evaluated to determine if the seep will cause an unstable condition. Subsurface drains or gravel mulching may be required to solve seep problems. Diversions, berms, and waterways in the land grading area should be checked to see that they are functioning property. Problems found during the inspections should be repaired Promptly. END OF SECTION 02210 SECTION 02225 UTILITY TRENCHING AND BACKFILLING PART 1-GENERAL 1.01 SUMMARY A. Section Includes: 1. Trench, backfill, and compact as specified herein and as needed for installation of underground utilities located 5 feet outside the buildings. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. B, Use equipment adequate in size, capacity, and numbers to accomplish the work in a timely manner. C. Comply with requirements of governmental agencies having jurisdiction j 1.03 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. PART 2-PRODUCTS 2.01 SOIL MATERIALS A. Fill and backfill materials: 1. Fill material is subject to the approval of the Engineer. Material provided can be removed from excavations on site or imported from approved off -site borrow areas. Materials must be predominantly granular, non -expansive soil free from porous matter, organic matter and other deleterious matter and contain no rocks or lumps over 6 inches in greatest dimension. 2. Rocks having a dimension greater than 2 inches shall not be placed within 2 feet of the outside of pipe. 3. Coheslonless material used for backfill: Provide sand free from organic material and other foreign matter, and as approved by the Engineer. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. 3.02 PREPARATION A. Identify required lines, levels, contours, and datum. 3.03 PROCEDURES A. Existing Utilities: 1. Unless shown to be removed, protect active utility lines shown on the drawings or otherwise made known to the Contractor prior to trenching. If damaged, repair or replace at no cost to the Owner. 2. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3. If utility service Is interrupted as a result of work under this section, Immediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If existing utilities are found to Interfere with the permanent facilities being constructed under this section, immediately notify the Engineer and secure instructions. 5. Do not proceed with disruption of service or permanent relocation of utilities until written instructions are received from the Engineer. B. Protection of persons and property: 1. Barricade open holes and depressions occurring as part of the work, and post warning lights on property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this section, C. Dewatering: The Contractor, at all times, shall conduct operations so as to prevent the accumulation of water, Ice, and snow in excavations or in the vicinity of excavated areas, and to prevent water from interfering with the progress and quality of the work. Under no conditions shall water be allowed to rise In open trenches after pipe has been placed. 0. Accumulated water, ice, and snow shall be promptly removed and disposed of by pumping or other approved means, Disposal shall be carried out In a manner which will not create a hazard to public health, nor cause Injury to public or private property, work completed or in progress, or public streets, nor cause any Interference In the use of streets and road by the public. Pipes under construction shall not be used for drainage of excavations. E. Maintain access to adjacent areas at all time 3.04 TRENCHING A. Provide sheeting and shoring necessary for protection of the work and for the safety of personnel. 1. Sheeting and bracing required for trenches shall be removed to the elevation of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe. B. A trench shall be excavated to the required depth and to a width sufficient to allow for joining of the pipe and compaction of the bedding and backfill material under and around the pipe. C. The completed trench bottom shall be firth for its full length and width. D. if indicated on the plans or directed by the Engineer, poor foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with granular backfill. E. Where pipes are to be placed in embankment fill, the excavation shall be made after the embankment has been completed to a height of 3 feet plus the diameter of the pipe above the designed grade of the pipe. R Excavating for appurtenances: 1. Excavate for manholes and similar structures to a distance sufficient to leave at least 12 inches clear between outer surfaces and the embankment or shoring that may be used to hold and protect the banks, 2. Over -depth excavation beyond such appurtenances that has not been directed will be considered unauthorized. Fill with sand, gravel, or lean concrete as directed by the Engineer, and at no additional cost to the Owner. G. Excavation shall not interfere with normal 45 degree beating splay of foundations, H. Where utility runs traverse public property or are subject to governmental or utility company jurisdiction, provide depth, bedding, cover, and other requirements as set forth by legally constituted authority having jurisdiction, but in no case less than the depth shown in the Contract Documents. I. Where trenching occurs in existing lawns, remove turf In sections and keep damp. Replace turf upon completion of the backfiliing. SITE ENGINEER: f; CIVIL ENGINEERING ASSOCIATES. INC. P.O. Box 486 SHELSURNE, Vr 05462 D ae62=3 FAIL a02�221f was: www.ceeN- D.111 ACL IHE En DSM D DSM OWNER SUMMER ICE JOINT VENTURE GREENFIELD CAPITAL, LLC LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT ap V J 4 0 RIN.ION SPECIFICATIONS DATE D141NINt: NUMBER AUG.,2006 scar` NONE C-7,0 rant. No. 06192 PART 4 - FAILURE TO COMPLY 3.05 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material shall be placed A. In the event that, in the judgement of the Engineer, the Contractor fails to to the limits of the excavation and to a depth beneath the pipe as specified. adequately control the duet as directed and in accordance with this This material shall be either sand, gravel, or crushed stone and shall not specification, the sum of $150.00 per calendar day will be deducted from any contain large lumps and stones over one Inch in diameter. As the pipe is money due the Contractor as a failure to comply with this specification. laid, bedding material shall be extended to 6lnches above the pipe and leveled along the width of the trench. In addition, If the Owner Is required to perform the dust control operations on the project due to fallure of the Contractor to perform adequately, the costs 3.06 BACKFILLING associated with the Owner's operations will also be deducted from money due the Contractor. A, Backfilling shall not be done in freezing weather, with frozen materials, or when materials already placed are frozen. END OF SECTION 02260 B. Backfill material shall be evenly spread and compacted in lifts not more than 12 inches thick or as approved by the Engineer. Previously placed or SECTION 02400 new materials shall be moistened by sprinkling, if required, to ensure proper WORK ON OR NEAR PRIVATE PROPERTY band and compaction. C. Trenches which have been improperly backfilled, enclosed or covered up PART 1 - GENERAL before it has been approved shall be reopened. Refill and compact as 1.01 DESCRIPTION specified, or otherwise correct to the approval of the Engineer, at no additlonal cost to the Owner. A. The work under this section Includes the protection of private property D. Take special care in backfilling and bedding operations to not damage and the restoration of areas near or on private property. (For further pipe and pipe coatings. requirements see the General Conditions and the Special Conditions of these specifications.) E. No compacting shall be done when the material is too wet to be 1.02 SUBMITTALS compacted properly. At such times the work shall be suspended until the previously placed and new materials have dried out sufficiently to permit q. The Contractor shall, upon award of the Contract, take photographs of proper compaction, or such other precautions are taken as may be necessary to obtain proper compaction. the existing conditions in the project area. These photographs shall be taken as directed by the Owner and/or as follows: F. Backfill material shall be compacted to the following percentages of t, Any suitable camera may be used, but the lens must be a "wide angle maximum dry density and the In -place moisture content shall not be more lens" having a focal length of not more than thirty-five (35) millimeters. than 2% above the optimum moisture content, as determined by Standard 2. The photographs shall be at least three and a half (3.5) Inches wide and Proctor ASTM D698. five (5) Inches long, colored, printed with a matted finish and bordedess. 1. Around all structures, under roadway paving, shoulder and Each photograph shall be marked with the following information on the back: embankments - 95%, Location 2. All other areas - 90%. Station Date G. Frost Protection: Pipes laid with less than the minimum cover over the B. Upon completion of the project, the Contractor shall submit a second set crown and when approved by the Engineer shall be protected against of photographs, taken as before, showing the conditions In the project area. freezing by installation of rigid insulation for the width of the trench. Each photograph shall be marked on the back as specified above. Insulation shall be a minimum of 2 inches thick with one additional Inch of thickness for every foot of depth of piping less then 5 feet. The sheets shall C. Approximately 10 each before and after photographs will be required. be placed 6 Inches above the crown of the sewer after compaction of the 6 Inch lift immediately above the crown. Care shall be exercised by the 1.03 PROTECTION Contractor during backfill and compaction over the Insulation. The sheets shall meet the compressive strength requirements of ASTM D1621-73, A. Every effort shall be made to protect private or public property during construction. All damaged trees, shrubs and other vegetation shall be 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS replaced in kind by the Contractor at no additional cost to the Owner. A, After the trench has been backfilled to above the pipe and has been PART 2 - PRODUCTS compacted as specified, check sewers and stondralns to determine whether displacement has occurred. 2.01 MATERIALS B. Visually Inspect pipe installation by flashing a light between manholes or A. All materiels not specifically described, but required for work included in between the locations of the manholes, by means of a Flashlight or by this section shall be new, first quality of their respective kinds, and subject to reflecting sunlight with a mirror. the approval of the Engineer. C. If the Illuminated interior of the pipe line shows poor alignment, displaced pipes, or any other defects, correct the defects to the specified conditions and at no additional cost to the Owner. D. After visual approval of pipe, a 95 % mandrel test must be performed. END OF SECTION 02225 SECTION 02260 DUST CONTROL PART 1-GENERAL 1.01 DESCRIPTION A. This work shall consist of furnishing and applying calcium chloride or water to reduce dust nuisance and hazard In accordance with these specifications and as directed by the Engineer. B. Related work: 1. Documents affecting work of this section Include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections of Division 1 of these specifications. PART 2 - MATERIALS 2.01 CALCIUM CHLORIDE A. The materials used shall meet the requirements of AASHTO M 144 except that pellet form and flake form shall be acceptable. 2.02 WATER A. All water used shall be clear and free of harmful amounts of oil, sat, acids, alkalies, sugar, organic matter or other substances injurious to the finished product, plant life or the establishment of vegetation. Where the source of water is relatively shallow, the intake shall be maintained at such a depth and so enclosed as to exclude sit, mud, grass and other foreign materials. No formal tests of water will be made unless the Engineer questions the quality of the water. Water known to be of potable quality may be used without tests. PART 3 - EXECUTION 3.01 CALCIUM CHLORIDE OR WATER A. Calcium chloride (for roadways) or water (for embankments) shall be applied only at the locations, at such times and in the amount as may be directed by the Engineer. An average application of one pound of Calcium chloride per square yard of exposed area should be considered for each treatment. The exact number of applications and amount of dust controller shall be based upon field and weather conditions. It shall be spread in such manner and by such devices that uniform distribution is attained over the entire area on which it is ordered placed. PART 3 - EXECUTION 3.01 LAWNS A. In areas where removal of lawns Is necessary to Complete the work, the Contractor may elect to cut, remove and stockpile the sod and put it back at the completion of the work, or replace the sod with new sod. Seeding shall not be considered as an approved equal to either of the above alternatives. 3.02 BUSHES A. Bushes which are in the way of the construction and are located on private property shall either be removed, stored and replanted or shall be replaced at the option of the Owner. 3.03 PAVEMENT A. Existing driveways and parking areas shall be protected during the construction. Damaged paved areas outside the contract limits shall be neatly cut out and replaced with bituminous concrete to the complete satisfaction of the Owner. END OF SECTION 02400 SECTION 02439 STONE FILL PART 1-GENERAL 1.01 SUMMARY A. Section includes: 1. Stone Fill - Types I, 11, III, and IV. 2. Rip -Rap - Heavy Type, Light Type. 3. Geotextile Fabric. B. This work shall consist of furnishing and placing protective materials in conformity with the dimensions, elevations and at the locations Indicated in the contract or as directed by the Engineer. 1.02 REFERENCES A. VAOT Standard Specifications, Section 700. PART 2-PRODUCTS 2.01 STONE FOR STONE FILL A. Stone for stone fill shall be approved, hard, blasted angular rock other than serpentine rock containing the fibrous variety chrysofile (asbestos). The least dimension of the stone shall be greater than 113 of the longest dimension. The stone fill shall be reasonably well graded from the smallest to the maximum size alone specified so as to form a Compact mass when In place. Type 1: The longest dimension of the stone shall vary from t Inch to 12 Inches, and at least 50 percent of the volume of the stone in place shall have A least dimension of four inches. Type lk The longest dimension of the stone shall vary from 2 inches to 36 Inches, and at least 50 percent of the volume of the stone in place shall have e least dimension of 12 inches. Type lll: The longest dimension of the stone shall vary from 3 Inches to 48 inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 16 Inches. Type IV: The longest dimension of the stone shall vary from 3 inches to 60 Inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 20 Inches. 2.02 RIP -RAP A. Stone for rip -rap shall be approved, rough, unhewn quarry stone, as nearly rectangular in section as practicable. The stone shall be hard, sound and resistant to the action of water and weathering. They shall be of a rock type other than serpentine rock containing the fibrous variety chrysotlle (asbestos) and suitable In every respect for the purpose Intended. Heavy Type: The individual stones shall have a depth equal to the thickness of the course of rip -rap. At least 75 percent of the volume of the rip -rap, complete in place, shall consist of stones that have a minimum volume of 16 cubic feet. Light Type: The individual stones shall have a depth equal to the thickness of the course of rip -rep. The rip -rap, complete in place, shall consist of stones that have a minimum volume of 12 cubic foot. 2.03 GEOTEXTILE FABRIC A. Geotextile fabric shall conform to the requirements of Section 02210 - Site Earthwork. PART 3 - EXECUTION 3.01 PREPARATION A. The areas to be protected shall be constructed and graded to the lines indicated on the plans or as directed by the Engineer and, if a fill area, shall be Compacted. All slopes shall be maintained to the neat lines indicated on the plans prior to the placing of geotexWe fabric or bedding material, stone flit, rip -rap or slope paving. 3.02 PLACING STONE FILL A. The specified stone fill shall be placed in one counts thickness as shown on the plans in a manner that will result in a reasonably well graded surface. Care shall be taken In the placing to avoid displacing of the underlying material. B. The stones shall be so placed and distributed that there will be no accumulations of either the larger or smaller sizes of stone. C. Rearrangement of the stone fill by hand labor or mechanical equipment may be required to obtain the specified results. D. When stone fill and geotaxtile fabric are to be placed as part of an embankment, the protective materials shall be placed concurrently with the construction of the embankment unless otherwise authorized by the Engineer. E. When stone fill and geotextile fabric is to be placed under water, methods shall be used that will minimize segregation and Insure that the required thickness of protective material will be obtained. END OF SECTION 02439 SECTION 02513 SITUNNOU9 CONCRETE PAVING PART 1-GENERAL 1,01 SUMMARY A. Section mcli 1. Base Corp... 2. Leveling Courses 3. Finish Coume B. General: This work shall consist of one or more course, of bituminous mature, constructed on a prepared foundation In accordance with theca SpeclBwfione and the type of surface being placed, and In wnfanniy with the lines, grades, thicknesses and typical o mW sections shown on the plane or e,t,Mished by the Engineer. 1.02 QUALITY ASSURANCE A. Use Adequem numaere of skilled workers who are thoroughly trained Intl exparlenced In the newssary mare and who are completely familiar with the specrried requirements and the methods n.aded for proper performance of the work of this Section. B. All materials and Installation shall be In accordance with The Asphalt Inslaute Manual (MS-4) and the VAOT Standard SpedBcalbns. 1990. C. M1xin9 Plant Conform to State of Vermont Standards. D. Obtain Miami. from same source throughout. 1.03 PROJECT CONDITIONS A. Bituminous concrete shall not be placed between November 1 and May 1. Material shall not be placed when the granular subbase la wet or when the air temperature At the paving sae In the shade and away from artificial heat is as follows: Air Temperature Pavement Degrees Fahrenhell Competed Depth 40 Degrees or below Greater than 1 i^ 50 Degrees o below L... than 1 PART2-PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to meat the criteria as defined in the VAOT Standard Specifications, Division 700 for Type II (base worse) and Type IV ffiMah wuree) bituminous connate. B. Gradation: Materials shall bit combined and graded to meet compo .ikon I rats specifiedin VAGT Standard Specification, Seddon 408.03. for the base course and fimsh courae. C. Thic ne u, of paving for drive, and perking lots ,hall be a, shown on the plane, wnststhg of base course and finish course. D. For pavement rewn,h,mon areas dua to benching, the depth of each course shall be 'naeaeed by 12-. Pavement reconetmctbn mused by Irenw reopening tlua to Improper placement or non -approved placement shall be performed at no additional cost to Me Owrmr. 2.02 TRAFFIC MARKINGS A. Traffic marking paint to be factory -mixed, meeting the requirements of the VAOT Standard Specllicaffons, Section 708,08. PART 3 - EXECUTION 3.01 INSTALLATION A. Miss In atcoraapoe with VAOT Standard Specifications. Section 406. 3.02 EXAMINATION A, Verify base candaons under Me provision. pis Section 02210 - Sae Earttmror,. B. Verily that compacted granular base Is dry and ready to support PAWN and imposed pads. C. Verify gradient, and aI,v,bon, of base am correct. 3.03 PREPARATION A. Matching Surfaces: Men a new pavement Is to match an existing bituminous pavement for a roadway or trench. the Contractor shall verflcally smooth W the existing pavement, over it* existing gravel base. The smooth cut shall be thoroughly cleaned aW coated with Emulsified Aeons", RSA, just prior to paving. 3.04 PREPARATION - TACK COAT A. When the bottom coon. of bil..1ho a .rivet. pavement is 1.0 over the winter, or WIN Is to Im made... r an 8,18hng bituminous concrete pavement, the existing surface .half be cleaned and Emulelfietl Asphalt applied before the rend course is applied. 8. Also apply to contact surfaces of curbs. C. coat surfaces of manhole and catch basin formes with oil to pmvenl bond wah asphalt pavement. Do not tack coal Brass curfews. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thickness identified on the plans. 8. Compact pavement by rolling. Do not displace or extrude pavement from poseur. Hand romped In areas inaccessible to railing equipment. C. Develop rolling with consecutive passes, to achieve even and mouth finish. without roller marks. 106 JOINTS A. Joints between old and new pavements or between successive day's work shall be made aA to insure a thorough and confinum, bond batween the aid and new naxtums. Man.- the ,preening proce., 1, Intarmpled Iorg enough for Min a e mixture M slas, IMaal stability, the paver shall be removed from the mat and a joint constructed. B. Butt )olms shall be formed by mtflN the pavement In a verlcal plane at right angles to the contemns where the pavement has a true surface ea determined by Me sae of A shaight-edge. The butt iolyd shall be thoroughly waded with Emulsified Asphalt, Type SEA, Just prior to depositing the paving mislures. C. Longitudinal joints that have become cold shall be mated wish Emulsfied Asphalt, Type RS-1, before the adjacent met Is placed. If they have been exposed to traffic, they shall be cod back to a clean vemcel edge prior to Painting with the emulsion. D. Unless oth.W.. directed, Iongttudhel joints .hall be o8,at At I ... 16" from any pine in the Mvx courage of pavement. Tranaveree idnls shell nwl lea constructed nearor Than one A1o1 from the transverse joint. wn,tructad in lower mamas. 3.07 TOLERANCES A. The surface will be tested by the Engineer using a 16 foot alaghladpe in ,,laded locations parallel with Ms centerline. Any variations exceeding 3116 of an Inch between any two contacts shall be salisfadorny eliminated. A 10 foot sbalght- dge may be used on a -1cial wive. Th. Urelght-edge. shelf be provided by the Contractor S. Scheduled Compacted Thickness: MNn 114Inch. C. Variation from True Elevation: Vdahln 1121nch. 3.110 FIELD QUALITY CONTROL A. Permit no vehicular talc on surfaces until thoroughly mot and hard. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within one year of completion of the Contract, such pavement shall be repaired at the Contractor's expense. If the Contractor falls to make such repairs promptly upon receipt of notice to do so from the Owner, then the Owner may make such repairs as necessary and the Contractor shall pay the Owner for all coats Incurred In making such repairs. 3,10 MARKING PAVEMENT FOR PARKING A. Striping - Thoroughly clean the areas to receive striping and locate all striping as indicated on the Contract Plans. All striping shall be 4" wide unless otherwise noted. B. Miscellaneous - Provide handicapped symbols and all other miscellaneous signs and symbols as indicated on the Contract Plans. END OF SECTION 02513 SECTION 02593 GEOTEXTILE FABRICS PART 1-GENERAL 1.01 SUMMARY A. This work shall Consist of furnishing and placing geotextllas in underdrains, under embankments, for embankment reinforcement, under riprap and stone fill, behind retaining structures, over roadbed subgrades. and/or beneath pavement overlays, as indicated on the plans or as directed by the Engineer. B. The rolls of geotextile shall be protected against damage and deterioration until incorporated into the project. The geotextlle shall be dry at the time of Installation. The geotextile shall be rejected If, at the time of installation, it has defects, deterioration, or damage, as determined by the Engineer. C. Prior to use, the geotextile shall be stored in a clean, dry place, out of direct sunlight, not subject to extremes of either hot or cold, and with the manufacturers protective cover in place. Receiving, storage, and handling at the job site shall be in accordance with the requirements of ASTM D 4873, PART 2-PRODUCTS 2.01 MATERIALS A. The geotextile shall be composed of a polymeric yarn or fiber oriented Into a stable network which retains Its relative structure during handling, placement, and design service life. Geotextiles may be rejected by the Engineer if dimensional stability or resistance of the geotextile to ambient temperatures, acid and alkaline conditions, and micro-organismsAnsects do not appear to be satisfactory for the intended purpose. The geotextile shall meet or exceed the properties specified herein and in the special provisions. The geotextile shall be free of any chemical treatment or coating which might significantly reduce permeability. The selvage of geotextiles shall be finished such that the outer fibers are prevented from pulling away from the fabdc. The geotextile shall be free of defects or tears. The material shall be protected from damage and deterioration until incorporated into the project. 2.02 DEFINITIONS A. Geotextile - A fabric manufactured specifically for use in civil engineering applications. Fibers used in the manufacture of geotextiles shall consist of long chain synthetic polymers. At bast 85 percent by weight of the long chain polymers shall be polyephins, polyesters, or polyalnldes, polypropylenes, polyethylene, or polyvinylidens chlorides. B. Drainage Geotextile - Geotextile for installation In underdmins or other drainage locations, as directed. C. Stone Fill ar Ri r! Geotextile - Geotextile for installation behind and beneath atone fill or riprep and other erosion control applications, rock placed for slope stabilization and rock shear keys. D. Subgrade Geotextile - Geotextile for installation on roadway subgrades and under railroad ballast and in other material separation applications. E. Machine Dlrectionlee - The long (or warp) direction of the geotextile. The cross -machine (or till) direction is perpendicular to the machine direction. F. Minimum Average Roll Values - The minimum average roll value of any specific geotextile property is the minimum average of the test results from any roll within a lot. G. Nonwoven Geotextile -A textile produced by bonding or interlocking of fibers, or both, accomplished by mechanical, heat or chemical means. H. Seam Allowance - The minimum distance from the edge of a geotextile to the stitch line nearest to that edge. I, Seam Type -A designation relating to the essential characteristics of geotextile positioning and rows of stitching in a specified sawn seam, as shown on the plans. J. Stitch Type - A designation relating to the essential characteristics of the Interlacing of sewing thread(s) in a specified seam, as shown on the plans. K. Woven Geotextiles - A textile comprising two or more sets of filaments or yams Interlaced In such away that they result in a uniform pattern. 2.03 FACTORY SEAMS A. Where factory seams are made, the sheets of geotextile shall be sewn together using a lock -type stitch. The seams shall be sawn with a polymeric thread. I.e., at least 85 percent by weight polyolephins, polyesters, or polyamides, and shall be as resistant to deterioration as the geotextile being Sawn. Nylon threads will not be allowed. The strength of the seam shall be determined by the Wide Strip Tensile method and shall be at least equal to the larger of the minimum required tensile strengths for the Intended application. 2.04 FIELD SEAMS A. Where field seams will be made, the Contractor shall provide the Engineer with a field -stitched seam test sample in accordance with ASTM D 1683. The Engineer's approval will be required prior to the Contractor's production field stitching/seaming. 2.05 SAMPLING, TEST CERTIFICATION, AND ACCEPTANCE REQUIREMENTS A. Sampling -AII geotextiles shall be sampled in accordance with ASTM D 4354, The production unit used for sampling shall be a roll. B. Testing - Tests shall be performed to determine geotextile properties specified herein for the Intended application(s). All geotextile property requirements am average minimum roll values. The tensile strengths shall be determined In both machine and cross -machine directions. C. Acceptance Requirements - If the average minimum roll value for any lot is less than the average minimum roll value specified for the application, or if any test result is less than the average mean roll value for the lot minus two standard deviations, then the lot shall be rejected. All rolls shall be clearly labeled as being part of a lot which has been certified as meeting all applicable requirements herein. D. Average minimum roll values of each of the geotextiles used shall meet the requirements specified in the attached Table 2.5 Minimum Average Roll O Values for Geotextiles. 2.06 EROSION CONTROL MATTING A. Where required on the plans or where directed by the Engine control blankets (matting) shall be North American Green C125 for and SC150 for slope stabilization, or approved equal. Y Q4P 4� C r 3 SITE ENGINEER: r CIYIL ENGINEERING ASSOCIATES. INC. P.O. BOX 486 SHELBURNE, VT 05482 Ro2-ea62a23 FAx' 862-985-2271 web: wwiw.ceeW bas.N ACL CHECKED DSM xl`!'HnVtm DSM OWNFR: SUMMER ICE JOINT VENTURE APPLICANT: GREENFIELD CAPITAL, LLC PRO.1 h:CT: LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURLINGTON VERMONT UVISION SPECIFICATIONS GATE DRAa1NC Ni�MHN:N AUG., 2006 SCALE NONE C-7.1 Irpol Nm. 06192 PART 3 - EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. The surface receiving the geotextile shall be prepared to a smooth conditlon free of obstruction, depressions and debris, to the neat lines and grades as shown on the contract plans, unless otherwise directed by the Engineer. Where angular aggregate or sharp objects will be in contact with the geotextile, increased geotextile strength properties will be required, as slated in Part 2. The geotextile shall not be dragged on the ground or mishandled in any way. The geotextile shall be placed loosely and without wrinkles so that placement of the overlying material will not tear the geotextile. The geotextile shall be lapped or sewn as specified, at the ends and sides of adjoining sheets. In addition to the above general requirements the following specific requirements shall be followed for the specified applicagom S. Geotextile Placement on Slopes - The geotextile sheets shall be placed with the machine direction oriented perpendicular to the slope. When the geotextile Is placed on slopes steeper than 6H:IV, the upper sheets shall lap over the top of the lower sheets. The laps shall be securely anchored to the ground surface with One or stakes as necessary to prevent slippage and testing of the geotextile. Pins shall be steel or fiberglass formed as a "U", "L", or "T' shape or contain "ears" to prevent total penetration. Steel washers shall be provided on all but the "U" shaped pins. The upstream or up -slope geotextile shall overlap the abutting down -slope geotextile. At vertical laps, severing pins shall be inserted through both layers along a line through approximately the midpoint of the overlap. At horizontal laps and across elope laps, securing pins shall be Inserted through the bottom layer only. Securing pins shall be placed along a line approximately two Inches in from edge of the placed geotextile at intervals not to exceed 12 feet unless otherwise specified. Additional pine shall be installed as necessary and where appropriate, to prevent any undue slippage or movement of the geotextile. The use of securing pins will be held to the minimum necessary. Pins are to be left in place unless otherwlse specified. C. Geotextile Placement for Sree mbank Protection - Where geotexfilea are placed under water, or in an area where water will flow, the geotextile shall be placed with its machine direction parallel to the direction of water flow. Successive geotextile sheets shall be overlapped in such a manner that the upstream sheet is placed over the top of the downstream sheet. The geotextile shall be adequately secured to prevent slippage. As the geotextile is placed under water, the backfill material shall be placed on it to the required thickness. The geotextile placement shall not progress more than 50 feet ahead of the backfill placement. D. Underdrams - When a geotextile Is specified to line an underdmin trench, the geotex0le shall be placed to conform loosely to the shape of the trench. E. Geotextiles Under Stone Fill 1. Geotextiles under riprap or stone fill shall be constructed in accordance with the details shown on the plans and the following requirements. The Contractor shall demonstrate to the satisfaction of the Engineer that the combination of the rock fill drop height and the thickness of any sand cushion, when specified or required, are adequate so as not to puncture or damage the geotextile when placing the riprap or stone fill. Where a sand cushion Is used, it shall be a minimum of six inches thick unless otherwise specified or required by the Engineer. In addition, the following limits apply: Table 3.4 Maximum Drop Haight (Feet) onto onto a sand Type of Stone FIII Geotextile Cushion Blanket Class I 3 3 Class II III IV & RI a P R P 0 1 2. After placement of the ripmp or stone fill, all voids In the stone face that allow the geotextile to be visible shall be satisfactorily backfilled so that the geotextlle Is completely covered. F. Roadbed Subgrade and Railroad Ballast Separation - The subgrads shall be prepared In accordance with Section 203 of the Standard Specifications. Construction vehicles shall be limited In size and weight such that rutting of the Initial lift placed above the geotextile Is no greater than three Inches deep, Ruts shall not be graded off but shall be filled with material specified by the Engineer such that a minimum of an eight Inch rover Is kept over the geotextile. Turning of vehicles on the flret IIR of cover material will not be Permitted. The Contractor will not be permitted to use vibratory rollers on the first lift if pumping or distortion of the subgrade occurs, as determined by the Engineer. G. Silt Fence 1. The geotextile shall be attached on the up -slope side of posts in accordance with the manufacturer's recommendation or as directed by the Engineer. The geotextile at the bottom of the fence shall be buried In a trench a minimum of six Inches below the ground surface. The trench shall be backfilled and compacted as directed by the Engineer. 2. Either wood or steel posts shall be used. The posts shall have a minimum length of five feet and shall be embedded at minimum of 18 inches below the ground surface. The spacing of the posts shall be determined by the sift fence manufacturer or by the Engineer. 3. Wood posts shall have a minimum dimension of 2.5 inch by 2.5 inch and shall be free of defects such as knots, splits or gouges. Steel posts shall consists of either No. 6 size reinforcing steel or larger, or shall consist of ASTM A 120 steel pipe with a minimum diameter of 314 inch. 4. Sediment deposits which accumulate behind the fence shall be removed when the deposit reaches 1/2 of the height of the silt fence above the ground surface. 5. The Contractor shall repair or replace damaged silt fence as ordered by the Engineer. The silt fence shall be completely removed prior to acceptance of the project unless otherwise directed by the Engineer. H. TurbidiN Curtain 1. When used to contain sediments or pollutants from a work area which is adjacent to or under water, the fabric shall be installed to completely enclose the portion of the work area which will be under water. The Contractor shall design and construct the curtain to deflect and withstand any existing current or wave action, to be anchored continuously along the bottom, to be effective at any anticipated water level, and to prevent the escape of all sediments or pollutants Into the main stream or body of water. 2. The Contractor shall repair or replace damaged or otherwise ineffective fitter curtains as ordered by the Engineer. The Contractor shall remove material accumulated behind the filter curtain as directed by Engineer. 3, The Contractor shall remove the fiiter curtain and all supporting and anchoring material prior to acceptance of the project unless otherwise ordered by the Engineer. 4. The design, construction and maintenance plan for the filter curtain installation shall be acceptable to the Engineer before installation of the curtain begins. I, Protection of Geotextile - Traffic or construction equipment will not be permitted to travel directly on the geotextile. The geotextile shall be protected at all times during construction from contamination by surface runoff and construction activities. The geotextile shall be covered with the specified cover material as soon as possible; uncovered conditions shall not exceed 7 days. Specified cover material shall be placed on the geotextile in such a manner that the geotextile is not torn, Punctured, or shifted. The minimum cover layer shall be eight inches thick or twice the maximum aggregate size, whichever is thicker, before construction equipment is allowed over the area of the geotextile. End -dumping of aggregates from trucks directly on the geotextile will not be permitted. J. Repair of Ge ttextge - Ali geotextile that is torn, punctured, or contaminated during construction shall be repaired or replaced by the Contractor. The repair shall consist of a patch of the type of geotextile placed over the affected areas. The patch shall overlap the existing geotextile a minimum of three feet from the edge of any part of the rupture. Where geotextile seams are required to be sawn, any damaged sheets shall be repaired by sewing, unless otherwise indicated on the plans, In the contract, or as directed by the Engineer. K. Overlap8 -Minimum overlap requirements are listed in the following table Minimum Ovalle[) Requirements Underdmin i' Geotextiles Under Class I & II Stone FIII 2' Geotextlles Under Rlpmp & Classes III S IV Stone FIII Stone FIII 3' Roadbed Subgrade Stabilization 3' Roadbed Subgrade Separation 2' Geotextile Under Railroad Ballad 3' In the event that the specified overlap is not sufficient, as determined by the Engineer, the overlap shall be Increased to provide adequate coverage or the geotextile shall be sawn together In the field. If field sewn, the requirements of Section 3.12, Field Seams, shall apply. L. Field Seams 1. Field seams shall be sewn with polymeric thread, consisting of polypropylene, polyester, or Kevlar and shall be as resistant to deterioration as the geotextile being Sewn. The thread shall be of a contrasting color with the geotextile being sewn, and shall be made suchdhat the stitches are exposed for Inspection when the geotextile is placed. Thread shall be as resistant to ultraviolet light as the geotextile being sewn. 2. Stitching Equipment - The stitching equipment shall be such that it will provide an acceptable lock -type stitch, as recommended by the geotextile manufacturer and approved by the Engineer. 3. Stitch Requirements - Two rows of lock -type stitching shall be used to make the seam. The two rows of stitching shall be 1/2 inch apart with a tolerance of */-1/4 inch and shall not cross, except for restitching. 4. Minimum Seam Allowance - The following table indicates the minimum required seam allowance, Ise. the minimum distance from the geotextlle edge to the stitch line nearest to that edge, Seam Type (See Plans) Minimum Seam Allowance (in.) Flat, or Prayer, Seem Type SSA-1 1/2 "J" Seam, Type Ssa-1 1 Butterfly -folded Seam, Type SSd-1 5. Seam Type - The Contractor shall obtain the geotextile manufacturer's recommendation for the type of seam and stitch to be used. If the Contractor does not provide the foregoing technical Information, then the Contractor shall use a "J" seam with two passes of a lock -type stitch which places at least three stitches per Inch of sewn seam. This seam will be tested as required by these -pacification. The prayer seam (flat) can be used for repair of damaged in -place geotextlle. PART 4-MEASUREMENT 4.01 METHOD OF MEASUREMENT A. The accepted quantities of geotextile fabric will be measured by the square yard as determined by the actual surface measurements of the lengths and widths of the Installed areas. PART6-PAYMENT 5.01 BASIS OF PAYMENT A. The accepted quantities of geotextile fabric will each be paid for at the contract unit price per square yard complete in place. MINIMUM AVERAGE ROLL VALUES FOR GEOTEXTILES Roadbed Railroad Under Underdraln Geotextile Test Subgrade Ballast Stone Trench Sgt Turbidity Property Method Separator Separator Fill' Lining* Fence Curtains 1. Grab Tensile ASTM Strength (Ibs) D-4632 300 180 240 90, 90 200 2. Grab Tensile ASTM 20 min Elongation(%) D-4632 20 20 15 50 max 451bs 3.Burst ASTM Strength (psi) D-3786 600 400 430 130' 4. Puncture ASTM (Ibs) D-3787 120 100 80 80 120 5. Trapezoidal ASTM Tear Strength D-4533 120 100 50 50 50 (Ibs) 6. Apparent ASTM Opening Size D-4751 >50 70 >50 >50 20 70 (Sieve Size) 7. Permitivity ASTM (0.1 cm/a) (0.01 (0.01 (secs) D-4491 0.30 cm/s) ews) 0.01 8. UV Resistance ASTM (%Strength D4355 70 70 Retained) 9. Other woven nonwoven woven woven only nonwoven only, sill only 12" min. aid film not film not overlap permitted permitted ' Where angular aggregate larger than 4" size or sharp objects will be in contact with the geotextile, or if the trench is deeper than 10 feet, then the minimum Grab Tensile Strength and Buret Strength shall be increased to 180 lbs. and 290 psi, respectively. ' For fabrics to be placed underwater, the specific gravity of the geotextile shall be >1,00. END OF SECTION 02593 SECTION 02700 WATER SUPPLY SYSTEM PART 1-GENERAL 1.01 SUMMARY A. Section includes: 1. Pipe Materials 2. Hydrants 3. Valves 4. Fittings 5, All other appurtenances necessary to complete the water main system as shown on the Contract Plans. 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessories specified, Indicating compliance with requirements to the Engineer and local municipality. 1.03 QUALITY ASSURANCE A. All materials and the installation procedure shall be in accordance with the Department of Environmental Conservation, Water Supply Division and the applicable construction ordinances of the local municipality. PART 2-PRODUCTS 2.01 GENERAL A. Furnish ells tees reducingtees es couplings,Increasers crosses vvY � transitions and and caps of the same and class of material as the conduit or P type , of material having equal or superior physical and chemical properties as acceptable to the Engineer as necessary to complete the water system. 2.02 DUCTILE IRON WATER PIPE A. Pipe shall be Tyton Ductile Iron Class 52 (sizes as shown on the plans) conforming to current ANSI/AWWA i it Z1.51 latest revision. Pu ehonjolnt pipe shall be minimum thickness Class 62. Push -on joint accessories shall conform to applicable requirements of ANSVAW VA CI 11/A21.11. B. Pipe shall be cement mortar lined on the Inside in accordance with ANSI Specification A21.4 except that the cement lining thickness shall not be less than 1/8 inch. A plus tolerance of 1/81nch will be permitted. C. Pipe shall be given an Interior bituminous coating In accordance with ANSI Specification A21.4 and an exterior bituminous coaflng of coal, tar or asphalt base In accordance with ANSI Specification A21.51. 2.03 FITTINGS A. Ductile iron fittings shall conform to AWWA C 153 and ANSI Specification A21.10, 350 PSI working pressure. B. All M.J. fittings shall have mega -lug glands for additional joint restraint. C. Bolts shall conform to ANSI Specification A21.101AVVWA Cl11, 2.04 TAPPING SLEEVES NOT APPLICABLE A. Tapping sleeves shall be of the split sleeve design, constructed with two solid hall -sleeves bolted together. Sleeves shall be full -wrap and full gasket stainless steel, shall have a working pressure of at least 200 psi, and shall have mechanical joint ends with end and side gasket seals. B. All iron body tapping sleeves shall be provided with a 3/4" NPT test plug, or other provisions must be made for air testing the valve and sleeve at maximum working pressure, prior to tapping. C. All bolts and nuts for mechanical joints of tapping sleeves shall be of high -strength cast iron or high -strength, low -alloy steel conforming to ANSI/AWWA C1 1 1/A21.1 1-90, D. All bolts and nuts for flanged joints of tapping sleeves shall be of AISC Type 304 stainless steel, E. All bolts and nuts shall be sound, clean, and coated with a rust -resistant lubricant; their surfaces shall be free of objectionable protrusions that would Interfere with their fit In the made-up mechanical or flanged joint. F. All bolls and nuts used with all pipe sleeves shall, upon final tightening and testing, be brush coated heavily with bitumastic cold -applied material to thoroughly cover all exposed surfaces of the bolts and nuts. 2.05 TAPPING VALVES NOT APPLICABLE A. Tapping valves shall conform to ANSI/AVWVA C509.87 Standard for Resilient -Seated Gate Valves for Water and Sewage Systems, except as modified herein. Valves shall open counterclockwise and shall have a minimum working pressure of 200 psi. Inlet flanges shall be Class 125 conforming to ANSI Specification 816.1 or ANSI/AWWA C110/A21.10. and outlet connection shall be Standardized Mechanical Joint unless specified otherwise on the Contract Plans for the type of pipe required for the branch or lateral pipeline. B. Buried tapping valves shall be provided with a 2 inch square wrench nut and shall be installed with a cast iron valve box as required to allow positive access to the valve operating nut at all times. In installations where the depth from grade to lop of valve operating nut Is greater than 67, a valve stem riser shall be provided and installed such that the depth from valve stem riser nut to grade is from 4'0" to 60" (minimum length of valve stem deer la 2'0"). Valve stem riser shall be of high strength steel and of welded construction. 2.06 GATE VALVES NOT APPLICABLE A. Valves shall be manufactured to meet all requirements of AWWA Specification C509-87. Valves 12 Inches and smaller shall be bubble tight, zero leakage at 200 psi working pressure. Valves shall have non -rising stems, open counterclockwise, and be provided with a 21nch square operating nut with arrow cast in metal to Indicate direction of opening. Each valve shall have maker's name, pressure rating and year in which manufactured cast on the body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to twice the specified working pressure. Gate valves shall be Mueller, Dressor, Kennedy or those approved by the City of South Burlington. B. Buried valves shall be Installed with a valve box. 2.07 VALVE BOX A. Cast iron New England style slide -type, 5 114 Inch shaft, 6 foot trench depth. B. Cover shall be cast iron, marked "WATER" and indicating direction of opening. 2.08 HYDRANTS NOT APPLICABLE A. Mueller or Kennedy MIJI Shoe N 5 114 A, 240151.M.P. with 6 foot minimum bury and National Standard thread. The hydrants shall have at least 12 inches between the bottom of the steamer cap and the ground. The Contractor shall verify the hydrant requirements with the local water department. 2.09 COPPER SERVICES NOT APPLICABLE A. Corporations shall be Waterworks Brass and manufactured In accordance with AWWA C800. Corporations shall have Mueller threads, adopted as AWWA Figure 1, at the Inlet and a compression -type fitting at the outlet. Both inlet and outlet shall be of the same size. Corporations shall be directly tapped into ductile Iron pipe. In no other instance, except when a tapping sleeve and valve is used, shall a tap be made without a Corporation. Corporations shall be Mueller or equal. B. Curb stops shall be inverted key type manufactured by Waterworks Brass in accordance with AWWA C800. The curb stop shall open left and have a positive stop. No curb stop shall have the ability to drain the service line. Both inlet and outlet of the curb stop shall have compression -type fittings. The tea head of the curb stop shall have provisions for the connection of a service rod. Curb stops shall be Mueller 15200 or approved equal. C. Copper tubing shall by Type "K", soft temper, conforming to ASTM B88. The name of trademark of the manufacturer and type shall be stamped at regular intervals along the pipe. D. Curb boxes shall be of the sliding adjustable type capable of adjusting from 5 feet to 6 feet. The base of the box shall be arch type so as to prevent the box from resting directly on the curb stop. The adjustable upper section shall be suitable for use with the associated curb stop. PART 3 - EXECUTION 3.01 INSTALLATION PROCEDURES she A. Installation of all water lines shall be in accordance with AWWA C 600 latest revision. B. All pipe and fittings shall be inspected and tested in accordance with the manufacturer's specifications and the aforementioned AWWA Specifications. The Contractor shall furnish for approval certification from the pipe manufacturer that all tests have been performed with satisfactory results. Pipe shall not be installed without the Engineer's approval. C. Pipe, fittings, and accessories shall be carefully handled to avoid damage. Prior to the date of acceptance of the project work by the Owner, the Contractor shall replace any new pipe or accessory found to be defective at any time, including after installation, at no expense to the Owner. D. All pipe showing cracks shall be rejected. If cracks occur in the pipe, the Contractor may, at his own expense and with the approval of the Engineer, cut off the cracked portions at a point at least 12" from the visible limits of the crack and use the sound portion of the pipe. E. Aft pipe and fittings shall be cleared of all foreign matter and debris prior to installation and shall be kept clean until the fime of acceptance by the Owner. F. The pipe shall be laid to conform to the lines and grades indicated on the drawings or given by the Engineer. Each pipe shall be so laid as to form a close joint with the next adjoining pipe and to bring the inverts continuously to the required grade. G. At all times, when the pipe laying is not actually In progress, the open ends of the pipe shall be closed by temporary watertight plugs or by other approved means. If water is in the trench when work is resumed, the plug shall not be removed until all danger of water entering the pipe has passed. The pipe shall be installed in trenches and at the line and grade shown on the Contract Plans. Any deflection joints shall be within the limits specified by the manufacturer. H. All piping and appurtenances connected to the equipment sits r supported so that no strain will be imposed on the equipment. If, equipment manufacturer's specifications include that piping loads are not to be transferred, the Contractor shall submit certification of compliance. I. For pressure piping, concrete thrust blocks shall be installed at all unrestrained fittings and other locations as indicated on the Contract Plans. Minimum beating area shall be as shown on the Contract Plans. Concrete shall be 2,500 psi. Concrete shall be placed against undisturbed material and shag not cover joints, bolts or nuts, or Interfere with the removal of any joint. Wooden side forms shall be provided for thrust blocks. J. Reserved, K. A minimum separation of 18" vertical and 10' horizontal shall be maintained between the outside of all water and sewer lines unless a variance is granted by the Water Supply Division. L. There shall be no physical connection between the distribution system and any pipes, pumps, hydrants, or tanks which are supplied or may be supplied with a water that is, or may be contaminated. M. The Contractor shall take all necessary precautions to prevent flotation of the pipe In the trench. N. All trenching safety standards shall be in conformance with all applicable State and Federal guidelines. The Contractor shall be solely responsible for any safety citations by State or Federal inspectors. 3.02 SETTING OF VALVES AND FITTINGS A. Valves, fillings, plugs, and caps shall be set and joined to pipe in the manner specified above for laying and joining pipe. she B. Valve boxes are to be Installed on all burled valves. The boxes shall be test Iron with a minimum 5 114" diameter and long enough to extend from the valve to finished grade. The boxes shall enclose the operating nut and stuffing box of the valves. Valve boxes shall not transfer loads onto the Volvo. C. Covers shall be close filling and dirt tight with the top of the cover flush with the top of the box rim. Covers shall be marked "WATER" with an arrow Indicating the direction of opening. 3.03 SETTING OF HYDRANTS NOT APPLICABLE A. Hydrants shall be located as shown or as directed so as to provide complete accessibility and minimize the possibility of damage from vehicles or injury to pedestrians. B. When placed behind the curb, the hydrant barrel shall be set so that no portion of the pumper or hose nozzle cap will be less than 6 Inches nor more than 12 inches from the gutter face of the curb. C. When set in the lawn space between the curb and the sidewalk, or between the sidewalk and the property line, no Portion of the hydrant or nozzle cap shall be within 6 inches of the sidewalk.ed. D. All hydrants shall stand plumb and shall have their nozzles parallel with, or at right angles to, the curb, with the pumper nozzle facing the curb, except that hydrants having two hose nozzles 90 degrees apart shall be set with each nozzle facing the curb at an angle of 45 degrees. Hydrants shall be set to the established grade, with nozzles at least 12 inches above the ground, as shown or as directed by the Engineer. E. Each hydrant shall be connected to the main with a 6 inch cast Iron branch controlled by an Independent six inch gate valve, unless otherwise specified. F. The waste opening of all hydrants will be securely plugged. 3.04 DISINFECTION A. Disinfection of the pipeline shall be directed by the Engineer and costs for all water, materials, equipment and labor to perform the required testing shall be at the Contractor's expense. AWWA Standard C-651 (latest revision) shall be used as a basis for the disinfection process. All disinfection/ testing .hall be completed by an Independent third party unless otherwise approved by the Engineer or local municipality. B. The Engineer will require as minimum: 1. Complete flushing of the pipeline to wash out all dirt, debits, etc. which may have accumulated in the pipeline during construction. 2. Following flushing (to clean clear water), the Contractor will add chlorine to the entire pipeline volume of water such that the water will have not Was than 25 mg/L free chlorine, and let the mixture set for at least 24 hours. 3. After the 24 hour duration, the water in the pipeline shall be tested for residual free chlorine and must contain a minimum of 10 mg/L chlorine. If less than 10 mg/L are found, then the disinfection procedure shall be repeated until at least 10 mg/L chlorine residual is Indicated by test. 4. Upon successful completion of the steps above, the pipeline shall be flushed again unit the chlorine concentration in the pipeline is no higher than that prevailing in the supply system. After this final flushing and before the pipeline Is placed in service, bacteriological samples shall be collected on two consecutive days, and submitted to the Vermont Health Department for anslysis.n If the initial disinfection fails to produce samples which pass the Vermont State Health Department requirements for potable drinking water, then the process shall be repeated until satisfactory results are obtained. Upon satisfactory results by the Vermont State Health Department, the pipeline may be placed in service. 3.05 PRESSURE AND LEAKAGE TESTS 9ITT ENGINEER: r r CIVIL ENGINEERING ASSOCIATES. INC, P.O. BOX 495 SHELBURNE, VT 05482 9W 91511 a43 M' W 1 web: www.cee A.con1 rrsrcxr m z DRARN ACL Cirit-D DSM llit eD DSM OWNER SUMMER ICE JOINT VENTURE APPIJCAN'I: GREENFIELD CAPITAL, LLC I'ItO.I I?C'I': LOGIC SUPPLY INC. LOT 10 MEADOWLAND BUSINESS PARK SOUTH BURUNGTON VERMONT SPECIFICATIONS A. The Contractor shall furnish all gauges, testing plugs, caps and all other necessary equipment and labor to perform leakage and pressure tests in sections of an approved length. Each valved section or a maximum length of 1,000 feet of pipe shall be tested. The Contractor shall provide at his own expense any additional taps to the water line necessary to perform the pressure and leakage lest between valves. All disinfectionttesting shall be DsIT completed by an independent third party unless otherwise approved by the AUG., 2006 Engineer or local municipality, B. All water required for testing shall be potable. All testing shall be SaLS conducted in the presence of the Engineer. NONE Peel, Ne. 06192 C-/ .2 C. The Contractor shall make the necessary provisions to tap the pipe at (3.03 PRE local municipality's standards. Inverts shall have the D. Air Testing: Low pressure air tasting ahae .,.. onducted in the high point to release all air and shall plug same after completing the test. A. Hand him excavation (where necessary) to required elevations. Correct exact shape of the sewer to which they are connected, and accordance with the following procedures: f+ Hyants or blowoffs located at high points may be used for air release in lieu over -excavations with fill material. any change in size of direction shall be gradual and even. 1. Each end of the test section shall be plugged, capped b. All pipes and other openings into the manhole shall oft ps if approved by the Engineer. and braced. Necessary safely precautions shall be taken be suitably plugged in a manner to prevent B. The slopes shall be graded to match the grade as shown on the plans. C. All manholes are to be provided with copolymer polypropylene to prevent blowouts and possible injury. displacement. D. For the pressure teat, the Contractor shall develop and maintain for two Where required, end sections shall be placed and backfilled to prevent plastic steps with steel reinforcement 12 inches on center. 2. An air hose shall be connected to a tapped plug used for c. A plate with an Inflatable rubber ring the size of hours 150% of the working pressure or 200 psi, whichever is greater. Failure undermining. an air Inlet. The hose will be connected to the air the top of the manhole shall be installed by to hold within 5 psi of the designated pressure for the two-hour period D. All manholes shall be provided with rough, gray, cast iron control equipment, which shall include valves and inflating the ring with air to pressure adequate to CIVIL ENGINEERING ASSOCIATES. INC. constitutes a failure of the section tested. Remove large stones other hard matter could damage drainage manhole frames and covers. All iron castings shall be pressure gauges. These shall allow air to enter the prevent leakage of air between the rubber ring and P.O. BOX 485 SHELBURNE, 1105 is structures or Impede consistent beckfllling or compaction. tr ompa thoroughly cleaned and then coated with hot ter before being sewer teat line, monitor air pressure in the sewer, shut the manhole wall. sea-sea-avx a0c soaaesnrr wsr w.w.n.++.a�'^� ob' E. No pipe installation shall be accepted 'rf the leakage is greater than that delivered. Frames and covers shall be LeBaron LC 266, or an off air, and provide pressure reduction and relief. The tl. Air shall then be pumped out of the manhole through determined by the following formula: 3.04 INSTALLATION OF PIPE approved equal, and have a minimum weight of 400 pounds. monitoring pressure gauge shall have a range of 0-10 psi an opening in the plate until a vacuum Is created cosxsrom0 sooa - eu. moon assnves with divisions of 0,10 psi and accuracy of 0.05 psis. Inside of the manhole equal to 10 Inches of mercury MWN L- ND(P)A0.5 or L= SD(PN0.5 A. Pipe shall be installed in accordance with Section 02225 - Utility E. Precast risers and bases for manholes shall conform to ASTM 3. The air compressor and air supply shall be connected to on an approved vacuum gauge. The removal of air 7400 133200 Trenching and Backfilling. Specification C478. The pipe opening in the precast the test line and the test section filled slowly, until shall then be slopped and the test begun. ACL manhole system shall have a cast -in -place flexible gasket or a constant pressure of 4.0 psig Is maintained. e. The manhole shall pass this test 0 the vacuum holds Whichever la less 3.05 INSTALLATION OF DRAINAGE STRUCTURES an equivalent system for pipe installation as approved by 4. A pressure above 3.0 paig shall be maintained for at at 10" Hg or drops no lower than 9" Hg within the Inc". the Engineer. Joints between manhole risers shall be 1" least five minutes to allow the temperature to fallowing times: DSM A. Precast concrete structures: minimum width flexible gasket or approved equals. stabilize. A check for leaks shall be made and i any Time S = Length of Pipe Testing are found, the pressure shall be released and the Depth of 4' Manhole Minutes Seconds Arrxnvam L =Allowable Leakage in GaVHr 1. Place precast concrete structures and covere as shown on the Contract 2.05 CLEANOUTS fitting replaced or repaired. 0' - 10, 2 0 DSM D = Nominal Diameter of Pipe (') Plans. S. After the stabilization period, the pressure shall be 101-16 2 30 nWNF,H: P = Average Test Pressure (psi) 2. Where manholes occur In pavement, set tope of frames and covers flush A. Cleanouts for gravity sewers and force mains shall be adjusted to 3.5 psig and the air supply disconnected. 15' - 20, 3 0 N = Number of Joints in the Pipeline Tested it ace. with finish aurtace. provided at locations Indicated on the plans or as directed 6. Measure and record the time interval for the test line 20' - 25' 3 30 Provide ruble t gasket complying with ASTM C443. by the Engineer. Cleanout frames and covers shall be of pressure to drop from 3.5 pslg to 2.5 psig. All testing shall be conducted in accordance with AW WA C600 (latest tough gray cast iron. Coatings shall be two to pattern and 7. If the groundwater table is above the pipe, increase I. If the vacuum drop exceeds 1" Mg during the SUMMER ICE revision). 3.06 INSTALLATION OF STONE FILL free from flaws. The bearing surface of cleanout frames and above test pressures 0.5 psig for each foot the specified time periods, the manhole shall be covers against each other shall be machined to give groundwater is above the Invert of the pipe. resealed and Steps 2 through 5 above repeated until JOINT VENTURE F. Should any section of pipe fail either the pressure or leakage test, the A. Place stone fill as shown on Contract Plans. continuous contact throughout their circumference. 8. The requirements of this specification shall be the vacuum holds for the specified time. Contractor shall do everything necessary to locate and repair or replace the considered satisfied if the time required in secorda for APPLICANT: defective pipe, fittings or Joints at no cost to the Owner. END OF SECTION PART 3 - EXECUTION the pressure to decrease from 3.5 to 2.5 psi greater than the average back pressure of any groundwater that g. After the manhole passes the vacuum test, It shall 3.06 COPPER SERVICE CONNECTION NOT APPLICABLE 3.01 GENERAL may submerge the pipe is not less than that computed be backfilled carefully so that no leaks are SECTION 02730 - SANITARY SEWER SYSTEMS according to the following table'. created. If the manhole Is disturbed in any way GREENFI ELD A. General Requirements: The Contractor shall install copper services as A. Care shall be exercised by the Contractor to avoid during beckfill, it shall again be vacuum tested Indicated an the Contract Plans or as directed by the Engineer. Each service disrupting the operation of existing sanitary sewer Minimum Test Time for Various Pipe Sixes according to Steps 1 through 5 above. If the shall consist of a corporation, curb stop, copper tubing, and a curb box with PART 1 -GENERAL facilities without prior written approval of the Engineer, manhole fells the vacuum test, the Contractor shall CAPITAL, L L C service rod. Corporation shall be attached to the ductile iron pipe by means Diameter (Inches) Time (Sac./100 Ft.) test the manhole using the manhole ex8ltration of a direct tap. 1.01 SUMMARY B. When existing underground utilities not scheduled for test. removal or abandonment are encountered in the excavation, 4 18 h. The Contractor shall provide the Engineer with a YI20JE( T: B. The copper service shall be extended beyond the curb stop, If required, A. Section includes: they shall be adequately supported and protected from 6 45 written log of each manhole leakage test result. as shown on the plans. 1. Gravity Sewer Pipe damage. Any damage to utilities shall be repaired promptly 8 75 1. Manholes shall be tested and accepted prior to 2. Manhole Structures and Appurtenances at no additional cost to the Owner. 10 90 building manhole Inverts. C. Building Service Constwctlon Methods: The Contractor shall make all 3. Pressure Sewer Pipe 12 110 LOGIC necessary taps into the water main and will Install for each building an C. Installation of pipe shall be In accordance with Section 3.07 PRESSURE PIPE TESTING approved brass corporation stop. The Contractor shall also connect the B. Related Sections: 02225 - Utility Trenching and Backfilling and as specified 3.05 MANHOLES SUPPLY copper service pipe to the flanged joint, which shall be connected to the 1. Section 02225 - Utility Trenching and Backfilling by this section. A. General: All force mains shall pass the hydrostatic brass curbstop with the inlet and outlet for the appropriate copper service A. The excavation shall be to the depth indicated on the plans pressure lest and leakage test described herein. Prior to pe. Such curbstop shall be located not lees than 5'-W below the ground 1.02 SUBMITTALS 3.02 BEDDING FOR PIPE or ordered by the Engineer, and carefully shaped and graded, testing, all anchors and braces shall be installed. All INC.I surface and shall be accessible from the surface through an approved valve concrete thrust blocks and restraints shall be in place and box, A. Product Data: Submit published data from manufacturers of A. The bedding material shall be shaped to fit the pipe for a B. Manhole sections shall be precast concrete and shall conform cured at least seven days. All buried pipe shall be products and accessories specified, indicating compliance depth of not less than 10 percent of its total height and to the dimensions Indicated on the plans or ordered by the backfilled. Suitable test plugs shall be installed and air LOT 10 END OF SECTION 02700 with requirements. shall have recesses to receive the bell. Engineer. release valves shall be installed at the high points, MEADOWLAND BUSINESS PARK 1.03 QUALITY ASSURANCE 3.03 LAYING PIPE C. Channels, inverts and floor areas for sewer manholes shall B. Hydrostatic Test: The following procedure shall be used: SOUTH BURLINGTON SECTION 02725 be constructed of brick and mortar or concrete. Inverts 1. All air release valves shall be opened and the pipe VERMONT A. All sanitary sewer materials and construction of some shall A. In general, sewer pipe shall be installed in accordance with shall have the exact shape of the sewer to which they are shall be filled with water at a rate not to exceed the be as shown on the Contract Plans and shall meet the the latest detailed instructions of the manufacturer. connected and any change in size or direction shall be venting capacity of the air release valves. DRAINAGE requirements of the State of Vermont Agency of Natural gradual and even. All construction of sewer manholes must 2. The water pressure shall be raised to 150 percent of the PART 1 -GENERAL Resources (Department of Environmental Conservation) and the B. The laying shall begin at the outlet end and the lower be carried out to insure watertight work. designed operating pressure or 60 pal minimum at the 1.01 SUMMARY Public Works Standards and Specifications of the local segment of the pipe shall be in contact with the shaped highest point. _ municipality. bedding throughout its full length. Bell or grooved ends of D. The required courses of brick shall be placed on top of the 3. Failure to hold the designated pressure within 5 psi of A Section includes: rigid pipes and the circumferential laps of flexible pipe concrete to the elevation Indicated on the plans or ordered the specified test pressure for the two hour period PART 2 - PRODUCTS shall be placed facing upstream. by the Engineer. Brick shall be laid In an appropriate I constitutes a failure of the section tested. 1. Drainage pipe and appurtenances, manner by a competent mason. After the bricks am laid, the 2. Drainage structures. 2.01 GENERAL C. All pipe and fittings shall be carefully examined for joints on the Inside of the brick masonry shall be neatly C. Leakage Test: The following procedure shall be used: defects and no pipe or fittings shall be laid which are pointed. The outside surface of the brick shall be covered 1. Leakage shall be defined as the quantity of water that B. Related Sections: A. Furnish ells, lees, reducing tees, wyes, couplings, known to be defective. If any defective piece is discovered with mortar of the same quality as used for laying the must be supplied into the pipe being tested to maintain increasers, crosses, transitions and and caps of the same after laying, it shall be removed and replaced at the bricks so that a reasonably smooth surface Is obtained. pressure within 5 psi of the specified test pressure. 1. Section 02225 - Utility Trenching and Backfilling type and class of material as the conduit, or of material Contractor's expense. All pipes and fittings shall be 2. No pipe installation shall be accepted if the leakage is having equal or superior physical and chemical properties as leaned before they are laid and shall be kept clean until E. The cast iron frame shall be set as Indicated on the plans greater than that determined by the following formula: 1.02 SUBMITTALS acceptable to the Engineer to provide a complete and accepted in the completed work. in a full mortar bed. The grade or cover shall be property operable system. placed In the frame. L- ND(P)10.5 A Manufacturers technical data for: D. The pipe shall be laid to conform to the lines and grades 7.400 2.02 PVC GRAVITY SANITARY SEWER PIPE indicated on the drawings or given by the Engineer. Each 3.06 MANHOLE TESTING Whichever is less 1. Pipe and appurtenances. pipe e shall be so laid as to form a close joint with the nnext2. L= 0.5 Structures. A. PVC sewer pipe shall conform In all respects to the latest adjoining pipe and to bring the inverts continuously to the A. Manholes shall be tested separately by one of the following 133,100 133.10 revision of ASTM Specifications D-3034 or F679, Type PSM required grade. two procedures: PART 2 - PRODUCTS Polyvinyl Chloride (PVC) Sewer Pipe and Fittings, SDR 35 1. Exfihmtion Leakage Test: All pipes and other openings S =Length of Pipe Testing 2.01 GENERAL REQUIREMENTS pipe. All pipe and fittings shall be clearly marked as E. The Contractor shall take all necessary precautions to Into the manhole shall be suitably plugged and the plugs L =Allowable Leakage in Gal/Hr follows: prevent flotation of the pipe in the trench. braced to prevent blowout. D - Nominal Diameter of Pipe (") A. Fumish ells, tees, reducing tees, wyes, couplings, increasers, crosses, - Manufacturers Name and Trademark P = Average Test Pressure (psi) transitions and end caps of the same type and class of material as the - Nominal Pipe Size (as shown on plans) F. When pipe laying is not In progress, the open ends of the The manhole shall then be filled with water to the top N - Number of Joints in the Pipeline Tested conduit, or of material having equal or superior physical and chemical - Material Designation 12454-C PVC pipe shall be closed with temporary watertight plugs. If of the cone section. A period of time may be permitted, properties as acceptable to the Engineer. water Is in the trench when work is resumed, the plug shall If the Contractor so wishes, to allow for absorption. All testing shall be conducted in accordance with AW WA mn u ammoN - Legend'Type PSM SDR 35 PVC Sewer Pipe" or not be removed unlit all danger of water entering the pipe At the and of this period, the manhole shall be refilled C600-87 or latest revision. 2.02 DRAINAGE PIPE AND PERFORATED PIPE "PS 46 PVC Sewer Pipe" is eliminated. to the lop of the cone, If necessary, and the measuring - Designation ASTM D-3034 or F679 time of at least four hours begun. At the and of the A. If the Contract Plans do not specify a particular type of pipe, at the G. For force mains, concrete reaction blocking shall be test period, the manhole shall be refilled to the top of END OF SECTION 02730 Contractors option, the following materials may be used: B. Joints shall be push -on type using elastomeric gaskets and provided as detailed at all bends deflecting 221 /2 degrees or the cone, measuring the volume of water added. This shall conform to ASTM D-3212. The gaskets shall be factory more. At the Contractors option, retainer glade may be amount shall be converted to gallons per vertical foot 1. Polyvinyl Chloride pipe conforming to ASTM Specification 03034 or Installed. The pipe shall be furnished In nominal 13 foot used at bends in lieu of concrete blocking. Retainer glands depth for 24 hours. The leakage for each manhole shall F679, (PVC) sewer pipe and fittings SDR 36. lengths. Sufficient numbers of short lengths and full shall also be provided at all joints within three pipe not exceed one gallon/vortical foot/day. If leakage 2. Corrugated Polyethylene pipe and fittings (smooth Interior) meeting the machine fillings shall be provided for use at manholes and lengths each side of the bends. exceeds the allowable rate, repairs shall be made as requirements of AASHTO M-294 and M-252. connections. All connections will require the use of - approved by the Engineer and the manhole retested. manufactured fittings. Field fabricated, saddle -type 3.04 GRAVITY SEWER PIPE TESTING 2.03 CONCRETE STRUCTURES connections will not be considered acceptable. If the Contractor elects to backfili prior to testing, A. The Contractor shall provide all necessary equipment and the testing shall be at his own risk, and it shall be A. ASTM C478, sized as indicated, 2.03 PVC PRESSURE SEWER PIPE instrumentation required for proper completion of the incumbent upon the Contractor to determine the reason flushing and testing. Quality of water, test procedures, for any failure of the test. No adjustment in the 2.04 METAL ACCESSORIES A. PVC pipe shall conform in all respects to the latest and method of disposal of water shall be approved by the leakage allowance will be made for unknown muses such SPECIFICATIONS revisions of ASTM Specifications D-2241. All pipe and Engineer. Prior to testing, flush with water to remove as leaking plugs, absorption, etc. It will be assumed A. Manhole frames and covers: fittings shall be SDR 26 dearly marked as follows: construction debris that all loss of water during the lest Is a result of leaks through the joints or through the concrete. 1. Grey cast Iron, ASTM A48, as shown on plans. - Manufacturers Name and Trademark B. All tests shall be made in the presence of the Engineer. Furthermore, the Contractor shall take any steps PART 3 - EXECUTION - Nominal Pipe Size (as shown on plans) Preliminary tests made by the Contractor without being necessary to assure the Engineer that the water table Is 3.01 INSPECTION - Material Designation 12454-A PVC ASTM 0-1784 observed by the Engineer will not be accepted. The Engineer below the bottom of the manhole throughout the test. will be notified at least eight hours before any work is to 2. Vacuum Teat: This method of testing manholes for A. Examine the areas and conditions under which storm sewer system work 8. Joints shall be pushon type using elastomeric gaskets be Inspected or tested. leakage involves the use of a device for sealing the top is to be installed and notify the Engineer in writing of conditions detrimental factory installed conforming to ASTM Specification D-3212. of the manhole cone section and pumping the air out of to the proper and timely completion of the work. Do not proceed with the C. The maximum sewer length to be tested at one time shall be the manhole, creating a vacuum and holding this vacuum work until unsatisfactory conditions have been convicted. 2.04 MANHOLES that length between any two manholes. for a prescribed period of time. The procedure for this test is as follows: eArr. s H nA r. c rvovro-:re 3.02 GENERAL A. Manholes shall be sized as Indicated on the plan and shall a. All lifting holes and exterior joints shall be AUG, 2006 be precast concrete with a monolithic base and shall conform filled and pointed with an approved non -shrinking A. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered In the excavation, they shall be to the latest version of ASTM Specification C478. mortar. The completed manhole shall not be backfilled prior to testing. Manholes which have s<^� NONE - 7=v� adequately supported and protected from damage. Any damage to utilities B. Shelves shall be constructed with concrete having a minimum been backfilled shall be excavated to expose the shall be repaired promptly at no additional cost to the Owner. compressive strength of 3,000 psi at 28 days. inverts for entire exterior prior to vacuum testing or the PROJ > sewer manholes shall be as shown on the plans and details manhole shall be tested for leakage by means of the O619Z and shell be constructed with concrete or brick, as per the exflltmtion leakage test. EAST ELEVATION SCALE, 3/16" - 1'-0" Q NORTH ELEVATION SCALE= 3/16" - I'-O" Q _--- ----------'- --`i 4 -------`r-----------------------�i Z � SHEET NUMBER DATE: 7/262006 K- 4 FLOOR n ry 113.00 - b i0 F FLOOR 100.00 I I � a -------- ---- ---------------------- ----- ---__ - - =---�I O U EAST ELEVATION SCALES 3/16" I'-0" Z P Cl Q w Ug Cn 4 � FLOOR __-- � loo-1,a00 FLOOR , . i i I I I I � LL------------------------------------I---------- _-__-_-___---------------------__-------_-_____-_________-_--_--JJ t SHEET NUMBER NORTH_ ELEVATION SCALE 3/ib 1 0 DATE: 7l WON i State of Vermont �r Department of Fish and Wildlife Department of Forests, Parks, and Recreation Department of Environmental Conservation State Geologist RELAY SERVICES FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD September 6, 2006 Summer Ice Joint Venture Inc. c/o Mark Neagley 1150 Airport Drive, suite 105 South Burlington VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office III West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 RE: WW-4-2701, Light Manufacturing Facility; construct a 30,000 square foot manufacturing facility (in two phases) with 85 employees, 35 Thompson Street, South burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on August 31, 2006, including a fee of $573.75 paid by check #022387. Under the performance standards for this program, we have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Ernestine hevrier Regional Office Coordinator cc: South burlington Planning Commission David Marshall _.__— r.u:_ o... icice+ /P,.t1nnrl/RnrinnflP.Irf/St. JohnsburV C- Y( C,r\\1-r 1J. DEVELOPMENT REVIEW BOARD l� 15 AUGUST 2006 The motion was amended to revise of the plans to include screening of services areas behind 100 Dorset Street as if they are for dumpster use. The motion was also amended to remove an area of "approved storage" that hasn't been built. Ms. Quimby moved to approve Final Plat Application #SD-06-61 of Century Partners, LP, subject to the stipulations in the draft motion as amended above. Mr. Behr seconded. Motion passed 4-0. �9. Sketch Plat Application #SD-06-65 of Roland & Lisa Groenveld to construct a 10,000 sq. ft. light manufacturing building, 35 Thompson Street: Mr. Rabideau said this is in the I-O District. The proposed building would be an assembly facility for a company that creates ITX-style computers used in industrial applications (e.g., voting machines). They are manufactured from pre -made parts. The work does not generate a lot of noise. The site is 3.22 acres, a corner lot. The plan would be built in phases. The applicant is asking to have both phases approved at this time. There would be one building on the site for software engineering, assembly, administrative functions, and warehousing of the product. They are not requesting any waivers and comply with all zoning regulations. Phase 2 would be a second story to the building (5000 sq. ft.) and would double the parking. They anticipate up to 100 employees when at full capacity. Mr. Dinklage felt it would be better to get parking away from Meadowland Drive. Mr. Rabideau noted that Thompson St. ends in a wetland, and they felt it was better to keep parking away from there. Mr. Rabideau said with both phases, there would be 49% coverage which would max out the total coverage on the site. Mr. Rabideau showed a representation of what the building might look like. They will comply with height limits. With regard to traffic, they anticipate a tractor trailer once a day and other deliveries via UPS trucks. Mr. Dinklage asked if there would be "after hours" deliveries. Mr. Rabideau said no. He added that the building itself will screen the truck traffic use. Members were generally favorable toward the plan. 10. Sketch Plan Application #SD-06-69 of R. L. Vallee, Inc., to amend a previously approved plan for a service station with gas sales. The amendment consists of. 1) razing the existing service station building, 2) -5- SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 September 7, 2006 Greg Rabideau 299 College Street Burlington, VT 05401 Re: DRB Minutes - 35 Thompson Street Dear Mr. Rabideau: For your records, enclosed is a copy of the approved minutes from the August 15, 2006 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, �l Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: August 7, 2006 \drb\ sub\summer_ice\groeneveld\sketch Application received: July 19, 2006 35 Thomson Street SKETCH PLAN APPLICATION #SD-06-65 Meeting Date: August 15, 2006 Aaenda # 11 Applicant Owner %f Roland & Lisa Groeneveld Summer Ice Joint Ventures k 35 Cross Road 153 Summit Street' Waterbury, VT 05676 Burlington, VT 05401 Engineer Property Information Rabideau Architects Tax Parcel 1715-00035 C 299 College Street Industrial & Open Space District Burlington, VT 05401 Hinesburg Road -North View Protection Overlay Airport Approach Cone Overlay 3.22 acres Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summerice\groeneveld\sketch Roland and Lisa Groeneveld, hereafter referred to as the applicant, are seeking sketch plan review for a proposal to construct a 10,000 sq. ft. light manufacturing building, 35 Thompson Street. Associate Planner Cathyann LaRose and Administrative Officer, Ray Belair, hereafter referred to as staff, have reviewed the plans submitted on July 19, 2006 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements 10 Zoning District Required Proposed Min. Lot Size 3 acres 3.22 acres Max. Density n/a n/a Max. Building Coverage 30% 7% Max. Overall Coverage 50% 24% Min. Front Setback 50 ft. >50 ft. Min. Side Setback 35 ft. >35 ft. Min. Rear Setback 50 ft. Corner lot- no rear setback ? Max. Building Height 35 ft. ??? 4 Front Yard Covera e 30% 4% zoning compliance n/a no residential units proposed 1. The applicant should state the height of the proposed building. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summerice\groeneveld\sketch The entire meadowland Business Park has been preliminarily approved for water allocation. However, the applicant should submit plans and requests to the South Burlington Water Department for review to ensure compliance with the initial approval. 2. The South Burlington Water Department shall review the plans and provide comments prior to preliminary plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 3. The applicant shall obtain preliminary wastewater capacity allocation from the Director of Planning and Zoning, Juli Beth Hinds, prior to recording of the final plat plans. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 4. The applicant should submit sufficient and appropriate grading and erosion control plans The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to this property is proposed via a drive off of Thompson Street, a future public road off of Meadowland Drive. The proposed access drive to the property is listed at 24 feet. This is an appropriate width for the proposed use. The plans should show the existing sidewalk along Thompson Street. 5. The plans should be revised to reflect the existing sidewalk. The South Burlington Fire Department shall review the plans and provide comments 6 The South Burlington Fire Department shall review all future sets of plans and provide comments. According to the ITE Trip Generation Manual, 7th Edition, the 10,000 square feet of light manufacturing use is estimated to generate 7.5 P.M. peak hour trip ends (.75/1000 SF GFA). This shall be used to calculate traffic impact fees. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no encroachments into the wetlands or wetlands buffer as part of this application. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING ldrb\sub\su m merice\groeneveld\sketch The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 6.04(A) of the Land Development Regulations, the Industrial -Open Space 10 District is established to provide suitable locations for high -quality, large -lot office, light industrial and research uses in areas of the City with access to major arterial routes and Burlington International Airport. The 10 District regulations and standards are intended to allow high -quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. Staff feels the proposed project is in compliance with the stated purpose of the 10 District, as outlined in the Land Development Regulations. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The open spaces on this property are largely limited to the perimeter of the lot. This should allow for the creation of open spaces between adjoining parcels. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff has already stated that the Fire Chief has reviewed the plans and provided comments. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. 7. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The subdivision plans for the entire Meadowland Business Park show details on street utilities, lighting, and stormwater management. These have been approved by the City Engineer, so they are acceptable for the proposed project. 8. The applicant should submit a lighting point by point plan and cut -sheets for any proposed outdoor lighting. These shall be in compliance with Appendix D of the Land Development Regulations. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summerice\groeneveld\sketch Staff feels the proposed development of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The applicant has provided for adequate pedestrian movement to and within the subject lot According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the parking requirements for the proposed use shall be .5 spaces per 1000 SF GFA plus 1 space per employee. Based on 10,000 SF, and 25 employees at full build out (per the applicant), thirty-three (33) parking spaces shall be required. The applicant is proposing 47 spaces. This appears to be excessive and creates more impervious surface than necessary. The applicant should address this issue at the sketch plan review and demonstrate why so much parking and pavement is being provided. 9. The applicant should discuss the excessive amount of parking spaces. The Board should make a decision as to the appropriateness of so much parking. Of these spaces, two (2) are required to be handicapped accessible. The site plan shows 2 as handicapped accessible. The dimensions of the proposed parking spaces appear to meet the requirements in Table 13-8 of the Land Development Regulations. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. No bicycle rack is depicted on the plans. 10. The plans shall be revised to show a bicycle rack. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Some of the proposed parking is located in front of the building with respect to Thompson Street. While this is not in conformance with the regulations, staff finds the parking layout to be acceptable in that the parking will largely be shielded from the more heavily traveled Meadowland Drive. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. Staff has already stated that the applicant shall provide the height of the proposed building CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summerice\groeneveld\sketch Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. 11. The applicant should submit elevations of the proposed building Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant should submit elevations of the proposed building. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not foresee the need to provide additional access to abutting properties. The layout of the area is such that all adjacent properties already have sufficient access. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans do not currently depict a dumpster. If outdoor trash storage is proposed, a dumpster shall be shown on the plans as adequately screened and located. 12. The plans shall be revised to depict any outdoor storage of trash. Such storage shall be shown as adequately fenced and screened. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\su mmerice\groeneveld\sketch Landscaping and Screening Requirements The minimum landscaping for the subject property will be based on cost projections for the building. The applicant should provide projected building costs for the subject property. Since the applicant is requesting approval for both stages, the building costs should include both phases. 13. The applicant should provide projected building costs for the buildings noted as new and future as part of preliminary plat application. 14. The applicant should submit a landscaping budget prepared by a landscaping professional and in compliance with Table 13-9 of the SBLDR as part of preliminary plat application. 15. The applicant should submit a landscaping plan in compliance with Section 13.06(F) and Section 13.06(G) of the SBLDr as part of preliminary plat application. Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking areas with twenty-eight (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. All interior and perimeter planting shall be protected by curbing. Interior planted islands shall have a minimum dimension of six (6) feet on any one side, and shall have a minimum square footage of sixty (60) feet. Large islands are encouraged. This parking lot contains more than 28 spaces. The site plan should specify how much of the parking area is landscaped islands. If the 10% minimum is not being met, the plans shall be revised to be in compliance. 16. The plans shall be revised to depict a minimum of 10% of the interior of the parking lot as landscaped islands in compliance with Section 13.06(B) of the SBLDR. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The plans do not currently depict snow storage areas. 17. The plans shall be revised to depict adequate and appropriate snow storage areas as part of preliminary plat application. Pursuant to Section 13.06(C)(1) of the South Burlington Land Development Regulations, any utility cabinets on the site shall be effectively screened to the approval of the Development Review Board. 18. The proposed utility cabinets on the site shall be shown on the final landscaping plans and shown as effectively screened. View Protection Zone The subject property is located within the Hinesburg Road -North Scenic View Protection Overlay District and thus subject to Section 10.03(H) of the SBLDR. Specifically, no part of any structure within the zone shall exceed an elevation of 393.5 feet above mean sea level plus 5.8 CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\summerice\groeneveld\sketch feet for each 1000 feet that said part of said structure is horizontally distant from the Hinesburg Road -North View Protection Zone Base Line shown on the Scenic View Protections Overlay District Map. 19. The applicant shall provide information on the building elevation of the building, and demonstrate that the elevation is below the threshold described in Section 10.03(H) of the SBLDR. Other The City Engineer shall reviewed the plans and provide comments prior to preliminary plat approval. 20. The City Engineer shall review and comment upon all future sets of plans. . The subject property is located within the Industrial Open Space District and as such shall be subject to Section 6.04(F) and 6.05 of the SBLDR. The subject property is located within the Airport Approach Cone and as such shall be subject to Section 13.03 of the SBLDR. 21. Prior to issuance of the zoning permit, the applicant shall submit an updated signal warrant analysis for the Route 116/Meadowland Dr. intersection. If a signal is warranted, the applicant shall install the signal prior to the issuance of the Certificate of Occupancy. 22. The plans should show any ground mounted HVAC units. 23. The plan should be revised to remove all information pertaining to Phase 2 which is not part of this application. Staff recommends that the applicant address the numbered items above and proceed to preliminary plat application. Respectfully submitted, 1 Cathyann LaRose, Associate Planner Copy to: Greg Rabideau GENERAL INFORMATION: �ow SIOC --r--r--r--r'-r 1 II _r--r 1 \\\♦ 1 �I II 11 �I j 1 1 1 1 I 1 I I 11- I j 11 j -- -II _ '---1---- I I 1 -- 1 'I---! --- --. ------- - I- i _--------- - - 1 1 I 1 -- ins �� 1 -- /) J[L{i iro f17,ytE36 --- ------ �p ( 1 1 --- I 1 1 --- ------ ------------------------- I U w CURVE DATA ---_--_ S e�RM NO.1 DELTA I RADIUS A ENGTH CHORD LENGTH CHORD RING ao. 01.1E 4LO.IS' 141.14' 1SR.4/' ALsv IV am - C `\ w-------- 0 �` ;h ¢ ) mow yAotP S10' 2- J 0 0 &TRUST ADORES&, Let 10 MsAd—l"d B.,14r g Psrk S:%h SwIsn$ton, Vermont 05405 OWNER OF RECORD, Summer lee Joint Venture C/O Mark NeaRleN MSO AI pert Drive South �urlrnSCM, YarmCmt 0 6 405 APPLICANT, R and and Lisa Groenovelcl 5 Grooiroad WatorOury, Vormont O561L LOT INFORMATION: LOT 81ZE, ?48.2,S LOT COVERAGE: TYPE ACTUAL ALLOWABLE BUILDING ONLY 10,000 S.P. (1M) 42,01M (103%) PHASE I ONLY BUILDING. PARKING 34,181 S.P. 124%) 10d52 (50%) t OTHER IMPERVIOUS SURFACES PHA$! 1 ONLY BUILDING ONLY 20,000 B.P. (14%) 41,011 (50%) PHASE 1 t 2 BUILDING. PARKIN 60.511 S.P. (49%) 10,152 (50%) f OTHER IMIN. VI US SURFACE6 PHASE I t 2 'L GROSS So: FOOTAGE OF PHASE I BUILDING - 10,000 SF. s GROSS &OFOOTAGE OF PHASt 1 t 2 BUILDING - 20,000 BP. PARKING TABULATION (LIGHT MANUFACTURING CATEGORY) MIN. REO•D PROPO&CD REMARKS PHA$E-1 55 SPACES 41 SPACE& INCLUDES 2 (I5,Poo GPA t HANDICAP 20 EMPLOYMESI SPACES PHASE-1 1 2 GL SPACES 100 SPACES INCLUDES 4 (S0,000 GFA t HANDICAP 50 EMPLOYEES) SPACES ZONING INFORMATION: ZONE INOU$TRIAL-OPBN SPACE' DISTRICT (10) MINIMUM LOT LOT SIZQ, 3 ACRES SETBACK5, FRONT YARD, 60' 61DU YARD, 36' LIGHTING PROVIDED �. SN AWAT� &Tti. HALIDE MOUNTED NMOUNTED WALL (2) PL 24 FIXTURE PLANTING SCHEDULE TREES t OF MARK COMMON NAM LAIN NAM MZR REMARKR 1 TC LRTLW4AP 4NDRN T0.1A CORDATA D-1/7 CAL. Rr8 l AM RRD HAP-14 Amillm RIWNLM 1 CAL. BID 1 PF PRA IWVAWACA 2-1/2 CAL. 5H "MpNMf i M"r i aR WRORRAN WWTB 11i RaMOrbA i M. 04=0 R/a ll i Pf WHIG PMi PRW{ iTRO806 fi' TALL II SHRUBS S OP NARK DOrMION RAMS LAIN NAM 4112R RNKARRi Di RRDORSII D06ROODi 000" sl iA Y TALL - / W LILAC •CNARLti JOLW aYRNW VULGAMi Y-V TALL / RR FJM RNODOMNDROk - 14'-i0' TALL - /// 1 VO CRAI MIRY 81NN 14""IM OPULIS 11-11' TAU. PA PORMYTWA-.,i-�^'. W'-4' TALL RA WRNNG RNW RWNYWA ALATA Ir-29 TALL / / / w_ ---- - w w - - - 20 ao 0 I DATE(644aM CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 10, 2006 Greg Rabideau 299 College Street Burlington, VT 05401 Re: 35 Thompson Street Dear Mr. Rabideau: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, August 15, 2006 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, C Betsy Mc onough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802) 846-410 6 Qt August 3, 2oo6 Summer Ice Joint Venture c/o Mark Neagley 115o Airport Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a draft agenda for the August 15, 20o6 Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, L 9V-) Betsy Mc onough Planning & Zoning Assistant Encl. cc: Greg Rabideau Roland & Lisa Groeneveld CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 August 3, 20o6 The Rock of Greater Burlington Butch Ainsworth PO Box 464 Milton, VT 05468 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the August 15, 2006 Development Review Board meeting. It includes a proposal that abuts your property. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 August 3, 2oo6 Munson Earth Moving 85 Shunpike Road Williston, VT 05495 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the August 15, 2oo6 Development Review Board meeting. It includes a proposal that abuts your property. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, CIA/b Betsy McDonough Planning & Zoning Assistant Encl. � r CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 August 3, 2oo6 Patrick O'Brien O'Brien Brothers PO Box 2184 South Burlington, VT 05407 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the August 15, 2006 Development Review Board meeting. It includes a proposal that abuts your property. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. r Permit Number SD -- APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and €ax #) A of A �e �S 1,50 hi of? V S f-50e-U K\L-31b1� v 0�c�3. iaHo �,�g 1058- 32 : gat (p58 0349 2) LOCATION OF LAST RECORDED DEED (Book and page #) lw"W , 3i5-1 b& . 439 - 441 3) APPLICANT (Name, mailing address, phone and fax #) Ac) hAp U91% eICVt t-n 35 C,fD5SP_0A(7, wR-fCV--3uK-Y1 0 050(p PNo,.IF..<<Soz�244-83c�2 8oz •�93� 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) JR) ?-qtf�S� A-O D Sty t✓t S f�(�tZ�EM T , Cu�1"i la l p � 7"5 5) CONTACT PERSON (Name, mailing address, phone and fax #) &.>`C&-'tPoa�uZ9 "Dufr,C- ter.qT (Y54bl. PNo.4E.:8(o3-o22Z PA-t-: 13463-&407 6) PROJECT STREET ADDRESS:-THOt�I 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1-7 1 S7 " 0 O 0 36 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) TL--f b) Proposed Uses on property (include description and size of each new use and existing uses to remain) UGNT MAF 4UFA�:Tb&t 4 G — /0 j o00 SQ f"f c) Total building square footage on property (proposed buildings and existing buildings to remain) (0406 SP, 0- , d) Proposed height of building (if applicable) ) J % e) Number of residential units (if applicable, new units and existing units to remain) (D f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) 9) LOT COVERAGE a) Building: Existing % Proposed % b) Overall (building, parking, outside storage, etc) Existing U % Proposed % c) Front yard (along each street) Existing O % Proposed 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) b'-0" AT mbel-a ft?Vg'[Y L e 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) ecTIOAS TO VnuI [Ies Fri RS 4!31,4 -me- R6J1E:r> H1� A1>0-W 1-- 4 Q P-'j1UPW(') Pf -- 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this maybe provided on a separate attached sheet) U M M6-P— I C.0 J O iA4 T V kft-kjL -E. 16 v N PZ-�R--T DW VE , Se . F-5V P-L► 4 cro VT 66,+0 3 13) ESTIMATED PROJECT COMPLETION DATE /V / O ? 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I V x 17") of the plans must be submitted. A sketch subdivision application fee is $125. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 �Tl Fax: Pages: �)— , including cover sheet Phone: Date: Re: , I ( ( i ` tc CC: J ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Comments- tii - Ct�trcch4cl �a -�L �Knc�iwc -der htkhQ�tu�1^KMrb . "laea� bar a Fri i�x- Pic�se ea(� �i+h �tn� ��Sfims I hereby certify that all the informatiorre ested a of this application has been submitted and is accurate to the best of my knowledge. SI A NT SIGNATURE OF PROPER Y OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: I 1 Com lete ❑ Incomplete p P lfireo—il,6f Planning & Zoning or Designee Date 3 JUL-20-2006 89:42 NEaGLEY&CHASE CONSTR 8026580349 P.02i82 i hereby certify that all the information accurate to the best of my knowledge. DATE of StTBMISSiON: this application has been submitted and is SIGNATURE OF PROPER Do not write below this line Y have reviewed this sketch plan application and find it to be: ❑ Complete ❑ Incomplete Director of Planning & Zoning or Designee Hate 3