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BATCH - Supplemental - 0370 Farrell Street
GENERAL NOTES. 1. L tllifi- shown do not purport to constitute or represent all utitisaa located upw or adjaesrg to the surveyed premises Existing utility locations are approximate only. The Contractor shall held vetfy all ushry conflicts. All discrepancies shah be reported to the Engines. The Contractor shall contact Dig Safe (SM344-7233) prior to any mostruction. 2. All existing ut lltim not'n-r-porelad into the final design shall be removed or abandoned - Indented on the plans or directed by the Engineer. 3, The Contractor shall maintain as both plans (oath ties) for all underground utilises. Those plans shell be aubrndhed to the Owner at the-rrplehon of the project. 4. The Contractor shall repanhestom all disturbed areas (on Or tiff me site) as a direct Or indeed result of the corstruc tun. 5. All grassed aaas shall be nxanti fined until full vegetation is estabsshed. g, Maintain all term outside of corahuchon limits. 7. The Contractor shalt be responsible for all work necessary for complete and operable fadFses and utifdes. g. If the building is to be spnnkleratl, backflow Prevention shalt be provided in sccrdance with AW WA M 14. The Site Contractor shall construct the water fins to two feet above the finished fluor. See mechanical plans for dear detail. g. The Contractor shall submit shop drawings for all isms and metanale imwtpormad Imo the she work. Work shall not begin on any item unit shop dmiseng aoprovm to granted. 10. In addition to the requirements set in these pans and sae lfirohmsi, fhe Contractor Shan complete the work in accordance with ail permit conditions ash any local Public Works Standards. 11. 7 he tulerance sir finish grades for all pavemard, walkways and lawn areas shah be 0,1 fear. 12. Anv dewutenng necessary for the completion of the sitewode shah be considered as part of the contract and shalt be the Contractors responsibility. 13. The Contractor shall coordinate all work within Twin Road R.O.W. with Town a dhoahes. 14. The Contractor shall istall the eutewcal and telephora services in accordance with the utility companies requirements, 15. Exismgl pavpnent and has mumps 10 be removed shall be disposed of at an apFawed off - site location. Ail pavement cum shall be made walh a pavemen saw. 18. If there are any conflicts m mconsistendos with the plans respedgtagms, thisContmtlor shall contact the Engineer for verification before work continues on the item in question. III --------- ---- — — HAhIEY — — ---- -- -- ROAD------- 1 l --------------------- —-- ------------------------------ AM RTNM- 1J_-{ I a I ❑ E774DNC PARI0N0,�1 .� I arim III � ----- rot fRANCUN '�"'°_ " -- _ — _ ADJAEEIIT PAPoONq. i - REL11L/WAMD40M " .air } r 11111 r ) I !�T\ in 1 1 1 1 1 1• All. %1L as R.1l.aW stints / as Paatara tares40 arW wow t�%ug77[ I- OC to stoolWsood Visas 'Mark -.I}, aer4� sAsssrt. ax. asV -. I 0 1 f D I I I I a GRAPHIC SCALE (IN M7 ) 1 loch — 100 R 370 rA/?9,51-L. %0L)TH BURLINGTON WATER DEPARshil N0TF9. 1- All domestic sera nsxs aM fee spnnklm-systems [tier am wnnowal m dhe public. mar sr sleet ehail ba prlrteeted with a backitow ptevmrlion auomblY. and m appropriate Therm 1 pm 'oo try stau m _oPlience a.t.S.;th the Ord' ante for the Control of Corse Co au With.(he W mar System of the Budwa v[ghenceforth the 'Back[krw Onbneace. Ime • x taws Ili' ekparmsemt for ref ai b."mv prat Uwi deviva 2. Access must be provided [n the Department for thoao curb stops and gate vitives located outside the City ROW for ri mie:cting service to delinquent acooms 1lmvadod that do, City of South Budiagfon follow (he rogwrea is act forth in Store Stettin Title 24 V.S.A. Chapter 127, Umifnrur Water cord Sewer D.—mieet. 3. Eightieth Laterite iron (Ol) ter pipe shall have nu less that it— (3) braes wedges mstall d is eaeh join. Bury depth to the ace, m n shall be six l [ (n) w the top of she pipe. 4. All hydrmsn shsll meet the rd remontaoned puifi mmn -it. hydraol flag shall be m,hod wid[ each M•dreat N>drant drains shalt ha all drays Plugged promo m msmRatwn. t No urdergrouad uWay Imes or strrwww shall bc' stalid U -n f r feet (4) from ilia comer m n ortlher side, fiom the top of the meet m dh f rash grade 'iM the azmptmn of swnu sewer mod nary sewn hoes as stared in the abos'e ref sect Speedmatiose. Trees shall rim be placed any comer main Or sennas Ime, tar Plaad wimm twmm foes 120') aC my nppunenmce, including fvc hvri ants. G. Separation ber e— the wets mum and service Ime aad —b sanitary and some w,u'cv lince shall comply with the VT" WSR requirements and the above rational Specifications. 7. The South Boone gun Way D panmmt mdiri— mates [het "API sinter Dims suit apparunaxes our locamd m the City nght-of-wsy or public gromeds shell he considered private punumrt to the odmaace .,it ott— of d. City." and, g. 'The Depwt[nent shall nor maintain m7water Imes that have not formally bent accepted by the Cory, except in-bdisrmons that are dcsaamd to Department Speer demons end arc inum" to be aexapted," it, 0. "All comer Imes and appurws— located within an area so desaguated as restricted - private by the do".per shag be considered pin-te." 10. AI this l- c private f— hydrm[a me a,—e d a SlOO per hyd-1 annual fro, s d sprinkler system, are sera tied a $30 annual fee 11. Pmr in my budding eonaimebon, the b ddmg contractor most contact this Loess eat In do— Cary requiremems for recto} aivag, meter scitangs, sod bac-Onw pmmermn. 12. The SBWD shall be eau mry future had copy plats iuvol g ,i- pmj.a fw revs-. Few. pima onus[ include decode and spociEuelions as remu[ad m the above ref�med Spcchticaam,. 13, The SBWD shall be notified prior to ba"lheg w an.pec[ mljoints, fiumgs, roam line tap, appurteasncp, water line uoaeirip, and lamift 0 ELL PARKWA Y P UD C/41 /II Applicant /Owner: F&M DEVELOPMENT COMPANY, LLC P.O. BOX 421 BURL TNGTON, VT. 05402 ------------- - --------------------'�-rr----`'------------------_'-- - M'ISBS'14', �N -- ocr i 5000 PROPOSED 20 f007 DE F ', RWA ECREATION PATH EASEMENT �NTO CITY OF SOUTH BURLINGTON 1 ❑❑ a nsN.r m. 1 N/Y N/F N/F rI N/F. NI'f N/fii xae I I l 9 �L 4 L BROOKS I NyP I M. & P. I Y. • J-WARRd1 I �I k K. JO�iNSON I E REDOINGTON ( I A BARONGK I N. OSBORNE x ' N/F INOL BB PG e0s i B. BARNEY NENNESSEY VOL. 481 P0.'Ir 6: J. KOCNIIAN 416 PSG. 840 N y0L 146 PC. 52 N� VOL it] PC. 17J VOL 410 PG. e021t G 7 a A. BOUWE A KAMAN IWL 307 PG B N/F l ' 1 i '7 1' � VOL 219 P0. 44 N. R A. MERRILL I . G and L BOUNDER I 1 "� I 303 PG .viol I M. STAOGIAN 1 L P. BROOKS I I 10'+t 44i 1 ' G LKat I~ - i IVOL 40 PG It3 I wL. 457 PG 425 . * I VOL 39 PG. is VOL 30 ►0. 320 ( Imo. Jet PG 1351 i tr.+ei a awr snnsr taeAigN L I,�BS1111'E JZONE: RESIgENTIAL 4 I _1 - _ ' _ �� ZONE: REST ENTIAL 4 I SEE' NorE 3 I F � s/e• 477,44' ZONE: —COMMERCIALi'-- ' ' I�. r - E. s`- - - I_..•___NarT1:11" _ - _ ,.1� _ ' Q i F $- 40'.85' TELECOMMUNICATION 10' UTIUTY EASEMENT ZONE: COMMERCIAL 2 533.38• saw, N T $�N/F aim SITE UTIUTY EASEMENT PROPOSED TO VERIZON F I wars. slo 4o TO VERIZON LOT 40 „ q 1 VOL 21tl P0. 491705I 'p�p"SSig $ _-� _ _� Z Syp'E� _ ,,, 0.833 ACRES 72 43 E �_ ( i r J and B. SNYDER w. Wd14 LLim Nos'3T24 c n a J BURLINGTON INDOOR TENNIS CENTER, INC. N S65'11.52"E �1 mir I______ A .N _ • AST1NG PROPERTY U E LOT 8 w 1 tA'UTIUTY 4989 7 lo. �.___ _ _�._-..____-_.. _.. ]'DO �V. 602 P. 77S + T� 1 Q ��- O'OSED. PR ERTY LINE VOL. 26D. PG. 112 1 EASEMENT TO GMP J� HEBnR r z� - --w>c6 cc-____.._ ��.�+`•'�= __ ,. _______ ti 6 N N PR a/B' /rFB.we sea, t'32'E ZONE: RESIDENTIAL 4 5'I t'S2• 11r -__ --„1 Y-_` _ VOL. 197, PG. 63 o I o 304:92 ZONE:..-CAMM AL 1 SooA ,----_______ _______-- / PROP. - EX 0 073$AC. TO LOT 9 ACRES LOCATION MAP BACON ST.--alR-uEBAa,! '� - 1. ( ) $ fl w 30.241 ACRES t, �_PROPOSED NEW LOT SIZE=4.082 ACRES I SCALE: t = 2000 feat EICTOYbbY"WWE EX. 20 FOOT WIDE 1-___' i __r____ _ ADJUSTMENT m J/B"REBAR839.83'+W 70.02' EASF?I 70 VERIZONy t0Y PG. 384N POWER SE, 280 EASEMENT 12 �`-__I _._I _' ;___ __ __ Y,i 0.073, AC. FROM ; NOTES N8511'52' r10' UnU - -_---- I' UTILITY EASEMENTWER p t - LOT 8 _TO_ LOT 9 _ 1. The purpose of this plan s to depict revised final boundaries of the O'Dell Parkway PUD. R%BAR N• P• 5 1 I I PROPOSED ; r ''.-----------., Reference a made to Reference Plans A and B. 1 I I 1 This rs'Aclon depicts 0 ( r(°q LOT 9 I Iherthe division.te of Lot 9 and Lot 3 from Lot t EASEMENT FOR 'n I This revialon further depicts the odluatment of 0.07J acres from Lot 2 to Lot B, Slo 2.180 AC. alp i. 1 y y was Performed with at slactraric total .'all- and . at" tope, u UTILITY LINES 4 I � r I 2. The bounder survey Cq I VOL. 50 PG. 481. I N j ( , I 1 I s^ 3. Bearings or* referenced to astronomic north bowel on existing man entoNan recovered along wl� N035318"E 'Q/f• WVNY 1 I TENNIS COURTS the easterly sldeltne of Farrell Street and odor ob ervations taken October 20, 1999 and N/F 49.9s' q I I I i „ r= I December 21 1994. W CH AMPU IN OIL LSO.. W_ I FlN/i ® I i I 1 I 'A I 4. Farrell Street has o 60 foot de right of way R fe once Volume 211, Peve6 237-23a. The VOL 128 PGA 1-3 1 A. k R. REM I I A. I li ht of wa 1 I I �v 9 y woo do.60 foot from ght og m ent lion and to plans s g0od "Farrell 5t.ea}° 1 VOLW" 120,P0. 31 j I I toy f W dated December 6, 1962, Sheet. 2-6, recorded In Volume 197, Pages 85-B9, i l N23 52'E S 6• I l I i , 1 I - __ 5. Shelbume Road has a 99 foot wide right of way determned by existing. monumantotion and the i I traveled portion of the read. :Reference Town of Burlington Volume 2. Page 749, ( J 4 j 6. Holley Rood nos o SO foot vita® right of Way determned by existing monunpIrtation and the 2fE 70.03' I ) I 11-•f 24 L_ ____--_____ I 9 m '11',`yr;'' 1 i a traveled portion of the road R f renCe Volume 11, Pa a 19 and Volume 11• Page 230. J o' 139.57' P.R. NAIL _ -.--- I i R.O.W. TO 7. Munic01 water service, storm sewer, sanitary sewer, telephone, electre .nd ere services ors W - N 786 2 y✓_. - -� I I i BURLINGTON INDOOR. Q 9 °i �- 181.54' TENNIS CENTER. INC.PILKIL4 " _ _ -5'i t"77"E \ available otthe lot Imes of IhieParcel ham lne point of or gin through publlO right Pf ways or 5 'REBARSO F00T WADE I II2' PROPOSED 15 700T WIDE - Y recorded easements r W/F THOMAS FAMILY TRUST, ET AL� ;u \ 8. Nat within the scope of the survey there h not been undertaken an Inveml ntlan wnataoever I"A ACCESS EASEMENT 1 o LOT .p SIDEWALK EASEMENT wiN roe Y 9 nl i 0.423 ACRES '9 N17-18'54•'W TO DEVELOPMENT ASSOCIATION ."rue a' pact to whether the property and' each. component there of to in Compliance with locd TO CHAMPLAIN OIL CO., INC. i- w :EX. LOT SIZE = N 1 H ! or State Dorm is VOL. 126 PGS. 1-3 islN alp. 4159' � do 7.439 ACRES \ �.1 R-57.0' I-u 2.5 "EASTWOOD COMMONS" N`°B (fJ r 9. These properties to Rhin the Commercial 1 and 2, Con.ervotion d Open Space Zoning Districts I IOIVIE .6 IE. VOI. 518 PGS 83 & 85 Sim W LOT SIZE _ Q W and Rea den tiai 4 Z I g Orstrkt (50 atop of land to HadlsY Road)Nia'S3'22"E _ y p g and mowingThey are to be E PLAN VOL. 49 PG 29 PROPOSED 20 FOOT WIDE \ =4 7 V'4y1. i 10. Existing 1" iro Pp ere found dsturbed b snow' lowln 4.498 ACRES �In LOT rL sz9z' i RECREATION PATH EASEMENT \ \ i1. W.W �i$ R-1402.69' ' Placed by 5/e b rs to be set. AVE. � Y � 1. There is on easement to ..tend and maintain highway p w w /�1r• '. I i TO CITY OF SOUTH BURUNGiYMi �. ( 2.� , LOT SIZE = t2.203. ACRES -37 I gnway er ea and embankments in this area. i S86'17'4 'E i H73'22'a0' W i� 0 Rife ante Volume 794, Pages 199-207 and State of Vermont Highway Project Burlington r gas 7B. w -� 1 i M(s000)1, sheet aP a _--___..__ L$7 _rd4__ ____________i. I , 19924 , - R=228.5' U:U 1 SEE REF. PLAT B N28'}7n^E '�. z. Tnw Thomoe rruat areal is benefited by easements for greas and eg ess, parking, utilities, \ ®i budding canopies and maintenance. Reference Volume 50 page 48/ and o map entitled "Plan W (Z /3 21.98 ,w O ' and Land Easement., 518 Shelburne Street, South. Burlington, Vermont, Thomas A. Farrell, Owner", II.I 86'11'27`WHS mow; 1 1 ` O dated October 24,. 1959 recorded in Volume 49 page 29. 44.80' ?ye, 232.55' - - - 244.fi7' - - 1. 80158' _ N�N .`b 574'S,•58"E N72'S9.15"E ,y I 13. This portion of Bacon Stroet will be subject to an ircavoaable. offer o/ dedication to the m0 d•P O>„ N85'S5'10"W SS7.B7' SB5Yi_8�'1 G"E N85'5510"W _ _ _ y- 58.86' 62.29' G'tY of South Eludingt O LOT 7 @9�. es.9z F ARRELL STREET s73zz'ao"E R-1s3s' R=asso' = aan. COMMON LAND r: 'w R-150• 74.ae' i3 S60. R=171.5' Y t0.160 AC 510'.50 '3 �N8S55.10"W N85'55'10'W N85'55'10"W ICI N6 8F -^ ?�'.$- "yeB -- f�/2_R£eaa .. �J O O REBAR �J / 'PLAN REFERENTS I- IRON rIPE 216.36' 283.46lIu.- 13'eb.67 157.07' _ ry W f I LOT 6 IO I --.-5 5 10"E- - '' A. 'FINAL PLAT - O'DELL PARKWAY PUD". , prepared by Civil Engineering Associates, Inc 'vim a I I COMMON LAND B,.,SOyI" 159.03• I dated July 2000. last revised 9/19/2002. Recorded South Burlington Land Record.. ±0.392 ACRE .l '90' w 1D NEW FARRELL STREET ; I 8. "Boundary AdNstment Between Lot 1 and Lot 2 - O'Dell PPrkway PUD'•, prepared by Civil N65.54'16"W - P.O.W. , Engineering A ... ciatea, Inc.. doted 4/23/2004. Recorded In South euritnglon Land Record.. I. 248.39' N85'S5'70"W _ ^ I 0. "Plot of Survey Seawo Shopping Cent' Corporation prepared by I'\ I N73K2'4 "W - _ / Y ' Y 9 P ation and Thomas A Farrell", 73.i8' 159.03' m ti John Marsh, dal d 6/4J81 last revised 10J22/01. Reference Volume 173, page 73. N/F HEATHCOTE ASSOCIATES; LP i I j R.O.W. w FAQ OF R 166s' ` "/?> c -7 77 I N7524'14"W �Hy �• I D. "Factor Gullet Cent Site Surve Sheibume Road" prepared by F. C. Koemer, dated 585'S416 E i I ( I I LOT 3, LOT 4 & LOT. 5 84.50• \6' �S�>. August y1982 Reference Volume 173, page 51. Dr 16se' I I I SEE' REF. PLAT A I I R-231 6' �>>\'�4. o 9 D 9 VOL, 211, PG. 56 I i N62'51'45"W I I - '9e> y. E. "Touchdown Pro e U I 16 37' / p r to - Plan of Land to be acquired from Gardenway Incorporated, prepared I VOL. 217, PG. 1R=231.5, by F. C. Koerner, dated November 1955 Reference Volume 200, page 18 7 F, "Lands of Heothcot. Associates - Property Plot', dated 6/2/95 Reference Velum. 365, page 112. prepared by Lamoureux,. Slone, and O'Leary, $I Ii I "85 FARRELL `:" 1'," �"` J G. 'state of Vermont HighwayLoProtect Burington M(5000)1" plans dated 12/13J62. mad I.the I 1'a City of South Burlington Land Racorda. hhI l i ! LOT 3 I �# ' -Ji}� -� f4.449 ACRES I jff R.O.W. THROUGH III I LOT 3 IN FAVOR OF I I W V/ / r 27.ee LOT 4 k LOT 5 LEGEND 24!it o f PROPERTY LINE a'Iu Itl IL j I If--5' SIDEWALK EASEMENT j I O -- _ -- - TIE LINE A I 1; i I TO LOT 5 � r� EASEMENT 1._.t_, Q I�4T JUL RIGHT OF WAY r PP, '0 �l - t LL olg Y ___ _� j j, �.1�,_._ _ _._._ ._ - _.-._.� I - '� �5'�56't0"E gQ�Qin �. �a .-.. -- ZONING DISTRICT LINE i 1 m-,�._...._ 180 30 r - sagss'1o"E ��- _ I �' 5���a �'� Of - -� REBAR 'A"----x--x-z- FENCE 6 0' DRAINAGE 31fi.44' 26' o ` ry $ r Z �, SO. I SEMENT I I N N04TJ5'44"E I�o m y IRON PIPE/REBAR FOUND / J _i 6 26' I A I I R O.W. THROUGH f/ 4w f s 1 i I 1 UIU 5' SIDEWALK EASEMENT LOT 4 IN FAVOR OF i 'v n 32 n MONUMENT FOUND THROUGH LOTS 3 h 4 LOT J &LOT 5 I NTD� 82 LOT 5 m 1D h 0 UI� I I 70 LOTS j �i �' ti I O MONUMENT TO BE SET r I"6 COMMON LAND' s� U U N-CITY'S EDGE" /'•'- -' REBAR GRAPHIC SCALE ® 5 8' REBAR W SURVEY MARKER I L!. c t1.786 ACRES ����•� / / �.--.. i i -..- f LOT 4 / TO BE SET ? t1.601 ACRES /r J % ' E. 4 I/I i L� G 'L- CALCULATED POINT ELECTRICAL EASEMENTfill /✓/ 1N FaEf) POWER POLE 1 1 , yq E ;� MERCIPL_z ppE SPP -G �j°i26? t than = ft.j�o"0 66 NE. C� 110N & E ,� Y lx Stg' Z� CON$ERVP - '_ z =- :€ W a WATER & NATURAL REVISED FINAL PLAT L ; N78'40'40 E �� _ --' r� � „ON. GAS EASEMENT O'DELL PARKWAY Qio Ir i 53.60' i = J l ~- •" W --^'. To the best of my knowledge & belief this &. --) i _ _ _ -- E=,;��-�'-I, yr--'� plat properly depicts the results of a survey PUD Q _ SG4TJ7'17"W zl yl i W 6\•t6 g• conducted u d.r my s P-ision as outlined in a v - -- - �_-I " '"- the notes above based on our anal SOUTH BURLINGTON VERMONT Z sy 2.52' t ix�„wi� 401. STAT� OF VERMONT HIGHWAY PROJECT analysis of Date Ch'k'd Revision d7 90 E records A, physical evidence found Existing ,BS _T �' __ - --- BURLINGTON PROJECT M(5000)1 RAMP C boundaries shown era m wbawnual Drawn by ACL Date JUNE 20, 2005 SHEET '5/8-REBAR S0' CONSERVATiW1 N87'24'35"W E ' boundari s sho n the regard. r CIVIL EAISItNEEdN1l. A S G�IA\1_i. INC. N8J• Be OPEN SPACE DISTRICT 17.58, 1 '4 '3 9 VOL 48. PGS. 429-431 Checked b iR� Scale i` = 60' 's0'S1" I 4,63' '(E 18 VOL. 48. PGS. 467-478 y P.O BOX485 SHELBtIRNE V7 05482 "� Q a8,56. w 5/8' REBAR N87 4• "W_,f„ - REBAR Mom' .r�•RSj A VOL. 194• PGS. 199-200 am vas a:va f A> �_. ,. _. i, i moil: ceu-.rtcorn N 1A' Timothy R. Cowan VT. L.S. 597 Approved by TRC Project No. 99101 LJLJLJLJ 00 OJOLJa .. SITE ENGINEER: �; I I I IL and L eR00K9I I'. I Y.and d wN� I ; k.md K JONN-1 I E REDMNGTp! I I A 9ARO��NN I I N. O>�diNE I� j t7 I I 1 1 I I I I& 9DAHEY WNHEIMEY I I IF.aw d NaatYANI I I G and L BOIFNDOI I I I I1 I I A DOUCHE d NAHAN N.aM A YERRILL' G Calf y'( -' I cm @Id'�ll] ABBOCfAIM or -- I I t _ Y. arAaaAN I i I L p, pfoDNs I I - _ . , , - I II I I 1 I aw wv.o srr slim Anon TEL 802-985-2333 SCA �F v�o- a=.* S"rI - 1 --_L- L..----_i FAX &}2-9®52277 �r Il-----_- s=�c _,_.'_`"_:_='=_3 ICI. vt warE tilt -a -_�-�_== -�--��_- r IJOY uua F,knrr+ d d,d&smER Ji I��_1I6_ —a-- _=�L==-v�_cS / '-,�' - ilk - �+ , l__ �_-- — _ _ �s N J' SAV �, � . 1 1. l BPCHutDlxo --� -- - -- -'-•—' %-�'r,__ "� / NO, I 1 1 i mr. aw„ v I• TWIN OAKS HEALTH AND�FI S =-x�__ _ f- _ v�, LOCATION MAP 4 - --- N+ :aW.m...=..•�,y s-.'"r'--' �- -�' -V_ / /�,/, I 1 $Av - - --3 '" SCALE: 1 .� 2000 feet - -- -- ------ " 1 veoJacT: o /C - <_ __ _ v / �f/ 4 / 'EXISTING ' ,�; 9 T N ` �t � X ; - N / -----` 0 DELL PARKWAY I k., � ! ;' i �} T7 n i TTrn?rrn'Tr� ( I P.U.D. �I �� r TENNIS COURTS . i 1 l I i 1 LJ 11 1 1 1 1 1 1 1 1 1 ---I' 1 I I 1 CNL CO(, I. / I / I I I \ 1 ��`<' ?; _ .I. y 9G'+rtT I I I EXISTING PARKING - Fl1RRELT, STREET `t I �`-r ,...\- ,-1 �. i v _� lI� �� ����������� SOUTH BURTINGTON TV STUDIO ,w-A ! 1 I f I_I I I I I I l I 1 1 I I I j (_ I V1. I ti maR Ir 7 wmY I f I i 1 I i I 1 I I I I' i� ! _�9 VERMONT ! .�� .. L:"_�____-_ a � -�- - __ i�i �-i Li_-i- i '1Lu.---� 1 s" //j GEN0 IP------- -i- _� / i E)"TI GCONTOUR I r �' •%, 1 S I I I -r�w s , t-O-- =_�- V_ -._ - M I: • I E4L --tee--— PROPOSED CONTOUR PROrotTY LINE (APPRWYA _ EASEMENT LINE -r77v 77� 'T'n 0 IRON PIN CR+c MON. —ss--- cRAHSE n LINE — IN — WATER LINE _ —. __ - owavAD EtECTr6c f 89 RESIpENTIAL UNITS 1/ I lNn / I _ i !! /[ �11— / _ n±-r _ _ _�. ,�;� �_� _ / Y aAca s„• \ . , - - .. / % ` Y / r ,'tet ——_$T--_ STEW DRAM RR F.F.F F IPe 9A^PYENT _ u - - - unutxuxouno ru.ci II - - ` r t0 TINE BER P�1fi 8 ---- '� ! {ILI 1 I /// :. ... ,- -`_ T - - - TFSFPNONE UNE T.`,��� "'.5 � � .\ !(//f _— I Y�._ II —G_.--CAS LINE —�•"I `: r �. — \ i •- --• .� ! Ir. �1 �`i % _ I 7__. F.. ® MANHOLE I V - `A - 1 r J ) r 1 I CI l °l /i i_.----- ' T( HYDRANT T1 I p - _ _ r i� ii � ri � I � — }� , �I \ ,..� .e POWER POLE `�l c -- 111Ii 40 'Reeldantial Unl �.�.,' _ 1 yl.- / 1 I II I"I- �.216 ! /I I!�'+. --! ,// 1 _. SIGN O)LVERT l w/ 33 Parking Under %, 40 Realdential Unite% f T I _0 IV , �� �s //., i r-!I I _ j \ • EDGE+ RASH / I i 1 I I �•Yw,-.-ri-r. mce as exus+/Yvaos ��LLLLtt �//T.! fTR. FF'21tY 0" 1At ! H A CO OCIA ES, 4111 �6-� � "�r,F5:206 0�// 1 tli I r14 I �61rtf�1 I II S� - G ous,� --- ,!IIII ; , '� . •, — il► / , 0 CONIFEROUS TREE IM 'If If III III III Ir 11 U' 1 g&',f'(,_',��I jlllll�� n. i ' / n BLENO 'S m6.6 as. r 216 r ' I 1 I 1 r I IY I I I II - LIGHT troy _. V ' I I I IJ I I i`L AANN00.kkt6_ ` I 0u4 FOR aEa:PAID ` WEnum A I . -la TIME MACH Izowuc DISTRICT 1111+n dentlp IfIII�I h �/ w/ 33.Pgrktn§. Me PAIN V !lilt! III ��� w/ 33 Parking Under I , III 1 \ v v an c� avMMoN Iltill yp >, / %//i I I A 1 v A 1!' 5--AGL 'AV W 1 - OM FOR RID IIIII) ^ �` � � -- — — _ — — /—216-�? -. ! � ! / ). � \I t, \ \ I ✓/'f e-17ir-W Aa AD= v AWm GO9D t1EN llw oAKs , 1tjl it 5 f _ - illlil 1 / . -_ _-k----__-it5 '�' - 1A-7 IIIIII / � y� ! � � � I 1 I / I Ij� IDEA®8��'N,'I/��,'I' --_3— — f ,pE . u I I I I r sra:r TUG {ass 1;� i w' V I {� 2� 8 6- %,// //% ,r. // /�-' '.�1• IIII HIM NOIE U� 200� _ r NV. *19r.6 N AOOMMAMIX YRN WMKIN zmi I EXISTING. nE a�T RRAGwG nuT CONDITION a ITpoND1FDG91 NET . _ , //r ,,; - _ .-•; , � j l Il � � fiAlt camtlucGlRL �f J le PLAN _k< �r GRAPHIC SCALE Den Dw.vtG Nv�m (IN . 90 ft. -1 t ArtoARo raT � OVAAE. :ENCE iO -- �„r -r'G` �� vcuox 6tEw.non Rm inch FIi6J T W FE I I SITE ENGINEER: ,L. and L. BROOKS, I M. and P. I M.and J. WARREN! I f,I I I IE.and K. JOHNSONI I I HENNESSEY BA i I I F.and J. KOCHMAN i UIuRE 8' WIDE BIT. CIONC IEC. PATH E. R , J. AN A. BOUCHE I I M. STACKMAN ( I L. P. , BROOKS ( I I JIF i N.and A. MERRILL I H �S-VM M- 802-90-2323 FAX 802-M-2271 LOT 10 n:Kr, C Mom' I I WO 0.83 ACRES 11 I I I I 8AV PPRoveu a a F„TP` L I I I I J. and B. SNYDER - SAV EASI t TII NEW CONC. CURB CONTRACT ON ��� CONTRACTRACT PAVING VMITS_: ,— - -� i/� PROJECT: 22 43 /RE RECREAl101V PATH ��' / 'SUTUr-------------- I %� /j/% p'DEL,L PARKWAY PCH P.U.D. BUILDING—`� v SE uR I T FARRELL STREET / SOUTH BURLINGTON _ — — CURB 1 VERMONT ----------_- 12 I ANDICAP RAM TREET---- 1 1 % %END ----- m 12 i o snec coH OUR 6 Cl 9 1 I RELOCATE NEW ADDITION ( aM PMR05M OmTwR TAB SHED /, i — - - __ PROPERTY UNE (APPRMMATE P93 I RPP p Ir------------ --- -- ------ "SEWMTURE QE a ; , II 0 IRON Pw ca C. I NOR. � -SS--- GRA,Ift TENNIS COUR -w--- WA"RuNE I� 1 1 13 I ;///�j/ � ����//�� f--I II Q � —of--- o�Rt�Ao �,Ecmrc 1 i / I, ( 4s • \ j/C\ //.�. ST- - - $TORS Mu '' ®—UE---- UNomwouNo EEccrtac I13 I /ii/j �� ,i / Iv* '. II {/. E D —.T -- TELEPrrwNE UNE � JUL---.c --- 1 111��i DUMPSTER ANTENNA iXiNQ II J IA. and R. REYE EX TV STUDIO MMHME � '� Gr'��J� ax NwRANT I 011 I I I ��� , I C;�, — — 1s a ��6.-OOQ— SF l st FLR F F 217 0 / - 11 Of So. POWER POLE CONCRETE PAD �r i ° � � 1---------- 8(!t*//h saT LOWER F F 211 8 -------------�}------ _ «wcRT LOADING UNLOADING /,/�� �/ , ; /% AREA i///,. ' ' l0T 9 . CATa+ BASH 7 23 r v Yr �wr EDW or a wwwoms DEODUOUS 1-8 AQUA_TREE CO/woos TREE LIGIT POLE Cnd N w II I 1 i IL JL-I-L SITE ENGINEER: ❑0 I I I I I I i Lfr�r-�=3 LJLJ OO I I �L ■W L BROdfSI I AL and P. I I M.ana J. WAWENI I i i �.u,d K. JOHNrj E. REDDINGTTkN I I w BARDW(X I I N. OBBOg11E I I N� I I I I B. BAlsffv I NQIE9IEY I I IF.ane J. Kodwlwl I l� k'-"�`a tWikWa ■r. ' t - J L l l I A. sOtK,1E ' J. KANAN I I (Nana A. AIERREL G. and L BOtfHDER I F.wkTe, PI,oFGt _ SHEIBURNE• VERMON F _ iI I I I M. STAdfMAN I I L P. eR00f8 G tM( F 1 :ice_ A M �' I 1 eert R11@T LaWIKW SCAR k = _ L _I_ 1 _ I _ I_ _ - - 1 I I FAXTEI- 802--985-2323 - II -- I - - - 1-- - - I I I'i ,sk, FAX 802-985-227T Lor To I 1 AWN F I I o.uACRES I I 1 wvmFwWtwr J. B. SNTf>ER w. watt: I JOYACL arW 1 aIMIIE Pxnitto _ R>_ ,. 1 1 SAv 3 I TWIN OAKS HEALTH AND FITNESS. 8AVAD oNu£f' n I I �— --- ----LOCAl10N MAP n�1 BACON STREET - I 1 .� � -'. ; .. SCALE: 1 m 2000 feet PROJECT: � i 1 r II� 5k _ _ _-- + I A' NElVA001TION(13a'A20'(7mpr;)) NEJ+ 1 1 IIIIIIII(- _._.. I I I I I I I I I EXISTING ENTRANCE A4PmaI I 2 ..� ) I 0 DELL PARKWAY , s _ _ (1BBO BF TENNIS COURTS P.U.D. f I I I11 GHAMPLAIN I I I F 1 }�{. {{ ., t - �? C= �� _ T MOIL CO, INC I® 1 EXISTING PARKING - I FARRELL STREET I.. _ _ I i I I �li w Na A. ona R. �vE 011^�O1 TV SOUTH BURLINGTON t I L I I I I I I I I (I U - "Go sF:..I I - . ' gar Q i �c UI -1 j I E . VERMONT j0eOlE PAO LO FLR. F.F. - Y 0. a aOt 9 y' ^T ¢ _..- - - - - '.I SCERNX ! I I I I 1 II _ _ MenAon?� ACVA-_ _ _..... _--_ __---_1:.__I_. I 1 I a LOVER F.F. 211'-B• I rz J IIIa1',. l� ^_. -- -- __ - _ L�J_L.IJ-_._,I t BEN FRANKLIN E asTwc CONTOUR _ _ _ LE(�IVD EXISTING'. BLOG: W -... +me°'µ° . 1 I -_-y 6- _a. w -176 PROPOSED CONTOUR ---- ADJACENT PARKING. - OFFICE P�Ju O��i.ro.A�r�wrA� """' ! I I --- _ — _, HOME A- - RETAIL/WAREHOUSE - maces UNDER " 1 1 - - _ - _ - PROPERTY LINE (APPROXIMATE 1 ° RETAIL /at F1N PF: 217-0EASEMENT LINE 4V€ U ---Ir-------; 0 KakPIN BASEUEN'r-6• o I V> l _ _ . _•_•_"-'-t r-'-'-' . _ /AEKAE i �--) U t 6 n I ■ EwNc NON. ` r Z " ^ / -� ---•1 f•"�. .. '-� 1 r —SS--- GRAwr SEWER UNE \ I ? I T __ — oWe - WATER LINE --'__ E4 E TRESa AE 9DEN NITS -- S'u, LFM- FF. Y-0• BASNFF212-0" � M. E OELEcFmlaECc1NDERGROUNID WC 1O ar[ BE PAY"T--- TEIEPHONE LiNE G--- GAS LINE „� TENo ,u 1 , ,,�a$- F( � 5 — f I � { 1 � ■NTA",w PAYER EKE A OR f l�� X.f' J4 SHUT-OFF POWER POLE I - I EX. 40 Residential Units t _ f I-,wjAe■w 33 Parking Under - i EX. 40 Residential Units W/ — _ CULVERT TSI FUt F.F. 2,9-0'-, w 33 Parkin Under ■ CATCH BASK I r.-vwvww. EDGE u- BRUSHAVOOOS &ASEMENT F.F. 20E'-o' l.t rut. F.F. 2118'-0' _ HEATiiC07E ASSOCIA SE I - - BASEMENT F.r. zoe-o -0 I �-DECIDUOUS TREE VAN ACCf'.SSIBLE.� _ _BITE: HACK I L / CONEEROUS TREE ! I ;r NANENCAP aANNmc a �- J M "` RECESS cue Fan ex¢ PAm i --- __ I wEl ANO _..ii e e _ ._ ' � ■Y BUCE RACK esen 1 ^•^ EX. 40 Ridtial Units. n rrunrmass `_.. ter=. ., I LLL----_ ! ZONING am srr - w 33 Parkin Under _ I 9 _ - ] EX 40 Resldential Units I BAS tt RR6-T FF.FFz,0�2-0' W Parki.nq „ Under t / - ! (E+ oM-1 B,F" // 901 PAH 1 t LR. n0 BASEMENT F2(W-'O• I 4 a-e2n0- cAxCeLc/KSxAEV REYo RETUNK RNl;u_vt®. oSNMWOA wiw f ENfY16AlRE _ 129-ACLjSAV R[YD FASnpaD BOG V o p , RE91m l _ _ � 1 y,��y� B-N- A0./SAV AWE A BENI SEWN! PNNWG LOT - / I FA7■7iir $4- V REYSD 9$ MO WIES -REaN NEW PAVFWa1T S-R-Ie ACL/SAV PLW U —� �sl s27ACL YO V MMSTE KM Mm U11UNS 50 .46..�._ _.1._ ®e•4''tlPkVPI'i .—. _-__.-__. J P BoskalbaN V REYSD 97E PVN MO UTNJtES i 0 / REvffn Ex. wRaa NeaRwTNN STORY BUILDING CJTYS EDGE) �: f 1 eFFA p�1 4 ,_/ . 60rPKP� UNITS I 9I5-0AarV REMF91F RNAND UIUTBS T PARKING SSAUNDER at FlR_F.F. 21W-S'� GARAGE F.F. 200'-e_ a, — e ` ... I V RALL // -. . I I t ,-1--- _ _ ..--� snlwL,+, �cnu THwrnrN ,Ne cu o■,wcr muu ff SkIp WITH 0,5 PLAN - — - are• I HI RA.kfW N+MLaR i \ � O 11-18-96 ___ p a p GRAPHIC .-.__. �a �" t, ,..�� --T rciurt aMktUwPE Fe �ro ��.. ll - Ia�uwr e�A„a+m, -h T's00) �' 1 knCh K1 It j 032M I I SITE ENGINEER: ' I I I — I 'L. and L. BROOKS, I M. and P. I I I .an. NI I I M.and J. WARRENEd K. JOHNSO , , I, I E. I I B. BARNEY I HENNESSEY I I I i i I FUTURE 8 WIDE BR. doNc. lik F.and J. KOCHMANJ I REC. PATH J. KAHAN cave_ AseDmTsmwm A. BOUCHE I I �N.and A. MERRILL M. 5TACKMAN L. P. BROOKS I I 5111]-Bl11tNE, \1xlAorlr TFi. 802-985-2323 1 I I I I I FAX 802-A85-2271 1 I II I I I I i( I I ACL 77 1 I1 --- ---- -----=C--�=- _/_-__-------- - '/ I 1 RIM=2t7_Bc,an _ __ a = fit$ - -=�t-- - _ 1 I INV. 1H1Ta212.Q �/ $At/ A a _ I I0 + .I rlllr(( =L1�- KK=11f �-- ___==-_--,�'tlL�K=-==_� �\ I �t '_- -= .•+'' -- �` W. WOLFE III I %=---_ ---_�- _ - _ _ --==I-=_- J- ==Lte ---qua J. and B. SNYDER I Illlil�l` _2Jfl==--� - 72'--- Z_-- SAV _ _ _ _ RID PROJECT: I I `I 11A I I 'i I I '17 ! '11 1 T7 e 22 13 �, Lj CREATION P �' I• / Y r0. 7 0 DELL PARKWAY PCH I �,- -\\ �`\ `<; •� IN V ekffi•E• :0 t P.U.D. BUILDING N W C 152 ` / 22o T FARRELL STREET SOUTH BURLINGTON - - - - - - 1 o x \ VERMONT 12 TREATLORD 0487ING caN1a>re i 1 O1�% ! • — --- — — PIFOP09RD CONTOUR 1 i 12 / ♦ '1'1 _ r� I ` ' NEW - - — Pamem � (Arvaowu H1 1�AL> o D W ADDITION „ EASEMENT L� / I e 0 0" \\ I i T — �INV I 45 cNEW CB I` — --———o RICH PIN I _ 13 \ I ----- --� \ a (N)=2G . AL.>M. RIM-a11S1 NEW t� N N $ v .\ <,/ NEW -CB *44A - / IN IN (Ea2050 SI 1 PLY, w l 208 ° CCNCLION \) 1 ( I / \ �' i INV. GUTm 04.45 ' Ii )- I INV. CUT 211.2 SS--- OMNPi SEWR LINE I I of \\ \`\ NU,d,�, 0.82 f _ �_. - + °,-- Rws '--N£W CB OU�r.2(xS,Go I,.` I —w--- WATER � / - �. ` / I 7�¢ i RF. y �irNiv arf35 1 �� 1 II TENNIS COUR --- a�AO FucTw 1 - I I i H 206.4 _..%h —ST--- - saw DRAT+ 1 I _17741// 1 l \\ ! T 1 1 ROOF ii 6" PERF. HDPE —UE--- IIF■Ell■IOIWG E]ECTRC f / .. / / II -�- B •s T — — — 7ELEPNONE LINE // \ 1 FOOTING DRAIN 13 t \ I TYfz. 3 PLACE- 12" HDPE CULVERT C--- GAS LINE I� �/ I ` 0 qE / .d: .--- 14EW CONC. CU � � _ INV. IN=276.2 R VED 212.1 ANTENNA = ZI II INV. OUT=216.1 0 MANHOLE X I, DdMPSTER EX. TV STUDIO CONC. H ,' ` x HYDRANT f" cn R�• x IA. gDd'R. REYES; I WVNY I W/8' WIDE U F- ��i� W/ STONE HEADWALL I i i _ 6EWALK_ _ , , , ,o . \ - y40 _ SHUT-OFF � lT`� • U Z I : r CB $28B I: tt' ,;= _ ., : RI1 27 8 17 „�.: I - RIM-218.0 n PCwm PC" rS 2 1TH I I I I I I I12� - -�- 6,OQ0_ SF IMV, rN.. 03.75 - -r W ro � INV.=202.9 r �oN r i 1st FLR. F.F. 217 -0' INV. OU =203.70 Q o, - o < CONCRETE PAD ti ' 1 Rr I H Z CATCH �" EX. MH REPLACE / I ;LOWER F F. 211 S e" STU z �'cN.l �r _ _ - - - - EDGE OF RIM=�reL� vERtr Y_ .. LPADJNGAJNLOADD / /% f I p W I m r m eHus+/waoos -IN T- FIELD VERIFY AREA - , •� \ _ p �� - �, , I O ❑ Z ILL Q. I '4" - - .. LAORT POLE -' - NEW- DMH kfi 7 s . , O _ _ _ , 3' _ I .. ,, .1 L.) ' Iu_ (D - WEIlANO RIM=212.0 - , - LU YJ 7 8� / J IL INV.=206.29/�5q NVN W C 41 - x <I -- OWERAGH I� r 1 r }�llP —� r 7. -- �� ply w` �, 2129 OU-NI E-DANiVI iNl; _- ? I ;'I i i �.-� 1H' SST Coartvard"" t _=w i I W D. 1 � \\ /iTl~ N W PrAmar' / IyKI�?SUL tv r I r1,\r\II�v. - a � ,..,> r.I INV. - a ry Of1C,E RERF AIL Srf` / IWAREHOUSE 9 9 --- - I Fy yJ / H, I 8.0 CB #,37 1 aO V I as v WTI= F - %0 FOR W / I 11 I st- FLR "- F F '2/� ' '"'`.(O,--- - 10 /�1- RETAIL -R u INV. R zeBl}s ' r�• / j q� BASEMENT F.F. 20"7` '� \\r bt�l v v7ewH,Foumra r 10 2t3 l . , ': INV, OUT .20.5.6, • s n KWSED WE KM No UMOES r• u' _ '- - .__� q_ -__..- f`\ Afl SA EE7HD 977d�093706'F 4 -:. < - - - - - - 2E77 - _. ^ FIR7- 5 AQAAV KW O SIF PLAN No UNCLES 6...1f :,o, - K'''°•'n' _ >a as A v PFsv Fx WFRGk ItOW aN YY l A , .S•. .-.= _- _ E —C A 5 / tH`-1 `�— / /' ` / I ■ ..'. • z , ,9i-i, _ . I R-,b-M AQ. R REVY6 SR Hp1N NO UNITES RIM- 2 1 96 �- d I 1 M- 11. 9 4 - ,- -+ �r,,�. -•► '.NV.=208.0 ...INu� 208.2 / �+' I NEW-C ��- ;' , _ • e` "'v '"` \ I ? -► , ■ Lx cry �s5 I �, � ,RS _ . - _ 2 RIM-2'3.8 -- zts-n' ,vz - I I -;� RIM=214.6 1 f1' m-I i _ i-i ■ 7 91 .5 1 NV=2 i 2 INV.=2U9.0 tr \\w I I I +; \ - - - EA�'i/C�D I - _ _ yj PHASE � /� -S - - - - FX C9 (j53 ST— �l �kS21 9Ti - 2-CB� i'12 �7s\ 3 m f fl- /1SE If T9 7'0 _ c RIM=212.14 �0 ti ��1Cr� .!L II✓1f� 7t0 l � 8+00 114.37 pC-214.30 •.\ y��,n, -�, GRADING r .E- - I- -- - -� ---I- -. -i-r- M U8.2+J--+27.7 - \ / _ 7 "BAC(iN 27S � 2 S -�, � 9t00 � � � pp ��y pp/�� C08 s �- -ti-- fl/'1IN/iVl� i�iF7,, -,. i ■ — -.. -`X- B ►r33 5 /� /� \ i\\ W Py... =215.a -� ` RIM _ DRAINAGE r� .. _ EW SIGN f _ 21 2, �� �_ ry , H U �] -- ---- --- ----- O i�o• I �----------- \ NiN 2.3 BLS l _�. sxAu P$ SC -/ ACCE S 5, �+ � _ �.1 I ,� U i Dis ay \ ( �--- FX. p', . ,m ', � �, y� �y ----- "9 RIM 414. �ry �i 274 J \ \,_ _LOCO, II'�" ... g- (NE ) 217- Dis la--216-- 1 So / D ? ---•._¢ SITE ENGINEER: 1L. and L. BROOKS, M. and P. I I Wand J. WARREN 1E.and K. JOHNSONI I E. E 1 FUTURE 8' WIDE BIT. CIONC. B. BARNEY ffNNESSEY I F.and J. KOCHMANI REC. PATH 5\_ A. BOUCHE J. KAHAN M. STACKMAN L. P_ BROOKS Wand A. MERRILL CM- ENM =7111M W_ SHUBURNE, YER11110"T M. 802-985--2323 FAX 802-98&-2271 7 oF AM -- - - - - - - - - - - - - - -IrrJRIM-217.5 INV. OUT=212.0, M-m SAV --- --- --- -- -217� NEW-4114 #0 ,..o W WOLFEIII7� 12� 12 RIM-2 . 15.4± --s L;222-=� INV. IN, (8')-2D7.3± J. and B. SNYDER -- ----- z = z:= � - _-_2 4- SAV 80POORGE vg!�E: Z INV. IN (SERVICE FROM PROJECT: AN OAK-5:k 2072± V VEII R �W� IN O'DELL PARKWAY Tt#ttlf FT71 V INV, PCH I q . - -, IN GUT-204. P.U.D. BUILDING & T\A EX MH ��4-2 .5 FARRELL STREET I _I 1 3 SEWER' IN 2 SOUTH BURLINGTON 2 l 7� RIM* =209.137 ly I I .7 D INST ,7 CURB, VERMONT '0 X SDR 35 PVC IF _Z NTH CLEAN-9UT E 17 -w- Nop w4k _F_ W �TRELT Ssi----�t AOD T R111\ 7 T GF;b aturnmS, CONTOUR rEL,CA 21"..- bRAIN - )x_ NF(F 2 336-- - - PRWQSM CONTOUR NEW ADD IT EASEMENT LOM z CB #4 OR vtu 6 )=204.5 CB -------- ------- 0 P TU NiNG ION - Plimmem L&E (APPRoxluATE Q�X_ 13 MILIF CIS I -205.0 i RIWI-216.� CONIC. Mcft V. INV. OUT-211.2 'MDE 55-- CRAMTY SEWER LINE N -CB 44A INV. OU D4.45 INV. IN # I R 0.8/ _SII INV. OU 205.55 li� WATER UNE f I4EW CS --LELEC ARON V -211 rmc INV. IN (S-).4206.4 -S, U NV, OUT-2091,7 CONDUITS _-UE: ELECTRIC T UM NEW ELECTRICAL TENNIS COUR _O�A:F 8'x12' CONC. CHILLER PAD ROOF 0 4 - PIPES FROM BLDG. -6* PERF. HOPE BLDG�- LLL 1, TO DRAIN TO CHILLER T UNE 13 Typ 3 PLACE' 0_ EX. 12* HOPE CULVERT 6" SEWER SERVICE Ap 0 NEW CONC CU -, Z SDR 35 PVC rINV -210.2 212.1, IN,: IN ONC. OUT-216.1 RE QVIED X 1, EX. TV STUDIO ANTENNA CURB INVERT 0 BLDG.-212.0 0" I 1 11 1 - W/_ff- WIRE- U) W/ STONE HEADWALL ---------- z S) IA. gDd'R. REYE� � j (TYP. 6 PLACE WVNY 0 - EWALK___ 1 0 Z Z 16 EW-MH f7 I : I i� CB #28B F M-2 8 MH RIM-218.6 RIM-2116.0 POLE I12[ V. -16,000-S 18 IN 14� .15 2 _j W INV. IN- 208.3 INV.-202.9 4,v DU - 70 l�\�.-I I\1 F.F. 217'-0" INV, OU Z INV. OUT-20&25 K-30.3 TRANS (7'xl4') 1 st FLR. 0 15 Ck:i C5 REPLACE Nv QUT-20-i.; 0 ZF- CONCREt� PAD cv I / L TUB LOWER F.F. 211'-8"",,�, 8 0 EX. MH LOADIN. AE�10 EDGE OF BRUSH/WOODS RIM=_FWI__D-WRIF_Y_• Ly 011W Ir My - 4- FIELD 1/f--RIFY AREA L3 ZkL < �AiLj' LIGHT POLE WT 8 ACRES 4111 ILj- (D I __& , AN E 2. MECHANIQ& NEW--DMH #b --I 7 All 2 RIM=212.0 INV. 7�' 0 -q, P.MX INV. INV.=206.29t N W Note: All work to be performed in RI V,!il _a -I) accordance with zg I the Specifications and Details for 0 the Installation of Water line. and I P\ 21 C1110I S��Aql 'A pp or for all Water System BEN FRANKLIN NEW-6.0 CBI#38 P RIM-216 21 41i'lob, 21 Owned by the Champlain Water DG. W/ I LoadinguN HANDICAP 2 35 istrict, the City PA,V EX- Ce PW an PIED I�A'ENTCOOSSWALK RIM. 1I d the Village a (S,E , d Service / I of South Burlingtor NV. EXISTING BL R E,�_R IN V� i J__ f Jericho Details P K�� QRA"W, 4-2M)- should be modified to the above WER INV. AD,JACENT PARKING. 20"\ reference specificati OFFIC `F STAURANTP 9A E TO BE SE SPACES UNDER R 111110VED RETAIL/WAREHOU DAU Comex" , 7-t- -0 CO F37 ti Ist FLR. - F,F 2171-0" 44M_-215.7 RETAIL INV. 5-4-05 ACL/SAV R(WA NW PLM im URUNS T. BASNENT F.F. 207'-6"! CAP 6 INV 140203,0 �0 ?.A -3 D.I. UNE -INV. OUT-203, U) 5-10-05 Aa� ADW WE I'Llill AV UTUMS 6-6-M ACL/SAV REVW Sol AD AM V Ex SEAR 2 617-16 AC1,UV "Wo 9K " `,N[Y umm 2. 11�75451 ACL/SAV 1RDISH) EX, VEIRM WOW70 Z 1P71-_ ir WATER MA41 A 2 f It: L C. =z'l 4c, INV 217)wo NV.208.2 ■-.0. 1, _X X 71 4221- _�Z&. 11 �;!� 1, _-, WLMVL;-. PALK EASTWOOD 7: 3 _51 �2443 #32! X.-CB PHASE 11 '21 '21 '21 L,-L 7+Oqt; 21 Rilli NE EX-- qMT 7 IN --29;.F ji WATER _X 37 r 2. IRRE #,34- UTILMES Cis +0 RIM- 215 445 6" D f I PLAN ZVI SERVICE 4o 70- -tv !M 215.4 E. I IM 2091 EX-9' CS -4EW SIGN 14.��4 V. 122JIWPIK NORTH 4-8-015 ' I _TE 3 6 L Arm AS MOVE RAPMITAW l .I�R► f Dis.T. 7.1 SC,U, 1.0, mm%Mmmw 4 TE r-w C.-gA r"0C 0 1 RIIlA --214-1 & SH _99 ------ (P A 17 00= D�i S �Pl 00 y SITE ENGINEER: V--~- I IL. and L. BROOKS, I M. and P. M.and J WARREN I I I 1E.and K. JOHNSONI I I B. BARNEY 5k I HENNESSEY I I i i I �� e' WIDE BIT. G10NC. I E. F.and J. KOCHMAN I REC. PATH I I A. BOUCHE I I J. KAHAN M. STACKMAN I I L. P. BROOKS I I I iWand A_ MERRILL CIBqm IIAL II SHEIBURNE� VERMONT I I I I I I I I I I TEL 802-985-2323 I I I ( I I FAX SM-985-2271 I I I I I I I I I I I OF ACL MV _ � / f> IM1PCg�4g � yxfivv - ------ -- _ _ - - ---_ - -_ - v -- INV. OUT-212.4 ysn0 ----�- ----------_- 2T153f_ �s'II__ -� I I.. WST - g. n� -•-- w. " -- +' --tlf� _'-N�-.� I 4�JIAf.t A Y'-'rF_ .YPkuYBU'/ EY"a W. WOLFE III (r•,---•--- ---- 1€---2i7- NdV-- Y---311XYTO r-�321fd21T. _ STABI TIOH_(EROSiON hwu J. and B. SNYDER I I I III ` __ NEW 1� - _ - ? ,- - - �-- - c - - t -_ -I►+ )�� �, I Cg1TR01 MATTING SAV 2J$= -_ __ _ 'F1or-_; Z _ �_-- ?2ti-- - " = - - -+- =10ML IN�Y206 ci - P 7 � t7 i�',= _ --?E-_=__ -- - zR -- zz (\��.--•-IN , ___. _. - h . - - .. r-+ _-=r -,� i / PROJECT: 8 22 IM 1 i fUT(1R R CREATION P 7W ` l ` ` INV. N (F�2Q9.o F� ' O'DELL PARKWAY PCH I _ `� `� •\ 5a/ INY OUT-204. P.U.D. BUILDING II I `` ` { Q, / / RE SED CUR I -- -- -- I` .0X r \ t T FARRELL STREET SOUTH BURLINGTON / CURB L VERMONT TREETLEGEND i AN E70571NC CDN7IXIR J/f / - - raawgn couTo,x -_ 6 f -- TAM G NEW ADDITION uwE crrs»wn 13 \ \\\ Ir ^��• ` -•21 •-..%:' -` `INV NGS O41b ROVED r NEWmGB I I.M� - - sry,.,sr�5r..",.'...✓�.�a.r y-;• En�ruwE I I s N` �6 / ` \r v ., -J ! M NI (u)=2tM.0-'-ftXJALd _ R98=fit. 5")•205. I ' 1 ._ RII�ta2,8 ,__..----- ---- - ---- ® cawc.�wom. RI �3�j 0.8 -.. / 91V. WTE=�s 4b E INK OU 205.56 I 1 INV. OUT=az,1.2 \\_� 11,- NFW-CB 44.A -204. -ss--- anAHry se�Fa uuwE T / \` \ ♦ 1 ':=70��2 I / -+"�.. w /w#'M V7: .- w--- WATER LW rl F �._ l.- - INSTALL CONSTRUCTION FENCE E` \ I / / ` ` / . 1pMd21,_35 t AROUND LIMIT OF CONSTRUCTION a- - - Etccnac �, 1 I _s HDa_ , I TENNIS COUR G DRAIN ! INV. IN (S-)420B.I I sT_ _ - slow wUw IiF---- /' ROOF l3 9JV. dUT=20b 7 ; 6" PERF. HDPE uno+cwauwo E�cnac # FOOTING DRAIN 1 - - - merworE LW 13 (TYR: �3 GPLACE • q `. a - - - cAs uwE -12' HDPE CULVERT .[C0 ESE / 212.1�, NEW Ct7NC. CU - =1 - � j �• I INY. INm2,B.2 ® Mwwas r/ T41VED x r\ DUMP EX. TV STUDIO ANT,L.NNA CONC. CUR@l - H INv. our=218.1 sr IA, gas# R. REYE� l ' WVNY L _ I WIDE Z ~ LLl tII �. W/ STONE HEADWALL HYDRANT -- OPT CS #40 CS ri 1 t FLR.- F.F. 217'-0 mivtau B DEw Z wfc,=� SHUT- -- - r•s� f5 I I I I I I I12 16,OQO-SF .-- 17 I I., V. RIM=216.0 T vovXn rau= _ �' INV. IN- 03.75 J W Ip p I T FENCE INV.-202.9 REPLACE CONCRETE PAD cry / / ! \ c / I EX. MH L LNG NLOADI ! �"' 2;, zoST - - O H oto N i' .:�, . CATCH BASH `\2 B" STU F: 3?V WY ZIN ? _ RiM=BtELD-VERIFY__ %�. �' LOWER F.F. 211'-8' 2.IB AC `" O z Lu � •. - 1 � W SIN 1 IN J==' iJEW-DMH 6 INV. FIELD /FRIFY ? • �/ 1_O , 3 9' 1 LOT 9 LL Q _ _ - - - AREA ! -_ - 0 # O O RIM=212.0 y / U � I INV.=206.29/ c�•-./ - O _- -. - - - /_ n j m(\ I I. '! NI W 07. 41 "•.�P •/ _ ip 0_ a i ' 3 Q awcE 212 BEN FRANKLIN Sl v i I_...> 1d" Courtyard "1 I T -•- a--+• o NEW-6`4 Cjr, Jt � !� -- EXISTING BLDG. W/ ? --- Loadin ' RE$, UNf AMPED P ' N►vA�N182 oe y 21 a PoE-6,01�2 e --- � hd Service :, PARKIN' R -- - " ADJACENT PARKING. OFFICE �� m I _ - RETAIL/WAREHOUSE SPACES UNDER,A}-T I �'Y" 039 s, r .' NEW -$'Y CS 1 :y ' - � . I � an cocas nsvretox - '+ I N [RETAIL �As M�RiT F.F. . 2107' s" > 1, NYr R$3 \ \\� Y _ �,m 'Amy EIMs ,fm - -- 10 ,3 / INV. OUT=203.ZTd owes i I l " 9 \ a eafiw atwsn nE von - 1 i 10 2 nos ecl/s.Y VIE w uID E5 / I g__•---e---a _ \\ 4406 M�StY REM4D C8 37l W93 W6Y \ _'- - - ---- - -- ?07.0 �.,{$ .. ... �n-us Y 1aYs>n sX r1.w me ❑melts 2. 1 .7 \ -- 216 - ------ r . K 1 T - ` 1 �`� �raeuna \[le�� % RIM=211.96 E M-C 11� 9 i -`" �" ' •...t -.. �j - ," - r _ Y-,s-os v ra�0 sm Pur wo ums�Es pV w ( NEW -CM' Rm gills NV.=208.0 208.1 7 1 -, _ RIM �-213.8 -�� INV.-208.8 EX CB #35 RdM i!r x2.1 .5 I \ - 2 HnaF �;yL - - N V ==209. D - *4 r EAST WOO® - - --'-S - - --- _-_--._ EX -CB /53_ST-S- yF pO R{ k X .:. E R �1 Y� �7 L�32 7+0 1 IJ' �' S t R 4 37as 3U X�j,.20l.ID ' �r rfIASE'� +00 _ RIM=2 - - INV-Y77 n RIM=212.14 _ NEWcSlC,�1-��(}A 'BACdN 2/ STABILIZED CONS \ \ p�,��/�'��� Er7V67MiV i TR((� ENTRANCE° RIM 215.46' INV 20l1.5 9+00 �- �� ��� CB _ 1 \I CONTROL PLAN / . _- _ = EX CB 33 RIM=2_,r .4. 5 ^ �C iz•„Y,.� EX� '! CB a" \Z iE U 4i 10' WIDE BIKE PATH / " a : i- - 2 EW SIGN 21->i� ^ i- ' _, - - -- - - _ - V. 20 ,4-0-05 T --- - - - - ROCK - --- /� Locpl / /• - - - - - - - \ IN " 3 94SRAP$ZSC j ACCLESIS" 4 I is °Y� 4 ---- -- F7Y. y. FI To _ \ \ !� \ RIM 4.. I . I \\/ry ti 21¢ I \ \ - 77--Le rQI INN 9.f a ) PlW. xo. 1 2 Display--216-----` ' 3D - O 31 5 • .A TOPSOIL SEED & M, LCH NOTES ao'X'•b'Yt""6YI"'-U 1. Typi 1 t enah for water, sewer, and drainage PWe. 2. Compaction of backNl and bedding shaft be o of 90% (95X under roadway surfaces) of a..— dry density determined in the ,standard praetor feet (ASTM D696). APPROVED BACKFILL THOROUGHLY COMPACTED 3. Bedding mat rlal Mail net be placed on frozen IN W UFTS wbgnocle 2' OF RIGID INSULATION 4, App d backRN Mall not contain a E atones a: TO BE INSTALLED WHEREVER re than 6' in lorgeet dknenNon, 2 m i .MINIMUM COVER CANNOT diameter within 2' of the a IM" of the plpe,um BE MANTAINED & ALSO w any hoses, w organic material. _ _ 0 L_ APPROVED BY THE ENGINEER & Trench.. shall be complelMy dewelered pHw to PIPE placing of pipe Nadingq aterld and kept dewatered during hstHdlatlon of pipe and backRil. 6' 6. The aides of tY hes.4' or a in depth entered c vap a THOR ONLY COMPACTED by Personnw Mall be MMeted Mopadato the BODING MAIERIAI angleo . f .Poe. as defined by OS. tandards. 7. Bedding nn.tnid fw waatewot r Imes shall conelel of _3/4" _h d Stan UNDISTURBED SOIL OR ROCK Fw water fine bedding material Ahall be Band. Submit a sample to the Engineer for appr L TYPICAL TRENCH DETAIL N.T,S. ALL JOINTS SHALL BE THOROUGHLY CLEANED SMOOTH CUT I IT. AND COATED WITH PAVEMENT PRIOR TO PAVING EMULSIFIED ASPHALT 'AVEMENT PRIOR TO PAVING )ES) _ AIATCHEX. PAVEMENT IWW (MIN. 1 1/2" TYPE 111 2" TYPE II) NOTES NEW BIT CQRCPAMWT I t THE EaNNAXIOH SHALL IMMIAIN AT LEAST ONE- WAY TRARIC AT ALL TMES WRWG NCRN ANN O MATCH ELL SUBBASE O O O O O O O O � A o w. AIDES 0 0 - (18" MN. CRUSHED 00 O 0 OO 0 0 0 2. MMNTENANCE AND PnoTEcnox w.TRAmc aIRRIc D O OC O O GRAVEL) 00 0 0 DO O 00 00 LOBED NN A ANa ON M uNN,�AL w UNUBAM tPAM lAAm0. DLNCEs. THE - _NL� GONIWACTat SNAIL NOT —X — —N.O.W. TM pT APHIOMIA. DaNSRIUCRW SIGNWG PLACE, _ 3 ALL BAaNFX1 SWNL BE MADE IN S% (61 OF M + 2' TR N AND CENPACRD TO NOT LESS THAN BSR % AVATON MIN. _ SEE TYPICAL MAXNUM MY DENSTY ACCpBWa TO ASN TRENCH DETAIL. Me A 4. RFJAACE EIUSING ROAO STRPMO AS NECESSARY. REPLACEMENT OF EXIST. PAVEMENT NTS 1'-0' MIN. !AWNS PLAN LEBARON FRAME & COVER LC266 TYPE C OR EQUAL ADJUST TO MEET FINISH GRADE. FINISH GRADE LF ET FRAME ON FULL R BED & SEAL JOINT AST RISER SECTIONS DJUSTMENT MORTARED TERIOR SURFACES. ROPYLENE MANHOLE 24' O 8" O.C. TIGHT JOINTS USING C OR RUBBER GASKET 48'- EXTERIOR OF ENTIRE OLE WITH A Jf RTIGHT SEALANT (2 COATS) IN PLACE-It---MH RIEES OR APPROVED EQUAL ALL PIPES) ,00 CONCRETE FILL TO oao °c HIGHEST CROWN OF PIPE 00 12" MIN. UNDISTURBED ETE SOIL OR ROCK 6" MIN. CRUSHED CLASS B CONCRSTONE BEDDING SHELF AND INVERT ELEVATION NOTES t. N ERTS To IE CaamutTEX, —1 AFTER SE«SSFlA caNLETwx w LEAKAGE TEST. 2 EXTENM ANTS SHALL BE SEALED —1 AFTER SUCCESSNL CBM T. Be IEAXAGE TEST. ] NTDBOO JDATS SHALL NOT BE GROUTED. 4. IF DEFN 0' MANHal IS T M LESS FROM RN TO CENTIAU E INVERT, THEN A FLAT TOP SHARD BE SI)SRNTO) FOR THE EONS SECTION. TYPICAL_ SANITARY SEWER MANHOLE N.T.S. IN s r_ RA PAVEMENT { i^ THREADED SDP 35 PLUG / COUNTER SUNK SCREW CAST IRON VALVE 'CLEANOUT BOX TOP SECTION INDEPENDENT BOX /COVER MARKED OF PIPE "SEWER" * CLEANOUT TO BE INSTALLED UPSTREAM OF BEND(S) IN BUILDING SEWER(S) WHEN CHANGE IN PIPE D RECTION EXCEEDS 4" SDR 35 PVC 45' WYF 45- (USE LONG SWEEP FITTINGS WHEN EXCEEDING 45') ROW 4" SDR 35 PVC CONCRETE CRADLE w/ 3 MIL POLYETHYLENE PLACED - BETWEEN PIPE &CONCRETE TYPICAL CLEANOUT DETAIL N.T. . SET FRAME ON FULL MORTAR BED (TYP.) ADJUST TO GRADE VETH PRECAST RISER SECTIONS IY MAIL WATERTIGHT JOINT USING 1' MIN. WIDTH FLEXIBLE GASKET LIFT HOLES EXTERIOR w/NO- SHRINK GROUT) CAST N PLACE FLE%ISLE MN SLEEVES OR APPROVED EQUAL (TYP. ALL PIPES) FROM BASEMENT FLOOR DRAINS (SEE MECH. PLANS FOR SIZES AND ORIENTATION) (3) 6"0 INLETS Ir PRECAST CONCRETE GRATE COVER w/4 FLANGED FRAME 1/4"e WEEP HOLE f BOX GATE VA LEBARON FRAME & COVER LC266 TYPE C OR EQUAL ADJUST TO MEET FINISH GRADE. RIM® MATCH FLOOR SLAB TO RISER & GRAVITY SEWER ONE IN MECHANICAL ROOM - (SEE MECHANICAL PLANS) WATER UNE — MINIMUM 18" SEPARATION BETWEEN OUTSIDE OF PIPES SITE ENGINEER: 5k C/YL. EN094 ABB )CLO t NG, S1fUMIRNE YERMONT TFF W2-865-2323 FAX A02-B9tl-•2271 _ IRA" 1 SEWER LINE Ate., JOINT O6RCaD BAV '�.� APPBavBp SAV PROJECT: NOTES 1. PROVIDE A.MINIMUM 18" VERTICAL SEPARATION BETWEEN THE WATER UNE AND THE SEWER LINE. E THIS SEPARATION CANNOT 8E MAINTAINED, CONTACT THE DESIGN ENGNFER FOR DESiC11 REVISIONS ALL REVISIONS MUST eft APPROVED O TT�A {w-x�.sr.w...,,..w�� L PAR KW BY THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (WATER SUPPLY DIVISION). 4KYK 2.. MAINTAIN 10, MINIMUM SEPARATION (HORIZONTAL) BETWEEN THE SEWER LINE P.U.D. AND WATER LINE. 3. PROVIDE ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER/WATER LINE AT ALL CROSSINGS TO PREVENT SETTLEMENT OR ANY DAMAGE. T+, k'ARRELL STREET SOUTH BURLINGTON ' WATER/SEWER CROSSING DETAIL N.T.S. VERMONT �UHAE NNue uwple m wnwll AWWA HYDRANT, VALVE AND INNOfJ • p ' -3' SCH 40 PVC TO NEAREST BASEMENT WALL WHERE A CONTROL PANEL AND APPURTENANCES AS PER SPECS. - BACKVENT ALARM SHOULD BE MOUNTED. AUDIO a & VISUAL ALARMS SHALL BE PROVIDED PGLYPROPYLENE MANHOLE STEPS O 6" O.C. ADJUSTABLE RON 6" SCH 40 PVC; CHECK VALVE. - - •- - VALVE BOX WTA MARKED 'WATER' ALARM FLOATAAMLAL . WIDE ANGLE FINISH GRADE 6" MERCURY SWITCH I2" SET PUMPING CYCLE AT 100 GALLONS PLUG HYDRANT _ GRAIN 12• EXPLOSION PROOF PUMP HY'OROMATTC SPX50 OR COARSE GARVEL w/MONOLITHIC BASE 1 I APPROVED EQUAL PEASTONE TO REDUCING GRADE Jee Tr MIN. CRUSHED 1 CY VOLUME ' ANCHOR TEE IRS 6" I STONE BEDDING 6• MN.� 'a Shc * PRECAST MANHOLE STRUCTURES SHALL CONFORM TO ASTM SPEC - C478 (LATEST EDITION) OIL/GRIT INTERCEPTOR MH W/ DISCHARGE PUMP xO1E5: OIL SEPARATOR DETAILGRT/ WyANG« MWwaMEME ENGMEO' N.T. . 2, aI A DAILY BASS TYE EE TPACTa1 SQUALL Af- ABC% ERCAVATION ON 111E OWEEWS RETe1ESENTAMA. IF Nit COIITTUCTaE AND aRIQt'S AETMESEWTATnE DO NOT AGREE M TOTAL W.TITES. NE CONTRACTOR SHALL HOT BACUID. THESE AREAS UNM My CAN BE SIMATED ANB aO; -SECTIONED TO —Am, «TERWME THE PAY .—IN. TRENCH ROCK EXCAVATION PAY LIMITS N.T.S. CON OWNED AND MAINTAINED TOWN OWNED AND MAINTAINED ADJUSTABLE IRON VALVE BOX WITH COVER MARKED "WATER" TAPPING SLEEVE TAPPING SLEEVE & GATE VALVE EXISTING 6"--- EXISTING INCH . JOINT. AWWA APPROVED SEE PECIFICATIONS. N N SEWER MA --- CORE MANHOLE AND USE I 3/4' TEST CORPORATION --- PSX PRESS SEALEGASKALET (PLANS) WATERTICHOTVCONS7RIICnON AS SHOWNION 3/4" CRUSHED STONE BEDDING 6' .•t FOR VALVE SUPPORT ••, (MIN. 12" THICK) If i PROPOSED 8" SDR 35 CONCRETE' ;aa SEINER CONNECTION THRUST BOCK POLYETHYLENE 0000ac (4 MIL) NOTES: EXISTING CONCRETE REMOVE EXISTING CONCRETE t. TAPPING SLEEVE AND VALVES ON CWD TRANSMISSION MAINS ARE SHELF AND INVERT SHELF AND FORM NEW INVERT TO MEET THE CHAMPLAIN WATER DISTRICT " STANDARD SPECIFICATION FOR TAPPING SLEEVES AND TAPPING VALVES". 2. WET TAPS SHALL BE PERFORMED BY PRE -APPROVED FIRMS ONLY. ELEVATION 3 PRIOR TO POURING THRUST BLOCKS ALL FITTING ARE TO -- BE WRAPPED WITH 4 MIL. POLYETHYLENE. CONNECTION TO EXISTING SEWER MANHOLE _ TAPPING SLEEVE do VALVE N.T.S. NTS J 6" .I_ THRUST BLOCK THRUST BLOCK `- ` AN04OR COUPLING OR SPOOL PIECE UNDISTURBED O i WITH MEGA -LUG GLANDS SOIL 6" M.J. RESiUENT 3/4" CRUSHED STONE FOR NOTES: WEDGE GATE VALVE VALVE SUPPORT 1. ALL BRANCH PIPING AND FITTINGS SHALL BE MECHANICAL JOINT. 2. HYDRANTS SHALL BE LABELED "ND", FOR NONDRMNING ON THE BONNET FACING THE ROADWAY. 3, ALL FITTINGS ARE TO HAVE MEGA -LUG RETAINER GLANDS. 4. PRIOR TO POURING THRUST BLOCKS ALL FITTING ARE TO BE WRAPPED METH 4MIL POLYETHYLENE. TYPICAL HYDRANT INSTALLATION N.T.S. cl EnE A', 1 v •;,v AWMUM CWE NLL BFARIINO MU BURIED GAR VALVE IETIGTN a HPE N" C@C® RBVOION XUWOPT k \ ' -1;-a1 AO/$AV ADDED OIL SEPARATOR k AWCHa+ 2-1-00 AQ,/SAV REMPAD BUCK HORSES Tat NO I PLuc 4-8-02 ACL/SAV AM CLFANOUT.& IRAIEA SMMOE 3-3-04 AG./SAV RENEW WIT^ SEPARATOR Sal VALVE/OEAD END REDUCER p51URBE0 NABED 4-12-05 V E151W000 1 MWe BB BLS — DACE .T MIL (MHI— POLYERHnENE . ET BETWEEN ALL CaNCRETE F THRUST BLOCKS AND NPE ANDIT FlT1NC5 ID PRFHNT BOXD. UTILITY an wm% TEE Nay uRBEO DETAILS + UNa1'NWBED 80, 22 1/2' eaL Sea OR 11� BEND SECTIONS MINIMUM AREA OF BEARING mRFA%njK CONC. THRUST BLOCKS mmmmm mm®®®®®®BCE®' mmmmirYHiwL��'w®"w•' mmmmmmmmmmmmmmmm '®' mmm`�.i 'mmmmm' mmim' mmmmmmmmomomm' `[:-,' ®I mmmmo®' —��m®��as® THRUST BLOCK DETAILS N.T.S. DATE q m RING .-M. �p AS &TOWN C-7 PRaJJE/N— gm I3 1/4" BITUMINOUS CONCRETE PAVEMENT: SIDEWALK MOTH AS SHOWN ON PLANS SITE ENGINEER: 1 1/4" TYPE III FINISH COURSE �. LC266T FRAME & COVER NIGH STRENGTH 2" TYPE II BASE COURSE ///''��� LC286 TYPE C T EQUAL NON -SHRINK GROUT LEBARA LF248 24" K 24" 5 CONCRETE SIDEWALK ADJUST TO MEET FINISH GRADE. (O GRATE w/3 EQUAL) FRAME (OR APPROVED EQUAL) _ .... _ 11 FINISH GRADE CONCRETE CURB SET FRAME ON o o 0 o O o O >uC O a o D°Uapa 6' CRVSHED GRAVEL FIN oOooOO°OOo OOOoO°. �o�o°oo°o o ' 4 0° \ FULL MORTAR BED 000 OOoO oo A0T SPEC. 70405 op000O ao oa000 0 0 o SET FRAME ON FULL _ BITUMINOUS CONC. o o 0 o o o°°0000 o°oo°o 000 0 0°0 0 0;-� CM"Bi0�N0 PAVEMENT ( 'I SHE1BLf VERM(k1i r12" CRUSHED GRAVEL COARSE 6^ 8" GRAVEL SUBBASE 6^. TEL 802-98$-2323 MORTAR BED & SEAL JOINT -. ' '.. SLOPE MIN.)1 /4'/FT. I AOT SPEC 7Da DS FAX 802-986-2271 PRECAST RISER SECTIONS -- STABILIZATION FABRICMIRAFI —UNDISTURBED SOIL OR APPROVED CONE SECTION OR 4'0 FOR ADJUSTMENT. MORTARED TRAFFIC COVER (HEAVY ON EXTERIOR SURFACES (12° MAX.) 12" DUTY) FOR SHALLOW MAX. `�-"_ 50 NOTES: APPROVED EQUAL COMPACTED GRANULAR FILL MANHOLES COMPACTED SUBGRADE--_ nAAII+ POLYPROPYLENE MANHOLE I. EXPANSION JOINTS SHALL BE PLACED EVERY 20• AND SHALL BE AC Z4• STEPS O e' O.C. 5008X ZA AON FABRIC MIRAFI PRECAST CONCRETE 4" 4" .PRECAST RISER SECTION SOOX OR APPROVED EQUAL CONSTRUCTED OF PREFORMED JOINT FILLER (i/4 CORK OR WATERTIGHT JOINTS. USING w/MONOLITHIC BASE BITUMINOUS TYPE) ctl8CXs0 - MASTIC OR RUBBER GASKET Z BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE 8AV w� DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS, AvveoVtu�. i �U 48" UNLESS OTHERWISE 48' UNLESS OTHERWMSE m SHOWN ON PLAN COAT EXTEROR MANHOLE WITH OF ENTRE SHOWN ON PLAN EEEXIBLE L w/HYDRAULIC DEMENT TYPICAL PARKING LOT SECTION TAR, OR CAST -IN TYPICAL - TYPICAL CONCRETE SIDEWALK DETAIL 9AV Jr MIN WA SEALANT (2 COATS) MH SLEEVES N.T.S. N.T.S.2" MAX WATERTIGHT JOINT USING i" j - CONCRETE CURB R ti MIN. WIDTH FLEXIBLE GASKET 3 1/4" BITUMINOUS CONCRETE PAVEMENT: (SEAL EXTERIOR JOINTS AND. %j''@@ pp'(''t 7J'�' ' m 2 / 1 1/4 TYPE IV FINISH COURSE l® �� PARKWAY UFT HOLES w NON SHRINK SUM (WW1) 18" 4'�1/2" BITUMINOUS CONCRETE PAVEMENT: 2" TYPE II BASE COURSE ' MIN. SEAL WITH HYDRAULIC CEMENT TF� MORTAR, ORGASKETED FLEXIBLE SUMP 1 3/4" TYPE III FINISH COURSE ° 2 TYPE II BASE COURSE WATERTIGHT CONNECTION �fi" CRUSHED AVEL 3/4" 4 w MIN. CR ED GR y , oo "c SEESEE PLANS34 �wMt#�� 12" MIN. DD8CREDGRAVELN °a°paopUNDISTURBEDLL STREET SOIL OR ROCK o00000000000 AOT SPED. 70a.05 00000000000 0°0 o° o CRUSHED GRAVEL SOUTHFARR�I3URLINGTON 0000 4` PRECAST MANHOLE STRUCTURES a o o a o o _,. ,,..may, VER.MONT 6' MIN. CRUSHEDPRECASSHALL CONFORME TO ASTM SPEC, 12` CRUSIiEb GRAVEL COARSE POUR EDTIN PLACE BASE CONCRETE OR STONE BEDDING C478 LATEST EDITON). i AOTRSPEC°7GRASL COARSE 4" TOPSOIL -� SECTION TYPICAL CATCH BASIN_® CURB " COMPACTEO SUBGRADE-., COMPACTED 'SUBGRADE— I B••I STABIZATION FABRIC TYPICAL STORM MANHOLE N.T.S. STABILIZATION FABRIC MIRAFI 50OXSOR APPROVED EQUALFI r" I N.T.S. 50OX OR APPROVED EQUAL, LryY 7HIGH CURD LEBARON LF248 24' X 24" u TYPICAL FARRELL STREET EXT.PAVEMENT SECTION TYPICAL DEVELOPMENT ROADWAY SECTION W Z CURB A C.I. GRATE w/4 FLANGED FRAME '— '-- BITUMINOUS CONCRETE (OR APPROVED EQUAL) N.T.S. SECTION DOES NOT APPLY TO FARRELL ST. EXT.N.T.S PAVEMENT 5' UNLESS UTHFRWISE SHOWN ON PLANS G OU ( \ TOP OF CURB (SEE PLAN v /\� SET FRAME ON O 2 1/2" TYPE II BITUMINOUS FOR TYPE OF CURB) C- �. m END TRANSITION FULL MORTAR BED CONCRETE SIDEWALK BEGIN TRANSITION SLOPE FACE OF 12" BEGIN TRANSITIONMEET LINE SLOPE CONC. WALK ) �--TRANSITION CURB MAX. ADJUST TO R GRADE WITH ADJACENT TO MEET LINE @GRADE OF J}' 4 ' PRECAST RISER SECTION gpJACENT MATERIAL %.o � \.. SLOPE CURB B N ooa000a000000000000 /PRECAST CONCRETE 24^24' WATERTIGHT JOINT USING T' END TRANSITON $LOPE, CONC. WALK 7/MONOLII)i1C BASE MIN. WIDTH FLEXIBLE GASKET PAVT TO MEET LINE & GRADE OF/(SEAL EXTERIOR JOINTS AND ADJACENT MATERIAL UFT HOLES w/NON SHRINK 6' TO" GRAVEL SUBBASE 6^ 48" UNLESS OTHERWISE GROUT) 7" HIGH CURB HEAVY BROOM FINISH SHOWN ON PLAN SEAL /HYDRAUUC CEMENT PLAN UNDISTURBED SOIL OR APPROVED, .. ( Q La COMPACTED GRANULAR FILL 6 , 4 MORTAR OR CAST -IN -PLACE - FINISHED GRADE OF FLEXIBLE MH SLEEVES ROAD PAVEMENT y` $ID WALK RAMP f T/=" REVEAL BITUMINOUS CONCRETE SIDEWALK DETAIL TRANSITION CURB . lE%TURED f ROADWAY W.T.S. 1 SURFACE N.T.S. f 78' SUMP TOP COURSE BITUMINOUS �6" MIN. CRUSHED GRAVEL NOTE: S.OR MA%. CONCRETE PAVEMENT —CONCRETE OR HANDICAP RAMPS SLOPE ADJACENT BRICK PAVERS SHALL BE 611 WHERE TO RAMP 1/2" R. 6' (SEE ARCH. PLANS) *PRECAST MANHOLE STRUCTURE$ POSSIBLE. SLOPE MAY BE SECTION A -A SIDEWALK RAMP BASE COURSE BITUMINOUS SHALL CONFORM TO ASTM SPEC. INCREASED TO 8$ WHERE WITH HEAVY CONCRETE PAVEMENT _ C478 (LATEST EDITION). NEGESSRY DO TO SPACE BROOM FINISH 5'-0" 7^ o° �5 LIMITATION. MIN. TEXTURED ' 6" TYPICAL CATCH BASIN AUXILIARY A AU% Y R M SIDEWALK RAMP /2" REVEAL °oao 0 0 0 8 DIST, AS RED D. 5-0 MtN. TEXTURED N.T.S TO MEET GRADE SIDEWALK Rpgpyygy CRUSMED GRAVEL BASE." ° a( OF SIDEWALK ROUNDING SURFACE ...... .................arn-.fi o TYP. cBANK RUN GRAVEL:..:`.: BBBBB */ADAPT13RS 6.0% ' TRANSH70N CURB ^ SUB BASE M._ (TYPICAL)S:OX MA%. 8.0X S ::.:.:::..v..::.....::.("PIA)6D AL) ADJACENTPLANTO RAMPECTION A -A 1. CURBING SHALL BE CONSTRUCTED IN IV SECRONS OATSSECTION B-B WITH 1/B" JOINT BETWEEN SECTIONS, TYP16-00 ACT-\SAV I/N A 1 LIAEIDIfA A P O A \OUP 2. CURBING EXPANSION JOINTS $HALL BE CONSTRUCTED llAe/1L F7 IV lAf1 E[/"1M EVERY 20' AND SHAD. BE CON57RUCiED OF MATERIAL' 2-1-00 AIX/SAV RFIIOOFD BRIq( COURSES FOR NNTYPICAL HANDICAP RAMP — TYPE 2 .S CONFORMING TO AASHTG DESIONARON M-153 (1/2" CAN BE N.T.SA SPONGE RUBBER OR CORK). 1-8-02 ACL/$AV�-.(D MOUNTED ON ANY 3.. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK 36-04 ACL/SAV WED WRD CO XTAL ANGLE 0• TO. 359' F T -0" AND CONCRETE CURB TOP. 'U-O6 ACLISAV EASTOW I - rim FOR BD CAST IRON H-20 - - CONCRETE CURB w/SIDEWALK DETAIL RATED GRATE _ ...__ � .. - N.I.S. R DRAINAREA - 98.7 SO. INCH STAMPED OFFSET BRICK PATTERN TOP COURSE BITUMINOUS GRADE 6• WITH "STREET BONO' SURFACING CONCRETE PAVEMENT _ GRATE HAS H-20 (HEAVY TRAFFIC) _ 1 SYSTEM FOR HIGH TRAFFIC -//-- OUT RATING .. APPROVED EAPR AL (BRICK COLOR) OR -20 RATED PVC BODY, QUALITY, MATERIAL SHALL DODO❑ _ - BASE COURSE BITUMINOUS SATE ND ADDITIONAL CONCRETE CONFORM TO ASTM A40 - CLASS 30B ❑ODCICIDO 1 _ CONCRETE PAVEMENT I ' LF_. SLAB REQUIRED PA[NTW CASTINGS ARE FURNISHED ������� 7 e 4 INLET AND OUTLET WITH A BLACK PAINT ❑000000 t -0" DURABLE 12' WHITE LINE D�" A I�� i ADAPTORS AVAILABLE 0(000000 ITEM 646.4a E 7 H 4' THRU le 000000❑ 6' STAMPED AS UNITS OF A tOo°o 0 0 0„0„0„0„0„ a T 00000 STAMPED ASPHALT PLAN VIEW W ' SEC'nVNS � 1 °<CRUSHEO GRAVEL BASE .. a > 2' TYPE V BITUMINOUS CONCRETE, ITEM 406.25 ° ° ° o 0 0 GRATE COVER IS REVERS! OR APPROVED EOUAL- CRUSHED GRAVEL > VARRIUS TYPES OF Off' SIDE STICKS OUT LIKE'��SUB-BASE MATERIAL -:,._..:::I. ::: 1 OUTLETS WITH IS S1gWN Oi THE RIGHT. RAISED 1" _ VATERTIGHT ADAPTORS ONE SIDE IS FLUSH LIKE .(2) MAXIMUM _ '.FORT IS SHOWN ON THE LEFT. 022.2• RECOMMENDED _ /� SDR-3S SEWER DeTB DAAImVc NDYBDt A-2000 CORRUGATED PVC 1. CURBING SHALL BE CONSTRUCTED IN IV SECTIONS OVERALL HEIGHT 10' -' 'i R ULTRA -RIB PVC WITH 1/8' JOINT BETWEEN SECTIONS. IrA"ii CORRUGATED POLYETHYLENE t•-O'r 1,-0" scut ____ WHIITE LINE 6'O WHITE LINE 2. WRONG EXPANSION ANTS SHALL BE CDNSIRUCTED \ � MIN, BACKFILL MATERIAL SHALL EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL ///�II��� BE CRUSHED STONE DR GRAVEL SECTION A -A CONFORMING TO AASHTO DESIGNATON M-153 (t/2' AS �M ( _�Q MATERIAL MEETING CLASS 1 SPONGE RUBBER OR CORK). v V OR 2 AS SPECIFIED IN ASTN DBACKF 2321 ILL MATERIAL SHALL 8E 18" YARD CATCH BASIN STAMPED ASPHALT CROSSWALK DETAIL CONCRETE CURB DETAIL pft.NO. PLACED UNIFORMLY IN 12• 1B' CAST IRON GRATE = ------ - 9w LIFTS AND COWACTED NTS —'-"- N,T.S. N..T.S. 4 PAIRED S AT PLANTER OR OTHER NON- TRANSVERSABLE OBSTACLE AI _ t `- DETECTABLE WARNING EXAMPLE 2- SINGLE RAMP ON CORNER RADIUS, C �— CURB CURB RAMP W/ DETECTABLE WARNING EXAMPLE 1+ SIDEWALK ADJACENT EXAMPLE 2 , SIDEWALK AND CURB SIDEWALK TO CURB SEPARATED. BY GRASS STRIP RAMP GENERAL NOTES 1Y1 1. THE DIMENSIONS AND GRADES SHOWN ON THIS STANDARD WILL BE DETECTABLE WARNING ADHERED TO IN THE DES16N AND THE CONSTRUCTION OF SIDEWALK SINGLE WALK -STRAIGHT RAMPS . WHERE. SIDEWALKS RUN ADJACENT TO ROADWAYS ON STEEP LEVEL LANDING �' 'CURB RAMP " APPROACH TO PARALLEL (5% OR GREATER) GRADES, RAMP GRADES WILL BE AS FLAT AS POSSIBLE. W/ WARNING DETECTABLE - B RAMP' ( ON LOW SIDE OF DRIVES AND INTERSECTING SIDE STREETS, RAMPS B SHALL SLOPE TOWARDS DRIVE OR SIDE STREET @ 2% ) RAMP ° • ° ° SIDEWALK - 2. NOMINAL RAMP DIMENSIONS, MAX. RAMP WIDTH - 5'-0' MINIMUM A - A GRASS 8.3/. RAMP SLOPE - 8.3% MAXIMUM STRIP MAX. FLARE SLOPE - 10% MAXIMUM CURB 24• CURB RAMP CROSS SLOPE - 2.0% MAXIMUM `-.� �,,.. ', MIN; 3. A LEVEL LANDING (NO GREATER THAN 2.0% SLOPE IN ANY DIRECTION) SHALL BE PROVIDED AT THE TOP OF SIDEWALK RAMPS TO ALLOW FOR STOPPING AND MANEUVERING OF WHEELCHAIRS, 6' MIN. 6' MIN. 8' MAX, CURB RAMP 8' MAX' 4. LEVEL LANDINGS AT THE BOTTOM OF PERPENDICULAR RAMPS RAMP SHALL BE WHOLLY CONTAINED WITHIN MARKED CROSSWALKS. a d 24' LEVEL ROADWAY 24 .ROADWAY 5. DUMMY JOINTS SHALL BE PROVIDED AT TRANSITIONS(GRADE CHANGES) MIN. LANDING SURFACE SURFACE AT TOPS AND BOTTOMS OF RAMPS AND FLARES. 5.0% MAX. �1-5.0% MAX. B.3% MAX, ADJACENT 8.3'L MAX. ADJACENT 6. VERTICAL DROP-OFF EDGES TO RAMPS WILL NOT BE BUILT UNLESS TO RAMP TO RAMP THE RAMP ABUTS AN AREA WHICH WILL NOT BE USED BY PEDESTRIANS. DETECTABLE WARNING DETECTABLE WARNING SECTION A -A TYPICAL HANDICAP RAMP TYPE 1 N.T.S. SECTIIIN B-B CURB TRANSITION T-0' MIN. —_ CURB SECTION C-C 24' I D EWAL BROOM FINISH CURB 6' MIN, ADJACENT 4'-0' MIN, B' MAX.. RAMP SURFACES FULL WIDTH D E TE C T CURB RMIP (TYP,) OF RAMP WARNI DETECTABLE I ,�,, ROADWAY PERPENDICULAR { 6' MIN. DETAI A WARNING SURFACE "RAMP IN URBAN 8' MAX I ' SETTING - WIDE 4 _ SIDEWALK 2.07 MAX. 8.37 MAX, 5.0 % MAX: DIRECTION ADJACENT TO r DETECTABLE RAMP DETECTABLE WARNING PLACEMENT I TRAVEL' WARNING SECTION A -A 50% MINIMUM TO SQUARE PATTERN, PARALLEL ALIGN 65% MAXIMUM OF BASE DIAMETER CURB RAMP Fly CURB TRANSITION CURB RAMP CURB TRANS.ITI�ON.,,� O. O O (TYP) T-0' MIN.. T-0' MIN. I - OF RAMP SURFACE ' Of RAMP /LEVEL CURB LANDING (SEE 0.2' Q O DETECT..--- _ l0A%MAXMAX• WARNING NOTE N 5) 0.9, MIN. SECTION B-B SECTION C-C IA' MAX. O O DETECTABLE WARNING DETAILS EXAMPLE 3: RAMP ON TANGENT DETECTABLE WARNING NOTES: SECTION 4'-0' MIN1, DETECTABLE WARNING SURFACES SHALL BE PAID FOR . 4' X 4' LANDING AS SPECIFIED IN THE CONTRACT. MAX - 2% CROSS SLOPE 2. CONCRETE ADJACENT TO ALL DETECTABLE WARNINGS SHALL IN ANY DIRECTION HAVE A BROOM FINISH. SEE NOTE 4 3. THE COLOR OF THE DETECTABLE WARNING SHALL PROVIDE . - . - t I 8.33% A VISUAL CONTRAST TO THE SURROUNDING SURFACE AND SHALL BE AS SPECIFIED IN THE DOCUMENTS, 4. TRUNCATED DOMES SHALL BE ALIGNED ON A SQUARE GRID C C IN THE PREDOMINANT DIRECTION OF PEDESTRIAN TRAVEL. 24' 5. FOR SURFACE APPLIED TRUNCATED DOME PRODUCTS, A MAXIMUM 0.25' VERTICAL CHANGE IN LEVEL IS ALLOWED. FOR CHANGES IN LEVEL BETWEEN 60' DETECTABLE 0,25' AND 0,50', A BEVEL WITH A MAXIMUM 12 SLOPE IS REQUIRED. CHANGES �� MIN. WARNINf IN LEVEL GREATER THAN 0.50' MUST BE TREATED AS A RAMP - 83% MAXIMUM SLOPE. 6. SEE THE CITY OF BURLINGTON FOR A LIST OF ACCEPTABLE DETECTABLE WARNINGS MANUFACTURERS FOR ANY WARNINGS TO BE INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY. TYPICAL HANDICAP RAMP - TYPE 2 N.T.S. DETECTABLE WARNING DETAILS --- N.T.S. Z NO VERTICAL LIPOR 'CURB REVEAL' WILL BE PROVIDED WHERE THE RAMP ADJOINS THE ROADWAY, B. AT MARKED CROSSWALKS, THE FULL .WIDTH OF THE RAMP OR LANDING SHALL BE CONTAINED WITHIN THE PAVEMENT MARKINGS. 9. WHERE POSSIBLE, RAMP FLARES SHOULD BE LOCATED OUTSIDE THE DIRECT LINE OF TRAVEL MOST LIKELY TO BE FOLLOWED BY THE VISUALLY IMPAIRED, I& SIGNS, POLES, PLANTERS, MAILBOXES, ETC, SHALL NOT BE LOCATED WHERE THEY WILL INTERFERE WITH THE USE OF SIDEWALK RAMPS. 11, WHERE POSSIBLE, SIDEWALK RAMPS SHOULD NOT BE LOCATED WHERE USERS MUST CROSS DROP INLET GRATES,. MANHOLE COVERS OR OTHER ABLE ACCESS LIDS, IF THIS CANNOT BE AVOIDED THEN GRATE DESIGN AND N r PLACEMENT SHALL CONFORM TO ADA REQUIREMENTS, LS 12, CURB DRAINAGE SHOULD BE CONSTRUCTED SO AS TO PRECLUDE THE FLOW OF WATER PAST THE. SIDEWALK RAMP. 13 WHEREVER FEASIBLE, TWO SIDEWALK PAMPS ARE RECOMMENDED [� r PREFERENCE TO A SINGLE RAMP C OF. 14. JOINTS WILL BE CONSTRUCTED 1N ACCORDANCE WITH CURRENT SIDEWALK SPECIFICATIONS, HOWEVER EXPANSION JOINTS WITHIN THE SIDEWALK MENT - RAMP AREA WILL BE AVOIDED WHEREVER POSSIBLE. A 15. SIDEWALKS THAT ARE LESS THAN 5' WIDE REQUIRE 5' WIDE BY 5' LONG PASSING AREAS (NO GREATER THAN 2.0% CROSS SLOPE) AT INTERVALS NOT TO EXCEED 200 FEET; City C)f 16.. EA.P. = EDGE OF PAVEMENT L6' MIN 17. THE PUBLIC SIDEWALK CURB RAMP STANDARDS DEPICTED HERE MAY 2.4' MAX, NOT BE APPROPRIATE FOR. ALL LOCATIONS. FIELD CONDITIONS AT INDIVIDUAL LOCATIONS MAY REQUIRE SPECIFIC DESIGNS, DESIGNS MUST BE CONSISTENT WITH THE PROVISIONS OF THIS SHEET 0,65' MIN. TO THE MAXIMUM EXTENT FEASIBLE ON ALTERATION PROJECTS AND BASE TO WHEN STRUCTURALLY PRACTICABLE ON NEW CONSTRUCTION BASE PROJECTS AS REQUIRED BY THE AMERICANS WITH DISABILITIES SPACING ACT ACCESSIBILITY GUIDELINES. SITE ENGINEER: 5k CIN_ 94 40 ABBOCIA7M MCi SHaBURNE• VERMONT FAX 8S-2 02—BB271 DDnx,. ACL c�ceaD BAVm SAV PROJECTc 09DELL PARKWAY P.U.D. FARRELL STREET SOUTH BURLINGTON VERMONT EIVED j 3 '2005 Burlington SITE DETAILS + SECTIONS D.TI{ DAl11INU NUYtl6k �C AS SHCM C-8.1 IDDi: .. 9) PLACE FILTER FABRIIC BETWEEN INLET GRATE ANO FRAME ;:;5=•S• SS�:S:S:S: i••'i :�:ASS:S:•:•�S�S:•:•:•:•:•:•:•:;:S:S:S:;:S:;:;S;:;S;SS PLAN CONCRETE BLOCKS PLACED AROUND CATCH BASIN. WIRE SCREEN W/ 0.5" OPENINGS PLACED AROUND CONCRETE BLOCKS CONCRETE BLOCKS STACKED 1 OR 2 LAYERS HIGH PLACED AROUND CATCH BASIN. MINIMUM 1"0 ROCK WIRE SCREEN PLACED AROUND AND f'F. / 0.5" OPENINGS TO THE TOP OF CONCRETE BLOCKS PLACED AROUND CONCRETE BLOCKS GROUND CROSS-SECTION CATCH BASIN INLET PROTECTION (WITH CONC. BLOCKS) N.T.S. 2, EXISTING (MIN.) GRADE 18" TO 2'-0" SEEGRADING -_-POIAG --'— SEE N —PLAN_--_ — 1 TO BE USED PRIMARILY WERE SLOPE EXCEEDS Sx STONE FILL STABILIZA RON TYPE I, 1'-0' THICK MIN. FABRIC TYPE II, 2•-0" THICK MIN. STONE LINED DITCH N.T.S. 4' 12 TYPE 11 STONE FILL EMERGENCY SPILLWAY_ ---- N.T.S. EXISTING — — GROUND --,i UI EROSION CONTROL MATTING IN TOPSOIL DITCHES w/PROFILE GRADES I EXCEEDING 51L STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS LINED DITCH N.T.S. t-.nENNfx r A pMN4 FN[ED .S4YDBIGS ' ANC SLACKED 1K'i/ILYJ7 /rG7CH 8t5%V 0 p-Aft-sm-m-m-m 1" P4„_IkTI?Yr _ cowNNE7 mnEwr somix GICPI 849A( SECTION A — A AWES 1. RACE CURB r)nE 5ElMWENr ENRR/ER.S CYr' GEN LY S oRM 9RfEr S011WIP 5 wow N97M GN Pav AND AGLOW SEA'NENr 70 SEP.44 m ARUM NAWF F. N ay NZ U1£IND AND PACKED 7M.N7L ram. OJEX7ILE FAWPZ AAC F&W J LEAb£ OA'E S1N091D GAP tN IMF RM A17A✓ 1D P.MIgE' A SPNLNNY FOR oHD7P'LOw. A. NW-Wr 81RAVOW Am REWW SEDoMw AFIEW FACN 57a W ElfNr ST•V40Vr AAO 7RANSED MY YYELW7 r.. PFCNI 1NE CURB INLET SEDIMENT BARRIER (SANDBAG) N. T. S. MATCH DITCH CULVERT & END ". SECTION SECTION .1{ r A—A TYPE R STONE FILL A TYPE 11 STONE FILL (1•-0" MIN. S - THICKNESS) CULVERT ? END SECTION A STABILIZATION FABRIC CONTI NUE MIRAFI 5DOX OR FILL REQUIREDSTONE APPROVED EQUAL END SECTION DETAIL N.T.S. 7RACKWG" N MICAOVERY ON N %/ CUr oww ca~/ STRAW ANCHORING moms, 1. RowlEN SLOPE NID7 REE[OOZER 2. B?]ILYASr SEED AAO fEF7N6ER. J 94WO S W IR.CCN J" (7&m) WXW (2 112 m S TER ACRE) A PYK.CH S W A"CH b SLGV'E OY RTPNAb'IG 8ULL00ZER W AAO DOWV ROPE STRAW ANCHORING .W15/G'A�VNITS' .DKJ(.NO db � YFMK.IfGi Y 00MiT'WC vnTr TYPICAL SWU SOM 8TA$JU7A.TI4N SITE ENGINEER: 50' MIN.. 5 � a1� e+o�a ABBOCIAT� � SHELBURNE, VERMONT TEL- 802—M-2323 FAX SM-885-2271 _ IUNII AM c�cluD � 2' CRUSHED STONE 9l 8AV Q� 1:PPIW1'kD NOTE. PROMDE APPROPRIAIF iRAN51710N BETN£EN 3 O IGONSIRUGTON ENTRANCE AND WAO PUBLIC R.O.W. PLAN PROJECT: STONE 8 R MIN CflUSO'DELLT PARKWAY HED Q T T • D' FARRELL STREET EXISRNc GRADE- SOUTH BURLINGTON CROSS-SECTION VERMONT STABIUZED CONSTRUCTION ENTRANCE H.T.S. z cih'v f 1. S % C SURFACE S-' A EM' TREE OF ROCKS CLODS; SRGWS MKI ABlit. WIS/ dL1AN'E73 .9t1L1. /NLE GOoO .R}2 CCWIAC7. 2 APPEY PERUANEM SEE2A'AC A&70W PCACNC SANNEM J. LA ENANKE7S LCYASQ Y AM7 S7AKE OR STAPLE ro mwV O7RECr col lACr mm 7NE sm Do wr 57AETpY EROSION BLANKETS & TURF REINFORCEMENT MATS SLOPE INSTALLATION yln9to n ti�-01 P16/SEv REW'EO BASH WHET SIRMCIMRE 16lb ACl/S/.Y r OFD TROSIW CMIROL UETAIS 14-R^0.5I A0.75RV ICASTNIXO 1 - 159N0 TOR 4(1 N.T.S. --' POSTS 1. SET POSTS AND 2. STAPLE THE ORE EXCAVATE A 4"%B" MESH FENCING TO ANGLE 'TRENCH, SET POST WIRE FISTS. STORM TEMPORARY SEEDING & STABILEE FOR DOWNSIOPE. FENCING TYPE I STONE----.,` MULCH OR NETTING STABILITY AND (/�_ FILL PAD SELF CLEANING DRAINAGE + /00' 12• MIN. EROSION . SILT FENCE OR 6• HAY BALE FILTER FABRIC PLAN TYPE I STONE D STAPLE DIENT 3. ATTACH FILTER FABRIC ' 2. STAPLE THE WARE CONTROL MIRAFl 14ONS FILL PAD SIDE TO THE WIRE FENCING MESH FENCING TO DETAILS OR EQUAL FILTE AND EXTEND IT TO END POSTS. _ FABRIC THE TRENCH. COMPACTE 1'-0" - BAGKFlLL DATE ncAm+c NWI®HP SECTION STONE FILL PAD TEMPORARY STOCKPILE DETAIL � �� C_9 N.Ts. N.TS. SILT FENCE CONSTRUCTION DETAIL Pam1 RD. N.t& SEC71ON 01040 - PROJECT COORDINATION PART t - GENERAL 1.01 MEETINGS K PROJECT ACCESS A. Th. Owner shalt be notified five (5) days prior to commencement of Work by the Contractor. 8. The Contractor will coordinate with the Owner to arrange an m-site pre -construction meeting prior to commencement of my work. Job superintendents and subcontractors shall be included in this meeting. C. The Contractor will coordinate all phases of the Work, so s not to interfere with the normal work procedures In the v arw. D. The Contractor shall conduct his work In such a a, to not Interfere with o endanger work or traffic in a 1)aoent to the construction a xcept as permuted by the Owner. The Contractor shag so Doge his construe tion operation, as to provide access far amergancy whides and equipment to the work site at sit Urnow. 1.02 LABOR A. The Crntractor and subcontractors will employ mecharica skilled in their respective trades. B. NI labor will be performed in a neat and wCrlmonlike manner. 1:03 PROTECTION OF PERSONS AND PROPERTY A. Thon e Ctractor shall be responsible for Initiating. mantaining, and supervising all O.S.H.A. safety precautions In connectionwith the Work. B. Fire Protection: The Contractor shill take all necessary Precautions to prevent fires ode cent to the Work and shall provide adequate facilities far extinguishing fires. The Contractor Mal oiso prevent fires In project related buildings and Mall prevent the spread of thee to area, .told. the limits of the Work. C. Safety Precautions: Prior to commencement of Work the Contractor Mall be familiar with all safety regulation. and practices applicable with construction operations. No additional payments will be mode far equipment and procedure. necea.itated by the.. safety precautions. 1.04 INSURANCE A. Certificates of Insurance acceptable to the Owner shall be fled with the Owner prior to the commencement of the Work. 1.05 CORRECTION OF WORK A. The Contractor Mall promptly correct all Work rejected by the Owner as defective or as falling to conform to the Contract Document,. Th, Contractor shall bear all coat of correcting ouch rejected Work. 1.06 WEATHER CONDITIONS A. No Work shall be done when, in the opinion of the Owner, the Bather Is unsuitable. No concrete, worth buckfHl, embankment, or paving Mall be placed upon frozen material. If there is delay or interruption in the Work due to weather condition., the neceesary precautions must be taken to bond new Wank to old. S. Protection Against Water and Storm:. The Contractor shall take oil precautions to prevent damage to the Work by storms or by water entering the site of the Work directly or through the ground. In case of damage by atom or voter, the Contractor, at his own expense, hall make rpolne or replacements or rebuild such parts of the Work as the Engineer may require in Order that the finished work .may be completed as required by the Drawings and Specifications. 1.07 DISPOSAL OF DEBRIS A. All dabrla and excess materials, other than that which Ia authorized to be reseed, become the property of the Contractor and Mali be promptly removed from the property. The Contractor shall receive title to all debris and/or material. Tine Owner will not be responsible for any li .. damage to debris or excess material owned by the Contractor. 1.08 PROJECT LAYOUT A. Tha Contractor shall be responsible far providing all is survey staking 1oc . late and protect control points before starting work on the site. 2. Preserve permanent reference points during progress of the Work. 3. Establish a minimum of two permanent benchmarks an the site, referenced to data established by survey control Points Record locations, with horizontal and vertical data, an Project Record Documents. SECTION 02110 - SITE CLEARING PART 1 - GENERAL 1.01 SUMMARY A. Sectlon includes: 1. Remove surface debris. 2. Cleemar site of plant life and grass. 3. Rove trees and shrub.. 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 goal 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 an 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. S. Remove tress and shrub, within area. as Indicated on the Plans. Remove slump., roots and tap roots and other Projection' I% or greater In diameter to 2'-0' below the x -tad surf a..a In at area. and 2'-0' below the exposed subgrode, in fill ol- 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 baakfiliing (capping) and grading all ..at. apes. 3.04 UTILITIES A. Coordinate with utility companies and agencies as required. SECTION 02150 - EROSION CONTROL PART 1 - CENEAAL 1.01 SUMMARY A. Section Includes: 1. The work under this section Includes but Is not limited to providing all labor, equipment andmoterlala 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 ith the latent r vieim of. the 'Vermont Handbook for Sol Erosion and Sediment Control an Construction Sites'. B. Related ..alone: 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 la prohibited. All discharged water from d... taxing operations Moll discharge Into a temporary fedimentotlon trap or 'dkt bag' filter. B. Contractor what Ineldl all erosion control measuree a depicted on plan. and. details or .w recommended by. the Vermont Agency of Natural Resources, or Sol Conaer b- SeMce, prior to any mrstmction. Contractor shall also be restmelble far inspecting and maintaining all eroelon control measure. until project Is completed. C. Contractor Moll limit the soll disturbance and owed application dotes to between May let and Septemer 15th. Soil disturbance -dreg later than October 15lh .and prior to May tat will require approval from the Agency of Natural Resources. Site work between October 15th and May tat Involving new earth disturbance will require specific approval (file by September 15th). D. All stockpile material (topsoil, borrow, etc.) hall be protected by silt fence Installed around the perimeter. Mulch shall be applied to disturbed portions of atackples at the and of each construction day. Stockpiles to remain In place for more than 30 days Moll be weeded. Locate stockpiles an the uphill aide of the disturbed areas, if possible. During windy conditions, stockpiled material hall be covered ar watered appropriately to prevent wind erosion E Slopes greater than 1;3 shall haw erosion control netting Installed to stabilize the slope and reduce the erosion potential. Install netting over mulched slopes So that oil part, are in contract with the ,oil and mulch. Pin netting with wire staples 3' o.c. to ensure full bonding with soil ...face F. Install .lane check dame in grass lined ,wale. 50 feet on center to prevent sit from washing Into the drainage system during construction. Check dame shall be removed Oncevegetation is established. G. Control dust through the application of calcium chloride or water. An award" application of me pound of calcium chloride par aqua.. yard of exposed area whould be considered for each treatment. The exact number of applications and amount of duet controller hall be based upon field and weather condition.. 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 hall omelet of undyed and unbleached yam woven Into a uniform pin plain weave mo.h. 2.02 EROSION CONTROL MATING A. Where required on the Plane or where directed by the Engineer, erosion control blanket. (matting) shall be North American Green C125 for sd swal., anSC150 fin spa etabill-tlm, or approved equal. 2.03 FILTER FABRIC A. When filter fabric Is required, it hall conform to the requirements of Mirafi 50OX or approved xiivdart. 2.04 CALCIUM CHLORIDE A. Calclum chloride hail conform. to the requirements of AASHTO M 144. Either regular flake calcium chloride, Type 1 or entrated flake,. pellet or other granular calcium chloride. Type 2, may be used. 2.05 WATER A. All water used hall be clean and free of harmful omounts of oil, soft, adds, alkali.., sugar, organic matter and other substances Injurious to the finished product, plant life or the establishment of vegetation. PART 3 - EXECUTION 3,01 CHECK DAM AND INLET PROTECTION A. Check dams Mali be installed In accordance with the project details, and inspected weekly and following any rain or melt event producing measurable mooff. B. Catch basins within and adjacent to construction areas shall be protected in accordance with the details depicted on sheet C-14. Inlet protection shall be Inspected weely, and following any rain or melt event producing measurable mnoff. 3.02 SILT FENCES A. The siltforces hall be mn.wcted In accordance with the on.tmctlon detail. The fence shall generally be placed 10 feet from the toe of the slope or a. shown on the plane. The ado of the fance shall be placed uphill to forth a hor,eshoe shape to trap all runoff. B. The silt fences grist be inspected weekly. and following coin for damage or build-up of aedlments. All damaged fences shall be r Sediment a o 'ts shall b removed veal o mesa. sea p a pa re p from the fence no they build up and be placed In on area where in... la no danger Of further eroskln 3.03 EROSION MATTING A. Erosion matting shall be placed on all grass -lined ditch.. with profile grades exceeding 5.0% and shall be placed and maintained in accordance with the Vermont Agency of Tr inaportatlon Standard Specifications Sections 654 and 755.07. 3.D4 RESTORATION A. Disturbed area- hall be topeolled, seeded, and mulched within 48 hours of final grading, unks. otherwise approved, as specified in Section 02936 -Permanent goading. 3,05 STABILIZED ROAD ENTRANCE A. A stabilized pad of crushed tone I ... twat at any Point where troffle will be entering or leaving the construction -Its to wain a pabilc rlgM1f-of-way or street or oa Mown m the drawing. shall be curiwtructed for trio Duryow of preventing the tracking of sediment onto public rights -of -way. B, Design Criteria: 1. Use 1.5 to 2.5 Inch atone 2Use 8 inch layer of -tone. 1 Stan. pad Mall be full width of entrance. 4. Minimum length Mali be 50 feet. 3.06 GRASS -LINED DITCHES A. All ditches that are not -tone-lined Mall be topeailad, ..rand, fertlUad and mulched.. Any area which show- sign. of -.,im shall be maeedad immediately and maintained until permanent vegetation I. established. 3.07 MAINTENANCE A All erosion control measures shall be inspected weekly and repaired and/or replaced as needed B. All erosion control measures shall be inspected after any rain or melt event producing measurable runoff. C, The stabilized road entrance shall be top dressed with additional atone should the existing atone become clogged with sediment D. Hoy or straw mulch is subject to wind action. Mulch may require anchoring as the weather conditions warrant. 3,08 WINTER CONSTRUCTION A. New wail disturbance between September 151h and May tat III require specific approval from the Water Quality Division. The Contractor shall identify any such areas not addressed by the current Erosion Prevention and Sediment Control Plan (EPSCP) In writing, to the Engineer by September 7th. No new disturbance in these areas will be permitted until approved by the Water Quality 01W.1on. B. Silt fence and other erosion control measures requiring earth disturbance far installation. hall be installed prior to September 15th, unless otherwise approved. SECTION 02210 - SITE EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A, Section Include.: 1. All utility and sitework excavation (unless covered In other sections of these specifications), removal and ato.0.pile of topsail, stabilization fabric, and other miscellaneous and appurtenant works. 2. Site filling. 3. Roadway/parking lot structural seat--. 1.02 REFERENCES A. ANSI/ASTM C136 - Standard Test Method far Sieve Analysis of Me and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Chomcterlatlzw of Soil Using Standard Effort. 1.03 PROTECTION A. Protect bench mark. and ealati g structures. B. Protect above and below grade utilities which are to re 1.04 SUBMITTALS A. Testing laboratory reports indicating that material for backflll meet. requirement. of this Section. B. Field density test reports of site fill in place. C. Field din silty test report. far roadway structural section. in Place. D. Stabllizotlm Fabric: Submit copies of manufacturer's apeclficatime and Installation Instructlma. PART 2 - PRODUCTS 2.01 BANK RUN GRAVEL A. This material shall meet the following grading requirements: Percent by Weight Slew Designation Passing Square Mesh Sieve No. 4 20 - 60 No. 100 0 - 12 No. 200 0 - 6 The grovel shall be uniformly graded from c ae to fine and them h zacme partial. all not a cam 2/3 of the thickness of thelayor being placed or 4, whichever la I_ 2,02 CRUSHED GRAVEL A. All materials sholl be secured from approved sources. This gravel Mall consist of angular and round fragment, of hard durable rock of uniform quality throughml, reasonably free from thin almgated pieces, soft or dleintegrated at-.. dirt, Organic or other objectionable mutter. This material shall meet the following grading requirements: Percent by Weight Slew Designation Passing Square Mean Stew R-2, 100 1 1/2' 90 - 100 No. 4 30 - 60 No. 100 0 - 12 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 conslet of clean, hard gross, crushed gravel ar crushed atone. It shall be maeurnibly froa from silt, loam, clay or organic matter. It shall be obtained from approved source.. B. Grading. Thia material shall be uniformly graded from ea to fine and Mall meet the following grading raqulremente: Percent by Weight Sieve Designation Passing Square Mesh Slew 1 1/2' 100 Y g0 - 100 No. 4 45 - 65 Noin. a - 5 No. 200 0 - 12 2.04 COMPACTED FILL/GRANULAR BORROW A. This material shall be free of shale, clay, friable moterlal, debris, and organic matter, graded in aa .ord...0 with ANSI/ASTM C136 within the following limits: Percent by Weight Slew Designation Passing Square Mesh Stew 6' 100 3/4' 75 - 100 No. 4 20 - 100 No. 100 0 - 20 No. 200 0 - 12 2.05 GEOTEXTILE STABILIZATION FABRIC A. This work Mall consist of fumishing and placing on approved stabilization fabric on a prepared surface within the limits shown on the plans. The fabric Mall meet, or exceed the following properties: /. Grab tensile strength (ASTM D-4632) - 200 lbs. 2. Grab tonsil. elongation (ASTM D-4832) - 15% 3. Puncture strength (ASTM D-4833) - 120 Iba. PART 3- EXECUTION 3.01 PREPARATION A. Identify required lines. levels, contours, and datum. B. Identify known below grade utilities. Stake and flog I...tiona. C. Maintain and protect existing utilities remaining which pass through work area. D. Upon discovery of unknown utility or concealed conditions. discontinue affected work; notify Engineer. 3.02 EROSION CONTROL A. Erosion control must be installed prior to beginning any earthwork operations. 3.03 TOPSOIL EXCAVATION aorta Virldsca ed A. Excavate ed an from areas to be exc d, p di regraded and stockpile In areas deslgnatad on site or as directed by. the Engineer. B Maintain the stockpile In o manner which will not obstruct the natural flow of drainage. 1. Mainto n st-kp le free from debris and trash. 2. Keep the topsoil damp to prevent duet and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded in accordance with plane. B. Excavate subsoil required to accommodate building foundation., .tube an gi site structure.. onatructlon peration., roads, and parking .rape. C. Grade top perimeter of excavation to prevent surface water from draining Into exc.:,c,_ D. Notify Engineer of unexpected subsurface conditions and discontinue affected work in area until notified to resume work E. Correct a ea -excavated by error as directed by the Engineer at no over-excavated to the Owner. 3.05 DITCHES A. Gut a ...toy to the crows wectiora, grade., and elevatlons shown. B. Maintain excavations free from detrimental quantities of leaves, sticks, trash, and other debris until completion of the work. C. Dispose of excavated material. as shown on the drawings or directed by the soils Engineer; except do not In any Dee, deposit material. lase than three feet from the edge of a ditch. 3.06 EMBANKMENTS AND BERMS A. When embankments are to be made an a hillside. the slope of the original ground an which the embankments are to be constructed shall be stepped and prapany dralow a. the fill is constructed an that adverse movemants of the stapes do not occur. B. Any excavated rock, ledge, boulders, and store, except where required in the crostruction of other items or otherwise directed, shall be used In the construction of embankments to the extent of the protect raqulYemente and generally shall be piped so as to form the base of an ambonkmant. C. Frozen material shall not be used in the canetmiction of embankments, nor shall the embankments or succesew layers of the embankments be placed wpm 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 otherwlse acceptable. It shall be stockpiled and reserved far future use when Its condition is acceptable for use inembankments. D. When a embankmensoa t is to be constructed a m ap, tick, ar of unstable lo, the u sultoblemalerlol shall be excavated to reach is of adequate bearing capacity. and the embankment begun. Alternative method., such as use of a stabilization fabric In place of excavation and backfiil, may be utilized only after approval of some by the Engineer. E. Material being placed in embankments .hall be placed in horizontal layers of uniform thickness across the full width of the embankment Stumps, trade, rubbleh, and other unsuitable materfol shall not be placed in embankments. F. Embankment areas shall be placed In eight -inch lift.. Effective spreading equipment shall be used on soon layer to obtain uniform thickness prior to compaction. Ea h s lay shall be kept crowned to shed water to the outside edge of embankment and continuous leveling and monipulating will be e required to assure uniform density. The entire area of each layer Mall beuniformly compacted. to at least the required minimum density by use of compaction equipment consisting of rdiere, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured for 'arnpaction purposes will not be < n,ld-d 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 (Oyer under crostructlon be more than three percent above the optimum moisture content and shall be lees than that quantity that will cause the embankment to become unstable during compaction. Sponginess, shoving, or other displacement under heavy equipment Moll be considered evidence for an engineering rm deteination of lack of stability under this requirement. and further planmment of material I, the are affected shall be stopped or retarded to allow the material to stabilize. H. When the moisture content of the material In the layer under nstructlon is lava than the amount necessary to obtain satisfactory compactlon by ro-hari ml compaction method., water shall be added by pressure distributors or other approved equipment. Water may also be added In excavation ar borrow pits. The water Mall be uniformly and thoroughly incorporated into the soil by disc, harrowing, Noting, or by other approved methods. This manipulation may be omitted far 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 Mall be aerated by disking, no wing, binding, 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 a. follows, Standard Proctor Location ASTM 0-698 Subgrm. 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 we in good condition. Any rills or damage from erosion and animal burrowing should be repaired Immediately to avoid further damage. If seeps develop an the slopes, the men should be evaluated to detennin If the seep will cause an unstable condition. Subsurface drains or gravel ro hmg may be required to adw seep problems. Diversions, berme, and waterways In the land. grading area an Id be checked to are that they are functioning properly. Problemut found during the inspections should be reamed promptly. SECTION 02216 -DETENTION PONDS PART 1 - GENERAL 1.01 SUMMARY A. Section includes; 1. Construction of storm voter detention pond. PART 2 - PRODUCTS A. Compacted Fill/Granular Borrow: The material far the fill shall be obtained from the designated area. and shall conform to the requirements of Section 02210 - Site Earthwork. The material Mall be free from stumps, wood, brush, roots, and, rubbish, and other matter that may decoy. It should be free of stones over 2 Inches in diameter where ompacted by hind or memanical tampers, oro r 6 Inches in diameter where compacted by roller. or atherawu rmint Frozen material Mall not be placed In the fill, nor shall the fill material be placed on a frozen foundation. 8. Stone RI: Stone fill shall conform to the requirements of Type I Store Fill as specified in Section 02439 - Stone nil. C. Riser and Drain Pipe: Riser and drain pipe shall conform to the requirements of Sectim 02725 - Drainage. PART 3 - EXECUTION 3.01 SIT' i'REPARATION A The area to be covered by the pond and embankments shall be cleared of all tress, brush, stumps, rota and other objectionable material. The area to be covered by the earth embankment and the surface of the borrow area shall be stripped of all grass, roots, Organic materials, or other objectionable materials to a depth that will insure the removal of any materials which will prevent bond between the foundotlon and the fill. Material cleared shall be disposed of in accordance with Sectian 02110 - Site Clearing. Where the embankment will be m o hillside, the stop. of the original ground an which the embankments ore to be constructed shall be stepped and property drained as the fill Is constmeted so that adverse movements of the slopes do not occur. 3,02 COMPACTED FILL/GRANULAR BORROW A. Preparation of Foundation: Up. completion of the clearing .Perot!...lid jwst prior to placing the fill material on any portion of the foundation, that portion shall be scarified, plowed, or slaked to a depth of 3 inch... All objectionable material exposed by this operation shill be disposed of outside the limits of the fill. B. Placing and Spreading Materlal: The placing and spreading of material hall be started at the lowest part of the section der construction and the fill constructed In layers of 8 Inches. The layers shall soDe sightly towards the reservoir to prevent puddles and provide for foster ff unoin case of rain. Where possible, the layers Mall extend over the entire area of the fill. The distribution SITE ENGINEER: 5�y"� CIWLENM �T� (. SHELBURNE, MERIAONT TEL 802-9111i <i2$ FAX 602-485--2271 a." ACL ceac nail, i SAV PROJECT: O'DELL PARKWAY P.U.D. FARRELL STREET SOUTH BURLINGTON VERMONT DATE ,DEC® kawo.N 1-00 I Aa/SAV f ti5ED SHEET -BLit b-19-NI M/SAV 1ERMOk CC YXL SECTION -WO, SPECIFICATION; Jw" -aNt`ol m� I SCALE r as as C-10 PlOw. No. sm a" gradation of the material, throughout the fill shall be such that there be no lenses, packets. streaks, m Jay.. of material differing subetanllnily In texture or gradation tram The Su oundmg material. The most porous barrow material shad] be placed on Me Portlons of the embankment. D. Compaction: All fill. -hall be compacted to 95% maximum density par ASTM D-696. E. Limits: The embankment *hall be constructed where located and a, detailed In the Contract Plan.. Side slope Mall be 1 vertical to 3 horizontal. F. R-1-larm to the proposed design of the detention pond may be nmessary if. In the opinion of the Engineer, unsuitable material Is found at the pond location. 3.03 SLOPE PROTECTION A. Placement Stone Fill Typed Mall be placed n. at I...tlo Indicated on the plan. to a minimum thlckneae of V-O' In that will -it In a reasonably well graded mg dace. Cara er .If be taken In the pI.dng to Id dleplacing of the -dying material. The stones shoal be placed antl distributed ao that thine 01 be no ac umula- time of either the larger or the smaller atones. Re- arrangement of the stone fill by hand labor m mechanical equipment may be required to obtain the specified results. SECTION 02225 - UTILITY TRENCHING AND BACKF%LNG PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Trench, bockfill, and compact as specified herein and as needed fm Installation of underground utilities located 5 feet outside the buildings. 1.02 OALTY ASSURANCE A. Use adequate numbers of skilled woricera who me thoroughly trained and experienced In the necessary craft. and who ore completely familiar with the specified requirements and the methods needed far proper performance of the work of this .action. B. Use equipment adequate in size, capacity, and numbers to accomplish the wok in a timely manner. C. Comply with requirement. of govemmmlai agenclee having jurisdiction. 1.03 REFERENCES A. ANSI/ASTM C436 - Standard Test Method far Slew Analysis of Fine and Caere. Aggregates. B. ANSI/ASTM 0698 - Standard Teat Method far Laboratory Compaction Characteristics of Sell Using Standard Effort. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. Fill and backflli me-iols: 1. Fill material le Subject to the approval of the Engineer. Material provided can be removed from cawUi S on Site r imported from approved off -site borrow arm.. Materials must be predominantly granular. no-expanelw Soil free from porous matter, organic matter and other deleterio. matter and contain no rocks or lump, over 6 inches In greatest dimension. 2, Rocks having a dimension greater than 2 Inches shall not be placed .Ithln 2 fast of the -told. of pipe. 3. Cohesionless material used for boekNl: Provide Send free from Organic material and other foreign mattar, and ale approved by the Engineer. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the area* and conditions under which work of this section will be performed. Correct conditions detrimental to Limey and proper completion of the wink. Do not proceed until unsatisfactory condition. are corrected. 3.02 PREPARATION A. Identify required lines, levels, centaurs, 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 prim to trenching. If damaged, repair m replace at no cost to the Owns. 2. When existing underground utilities, Mich arenot xheduled far removal m abandonment, are encountered In the excavation, they Moll be adequately Supported and protected from damage. Any damage to utilities Mall be repaired promptly at no additional test to me Owner. 3. If utility service Is Inter ipted as a result of work under this s tim, Immediately restore service by repairing the damaged utility at no additional cast to the Owner. 4. If existing utilities are found to Interfere with the person-t facilities being constructed under this section, immediately notify the Engineer and secure " cti-S. 5. Do not proceed with dlarupllon of Service or permment relocation of unities until written instruction. ore received from the Engineer. B. Protection of persona and property. 1. 0mricdde open holes and d p,..i-e occurring as part of the work, and post warning lights an property adjacent to or with public access. 2. Operate woming lights during hours from dusk to down each day and as ethanol- required. 3. Protect structures, utilities, sldowalke, pavements, and other facilities from damage caused by Settlement lateral movement washout and other hazards created by operations under this Section. C. Oewatering: The Contractor, at all times, shall conduct operatlana so as to prevent the a mulotion of water, ice, and snow In excavations or In the Aclnity of excavated arm., 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 Shelf be promptly removed and disposed of by pumping w other approved means. Disposal shall be carried out in a monrner which will not meat* a hazard to public health, non cause Injury to public or private Property. work completed or In pr ogress. ess. or public streets, nor cause any Muse e( treete d road by the public. Pipes under cmalmcuor Mall not be used for drainage of excavations. E. Maintain access to adjacent areas at all time. 3.04 TRENCHING A. Provide sheetingand shoring forprotection of the 9 n vary work d Ion the Safely of personnel. I. Sheeting and he ang reqtim If he ip.. hs,but shall be removed to the be pull f the pipe, but no sheeting bet be allowed to be pulled, removed, or disturbed below the pipe. B. A trench Mall be excavated to the required depth and to a width Sufficient to allow fin joining of the pipe and amp-tion of the bedding and backfRl materid under and around the pipe. C. The completed trench bottom shell be firm for Its full length and width. D. N indicated an the plans Or directed by the Engineer, poor foundation material encountered below the normal grade of the pipe bad shall be removed and replaced with granular bockfill. E. where pips, are to be placed k, embankment fill, the excawtlon Mal be made after the embankment he, boon completed to a height of 3 feet plus the diameter of the pipe .bow the designed grade of the pipe. F. Excowtmq for appurtenances: 1. Excavate fin manholes and similar structures to a distance Sufficient to leave at least 12 Inches clear between outer surfaces and the embankment or sharing that may be used to hold and protect the banks. 2. Over -depth excavation beyond Such appurtenonces that has not been directed will be eaneidered unauthorized. FYI SUN sand, grave, or Ilan concrete as directed by the Engineer, and at no additional cost to the Dan- G. Excavation shall not interfere Sim normal 45 degree bearing .play of foundation.. H. whine utility runs traverse public property m are subject to govemmenld m utility company jurisdiction, provide depth, bedding, cover, and other requirements ON set forth by legally constituted authority having jurisdiction, but In no case less than the depth Mown In the Contract Documents. I. Where trenching occurs In existing lawns, remove turf In section. and keep damp. Replace turf upon completion of the backfsiing. 3.05 BEDDING A. Pipe Bedding Arm: Prior to laying pipe, bedding material Moll be placed to the limits of the excavation end to a depth beneath the pipe oo specified. This material Mal be either and. gravel, or crushed atone and Mall not contain large lumps and stone. over one Inch In diameter. As the pip. Is laid, bedding material shall be extended to 6 Inches above the pipe and leveled along the width of the trench. 3.06 BACKFILUNG A. Baekfll!" shall not be time in freezing weather, with frozen materials. m when material already placed are fro,ten. B. Backfill mama Moll be evenly spread and compacted In lifts not more than 12 Inches thick or as approved by the Engines. Previously placed or maw materials shall be m.I.twaad by sprinkling. If required, to ensure proper band and. pa<tlon. C. Tranche. which he- been improperly backf fled, endosm or cared up before It hoe been approved Moll be reopened. Refill and compact as specified, m otherwise correct to the approve! rovd of the Engines, at no additional cost to the D. Take special care In bacMYling and bedding operations to not damage papa and pipe coating.. E. No compacting Mal be done when the material Is too wet to be compacted prZany. At such times the wok Mall be epended until the prevl-sly placed and new materals have dried out-ffkiently to permit proper compaction, Or ouch other precautions or. taken IN may be necessary to obtain proper <ompocti-. F. Backf ll material Mall be compacted to the following pereantayes of maximum dry density and the In -plena moisture c-tent Mall not be more than 2% above the optimum moisture content, as determined by Standard P... tor ASTM D698. 7. Around all .tru<tures, under roadway paving, shoulder and embankments - 95X 2. All other "as - 9GZ G. Frost Protection: Pipes laid with less than the minimum cover over the mown and when approved by the Engines shall be protected against freezing by Installation of rigid Insulation far the width of the trench. In -lotion Mal be minimum 2 Inches thick with one additional Inch of thickness fin every fool of depth of piping less than 5 feet. The Meets Mall be placed 6 Inches above the crown of the saws after compaction of the 6 Inch lift immediately above the crown. Coe Mall be ..-Ised by the Contractor during bockfill and compaction over the Insulation. The Meets shell meet the compro elve strength requirements of ASTM D1621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS A. After the tranch has been ba&fillm to above the pipe and has been compacted as specified, check sewme and starmNsns to determine whether displacement has ec-red. B. Visually Inspect pipe Installation by flashing o light between manholes or betTfeen the locations of the manhole', m by memo of a flashlight or by reflecting sunlight with a mirror. C. If the Illuminated Interim of the pipe line shows poor alignment, displaced pipes. or any other defmts, correct the defects to the Specified conditims and at no additional coat to the Owns. D. After visual approval of pipe. a 95% mandrel teal may be required. 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 restoration of arms near or an private properly. (Far further requirements was the General Condition. and the Special Condition of these specifications.) 1.02 SUBMITTALS A. The Contractor Mall, upon award of the Contract, lake onditlane in the project or n e a ne ra h. allbP ob existing < P omrP as directed a the Owner h Shdl be taken These hot Y rP photograph. and/or Suitable 1. Any suitable meta may be used) but the lens must be a wide angle Isms'5having a focal length of not more than thirty -flue aph shall e s. 2. The photographs Moll be al .. i in,.. and a hint. al Inches wide and five an inches long, caved, pt.g; Shea be mwith a tted arked wittnh the Idlowingg Informd bardarlsone. ation tlon oaoq h back: Location Station Data B. Upon completion of the project the Contractor Moll bait cec sond Set of photograph, taken as before. Mowing the onditions In the project meal. Each Photograph shall be marked an the back as apeoifad above. C. Approximately 10 each betas and after photograph. will be rmuiree. 1.03 PROTECTION A. Every effort Mall be made to protect private or public property during construction. All damaged have, shrubs and other vegetation half be replaced in kind by the Contractor of 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 Mall 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 lawn. is to complete the work, the Contractor may elect to cut necessaryremove and stockpile the sod and put It back at the completion of the work, or replace the sod elm now sod. Seeding shell not be onaidered as an approved equal to either of the above altemotives. 3,02 BUSHES A. Bushes which are in the way of the construction and ore I ... ted on private property Mall either be removed, ,tmad and replanted or Mel be replaced at the option of the Owner. 3.03 PAVEMENT A. Existing driveway. and parking arms shall be protected during the construction. Darnoged pawd areas outside the contract limit. Mall be neatly vet Out and replaced with bituminous concrete to the complete Satisfaction of the Owner. SECTION 02439 - STONE FILL PART i - GENERAL 1.01 SUMMARY A. Section Includes: 1. Stan, FYI - Types I, II, IN, and IV. 2. Rip -Rap - Heavy Type, Light Type. 3. Geotextile Fabric. B. This work hall consist of famishing and placing protective mi teriol9 in conformity with the dimensions, ,lewd-e and at the locations Indicated in the contract or as directed by the Engineer. 1.02 REFERENCES A. VAOT Standard Spmifiwtims, Section 7GO. PART 2 - PRODUCTS 2.01 STONE FOR STONE FILL A. Slane far stone fill Mall be approved, hard, blasted Igulw rock other than erp-tine rock containing the br-a variety chry-ill. (asbestos). The Imet aimenaian of the stane shall be greater than 1/3 of the longest dlm-.I-. The stone flit Moll be reasonably well graded from the smallest to the maximum a e two Specified ado IS to form o compact mans when In place. Type I: The longest dimension of the stone shall very from 1 Inch to 12 incha% and at twat 50 percent of the volume of the atone In piece Mall how a bast dknensbn of four Inches. Type II: The longest dimension of the star. Mall wry from 2 Inches to 36 Inehas. and at Imet 50 Percent of the volume If the stone In place shall hove a least dimension of 12 fnchea. Type III: The longest dimension of the stone shall wry from 3 inches to 48 Inches, and at least 50 percent of the volume of the atone In place Shell have a least dimension of 16 Inches. Type IV: The longeat dimension of the Mons Shall wry, from 3 Inches to 60 Inches, and at least 50 percent of the volume of the stone In place shal haw a least dimension of 20 Inches. 2.02 RIP -RAP A. Stone for rip -rap Mall be approved, rough, ..hewn quarry atone, as nerdy rectangular In section as practicable. The .tone Mall be hard. sound and resistant to the action of water and weathering. They shall be of o rock typo other than serpentine rock containing the flbr-s Sudety chrystile (asbestos) and suitable in every respect far the purpose intended. Heavy Type: The individual stones shall hove 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 haw a minimum volume of 16 cubic feet. Light Type: The Individual atones shall have a depth muel to the thickness of the coures of rip -rap. The Hp -rap, complete in place, "I conmit of at-- that hew o minimum wiuma of 1/2 cubic feet. 2.03 GEOTEXTILE FABRIC A. Gmtexllle fabric shall conform to the requirements of Section 02210 - Sit. Earthwork. PART 3 - EXECUTION 3.01 PREPARATION A. The ora to be protected Mau be constructed and graded to the lines Indicated on the Iona o as directed b the p r y Engineer and, if a flu area, oral be compacted. All slopes shall be madntmined to the neat lines Indicated on the plans prior to the placing of geotextile fobric m bedding material, atone fill, rip-rapa slope paving. 3.02 PLACING STONE FILL A. The Specified atop. fill shall be placed In on. coura thickness awl shown on the plans Ina manner that w. result aonably wall graded surface. Care Shall be -taken in the placing to awed dlploclg of the underlying material. B. The Slopes small be So paced and distributed that there will be n mutations of either the larger or smaller sizes of atone• C. Rearrangement of the atone fill by hand labor or mechanical. equipment may be r,q,lrred to obtain the specified results. D. when atone fill and 9-textile fabric ore to be placed as part of an embankment, the protective materials Mall be placed concurrently with the construction of the embankment unless otherwise authorized by the Engineer. E. Man stone NI and geotextile fabric In 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. SECTION 02513 - BITUMINOUS CONCRETE PAVING PART 1 - GENERAL i.01 SUMMARY A. Section includes; 1. Baca Courses 2, Leveling Courses 3. Finish Course B. General: This work shall ...let of one or or e ours.. of bituminous mixture, constructed an a proposedfoundation in accmdonca with These Specifications and the typeof surface being placed, and in conformity with the lines, grades, thicknesses and typical cross sections shown on the plane or established by the Engineer. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who ore completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. All materials and Installation Mall be In accardance with The Asphalt Institute Mmnuol (MS-4) and the VAOT Stanford Specification., 1990. C. Mixing Plant: Conform to State of Vermont Standards. D. Obtain materials from same source Throughout. L03 PROJECT CONDITIONS A. Bituminous concrete shall not be placed between November 1 and May 1. Material shall not be placed when the granular Subbase Ia wet or when the air temperature at the paving site In the tads and away from artificial heat Is as fslow.: Air Temperature Pavement Degrees Fahrenheit Compacted Depth 40 Degrees or below Greater than 1 1/4' 50 Degrees or below Less than 1 1/4' PART 2 - PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to meet the criteria as defined in the VAOT Standard Specifications, Division 700 far Type II (base course) and Type IN (finish course) bituminous concrete. B. Gradation: Materials shall be combined and graded to meet composition limits specified In VAOT Standard Specification, Section 406.03. for the base course and finish course. C. Thickness of paving for drive, and parking late shall be as Mown an the plans, consisting of base course and finish 0. Far pavement reconstruction seas due to t en hag, the depth of each course Mall be Increased by 1/2'. Pavement reconstruction caused by trench reopening due to Improper placement m -approved placement *hall be performed at no additions eoMnto the Owner. 2,02 TRAFFIC MARKINGS A. Traffic marking point to be factory -mixed, meeting the requirements of the VAOT Standard Speclficatime, Section 708.08. PART 3 - EXECUTION 3,01 INSTALLATION A. Install In accordance with VAOT Standard Specifications, Section 406. 3,02 EXAMINATION A. Verify base conditions under the provisions of Sectlen 02210 - Site Earthwork. B. Verify that compacted granular base Is dry and ready to support paving and imposed loads, C. Verify gradients and alewtlons of base we correct. 3.03 PREPARATION A. Matching Surfaces: When a new pavement is to match an existing bituminous pavement far a roadway or trench, the Contractor shall vertically smooth cut the existing powmant over the existing gravel base. The Smooth cut Mall be thoroughly donned and coaled with Emulsified Asphalt, RS-1, just prior to paving. 3.04 PREPARATION - TACK COAT A. when the bottom course of bituminous concrete pavement is left over the winter, or paving l to be mode over Zan edsting bituminous concr-le pavement the existing surface Mall be clawed and Emulsified Asphalt applied before the next course Is applied. B. Also epply to contact surface. of curb.. C. Coal Surfaces of manhole and catch basin frames with el to vent band with asphalt pre avement. Do p not tack coat these surface.. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thlckne.e Idmtlfad on the. plans B. Compact pavement by rolling. Do not displace o extrude Pavement from position. Hord compact in mama Inaccessible to railing equipment. C. Develop rolling eith es-anpasses to achieve even and smooth Fmleh. without roue mark.. 3.06 JOINTS A. Joint. between old and new pavements or between Successive day'. work Moll be made to as to Insure a thmoughand continuous bond between the old and new mixtures. Whenever the spreadinhg process Is interrupted long enough for the mINlure to alm its initial et-lllly the paver Mall be removed from the mot and a pint cm,tructm. B. Butt joints shall be formed by cutting the pavement In o vertical plane at right angles to the eontedins where the pavement has a true surface ae determined by the use of a straight -edge.. The butt joint Mall be thoroughly coated with Emuleified Asphalt. Type RS-1, just prim to depositing the paving mixture.. C. Longitudinal joint. that hove become cold shall be coated with Emulsified Asphalt, Type RS-1, before the adjacent mat is placed. If they haw been exposed to traffic, they shall be cut back to d clean vertical edge prior to painting with the emulsion. D. Unless otherwise directed, longitudinal joints shall be offset at least 6' from any pint In me lower courses of pavement. Transverse jints Mal not be constructed nearer than one foot tram the transverse pints constructed in Ime. coura.s. 3.07 TOLERANCES A. The surface will be tested by the Engineer using a 16 .foot .freight -edge at .elected location. parallel with the contenNe. Any wriotions exceeding 3/16 of an inch between any two contact. shall be satisfoctmly eliminated. A 10 foot straight -edge may be used on . vertical curve. The straight -edges Moll be Provided by the Contractor. B. Scheduled Compacted Thickness: Within 1/4 inch. C. Variation from Two Elevation: within 1/2 inch. 3.08 FIELD QUALITY CONTROL A. Permit no vehicular traffic on surface. until thoroughly coal and hard. 3.09 REPAIR OF SUBSIDENCE A. SelUement - Should any pavement settle within -e year of completion of the Contract, such pavement shall be year at the Contractor a ex pense. If the e Contracts raga to won ch repairs promptly ep p pt y pan receipt of notice to do so from the Owner, than the Owner may make Such repairs a. M necessary and the Contractor all pay the Owner for (orr all Coats 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. NI striping Mall be 4' wide unless otherwise noted. B. Mlscdlane-S - Provide handicapped Symbol. and ail the, miscellaneous signs and symbols ale indicated an the Contract plans. SECTION 02515 - CURBS AND WALKS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Concrete Curbs 2. Concrete Sidewalk. PART 2 - PRODUCTS 2.01 CONCRETE A. The concrete shall haw a minimum comprea,lve strength of 4,000 pel at 28 days and shall conform to the requirements of Cast -In -Plots Concrete, 2.02 ADMIXTURES A. Air-entraiming admixture Mall meet or exceed ASTM C260. Air content shall range from minimum of 5% to 7% maximum. 2.03 EXPANSION JOINT MATERIAL A. Expansion joint matorlal Shea be premelded bituminous filler conforming to ASTM D994. PART 3 - EXECUTION 3.01 CONCRETE CURBS A. Excavation shall be made to the required depth and the base matedol upon which the curb Is to be set shall be compacted to a firm, even surface. All ..it and u suitable material Mall be removed and replaced with suitable material which Mall be thoroughly compacted. 8. Installation: The curb shall be set so that the front top line Is In close conformity to the line and grade required. All space under the curbing shall be filled and thoroughly tamped with material meeting the requirements of the material for the bed course. C. Concrete Mixing and Placing: Compaction of concrete placed in the forms shal be by spading or other approved methods. Forms shall be left In place for 24 hours or until the concrete has Set sufficlntiy Sa that they can be removed without injury to the curbing. Upon removal of the forms, the curb Shall be immediately rubbed down to a Smooth and uniform surface but no plastering will be permitted. For this work, competent and skillful finishers shall be employed. D. Sections: Curbing shall be constructed In sections having uniform length of ten feet, unless otherwise ordered. Section. shall be separated by open pints i/B inch wide except at expansion pints. E. Expansion Joints: Expansion joints shall be famed at the Intervals Mown on the plans using a pre -formed expansion joint filler having a thickness of 1/4 Inch cut to conform to the cross-section of the curb. They shall be constructed at 20 fact Intervals or as directed by the Engineer. when the cum is constructed adjacent to man ret, pavement, expansion joints Mal be located opposite or expansion joint. in the pavement. SITE ENGINEER: ITN SHEIBURNE, VERM04T TEL 802-085-2323 FAX 802-9ft-=M DRAWN y ACL SAV esov® 8AV PROJECT: 0JDELL PARKWAY P.U.D. FARRELL STREET SOUTH BURLINGTON VERMONT cescsao SSv1Nox 5-I-0a AO/SAv 1ey- S T NMInie I4-12-05' AO/SAii FASNOX) 1 - IS5410) FUR bib SPECIFICATION Dare D Mweva Nuemut IS 4U C-11 Huu. No. 9M A F. BockMiing: After the concrete has set suffiaently, the .paces in front and back of the curb aholl be filed to the required elevation with to- of not more than slx inches of the some material as the bedding and thoroughly tamped. G. The Contractor shell protect the curb and keep it in alignment until the completion of the contract. Each curb which Is damaged at any time previous to find acceptance of the work shall be removed and replaced with satisfactory curb at the Contractor. expense. 3.02 CONCRETE SIDEWALKS A. Excavation pand Foundation: Excavation anal1 be made to the required depth and to a width that will permit placing of bed course material and the Installation and bracing of the forme. Bad course, material shell be pieced to the depth and section shown on the plane. When the layer required exceeds al. Inches, two layers of approximately equal depth shall be placed and each lay. thoroughly canpooted so that it is hard and unyielding. The wetting of bod course material may be rpafree to obtain the compaction. S. Finishing: The surface shall be finiehwd with a wood.rt Beet. No plastering wRl be Permitted. The edge. Mall be rounded with an edger having o radius of 1/4 Inch. The surface of the sidewalk, after the floating and screeding process Is completed, shall be finished with o broom of a type approved by the Engineer, drawn over the surface parallel to the transverse pints. Special texturing an sidewalk ramp. Mall be installed In accordance with construction plan details. C. Joint.: Unless otherwise Indicated on the plane or directed by the Engineer, e.ponsl- pint. shall be placed every 20 feet. Expansion pinta shall be formed around all appurtenances such a anhoes, utility lty patand other ob.tm101ona extending^into and through the sidewalk Prw-formed pint filler 1/4 Inch thlek Moll be Installed In these pinta. Epanslon pint filler of the thickness Indicated Mall be fstallel between can cr to sidewalks and any fixed structure such as a building or bridge. This eponslon pint material Moll extend for the full depth of the walk. Between the np... I- joints, the sidewalk Mall be divided at Inlefwle of 5 feet by dummy pinta formed by a jointing tool or other acceptable means as drected to provide grooves approximately 1/8 inch wide and at least 1/3 of the depth. Khan the aid ewalk ie constructed next to a com,not, expan- sion, joint material Moll be placed between sidewalk and curb for the depth of the sidewalk. D. Curing: During the wring period all traffic, both pedaetrlon and Vehicular, shall be nduded, Vehicular traffic shall be excluded for such additional tkne as the Engineer may direct. E. BackNling: Before the concrete has been Opened to traffic, the pace on each aide of the sidewalk Moll be bookfllled to the required elevation with suitable material, firmly compacted and neatly graded. SECTION 0270D - WATER SUPPLY SYSTEM PART 1 - GENERAL 1.01 .SUMMARY A. Section Includes: 1. Pipe Material. 2. Hydrant. 3. Valves 4. Fit tga 5. All other appurtenances necessary to complete the water main system as Mown on the Contract Plane. 1.02 SUBMITTALS A. Product Data: Submit published data irom . manufoctura of products and a,cenarle .pacified, Indicating compliance with requirements to the Engineer and local municipally. 1.03 QUALITY ASSURANCE A. All material' and the Installation procedure shall be In occordonce with the Departmanl of Environmental Conservation. Walt. Supply Olvslon rod the applicable construction ordinoncsa of the tarot municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish ells. tees. reducing tees, eyes, couplings, Ineneas.9, crosses, transitions and and cap* of the some type and cla= of material as the conduit, or of mot.lal having la to the quaior physical and chemical properties as in Engineer as necessary to complete the wet. .Yet-. 2.02 DUCTILE IRON WATER PIPE A. Pipe Malmn l be TytDuctile Iron Class 52 (elzee as Mown on the plans) conforming to current ANSI/AWWA C151/A21.51 latest rewPush-on joint pipe Mall be minimum lhlcknea*0... 52. Push-- pint .......rise Mall conform to applicable requirements of ANSI/AWWA C111/A21.11. B. Pipe Mall be cement mentor lined on the Inside In accordance with ANSI Specification A21.4 except that the ement lnmg thickness shall not be le= than 1/8 Inch. A plus tolerance of 1/8 Inch call be permitted. C. Pipe shall be given an merforr bituminous coating in accordance with ANSI Speciflcati- A21.4 and an extorter bituminous coating of coal, tar or asphalt base In accordance with ANSI Specification A21.51. 2.03 FITTINGS A. Ductile iran fittings Mall conform to ANSI Specification A21.10, 350 PSI working pressure. Cast Iran Clam 250 pipe fittings shall be allowed in fisu of ductile ran fittings Glen 350. Ductile ran compact fittings conforming to AWWA C153-88 w111 be allowed in If- of full body fittings. S. All M.J. fittings shall haw mega -lug glands for additional joint restraint. C. Bolts Mall conform to ANSI Speclficatlon A21.10. 2.04 TAPPING SLEEVES Contact Chomploin Water District prior to scheduling a wet lop at transmission mom. A. Tapping sleeves shall be of the split sleeve design, constructed with two solid half -sleeves bolted together. Sleews shell be full -wrap and full gasket stainless at", shall have a working pressure of at least 200 psi, and shall haw mechanical joint ands with end and aide gasket sods. B. Alt Iron body tapping sleeves shall be provided with a 3/4' NPT test plug, or other provisions must be made for air testing the calve and sleeve at moximum working pressure, prior to tapping. C. All bats and nuts for mechanical joints of tapping Wnws shall be of high -strength. cast Iron or high -strength, low - alloy ate. conforming to ANSI/AWWA CIII/A21.11-90. D. All bats and nuts for flanged pints of tapping sleeves shall be of AISC Type 304 stainless steel. E. All bat.. and ,to shall be sound. dean, and coated with a rust-realstont Wbrkont; their surfaces shell be free of obfectlonoble, Protrusions that would interfere with their fit in the made-up mechanical ar flanged pint. F. All bate and nuts used with all pipe sleeves shall, upon final tightening and testing, be brush coated heavily with bltumaetic cad-pplled material to thoroughly cover all exposed surfaces of the bate and nuts. 2.05 TAPPING VALVES A. Tapping valws Mall conform to ANSI/AWWA C509-87 Standard for Re 111-t-Seated Gate vows far Water and Sewage Systems, except as modified herein. Volves Mall pen counterclockwise and Mal haw a minimum working pressure of 200 pat. Inlet flanges shall be Class 125 conforming to ANSI Specification 016.1 or ANSI/AWWA Ci1D/A21.10, and outlet connection Moll be Standardized Mechanical Joint unless pecified otherwise on the Contract Plane for the type of pipe required for the branch or lateral pinilne. B. Burled tapping .Dives shad be provided with a 2 Inch square tench nut and Mall be Installed with a coat Iran wive box as required to allow positive access to the calve operating nut at al time' In Installations where the depth from grade to tp of wive operating nut is greater than 8'0', a wive stem dear Mall be provided and Installed such that the depth from -1. at- me, nut to grade la from 4'0' to 6'0' (minimum length of vow stem rtaw is 2'0'). Valve stem floor Mall be of high strength steel and of waded construction. 2.06 GATE VALVES A. Valves Mall be manufactured to meet all requirements of AWWA Specification C509-87. Valves 12 Inches and smaller shell be bubble tight, zero leakage at 200 pat working preswre. Valves Mal hew non- ^sing atom.. pen cwntodockalse, and be provided rwith a 2 Inch square operating nut with arrow cost in meta to Indicate direction ,f poring. Each valor shall how maker', name, pressure rating and year in which manufactured cast an the body. Prior to shipment from the factory, eacn vow Mall be tested by hyd... fatk pressure equal to twice the specified working pressure. We wlwa Mai be Mueller. Drneor or Kennedy. B. Burled vows shall be Installed with a -1- bee,. 2.07 VALVE BOX A. Coat Reran New England style slide -type, 5 1/4 inch ahoft, 6 feet :renal, depth. B. Cover shall be cast ran, 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 feet minimum bury and NaOona Standard thread. The hydrant, Mal haw at least 12 inches between the bottom of the steam. cp and the ground. The Contractor Moll verify the hydrant requirements with the local water deportment and fire department. PART 3 - EIEdITION 3.01 INSTALLATION PROCEDURES A. Instollotion of all wetw lines al be In accordance with AWWA C 600 latest revision. B. All pipe and filings *hall be Inopected and tested In accordance with themanufacturer'. specifications and the aforern.0-d AWWA Specif ation.. The Contractor Mal furnish far approval codification from the pipe manufacturer that all tools haw been performed with set lsfrct.y results. Pipe Mall not be Installed without the Engineo's approval. C. Pipe. fittings, and accessories Mall be carefully handled to avoid damage. Prior to the data of acceptance of the project work by the Owner, the Contractor Mall 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 shallbe rejected. If cracks Occur in the pipe, the Contractor may, at his Own expense and with the approval of the Engineer, cut off the crocked 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 onel fitting• Mal be cleared of all foreign matter and debris prior to Inslalallon and Mall 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 w given by the Engineer. Each pipe Mall be so laid as to form a dose pint with the next adjoining pipe and to bring the inverts continuously to the requred grade. G. At al times, when the pipe laying is not actually in progress, the open ode of the pipe hall be Nosed by temporary watertight plug. or by other approved mean . If water 1, In the trench when wok is resumed, the plug Man not be removed until all danger of water entering the pipe has passed. The pipe shall be Instated In trenches and at the line and grade shown an the Contract Plane. Any deflection pinta Mall be within the limits specified by the manufacturer. H. All piping and appurtenances connected to the equipment Mall be supported so that no strain rill be Imposed an the equipment. If the equipment manufacturer's specifications include that piping ]Dade are not to be transferred, the Contractor shall submit certification of compliance. I. Far pressure piping, concrete thrust blocks Mall be Installed at all unrestrained fittings and other location. as Indicated an the Contract Plan.. Minimum becring area Mall be as Mown on the Contract Plan. Concrete shall be 2,500 psi. Concrete Mall be placed against undisturbed material and shall not cover joint., bolt. or nuts, or {lerfee with the removal of any joint. Wooden side forme Moll be Provided far thrust block' J. Conductivity bonds ar wedges Mal be installed at every pipe joint K. A minimum separation of 10' vertical and 10' horizontal shell be maintained between the wtold. of all at. and sawer lines unless a varlance la granted by the Water Supply Division. L There shall be no physical connection between the distribution system and any pipes. pump' hydrants, or tanks which are supplied or may be supplied with a water that is. or may be contaminated. M. The Contractor shall lake all necessary precautlens to prevent flotation of the pipe in the trench. N. All trenching safety standards shall be In conformance with all applicable State and Federal quidelfnes. The Controctor Mall be solely reponsible for any safety citations by State or Federal Inspectors. 3.02 SETTING OF VALVES AND F17TINGS A. valves. fittings. plugs, and cape shall be set and pined to pipe in the manner specified above for laying and 'pining Pipe- B. Valor box- are to be Imitated - all burled valves. The born shall be cast ron'. with a minimum 5 1/4' diameter and long enough to extend from the valve to finished grade. The boxes shall ami .e the operating nut and alu Ning box of the wows. Voles boxes shelf not tron.fer load. onto the valor. C, Covers shell be dose fitting and dirt tight with the top of the cover flush with the top of the be. rim. Covers .hall be marked 'WATER' with an crow Indicating the direction of pping. 3.03 SETTING OF HYDRANTS A. Hydrant. shell be lowtad as shown or .1 directed so al' to provide complete accessibility and minimize the possibility of damage from vehicles or Inury to pedestrians. B, Who placed behind the curb, the hydrant barrel shall be set so that no portion of the pumpar or holes nozzle cap will be Ies than 6 inches nor more than 12 inches from the gutter rote of the curb. C. when set in the lawn pace between the wrb and the sidewalk, or between the sidewalk and the property line, na portion of the hydrant or nozzle cap shall be within 6 Inches of the sidewalk. D. Ail hydrants shall stand plumb and shot[ have their nozzles parallel with, or at right angles to, the curb, with the pumper nozzle facing the woo, except that hydrants haying to. hose nozzles g0 degrees port shell be at with ozzle facing the curb at angle of 45 degrees. Mea{h is shell be set to the set �Iiahee grads, with nozzle. at least 12 inches elbow the ground, as Mown or as directed by th. Engineer. E. Each hydrant Mall be connected to the main with a 6 Inch cast Iron branch controlled by W Independent env Inch gate Volvo, union otherwise specified. F. The waste opening of all hydrants will be aecurdy plugged 3.04 DISINFECTION A. Disinfection of the pipatine Mall be directed by the Engineer and costs far al wet., materials, equipment and labor to .perform the regWred testing shall be at the Contractors experes AWWA Standard C-651 (latest revision) shall be used as a basis far the disinfection process. All disinfection/ testing shell be completed by an Independent third party unlit. otharwin approved by the Engineer or local municipality. B. The Engineer will aquko ale minimum: 1_ Complete flushing f the pipeline to wash out al dirt. debris, etc. which may haw accumulated in the pipeline during construction 2. F.,...g flushing (to dean dear wet.), the Contractor will add chlorine to the entire pipeline volume of water such that the water will haw not lam than 25 mg/L free chlorine, and let the mixture =t for at least 24 hwr' 3. After the 24 hour duration, the water In the pipeline shall be ye tested for r=Iduol free chlorine and must contain o Inlmum of 10 mg/L chlorine. If leas than 10 mg/L e found, than the disnrepeated until fectlon procedure all be a repeated at legal 10 mg/L chl.ina residual Ie indicated by toot 4. Upon c-eful completion of the elpe above, the pipeline Mal be flushed again until the hlorl.. pecentratim in the pipeline is no higher than that wlling In the supply ay to After this final flushing and before the pipeline is placed in wervics, bact.iologicd samples Mall be collected on two consecutive days, and submitted to the Vermont Health Department far analysts, If the Initlal disinfection falls to produce samples shlch pas. the Vermont State Health Department requirements far potable drinking water, than the process shell be repeated until satisfactory results are obtained. Upon =tisfactory recaps by the Vermont State Health Department, tin pipeline may be placed In service. 3.05 PRESSURE AND LEAKAGE TESTS A. The Contractor shall furnish ail gauges, testing plugs, caps and all other necessary equipment and labor to perform Ipkoge and pressure tests I. section. of an approved length. Each Valved section or a maximum langth of 1.000 feet of pipe Mall be tested. The Contractor Mall provide at his own expense any additional taps to the water line no nory to p.fortn the preswre and leakage feet between valves. All dlslnfectlon/teeing Mal be completed by an Indpendenl third party union otherwise approved by the Engineer or local municipality. B. All water required far testing shad be potable. All testing shall be conducted in the presence of the Engineer. C. The Contractor Mall make the necenary provisions to tap the pipe at the high point to release all air and shall plug e it. completing the t-t Hydrants or blowoffs located at high points may be used far at -release in live of taps if approved by the Engineer. D. For the pressure test, the Contractor Mall develop and maintain far two hours 150% of the working pressure or 200 pal, whichever Is greater. Failure to held within 5 psi of the designated pressure for the two-hour period constitutes a failure of the section tested. E. No pipe installation shall be accepted if the leakage is greater than that determined by the following formula: L= ND(P)0-5 Lan P 0.5 7,400 Whkhev. is le= S - Length of Pipe Testing L a Allowable Leakage in Gal/Hr D Nominal Diameter of Pipe ) P = Average Test Pressure (psi N Number of Joints in the Pipeline Tested Alt testing shall be conducted In accardan- with AWWA C600 (latest revision). F. Should any section of pipe foil either the pressure or i Contractor shall do everything leakage fast the yt g n eery 9 to locate 0 repast or replace the defective Dipa. fittings al, joints at n no coat to the Owner. SECTION 02725 - DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Drainage pipe and appurtenances. 2. D.In.g. et..tu... B. Related Sections: 1. Section 02225 - Utility Trenching and Backfllling 1.02 SUBMITTALS A. Manufacturer'. technlcal data for. t. Pipe and appurtenances. 2. Structure.. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Furnish site, tees, reducing tees, eyes, couplings, increasers, crosses, transitions and and cap, of the same type and does of material as the conduit, or of malerlal having equal Of superior physical and chemical properties ale acceptable to the Engineer. 2.02 DRAINAGE PIPE AND PERFORATED PIPE A. If the Contract Plans do not specify a particular type of pipe, at the Contractors option, the following materials may be no: 1. Polyvinyl Chloride pipe conforming to ASTLI Specification D3034 or F679, (PVC)eewer pipe and fittings SDR 35. 2. Corrugated Polyethylene pipe and fittings (smooth Int.lor) meeting the requirements of AASHTO M-294 and M-252 203 CONCRETE STRUCTURES A. ASTM C478, .4ild - indicated. 2-04 METAL ACCESSORIES A. Manhole frcmee and c wra: 1. Grey cast Iran, ASTM A48, as shown on plans. PART 3 - ENECUTION 3.01 INSPECTION A. Examine the aye and conditions under which storm sever .plan work {s to be installed and notify the Engineer in sitting of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work will unsatisfactory conditions how bean corrected. 3.02 GENERAL A. When existing underground utilities, which are not scheduled for removal or abandonment, are onccuntered in the excavation, h all be adequately • orted and protected xtaw m they M data y supported per d pro damage. Any damage t utilities shall be reared promptly at no additional coat to the Own.. 3.03 PREPARATION A. Hand trim ex valmn (where necessary) to required alewtlans. Correct over-exeawtians with fill material. B. The slopes Mall be graded to match the grade as shown on the plane. Where required, and sectlons shall be placed and backfllled to prevent undermining. C. Remove large stones or other hard matter which could damage drainage structures or impede consistent backflling or compaction. 3.04 INSTALLATION OF PIPE A. Pipe shot 1 be installed in accordance with Section 02225 - Utlity Trenching and BackfllIng. 3.05 INSTALLATION OF DRAINAGE STRUCTURES A. Precast concrete stuctures: 1. Place precast - crate structures and covers as shown on the Contract Plans. 2. Where manholes occur in pavement, set tops of frames and covers flush with finish surface. 3. Provide rubber joint gasket complying with ASTM C443. 3.06 INSTALLATION OF STONE FILL A. Place stone fill as Mown on Contract Plans. SECTION 02730 - SANITARY SEWER SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Gravity Sewer Pipe 2. Manhole Structures and Appurtenance. B. Rdated Sections: 1. Section 02225 - Utility Trenching and Backfilling 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessorise pacified, indicating eempllance with requiramants 1.03 QUALITY ASSURANCE A. All sanitary sewer material, and construction of some shall be a, shown an the Contract Plans and Moll meet the requirement. of the Stale of Vermont Agency of Natural Resources (Department of Environmental Conservation) and the Public Works Standards and Specifications of the locul municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish ells, tees, reducing tees, eyes, couplings, Increasers, crosses, tronsitiona and antl cap, of the some type and class of material a. the conduit, or of material having equal or superior physloal and chemical properties as acceptable to the Engineer to provide a complete and operable .yet-. 2.02 PVC GRAVITY SANITARY SEWER PIPE A. PVC aware, pipe whalt conform in all respects to the latest revision of ASTM Specifications 0-3034 ar F679, Type PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fittings, SDR 35 pipe. All pipe and fittings shall be clearly marked as follow.: - Manufacturer's Name and Trademark - Nominal Pipe Size (.. shown on plans) Material Designation 12454-C PVC - Legwnd "Type PSM SDR 35 PVC Sewer Pipe' or 'PS 46 PVC Sew. Pipe Designation ASTM 0-3034 or F679 B. Joints Mall be push -on type using eI.atomelic gaskets and shot conform to ASTM D-3212. The gaskets shall be factory Installed. The pipe shall be furnished in nominal 13 foot lengths. Sufficient numbers of short lengths and full machine fittings shall be provided for use at manholes and connections. All connections will require the use of manufactured fittings, Field fabricated, saddle -type connections will not be considered acceptable. 2.04. MANHOLES A. Manholes MINI be sized as indicated - the plan and shall be precast concrete with a monolithic base and shall conform to the latest version of ASTM Spec(( otion C478. B. Shelves Mall be constructed with concrete having a minimum compre=ive strength of 3.000 pal at 28 dap. Inverts for nww manholes shai be as shown an the plane and details and Shall be constructed with concrete or brick, per the local municlpallt/e standards. Inverts shall haw the exact shop, of the sewer to which they are connected, and any change In size of direction shall be gradual and even. C. NI manholes One to be provided with cpolymer polypropylene plastic slops with at" reinforcement t2 inches on center. D. All manholes shall be provided with rough, groy, cost Iron onhole homes and covers. Ali ire coatings Mdl be thoroughly cleaned and than coaled with hot tar before being delivered. Frames and corshall be LeBaron LC 266. or an approved equal, and how aminimum weight of 400 pounds. E. Precast risers and bases for manholes shall conromn to ASTM Specification C-478. The pipe opening In the precast manhole system Mall how a ast-In-place flexible gasket or on equivalent system for pipe installation as approved by the Engine.. Joints between manhole risers Moll be 1 minimum width flexible gasket or approved equals PART 3 - EI@WTION 3.01 GENERAL A. Care Mall be exercised by the Contractor to avoid ' dlarupting the operation of existing sanitary sewer facilities without prior written approval of the Engineer. B. when existing underground utilities not scheauled far emoval or abandonment are encwnlered In the excavation, they Moll be adequately supported and protected from demo9e, Any damage to unities shall be repaired promptly at no additional ..at to the Own.. C. Installation of pipe shall be in accordance with Section 02225 - Utility Trenching and Backfill{ng and as specified by this section. 3.02 BEDDING FOR PIPE A, The bedding malerlai Mall be shaped to fit the pipe for a depth of not leas than 10 percent of Its total height and Moll haw rec-seato race{- the bell. 3.03 LAYING PIPE A. In general, sew. pipe Mall be Installed In accordance with the latest detailed Instructions of the manufacture. B, The laying shall begin at the outlet and and the lower segment of the pipe Mall be in contact with the shaped bedding throughout Its full length. Bell or grooved ends of rigid pipes and the circumferential lops of flexible pipe Moll be placed facingupstream. C. All pipe and fillings Mall be carefully examined for defects and no pipe or fittings Mall be laid which are known to be definitive. If any defective piece I. discovered after laying, It shall be removed and replaced at the Contractors expanse. All plaas and fittings Mall be cleaned before they are told and Moll be kept clean until occwted In the completed work. D. The pipe shall be laid to conform to the lines and gradee Indicated an the drawings or given by the Engineer. Each pipe Mall be so laid as to form a close joint with the next adjoining pipe and to bring the Invert. continuously to the required grade. E. The Contractor Mall take all necessary precautions to prevent flotation of the pipe in the trench. F. when pipe laying Is not In progress. the open ends of the pipe Mall be closed with temporary watertight plugs, If water is In the trench when work is resumed, the plug Mall not be removed until all danger of water entering the pipe 1. eliminated. 3.04 GRAVITY SEWER PIPE TESTING A. The Contractor shall provide all necessary equipment and instrumentation required for proper completion of the flushing and testing. Welty of water, test procedures, and method of disposal of water Mall be approved by the Engineer. Prior to testing, flush with water to narrow construction aebrl.. B. All testa Mall be made In the presence of the Engineer. Preliminary tests made by the Contractor without being observed by the Engineer will not be accepted The Engineer will be notified at least eight hours before any work is to be inspected ar tested. C. The maximum seww length to be tested of one time shall be that length between any two manholes. D. Alf Testing: Low pressure air testing Mall be conducted in accordance with the following procedures: 1. Each and of the test section shall be plugged, capped and braced. Necessary safely precautions shall be taken to prevent blowouts and possible Injury. SITE ENGINEER: 1-3 )INATMSHEMRNE. VERMONT TEL- 802-90-2323 FAX 802-985-22711 DRAM ACL CB.CKBD SAV P=yw SAV PROJECT: O'DELL PARKWAYI P.U.D. ! FARRELL STREET SOUTH RURLINGTON VERMONT .AT. c=c® I R.v"" I-na Aa/SAV `flwSED SHUT NUYBM 12-05 AcL/$AV EAS caw 1 -ISSUED FOR Rl SPECIFICATION .Ater DH4wma NU - I- * ,w C-12 P..NwsN.y. No. SIM 2. An air hose Mall be c eats to a tapped plug used for an air Inlet. The hose will be connected to the .1, control equipment, which shall Include vows and pmmwrt gauges. These shdI allow air to enter the teat Ill., monitor air prewre In the sewer, shut off air, mne provide pressure reducllan and relief. The g pressure gauge 6hd1 haw a range of 0-10 psi with divisions of 0.10 psi and accuracy of 0.05 psi±. 3. The air compressor and air supply shall be connected to the test line and the lest section filled slowly, until constant pressure of 4.0 pap is maintained. 4. A pressure above 3.0 Palo shall be maintained for at least five minute, to allow the temperature to atabiloe, A check far leak. shill be made and if any am found, the Pass.. shot) be released and the Inking replaced or "'I'd. S. After the stabilizatin er I ported, the pressure ct to 3.5 p P saw adjusted pelq not the t supply the test line B. Measure d record m ikma Itto 2 i the bat Ilno p.uureato drop from 3Is ps)g to 2.S psig. 7. If the groundwater table l I above the pipe, more above teat pressures the Ins la each foot the ore requirements e Is above the Invert of vie pipe. 8. The Uof this specificationmerol shall be onaidered Sato m If the lime -5 to I e ens /or the pthe average to back a from 3of to gr pal greats than the average back preesro of shy that comp that may submerge t the plea is not less than that computed according to the following table: Minimum Test Time for Variou9 Pipe Sizes Diameter (inches) Time (sec./100 Ft) 4 18 6 45 I 75 10 90 12 110 Minimum Test Period a 1 minute 3.05 MANHOLES A. Ths excavation sholl be to the depth indioats on the plane a ordered by the Engineer, and carefully shops and graded. B. Manhole -time shall be precast t lm rid shall -form to the dimensions Indicated on the plane or ctlered by the Eng ne- C. Channel., inverts and floor arms for sewer manholes shall be constructed of brick Old mortor or concrete. Inverts shall haw the axed .hope of the serer to which they ere connected and any change I size Or di a tIon shall be gradual and even. All construction of ewer manholes must be carried Out to Insure watertight nark. D. Is rsq,ked coursex f brick shall be placed an lop of the cret. to the elevation Indicated On the plan Ordered by the Engineer. Brick Moll be laid In an appropriate manner by a competent mason. After the brick. am laid, the Joints on the Inside of the brick masonry shall be neatly pointed. The outside surface of the brick sholl be covered with mortar of the sums quality as used for laying the bricks .o that a reasonably smooth surface 1. obtained. E. The cast ion from, shall be net as Indicated on the plans In a full mortar bed. The grade m cover shall be properly placed in the from.. 3.06 MANHOLE TESTING A. Manholes shall be tested separately by one of the following two pro cedures: 1. Exflltrution Leakage Test: All pipes and other opening* Into the manhole *hall be suitably plugged and the dugs braced to wevent blowout. The manhole shill then be filled with water to the top of the cone sector. A period of time may be permitted, if the ContraC t I r f for p rishse, a d o a absorption. At the end of this earls, the manhole shall be refilled to the top of the cone, If necessery, and the measuring time of at least four hours begun. At the rid of the test period. the manhole shall be refilled to the top of the cane, measuring the volume of water added. This amount Mall be converted to gallons per vertical foot depth for 24 hours. Thb leakage for lath m-hot, Mall ed on not excee gallon/vertltal foot/day. If leakage x...do the allowable rob, real* Moll be made a approved by the Engineer and the manhole remitted. If the Contractor elects to bodkfill prior to testing, the testing shall be at his awn risk, and It Mall be umbent upon the Contractor to determine the reason for any failure of the test. No adjustment In the leakage on allowance will be mad, for unknown causes such rpt leaking plugs, absoi, etc A will be assumed that all loss of water during the teat is a navalt of Inks through the jolts Or through the concrete. Furthermore, the Contractor shall take any steps necessary to assure the Engineer that the water table is boor the bottom ef the manhole throughout the test. 2. Vacuum Test: This method of testing mnhde. far us leakage involves the e of a device for sealing the lop of the mnhde cane section and pumping the air Out of the manhole, creating a vacuum and holding thin vacuum for a prescribed period of time. The procedure for this teat is as follows: a. All lifting holes she e.terior Joints Mall be filled and pointed with on approved fin -shrinking mortar. pl The cometed manhole shall not be b-011led prior to testing. Manholss which haw been backflled shall be excavated to expose the .tire ezterior prior to vacuum leaking or the manhole shall be toots fur leakage by means of the exf9tratln leakage lest b. All pipes and other openings into the manhole shall be suitably plugged In a monnw to prevent displacement. c. A plate with on Inflatable rubber ring the size of the top of the manhole shall be Installed by Inflating the ring with air to pressure adequate to prevent leakage of air between the rubber ring and the manhole wall. d. Air anal, then be pumped out of the manhole throegh n opening In the plate until a vacuum Is created I.elde of the manhole egad to 10 Inchw of mercury On n Oporoved vac m gauge. The remof air .,a,dt men be stopped oval and the fast begun. ere The manhole shall ease this test If the wcuum holds at 10 Hg or drops no lower than 9" Hg within the following time.: Time Depth of 4' Manhole Minutes Seconds 0' - 10' 2 0 10 - 15' 2 30 15' - 20' 3 0 21Y - 25' 3 30 f. If the vacuum drop exceeds 1' Hg during the pacified time periods, the morthoe, shall be needed and Step. 2 through 5 tbe- repeated until the vacuum held. far the p..Ifl d time. g. After the manhole passes the wcuum test, it shall be backfilled carefully so that no leak, are created. If the manhole ens disturbed in any way during backfill, it shall again be vacuum tested no -ding to Steps 1 through 5 ,bow. If the anhot fails the vacuum test, the Contractor shot] tool the manhole using the manhole exfiltratin test. In- The Contractor shall provide the Englnesr with a written log of each manhole leakage test .suit. i. Manholes shall be tested and accepted prior to building manhole Inverts. SECTION 02921 - LANDSCAPE GRADING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes 1. Finish grading; bring rough grade In area, to design elevations as shown on the drawings. 2. Topsog: Work shall consist of furnishing, placing and .hoping topeall, or placing, .wading, and .hoping topsoil farm stackpitee or stripped area.. PART 2 - PRODUCTS 2.01 TO `s L A. On -site topwY shall be natural surface laysns of sell stripped. grubbed, stockpiled, and conditioned. If and additistoonal topsoilshallt be brougghl Infromo/o/p-ante dte the tuner's expense for areas lacking sufficlant topsoil to support. vigorous plant growth. B. Topsoil shall be loose, friable, roo-ably froo of admixturee of subsoil, free from refuws, stump., roots, brush, weed., rocks, and stone. 1 1/4 inch In overall dimensions. The topsoil shall also be free from any material that will P.vnt the formation of a suitable .hall contain not lees than threeetion (3) hod plant er mom Nonttwenty (20) percent argani. matter as determined by toes --- Ignition of oven -dried sample. drown b the Engineer. Any material inm which has become mixed with undue amounts of Submit during any operation at the source or during placing spreading will be rejected and shall be replaced by the Contractor with acceptable mabr 1, C. Topwll shall consist of sandy loom, loom or gilt loam with the following maximum proportion. of materials as determined by slew ondyslImpaction, e w SO-SO silt: 0-20 day, and shag be dark brown I color when dry. D. ears Topsoil: Provide name of aO.YCs. Each source of borrow topsoil shell be natural surface Lit from well drakled areas. PART 3 - EXECUTION 3.01 SUBGRADE PREPARATION A. Dean subgrods of all stump., atones, roots, trash Or other materials which might hinder proper tillage Or spreading. B. All surfaces an which topsoil Is to be placed shall be graded to a rwsonably true surface and scarified by raking, discing or other approved means to o minimum depth of two inches betas placing topsoil. 3.03 PLACING. TOPSOIL A. Minimum find depth of topsol shot[ be 4 inches. B. Place topsoil who seeding perotlons can closely follow spreading operations. Use topsoil In relatively dry slate. C. Topsoil shall be spread and shaped to the lines and grades shown on the plans, w as directed by the Engineer. The depth stated In the contract to which the topsoil 1, to be placed Is that required after find rdlIng of the moterid has token plo- All stone% rots and debris over 1 1/4 Inch In diameter along with shy sodding weeds and other undesirable mates] Mall be. removed, D. After shaping and grading, all trucks and other equipment shall be excluded from the tupwlled area to prevent sselve compactlon. The Contractor Mall perform won Pak as required to provide a frloWe surface for seed gemination and plant growth prior to ...ding. E. theIl ,haln l be the Ctrci.t e. reponas abillty to .etto 1'lne. gratis and surface all oroded coos with apprawd material rid to keep tops lied areas in acceptable condition until the completion of the work. SECTION 029M - PERMANENT SEEDING PART 1 - GENERAL 1.01 SUMMARY A. Section Includ.s: 1. Furnishing all labor, mataids, and equipment to co -pleb all seeding work as shown an the drawings and specified hwein. 2. Except where otherwise shown or specifled, the Contractor shall seed all arsae where new contours are shown on the dr Ihip; rid all a eos whore e.istlg ground cow has been disturbed by the Contractor's operations. B. All work and materials of this Section shall conform to the appllcoble requirements of the VAOT Standard Specifications. Division 600. 1.02 SUBMITTALS A. Provide the following far approval Pic to dellvery to the sits: 1. Suppliers CwtilcOm of Compliance attesting that Ilme, fertlloor and seed meet the requirements specified. 2. The Contractor shill provide representative topooil samples far testing and approval, deliver samples to a public extension swvice agency testing laboratory, haw testing report sent directly to the Lndecope Architect and pay all costs. Testing sholl report an mechanical Old chemical PH soluble salts) ondyale. Report Moll be submitted at least she month before shy looming Is to be den.. 1.03 SEEDING SEASONS A. Seeding and initial fertilizing shall be done between May isl and September 15th, unions otherwise authorized. Seeding shall not be done during windy weather or when the grand is frozen, excessively wet, Or otherwise untiilable. If seeding Is done during July er 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 ccbnotes. 100% shall pass the 10 mesh slew: minimum 90% shall Doss the 20 mein slew; minimum 40% 2.02 FEP.IILIZER A. Fertilizer Mall be commerciol grade granular fertilizer required far sell conditions as specified In Section 643 of the VAOT Standard Specifications. The fertilizer shall be delivered to the project in new, dean, .-led containers which bear a label fully describing the content,, the chemical noty"' of each nutrient, the fertilizer grade, the net bulk, the brand and the name and address of the manufacturer. The fertilizer and label. shall conform to II existing Slate and Federal regulations, and shall meet the standards of the Aseocietin of Official Agrlculturd Charm... 2113 GRASS SEED of the r sales A. prop 1.sh, dean, new -cop ees green p proportions and MkitimumPercentage percentage, of purity, germination and maximum Deruntaga of weed eel as follows: 1. Park. need shall nPlndty be used on loam areas. This seed mixture ahall cnf-M to the following table:. Minimum Minimum Kind of Seen P awmination Lbe/ecru Creeping Red Fescue 96% 85X 40 Perennial Ryegross 98% 90% 50 Kentucky Mustiness 97X 85X 25 Redtop 95% BOX 5 TOTAL - 120 2. Slope seed shall normally be used for all dope work. ally 3:1 w steepe,. and shall conform to the fallowing table: Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Geeing Red Fescue 96% 85% 35 Perennial Ryegrdae 98% 90% 30 Redtop 95% BOX 5 Smooth Bromegross 96% 85% 10 TOTAL - 80 ere The seed mixture shall be delivered in new, dean, se led containers. Labels and content. shall conform to all State and Federal regulations. Seed shall be subject to the testing provisions of the Association of Official Seed Analyst.. Mixes containing Sweet Dover, Wtilb Clover, w BNdfopt Trifoln shall not be used. 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 mulch.. ore acceptable far u 1. May mulch fre of weeds and coa.e matter at o to of 90 pounds per 1.000 square fast. 2. wood fiber applied In a slurry (1/6" or longer) at a rate of 40 pound, per 1.000 square feet. 2.05 WATER A. All water used shill be obtained from fresh water sources old shall be free from Injurious chemical and other toxle substance. harmful to plant life. No water which Ls brackish will be permitted at any thee. The Contrgyta shall Identify to the Engles all inCo. o1 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 of any time and haw a laboratory teat the samples for chemical and saline content. The ConlroctOr $hall not use any water from any source which Is disapproved by the Engineer following such tests. 2.06 HERBICIDES A. A pre -emergence herbicide, sidurn (lupwnl shill be applied to the finished top.9 If seeding is to Occur prior to June 1. This type of herbicide ire effective against germinating need$ - it kills the plant. before they emerge to the sell surface. More Importantly, It does not interfere with the germination of trod ...n groww. such ae Kentucky Bluegrass and C-26 Hard Fescue. Contact Engineer prior to application. B. Appllcotin: Contractor Mall use extra care In handling. Sldurel, commnly known an 'taper % shall be applied at the manufacturer's recommends .tare 207 FINAL FERTILIZER A. "Uramite' or 'Nllroform contoining 38% nitrogen in a slow release form. PART 3 - EXECUTION 3.01 PREPARATON A. Examine finish surfaces and grades. Do not ,tart seeding work until unsotlefootery, rr comiltions we coects. Perform seeding work only after pionting and other work Imting ground surface has been completed. B. Notify Landscape Architect at least news (7: rkmg days prior to starting seeding. C. Proper .. red s immediately prior to seeding follow. 1. Loos. doll of seedare.9 to a minlm, depth of 4". 2. Removesties over 1' in any diamei. nd stick.... roots, rubbish and extraneou. mattes. 3. Remove existing woods and grosses by .,idling or tilling under. 4. Grade woos to be seeds to a smoothfree draining even surface with a loose, moderately -or- texture. 5. Remove ridges Os 81 depressions as required to drain. fire Restore prepared aregs if eroded m disturbed prior to seeing. 3.02 SEEDING CONDITIONS A. Seeding shall not be done when the ground is frozen. now covered, muddy, or In any other unsatisfactory condition for planting. No seeding operations shall be conducted under odw.e weather conditions or who sell moisture conditions we unfavorable (too wet or too dry) or when winds exceed 5 MPH. B. Construction method. Moll be those established ae agronomically acceptable and feasible. The Contractor shall keep all equipment and vehicular and pedestrian traffic off Ore.. that how be. seeded to prevent e..Sslw compaction and damage to young plants. Where such compaction has Occurred, the Contractor shall rework the soil to make o suitable seed bed; then reseed and mulch such orate with the full amounts of the speolfled materials, at no extra expense to the Owner. C. Surface end seepoge state, should be drained fir diwrted from the site to prevent drowning or winter killing of the pfanlr D. All areas and pals of aeeas which fall to show a uniform stand of grass far any reason whateoewr shall be reseeded, and such areas and parts of area, net be seeded repeatedly until all areas are covered with a satisfactory growth of grass. E. Watering Is considered o neceewry element for establiMment and survival. F. Where ryegraas has been planted for temporary erosion control and he. not been eliminated prior to the compiello sn ea of the work, such a s shall be disced at least 3 Inches deep and seod for permanent greases to prevent the ryegrasa 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 tkne of seeding and Ine-paromd into the -it. Kinds and ou is of lime and fertilizer should be based an an evaluation of soil tests. When a OR feet le not available. the following minimum amounts should be applied: Agriculture l Ilmawtone. 2 ton, per acre or 100 to.. per 1,000 square feet. Nitrogen (N). 50 Ibs. per acre or 1.1 Jibs. per 1,000 square feet. Phosphate (P205). too lbs. per acre Or 2.2 Ibs. per 1.000 square feet. Potash (K20), 100 Ibs. per acre or 2.2 Ibs. per 1,000 square feet. (Note: This Is the equivalent of 500 Ibs. per ace of 1G- 20-2D fertilizer. or 1,000 Ibs. per acre 5-10-10). B. Seed should be spread uniformly by the method most appropriate far the site. Method. include broadcasting and hydroeding m follows: oo 1. Broadcasting: Sow seed using mechanical spreader at a rote of 4 Ibs./1,000 equom feet. Distribute seed verily over entire area by sowing equal quantity In tow directions at right ogles to each other. Rake awed lightly Into top 1/8" of topsail. roll lightly rid water with . fine spray. 2. Hyd o ending: Mix specill seed, fertilize and pulverize mulch In sate, using equipment specifically dwigna for hydroseed application. Continua mixing until uniformly blended Into homogenous slurry suitable fa hydraullc application. Apply slurry uniformly to all areas to be seeded. Rate of application as required to oblai. specified seed rowing rate. 3. Hydraulic application of seed will not be allowed within 200 feel of the detention pand. 3.03 MULCHING A. Mulch materials shall be spread uniformly by hand a machine at a rate of two 50 lb, bass per 1,000 square feel. 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 weeding and shall c.tinue until acceptance. 8. All mulches must be inspected periodically, in particular after rw-torm., to cheek for rill eras in. Where ...ln Is observed, addltbnal mulch shall be applied. Net should be inspected after rainstorms far dislocation m follum. If washouts or breakage Occur, reinstall net as necessary after repairing damage to the slope. Inspections should take place until grasses are firmly established. Grasses shall not be considered established until a ground c ochleved which hi mature enough to central soil orodon and to wr Iw .e weather tonaitlne. Where mulch is used in con)unclion with ornamental plantings, inspect periodically throughout the to determine if mulch m y 9h year ch in d maintaining coverage of the soil surface; repair as needed. C. Seeding areas shall be protected and maintained by watering, swedlg, mowing, weeding, rolling, Insect or disease control measures, re -fertilizing and repair of washouts which are necessary. C. The Contractor Mall maintain all seeded areal until full vegetation Is established. D. All seeded cogs shall be kept fise from woods and debris, such a. et-.., cablwe, baling wire. and all top. 4:1 Or Iona (flatter) and level turf shall be moved in the following manner. 1. When gross reaches a height of 4-6". mow to a height of 7 2. At leant two cuttings shall be mode. prior to final acceptance. E. FoliorIng mowing, all por anent a singgrass area (mowed and unmowed) shall Ive a uniform e pplication of slow release fwtlllzw hydraulically placed at the rate of 10 pounds per 100 square feet. 3.05 ACCEPTANCE A. Inspection to determine k 'pt ce of seeded ens will be mode by the L tl pro - t t upon C w's written r k: Tuest 1. Provide notification a ,set ton (10) won. days before requested inr.::.ution date. B. Sec ;u areas will be acceptable provided all In, . tin and maintenance requirements haw been com; with and a healthy uniform low! estabNMed. C. Upon acceptance, the Jwnw will assume malnle, 3.06 WARRANTY A. All seeded areas will be waronted for o period of twelve months from date 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. Type A Stabilization Hvdraul'caliv Aoal'ed M 4 h EcoAegi, or approved equal Application Rate 4,D00 Ibs per acre Composition - Refined wood fiber (90% by weight) Blended hydrocolloid-based binder (10% by weight) Water Holding Capacity - 10 times own weight Surface Coverage Thickness - 1/8" to 1/4" Nor t 09 North American Green 05-75 Fully degradable -non-woven Fully bio-degrable pins in mowed areas (lasting 3 to 8 weeks and may require multiple installations) Type B Stabilization Hvdraullnally�Opfed Mulch EcoAegls or approved equal Application Rate 3,500 be per acre Composition - Refined wood fiber (90% by weight) Blended hydrocolloid-based binder (10% by weight) Water Holding caPacity - 10 times owoeight Surface Coverage Thickness - 1/8- to Nottin rth American Green DS-75 Fully degradable - non -woven Fully blo-degrable pins in mowed areas (lasting 3 to 8 weeks and may require multiple installations) Type C Stabilization Hyd our lically ADolied Mulch EcoAsgis or approved equal Application Rate 3.000 Ibs per acre Composition - Refined wood fiber (90% by weight) Blended hydrocolloid-based binder (10% by weight) Water Holding Capacity - 10 times own weight Surface Coverage Thickness - 1/8" to 1/4" North American Green OS-75 Fully degradable - non-wown Fully bio-degrable pins in mowed areas (lasting 3 to 8 weeks and may require multiple installations) Type D Stabilization I{yy our lical(y Aaolied Mulch Application Rate 1.500 )be per acre Composition - Standard wood fiber Blended hydrocollond-based binder Surface Coverage Thickness - 1/8" to 1/4" NorthAmericanGreen DS-75 Fully degradable - non -woven Fully bio-degrable pins in mowed areas (nesting 3 to 8 weeks and may require multiple Installations) SITE ENGINEER: 5k con Hi0N�M10 sIBBOCIAT®r N11 SH09URNE. VMONT TEL 802-985-2323 FAX 802-988-2271 DIM.N ACL at I - SAV. SAY � PROJECT: O'DELL (j PARKWAY • 1.1 Da FARRELL STREET SOUTH HURLINGTON VERMONT 1V D a, V-05 arna cos'® emvM10N Y1-W SAV/MS WASO) 4 T NAIMA D-]0-al SAV/Aa_ AM UK STN A" WORWATI N rear -- SAV YB MCafID SKIING gCipNS ITk� SPECIFICATION D41B DBAgaG NUIa.N r 4a C-13 PPyilo/�NO, [lip I 1 I I I I B. BARNEY I A. BOUCHE I L. and L. BROOKS I J. KAHAN M. and P. f HENNESSEY M. STACKMAN ' ��—•J '—trc �Lf Xh—�, is4a4� — W. WOLFE I ' - - - - o - - 1 - - RELOCATED J. and B. SNYDER 1 PCH BUILDING I , I I `♦ 1 1 `- I ---- --- ---- ---- ------------- - - - -- -- ---------, _ = _ -- ----- ~ x BACON STREET ---- L-------------------- r' I ti^ - x 212. A CHAMPy IAIN i OIL CO,i INC. ,k�—� i I J I i NE,W LOCATION OF u 21 SpAIN POLE & i I ` -J 2x ELECTRICAL BOXES ; 1 A, —and R. REYES 1 , n�V sYY� 1-IT - 7tiF/R BERM PLANTIN09 AS :ET r'2Q, ACTUAL PLANT L 'hIONE =LAGG Id THE FIELD i I 1 I I 1 L. P. BROOKS I M.and J. WARREN F.and J. KOCHMAN i .1111111111161 "REM RANKLIN BUILDING 42 'ARKe , '�1!� �i tllll p 0 .. If't(17 � �► E(I};?.isulaa:�l I: II....I:�:I:III.....I o Qa o 0 0 .00 !! u, Iltt SiR ' Z �filL lil j Iw Iw!I if Ili L�'�'•�.. I:D I E.and K. JOHNSON N.and A. MERRILL III y C fl - III IF, I , —awl 40, rw r RECEIVED JUL i - 2005 City of So. Burlington 1ina111,11 °nd-I Reveion°�Ws enrol - landscape architects *planning consultant O ® nib 6-17-05 'Dell Parkway PUD �Tn 301 college street • burlington . vermont .05401 802 M 45M hdp:/A—.fboyIe.com N �N 1' = 30'1 North East Overall Planting Plan 1 V G No Text -4 - I j --- ------ -- --- ------ ------ ------- J ------- I ------- I ------- I I ------- I ------- I -- ----- LIGHTING TABLE ------- ------- ---- -- ------- FIXTURE arr. MANUFACUTER LUMINAIRE I DISTRIBUTION WATTAGE VOLTAGE FINISH MOUNTING HT. BI 6 KIM 70 M14 BIL 4/ LIGHTING Bouw-K��2 -F, 14' 1 C2 f. KIM LIGHTING CURVILINEAR 5 150 M14 BL-P 20' FOR APPROVALS ONLY NOT FOR CONSTRUCTION --------------------- J-] ------ — -- — - ------------------- ox --- - ------------ GRAPHIC SCALE at DI Fmr)tL Rival cc --------- --- ------- I 1—h 20 . ......... . ...... ............... Pq4 — O'DELL: LOT I PLANTING SCHEDULE T,..a 1 Qty. Code l Common Name Size Spec Not.. AL AMELANCHIERcanaden.le r-Aceberry 51 B&B multi-,tm `PP 1 d - I -- M 14 IFPP FR DINUS P. Pa",,e' Pafii—fth 23cal. B&B M16 17 GT GIL"ElISIAtmicimtho.-H.11c.' Halk, Honeylocust 2.5,al. 838 ♦ 1 11 PA PICEA.bi.a Norway Spruce 5-6'ht B&B 13 11 7 4 PRS Pnmus sargent Sargent Cherry 2,5'.al. B&B 6 Tc. Gra—pirel-itfieleafl.md- 2.5mcal. B&B TCG TILM—datai 13re-pire* IF FM7 Shrubs (IV Qty. Code Scientific Name Common Name Size Spec x 59 BT BERBER IS thumbegil Japanese Barba" 24' 888 Cranberry 18" #2 corn.♦ 212.2 5 CAP COTONEASTERapiculata gro 18 JCOG JUN PERUS ch. 'Old Gold' Old Gold Juniper is 03 Cont. 28 JPC JUNIPERUSphitim—'Comipacta' Com pact Phitze,r Juniper to* #3 Cont. 6 JVGO JU N PER US virginiana Grey Owl' ------ Gray Owl Juniper 181, #3 Cont. 8 RCA RHODODENDRON catebiamse'Aftia' White Catawba Rhododendron 30- B&B It 109 RR ROSArugosa R.goaa Rose 24" 03 Cont. 4'O.C. I 13 T 17 TON THUJA ... id-taili.Nigrit' Dark America, Arborvitae 55-6'Ht B&B Groundcovers& Parreni.l. ExisnNG WVNY I+ STUM 1 Q.t.y, Cade Scientific Name Common Name TELEVISION vvo o A !ATHYRIUMfilix* Lady Fern 3 FFE 217.00 1,30d N 1AJUGAr.,Pum. -dyGI.vv Bugi—itc! c02 1 FFE 111,1�12) 211.67.00 00 VM NANCA,i or Ae Myrtle 3- P.1 G.M. 0 x A-a6a R. REYES u----------------- - 15 4 I+ — — -- — -- — -- — -- ------------- r ------------ -------------- ID It A, 21 212.19 1. rVI rvi EKM11W7 BEN FRANKM N / Ir // `V � f �1 A�♦ // � �j / //////�j/////,�/ // to (40,000 SF) WETAIL (7.00(l 90 6 REMENTIAL UNM,6,, �2 PARXING U 6 ♦FFE 217.00 GAR 297.00 10 0 M3 9�0 L ___ 10 x 3 4, x x 2. 1 M 1 .7 7 - -- Gets— jCM 5 - --- ---- / Ile I RI > FKh 4�— --121 Ian,,d,. landscape architects planning consultants ar O'Dell Parkway PUD - LOT 1 atm liege street . burlington •verment -05401 802 658 4555 http,./A— qbyie. 1 = 20'-0" Landscape & Lighting Plan , L2 I I PRUNE TO REMOVE DEADWOOD 4 CROSSING BRANCHES FOR APPROVALS ONLY NOT FOR CONSTRUCTION �.• S.w.�, '1 TOP OF ROOTBALL TO BE SAME HEIGHT AS •U PREVIOUSLY GROWN. .a v 2' FINE CHIPPED, PINE BARK MULCH, NOT MORE. DO NOT PLACE AGAINST PLANT STEM. /-�-- 2" EARTH SAUCER. -AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES. REMOVE BURLAP FORM TOP 1/3 OF ROOTBALL. NEVER LEAVE BURLAP EXPOSED ABOVE SOIL. IF CONTAINER GROWN, REMOVE POT COMPLETELY. 3 TIMES LOOSEN ROOT MA55 TO PREVENT GIRDLING. IAMETER O ROOT BALL UNDISTURBED OR COMPACTED SOIL MOUND. \ DECIDUOUS SHRUB PLANTING NTS PLANT o �' ,• ,.� 2' FINE CHIPPED BARK MULCH, NO MORE. • �DO NOT COVER FOLIAGE. _„ 2/3 TOPSOIL AND 1/3 COMPOST MIXER. SEE PLANS FOR DEPTH OF SOIL MIX. ?� UNDISTURBED OR COMPACTED SOIL. 2 TYPICAL GROUNDCOVER PLANTING 2,4 NTS PRUNE DAMAGED OR BROKEN BRANCHES. INSTALL TREES AND STAKES PLUMB. USE WIDE BELT -TYPE TREE TIES; DO NOT USE ROPE OR WIRE IN HOSE SLEEVES. ATTACH AT 2/3 HEIGHT OF TREE. 3 - 2' X 2' HARDWOOD 5TAKE5 1/3 HEIGHT OF TREE OR MIN. OF 6'. ALLOW FOR A DEPTH OF 18-24' BELOW GRADE. (STAKING TO BE REMOVED ONE YEAR AFTER PLANTING.) ROOT FLARE SHALL BE PLANTED AT OR SLIGHTLY ABOVE _ FINAL GRADE (DUE TO NURSERY PRACTICES, THIS MAY REQUIRE REMOVING 501L FROM THE TOP OF THE ROOT BALL TO LOCATE THE ROOT FLARE). 2'- 3' FINE CHIPPED BARK MULCH, NOT MORE. ' DO NOT PLACE MULCH DIRECTLY AGAINST TRUNK. b'+ 3' EARTH SAUCER. � AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS Y AND REMOVE DEBRIS AND STONES. SCARIFY SUBGRADE TO 4' 114 UNDISTURBED OR COMPACTED SOIL MOUND. CUT 4 REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH 15 UNDER THE ROOT BALL. LEAVE NO 3 TIMES BURLAP EXPOSED ABOVE THE SOIL SURFACE. DIAMETER OF ROOT BALL REMOVE BURLAP FROM THE TOP 1/2 OF ROOT BALL IF BURLAP 15 MADE OF NATURAL FIBER. IF BURLAP 15 PLASTIC OR TREATED, CUT AND REMOVE ALL BUT THAT WHICH 15 UNDER 714E ROOT BALL. CONIFEROUS PLANTING A NTS DECIDUOUS TREES < 31' CALIPER NT5 MULTI -STEM PLANTING PRUNE DAMAGED OR BROKEN BRANCHES. INSTALL TREES AND STAKES PLUMB. USE WIDE BELT -TYPE TREE TIES; DO NOT USE ROPE OR WIRE IN HOSE SLEEVES. REUSABLE PERFORATED PLASTIC TREE WRAP (TO BE REMOVED ONE-YEAR AFTER PLANTING). (3) 2' X 2' HARDWOOD STAKES V3 HEIGHT OF TREE OR MIN. OF 720. ALLOW FOR A DEPTH OF 18-24' BELOW GRADE. (STAKING TO BE REMOVED ONE YEAR AFTER PLANTING.) ROOT FLARE SHALL BE PLANTED AT OR 5LIG44TLY ABOVE FINAL GRADE (DUE TO NURSERY PRACTICES, THIS MAY REQUIRE REMOVING SOIL FROM THE TOP OF THE ROOT BALL TO LOCATE THE ROOT FLARE). 2"-3' FINE CHIPPED BARK MULCH, NOT MORE. DO NOT PLACE MULCH DIRECTLY AGAINST TRUNK. 2' EARTH SAUCER. AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES. SCARIFY 5UBGRADE TO 4". CUT 4 REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH 15 UNDER THE ROOT BALL. LEAVE NO BURLAP EXPOSED ABOVE THE SOIL SURFACE. REMOVE BURLAP FROM THE TOP 1/2 OF ROOT BALL IF BURLAP 15 MADE OF NATURAL FIBER. IF BURLAP 15 PLASTIC OR TREATED, CUT AND REMOVE ALL BUT THAT WHICH 15 UNDER THE ROOT BALL. PRUNE TO REMOVE DEADWOOD 4 CROSSING BRANCHES. USE WIDE BELT TYPE TIES ON EACH MAJOR STEM. ALL MAJOR STEMS SHOULD BE BELTED TOGETHER DO NOT USE ROPE OR WIRE IN HOSE SLEEVES. ROOT FLARE SHALL BE PLANTED AT OR SLIGHTLY ABOVE FINAL GRADE (DUE TO NURSERY PRACTICES, THI5 MAY REQUIRE REMOVING SOIL FROM THE TOP OF THE ROOT BALL TO LOCATE THE ROOT FLARE). 2'- 3' FINE CHIPPED BARK MULCH, NOT MORE. DO EA0� 6p g DIRECTLY AGAINST STEMS. 2' X 2' X 18" HARDWOOD STAKES 3 PER TREE DRIVEN INTO GROUND. (STAKING TO BE REMOVED ONE YEAR AFTER PLANTING.) AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES. SCARIFY SUBGRADE TO t4.'. UNDISTURBED OR COMPACTED SOIL MOUND. CUT 4 REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH 15 UNDER THE ROOT BALL. LEAVE NO BURLAP EXPOSED ABOVE THE SOIL SURFACE. REMOVE BURLAP FROM THE TOP 1/2 OF ROOT BALL IF BURLAP 15 MADE OF NATURAL FIBER. IF BURLAP IS PLASTIC OR TREATED, CUT AND REMOVE ALL BUT THAT WHICH IS UNDER THE ROOT BALL. GENERAL PLANTING NOTES: 1. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. 2. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL DRAWINGS. 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK (ANSI) PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN - 4. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED BY THE PROJECT ARCHITECT OR EQUAL. - 5. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANT'S ORIGINAL GRADE BEFORE DIGGING. 6. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT 15 ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT THE TIME OF PLANTING. 7. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE CONTAINER BALL SHALL BE CUT THROUGH THE 5URACE IN TWO VERTICAL LOCATIONS. 8. THE DAY PRIOR TO PLANTING, THE LOCATION OF ALL TREES AND SHRUBS SHALL BE STAKED FOR APPROVAL BY THE PROJECT LANDSCAPE ARCHITECT OR EQUAL. 9. ALL PLANTS SHALL BE SPRAYED WITH AN ANTIDE551CANT WITHIN 24 HOURS AFTER PLANTING. IN TEMPERATE ZONES, ALL PLANTS SHALL BE SPRAYED WITH AN ANTIDESSICANT AT THE BEGINNING OF THEIR FIRST WINTER. 10. ALL PLANTS SHALL BE INSTALLED AS PER DETAILS AND THE CONTRACT SPECIFICATIONS. 11. ALL PLANTS AND STAKES SHALL BE SET PLUMB UNLESS OTHERWISE SPECIFIED. 12. THE LANDSCAPE CONTRACTOR 514ALL PROVIDE FILL AS PER THE CONTRACT SPECIFICATIONS. - 13. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED WEEKLY, IF NECESSARY, DURING THE FIRST GROWING SEASON. 14. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 15. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE PLANT L157 FOR SEASONAL REQUIREMENTS �'(EQ TO THE TIME E D PLANTING. EEC E 5c kv 'a R.. 'A' N-br a Pkrft A- Wa 0 O.C. 6.2' 4.61 1 50. FT. 6. O.C. 6. S. 2.6 10' Ox- 6.H' 1." 12' O.C. IOA' 1.16 16' O.C. 13.0' 7.36 10 50. FT. e' o.C. .A. s.12 24' O.C. 26A' 2.M ao' O.C. 260 1.66 36' O.C. 304' 1.25 V 0.c. 3AV 7.25 100 50. FT. 6' O.C. 4.36' 4.G1 6' O.C. 5.2' 3.2 V 0.G ms IA W O.C. G.". 1.16 12. O.C. 10.4' a 1000 50. FT. 18' O.C. 13.0' s 20 O.C. 17.3' 2.65 26' O.C. 21.66' 1.86 30 oc. 26.0 1.29 47 O.C. 34.i' 7.22 ,000 50. FT. O.C. - ON C04TM FOR USE WHEN PLAli3 ARE SHOWN &VIDISTAW FROM ZACH OTHER (AG. SHOWN) PLANT SPACING DETAIL NTS v1 JUL I " M�5 PLANT SPACING. CHART Boyle and Associates PFvisiarls fll'b 6/17/2005 1Me1 no - landscape architects .planning consultants ,,," O'Dell Parkway PUD �T n 301 college street • burlington .vermont .05401 802 s58 a555 hnp,//v .gboyle.a " n AS NOTED Landscape & Lighting Details lY G `T FOR APPROVALS ONLY NOT FOR CONSTRUCTION 24' MOUNTING HEIGHT �I SEE LIGHTING SCHEDULE ON 55 FOR ORDERING INFO. 3/4" X 17" ANCHOR BOLT* FACE OF CURB I" DIAMETER PVC CONDUIT _ REINFORCED CONCRETE FOUNDATION •"•t' COMPACTED GRAVEL — —_ — — 3/4" X 0'0" COPPER GROUND — — - ROD, CONNECT TO GROUND LUG IN POLE W/ itb COPPER WIRE UNDISTURBED OR COMPACTED SUBGRADE PARKING LOT LIGHT POLE 2.5 nts -6" ANCHOR BOLTS, AS PROVIDED BY MANUFACTURER I" DIAMETER PVC CONDUIT REINFORCED CONCRETE FOUNDATION COMPACTED GRAVEL 3/4' X 0'0" COPPER GROUND ROD, CONNECT TO GROUND LUG IN POLE W/ #6 COPPER WIRE UNDISTURBED OR COMPACTED SUBGRADE OLLARD LIGHT DETAIL nts SEE LIGHTING SCHEDULE ON 55 FOR ORDERING INFO. 12' MOUNTING HEIGHT �I I _ ANCHOR BOLTS, AS PROVIDED • 111-dn- BY MANUFACTURER t'• " , • I" DIAMETER PVC CONDUIT REINFORCED CONCRETE FOUNDATION COMPACTED GRAVEL 3/4" X B'0" COPPER _ - GROUND ROD CONNECT TO GROUND LUG IN POLE — W/ #6 COPPER WIRE 1'-0" i---1'-b"� UNDISTURBED OR COMPACTED SUBGRADE PEDESTRIAN LIGHT POLE nts CENTER WALL CAP BETWEEN WALL UNITS - LEAVE 1 1/2' OVERHANG, SECURE TO TOP COURSE WITH CONSTRUCTION ADHESIVE D (SEE PLAN) Lie 1� 3/4" 12" MIN. I BACKFILL AND COMPACT ALL CAVITIES AROUND EACH UNIT AND A MIN. OF 12" MIN. 6" DEPTH BEHIND ALL UNITS WITH 3/4" BELOW GRADE CRUSHED GRAVEL AFTER EACH COURSE 15 COMPLETE 42�. DRAIN TILE "MIN. 6' COMPACTED GRAVEL FOOTING UNDISTURBED OR COMPACTED 0. 5UB-BA5E NOTES. WALL TYPE - ROCKWOOD, CLASSIC 6-, STRAIGHT COLOR - NATURAL GREY CIVIL ENGINEER TO SPECIFY GEOGRID REINFORCEMENT AND PLACEMENT 4 RETAINING WALL DETAIL 2.5 1/r - 1'-0" #4 12O.C. E.W. ii•- #4 @ NOSING (TYP.) SIDEWALK - SEE CIVIL DWG'S— :_ _ 4 4 0 15' O.C. (0" x 30' HOOK) #4 ® IB" O.C. (0" X 90' HOOK) (2) tt4 CONT. (T6B) (2) 44 CONT. FARRELL STREET STAIR DETAIL 1/2' - I'-0' 1 1/2" GALV. STEEL PIPE PAINTED BLACK ON 51TE (SEE SPECIFICATION) HANDRAILS TO MEET ADA REQUIREMENTS DRILL AND EPDXY tt4 12" O.C. E.W. THICKEN SLAB ON WALKS TO A MIN. OF 10' TO RECIEVE HANDRAIL (SEE CIVIL FOR TYP. SIDEWALK) 1' TREAD SETBACK RI/2" 1/0' WA5H NOSE . 6' RISER ... CORE DRILL AND SECURE RAILING WITH NON -EXPANSIVE GROUT HANDRAIL DETAIL (TYPICAL) 2.5 1/2 - 1'-0' RFc� 5'-2 1/2"-' '"•r� OR APPROVED EQUAL CYCLE RACK Of So_ (GALVANIZED FINISH) �%�in SURFACE FLANGE MOUNT WITH 9}0� (4) ` GALVANIZED BOLTS SIZED PER 1 MANUFACTURERS SPECIFICATIONS CONCRETE PAD, SEE CIVIL DWG 1 1/2' NOTE - HOLD BIKE RACK 30' OFF EASTERN EDGE OF CONCRETE r7-'), BICYCLE RACK DETAIL 2.5 I-' - r-o• DETAIL_____ Boyle :•"rw"s oar landscape architects • planning consultants mIT, 13/11720135 O'Dell Parkway PUD Be N N 2.5 ao1 couege street • Durlington .vermonl .osaol eo2 sse Q555 hnp:i/—tjboyIe— AS NOTED Landscape 8s Lighting Details EASTWOOD COMMONS PLANTING SCHEDULE Qty. Cod.1 Scientific Name Common Name Size Spec Notes 5 AC IAMELANCHIERcanaderals Shaoblow Sw 7-WHL B&B 6 BP BETUALpap nfera Paper Seth 12-14'HL B&B clurrip 1 CC CRATAEGUS cru allmemlle Thcmless Cocke rHawarom iN7-7cal. 88B single lea 5 FPP FRAXINUS pemsylvaI Pat -.Ash 7-2.5'cal. B&B 17 GT GLEDITSIA Inw-thos va. Inennis Hdkd Hake Hone al 2'-2.5'cel. B&B 10 GTI GLEDITSIA Inecenthos var, inearm Hdka' Hake Hon d 3'-3.5'tal. B&B 2 MSC MAGNOLIA stelleta'Centsnniar Centennial MWnh. 7-VFit B&B -Iff-sle 0 MF MALUS flonbunda FIdW Capappl. 7-2.5-W. B&B 6 MDVY MALUS'Donald Wyman' Donald W an Creb 11/7-7cal. B&B 3 OP OUERCU mkjstft Pin Oak .5'cal. B&B 6 OR OUERCUS rubre Red Oak 222.5eal. B8B 8 1 PG IPICEA lance Whlls 7-8'HI. B8B d SR SYRINGA--Iala Nary Sllk' Ivory Silk Ull. Tras 7-2.5'cd. SSB g TT TILIA tomanlose'Grean Mwnt in' Green Mountain Baler linden 7-2.5-cal. BSB Cry. Oodel Scientific Name Common Name Sus 1 AA JARONIA arbulifdla'Bnllientlsame' Red Chokebs 45' HL B&B 9 AM ARONIAmelaro Black Ch 45'HI. B88 9 CA ICLETHRAaln4olle Summersweet 4.5'Ht. B&B 14 FNH FORSYTHIA'New Ham shire Gold' New Hampshire Gold Forsythia 3-4' HL B8B 15 IGD ILEX labra Densd Dense Compact In 18-24-HL B&B 4'O.0 4 IVJ ILEX vemdllale'Jim Dand Jim Dandy Wlnb 18-24'M. 88B 18 IVR ILEX verticlllete'RedS nte' Reds rite Winlerbe 18-24'Ht B&B 3 JCS JUNIPERUS ch. Sar bl Vkdle' Green Sargent Ju 18-24'HL cant. 3'O.0 37 JSS JUNIPERUS saina 13mad-oe Bmadnwor Jumper18-24'HL B&B 4 JSF JUNIPERUS sabina'Blue Faear Blue Forest Jun 15-240HL B&B 5 R. RHODODENORON'Baule de 5wle de Ne eRhododendron 2-212'Ht B88 3 RC RHODODENDRON'Chlonodes' Chi-cidesM dodendron 2.212'HL ass 2 ROM RHODODENDRON a Mentr Olga Mend Rlwdodw4mn 2-2 12' HL Sao 45 RR I ROSA wgosa Beach Rose 18-240Ht. Cont. 5.O.0 5 SAC I SPIREA ula'Com acre' Compact Garland SpIrea 3 Gal. Cont. 3 SBF SPIREAx bum dda'FroebeIII, Froebd SpIma 3Ga. Cant 5 SA SYMPHORICARPOS all Common 3nav 2-3' HL Cant 15 TMD TAXUS x media'DensdamW Can. Vew 24' Ht 88B 4' O.0 143 TON THUJA oxldentells'N m Dark An, dcan Arborvitae 4-5' Ht B&B 4' O.0 4 VC VIBURNUM casslnddee Wllhsmd Vldimum 3-372'HL B88 1 VCC VIBURNUM caleas C 3e' HT. 88B 10 VT VIBURNUMtsot- jCayugaVibumum AmericanCranbe sh 4'S'HT. BsB O Sclentifx: Nacre Common Name Size S 59 ABV dd AST ILEE 'BrVell' Bndal ValA.9be 20L C L 24* Or( 100 ACP ASTILBE chinensis'Pumlld Pumlla AsUbe 2O1. Cont. 24'0( X Bulb AlI-- LaceUon. lea be pdfled 513 DM De III 2 OL Cant 16' 0.1 45 MD : MICROBIOTA dewasafa RUWenC 1518' Can. a-O.0 7 PO PARTHENOCISSU9 uln uafdle VI Inle Crss 1 Ga.. Cont. 129 SM Shade MI.- 1Gd. Cmt. Is-O.1 49 SIC STEPHANANDRA kxdse'Cns Cf S 2 G. Cant. 4' O.0 410 VM VINCA mina BIu1New M t OL Cant. 12' 0.4 320 WF WALDSTEINIAh anoldsa Baron St.wbM tat. Cont. 1B'O.1 uaynry m oe equal qua inn npP` n.wr..., - nyP,e"" ♦ Shade mix to be specified by landscape architect p ,,d assumes everm" size and spacing. LANDSCAPING/LIGHTING LEGEND. EXIST. STREET TREE PROPOSED SHADE TREE &r. PROPOSED MULTI -STEM TREE PROPOSED FLOWERING TREE PROPOSED CONIFER TREE PROPOSED SHRUB PROPOSED EVERGREEN SHRUB PROPOSED .-.-ER BED PROPOSED PERENNIAL BED M PROPOSED PARKING LOT - LIGHT FIXTURE PROPOSED PEDESTRIAN LIGHT FIXTURE a EXIST. FARRELL STREET LIGHT EXIST. PEDESTRIAN LIGHT FIXTURE GENERAL PLANTING NOTES. I. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. 2. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL DRAWINGS. 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK (ANSI) PUBLISHED BY THE AMERICAN ASSOCIATtON OF NURSERYMEN. 4. NO PLANT 514ALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED BY THE PROJECT ARCHITECT OR EQUAL. S. ALL PLANTS 514ALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANT'S ORIGINAL GRADE BEFORE DIGGING. 6. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF ITS 15 ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT TIME OF PLANTING. 7. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE CONTAINER BALL SHALL BE CUT THROUG14 THE SURFACE IN TWO VERTICAL LOCATIONS.' 8. THE DAY PRIOR TO PLANTING, THE LOCATION OF ALL TREES AND SHRUBS SHALL BE STAKED FOR APPROVAL BY THE PROJECT LANDSCAPE ARCHITECT OR EQUAL. 9. ALL PLANTS SHALL BE INSTALLED AS PER DETAILS AND THE CONTRACT SPECIFICATIONS. 10. ALL PLANTS AND STAKES SHALL BE SET PLUMB UNLESS OTHERWISE SPECIFIED. 11. THE LANDSCAPE CONTRACTOR SHALL PROVIDE PLANTING FILL AS PER THE CONTRACT SPECIFICATIONS. 12. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED WEEKLY IF NECESSARY, DURING THE FIRST GROWING SEASON. 13. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. GRAPHIC SCALE ase L Q1 FEET I inch - 20 tt. T. J. Boyle and Associates adsc.ro R.4slms II/OW3 wanueaka.. kasa.a..m w.w4wr av++os landscape architects a planning consultants as /,� mjb Sept. 3, 2003 O'Dell Parkway PUD - Eastwood Commons N /1 aavkbabMa481e.lamaapa,wtl uarsq-mp 03r18.01 mesa peuEua oxiabe aan],ae ( N 4raen 11 VS a«ea.iaa]ar.m laiburlN-mp 042VO4 301 college street. burlington. Vermont. 05401 802 e658 e3555 htU,://www.Uboyb.com _ _ v 1'=20' Landscape and Lighting Plan Mvabm pemslsmMaaun-mp OM1104 n n F— I I I E.and K. JOHNSON ' N.and A. MERRILL EXISTING MIXEDDECIDUOUSCANOPY-THINK AREAS WITHI VARIABLE DENSITY OF MIXED DECIDQU5 UNDERSTORY, I AREA TO SE CLEANED OUT, AND HEMLOCKS TOM FIELD I LOCATED AROUND EXISTING VEGETATION. ppII R.w,_AN_ nLLx .at1.A--- _ I _ _ _- J_ — / I`\1, I. I I I it I I I � I I 1 I I I II I I II I I I I 1 I II II I I I I�I 1i®I 1 GENERAL PLANTING NOTESr 1. THC CORRATOR SHALL -TE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING HDRK. 2. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIDNT TO COMPLETE THE PLANTING SHCHN ON ALL DRAWINGS. S. ALL MATERIAL SWLLL CONFORM TO THE GUIDELJNES ESTABLISHED BY THE CURRONT AMERICAH STANDARD FaR NURSERY STOCK (AH51) FUEL IWED BY THE AMERICAN ASSOGAT OF NURSERYMEN 4. NO PUNT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADMG HM BEEN FIWNILD AND APPROVED BT THE PROJECT ARCHITECT OR MI/A. S. ALL RANTS WALL. BUR THE SAME RELATCH HIP TO FINISHED GRADE AS THE RANTS ORANAL GRADE BEFORE DIGGING. i. ALL PLANTS SHALL SE BALLED AND WRAPPED OR CONTAINER GRAN AS SPECIFIED. NO COMYNNER GROIN ST HILL BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPRNG MATERIAL MADE OF 9YNTHETIES OR PLASTICS SHALL BE REMOVED AT THE TIME OF PLANT— T. WITH CCNTNNER GROHN STOCK, THE CONTAINER SHALL BE REMOVED AND THE CONTNNER EALL SHALL BE CUT THROUGH THE SURACE IN TWO VERTICAL LOCATIONS. D. THE W PRIOR TO PLANTING, THE LOCATION OF ALL TREES AND SHRUBS SHALL BE STAK FOR APPROVAL BY WE PROJECT LANDSCAPE ARCHMECT OR EQUAL. R. ALL PLANTS STALL SE SPRAYED WITH AN ANTIDESSKNfT WITHIN M HOURS AFTER RANTING. IN TEMPERATE i!MM, ALL RANT3 SHALL K SPRAYED WITH AH ANTIDES51CANT AT THE BEGINNING OF THEIR FIRST WINTER. IO. ALL RSHALL 8C INSTALLED M PER DETNU' AND THE CONTRACTRACYACT 9PSCIFICATIOIL'. II. ALLPLANTS AND STAKES SHALL U SET PLUMB UNLESS OTHESNISE SPECIMLD. 12. THE LANDSCAPE CONTRACTOR WALL PROVIDE FILL M PER THE CONTRACT SPECIFICATIONS. 13. ALL RANTS SHALL BE WATERED THOR—WILY TWICE DURING THEM 24 IILTUR PERIOD AFTER PUNTING. ALL PUNTS SHALL THEN BE HATERED WEEKLY, IF NECESSARY, DURING THE FIRST GRQNNG SEASON. 14. THE LANDSCAPE f.ONTRKTQt SHALL REFER TO THE CONTRACT SPEGFXUTID s FOR ADDITIONAL REQHIREMENTS. 15. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE PRUNE LI5T FOR 5FA ANAL RELATED TO THE TIME OF P ANTING. EXISTING EVERGREEN CANOPY 25-35 HT. E. REDDINGTON i G. and L. BOLENDER I 133' x 20' (2,660 SF) ADDITION ------------------------------------------------------ - PRUNE DAMAGED OR BRDKEN BRANCHES. INSTALL TREES AND 1TAKE5 PLUMB. USE WIDE BELT -TYPE TREE Tim DO NOT USE ROPE M WIRE IN HOSE' FAEEVES. REUSABLE PERFORATED MASTIC TREE WRAP (TO BE REMOVED ME YEAR AFTER PUNTING). -- N (S) 2' X 2' HARDHOOD STAKES 1/5 HEIGHT OF TREE OR MIN. OF n'. ALLOH FOR A DEPTH OF IS-24' BELOW GRADE. (5TAKING TO BE REMOVED ONE YEAR M AFTER PLANTING.) ROOT FLARE 54ALL BE PLANTED AT OR SLIGHTLY ABOVE FINAL GRADE (DUE TO NURSER-' PRACTIcEs, THIS MAY REQUIRE REMOVING SOIL FROM THE TCP O' THE ROOT BALL TO LOCATE THE ROOT FLARE). _..... 2'-5' FINE CHIPPED BARK MULCH NOT MIDRE. DO I i, NOT PLACE MULCH DIRECTLY , .LINST TRUNK. 2' EARTH SAUCER. �— AMEND BACKFILL AS SPECIFIED, IXtGK UP CLOGS, AND 7 REMOVE DEBRIS AND STOLES. SCARIFY SUBGRADE TO A'. S TIMES CUT a REMOVE ALL OF THE WIRE BASKET, EXCEPT Of ROOT THAT HHICH 15 UNDER THE ROOT BALL. LEAVE NO BURLAP EXPOSED ABOVE THE SQL 5URFACE. REMOVE BURLAP FROM THE TOP IR OF ROOT BALL IF BURLAP 15 MADE OF NATURAL FIBER. IF MUrBAP IS PL = OR TRUTRW CUT AND REMOVE ALL BUT THAT WHICH IS UNDER ENE ROOT BALL. / 4 \ DECIDUOUS TREES ( 3' CALIPER 224) NTS PRUNE DAMAGED OR BRORFN BRANCHES. INSTALL TREES AND STAKES PLUMB. USE WIDE BELT -TYPE TREE TIM DO NOT USE ROPE OR WIRE IN HOSE SLEEVES. ATTACH AT 2/S HEIGHT OF TREE. 3 - 2' X 2' HAPDYNOOD STAKES US HEIGHT OF TREE OR MIN. OF 6'. ALLOW FOR A DEPTH OF IS-2A' BELOW GRADE. (STAKING TO BE REMOVED ONE YEAR AFTER RANTING.) ROOT FLARE SHALL BE RANTED AT M SLIGHTLY ABOVE RM I GRADE (DUE TO NU ROM E TOP OF THIS MAT REQUIRE REMOVING SOIL FROM THE TOP OF THE ROOT BALL TO IDEATE THE ROOT FLARE). 2'- 5' TIME GAPPED BARK MULLN NOT MORE. W NOT PLACE MULCH DIRECTLY ,tfiAINBT TRUNK. S' EARTH SAUCER. 0. AMEND BACKFILL AS 5PECIFIEO, BREAK UP CLODS ' J AND REPIOJE "' AND STOVES. SCARIFY -�llr SUBGRADE TO 4' UNDISTURBED OR ta1PKTED SOIL MOUND. CUT P REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT W IS UNDER THE ROOT BALL. LEAVE NO S TIMES BURLAP BURLAP EXPOSED ABOVE TIE SOIL SURFAE. ETER OF ROiOI REMOVE BURLAP FROM TEE TOP IR AL ROOT BALL IF BURLAP 19 MADE Q NATURAL FIBER. IF BURLAP IS PLASTK CR TREATED CUT AND REMOVE /� ALL BUT THAT WHCH 15 UNDER +NE ROUT BALL. / 3 \CONIFEROUS PLANTING !.4 NTS TWIN OAKS SPORTS AND FITNESS A. BAROVICK i G. LINK i N. OSBORNE I I ---------------------------------------------------- I I I f• l I V t7 x II�------------- I I W I ADA RAMP �I-" I I 13 i � I OVERHNG -------------- I RAMP DOWN TO COURTS I PRUNE TO REMOVE DEADOOD 4 CROSSING, BRANCHES D TOP OF ROOTMALL TO BE SAME HEIGHT AS RRfVI0U5LY GRLiN. 2' FINE CHIPPED RNE BARK MULCH, NOT MORE. DO NOT �LACC AGAINST PLANT STEM. - `� 2. EARTH SAIKER. —AMEND B Ll. AS SPECIFIED BREAK UP,' CLODS AND REMOVE DEBRIS ANSD STONES. REMOV BURLAP FORM TOP US OF ROOTBALL. NEVER LEAVE BURLAP EXPOSED MOVE SOIL. IF S TIMES CONTAINER OM GRC4H, REMOVE POT CPLETELY. L.005W AOCT MASS TO PREVENT GIRDLING. N CTEt RODE BALL UNDI9TUIaBED OR COMPACTED 501L ME11MD. / , l DECIDUOUS SHRUB PLANTING 2 4 NTS 47' x 42' (1,980 SF) ADDITION FS(5) OVERHANG BNN(4) JCS(5) PG TWIN OAKS PLANTING SCHEDULE r. . QW .W. II II II I II I II I u II II _ II I i I I Qty. Code Scientific Name Common Name Size Spec Notes 4 BNH BETULAnigra'Heritage' Heritage River Birch 1.5-2"cal. B&B Single Stem 5 FS FORSYTHIAxi.'Spectabillis Showy Border Forsythia 3-4'Ht. B&B 6 GTH GLEDITSIAtriacanthosvar.inermis'Halka' HalkaHoneylocust 2"-2.5"cal. B&B 5 JCS JUNIPERUSch.'Seagreen' - Seagreen Juniper 2.5-3'1111. B&B 5'0.C. 1 PG PICEAglauca White Spruce 6-7'Ht. B&B 7 PS PINUS strubus White Pine 6-7'Ht. B&B 5 RBN RHODODENDRON'Boule de Neige' Is de Neige Rhododendron 2-2 1/2' Ht. B&B 3 i SAT 1SALIXalba'Tristis' IGolden Weeping Willow 2"-2.5" B&B 10 1 TIC ITSUGAcanadensis lCanadian Hemlock I 4-5'1111. B&B LANDSCAPING/LIGHTING LEGEND- ___---` EXIST. STREET TREE PROPOSED SHADE TREE PROPOSED MULTI -STEM TREE PROP05ED FLOWERING TREE PROPOSED CONIFER TREE (Z PROPOSED 5NRUB �® PRO"ED EVERGREEN SHRUB ao� fforr C�or���rrac��oor� I(DCALE P •:.^�{.,W FEET ) JUL 1 � 1 = 20 }t. Ai e J BoyleP Revise erkin ,eStl berm eHNW inner loth-m'b B114101 tleb Ellb Ma 5,2004 nee1,�: Revisions bpaMin elm Senn-mjb 6/M5,0H landscape architects •planning consultants 1 Y _ _ O'Dell Parkway PUD _ N5 Remove erkin entlberm,Wd'2!ecetlme-mb 6IMM5 ------ 301 college Street • Burlington •vermont .o5ao1 802 658 6555 nup:uwww.yboylS.Hwm er' = 20' Twin Oaks Planting Plan No Text 24 20 18 12 � � nn 1 i 1 i i i i IY Msil&RUi ��szoe'.r ELEVATION- EAST EuvANN KEY PLAN k» r' RECEIVED JUL 13 2005 City of SO- Burlington FOR COORDINATION ONLY JUNE 21, 2005 AroMbo,mo Ntabrn R„orq Lemay+Youkel mm� c w,B9 210. C.Fv 6tr Suds J80 . v,� pM 0540,E USA 7NFpLone' (514) 937-6597 lm.pm' 514) 935-81J7 IMemet : �n.kma)-ypuXnl.wm PROIBCP EASTWOOD COMMONS U souffiE w� ELEVATIONS NORTH WING - A401 mm No Text I r , II t_al d;A (�I NI 1 f(Il 11 11 (I II if I 1 ,-kL lYRPoOR WA115 N � WALL TYPE R 4WIE55 O1H8A15E NOTED 2-SEE 91EEP k-DOD. A -WI, A-Bp1, A-003 fOR RREidOR UAF I PNRR"N IYPF.S R-Lo IXIWmm LOC wx fMOFbSED TO PPPRGPD Hf RItE v E i I I 6 7 tT 13 IS 17 19 22 23 A Wl' Ad A-tl t/r IR-0 � Ad Ad Ad ,rd Ad Ad trd t d I I ) � I `- 1 I J 7 a+ EfuL%RGlm+r sAcc OR EOCE AA D O-� RE}TAERCE aMlION REiVea Aga SON REFIIIEIICE IR11 TYPE m NIImm WALL TYPE —e DOOR TYPE WINDOW TYPE O FROW " N AAS OR %ME FACE OF SKID FIDOR flmK O WWL FINN Q -REFER l0 REl£/.WE `pECE1Gi1W15 SECDJNS i01t FNri$X SPUBWS. -ALL PURUC AREA AW$ RI K PALMED Px IXCFPF WHERE BG ED -ALL P2 WALLS AAE ASSOCWTEO WRH PS RLSDARD/IREI -NL Pi WklS NK ASSOCWIFD WRN P4 MSMFDCNRDJIRA ecEty p d °f so. Bunirtabn FOR COORDINATION ONLY I M 7tM 21, 2005 r 1 a A A A x x I I bitorlors ports J _ L_ n _ .i L_ n _ �� L_ _ i L_ L_ n ._� L_ n _�� L_ _1 L_ _� L._ n _� L_ _ L_ n a ' L_ ' L_ - L_ _�^ L_ __ten L__ ��L__ --� I -- L__ n - L__ -.� ' riid I ��. n� r - F "* 11 p L , �ay+Yoi1W 7 MOOT, nro SoOA-Mlaic i I tWAm[aw rNs .nul® i i � i ,Y RI go NNPbEe4 DulNec NIC TBB J I I w 1 I A Ox 1 W/4 a mRP. mfl .... _ - _ a - •- _ _ _ _ _ _ 210• CaWge NM Swte SO BuAilglm, VelmoW 05101• LEA -� --_ _ _.. _ _ _... _ _ .,_ ___ -.. _ _ _ - _ - - - -.- -. ._. 1 I I I I I. I Y I I I I THE (51M) 832-ER97 137 (�5jv,h" R-puwL_ w.,w : i I I I EASTWOOD COMMONS II I 11 I I I I I I I I I iSouffi Bw>;n&n 1 f P r-Ir A-1„/Y I Ad ,fd Ird ,r4 Ad Ird trd Ad trd 1td xl'-TI• x'e yK Ire R/W TITE@ DATA xre wtr GARAGE PLAN- RCA R aar. r m S 8 7 9 11 13 13 T7 19 22 23 28 27 S. 29 3o NORTH sE�aE.I WNG A200 I J. Boyle and Associates t—— landscape architects .planning consultants mt De Parkway �^ __ wn qa db 301 coif street . burlington .vermont .05ao1 802 4W e555—.tibooa.�= 1 ~=so' Eastwood Commons II Tree Relocation Plan G 0 BASEMENT FLOOR EL 210 -0' Arckitectes FILE L�emay+Youkel 04-0270 I I_ TITLE DATE C10'1mumifti EASTWOOD COMMONS II ADDITION - NORTH ELEVATION SCALE DWG REV. DSK-05 1 01 R Un .10.1 UK oom �wmml MEMO AmItitectes FILE MASONRY CONTROL JOINT Lemay+Youkel 04-0270 TITLE DATE 09-14-2005 EASTWOOD COMMONS II ADDITION - EAST ELEVATION SCALE 1/8"=1'-0" 4TH FLOOR EL. 252'-0" 3RD FLOOR EL, 241'-4" 2ND FLOOR EL. 230'-8" BASEMENT FLOOR EL. 210-0" DWG REV. Z• � � �iil FJ. 150'-0' EI.1 SKOIW Fbp F1. 12TJ' _ FinlFbor El I.Fbx EI 00'-0T _ FF^ , F Wd Typical Building Section Rd no // R ■/ ■■. N. n, 1w s■� 11m Flmr _ - S-4 EI. IZTI' .11„1111.'ll,l. 111, 111,1111' ' w I�l■l1 -- E W West Elevation EL lwr im } El.an A vs a no on 0 Ion ■ ��■p■�■ r—.—. .--- yp East Elevation fl low ElI ti EI. 50'-0' ElI ti EI. 50'-0' _ n ■■ ■� rr rk' w J ii ■ ■ ■■ r■ n n r� ■r' n ■■ ■r ■r ■ ■ ■■ i is /■ r■ r■ ■■ ■■ ■■ ■■ ■ 'i■ ■■ - ■■ u n �■ J ■■ ■r, `� `� ■■ n ■■, on an N, n, on, n. n IDrp Fbp ,t E C° . on . .�, F 12TJ ION, ■ n r■' uP a M� 50� N u E rr ■r ■t ■■ r■ r■ r■ .■ rr rr c MF u �■ 1�1 1�1 �1•� ti U � � V RIM1R/ "11.1 1 U UM ""IM�■■®I■I1� ®11■I1� III■Ile IAI■I1, _ _.E ar North Elevation Roof 2 ; : N In /■ ■! rwaFW --.__ F1, 1111T -- 10 NUN GauMFba+ South Elevation EI. 100'-0' A ) City Of s0 �UP7"1 11 .. 9tOI) MIXED -USE OFFICE/RETAIL/RESIDENTIAL BUILDING Sheet 1 July 8, 2005 GENERAL NOTES: 1. Utilities wn lities shodo not purport to constitute or refinement all utliems heated upon .r arjarma to the su,"ad priori entEristi09 ufifity locationsam nppasimsa any. The Contractorshall M1eld verily atl uUYly conNrk AN Mwapandas shall ne mpnrted to the Engineer. The Comrador shall eontaet Dig Bare (UUe-344-7233) prior to any comet udmn 2 All moiefing ufllti s, not to.almnand min the final davk)n shah be remwtsd . abiMoned lie indicated on the plans or dreded by the Engineer. 3. The Contractor shall mamlam rm-bait plans (wan bee) for as amsag o od Water. Thaw plans shall be submitted to the Own« al the w pldion ofilm pnynd 4 The Contras. shall lepmlh-fote ell d.lurb el sass (on oh o0 his age) as a dyad . Indirect result f the condradlcm 5, All grassed area. shall be maintained aryl full vegdallon a astatdlehad e Maintain all tmae ..Wd. of wnstnadon limits. 7 The Contractor shall be hsaperaids, for all we* nuesse ary for eoipaate met opamble ladgfies sort hNMea. b. It the balding is to be sp inklered, baokfluw prow nton +lwq b. Is ded i accordance with AyMA M14, The Site Contractor shall II metrucs day waim in. to M. fast dime in. finished floor. Sae mechanical platy for r.. dekel g. Tim Contract. staff submit shop drwwmgs for all n . res and matenst. in-ficn.t.l rid. the site work. Work shah not t yn on am cam unfit shup .ring apPnwal is prattled. 10. In adifirlmn to the requirements set in these plans aril speahcdions tiro C.hbador dlMl noctc the work in accordance with all Isnndl wixftons and airy local Public Worts, Standards. 11. The tolerance for finish grades for all puvemenl, walkways arid lawn areas shall be 0.1 hart. 12. Any deweledng necessary for the mmplebon of the agmwxk shell be considered as put of the cohered and had be the Contra Tuh o.r abilly 13. The Conbachn shell coonbn Wit all work within T'.vn Road R.O. W. with Town amhwaes. 14. The Contractor shall Install the electrical and Iabphone service In s knee in me Utility conge.es requirements. 15, Existing pavement and tree atumps to be. removed shall be deformed of al an spurned M4 site location. All pay.nent cola shelf be math vim a law armin saw. 16 11 there are any conflicis or immwaistenct- with the pia.,, sp fi vb.mi, his Contsaaur shall conta,t the Engineer fur venficalmn bolos. work rohmnuee tan tin item In qunation. IT The avesge peconslnrcnon finds for Eastwood 11 is elevation 216.0 and for senor Housing the average ulgveldon k 215.0 p - III ---------------------------------------- =------------------------ ) -NOM-------------------- It— 110ID ---' ------------------------- II I I II � I I II I I r III r 101r. 1 1 I TMN OAKS HEALTH AND FITNESS D17RA11Q •.-^ ' ❑I _ _J II 1""M PARKING! Y _. 0111111 imbws. s l e - J I� � ► 0.� _ - J II 9M FtuwalN- _BID¢. M/ RET/JL/,rAW71011SE _k wvsais,aaaru. -__- ., ' as f a F4rAxa r htc�otm°um - ) ria- rr. arts IJ. af-f t( ^ �/) I ` ♦ - ! f I i. a 22 40 RNIMdu tow t,' v� (r11 (T r 33 P'r'as orator M 4o k.tlahm unitsI..i. I, O '. .rir> _ C / 33 Per" tries U F*ATHCOTt Assdr�A'TJE.S. a err r,. 4 f p E1C M baMrrW / 33 Pwlbg over U des unb f / aT Parking r _ w. w. f -._._. shear shaves nano e. I f I _ I _ i i i arri - ?. 0 GRAPHIC SCALE OF FEW 1 inch - 100 It. SOUTH BURLINGTON WATER DEPARTMENT NOTES: I .NI domwlic .sautes ad fire spdukla syamms that are swinald w the public waver .w<u;oh simll be pmtatd with a 6akftow pmventism assanhW, and an appopriam hhermal eapatsdnn aysean in complimcc with the Ordinmee for f. the C'ootrol of Crow Canneclkms W'ithm the Water Srnum of dm r aBath Berlin swn, bee-l-th the "Bak l- O nlicance.' Pi,- emntna this cl sfmca ah f infurm�ion eta b"fl.w prcscction denies 2 Alien must be pmvdd ke the Department for the. curb stupe mud gam valves leent d.unaide the City ROW for diseunnkermt; service w deimqueal -..I, pmvded that a. City of South Burlington follows the rcquucmmis sal f rdi in Sew Statute Title 24 V. S.A CLapha 129, Uniform W aler iind Sews Dismaieg. T light- rich Ductile Imn (UI) ter P pe shall have no less than three (3) hrass wedges installedd each Joint B depth w the hall he six fca i 6'I to the top of the Phpc 4 f'im h leant bbax hell .id nF an anchor kx: sumated disoctly to a sis hwh RW gam -I- die appropride length of 6" DI pipe, the Cue bydtsnt, and apprnpnate anchor block ,VI hrdrenis slid] coed the de emeatme sd CW D Specifications, -it. hydrant this shall be supplied with each hydtmrt Hyshmt drams shall have all drains plugged pour m asldidmn. 5. Mahanical jrnnt rcevaints with Iw.r. oft nips shall be E13AA or Ssgma,. a Ucparmwnt appmd equal grip ring. 6. C.,poradom ahali be Maillr H-ISMU (3/4" 1 "), or Mud1.r if 13013 (1 12" 2"). C-lands. b.sa. Cmb stops shall be Mueller B 25209 a Cambridge brave All liras anion ad sdapten shall he Mueller or Ca.laidgc. 7 No oadergrmmd uuhq hoes or atnicnhra shell he iwanked whin f r fee (4') from the wars man on either sidcfine, the top of the m to the f inch grade, wuh the exception storm sewer storsewer sal -,I.,) ins fa sated m the abov fenced Spetfcimens. Trans .hail rim be placed over anv a1er . service Jim nor placed Ihn twimry fed (2ti�.fany aPWMimce, melding f hydrants S. Separation hetwmm the Water man and hie nod m:aby smou y and storan sewer I n- thall comply 'U die VT \YSR requiem u and the lib.,. a fa .d Spanficaus es I. I he S. hh 13m glen Water Department red cestares die "All water lints and splan,.— not In aged in the City nghtuf wav er public grounds shall be wnsidared phis- p.soarnt w die . nh.— aid nthoas, of hbc City" 111. Ibe Ikpatmenl shall con maintain env toes lines that Kara nnt lorinaly noes accaPted by the Citv cscept m subdi .less rha lie deigned to Departmeer Specdkamns ad are immided to be aawtd 11, Ad walelin. and eppim,o.— la:mad wihhr not area an designnalad as resm.,od or private by alto developer vh ll be u,nuderd private 12. Bee upon the find wale slwcsamm req cal. water see ha fits shad be apphed to it. pm)at bee on the sarmnf Rise and Fee schedule. 13. prior to any building watruetroo, the binding entnV—moat contact this Degarbace, w discus, City rognrn a .nt. to, maw slang der selling., sit bakDow pamsel .. 14.1'. SBWD .hall be .sal any (atom hard copy plans mvohag thw project f r - ay. Foam mplans roust include details -it specificationsesnu d .,be slave reCa.nnd Spa- r au... 1 i the SBWD shall Is: sobbed lido to bickf ding tomspe tt all join., fdnogs, main tin. taps, appencrmaas, oaa lace aosemg., mid testing CWD Spedficaborks: All work to be performed to accordartce with the Specifications arts Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester F Ire District #1 and the Village of Jericho. Details should be modified to the above reference specifications. O DELL PARKWAYPUD Applicant/Owner: F&M DEVELOPMENT COMPANY, LLC P.O. BOX 421 BURUNGTON, VT. 05402 i 1 3 g I a SEE NO7E 3 I F - 5/8" RE ON/F Z y, N/F lih J. and B. SNYDER p i 2 W. YAM V MW VOL- 216 PG 491 N 3 VO 55"1 V �l O 1 6 ' N04'31'24"E 4-9 I ZWZI ZZ0 1'" '5/8" S85'11'52"E 10' UTILITY 49.99' OI O N N REBAR S EASEMENT TO GMP /5/e' REHAR O O ly W NZ LL m J W I V) HOME I AVE. I\ W O It lio I 8511 52 E ZONE: RESIDENTIAL 4 co '��-92 ZONE: COMMERCIA t BACON ST. - ±0.241 ACRES m --t-- N8511'52'W N8511'52"W 10' 5/8" REBAR 139.83' 70.02' �EA', RESAR V 1 � t 0 Nla; NO3•< N/FD In �jrn 49.99 N/F I N/F L @ L BROOKS N/F I M. & P. N/F ryl Y. & J.WARREN IVOL. N/F VOL 88 PG. 4041 B. BARNEY HENNESSEY 461 PG 694I N/F ZI A. BOUCHE J. KAHAN IVOL_ 357 PG IVOL. 393 PG. 3981 I M. STACKMAN I N/F I IF. & J. KOCHMAN 44 ROOKS 219 PG' L P. BI _ I VOL 39 PG. 18 L -i SB 1�;E_ ZONE: RESIDENTIAL IVOL VOL. 30 PG. 328 4 I_ M� ® 477.44' ZONE: COMMERCIAL 1 _ _ _ $I 4O'x65' TELECOMMUNICATION PROPOSED SITE, UTILITY EASEMENT 10' UTIUTY EASEMENT TO VERIZON aloes 40' TO vEft zoN LOT 10 -55'8' --a ACRES G"-� S85'S5'1E �0.833 25� � 272 43 _ _____'-,/ TO "MOOT WIDE 'EK. 20 FOOT 1WDE I I UTILITY EASEMENT SEWER EASEMENT TO VERIZONI TO GREEN MOUNTAIN POWER VOL 260 PG. 112 P. 5 I VOL 109 PG. 364 SF I EASEMENT FOR UTILITY LINES E C VOL. 50 PG. 481 WVNY CHAMPWN OE CO.. INC. N/F LOT V VOL. 126 PG, 1-3 1 A. & R. REYES I VOL. 120 PG 31 NO3'S9'S2"E sa5o6'09• zs.00' ,KE 70.03' EX. LOT SIZE _ t7.439 ACRES NEW LOT SIZE _ 1'52"E t3.206 ACRES 1 >.57' P.K. NAtt r __ ____N861r42"W-I _ _ _1 181 50 FOOT I /F C ACESS EASEMENT I� TO CHAMPLAIN OIL CO., INC. i- u VOL. 126 PCs. 1-3 bIN THOMAS FAMILY TRUST, ET ALI I 0.423 ACRES 3 g(N islet o_ VOL. 318 PGS. 83 & 85 81m v' J ' E gyp. I �NSB ��' (_ e. \ l: _ PLAN 147L. 49 PG. 29 tl pf o i _ _S8617'42-E Im N) __Lei_54 - - - 4O..�T�>q• -'� 232.15' 0>"MON D N8555'0"W LOT g M62ACRS _5s'55.10-W8585 283.46 Lp Y N/F HEATHCOTE ASSOCIATES, LP p VOL. 211, PG. 56 VOL. 217, PG. i I r I I r 1 I I 504' �y9• -_ - _ is Sias J. T _... &.. - S/B'REBAR Sp' CON (sERVATON N87` N6T OPEN SPACE DISTRICT 445j"� 1; 000' fl PROPOSED 20 FOOT WIDE RECREATION PATH EASEMENT T 8 TO CITY OF SOUTH BURLINGTON rN� ;tlL,e�w JOHIDN N/F E REDDMGTON N/F A. BARONCK I IVOL N/F N. OSBORNE 4i5 PC. N/F IN. & A. MERRILL VOL 146 PG 52 it] PG. 1]3I N/F I G. and L BOLENDER I G. LINK IVOL. 410 PG 6 FITw IVOL 455 PG. 113 VOL 457 PG 425 I IVOL 392 PG 135I ZONE: REST Eq NTIAL 4_ NBs1ri/ w� ZONE: COMMERCIAL 2 533.38' BURLINGTON INDOOR TENNIS CENTER, INC. 4E10STING PROPERTY U E LOT 8 ;PROPOSED PR ER7Y LINE VOL. 260, PG. 112 VOL. 197, PG. 63 ;1 EX. LOT SIZE=4.155 ACRES 4 PROPOSED (0.073 AC. TO LOT 9) - ____-_-- ADJUSTMENT NEW LOT SIZE=4.082 ACRES f:,:: t , --------------.- ,' . 0.U/3 AC, FROM LOT 8 TO LOT 9 PROPOSED F ------------------ LOT 9 10 I I 2.180 AC. al" In I I I pi j i i I in I TENNIS COURTS 1 ! I I I I 1 1 I 1 1 1 t------------------ j I I i PROPOSED i TENNIS CENTER. INDOOR S85'71'il"E y I I I TENNIS CENTER. INC. _ 58511'11"E LOT 11 76.42'TPROPOSED 15 FOOT WIDE 444,69'1. 2; AC. sy SIDEWALK EASEMENT u� N1718'54"W ;N TO DEVELOPMENT ASSOCIATION 4ft=s7o' a d i2.5 "EASTWOOD COMMONS" PROPOSED 20 FOOT WIDE \ L=4 7' U I �, N14-5N22"E RECREATION PATH EASEMENT 1 i1 R' ID_' ry LOT 2 37.sz' TO CITY OF SOUTH BURUNGTON LJ W '� ft-1402.69' I 1 iN LOT SIZE = f2.203 ACRES -3N72F "W g 99.24' O I3 P U-U Ir-SEE REF. PLAT IS N2s•a7'n" 11 e � •1 tat I tat /3 21.98' \ Z'Z 244.67' I z ! I BOi56' O O roc NIN <� 57451'S8"E N_-59'I "E of S855�90"E N8S55'10"W ,� '� 58.86' fi2.29' S73'22'40"E R-153.5' R=45.50' FARRELL STREET I 74.48' 1 Saps R=171.5' 1/2' REBAR N855510W N8555'10"W � 1$6.02 3 157.0T `w. - I LOT 6 S8555'10'E P i COMMON LAND 76%0O,1 - - 159.03' - - t0.392 ACRES �90' W '-NEW FARRELL STREET N85.54'16-W _ _ R.O.W. -'i•� I 1 - - 29839' N7322'40'W N85'S5'10'W_ _ 1 ! R.O.W. THROUGN 73.1 B'- - 159.03' L� i I I I LOT 6 IN FAVOR OF R=168.5' �2> 1 LOT 3, LOT 4 & LOT 5 7' I N7524'14"W 583658' :II I I SEE REF. PLAT A R4231s' �a4, I -II I N62'S1'45'W III I I 16.37' IT I ! R=231.5' L=16 3J' II 3 III ! ! II a�i i ! "65 FARRELL ST." LOT 3 J l r r t4.449 ACRES !! I,F' '11•'i R.O.W. THROUGH I I III I LOT 3 IN FAVOR OF fu j 27.pB' I LOT 4 & LOT 5 ! ! o 24 I I a 5' SIDEWALK EASEMENT TO LOT 5 I I ! II 1 1 - �,� _585'55'10"E _ _ _ 7DRANAGE !316.44 SEM N N04'OS'44"E ' -26' IIPyy,d oASEMENT 6.26' jTHROUGH-**' R.O.W. THROUGH / U�U 5 SIDEWALK EASEMENT LOT 4114 FAVOR OF ' l i h W W r THROUGH LOTS 3& 4 LOT 3& LOT 5 a, i 2I� ii TO LOT 5 N N 9ga LOT 5 r I e' 0 3' II"CITY'S EDGE" I COMMON LAND- = ' Z !.;� .-..__..� LOT 4 t1.766 ACRES 1.601 ACRES / 1 / ' t i G ELECTRICAL FCTRICEAL£ EASEMENT &Op OMELNMEApSY01i6 � 'W W ''X^ V/ i REBAR ZZA 1� I /, I �1 SGALL: 1 = LUUU leer NOTES 1. The purpose of this plan is to depict revised final boundaries of the O'Dell Parkway PUD. Reference is made to Reference Plans A and B. Thisvision depicts er the division of Lot 9 Lot 10 and Lot 11 from Lot 1. rem This revision further depicts the adjustment of 0.073 acres from Lot 2 to Lot 9. 2. The boundary survey was performed with on electronic total station and a steel tape. 3. Bearings are referenced to astronomic north based on existing monumentatien recovered along the easterly sideline of Farrell Street and for observations token October 20, 1999 and December 21. 1994. 4. Forrell Street has a 60 foot wide riot of way. Reference Volume 211, Pages 237-238. The right of way was determined from existing monumentatlon and the plans entitled "Farrell Street" doted December 6, 1962. Sheets 2-6. recorded in Volume 197, Pages 85-89. 5. Shelburne Real has a 99 foot wide right of way determined by existing monumentatlon and the traveled portion of the road. Reference Town of Burlington Volume 2. Page 749. i tin monumentatlon and the 6. Hadley Rood has f 50 foot wide fight a way determined by misting traveled portion of the rood. Reference Volume 17, Page 19 and Volume 11, Page 230. 7. Municipal water service, storm sewer, sanitary sewer, telephone, electric and gas serwces are valiable at the lot lines of this parcel from the point of origin through public right of ways or recorded easements. 8. Not thin the scope of the survey, them has not been undertaken any investigation whatsoever with respect to whether the property and each component there of is in compliance with local State permits. 9. These proTerties De within the Commercial 1 and 2. Conservation d Open Space Zoning Districts and Residential 4 Zoning District (50 strip of land to Harley Road). 10. Existing 1" Iran pipes were found disturbed by snow plowing and mowing. They are to be replaced by 5/8" rebars to be set. 11. There I. an easement to extend and maintain highway slopes and embankments in this area. Reference Volume 194, pages 199-201 and State of Vermont Highway Project Burlington M(5000)1, Sheet 41, 12. The Thomas Trust parcel is benefited by easements for ingress and egress, parking, utilities, building canopies and maintenance. Reference Volume 50 page 481 and a map entitled Plan and Land Easements, 518 Shelburne Street, South Burlington, Vermont, Thomas A. Farrell, Owner dated October 24, 1959 recorded in Volume 49 page 29. 13. This portion of Bacon Street will be subject to an irrevocable offer of dedication to the City of South Burlington. PLAN REFERENCES A. "FINAL PLAT - O'DELL PARKWAY PUD" prepared by Civil Engineering Associates. Inc. dated July 2000, lost revised 9/19/2002. Recorded South Burlington Land Records. B. "Boundary Adjustment Between Lot 1 and Lot 2 - O'Dell Parkway PUD", prepared by Civil Engineering Associates, Inc., doted 4/23/2004. Recorded In South Burlington Land Records. C. "Plat of Survey - Seaway Shopping Center Corporal- and Thomas A Farrell". prepared by John Marsh, doted 6/4/81, last revised 10/22/al. Reference Volume 173. page 73. D. "Factory Outlet Center - Site Survey Shelburne Road", prepared by F. C. Koerner, dated August 1952. Reference Volume 173, page 51. E. "Touchdown Properties - Plan of Land to be acquired from Gordenway Incorporated". prepared by F. C Koerner, doted November 1985. Reference Volume 200, page 18. F. 'Lands of Heathcote, Associates - Property Plat", prepared by Lamoureux, Stone, and O'Leary, dated 6/2/95. Reference Volume 365, page 112. G. "State of Vermont Highway Project Burlington M(5000)1" plans dated 12/13/82, filed in the City of South Burlington Land Records. LEGEND PROPERTY LINE TIE LINE IV_ / ------------- EASEMENT A0-- -- - - RIGHT OF WAY ZONING DISTRICT LINE Qi� sJ _x-x__-__x-x- FENCE Of S0. p 0 IRON PIPE/REBAR FOUND vrt�ngton O MONUMENT FOUND El MONUMENT TO BE SET sAR GRAPHIC SCALE 0 5/8- REBAR W/ SURVEY MARKER TO BE SET • CALCULATED POINT ( IN gyp) r¢, POWER POLE I inch - ft. to `N x 0' WATER o GAS EASEMENT MOM & NATURAL - ej? j 53.60' �l To the beat of my knowledge &belief this plat properly depicts the results of a Survey LU CREATED LOT 11 FROM LOT 1 N81_1fi 10' STATE OF VERMONT HIGHWAY PROJECT conducted under my supervision as outlined In the notes above, based on Revision -"E - __--"� 40` -' BURUNG70N PROJECT M 5000 1 RAMP C our analysis of records &physical evidence found. Existing boundaries Drawn by ACL Date JONE 20. 2005 35'E VOL. 48, PGS. 429-431 + MON.. 4.63' '(�, �g9 VOL 48. PGS. 467-478 MGN shown are in substantial conformonce with the record. Checked by TRC Scale 1" = 60' REBAR 1K.�RSSP _ VOL. 194, PGS. 199-200 Timothy R. Cowan VT. L.S. 597 Approved by TRC Project No._ 99101 REVISED FINAL PLAT OeDELL PARKWAY PUD is C9`.1'i l f{sr'," I SHEET A 3 i'ea INC, f 0'jV.5 S fE S NF CA48 1 I 1 I I I .-__Na-�o- - '�"`--- ` ❑�❑O__.. _—___._ SITE ENGINEER: F7 CID I I °P � j> I � ❑❑❑Q NAPLEY Aa 'bY.' L and L BROOICSI I I M. and P. I I N.md d WARRENI I IEand K. UWCJSON) I E. REDDINGTON I a BAROVIDK I N. O�atNE I q 6 ,wea 7 B. BARNEY I IffNNES�Y I I Fand d KOCHMANI I ' I:-J I I I p I l a BDucHE ,L KA,AN I I• _ I I I li I w.ma A. MERRiuI I G. and L eo1F.RDeR I I is M. STACK" I I I L P. aR001(S I I O. LINK I�I - - - 1 I sREEr � 1 wx im. s�wr I_ocanoN SHEtBURNE. VERAI�IT -----_ - �, 1 PA% 802 985 2271 _ AVEN E I I �� .. - - - - - _ = =-` . T.Jt-_ -'' �-% I eEeam PANmAv p a.aNaB.sTarDER w.Wo1FFE Jill`��-__==��rr—=_`._= _ = rs. } -/ C3#j`� 1J I _ �,.a yz _s - -c--_- e ��--zz6 z� _ -� 1 JOY uusi xu AC -a-�-�_j>e`Brr�_,�c3T�"I�s� ,---III - -d�I�_�o�r---=•__ -t - -m_- -r-� �`7II / IjI II II i SAY ' TWIN OAKS AAND FITNESS // APPROVED m --- SAV __ �__ -_ - - r` LOCATION MAP_ -2-J3 4RLC2000 feet PROJECT: scaL�: Y® - , ----------- -------------- EXISTING ENTRACDE PA RKWAY -- a /P.U.D.II TENNIS COURTS 7TII7T-777777-1777 1 (EASTW®0D 1T 8 XISING SENIOR HOUSING TING)CH OIL EPARK/I ajAINPOLE / 1 �; i- _ ��.. I _ i _I I� I FARRELL STREET \ ELEonaca. BOxE9 A aoe'R. RE I I SOUTH BURLINGTON - f I I IIQ I _ I -- Y -- -+ _ VERMONT I I N 1_LIJ-_� �.-h.?`u16 -- - \ — ' LEGEND I I I Y IVI T� s '13EN'/kiJf i.1Ai ,i V �1 \ - A'� • " �'\. I� �� I �/ j. �� ass-- Fxsnwo cowrouR __ --'� t 1 ADJA�EJ{I3 ARKING. ; 1 .�_ _ �, ,mw� k_ P \ 1 ; / L —aao— PROPOSED CONTOUR /\ PROPERTv LINE (APPROXIMATE tRETAIG,W/YIq.(eU _ •: RE I a I a ,, l -'^ EASEMENT LINE i l 1 ��'' -6 Trn7Trm, T ern rn- ; - -JII,IIIIIIIII�UIIIII,I CONC. MON. O IRON PM Q I \ . � �.. ...,. V - 'C \• � ._ zi / --- - - � i �:_,? I I 1 I I .r'--1� _ ^-� _SS_-- GRANTVSEWER LINE I .EY)VY I I --w--- WATER LINE BS REDENTIALUNITS OF- -- OVERHEAD ELEC mlc ST--- STORM GRAN bAc zrs�`� • ', , B217 q:/ //�,. 1 1{ I i-r' i// i--- Y ASEMENT FF (I � 17f �- � _ UE- UNDERGROUND ELECTRIC r T --- rc 11. LINE — — '•� " I - — -� ' - -i� I 1 I Id . II I T.�- 1i� %/i%_ -= 4--F-_- III_- j G-- OAS LINE . a MANHOLE 1 C v HYDRANT (Z SHUT-OFF II , 1 1 'I POWER POLE va II 1 I , ;- �, V A. y 1 SIGN c - I II f EX 40 Residentt0l - I - �z,e� j' — w/ 33 Parking Under • CULVERT o - _ _ 111� III i7et FlR FF 2Y8 O % - X 40 Residential units,,,: ® CATCH BASIN tA o � 1JOA IIIII "}' /� w/ 33 Parking Under _ _J I rvvvvvvvvv� EDOE OF BRUSH/WOOOS H 1 //1st FlA FF 21 B,-D /� /i 1AI 1 I ICI - A HCOT� fS, IIIII / / �sASF�ENr F F. 2OaD �j% 1 1 p (p I t I a 2,8 }_ _ _ F_ / //. 'r I DECIDUOUS TREE ,a -i v II 1 I I I CONIFEROUS TREE IIIIII I I n v w-F elE ,s .vi iaRA�x--- RAJ( -x,� , 1 1 4 t i IIIIII III a, NANDcna P alNc 1 / I I 1 J I / fi I I o. i Ip jj s e z, . ucNT POLE II I IIIIII III 76' �218 III � FOR BAOi PATH WETLAND N zs r=_. F i wG ® BIKE RACK 9i _ 1 ZONING DISTRICT iT IIIIII�III /'EX 40 Residential Unitsr� d i I' I 11 Illlildl�l w/ 33 Parkgng Under „ �/ / EX. 40 (?eaidentgal Units - -- 1111111 III tat FtR F.F._ / w 33 Parkin Under I' 1 1 tKCPAN r ,ensEAeaT FF zoe o //. / g _ IIIIII / / BASEMENT FA.v 1 \ v\ c�cxRo Rav[s,Dry tat FIR FF 2TB0 A i nupsy� FM DO /' � AM/S.AV EASNUDDII nsurO l - p - - r .._.I_i.. _. ¢ IIIIII I�\ _ _ z,o-�• d I 1 -- Aa/sAV ACT-- �a' I I py �__ __ _ ____ � A ........ ___ __ 50 I x 4 1 z 1 PAORKMcACEs , Qat FLR.- F.F. 218'-8 11),O 31B).e V yam`' q `-ice---M S=I Nn ® •...� //�� ��{( ///y C. PAD 4 �J I 'l. I ITING I P IN, AN ACCORDANCE MTN AT 15 1905 O V BeTi ... ._•' q TMw,Nw THE CA NdZIPoDT 9iM1 BCN E 9A�lN OO�N �DD�N DET:NIION 4��n9f CONDITION PN EXISTING BUILDINGS AND SITES SHOWN WERE PREVIOULY APPROVED UNDER ACT 250 ff DATE DRAw>Nc rvo.®Ak III I -�%�. - °d - _.$c._.Ey alztacbonc�.; -- — IL, i >--� �Q wove„ u„�reNcew:TEelaosrs GRAPHIC SCALE U4i Ia / x FSPFFAOSAIS ARO F, EM yAig UDEaAN�DN8. PEN a N0.Ao w De1wDr- _ ZVIJ 5 IN FEET PRD". NO. 1 h= 60 fl II 1 II 1 I II i 1 i 1 Ilil II I II 1 SCARFF k== 6 I fF E - I 1 - JI I ( I J. and B. SNYDER II II I^�-- II- I I6 I I II I --- I JLL BACON STREET -T� I I I 1F771 I Ell I CU I CHAMPLAIN I i I I I 1 I 1 OIL CO., INC.,_�_I -NEW IUCATIUN CF 01CV10AL NXES 4 and R. I I III ° i III 1 I — HOME - �a AR II_ J I --- --- \, LjLj Li FOODIIAA1Er im. PA ii IL aM L BRO 1 I M. and P. I I — J. WAfl 1 I I I y�and f e■[ R tl� I E. REDDINGTON I I A. BARONaf I I N. 06BORNE I� i � � T i';) 8 I I B. BARNEY I HENNESSEY I f alM J. KOGIMANI I y Is¢ M111 A. DOUCHE J. KAHAN I I Nand A. MERRILL I G. and L. BGLENDER I I Id LINKM. STACKMAN I I L P. BROOKS I 1 1 I I I I I~ I WA■Ip wvr sllAEr' Lou,px II I 1 — L — I — — -- — — —�--- — — I Q u■■Aw9a EW -- TonD I I 1 I U.93 ACRCS I I I �� P r Q W. WOLFE I ! r-Y- CDR Y IAIIffi NLL I I mvc CAAB / / - I II It�9atTsesAnBR PArN I I i I BUILDING --- o I 1WIN OAKS 19rt1LT1i AND FITNESS I /i LOCATION MAP 0/ SCALE: i = 2000 f-t 1 ' y. „ ' EXISTING ENTRANCE ADDIK --------- 1I 1I — - - 4r.4a I I I � () {= t , � =-.B ,seosF1 1 s I TENNIS COURTS I EXISTING PARKING L, I Im e tOi9 L2 D, AC I Iilillll:li11111111 I II 1 I // BEN FRANKLIN — # EXISTING BLDG. W/ _ ADJACENT PARKING. RELAI!_,/WARCHOLISE . exl R / 483-70 FFEIOR USING .V I - - 1� 6 .Y.� le ' UNITS p PARKING UNDFRFEATH �� ..� 5� ^ '�1`1 : h � `�' r--------- U------- n i pA■ �___ B■w.+ WA!%-g LOTH •r..^. // . - r __ _) T 1.29 ACRES EASPAbOD COMMONS BUL�IN�' i �' R12ELL KSIPENTIAL f., �_.-__- ✓/ / // , ✓i■t FUR.- F.F. 'AAc9x o' % /� / BASEMENT F F 212'-0' II IavADE PATH 1 � I ACOERS D'aPloy � I J I 1 I rPARK _ DI. RI I I PAVED BIKE A'RKY �•_-� . ■IAMB M I Residential Units REiARNNG WALL n n ' W/ 33 Parking Under j _ ' /EX 40 Residential Units -°e- ° _ ' t / /EAS QIT FF 220gB % u t t i w/ 33"Parking Under j I�UJ 01 I[ 11-1r F FUt FF 218 D' HEATHCOTE 4SSOCIATES, ;BAsP"04T F.F. 2oe o' 1 S' I y y I ! y HANOCAPP ING '� RACK a BIKE i I L� / — a 1 411605EI RX am a■B FQt rs eRa: PATH o ' Ell 0.0 33 Parking' Under _ _ G 1 / X 40 Residential Unit % ! ■QPAIN%DAM r« �: f' !> w/ 33 Parking Under ' B-F+I YIII ,$j STORY BUILDING (CF[Y'S EDGE) - 60 CONDOMINIUM u 51 PARKIN. sPACFS U 9.7 It FUR. FF 218'-$' / . !N W/ I SITE ENGINEER: 5k TM SHELBURNE, VERMONT TEL 802-985-2323 FAX 802-985-2271 DRAWN 41 CAD R h A SAY FsazD APPROABD A Qp BST` SRA PROJECT: O'DELL PARKWAY P.J.D. (EASTWOOD II & SENIOR HOUSING) FARRELL STREET SOUTH BURLINGTON VERMONT LEGENi1 EXISTING CONTOUR 336 PROPOSED CONTOUR - --- PROPERTY LINE (APPROXIMATE EASEMENT LINE O IRON PIN n CONIC. MON. —SS--- GRAVITY SEWER LINE --- W - - - WATER LINE OE- - OV 04M ELECTRIC —ST - - STORM DRAIN —UE--- UNDERGROUND ELECTRIC T - - - TELEPHONE LINE — G - - - cos LINE ® MANHOLE ,tx HYDRANT SHUT-OFF 4 POWER POLE r SON CULVERT ■ CATCH BASIN rvvtivv-vtivv-, EDGE OF BRUSH/WOODS DECIDUOUS TREE CONIFEROUS TREE a LIGHT POLE WETLAND ® BIKE RACK ZONING DISTRICT Here c�cesD TNmrooK -i6-w ACL/SAV REWSED usTWoDD ■D., PAWGNG LOT OAKS AMR1. & PAOT. ADDED ME -ID-N ACL/SAV IRFVO RnAINNG WAUS, SOMI K & OIRW AW PAVEMENT EXISTING BUILDINGS AND 6-9'D34 AQ aV REND I _ I AND B LOT �- DN TES SITES SHOWN WERE s -Ds Aa v REVISED STE PLAN AAD UTMIREs I I PREVIOULY APPROVED B z os Aa V REWSED SITE PLAN AND UMIIES UNDER ACT 250 OVERALL D. PAD I NOS w RIN THE QM ■Tx SHAM. BE SrrE THE aN.Y anAowa TNAr N ro ocaK I IX SEON/ENT POND AWK) THE 0.0. T WDT SHALL BE 1 ASBDOATm N11N TIC DER/ITIOH I C i i TIA■M fAII151■ICIIDN. PLAN l I I I i GRAPHIC SCALE ,WT•R OReITRiG NU■BM v eR oRs;w1sreE�rosTs rroT sDA,a -A INCLWCI3MBE°4NI�. iENCE Ip r s w //� A A pWpy Fwrnn Fl iVA w o, (TIT ,&E, , I�— 1 IocA - 60 n PROJ. NO. k- T. J. Bovie and Associates M --i-------------`-- I I 1 `- ! SITE ENGINEER: --- I I JEE [ IL. and L. BROOKS, M. and P. I I M.and J. WARREN, I I IE.and K. JOHNSONI E HENNESSEY I I I I I -FUTURE a' WIDE BIT. (/ANC. B. BARNEY I I I A. BOUCHE ( J. KAHAN I I F.and J. KOCHMAN I Y REC. PATH / I IN.ond A. MERRILL I CIvL ABBOCATMw- M. STACKMAN L. P. BROOKS I I , I I SHELBURNE, VERMONT I I I I I I I I I I TEL OU-985-2271 -� -1 I I ACL --7s14, rGR►:- JiiM1 __�. INVGCU� / 8AV r - __ HIV. OUTm212.D z2o -� - ------ �- Q-- _z - 1 I�r ------------ _ _ --- -- --RINL2t1'�3 =- E1as J� I I , W. WOLFE I i I ._ _ _ - - = _ - - - T = = = �1 7N-+$� _ - _ - _ �NvaE� - _ _ �\ I .,f + p-V •, a SAV J. and B. SNYDER 111�1�(' �iJ- -�_ -` -yry_ ____ �l _ g :. NEWCY = _=_=21Z_= _ -- -�_- �Li==-- - _ 222-= �/ _ € _-z- _ ��..aZ._=- PROJECT: zz i �� 2 )2 ' 13 u CREA'nON P _ O'DELL PARKWAY �� - I IN (E)-209.0 Vb �. P .U.D . PCH , , T'. I OUT-204.c<5 BUILDING RE, sED CUR ti o 0. +'� (EASTWOOD II & 220 22B T SENIOR HOUSING) 21, �\ h STREET - - - - - - o x SOUTH URVERMONT LINGTON d 12 v • TREAT I - 0 l - --- 1�. LEGQ�D - ------ .'� // � \ _. ' NAND, , (i R ORAlff - - \ r ----'- AMP i�F;. - .. OWING CCN10M O 1 1 \ >s CONC. CU jr, 7', rRGvOsen calTaw - J _ _ .. 06 I i 18 .. / [_ ] 12 _ E - � A6BIi P®N = - - - PROPERTY LJK (APPISGXIIIA O �TTT���'' ... EASENI NT UNE ,�•. I _ - / .. ,. NEW S�'CB µ1 OR- I I ,, ROVED .,. ,NEW CB �46 t,`. - 0 ■ON PIN NEW . IN IN (E�205.0 " ROVED RIMS 211.�5_ I I tom "-- - - - - -- - -- - _- - - - m cw+c Naa W CURB 2 �YIDE I INV. IM(5"}=205. I INV.OUT-21L2 WP(7 - DEW - N INV, M (1�208 -SS-- - GRAVITY sEecR uNE 212.2 �.r _ �. '� - �d ' /' rr. I . / INV. OUT 205.55 I -W-- - WATER U2E 1 nv, 71 CB 1- EW CB /4 I''7`ti-`11 I I ;r -oL--- 01EIbIEAD EIFGTPoC z11•� a RF. H0 RW_2t,.35 I TENNIS LOUR ` v. IN -zoo WVNY BUILDING - Iay. IN (e-).12os.4 -ST . --- ST. 11. j OUT-204.8 I < - _. 13 G DRA ,! INV. OU �20�.7 ue- - I RENOVATfON - __ � RooF �. I _./ •� :. �• � 6" PERF. HDPE LAvoanCRCCNo Et£cnBc BLDG. ' - T - - - TELEPS OIE uNE N 1 f FFE 213.E I TYP. J PLACE I o- I§ Iw {, FOOTING DRAIN LO HIE 2 z2. i : NEW CONC. CU _' j NV. N P216.2 CULVERT -� - --E I I i ! R 'M RFD i INV- MT-204. _ - 4 0 ! , 1 NEW CB p50 S N CONC. CU INV. OUT-216.1 IA. gad R. REYESj I -. Rw®217.2 Wye, �, � I ; I W HYDRANT INv_IN-204.20 I DEW I I T~ Z c"i I ,? �/O�NE HEADWALL SHUT -Off. - - . o �'o I/ / tiry 1• '- -2�1fINV. WT=204.,5 ., Me<2T .b _ POWER Pw �T�N$14'11G'IA 0 D 1__ -_ g I 2 Z O r vslrJly 17 :,vs S� w 10 po RNIM ®202.9 RE'LACE EOUA� x '-'-� 18 . 1 V. OU -205. , O Z �p O / EX. MH NEW "' T N "" 18 STUB-. 1 -> ' U IN 1 CATCH BASIN ._ O 0 - CONCRE''TT� PAD -..-. RIM 211.0 d r ,r �/ Z N N i ,r _ _ - _ _ _ _ n^vwvvvvv7 EGGS OF BRUSH/wooDs -_- OADING/UNLOADING 24 ! ,.:0 ly,! 1 - _N; Pf1.D VERIFY AREA -_. IN �200.0 LOTS (� W A Il`Z ..•, :'C B~ I I I Q II L A LIGHT POLE RIM--tIFLD'VERIFy__ L NEW-DMH N6 7 I �' A - • -' • ,-� _' 18 ACR '" .gip 1.. RIM-i i a'c- 3 Fz 0) Y 7j wen wB INV.=206.29I ��✓� k 8.2'3 x +t .�. "- W �1 I ® BIKE RACK 204.73 IV _ /( V,_OUTn204.70 Q BEN FRANKLIN l- -'� PaI 8. V K° �1 `� I _ aEIWLB! CB'38 --- F i 21.2.$ ! � � I - \ • r I' - l C W l3 EXISTING BLDG. W/ �`��INV. onnr .: I IN..203.16 -- -- ) 1 . •Y. '' - `u1 INV. OUT-203.3 �R-EX-B'0 GO ADJACENT PARKING. �' ' -- -- 208.25 I AMPED PAVEMENT C BALK, I I/ 2Nv' j Rw-2t6.21 N ,OUT 204.85 '=/ a. ..,7I- { ,' I I 25\" �� RETAIL/WAREHOUSE - .,, INV._2� -- / 3-70 SENIOR HOUSING °A" 10 z o 1 UNITS &OFF, ES � 1 E 6'0 CO #37 .I 1� a _\ I 4„-05 Aa�V oa / sr I 6 11 10 .213 I L _ L NEATH U. o INv Ir7S's03rOs \ Kc.l ; SIB An/sAv �sEns swan u HEs 4$'IRKING..I, . INv._-_zo7.o ' - -'- - - - - - - - - - - - - 5-27-M V REYSEU YR A.V1 FE \ 5 m v RE aTe ce 77 A w 92E ro x 4 \ F 218. FD- Iav ouT�zD3. „o. GAR 208.:50 � I, \ a:-m Aa/sAv KeASEB sTE ELN, AW uTwTEs CE Al M - P, 7.96 M C 11 # 9 APP OVED \\ Eli CONI`aad Ur RB - -'- - - =» x _ - - - ".' r v awn a R u au unuxs llry -206.1 1�tT �pEW s LOT 11 z : EX. CiP INV. • 208.0 i <7? EOUAL� #.3.5 7 I /278 LI =209.0 r q,1 . + 4 In,v h�., -- v G8 ` 9 Y/ 9 / PHASE EX -CB p53 I11M=2,3.8 ? RY .t ¢ �•j �r 68 TI32 S� X. CB ,y30 .•\ v ,. ` w. RIM=212.,4�0INV.=208.8_, y�_ir�Jp[" ARl� E1F�_ 7+OTl'Ll��- 8+Oo FF 2,4 51 { =214.3D A�.;.. 7 a /� p�/1 BACd1M - - ____-<.\2'.---I- -. -- RIPX-•.I(.N ,:•�,- -iN 08.2•r--9+OON >.2R7.7I, _ ®�'1®'l�I�tri �.7M 1 S, J��= ®//�� A� /^1cc PLAN INV. F=288.5 / I ®Rf1'Nr�'�..iC PLHi M ■ FRX CB 33 it ---10 - - il -W WIDE r11DE 9M1'E PA'lFf=.' _ M _2'S 4 EX-� C 1' IGN 'L1 _ �� 15,0t '-�T.a' u<rc uxerwc :vuee^ hi 59 I I j � � V '4-'8•-� �� ..� + L3� IN 3 a RAP$XG�SC�- / f a, r - C-4A 1 i Diy/ \ (-------1 RIXIl1 'tad - , p P-30' `21 _.f' N 4- l �•g.'. k` rwu..o. 3 IX M I � � / Lei i ) a� T° a '' ' ° � 1 PAL K z, �--- . - \ display --216- --- ` - 3D 03131 --------------- -- SITE. ENGINEER! I IL. and L. BROOKS, I M. and P. M.and J. WARREN I I I IE.ond K. JOHNSON, 5k I uENNESSEY I I I I I 1 I E. B. BARNEY (' I I I jREC. FUTURE 8" 1NDE BIT. CIONC. A. BOUCHE J. KAHAN I F.and J. KOCHMAN I PATH IM. STACKMAN I L. P. BROOKS I IJ iWand A. MERRILL �ENGINE ����T TEL 802-9$5-2323 FAX 802-985-2271 -- _' tivr vwvvwrYvwv�^n-vro • � '�' �. I I A� OF v f1--' --=�i - -�_ M-2fi�7.5 ((( =---�- - - k -- - -- _~_- 5 a_� -__ =_ _� l -J 1 1 INV. OUT=212.0,' �V A �P#5220 i (-----�- _ - -_ --_-� -- _- - . W. WOLFE f II I /f ,------; - --+_- __- _� - It�ThF�, --- _ -- _- �la� --- _. �f ' � � I •:� NEW- � .�... *. J. and B. SNYDER II�II�I - - -- --_- - --- _ -�-'� / \\�'�_2)8--------'-- _ NEW _ _ __�-t2-==L1Z-- - `- �_-- _ _c- �--aFlv.�. •,g_ 1 RiM=31s .. 8AV = Z' h INv. IN .(8-)-207.3t -__- _ -_�-soa==- -_� _ INv:lrt v(EFa1G -_-_ _ _i D 2'7. PROJECT: C 42 _ O r T - PROJECT: E>S s. E PARKWAY - P.U.D. 4 V � ; PCH - : -' r;., �' I OUT=204.1 - 1vFR cR,Jjci*r BUILDING I E o64'ik bR u (EASTWOOD II & � 1 t i I Bjt SED CUR i, - i EX. MH ; ; HYD ,20 rJa R 1�wtiE SENIOR ROUSING) RIM=209.87 I - - NY-= 5/ - - -.-' _ - �:' _ D iNST FARRELL STREET -- ---,- a -----•n=- ----------- ---'"- - - " _ - --- - ale �R N- a SOU TON Ox \ , I aA E ---- BSDR -T i _ - - - - � RU1[ � - PATH 7-� �- �+•- E ti � G +F-C T _ I _ _����---J-7 T --S 1 �" ,_ - INV. 20 6 t2 R 35 PVC ■ .r. R T .. 1 {` - SS- ----- _ ' r' i LEGEND TEL.CA � i j p' �, ��AD.IUfST RI I EW-MM. p9 ry S ' - FBI IM-214.Of __ _.. -v -RCk N 1 O V. N E( u_ b �I PROPS co TOW ONTO n/ CU ` AMP * rRavaa>D carrwR TO NISH G DI )_ CONC., i 1 I NEW ADDITN3N - - - - o. PROPERTY UNE APPROKIWiT' ,�t1 I ... / • .�. , ►dEW 5y,1�1 NI " f d.1 v.� _ EASELflIT uNE I I I p -2 .5 t _ K-30_3 TjtatNS (Yx14) _ 1 7 1 8 ,-CAP 8 WATER u W R D NEW cB I I ro - _-- -- _-- o RRdi vw .18 \- Ir- INf N 2t24_5-- AL RIM.T.tL Nff"CB%�8�' - --- --- - --- 1 I I O \i \\" / W C CURB rv, _ IN . INE(E) 205.0 INV. IN 5 }�2D5 RI►1=216.7 cDNc uox. _ • o z,l' \\ 1 //' �` • N D� '7/`I (7"�NULWAL T-2 DEC 1NV. M � .20E. INV. OUT=211.2 -Ss-_- GRAMTrSEWER UHE 21 2 ---- N I / INV. 'OUT 205.95 \<. -W--- WATER UNE CB #51 1 �16 uz fL% -. n1e (CC OB 7t II <211.0 FcnMlA�,�ran 8' F. HDPIfJ II TENNIS COUR °E- - GNt>1~EAUE,Ec»Rc iN E TI I v. IN=204. 'I NNNY BUILDING Euwr i '- j INV. IN 6' d208.4 I -NEW ELECTRICAL -Sr-- -- sm�W DRAIN )S U U I$, OUT-204.8 i3 C, G DR A „'._ INV. OUT-20p.7 n{ CONDUITS 8'x12' CONC. CHILLER PAD -UE ... _._ UNDERGROUND EiEc�RK: RENOVATION ` 'U 7 : I 1I RAF I-6" PERF. HDPE4 -PIPES FROM BLDG. N 1y 1/ ` ( BLDG.= V I TO CHILLER - i -. - - TBEPHDNE UNE FFE 213.5 rEX.J,�jj/' I = t \ - - rM. 3 PLACE I FOOTING DRAIN 1 1 0 BE- I - 8" SEWER SERVICE 12" HOPE CULVERT - G -- GAS UNE I - R MQVED �NV. OUT-204. 1212. - �zQ " _ NEW CONC. CU I - =t • � SDR 35 PVC INV. IN=218.2 m uAuarE IA. aa�'R. REYESj I / I x 9 NEW CB J50 ----1 'iAN I CONC. CURB - � F � r I I If" �' I) INVERT 19 BLDG.=212.0 INV. OUT-216.1 HroRurr t ---' I I \ I RIM-217.2 yy 8' QQ 6 W STONE HEADWALL x' SHUT-OFF K�CVWN'l 3 TR NSr - -1 f - - MTV. IN.204.20 ` 1 8' I ? Z W Z (TYP. 6 PLACES) 211'- IINV.. WT=204-tb. " �. g / r,0 Z Z_ -t ''� NEW-MH p7 -� #2� �, aoWtu POLE G NI 1P I' `� '8 k -MH 17 ' ' L to O RIM=218.6 RIM=218.0 \� I I cJ1t I v. =203 15.3 0� Z Q -16 O I INV. IN- 208.3 INV.=202.9 SKr, N - - -®- - _ P_ I = N CV N; K-30.3 TRANS 7 x14' . Grw BASK REPLACE, 1 EOIJ 7 - - -wo/. I p - CD 4 INV. OUT ( ) EX. MH CONCRETt:;.�AD + " RI r1 T V 1 $ x , �'. Z Z 1 7vI^vv_a �r v (vvvwvvw� EDGE OF BRUSH/MOODS Q /�8 18 V. OUT= �07. 1 -- -• -- RIM=FIECU-VERIF,-]'___ LOADING RI 211.0 ( REMO- /. I Z _ I-- IN1T- FIELD VERIFY AREA IN, 200.0 L11 y p h I NEW -DMH #6 I I I _ e I ; �12' 1 LOT 9 ! I O t] Z 4�i Q a.4 } Ilk IA�L/ EX.-MH4 0. ua+t POLE RIM=.212.0 / .• 7 �.' �, _ 18 ACR O �Ny V. r MECHANI AN E WETLAND INV.=205.29 11J I I ", /) M BNE RACK 1 �I 204.75 - w: � m I-gfn'E�LFl p, '°�° INV. - ote: All work to be performed in OUT-204.7accordance with the Specifications I' V �� < u ( _ 034 \ z NEWW-8'M CB 12t r C E 'A I q n 11/ I Son Details for the Installation of 1 BEN FRANK"L I N I �' \ I d T W Water Tines and Appurtenances �_ I he n eox / Items Owndbytfor 1 I` 2 _ G 1 s I. ♦ \ hamplain11 Water SWater District, thetCity o EXISTING BLDG. W/ '°° '� 6 Ruit=210.2 • • :r I - -_ INV IN=2 3.7� _ ♦ I \ South Burlington, Colchester Fire ADJACr ---- 4 -- V. OUT=203.3 - I �R _RIM- 1 CB ENT PARKING. 'eW z,a j SE r - - e 2 District 1 and the Village to the t T208:25 PAVEMEN W --, °no � I tails should be modified to the r NV. 2025\% / I RETAIL/WAREHOUSE N ' IN-204.9 , - _-i)Q$TIMllGt WER ' / R TA (L W /,•� R E H OI ICE " ' -FLEW-MH 0•-- , L- mFf HOLE TO BE - I above reference specifications. V J N ..i OUT�204.88 - I i� - qf� .: 1 - 9 -/ I- / RtM=218.45t f NfOVED, I - !I mn oat Ir.eoN 63-70 SENIOR HOUSING_ _. I / I _-.�.. 9 / r 1 rYEw CB a154 - !NV- IN=211.45 - - - _ 1 MEy{r_6'4 CS 6 Do I 1 F,z-0s v EACIWom u - MW FOR So 7 AIM-Zi2.o w ttfly. OUT=21t_ UNITS & C� F(QES ?t 5 1\ 9V INV.-207.0 1 44 PARKING U �' J-203.09 5-6 a V RENxG 27 P, Nn muncs IN FZNEATH IVY. IiT b c 10 213 , L - - - _ _ _ - _ _ _ _ _ r' � - - - - - 4 YOU - o3:Oti � s-zz m Ac�/sAr RENSEo srt ww ,nm im�rcs - FFE 2118. Fv- " _ IN A ' 8 2 18 4YV t YARtl` % "' ._ �• _ 6-E-RS AG. V REYISFL v1E3R.N1 6NR URLRIES % b-06 AQ V ' GAR 2 50 5 AI IN W -- - .. a•,a-os .,a v REWsm S,< auR uo ununEs ��-2tL�/ M= tt.� �\ pR ppPROVED �jC�OMP„ U 8 - - - _ _� -- - IP 1�J. 114V, 208.2 k-2 'S" AP 8 WATERR It - i �( \_- "► INv-208.0 72- EQUAL ® � LOT 11 W ► �� , - a ll I p���cC EW CB •3 PHASE - E`X EX C�/ #53 ' RIM 213.8 � -C8'Tt321 �7S X.-CEt 330 �V 0 �j �/ c'�p � RI!d=2i2.,4 5•F�OORRE-•.•�`�•• � � "� :. W RIM •- IIiV1.t -- - 2,4 0 - r IN-.77 _. N 1-LF11�1 -- _ -- ----- 3•---- _._ -- -Y ;®--, � � INV 208.5 �� � ■ _ � o � � I WATER _ �-�. " 2 ` �\= Of 6p , 3 - �, 4�. I ;! j f.. ,� *'�.--� - -i9 i11DE'�MIL�'P14TtF+-...�_-_��:_ RIM=215.4 •" � �� _ �k �aZ '-'° l I � I S'd: - - - - - CS EX - 1 2 -SIGN NEW H� 2O1S+Of \ \ $° - _ u.rej1►Yflek .5 �:::� �... ._ I I H EV ; NY. =2 � •'� 4,-8-„� p N AP I' HdtYA9iT ACCESrS I' I I I ND /�LoCpl / dajGAS SHALL BE MOVE IN 3 tp,R L Oc ITfOE v, E I 1 Dis a SOkI14to' 67t.. 1 -- 9 r `� I L O 3S----- ---- - rq Y 11 pro 214 �\ \ RN1 0 . �R I C �A I ., �`---- H ---- - A- t-; -+- i �Q \/� � - i \ � L�1 fa 1 rem. No L o "` Q 1 -2U-- I 01 I, \ Displa --216- ao -- I r I I SITE ENGINEER: � I I I IL. and L. BROOKS, I M. and P. I M.and J. WARRENI I I I 1E.and K. JOHNSONI L HENNESSEY B. BARNEY r I I I FUTURE e' wIDE BIT. CbNC. A. BOUCHE J. KAHAN F.and J. KOCHMAN i y�REC. PATH I CF& an *\ )CIATM M. STACKMAN I I L. P. BROOKS I I I IN.and A. MERRILL� I I I I I I I I TEL 802_985--2323 r I I I I ( I I FAX 802 985-2271 I I I I ----------- }___ _ _ = QCL. --- 'S31"- z� ff ----- _ I -----� -,- - '- --- Y1 -_ -- -`-� I ,... NVT�OlUTST� _ $IIAV � III(IIE- -- - - PROTECTION - - - _�R 2iIC=:----=�IEY1� INS 12.A ` s0 W. WOLF E iil'I��r ` ---= : �7.-?av nr_al sTAel4tzwnoN LeRosloN J. and B. SNYDER II 1 ` NE1N1� - - 1Y MV b1�T�2o c -- "`}'..� \. ZJ 8 _ _ - ��s4� - 21 Z -_ �l i CONTROL uArnNGY 8AY -per_ _ -_.222 - PROJECT: zz j IM 2 2 13 UTUR R�CREA�ION P y O'DELL PARKWAY \ \ TT PCH I i .. �\\\ \ �� i NV IN (E)-209.0 w P. V .D. BUILDING Ly LQ j I DUT=204.ry1 j E sED cylt (EASTIPOOD II & T SENIOR HOUSING) _ _ - _ - - FARRELL STREET -- .0X _ _ SOUTH BURLINGTON - -- -- - -- _ i ` - VERMONT TREET 12 INS I1LL T)*E A STABILIZATION (ER J �}18K1r .DRAIN y -a TROL MATti1NG)- ANbI * " " _ _ f Ex snNc xNN 0uR \ 1 II \1 s NEW CONC. CUR AMP :){ > PROPOSM CONTOUR \ / PROPERTY LINE (APPRO)WUIE 1z s , NEW A©©ITF�9N (_ - - - �- NEW 50 C9 #at- _ NING,��.". y I. V. - u�roNT uNE U RIMm21S.5 --- .RVED/ � � 0 Irnw Pw N \ \ \ IN �N)��aa-5-. AL I.. 2n( N N J W CUB ' I . 1N E -205.0 INV. 8J 5" 205. RIM 218.7 ® mwc naN. .c x W/7',„SIDEWA T? DE ' � MTV. 1N 206. INV. OUT=211.2 -- ���v 212.2 I. �. ��))� 1 --- puvrvgMERUNE g /Q _ 51 / INV. CXfT 205.55 - IIIER LINE \ I N57 / ` I N CB 1 1 "NEW Cl 7 n INSTALL CONSTRUCTION FENCE RBA 211 3S t AROUND LIMIT OF CONSTRUCTION �. S - E- - - OVERHEAD ELECTRIC T v, ( R _z11.o - - '6. i TENNIS COUR - - I ) \ I v. IN-zoa. a WVNY BUILDING 13-- F. DR4PE - 20&4 570M DRAIN y V. OUT-2 - E ; . WV. t0UT3206,7 t -- r / I RENOVATION -� ROOF DRl(; 6" PERF. HDPE UNDERGROUND ELec we / J N I _ '• i R BLDG.=,2 f4 - - - - m DRE NE �/ // I �1• EX. FFE 213.5 I TYP. 3 PLACES)I FOOTING DRAIN c--- cASLrNE \ S0 HE I I1� I f `.' & - _ I 12" HDPE CULVERT o / 1212. �/ NEW CONC. CU - = I , � INV. IN=216.2 m MANHOLE l i R 1A VED INV. OUT-20! a u�'f2. REYES; 1 x NEW CO �, N - . CONC. cuRe I- I I I i INV. OUT=216.1 HYDRANT 4 f� i5o -- 1 WIDE srrr OFF NM N1+20a.20 �.,. W/8• _ Z F- W' i t'' I INSTALL TYPE A W/ STONE HEADWALL jj l I �0 84Y. aUT=ZOa.iS 8 =21 .8- Z F. STABILIZATION (EROSION CB �288 r � � Ij T INI G WA LS 1Y f 17 w I O �ONTROL MATTING) RIM-216.0 -- f5 - Q W i O i INV.=202.9 SON -._ J V. IN i.. O P4 / REPLACE EQUA;ti/ y18 1 I V. -203 p I O_ I . CATCH BASIN / / 18" T f- Z I; 0 EX. MH CONCRET� PAD ._. N RIM Z71.0 T E u T nn I i6 S I . 0 Z �tN N H;f I _ _- _ _ _ _ _ _ vvw� EDGE OF BRUSH/w00DS _ - RIM -FIELD' VERIFY_ LOADINC UNLOADINc� 24 p I ----� _�� - ---- INV. FIELD VERIFY AREA __ �' INv=208.0 - I LOT - _O Lj DILL Q NEW DMH y6 - 7 O s F...< -N y., 18AC O YILL (D I' lcnA,D RIM--212.0 ' y INV.-206*.291\5y/� w. - t � � 3 � w� D_I I I. 9M RAC( e i!' 204.75 ' F i i3e cn c, a I \ 1 . V_OUT-20a.70 $ RI 203. 5 / 1 �- ~ C L I - V i� --- ; '$ !`d% R A N K S I N =20 3Q" Scc r- I / � T yy b y i' 1 r enna ao I 1 � z','r \ NEw-8'* CB 1 c c1 "'R'R°I' '', � - � - RIM.278:24 ( 71 � I � \ EXISTING BLDG. W/ � I - �_ INV. IN-203.7g --- 1 ,�. INV. OUT-203..3 . 1 �R EX -BY CE �28 f-(� ` 9 ---.. �T' I v m/ -- N A D J A C E N ! PARKING. I W ce� I PED PAVEMENT C SWAL I 2t I - RIM�215.2 \ Q ea. N IN>°204.9 � ._ - ---0FiAWI .r .-, RETAIL WAREHOUSE w . OUT-204.85 - , L o I, .,,,, .\ DAN =rcaD R6VIPODN / - I 63-70 SENIOR HOUSINGNEW • r I 1 .._. -. -RIM-2 2.0 4 ---- 1 I 6,0 co 07 1 Oe _\ I I _�.- �.Ix-m v ees FOR eV Nv.=2o.0 I UNITS & OFFIPES i�,7 \ lI ` 1 48 PARKING UN RNEATH : Inv. ltr zo3,u5 \, $4-0 V PPRD SIE PLAN AND UTMFS 10 ,213 L - - - - - -- - - - -Fq- - -tNV OUtm2g300 \ FFE 218.Bb s-n-05 A v nP� WE RAN An u,w,as asa AMJUV F"S:D 0 al e w va ro 6'0 5 v MED9EPLW AD DUES 2. �I 207 0 �Xl s-a W / 2E-=l d 5CTION ( 8 40r : - __ rrc v m/ GAR 20 « nssF6Alltff w = �_ - 15-05 V WlaD SIX RAR A10 UMS 1. 9 Ma-r-RIM 2 96APPROVED •.,jam :. INV.-208.0 INV.-208.2 1�fT �1DEW II � 1 .5 �-72 EQUAL-► � LOT 1 1 E - I G. I x� EAS7WOOD - ._SI E--CO j z .�-3A7FOV - 1 _ .. N. ! SILT CE g . kr (13 q� F EX -CB N53 RI A 21.5.8 �I - 32 1 7S X AIM .27 'YPHASE 11 0 -' c f21M-212.'4 S+'DO.NV.-?08.A �:I. StGNF��'. �# iCK R Z4,4 7+a4S'T14E�'' +00 ;'F? £ 4.37 I24A� _ �i _ �e <I --- p/�'� GB Sao �11IV� - \ .. �. GD OA.25 -�1�V 2Q7_.7 / , _�_ 1 IVa7I®N <. 7 y- ;NV �.08. i� _ - i"�` ENTR� // •\ JJ BAC�1�T. n 2s STABILIZED CONS �t7t CB �33 J 9+0, � / ` -, \I\\ _ "- E - ` iIfl-- _''f�`�IIDE' �A114'�--_...�.- r 1;: !,I ,11M_J_iS.4 , •I_ ,, 1 PROTECT _ _ _ � CONTROL PLAN - - a711Fi:y EX- CB \ 7 I GN �`. - r.� 21 MM i -e-oa 200�74 _-- --. ___ _ NSTALL TYPE A 7 J \ / J - - - - - STABILIZATION A Y ID �� 3 I kl 0 Lo I ------ QC�ESS"i I I ' r Dis 1a � \ ( F� � 4 Ell SAX I C���'Y u , RIM 14 : r _ 1 (EROSION CONTROL I 0 1 N i 2'4- \ \\ \ / Ityt S.I _ paw. no. p I I MATTING) � I � O \/ �� I \� ?17--LeGal i IR \. P A . K -- Display --216 - -- _ ao oom _� TOPSOIL, SEED & EX. BIT. (BOTH ', M NOTES: ' _. 000°o°oov00000° ° 7. Typ7caf trench for water, xwer, and dra nape pipe. 00000°0000eon°o , 000 00000 o 2. Compilation of b..kfill and bedding shall be a .'o oils 0 000 0 0 °eoe000 0o eo. minimum of 90X (95R under roadway surfaces) __. n.�=::-: ¢::., of maximum dry densltyy determined in the stondord Proctor test (ASTM D698). ................. . .._i:......�:""; APPROVED BACKFlLL THOROUGHLY COMPACTED 3. Bedding material shall not be placed on frozen IN 8" LIFTS subgrade. .: : 2' OF RIGID INSULATION = TO BE INSTALLED WHEREVER 4. Approved bockfrll shall not contain any stones - MINIMUM COVER CANNOT more than 6' In largest dimension, 2 maximum diameter within 2' of the outs— of the pipe, BE MAINTAINED & ALSO - APPROVED BY THE ENGINEER or any frozen, or organic material. 5. Trenches shall bs completely dewotered prior to - PIPE placing of pipe Bedding material and kept dewotered during installation of pipe and bockfllf. 6. The sides of trenches 4' or more In depth entered o THOROUGHLY COMPACTED by Personnel shall be sheeted or sloped to the BEDDING MATERIAL angle of repose as defined by O.SH.A. standards. 7. Bedding material for wastewater lines shall consist of 3/4" crushed stone. UNDISTURBED SOIL OR ROCK For water lines bedding material shall be sand. Submit o sample to the Engineer for approval. TYPICAL TRENCH DETAIL N.T.$. ALL JOINTS SHALL BE THOROUGHLY CLEANED AND COATED WITH EMULSIFIED ASPHALT PRIOR TO PAVING MATCH EX-, PAVEMENT MIN (MIN. 1 // TYPE III 2 TYPE II) WUG PAVEMENNT, ... ... AT EX. SUBBASE 0 0 0 OO O O 0 0 0 GAVEL). CRUSHED 00 O 00 O 0n O O� SEE TYPICAL TRENCH DETAIL NOTE. 1. THE CONTRACTOR SMALL MANTAIN AT LEAST ONE - MAY 7RAFFTC AT ALL 1WNES WRING WORK VATNIN TILE Ro.w. 2. MaNTENANCI AND PROTECTION Of TRAFFIC au-0 WORK MTMN THE HK NWAY R.O.W SHALL BE UNIFORM TRAFFC CONTROL DEVICES. THE CONTRAaTdR SHAU Nan MORK AITIRN ME R.O.W. MTHWT APPTROPRIATE GONeTRN ON SIGMNG IN P ACE. 3. ALL BACKEILL SHALL BE MADE IN SIX (W) LETS AND COMPACTED TO NOT LESS NAN SM MAXIMUM DRY DENSITY ACCOR ING TO ASTM am, 4. -a EXISTING ROAD ST NG AS NECESSARY REPLACEMENT OF EXIST. PAVEMENT NTS -O' MIN. ADIUS PLAN LEBARON FRAME & COVER LC266 TYPE C OR EQUAL ADJUST TO MEET FINISH GRADE. SE GRASS. NT J;�y �_PA .' --- THREADED SDR 35 PLUG w/ COUNTER SUNK SCREW CAST IRON VALVE CLEANOUT BOX BOX TOP SECTION INDEPENDENT w/COVER MARKED OF PIPE "SEWER' 'K CLEANOUT TO BE INSTALLED UPSTREAM OF BEND(S) IN BUILDING SEWER(S) WHEN 4" GOP 35 PVC CHANCE IN PIPE DIRECTION EXCEEDS 45' WYE 45' (USE LONG SWEEP FITTINGS WHEN EXCEEDING 45') FLOW ---- 4" SDP 35 PVC —CONCRETE CRADLE w/ 3 MIL POLYETHYLENE PLACED BETWEEN PIPE & CONCRETE TYPICAL CLEANOUT DETAIL N.T.S. GRATE COVER SET FRAME ON w/4 FLANGED FRAME FULL MORTAR BED (TYP.) FINISH FLO ADJUST TO GRADE WITH_ _ PRECAST RISER SECTIONS 12 —`- MAX. WATERTIGHT JOINT USING 1' 1/4"0 WEEP H MIN. WIDTH FLEXIBLE GASKET (SEAL EXTERIOR JOINTS AND 4"0 LIFT HOLES w/NON SHRINK GROUT) CAST IN PLACE FLEXIBLE MH SLEEVES OR APPROVED EQUAL ' 3" SC 40 PVC (TYP. ALL PIPES) ACKVENT FROM BASEMENT FLOOR DRAINS (SEE MECH. PLANS_ 6' SCM 40 PVC FOR SIZES AND ORIENTATION) (3) 6"0 INLETS 3'-8• PRECAST CONCRETE DE w/MONOUTHIC BASE ORRECT U.. GPo2FD ROCK REMOVAL OF VERBREAKNG BY REMOVAL BACKFTLLWG ND COMPACTON AS DIRECTED BY THE ENGINEER A DAILY BAST. THE CCNTRACTOR SHALL TIFY ROCA EXCAVATION WITH THE ORNER'S PRESENTATIVE IF THE CONTRACTOR AND NNfRS REPRESENTATIVE DO NOT AGREE ON )TA L QUANTITIES. THE CONTRACTOR SHALL DT BAM(FlLL THESE AREAS UNTIL THEY CAN SURVEYED AND MS SECTIONED TO CCURATELY DETERMINE THE PAY QUANTITY. ®l—SET FRAME ON FULL TRENCH ROCK EXCAVATION MORTAR BED & SEAL JOINT PAY LIMITS PRECAST RISER SECTIONS FOR ADJUSTMENT. MORTARED NTS. ON EXTERIOR SURFACES. 24' POLYPROPYLENE MANHOLE STEPS O e O.C. FINISH GRADE WATERTIGHT JOINTS USING w� MASTIC OR RUBBER GASKET H 48' COAT EXTERIOR OF ENTIRE MANHOLE WITH A f f It WATERTIGHT SEALANT (2 COATS) CAST IN PLACE FLEXIBLE MH T' RISE SLEEVES OR APPROVED EQUAL a (TYP. ALL PIPES) EXISTING 8" SEWER MAIN ' CORE MANHOLE AND USE CONCRETE FILL TO PSX PRESS SEAL GASKET o(���"c HIGHEST CROWN OF PIPE FOR WAT=0 I CONSTRUCTOR UNDISTURBED) 12" MIN. SOIL OR ROCK 6' 6" MIN. CRUSHED CLASS B CONCRETE SHELF AND INVERT STONE BEDDING , PROPOSe' SOR 35ED ELEVATION NOTES 1. IN4EKTS TO BE CONSTRUCTED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST. 2. EXTERIOR JOT IS SHALL BE SEALED) ONLY AFTER WoGES FUL COMPLETION OF LEAKAGE TEST 3. INIEMOR JOINTS SHALL NOT BE GROUTED, 4. IF DEPTH O MANHOLE IS Y OR LESS EROI RIM TO CENTEMUNE INVERT, THEN A MT TOP SHOULD BE SUBSTITUTED FOR THE CONE SECTION. TYPICAL SANITARY SEWER MANHOLE N.T.S EXISTING CONCRETE SHELF AND INVERT CONCRETE NEW INVERT ELEVATION CONNECTION TO EXISTING SEWER MANHOLE N.T.S. LEBARON FRAME & COVER LC266 TYPE C OR EQUAL ADJUST TO MEET FINISH GRADE. RIM - MATCH FLOOR SLAB WATER MINIMU BETWE SEWER SITE ENGINEER: 5k CNL ABB )MTM LNG. 94ELBURNE, VERMONT TEL 802-985-2323 FAX 802-989-2271 DRR"IN ACL cc®mpccm SAVA"NsoVSD SAV NOTES YKUJ b;C'➢': I. PROM DE A MINIMUM 18' VERTICAL SEPARATON BETWEEN THE WATER LINE AND THE SEWER LINE. IF THIS SEPARATION CANNOT BE MAINTAINED, CONTACT THE DESIGN ENGINEER FOR DESIGN REVISIONS. ALL REVISIONS MUST BE APPROVED "] A DAJ� A �J ®� DELL j�'$` LL r L' RK i a PARKWAY BY THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (WATER SUPPLY DIVISION). 2. MAINTAIN 16 MINIMUM SEPARATION (HORIZONTAL) BETWEEN THE SEWER UNE P.U.D. AND WATER LINE. 3. PROVIDE ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER/WATER LINE AT ALL CROSSINGS TO PREVENT SETTLEMENT OR ANY DAMAGE. n ps+ 16ADDVTT STVIW1PET WATER/SEINER CROSSING DETAIL N.T.S. TO RISER & GRAVITY NEMA 4 SEWER LINE IN ,RINCTION " 5CH U PVC MECHANICAL ROOM BOX '0---'�'— (SEE MECHANICAL PLANS) $LOPED LINE GATE VALVE CONTINUE CABLE IN COt�U1T /- AWWA HYDRANT, VALVE AND UNION TO NEAREST BASEMENT WALL APPURTENANCES AS PER SPECS WHERE A CONTROL PANEL AND ALARM SHOULD BE MOUNTED. AUDIO & VISUAL ALARMS SHALL BE PROVIDED 48'0 POLYPROPYLENE MANHOLE STEPS 0 8" O.C. ADJUST VALVE CHECK VALVE `i MARKET Z. ALARM FLOAT WIDE AN_ 6' MERCURY SWITCH / 12' SET PUMPING CYCLE T1 - _ J A 00 GALLONS PLUG HYDRANT DRAIN 1 WAIL2 8, 12' EXPLOSION PROOF PUMP HYDROMATIC SPX50 OR APPROVED EQUAL COARSE GARVEL OR• PEASTONE TO ee° eeeeo°e'ao°°°o°o°o ioaoo>°oJ' a°o°o°ilea= 6" MIN. CRUSHED CY VOLUME 'K PRECAST MANHOLE STRUCTURES STONE BEDDING r 6" MIN !- SHALL CONFORM TO ASTM SPEC. C478 (LATEST EDITION). THRUST-- OIL/GRIT INTERCEPTOR MH W/ DISCHARGE PUMP BOCK GRIT/OIL SEPARATOR DETAIL N.T.S. CWD OWNED AND MAINTAINED TOWN OWNED AND MAINTAINED ADJUSTABLE IRON VALVE BOX WITH COVER MARKED "WATER" TAPPING SLEEVE i TAPPING SLEEVE & GATE VALVE EXISTING I MECH. JOINT, AWWA APPROVED WATER MAIN SEE SPECIFICATIONS. T3/4" TEST CORPORATION NEW D.I. PIPE (SIZE AS SHOWN ON PLANS) 3/4" CRUSHED STONE BEDDING FOR VALVE SUPPORT A (MIN. 12- THICK) Inrtu�r oLu�n —POLYETHYLENE (4 MIL) NOTES: 1. TAPPING SLEEVE AND VALVES ON CWD TRANSMISSION MAINS ARE TO MEET THE CHAMPLAIN WATER DISTRICT ' STANDARD SPECIFICATION FOR TAPPING SLEEVES AND TAPPING VALVES'. 2, WET TAPS SHALL BE PERFORMED BY PRE -APPROVED FIRMS ONLY. 3. PRIOR TO POURING THRUST BLOCKS ALL FITTING ARE TO BE WRAPPED WITH 4 MIL POLYETHYLENE. TAPPING SLEEVE do VALVE BITS GRADE REDUCING 'o ANCHOR TEE m 6" D.I. THRUSB I„- OCKT .- f 4 ANCHOR COUPLING OR SPOOL PIECE UNDISTURBED WITH MEGA -LUG GLANDS SOIL 6' N.J. RESILIENT 3/4- CRUSHED STONE FOR WEDGE GATE VALVE VALVE NOTES: SUPPORT 1. ALL BRANCH PIPING AND FITTINGS SHALL BE MECHANICAL JOINT. A 2. HYDRANTS SHALL BE LABELED "ND', FOR NON7DRAINING ON THE BONNET FACING THE ROADWAY. e� 3. ALL FITTINGS ARE TO HAVE MEGA -LUG RETAINER GLANDS. 4. PRIOR TO POURING THRUST BLOCKS ALL FITTING ARE TO ' Of e/ BE WRAPPED 'NTH 4 MIL. POLYETHYLENE. I TYPICAL HYDRANT INSTALLATION_ N.T.S. i.G.`r. I11� V��rr. btGEMRNGG ARIA �p SUPPORT %�i�i� it ppe THRUST.AL yNG IINGS i �iR�lll� �i RI LeMiSTUMBED i ®LTik MMMMMMM®®M®®m ®®' ®'®®®' ®'®®' ®' ®®' MAIM®®®'�LIALi®®{�)`J.iN�'..i®" rsM® ®' ®®' ®®' ® MM®QM.' M®'E0vt %It>74 k1L' i®" ®M®M®®®' M!TfeE,1 ®C�.[�fT.w'!6EMM6&YV:'lSA"SSw�i�11 ®' M®®M®' E®E�'.fMMMMI ®' B.Y MM wIRA'�.^„'iei'NMEiY �®��F.��' �7.� THRUST BLOCK DETAILS N.T.S. SOUTH BURUNGTON VERMONT DATE CBI(YID 116Rtl10N -I6-00 ACL/SAV ADDED OL SEPARATOR 12-1-M ACL/SAV REMOVED BRICK COU FOR RIM ADJW.. 4-8-02 ACL(SAY ADDED QEANOUT & WATER SERMCE OETIA 3-3-N ACL/SAV REVISED GRIT/OIL SEPARATOR 4-13-05 ACL/SAV EASIYDW II - ISSUED FOR BD UTILITY DETAILS + SECTIONS D1TX DX4M1rN: NIfIdBSR SCARE AS SHOWN G— PRO£. No. 9ii90i FRAME &COVER HIGH STRENGTH LC266 TYPE C OR EQUAL NON -SHRINK GROUT LEBARON LF245 24" x 24" rlEBARON ADJUST TO MEET FINISH GRADE. C.I. GRATE w/3 FLANGED FRAME (OR APPROVED EQUAL) FINISH GRADE CONCRETE CURB SET FRAME ON - �'- - FULL MORTAR BED ' nkMI =SENT FRAME ON FULLMORTAR `- BITUMINOUS BED & SEAL JOINT ,_ _ _ - 14'/PAVEMENT (1/4'/FT. PRECAST RISER MIN.)COTE SECTION OR 4'0fOR COVER (HEAVYON T. MOdTSLOPE ADJUSTMENT. MORTARED EXTERIOR SURFACES (12- MAX.)12" '—TRAFFIC DUTY) FOR SHALLOWMANHOLES MAX. POLYPROPYLENE MANHOLE STEPS ®8" D.C. W/MONO CONCRETE /MONOLITHICBASE PRECAST RISER SECTION WATERTIGHT JOINTS USING MASTIC OR RUBBER GASKET 48" UNLESS OTHERWISECOAT EXTERIOR OF ENTIRE SHOWN ON PLAN MANHOLEWITH A SEAL w/HYDRAULIC CEMENT oWATERTIGHT SEALANT (2 COATS) MORTAR, OR CAST -IN -PLACE 'FLEXIBLE MH SLEEVES24' M X WATERTIGHT JOINT USING 1'MIN. WIDTH FLEXIBLE GASKET / v (SEAL EXTERIOR JOINTS AND m SUMP LIFT HOLES w/NON SHRINK SEAL WITH HYDRAULIC CEMENT GROUT) 18, a MORTAR, OR GASKETEO FLEXIBLE SUMP c" WATERTIGHT CONNECTION 8" MIN, CRUSHED GRAVEL UNDISTURBED - SOIL OR ROCK V— 12" MIN. 6MIN. CRUSHED PRECAST CONCRETE OR STONE BEDDING POURED IN PLACE BASE SECTION TYPICAL STORM MANHOLE N.T.S. LEBARON LF248 24" x 24' C.I. GRATE w/4 FLANGED FRAME BITUMINOUS CONCRETE PAVEMENT (OR APPROVED EQUAL) 12' MAX. IPRECAST CONCRETE w/MONOLIIHIC BASE 18" a - SUMP " !SET FRAME ON FULL MORTAR BED ADJUST TO GRADE WITH PRECAST RISER SECTION WATERTIGHT JOINT USING 1" MIN. WIDTH FLEXIBLE GASKET (SEAL EXTERIOR JOINTS AND LIFT HOLES w/NO4 SHRINK GROUT) SEAL w/HYDRAUUC CEMENT MORTAR, OR CAST -IN -PLACE FLEXIBLE MH SLEEVES 6" MIN. CRUSHED GRAVEL *PRECAST MANHOLE STRUCTURES SHALL CONFORM TO ASTM SPEC. C478 (LATEST EDITION). TYPICAL CATCH BASIN N.T.S. ,1> D °DO. OO DpDD °S a$o G o ADAPTORS CAN BE .OI MOUNTED ON ANY ANGLE 0• TO 359• CAST IRON H-20 ._. r"�. — RATED GRATE 3 1/4" BITUMINOUS CONCRETE PAVEMENT: 1 1/4" TYPE III FINISH COURSE 2" TYPE it BASE COURSE 0 0 0 0 0 o DOT SPEC. 704.05 °o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 12" CRUSHED GRAVEL - COARSE t ACT SPEC 704.05 _ `—COMPACTED SUBGRADE--_ STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL TYPICAL PARKING LOT SECTION N.T.S. 4 1/2" BITUMINOUS CONCRETE PAVEMENT: 1 3/4" TYPE III FINISH COURSE 2 3/4" TYPE II BASE COURSE SIDEWALK WIDTH AS SHOWN ON PLANS 5" CONCRETE SIDEWALK A. \ � o 0 0 0°0°0°00000 0 000°000 6" 8" GRAVEL SUBBASE 6^ STABILIZATION FABRIC MIRAFI UNDISTURBED SOIL OR APPROVED SOOX OR APPROVED EQUAL COMPACTED GRANULAR FILL NOTES: 1. EXPANSION JOINTS SHALL BE PLACED EVERY 20' 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 CONCRETE SIDEWALK DETAIL N.T.S. 3 1/4" BITUMINOUS CONCRETE PAVEMENT: CONCRETE CURB 1 1/4" TYPE IV FINISH COURSE 2" TYPE II BASE COURSE 1' MIN. 71 SEESEE PLANS- 3 Ate,_ °°;iSTASILIZATION 4` PRECAST MANHOLE STRUCTURES oSHALL CONFORMTO ASTM SPEC. C478(LATEST EDITION). ` CRUSHEDGRAVEL - COARSEAOi SPEC70405TYPICAL CATCH BASIN O CURB OMPACTED SUBGRADEN,T.S. FABRIC MIRAFI 7" HIGH CURB 500X OR APPROVED EQUAL iN 2% TYPICAL FARRELL STREET EXT. PAVEMENT SECTION TYPIC/ N.T.S. 5' UNLESS OTHERWISE SHOWN ON PLANS i'i 2 1/2" TYPE II BITUMINOUS BEGIN TRANSITION SLOPE, CONC. WALK ) �TFANSITION CURB CONCRETE SIDEWALK PAVT. TO MEET LINE & GRADE OF )}/ ADJACENT MATERIAL 9 \ / 4 2xl B 000°000000000°o°o)o° °o°00000°o°oori°o°0000 \ END TRANSITION SLOPE, CONC. WALK PAVT TO MEET LINE & GRADE OF ADJACENT MATERIAL 7" HIGH CURB HEAVY BROOM FINISH 6^ 10- GRAVEL SUBBAS 6+ UNDISTURBED SOIL OR APPROVED PLAN COMPACTED GRANULAR FILL • -20 RATED PVC BODY, \� MU ADDITIONAL CONCRETE SLAB REQUIRED INLET AND OUTLET ADAPTORS AVAILABLE 4' THRU 12• SIDEWALK RAMP 1/2" REVEAL TEXTURED ROADWAY SURFACE NOTE: 5.0% MAX. HANDICAP RAMPS SLOPE ADJACENT SHALL BE 6% WHERE TO RAMP POSSIBLE. SLOPE MAY BE SECTION A -A INCREASED TO 8% WHERE NECESSRY DO TO SPACE LIMITATION. TEXTURED AUXILIARY RAMP S WALK RAMP AUXILIARY RAMP MI DUST. AS REO D. 5-O N. SIDEWALK DI MEET GRADE (L/— OF SIDEWALK ROUNDING _ TYP. ox (T .::.6.OAL) SECTION B-B TYPICAL HANDICAP RAMP - TYPE 2 N.T.S. L10' DRAINAREA = 98.7 SO. INCH GRATE HAS H-20 <HEAVY TRAFFIC) DOT RATING ❑❑❑❑CONFORM TD ASTM A48 - CLASS 3081 0 ❑❑❑PAINT, OUALITYi MATERIAL SHALL rcol CASTINGS ARE FURNISHED❑❑❑❑❑WITH A BLACK PAINT ❑❑❑❑❑ ❑❑❑❑❑ GRATE COVER IS REVERSED' VARIOUS TYPES DF ONE SIDE STOCKS OUT LEKE OUTLETS '\ WE H IS SHOWN ON THE RIGHT. WATERTIGHT ADAPTORS ONE SIDE IS RUSH LIKE FOR IS SHOWN ON THE LEFT. M222• SDR-35 SEWER - --/ / A-2000 CORRUGATED PVC -- ULTRA -RIB PVC CORRUGATED POLYETHYLENE 6' MIK BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS I 3{ OR 2 AS SPECIFIED IN ASTM D2321 pp YARD CATCH �LI y� BACKFILL MATERIAL SMALL BE 1 pw YARD CATCH BASIN PLACED UNIFORMLY IN 12• 18" CAST IRON GRATE LIFTS AND COMPACTED NIS - -"'-- BITUMINOUS CONCRETE SIDEWALK DETAIL N.T.S. SIDEWALK RAA WITH HEAVY BROOM FINISH s SIDEW RAMP 1/2" REVEAL TEXTURED ROADWAY '��•.. SURFACE 8'0'E (1'1TICAL) " 5.0% MAX. TRANSITION CURB A s ADJACENT PLAN SECTION A -A TO RAMP TYPICAL HANDICAP RAMP N.T.S. A ^2' CRUSHED. GRAVEL COARSE 4" TOPSOIL COMPACTED SUBGRADE—` u 7_7TABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL ,L DEVELOPMENT ROADWAY SECTION SECTION DOES NOT APPLY TO FARRELL ST. EXT. TOP OF CURB (SEE PLAN END TRANSITION FOR TYPE OF ORB) SLOPE BEGIN TRANSITION /—FACE OE� SLOPE / CURB 7E STAMPED OFFSET BRICK PATTERN WITH "STREET BOND" SURFACING SYSTEM FOR HIGH TRAFFIC APPUCATIONS (BRICK COLOR) OR APPROVED EQUAL DURABLE 12" WHITE UNE ITEM 648.44 sinniaco �sPriail'� VJ PLAN VIEW 2" TYPE V BITUMINOUS CONCRETE, ITEM 40&25 OR APPROVED EQUAL RAISED 1" 60, 77 WHITE LINE MITE LINE SECTION A -A STAMPED ASPHALT CROSSWALK DETAIL N.T.S. FINISHED GRADE OF ROAD PAVEMENT TRANSITION CURB N.T.S. TOP COURSE BITUMINOUS CONCRETE PAVEMENT 1 /2" BASE COURSE BITUMINOUS CONCRETE PAVEMENT SITE ENGINEER: 5k im m SHELBURNE, VERMONT TEL 802-985-2323 FAX 002-985-2271 DAWN ACL mcm SAV APe-m SAV PROJECT: '{�T O'DEe'L, 7 PARKWAY P.U.D. FARRELL STREET SOUTH BURLINGTON VERMONT ��O Cj�O f V &* �°���� Ll CONCRETE OR (BRICK PARS SEE ARCH PLANS) 2.�s�5" Doo 0 6 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS PATH 1/0- JOINT BETWEEN SECTIONS DATE CHID iXYMMON 96-00 ALY\SAV — AD"EAgEET DENT. & BT SDI 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). 12-1-W ACL/SAV IREMOVED BRH;K COURSES FOR RIM AlCONFORMING 4-8-02 ACL/SA S WAIN OE iN 29-01 ACL/SAV AOMD YARD CB DETAIL 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. A-12-05 AC./SAV EASiMOW Y -ISSUED FOR 80 CONCRETE CURB W/SIDEWALK DETAIL N.T.S. TOP COURSE BITUMINOUS CONCRETE PAVEMENT BASE COURSE BITUMINOUS I CONCRETE PAVEMENT I ' C SITE 18. DETAILS + ° ° o ° o^o o 0 0 BASE° 'o GRAVEL SECTIONS : CRUSHED GRA.... ....... C: :: SUB -BASE MATERIAL-""'�: •••• DATB DAARING ]iUGBRR i VATHH I/8"SIJOINT BETWEEN SECTIONS, 10' SECTIONS 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 2V AND SHALL BE CONSTRUCTED OF MATERIAL CONFOIIMING TO MSHTO DESIGNATION M-153 (1/2" scA14; AS SHOYM SPONGE RUBBER OR CORK). CONCRETE CURB DETAIL N.T.S. SITE ENGINEER: EXAMPLE I : SIDEWALK ADJACENT EXAMPLE 2 : SIDEWALK AND CURB SIDEWALK TO CURB SEPARATED BY GRASS STRIP RAMd"y'� DETECTABLE WARNING LEVEL LANDING SINGLE WALK -STRAIGHT W/ DETECTABLE CURB RAMP APPROACH TO PARALLEL WARNING B B RAMP, RAMP ° • < • _ • SIDEWALK L 8,3% MAX, ° • A GRASS 8.3'/. STRIP MAX. CURB ) 24' F- CURB MIN. 6' MIN. 6' MIN, RAMP 8' MAX' CURB RAMP 8' MAX. 0 24' LEVEL ROADWAY 24' w ROADWAY MIN. LANDING SURFACE SURFACE MAX. `�5.0% MAX. 8,3% MAX. ADJACENT &3% MAX. ADJACENT TO RAMP TO RAMP DETECTABLE WARNING DETECTABLE WARNING SECTION A -A SECTION B-B CURB TRANSITION _ TYPICAL HANDICAP RAMP — TYPE 1 1 T-0' MIN. v N.rs. CURB SECTION C-C EXAMPLE L PAIRED 24, IDEWAI RAMPS AT I1�J� 6' MIN CORNER. SIDEJK)CURB 4'-0' MIN. I I 8' MAX. RAMP CURB RAMP PLANTER OR a OTHER NON- 4'-0' MIN TRANSVERSABLE DETECTABLE I w ROADWAY PERPENDICULAR URBAN SETTING OBSTACLE _ 2A% MAX. 3A% MAX. 5.0 % MAX, SURFACERN N6 SIDEWALRAMP INK E DETECTABLE ADJACENT TO WARNING RAMP CGf TTFMI A -A CURB RAMP RAMP CURB TRANSITION CURB TRANSITION IL ° FLARE CURB RAMP ➢ETECTABLE cTIP) 7r 0' MIN. 7'-0' MIN. WARNING -. CURB 1&0% MAX. SECTION B-B SECTION C-C EXAMPLE 2- SINGLE RAMP ]CURB CORNER IUS. A % U 4' X 4' LANDING 'i MAX - 2'/. CROSS SLOPE IN ANY DIRECTION SEE NOTE 4 CURB RAMP — W/ DETECTABLE WARNING EXAMPLE 3- RAMP ON TANGENT SECTION TYPICAL HANDICAP RAMP — TYPE 2 -- N.T.S. 4'-0' MIN, DETECTABLE WARNING BROOM FINISH ADJACENT DETECTABI SURFACES f\ \ FULL WIDTH (TYP.) I - OF RAMP WARNING 6' MIN, DETAILS 8' 24' MAX. DETECTABLE WARNING PLACEMENT DIRECTION OF TRAVEL 507. MINIMUM TO SQUARE PATTERN, PARALLEL ALIGNMENT 65X MAXIMUM OF BASE DIAMETER 14{ ADJACENT SURFACE OF RAMP / LEVEL LANDING (SEE DETECTABLE WARNING NOTE # 5) ��— 0.9' MIN. 1.4' MAX. DETECTABLE WARNING DETAILS DETECTABLE WARNING NOTES: 1. DETECTABLE WARNING SURFACES SHALL BE PAID FOR AS SPECIFIED 1N THE CONTRACT. 2. CONCRETE ADJACENT TO ALL DETECTABLE WARNINGS SHALL HAVE A BROOM FINISH 3. THE COLOR OF THE DETECTABLE WARNING SHALL PROVIDE A VISUAL CONTRAST TO THE SURROUNDING SURFACE AND SHALL BE AS SPECIFIED IN THE DOCUMENTS. 4, TRUNCATED DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF PEDESTRIAN TRAVEL. 5. FOR SURFACE APPLIED TRUNCATED DOME PRODUCTS, A MAXIMUM 0.25' VERTICAL CHANGE IN LEVEL IS ALLOWED. FOR CHANGES IN LEVEL BETWEEN 0.25' AND 0.50', A BEVEL WITH A MAXIMUM 112 SLOPE IS REQUIRED. CHANGES IN LEVEL GREATER THAN 0.50' MUST BE TREATED AS A RAMP - &3% MAXIMUM SLOPE. 6. SEE THE CITY OF BURLINGTON FOR A LIST OF ACCEPTABLE DETECTABLE WARNINGS MANUFACTURERS FOR ANY WARNINGS TO BE INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY. DETECTABLE WARNING DETAILS N.T.S. GENERAL NOTES 1. THE DIMENSIONS AND GRADES SHOWN ON THIS STANDARD WILL BE ADHERED TO IN THE DESIGN AND THE CONSTRUCTION OF SIDEWALK RAMPS . WHERE SIDEWALKS RUN ADJACENT TO ROADWAYS ON STEEP (5% OR GREATER) GRADES, RAMP GRADES WILL BE AS FLAT AS POSSIBLE. ( ON LOW SIDE OF DRIVES AND INTERSECTING SIDE STREETS, RAMPS SHALL SLOPE TOWARDS DRIVE OR SIDE STREET @ 2% ) 2. NOMINAL RAMP ➢IMENSIONS RAMP WIDTH - 5'-0' MINIMUM RAMS SLOPE - 8.3% MAXIMUM FLARE SLOPE - 107. MAXIMUM RAMP CROSS SLOPE - 2.07. MAXIMUM 3. A LEVEL LANDING (NO GREATER THAN 2.0% SLOPE IN ANY DIRECTION) SHALL BE PROVIDED AT THE TOP OF SIDEWALK RAMPS TO ALLOW FOR STOPPING AND MANEUVERING OF WHEELCHAIRS. 4. LEVEL LANDINGS AT THE BOTTOM OF PERPENDICULAR RAMPS SHALL BE WHOLLY CONTAINED WITHIN MARKED CROSSWALKS, 5. DUMMY JOINTS SHALL BE PROVIDED AT TRANSITIONS (GRADE CHANGES) AT TOPS AND BOTTOMS OF RAMPS AND FLARES, 6. VERTICAL DROP-OFF EDGES TO RAMPS WILL NOT BE BUILT UNLESS THE RAMP ABUTS AN AREA WHICH WILL NOT BE USED BY PEDESTRIANS. 7. NO VERTICAL 'LIP' OR 'CURB REVEAL' WILL BE PROVIDED WHERE THE RAMP ADJOINS THE ROADWAY. 8. AT MARKED CROSSWALKS, THE FULL WIDTH OF THE RAMP OR LANDING SHALL BE CONTAINED WITHIN THE PAVEMENT MARKINGS. 9. WHERE POSSIBLE, RAMP FLARES SHOULD BE LOCATED OUTSIDE THE DIRECT LINE OF TRAVEL MOST LIKELY TO BE FOLLOWED BY THE VISUALLY IMPAIRED. 10, SIGNS, POLES, PLANTERS, MAILBOXES, ETC, SHALL NOT BE LOCATED WHERE THEY WILL INTERFERE WITH THE USE OF SIDEWALK RAMPS, It. WHERE POSSIBLE, SIDEWALK RAMPS SHOULD NOT BE LOCATED WHERE USERS MUST CROSS DROP INLET GRATES, MANHOLE COVERS OR OTHER ACCESS LIDS. IF THIS CANNOT BE AVOIDED THEN GRATE DESIGN AND PLACEMENT SHALL CONFORM TO ADA REQUIREMENTS. 12. CURB DRAINAGE SHOULD BE CONSTRUCTED SO AS TO PRECLUDE THE FLOW OF WATER PAST THE SIDEWALK RAMP. 13. WHEREVER FEASIBLE, TWO SIDEWALK PAWS ARE RECOMMENDED IN PREFERENCE TO A SINGLE RAMP. 14. JOINTS WILL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT SIDEWALK SPECIFICATIONS, HOWEVER EXPANSION JOINTS WITHIN THE SIDEWALK RAMP AREA WILL BE AVOIDED WHEREVER POSSIBLE. 15. SIDEWALKS THAT ARE LESS THAN 5' WIDE REQUIRE 5' WIDE BY 5' LONG PASSING AREAS (NO GREATER THAN 2.07 CROSS SLOPE) AT INTERVALS NOT TO EXCEED 200 FEET. 16. E.O.P. = EDGE OF PAVEMENT I. I17. THE PUBLIC SIDEWALK CURB RAMP STANDARDS DEPICTED HERE MAY C NOT BE APPROPRIATE FOR ALL LOCATIONS, FIELD CONDITIONS AT INDIVIDUAL LOCATIONS MAY REQUIRE SPECIFIC DESIGNS, DESIGNS MUST BE CONSISTENT WITH THE PROVISIONS OF THIS SHEET N. TO THE MAXIMUM EXTENT FEASIBLE ON ALTERATION PROJECTS AND O WHEN STRUCTURALLY PRACTICABLE ON NEW CONSTRUCTION BASE PROJECTS AS REQUIRED BY THE AMERICANS WITH DISABILITIES SPACING ACT ACCESSIBILITY GUIDELINES. RECEIVED AUG 0 5 2005 City of So- Burlington Wr_ SHELBURNE, VERMONT TEL. 802--9&9-2323 PAX 802-995-2271 DIVAN ACL. �D SAV APPAOVeD SAV PROJECT: O'DELL PARKWAY P.U.D. FARRELL STREET SOUTH BURLINGTON VERMONT SITE DETAILS + SECTIONS Dg�ATE�g //yyamp� DMAIND No.— O�iTVG SC61E AB SHOWN apap w Pnw. No. ow PLACE FLTER FABRIIC BETWEEN INLET GRATE AND FRAME •:•:•.. !•ggga N �•::•4::•::• •:•:•••:•:•:•:•:•::•:•.•.•.• I•�=':•�_�':,� :::S:=yip ._ s.:s�is�a%aa: _:•:•:a;s4� •••iii;i;ia: PLAN CONCRETE BLOCKS PLACED AROUND CATCH BASIN WIRE SCREEN / 0.5" OPENINGS PLACED AROUND CONCRETE BLOCKS CONCRETE BLOCKS STACKED , OR 2 LAYERS HIGH PLACED AROUND CATCH BASIN MINIMUM 1"0 ROCK ,.�--- WIRE SCREEN PLACED AROUND AND I w/ 0,5" OPENINGS TO THE TOP OF +�_, - PLACED AROUND CONCRETE BLOCKS CONCRETE BLOCKS GROUND � a CROSS—SECTION CATCH BASIN INLET PROTECTION (WITH CONC. BLOCKS) N.T.S. 2' EXISTING (MIN.) GRADE TO 2'-0" -- SEE GRADING 1 PLAN TO BE USED PRIMARILY WHERE SLOPE EXCEEDS _� PONE FILL STABILIZATION TYPE 1, 1'-0' THICK MIN. FABRIC TYPE II, 2'-0" THICK MIN. STONE LINED DITCH N.T.S. 4' EMERGENCY SPILLWAY N.T.S. EXISTING _---_ GROUND_— -- I - 1 EROSION CONF. MATTING IN TOPSOIL--.-./ - DITCHES wX 'LE GRADES EXCEEDING = STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS LINED DITCH N.T.S. OF SYOEIWLK GMWZ ARE STACKED A A H49N SWK OF elcEr �-- PLAN VIEW AWN CLAPB Mier SPKLNNY L'r \ CATCH BurN SECTION A — A N07ES. 1. PUKE CURB TYPE SEDAMOW HCRR/ERS ON 7:ENIZY SLOPM STREET SEOMO4T5 NIVERE WATER CAV AaW AND ALLOY SEAWkM TO S0%W7E FROW RUVOFF. 2 ORAI; .CYEAED BURLAP PACR I19V 6W7EA7AE FAERKr ARE f2LED 3. LEAPE OWE SAND&O (RCP 7N THE TOP ROW TO PROPW A 5PRLNNY FDR OVERFLOW. 4. /NSPEL'T BARRAWS AND AEMOW SEGMENT A"ER EACH STOW EI£Nr SEIMVOVT AND ORAPEL MUST BE REUOWD FROM THE ?XNWZEO NAY 7MA60AIEZY. CURB INLET SEDIMENT BARRIER (SANDBAG} N.T.S. MATCH DITCH CULVERT END SECTION SECTON A�A TYPE STAUE FILL A 1 _ TYPEII STONE FILL (1'-O" MIN. THICKNESS) CULVERT END SECTION 'A STABILIZATION FABRIC CONTINUE STONE MIRAFI 50OX OR FILL IF REQUIRED APPROVED EQUAL END SECTION DETAIL N.T.S. �-1 I I_ d TYPE I STONE '- FILL PAD ( PLAN FILTER FABRIC TYPE I STONE MIRAFI 140NS FILL PAD OR EQUAL 1.-0" SECTION STONE FILL PAD N.T.S. TRACKIMG' NTTH MACMhV,5RY Old 54VOY SOL PROV/OES ROOO7EMNC 0"YOU7 UNO/f C00WAION STRAW ANCHORING n»ns 1. ROUAVEN SLOPE WTV BULLDOZER 2. BROADCAST SEED AAO FERrlU1ER. .I SPREAD STRAW AK4CF7 J" (/BmIP) 7700'K. (2 112 7DYS PER ACRE) 4. PUNCH SMW MULCH AVID SLOPE BY RUNNANG SUCCORER U' AAO POW SLOPE. STRAW ANCHORING N. T. S. � 4 WU Y COaT'CCDPE: WINTRIC VD61! 417 T"IOAL- EWES SQ�_STA@II,I.ZADQN AO7ES I. SLOPE SYM'FACE _l Wl BE FREE OF ROCS CLODS STICKS AND CR,A'S. MC75/ ANKETS 5WALL NAYL GOOD SOL LONT BZT. 2 APPLY PEAMCNENT SEFCVAC S POPE P44O G BLANKETS 3. LAY BIAATfETS LOOSELY AND STAKE OR STAPLE TO A6VN7XM( O/RECT CONTACT MYTH ?NE SOL. 00 NOT STAF70Y I" MIN. CRUSHED STONE E%ISTING GRADE CROSS—SECTION STABILIZED CONSTRUCTION ENTRANCE N.T.S. we, n 4UG49S EROSION BLANKETS & TURF REINFORCEMENT MATS SLOPE INSTALLATION TEMPORARY STOCKPILE DETAIL N.T.S. POSTS 1. SET POSTS AND EXCAVATE A 4"XB" ANGLE 10' TRENCH, SET POST UPSLOPE FOR DOWNSLOPE STABILITY AND SELF CLEANING 12" MIN 3. ATTACH FILTER FABRIC TO THE WIRE FENCING FILTE AND EXTEND IT TO FABRIC THE TRENCH. I IE 2. STAPLE THE WIRE MESH FENCING TO WIRE POSTS. FENCING _ _ jr. 2. STAPLE THE WIRE MESH FENCING TO END POSTS. COMPACTE BACKFILL I I' - SILT FENCE CONSTRUt�TION DETAIL M.T.S. N.T.S. SITE ENGINEER: 5k O& s or�ra �eeocwas:e� Nc SHEIM CtlE, VERMONT TEL, 802-985-2323 FAX 802-985-2271 nmw AM SAV ApprAm SAV PROJECT: O'DELL PARKWAY P.U.D. I FARRELL STREET SOUTH BURLINGTON VERMONT RMS,ON 4-4-DI R,O/SAY REIMSED BASIN OUTLET STIR MK N- ACL/SAV UMS10N CON1Rq, DETMS a -la -as Aa TSAv FAt,uvm e - imNn roR en wTB nnevlxc Noeloex II'18-99 AS SHOWN " - PSOT. NO. SIM SECTION 01040 - PROJECT COORDINATION PART t - GENERAL 1.01 MEETINGS & PROJECT ACCESS A. The Owner shall be notified five (5) days prior to commencement of Work by the Contractor. B. The Contractor will coordinate with the Owner to arrange an on -site pre -construction meeting prtor to commencement of any workJob superintendent. and subcontractors shall be i Included n this meeting. C. The Contractor will coordinate all phases of the Work, so as not to interfere with the normal work procedures in the area. D. The Contractor Shall conduct his work in such a manner as to not interfere with or andanger work or traffic in areas adjacent to the construction J area, except permitted by the Owner, The Contractor Shull far a emergency his construction operations as to provide access for emergency vehicles and equipment to the work site at di times. 1.02 LABOR A. The Contractor and Subcontractors wit employ mechanics skilled in their respective trades. B. All labor will be performed in a neat and workmanlike manner. 1.03 PROTECTION OF PERSONS AND PROPERTY A. The Contractor shall be responsible for Initiating, maintaining, and supervising all O.S.H.A. safety precautions in connection with the Work. B. Fire Protection: The Contractor sholl take all necessary precautions to prevent fires adjacent to the Work and shall provide adequate facilities for extinguishing thee. The Contractor shall at" prevent fires in project related buildings and shall prevent the spread of fires to areas outside the limits of the Work. C. Safety Precautions: Prior to commencement of Work, the Contractor shelf be familiar with all mfety regulations and practices applicable with construction operations. No additional paymonts will be made fa- equlpment and procedures necessitated by these safety precautions. 1.04 INSURANCE A. Certificates of Insurance acceptable to the Owner shall be filed with the Owner prior to the commencement of the Work. 1.05 CORRECTION OF WORK A. The Contractor shall promptly correct all Work rejected by the Owner as defective or as failing to conform to the Contract Documents. The Contracts shall bear all cost of correcting Such rejected Work. 1.06 WEATHER CONDITIONS A. No Work shall be done when. In the opinion of the Owner, the weather Is unsuitable. No concrete, earth backfill, embankment, or paving shall be placed upon frozen material. If there Is delay or interruption In the Work due to weather Zriditione, the necessary precautions must be taken to bond new Work to old. B. Protection Against Water and Storm: The Contractor shall take all precautions to prevent damage to the Work by storms or by water entering the site of the Work directly or through the ground. In case of damage by storm or water, the Contracts, at his own expense, shell make repairs or .placements or rebuild Such parts of the Work as the Engineer may require In order that the finished work may be completed as required by the Drawings and Specification.. 1.07 DISPOSAL OF DEBRIS A. All debris and exceed material., other than that which is authorized to be reused, become the property of the C-tractor and shall be promptly removed from the property. The Contractor shall receive title to al debris and/Or excess material. The Owner will not be responsible far any loss or damage to debris or excess material owned by the Contractor. 1.08 PROJECT LAYOUT A. The Contractor shall be responsible far providing all necessary survey staking. 1. Locate and protect control points before starting work on the site. 2. Promrvet permanent reference points during progress of the Work. 3. Establish a minimum of two permanent benchmarks an the site, referenced to data established by survey central point.. a. Record locations. with horizontal and vertical data, an Project Record Documents, SECTION 02110 - SITE CLEARING PART 1 - GENERAL 1.01 SUMMARY A Section includes: 1. RClearve surface debris. 2. Clear it. of plant life and grass. 3. Remove tress and Shrubs. 4. Remove root system of trees and shrubs. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 101 PROTECTION A. Protect utilities that remain from damage. B. Protect trees. plant growth, and features designated to remain as foal landscaping. C. Protect bench marks and existing structures from damage or dlsplacement. D. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed an or near the site. E. Maintain access to the site at di times. 3.02 CLEARING A. Clear areas required for access to site and execution of Walk. B. Remove trees and shrubs within areas as Indicated on the Plans. Remove stumps, roots and tap roots and other projections W or greater in diameter to 2'-0" below the excavated surfaces in nit areas and 2'-D" 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 orea i within the property limits far depositing debris, rocks and extracted plant life. The Contractor shall be responsible f back6lling (capping) and grading all waste sites. 3.04 UTILITIES A. Coordinate with utilitycompanies and agencies a . s required. P Son eq SECTION 02150 -EROSION CONTROL PART 1 - GENERAL 1.D1 SUMMARY A. Section includes: 1. The work under this section includes but le not limited to providing all labor, equipment and materials for the installation of ell required site related erosion control measure& 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 Central on Construction Sites". B. Related .ethane 1. Section 02210 - Ste Earthwork 2. Section 02935 - Permanent Seeding 1.02 GENERAL NOTES A. Thee discharge of sediment laden water from the project site Is prohibited. All discharged water from dewaterhg operations shall discharge Into a temporary sedimentation trap a "dirt bag" fife. B. Contractor shall Install all eroelon control m wrea os depleted on plane and details or as -.ended by the Vermont Agency of Natural Resources, or Soil Conservation Service, prior to any construction. Contractor Shall also be responsible for inspecting and maintaining all erosion control measures until project is completed. C. Contractor shall limit the soil disturbance and seed application dates to between May lot and Septener 15th. Sol disturbance oeeuring later than October 15th and prior to May let will require approval from the Agency of Natural Resources. Site work between October 15th and May let Involving new earth disturbance will require Specific approval (file by September 15th). D. All stockpile material (topsoil, borrow, etc.) shall be protected by slit fence Installed around the perimeter. Mulch shall be applied to disturbed portions of stockpiles at the end of each construction day. Stockpiles to remain In place for more than 30 days shall be seeded. Locate stockpiles an the uphill aide of the disturbed areas, if possible. During windy conditions, stockpiled material shall be covered or watered appropriately to prevent weed erosion. E. Slopes eater than 1:3 shall have erosi p greater ce contra netting Installed to stabilize the slope and reduce the c erosion potential. Install netting over mulched dopes so that all with the Sal and I P parts are t contractt much. to netting with wire staples 3 o.c. to ensure Pull bonding with sal surface. F. Install atone check dams In grass -limed swales 50 feet on center to prevent alit from washing Into the drainage system during construction. Check dome shall be removed once vegetation Is established. G. 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 Zanaidered for each treatment. The exact number of lcallona and amount of dust controller shall be based upon field and weather conditions. It $hall be spread in Such monner and by Such devices that uniform distribution la attained over the entire area an which It Is ordered placed. PART 2 - PRODUCTS 2.01 EROSION CONTROL NETTING A. Jute netting shall consist of undyed and unbleached yam woven Into a uniform upon plain weave mesh. 2.02 EROSION CONTROL MATTING A. Where required an the plan. or where directed by the Engineer, erasion control blankets (matting) shah be North American Green C725 far swales. and SC15D for dope stabilization, or approved equal. 2.03 FILTER FABRIC A. When filter fabric le required, it shall conform to the requirements of Mirafi SOOX or approved egivdwt. 2.04 CALCIUM CHLORIDE A. Calcium chloride shall conform to the requirements of AASHTO M 144. Either regular ticks 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 ail, salt acids, alkalies, Sugar, organic matter and other eabatancm Injurlous to the finished product, plant life or the establishment of vegetation. PART 3 - EXECUTION 3.01 CHECK DAM AND INLET PROTECTION A. Check dome shall be installed In accordance with the project detals, and inspected weekly and following any roll or melt event producing measurable runoff. B. Catch basins within and adjacent to construction areas %hall be protected in accordance with the details depicted on sheet C-14. Inlet protection hall be inspected weely and following any rain or melt event producing measurable runoff. 3.02 SILT FENCES A. The silt fiction, shall be constructed in accordance with the is detail. The fence shall generally be placed 10 feet from the too of the dope s as shown an the plans. The ends of the fence hall be placed uphill to form a horseshoe shape to trap all runoff. B. The silt fences shall be Inspected weekly, and following rain for damage or bind -up of sediments. All damaged fences shill be repaired or replaced. Sediment deposits shot] be removed from the fence as they build up and be placed in an area where them 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 shall be placed and maintained In accordance with the Vermont Agency of Transportation Standard Specifications Sections 654 and 755.07. 3.04 RESTORATION A. Disturbed areas shalt be to soiled seeded and mulched within 48 hours of Mal grading. unless otherwise approved, as specfed in Section ec 'an02936 - Permanent Seeding. 3.05 STABILIZED ROAD ENTRANCE A. A Stab bred pad of crushed Stan. 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 25 inch stone. 2. Use 8 inch toyer of atone. 3. Stan. pad shall be Pull width of entrance. 4. Minimum length shall be 50 feet. 3.06 GRASS -LINED DITCHES A. All ditches that are not stane-lined shall be topsaled, seeded, fertilized and mulched. Any area which dhows signs of erosion shall be reseeded immediately and maintained until permanent vegetation is established. 3.07 MAINTENANCE A. Ali erosion central measures shall be inspected weekly and repaired and/or replaced as needed. B. All erosion control measures shall be inspected after any rain or melt event producing measurable runoff. C. The stabilized road entrance shall be top dressed with addltional stone should the existing stone become clogged with sediment D. May or straw mulch is subject to wind action. Mulch may require anchoring as the weather conditlons warrant. 3.08 WINTER CONSTRUCTION A. New sail disturbance between September 15th and May let will require specific approval from the Water Quality Division. The Contractor droll identify any such areas not addressed by the current Erosion Prevention and Sediment Control Plan (EPSCP) In writing, to the Engineer by September 7th. No new disturbance In these areas will be permitted until approved by the Water Quality Division. B. Silt fence and other erosion control measures requiring earth disturbance for Installation shall be Installed prior to September 15th, unless otherwise approved. SECTION 02210 - SITE EARTHWD18G PART 1 - GENERAL 1.01 SUMMARY A. Section include& 1. All utility and sitework exeovction (unless covered in other sections of these specifications), removd and stockpile of topsoil, stabilization fabric, and other miscellaneous and appurtenant works. 2. Site flllnQQ. S. Roadway%.rking lot structural ...tions. 1.02 REFERENCES A. ANSI/ASTM C136 - Standard Test Method fa 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 mark. and existing structures. B. Protect above and below grade utilities which are to remain. 1.04 SUBMITTALS A. Testing laboratory reports indicating that material far bockfill meets requirements of this Section. B. Field density test report. of site fill in place. C. Feld density tact reports for roadway structural Sections in piece. 0. Stabilization Fabric. Submit copies of manufactures specifications and Installation instructions. PART 2 - PRODUCTS 2.01 BANK RUN GRAVEL A. This material shall meet the following grading requirements. Percent by Weight Steve Designation Passing Square Mesh Sieve N. 4 20 - 60 No. 100 0 - 12 No. 200 0 - 6 The grovel shall be uniformly graded from coarse to fine and the maximum size Stan. partial. shelf not exceed 2/3 of the thickness of the layer being placed or e. whichever is Ime. 2.02 CRUSHED GRAVEL A. All materials shot] be secured from approved sources. This grovel 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 Steve Designation Passing Square Mesh Sieve Fine:2" 100 1 1/2" 90 - 100 N. 4 30 - 60 No. 100 0 - 12 No. 2, 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 ant, team, clay or organic matter. It shalt be obtained from approved sources. 8. Grading. This material shall be uniformly graded from coarse to fine and shall meet the following grading requirement& Percent by Weight Sieve Designation Passing Square Mesh Steve 1 1/2" 100 1" 90 - 100 No 4 45 - 65 No, 100 O - 15 N. 200 0 - 12 2.04 COMPACTED FILL/GRANULAR BORROW A. This material shall be free of .hole, clay, friable material, debris, and organic matter, graded in accordance with ANSI/ASTM C136 within the following Iimlt& Percent by Weight Sieve Designation Passing Square Mesh Steve 6" 100 3/4" 75 - 100 No. 4 20 - 10D 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 an a prepared surface within the limits shown on the plan.. The fabric shall meet, or erased the Yellowing properties: 1. Grab tenaib strength (A& D-4632) - 200 lb.. 2 Grab tensile elongation (ASTM D-4632) - 15% 3. Puncture strength (ASTM D-4833) - 120 Ibe. 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. D. Upon discovery of unknown utility or concealed conditions, discontinue affected work; notify Engineer. 3.02 EROSION CONTROL A. Erosion central must be installed prior to beginning any earthwork operations. 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated. re-iondscaped 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 hying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded In accordance with plans. B. Excavate subsoil required to accommodate building faundotions, Mobs on grade, site structures, construction operation., roads, and parking areas. C. Grade top perimeter of excavation to prevent surface water from drolning Into excovotion. D. Notify Engineer of unexpected subsurface conditions and discontinue affected work In area until notified to resume work. E. Correct areas over -excavated by era ore 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 o hillside, the slope of the Original ground on which the embankments ore to be constructed shall be stepped and property draened as the fill is constructed so that adverse movements of the slopes do not occur. B. Any excovated 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 $boll be placed so as to form the base of an embankment. C. Frozen material shall net be used In the conetructfon of embankments, net shell the embankments or successive layers of the embankments be placed upon frozen material. Placement of material other than rock $hall stop when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material is otherwise acceptable, It shall be stockpiled and reserved for future use when Its condition Is acceptable for use in embankment$. D. When an embankment Is to be constructed across a swamp, muck, or areas of unstable sells, the unsuitable material shall be excavated to reach sells of adequate bearing capacity and the embankment begun. Altemative methods, such as use of a stabilization fabric in place of excavation and backfill, may be utilized only after approval of some 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 Such layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of leveling and manipulating will be embankment and continuous s eve n 9 4 9 requited to assure uniform density. The ontlro sea of each I 1 compacted to at least the required to shot en uniform c eq minimum mum density s. r of compaction equipment th-moconsistingIn of roller, compactors, or combination thereof. Earth -moving and other equipment not specifically manufactured for aquipmetinf. purposes will not be considered w compaction 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 lase than that quantity that will cause the embankment to become unstable during compaction. Sponginess, Shoving, or other displacement under heavy equipment shill be considered evidence for an engineering determination of lack of stability under this requirement, and further placement of material In the sea 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 lees than the amount necessary to obtain satisfactory compaction by mechanical compaction methods. water shall be added by preasum distributors or other approved equipment Water may also be added in excavation or borrow pit.. The water shall be uniformly and thoroughly Incorporated Into the sal by disc, harrowing, bidding, a 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 shill be aerated by disking, harrowing, bidding, rotary mixing, or by other approved method% or compaction of the layer of wet material shall be deferred until the layer he. dried to the required moisture content by evaporation. 3.07 COMPACTION REQUIREMENTS A. All backflls and fills shall be compacted In even lifts (12" maximum) to attain the required densities as follow Standard Proctor Location ASTM D-698 Subgrode and Grata for Roads and Parking Lots 95% Gonerol Embankments 90% 3.08 MAINTENANCE I dperiodically A. All earthwork should be cheeks to sea that slopes ore in good condition. Any rills or damage from erosion and anknol burrowing should be repaired knmediately to avid further damage. seeps develop epee. the area should be evaluated on the eld to determine If the seep will cause an unstable condition. Subsurface drains or gravel mulching may be required to solve seep problems. In the tuna grading a Oversione, berme, and waterways q red should s Mocked to ate that they ore functioninglbere airedproperly. Problems found during the Inspections should be repaired promptly. SECTION 02215 - DETENTION PONDS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Construction of storm water detention pond. PART 2 - PRODUCTS A. Compacted Fill/Granular Borrow: The material for the fit Midi be obtained from the designated areas and shall conform to the requirement. of Section 02210 - Site Earthwork. The moterlol shall be free from stumps. woad, brush, route, sod, rubbish, and other matter that may decay. It should be fro_ of stones over 2 inches in diameter where compacted by hand w mechanical tampers, or over 6 Inches in diameter where compacted by rollers or other equipment. Frozen material shall not be placed In the fill, nor shalt the fill material be placed an a frozen foundation. B. Stone Fll: Stone fill shall conform to the requhenents of Type I Stan. Fill as Specified in Section 02439 - Stone Fill. C. Riser and Drain Pipe: Riser and drain pipe shall conform to the requirements of Section 02725 - Drainage. PART 3 - EXECUTION 3.01 SITE PREPARATION A. The area to be covered by the pond and embankments shall be cleared of all trees, brush, stumps, roots and other objectionable material. The area to be covered by the earth embankment and the surface of the borrow sea shall be roots. organic .tripped of all grass, materials, or other objectionable material. to a depth that will insure the removal of any materials which will prevent bond between the foundation and the fill. Material cleared shall be disposed of in accordance with Section 02110 - Site Clearing. Where the embankment will be an a hillside, the dope of the original ground on which the embankments am to be constructed shall be stepped and properly drained as the fill is constructed So that adverse movements of the dopes do not occur. 3.02 COMPACTED FILL/GRANULAR BORROW A. Preparation of Foundation: Upon completion of the electing operation and just prior to placing the fill material on any portion of the foundation, that portion shall be scarified, plowed, or disked to a depth of 3 Inches. All objectionable material exposed by this operation sholl be disposed of outside the limits of the fill. B. Placing and Spreading Material: The placing and spreading of material shell be started at the lowest part of the Section under construction and the fill constructed In layers of 6 Inches. The layers Sall elope slightly toward. the reservoir to prevent puddles and provide for faster runoff in case of rain. Where possible, the layers shall extend over the entire area of the NI. The distribution SITE ENGINEER: 0 CN& )i TM W. SHELBURNE, VERMONT TEL 802-885-2323 FAX 802-985-2271 D wN Aar C CB$ OD 1 c p A � Y 0 4 N t V SA 619 _ A g5226 A _ A re P 9AV oNAm� PROJECT: PARKWAY D FARRELL STREET SOUTH BURLINGTON VERMONT SPECIFICA W}e � DIGAQiG L.'UrdB%R scuo r-40 C-1 1Fs%s.4aass. fNN�seO. a� wl and gradation of the materials throughout the fill shall be such that there be no lenses, pockets, streaks, or toy.. of material differing substantially in texture or gradation from the surrounding I all material. The most porousborrow materiag so embank) Mali be laced an the downstream onions o' the P P embankment. D. Compaction: All fill shall be compacted to 95% maximum density per ASTM D-696. E Limits: The embankment shall be constructed where located and as detailed in the Contract Plans. Side slope shall be 1 vertical to 3 horizontal. F. Revisions to the proposed design of the detention pond may be necessary if, in the opinion of the Engineer, unsuitable material is found at the pond location. 3.03 SLOPE PROTECTION A. PI acemant: Stone FIN Type I shall be la YP placed at locations indicated an the plans to a minimum thickness of i'-0' In course Ina manner that will result in a reasonably well graded surface. Care shall be taken in the placing to avoid displacing of the underlying material. The at-- shall be placed and distributed ao that there will be no accumula- tion. of either the larger or the smaller stones. Re- arrangement of the stone fill by hand lobo or mechanical equipment may be required to obtain the specified results. SECTION D2225 - UTILITY TRENCHING AND BACKFg1ANG PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Trench, boc1,811, and compact as specified herein and as needed for installation of underground utilities located 5 feet -told. the buildings. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who ore thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requiromento 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 with requirements of governmental agencies having jurisdiction. 1.03 REFERENCES A. ANSI/ASTM G136 - Standard Test Method far Sieve Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method far Laboratory Compaction Characteristics of Soil Using Standard Effort. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. Fill and backfili materials: 1. Fill material Is subject to the approval of the Engineer. Material provided can be removed from excavations on site er imported from approved off -site borrow areas. Material. must be predaminantiy granular, n-expansive soil free from porous matter, organic matter and other delet_lous matter and contain no rocks or lumps over 6 Inches in greatest dimension. 2. Rock. having a dimension greater than 2 Inches shall not be placed within 2 feet of the outside of pipe. 3. CMesionless material useac d for bkfill: 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 seas 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 condition. ore connected. 3.02 PREPARATION A. Identify required lines, levels, coatows. and datum. 3.03 PROCEDURES A. Existing Utilities: 1. Unless show to be removed, protect active utility lines Mom on the drawing. or otherwise made know to the Contractor prior to trenching. If damaged repair w replace at no coat to the Owner. 2. When existing underground utilities, which ore not scheduled far removal or abandonment, are not In the excavation, they Mall be adequately supported and protected from damage. Any damage to utilities shelf be repaired promptly at no additional cost to the Omer. 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 Engine_ and secure instructlane. 5. Do not proceed with disruption of service or permanent relocetlan of utilities until written instructions are received from the Engineer. B. Protection of person. 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 coming lights during hours from dusk to dawn each day and as otherwise required 3. Protect structures, utilities, sidewalk., pavements, and other facilities from damage caused by settlement, lateral movement, waMout, and other hazards created by operations under this section. C. Oeautering: The Contractor, at all tines, shall conduct operations so as to prevent the omumulatlan of water, Ice, and snow in excawtlons 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 hoe been placed. 0. Accumulated water Ice, and anow Mall 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 prlwte property, work completed a In program, e pudic 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 excavotlers. E. Maintain access to adjacent areas at ant 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 Dulled, 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 far its full length and width. If indicated an the plans or directed b the i Dor near. eon P Y 9 P foundation material encountered blow, the normal grads of the pipe bed Mali beremovedand 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 sharing that may be used to hold and protect the bank& 2. Over -depth excavation beyond such appurtenances that has not been directed will be considered unauthorized. Fill with sand, gravel, or .an concrete as directed by the Engineer, and of no additional cost to the Omer. G. Excavation shall not interfere with normal 45 degree bearing .play of foundations. H. Where utility runs traverse public properly or are subject to governmental or utility company jurisdiction, provide depth, bedding, cover, and other requirement. as set forth by legally constituted authority having jurisdiction, but In no epee less than the depth show in the Contract Documents. I. Where trenching m occurs In existing lame, remove turf In sections and keep damp. Replace turf upon completion of the backfilling. 3.05 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material shall be placed to the limit. of the excawtlon and to a depth beneath the pipe as specified. This materiel shall be either sand. gravel, or crushed stone and shall not contain large lumps and stanes 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 trench. 3.06 BACKFILLING A. Baokflling 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 Inch.. thick or as approved by the Engineer. Previously placed or new materials shall be moslened by sprinkling, if required, to ensure uroper bond and compaction. C. Trenches which have been improperly backfilled, enclosed w 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 e e in backfilling and bedding operations to not damage Z. and pipe tooting& E. No compacting shall be done when the material is too at to be compacted properly. At such times the work shall be suspended until the previously placed and new materials hove dried out sufficiently to permit proper compaction, or such other precautions are taken as may be necessary to obtain proper compaction. F. Backflll material shall be compacted to the following percentages of maximum dry density and the in -place moisture content Moll not be more than 2% above the optimum moisture content, as determined by Standard Procter ASTM D698. 1. Around all structures, under roadway paving, shoulder and embankments - 95R 2. All other areas - 901E G. Frost Protection: Pipes laid with less than the minimum cow over the crow and when approved by the Engineer shal be protected against freezing by Installation of rigid Insulation far the width of the trench. Insulation shall be minimum of 2 Inches thick with one additional inch of thickness for every foot of depth of piping leas than 5 feet. The Meets Mall be placed 6 Inchon above the crow of the sewer after compaction of the 6 inch lift immediately above the cram. Care Mall be exercised by the Contractor during backfill and compactlon over the Insulation. The sheets Mall meet the compressive strength requirements of ASTM 01621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRMNS A. After the trench has been backfilled to &bow the pipe and hoe been compacted as specified, check se ors and stermdmins to determine whether displacement has occurred. S. Nsudly Inspect pipe installation by flashing a light between manholes or between the locations of the manholes. by means of a flashlight or by ref eeting sunlight with a mirror. C. If the Illuminated Interior of the pipe line shows poor aigrimant, displaced pipes. or any other defeats, correct the defect. to the specified condtlons and at no additional cost to the Owner. D. After vlsuol approval of pipe, a 952 mandrel test may be required. 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 restoration of areas now or an Private property. (For further requirements see the General Conditions and the Special Conditions of than epedfieations.) 1.02 SUBMITTALS A. The Contractor shall, upon award of the Contract. take of the itions in the o area. existing coed t photographs ephotograph. hPr jlc 9 These t ro s shall be taken as tlkeclad b the Owner Rho oq Dh Y and/or as follows: 1. Any =liable camera may be used, but the lens must be a wide angle lens' having a focal length of not more than thirty -fives (35) millim ters. 2. The photographs shall be at least three and a half (3.5) inches wide and live (5) inches long, adored, printed with a matted finish and borderiess. Each photograph shall be marked with the followkig Information on the back: Location Station Data B. Upon completion of the project, the Contractor shall submi a award set of of h taken as before the o a ors. showing Ph 9raP 9 conditions in the project area. Each photograph shall be marked on the bank 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 cast 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 lama Is necessary to complete the work, the Contractor may elect to cut, remove and stockpile the sod and put R beak at the completion of the work, orreplace the sod with new sod. Seeding shall not be considered as an approved equal to either of the above a l t ernative .. 3.02 BUSHES A. Bushes which are In the way of the construction and are located on private property shall either be removed, stood 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. SECTION 02439 - STONE FILL PART 1 - GENERAL 1.01 SUMMARY A. Section include& 1. Stone FIII - Types I, 1, IN. and IV. 2. Rip-Rop - Heavy Type, Light Type, 3. Geotextle Fabric. B. This work shag consist of furnishing and placing protective materials in conformity with the dimension., elevation. and at the ca latlons 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 FlLL A. Stan. for stone fill shall be approved hard, blasted angular rock other than serpentine rock containing the fibrous variety chryaotile (asbestos). The least dimension of the stone shall be greater than 1/3 of the longest dimension. The stone fill shall be reasonably welt graded from the smallest to the maximum size stone specified so as to form a compact mass when in place. Type 1: The longest dimension of the stone shall wry from 1 Inch to 12 inches, and at least 50 percent of the volume of the stone In place Mall haw a least dimension of four Inches. Type 1: The longest dimension of the stone Moll wry from 2 Inches to 36 Inches, and at least 50 percent of the volume of the stone In place shall haw a least dimension of 12 inches. Type IN: The longest dimension of the stone shall wry from 3 inches to 48 Inches, and at least 50 percent of the volume of the stone in place Moll have a least dimension of 16 inches, Type IV: The longest dimension of the stone shall wry from 3 Inches to 60 Inches, and at least 50 percent of the volume of the stone In place Mall how a least dimension of 20 inch... 2.02 RIP -RAP A. Stan. fa rep -rap Mall be approvedt rough, unhem query stone, a nearly rectangular in section ors procticoble- The atone Mall be hard, sound and resistant to tho action of water and weathering. They Mall be of a rock type other then serpentine rock containing the fibrous variety chrysotle (aabestos) and suitable In every respect far the purpose intended. Heavy Type: Th. Individual stone. shall haw a depth equal to the thi%neas of the a-- of rip -rap. At least 75 percent of the volume of the rip -rap, complete in place, shot cansist of atones that haw a minimum volume of 16 cubic feet. Light Type: The Individual atones Moll haw a depth equal to the thickness of the course of rip -rap. The rip -rap, complete in place, shall consist of stones that haw a minimum volume of 1/2 cubic foot. 2.03 GEOTEXTILE FABRIC A Geotextile fabric shall conform to the requirements of Section 02,210 - Sit. Earthwork. PART 3 - EXECUTION 3.01 PREPARATION A. The r a sae to be protected plane be constructed and graded to the lines indicated on the plain or as directed by the Engineer and, if a fill area, shall be compacted. Al slopes shall be maintained to the neat lines indicated on the plans prior to the placing of geatextile fabric or bedding material, stone fill, rip -rap or slope paving. 3.02 PLACING STONE FILL A. The specified stone fill shot be placed in one course thickness as shown an 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 than will be no occumult of 'the he 1 o roes e t larger or smalls 9e sizes of atone. C. ement of the atone fill b Rearrang ement y 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 gwtextlle 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. SECTION 02513 - BITUMINOUS CONCRETE PAVING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Bees Coursse 2. Leveling Courses 3. Finish Course B. General: This work shall -.let of one or more .--a of bituminous mixture, constructed an a prepared foundation in accordance with these Specifications and the type of surface being placed, and in conformity with the lines, grades, thicknesses and typical area sections shown on the plans or established by the Engineer. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary craft and who are completely familiar with the specified requirements and the methods needed far proper performance of the work of this Section. B. AN materials and Installation shall be In acowdonco with The Asphalt Institute Manual (MS-4) and the VAOT Standard Specifications, 1990. C. Mixing Plant: Conform to State of Vermont Standards. D. Obtain materials from some source throughout. 1.03 PROJECT CONDITIONS A. Bituminous concrete all not be placed between November 1 and May 1. Materialshshall not be placed when the granular subbase Is wet or when the air temperature at the paving alto In the abode and away from artificial heat is as fdlows: Air Temperature Pavement Degrees Fahrenheit Compacted Depth 40 Degree. or below Greater than 1 1/4' 50 Degrees or below Lose than 1 1/4 PART 2 - PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to meet the criteria as defined In the VAOT Standard Sp.dflcatlo % 01vlet- 700 far Type 11 (base course) and Type III (finish course) bituminous concrete. S. Gradation: Materials shall be combined and graded to meet composition limits specified in VAOT Standard Speclfioatlw, Section 406.03. far the base course and finish course. C. Thickness of paving for drives and poking Iota shall be as shown an the plans, consisting of base course and finish Course. 0. For pavernent reconstruction areas due to trenching, the depth of each course Mall be increased by 1/2'. Pavement reconstruction caused by trench reopening due to Improper placement or non -approved placement shall be performed at no additional cost to the Owne. 202 TRAFFIC MARKINGS A. Traffic marking point to be factory -mixed meeting the requirements of the VAOT Standard Specifications, Section 7D8.08. PART 3 - EXECU1N N 3.01 INSTALLATION A. Install in accordance with VAOT Standard Specification., Section 406. 3.02 EXAMINATION A. Verify base conditions under the provisions of Section 02210 - Site Earthwork. B. Verify that compacted granule base is dry and reedy to support paving and imposed loads. C. Verify gradients and elevations of base are correct. 3.03 PREPARATION A. Matching Surfaces: When a new pavement 1. to match an existing bituminous pavement for a roadway or trench, the Contractor Mall vertically smooth vet the existing pavement, over the existing grovel base. The smooth cut shall be thoroughly cleaned and coated with Emulsified Asphalt, RS-1, just prior to Poving. 3.04 PREPARATION - TACK COAT A. When the bottom course of bituminous concrete pavement is left over the winter, or paving is to be made over an existing bituminous concrete pavement, the existing surface Mall be cleared and Emulsified Asphalt applied before the next course is applied. B. Also apply to contact surfaces of curbs. C. Coat surfaces of manhole and catch basin frames with oil to event bond with asphalt pavement. Do not took coat these prevent aspen Dovem surfaces. 3.05 PLACING ASPHALT PAVEMENT A Plots to compacted thickness identified on the plans. S. Compact pavement by rolling. Do not displace or extrude pavement from position. Hand compact in areas Inaccessible to rolling equipment. C. Develop rolling with consecutive passes to achieve every and smooth finish, without roller marks. 3.06 JOINTS A. Joints between old and new D overneats or between successive de. s work shall be made ao as to insure a thorough and ;✓ 9 continuous bond between the old and new mixtures. Whenever the spreading process it interrupted long enough for the mixture to attain Its istability, the paver Mali be removed from the matt an and a Joint Constructed. B. Butt Joints shall be formed by cutting the pavement in a vertical plane at right angles to the centerline where the Pavement has a true surface as determined by the use of a straight -edge. The butt joint shag be thoroughly coated with Emulsified Asphalt, Type RS-1, just prior to depositing the paving mixtures. C. Longitudinal joints that have become cold shall be coated with Emulsified Asphalt, Type RS-I, before the adjacent mat is placed. If they have been exposed to traffic, they shall be cut back to a clean vertical edge prior to painting with the emulsion. D. Unless otherwise directed, longitudinal joints shall be offset at least V from any pint in the lower courses of pavement. Transverse Joints shall not be constructed nearer than one foot from the transverse Joints constructed in lower courses. 3.07 TOLERANCES A. The surface will be tested by the Engineer using a 16 foot strolght-edge at selected locations parallel with the centerline. Any variations exceeding 3/16 of an Inch between any two contacts shall be satisfactorily eliminated. A 10 foot straight -edge may be used on a vertical curve. The straight -edges shall be provided by the Contractor. B. Scheduled Compacted Thickness: Within 1/4 Inch. C. Variation from True Elevation: Within 1/2 Inch. 3.08 FIELD QUALITY CONTROL A. Permit no vehicular traffic an surfaces until thoroughly 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 fags to make such repairs promptly upon recelpt of notice to do so from the Owner, than the Omer may make such repairs as necessary and the Contractor shall pay the Omer for all coals 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 an the Contract Plan.. SECTION 02515 - CURBS AND WALKS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Concrete Curbs 2. Concrete Sidewalks PART 2 - PRODUCTS 2.01 CONCRETE A. The concrete shall have a minimum compressive strength of 4.000 psi at 28 days and shall conform to the requirements of Cast -In -Place Generate. 2.02 ADMIXTURES A. Air -entraining admixture shall meet or exceed ASTM C260. Air content Mall range from minimum of 5% to 7% maximum. 203 EXPANSION JOINT MATERIAL A. Expansion joint material shall be premolded bituminous filler conforming to ASIM D994. PART 3 - EXEOU710N 3.01 CONCRETE CURBS A. Excavation shall be made to the required depth and the base mat_bl upon whits the curb Is to be eat Mall be compacted to a firm, even surfai Ali soft and unsuitable material shag be removed and replaced with suitable material which shall be thoroughly compacted. B. Installation: The curb Mal be set so that the front top line Is In dose conformity to the line and grade required. All space under the curbing Moll be filled and thoroughly tamped with material meeting the requirements of the material for the bad Course. C. Concrete Mixing and Placing: Compaction of concrete placed In the forms Mall be by spading w other approved methods. Forms shall be left In place for 24 hours or until the concrete has at sufficiently so that they can be removed without as to the curbing. Upon removal of the forms, the curb Mall be immediately rubbed down to a smooth and uniform surface but no plastering will be permitted. For this work, competent and skillful finishers Mall be employed. D. Section.: Curbing Mall be constructed In sections having o uniform length of ten feet, unless otherwise ordered. Sections Mall be separated by open Joints 1/8 Inch wide except at expansion Joints. E. Expansion Joints: Expansion Joints Mall be formed at the Intervals Mown on the plans using a pre -formed expansion joint filler having a thickness of 1/4 Inch vet to conform to the cross-section of the curb. They Mall be can.tructed at 20 foot intervals or as directed by the Engineer, When the curb Is constructed adjacent to or on concrete pavement, expansion Joints shall be located opposite or at expansion joints in the pavement SITE ENGINEER: 0 ( . SHELBURNE, VERMONT TEL 602-985-2323 FAX 502-995-2271 AOL �t � % .¢ y. culscRzn 'i A a 228 ®y d6 Y P O f 4 APPpaV.D rsT 1 0 NAL eN� �V mminnw PROJECT: O'DELL PARKWAY P.U.D. FARREU STREET SOUTH BURLINGTON VERMONT vets cast® siSa1s10N F11�-00 1 A 11 L. 9IEI NUM. Ih12-05 1 ACL/SAY 1EASM00 4 - ISWEO FOR NO scntR i-49 PRO, No. DRAWING NVLRER F. Backfaling: After the concrete has set sufficiently, the spaces in front and bock of the curb shall be filled to the required elevation with loyars of not more than six inches of the same mate rial as the be dding an thoroughly dtam eel. 9 P G The Contractor shall protect the curb and keep it in dlgnment until the completion of the contract. Each curb which M damaged at any time previous to final acceptance of the work shall be ranowd and replaced with satisfactory curb at the Contractor. expense. 3.02 CONCRETE SIDEWALKS A. Excavation and Foundation: Excavation shell be made to the required depth and to a width that will permit placing of bed course material and the installation and bracing of the forms. Bed course material shall be placed to the depth and section shown on the plans, when the layer required exceeds six Inches two la root i ye approximately equal depth shall be Placed and each layer thoroughly compacted so that it ire hard and unyielding, The wetting of bed course material may be required to obtain the compaction. B. Finishing: The surface shall be finished with a wooden loot. No plastering will be permitted. The edges shill be d.d with an edger having a radius of 1/4 Inch. Zsurface of the sidewalk, after the floating and aediog process is completed, shall be finished with a broom of a type approved by the Engineer, drawn over the surface parallel to the transverse pinta. Special texturing on sidewalk romps shall be installed in occomonce with construction plan details. C. Joints: Unless otherwise Indicated an the plans or directed by the Engineer. expansion joints shall be placed every 20 feet. Expansion joints shall be formed around all appurtenances such as manholes, utility poles and other obstructions extending into and through the sidewalk. Pre -formed 'pint Biter 1/4 Inch thick shell be Installed in these pints. Expansion pint filler of the thickness indicated shall be Installed between concrete sidewalks and any fixed structure soon as a building or bridge. This expansion joint matwid shall extend for the full depth of the walk. Between the expansion pints, the sidewalk andl be divided at intervals of 5 feet by dummy pints formed by a jointing tool or other acceptable means as directed to provide grooves approximately 1/8 inch wide and at least 1/3 of the depth. When the sidewalk is constructed next to a concrete expan- sion, joint material shun be placed between sidewalk and curb for the depth of the aid ... Ik. D. Curing: During the curing period ell traffic, both pedestrian and whiculor, ..It be e.I.ded. Vehicular traffic shall be excluded for such additional time as the Engineer may direct. E. Backfoling: Before the concrete hoe been opened to traffic, the space on each side of the sidewalk *hall be backfilled to the required elevation with suitable material, firmly compacted and neatly graded. SECTION 02700 - WATER SUPPLY SYSTEM PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Pipe Materials 2. Hydrant. 3. Valwe 4. Fittings 5. All other appurtenance. 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 accessorlea specified, Indicating compliance with requirements to the Engineer and food 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, wyos, couplings, increasers, crosses, transitions and and caps of the same type and dose of material as the conduit, or of material having equal ar superior physical and chemical properties as acceptable to the Engineer os necessary to complete the water system. 2.02 DUCTILE IRON WATER PIPE A. Pipe shall be Tyton Ductile Iran Class 52 (sizes as shown on the pims) conforming to current ANSI/AWWA C151/A21.51 latest revision. Push -on joint pipe shall be minimum thickness Class 52. Push -on joint acceson sorles shall cform to applicable requirements of ANSI/AWWA Clil/A21.11. B. Pipe shall be cement mortar lined on the Inside in accordance with ANSI Specification A21.4 except that the cament lining thickness shell not be few than 1/8 Inch. A plus toleronce of 1/8 Inch will be permitted. C. Pipe shall be given an interior bituminous coating 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 ANSI Specification A21.10, 350 PSI working pressure. Cast Iron Class 250 pipe fittings Mail be dloaed in feu of ductile iron fittings Class 350. Ductile Iron compact fittings conforming to AWWA C153-68 w➢I be allowed in lieu of full body fitting.. S. All M.J. fittings shall haw mega -lug glands for additional joint restraint. C. Bolts shall conform to ANSI Speclflcetlon A21.10. 2.04 TAPPING SLEEVES Contact Champlain Water District prior to scheduling a wet lap at transmission main. A. Topping sleeves shall be of the split ueeve design, constructed with two solid half -sleeves bolted together. Sleeves Mall be full -wrap and full gasket stainless steel, shall haw a working pressure of at least 200 psi, and shall haw mechanical joint ands with end and side gasket seals. B. All !ran body tapping sleeves Mali be p ..idea with a 3/4' NPT test plug, or other provisions must be made for air testis the valve and sleeve at maximum working pressure. 9 9 Aar to tapping. epp. 9 C. AN bolts and nuts for mechanical joints of tapping sleeves .hall be of high -strength cast Iron or high -strength, low - alloy steel conforming to ANSI/AWWA Clll/A21.11-90. D. All bolts and nuts for Clanged 'pints of tapping Weaves .hdl 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. NI bolts and nuts used with ell pipe sleeves shall, upon final tightening and testing, be brush coated heavily with bitumostic cold -applied material to thoroughly cover all exposed surfaces of the bolts and nuts. 2.05 TAPPING VALVES A. Tapping calves shall conform to ANSI/AWWA C5Og-B7 Standard for Resillent-Seated Gate Valves for Water and Sewage Systems, except as modified herein. Valves shall open counterclockwise and shall haw a minimum working pressure of 200 psi. Inlet flanges shall be Class 125 conforming to ANSI Spedflcatlan 816.1 or ANSI/AWWA C110/A21.10, and outlet connection shall be Standardized Mechanical Joint unless epedfieal otherwise on the Contract Plana far the type of pipe required for the branch or lateral pipeline. B. Burled tapping wives shall be provided with a 2 Inch square wrench nut and shall be Installed with a cast iron wive box as required to allow positive access to the calve operating nut at all times. In inat.H.Uons where the depth from grade to top of valve operating nut is greater than 6'0", a valve stem riser shall be Drovided and Installed such that the depth from calve stem riser nut to grade Is from 4'0" to 6,0" (minimum length of calve stem new is 2'0"). Valve stem New shall be of high strength steel and of welded construction. 2.06 GATE VALVES A. Valves shall be manufactured to most all requirements of AWWA Specification C509-87. Volvea 12 inches and smaller shall be bubble tight, zero leakage at 200 psi working pressure. Volvos shall haw non -rising stems, open counterclockwise, and be provided with a 2 Inch square operating nut with arrow caret in metal to indicate direction of opening. Each wive shall have maker's name, pressure rating and year in which manufactured cast on the body. Prior to shipment from the factory, each wive shall be tested by hydrostatic pressure equal to twice the specified working pressure. Gate valves shall be Mueller, Dresaor or Kennedy. B. Buried valves shall be installed with a calve box. 2.07 VALVE BOX A. Cast Iron New England style slide -type, 5 1/4 inch shaft, 6 fool trench depth. B. Cover shall be cast Iran, 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 hove of 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 and fire department. PART 3 - EXECUTION 3.01 INSTALLATION PROCEDURES A. Installation of all water lines shall be in accordance with AWWA C 600 latest mWalon. B. All pipe and fittings shall be inspected and tested In accordance with the manufacturer. specifications and the aforementioned AWWA Specifications. The Contractor shall furnish for approval certification from the pipe manufacturer that all tests haw been performed with satisfactory results. Pipe shall not be Installed without the Engineer. approval. C. Pipe, fittings, and accessories shall be carefully handled to ovoid 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. 0. At 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 viable limits of the crack and use the sound portion of the pipe. E. All pipe and fitting. shall be cleared of all foreign matter and debris prior to installation and shall be kept dean unto 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 dose 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 dosed by temporary watertight plug. a by other approved means. If water is in the trench when work Is returned, the plug shall not be in until all danger of water entering the pipe has passed. The pipe shill be installed in trenches and of 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 manufacturers apecigcatims Include that piping loads are not to be transferred , the Contractor shall submit certification of-wrpil-w. I. Far pressure piping, concrete thrust blocks shaft be installed at all unrestrained fittings and other locations as 'indicated an the Contract Plane. Minimum bearing area Mall be as Mown on the Contract Plana, Concrete Mull be 2,500 pat. Concrete shall be placed against undisturbed arterial and shall not cover joints, bolts or nuts. or Interfere with the removal of any joint. Wooden side forms Mall be provided far thrust blocks. J. Conductivity binds or wedges shall be Installed at awry pipe joint- K. A minimum separation of 18" Vertical and 10' horizontal shall be maintained between the outside of all water and sewer lines unless a vsionce 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 mo be supplied with a water that ha Y wpp a or may be contaminated. M. The Contractor &hall take all ns cessary precautions to prevent Notation of the pipe inthe trench. N. All trenching safety standards shall be in conformance with all applicable State and Federal guidelines. The Contractor .hall be solely responsible for any safety citationa by State or Federal Inspector.. 3.02 SETTING OF VALVES AND FITTINGS A. Valves, fittings, plugs, and caps shall be set and 'pined to I e In the manner specified above for laying and P p p yng pining pipe. B. Valve boxes are to be installed an all burled valves. The boxes shall be cast Von with a minimum 5 1/4" diameter and long enough to extend from the valve to finished grade. The boxes shot enclose the operating nut and stuffing box of the valves. Vdw boxes shall not transfer foods alto the calve. C. Covers shall be close fitting and dirt tight with the top of the cover flush with the top of the box rim. Covers, *hall be marked *WATER ° with an arrow Indicating the direction of opening. 3.03 SETTING OF HYDRANTS A. Hydrants shall be located as shown or be directed ao as to provide complete aeceastb➢ity and minimize the possibility of damage from whides 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 I.e. than 6 Inches nor more than 12 Inches from the gutter face of the curb. C. When set In the town 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. D. All hydrants shell stand plumb and shot[ how their -.4s. 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 twat 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 Van branch controlled by an Independent six Inch gate Volvo, unless otherwise specified. F. The waste opening of all hydrants will be securely plugged. 3.04 DISINFECTION A. Disinfection of the pipeline ehdI be directed by the Engineer and costa for all water, materials, equipment and labor to perform the required testing shall be of the Contractors expense. AWWA Standard C-651 (latest revision) Shoji 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 w➢1 require as minimum: 1. Complete flushing of the pbdlne to wash out all dirt, debris, etc. which may haw accumulated in the pipeline during construction. 2. Following flushing (to clean clear water), the Contractor w91 add chlorine to the entire pipeline volume of water such that the water will haw 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 far residual free chi.,ln. and must contain a minimum of 10 mg/L chlorine. If less than 10 mg/L am found, than 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 shill be flushed again until the chorine 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 an two conaecutiw days, and submitted to the Vermont Health Department far analysis. If the initial disinfection fails to produce samples which pass the Vermont State Health Department requirements for potable drinking water, than the process $half 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 Contracts Mail furnish ell gquges, testing plugs, cape and all other necessary equipment and labor to perform leokuge and pressure tests In sections of an approved length. Each valved section or a maximum length of I'000 feet of pipe shall be tested. The Contracts shall provide at his own expense any additional taps to the water tine necessary to perform the pressure and leakage test between valves. AN disinfection/testing Mall be completed by an independent third party unless otherwise approved by the Engineer or local municipality. B. AN water required for testing short be potable. AN testing shall be conducted in the presence of the Engineer. C. The Contractor shall make the sec sorY provisions to tap the pipe at the high point to release all air and Mall plug same after completing the teat. Hydrants or blowoffs located release high points may be used for air relee In lieu of taps If approved by the Engineer. D. Far the pressure test, the Contractor shell develop and maintain far two hours 150% of the working pressure or 200 Psi, whichever is greater. Failure to hold within 5 psi of re designated pressure for the two-hour period constitutes failure of the section tested. E. No pipe installation shall be accepted if the leakage la greater than that determined by the following farmuta, L- ND P O.5 L= SDP .5 7,400 Whichever la less 1 S = Length of Pipe Testing L = Alowoble Leakage in Gal/Hr D =Nominal Dlarnor of Pipe ) P = Average Test Pressure (psi) N Number of Joints In the Pipeline Tested AI testing shall be conducted In accordance with AWWA C600 (latest revision). F. Should any section of pipe fail either the pressure or leakage test, the Contractor shall do everything necessary to locate and repair or replace the defective pipe, fittings a pints at no cast to the firmer. SECTION 02725 - DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Drainage pipe and appurtenances. 2. Drainage structures. B. Related Sections: 1. Section 02225 - Utility Trenching and Backfilling 1'02 SUBMITTALS A. Mmufocturers technical data for. 1. Pipe and appurtenances. 2. Structure.. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Furnish ells, tees, reducing tees, wyes, couplings, increasers, crosses, transitions and and cops of the same type and class of material as the conduit, a of material having equal or superior physical and chemical properties as acceptable to the Engineer. 2.02 DRAINAGE PIPE AND PERFORATED PIPE A. If the Contract Plans do not specify a particular type of pipe, at the Contractor's option, the following materials may be used: 1. Polyvinyl Chloride pipe conforming to ASTM Specification D3034 or F679, (PVC) sewer pipe and fittings SDR 35. 2. Carugated Palyethytme pipe and fittings (smooth Interior) meeting the requlrements of AASHTO M-294 and M-252. 2.03 CONCRETE STRUCTURES A. ASTM G478, sized as indicated. 2.04 METAL ACCESSORIES A. Manhole frames and covere: 1. Grey caret Iron, ASTM A48, as shown on plans. PART 3 - EXECUTION 3.01 INSPECTION A. Examine the areas and conditions under which storm sewer system work is to be installed and notify the Engineer in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory condition. haw been corrected. 3.02 GENERAL A. 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 utiftlwe shall be repaired promptly at no additional cost to the Owner. 3.03 PREPARATION A Hand trim excavation (where necessary) to required slewtlons. Correct over -excavation. with fill material. B. The slopes shall be graded to match the grade as shown on the plans. Where required, end sections shall be placed and bockfil ed to prevent undermining. C. Remove large stones or other hard molter which could damage drainage structures or impede conalstent backFllling of compaction. 3.04 INSTALLATION OF PIPE A. Pipe shill be installed in accordance with Section 02225 - Utility Trenching and Backfililnq. 3.05 INSTALLATION OF DRAINAGE STRUCTURES A. Precast concrete structures: 1. Place precast concrete structures and covers as shown on the Contract Plans. 2. Where manholes occur in Pavement, set tops of frames and covers Bush with finish surface. 3. Provide rubber joint gasket complying with ASTM C443. 3.06 INSTALLATION OF STONE FILL A. Place stone fill as shown on Contract Plans. SECTION 02730 - SANITARY SEWER SYSTEMS PART 1 - SAL 1.01 SUMMARY A. Section Includes: 1. Gravity Sewer Pipe 2. Manhole Structures and Appurtenances B. Related Se Ut 1. Section 02225 - Utility Trenching and Backfilling 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of Products and accessories specified. indicating compliance with requirements. 1.03 QUALITY ASSURANCE A. All sonitary sewer materials and construction of same shall the as shown an the Contract Plans and shall meet the requirements of the State of Vermont Agency of Natural Resources (Deportment of Environmental Cmaswtion) and the Public Works Standards and Specifications of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A Furnish ells, tees, reducing tees, wyes, couplings, increasers, crosses, transition. and and caps of the some type and class of matarid as the conduit, or, of material having equal or superior physical and chemical properties as .coattails to the Engineer to provide a complete and operable system. 2.02 PVC GRAVITY SANITARY SEWER PIPE A. PVC sewer pipe shall conform In all respects to the latest revision of ASTM SpeciBcotlons D-3034 or F679, Type PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fittings, SDR 35 pipe. At pipe and fittings shall be dearly marked os follows: Manufacturers Name and Trademark - Nominal Pipe Size (as shown on plans) - Material Designation 12451-C PVC - Legend "Type PSM SDR 35 PVC Sewer Pipe" or PS 46 PVC Saw- Pips - Designation ASTM 0-3034 or F679 B. Joint. shall be push -on type using wastomeric gaskets and .hall conform to ASTM D-3212. The gaskets aholl be factory installed. The pipe shall be furnished In nominal 13 foot lengths. Sufficient numbers of short lengths and full machine fittings shall be provided for use at manholes and connections. All connections will require the use of manufactured fittings. Field fabricated, saddle -type connections will not be considered acceptable. 2.04 MANHOLES A Manholes shall be sized as indicated an the plan and shall be precast concrete with a monolithic base and shall conform to the latest version of ASTM Specification C478, B. Shelves shall be constructed with concrete having a minimum compressive strength of 3,000 pat at 28 day.. Inverts far sewer manholes shall be as shown on the plan. and details and shall be constructed with concrete or brick, as per the load munfolpolitye standards. Inverts shall have the exact shape of the sewer to which they are connected, and any change in size of direction shell be gradual and even. C. All manholes am to be provided with copolymer polypropylene piostic steps with steel reinforcemant 12 inches on center. D. All manholes shall be provided with rough, gray, cost Iron manhole frames and covers. All Iron castings shall be thoroughly cleaned and than coated with hot tar before being delivered. Frames and covers shall be LeBaron LC 266, or an approved equal, and haw a minimum weight of 400 pounds. E. Precast risers and bases for manholes shall conform to ASTM Speclficatlon C-478. The pipe opening in the precast manhole system shelf haw a cast -in -dote flexible gasket or an equivalent system far pipe Instalation as approved b the Engineer. Joints between manhole risers .hall be 1y minimum width flexible gasket or approved equals. PART 3 - EXECUTION 3.01 GENERAL A. Care shall be exercised by the Contractor to ovoid disrupting the operation of existing sanitary sewer facilities without prior written approval of the Engineer. B. When existing underground utilities 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. n%+ Vn7' C. Installation of pipe shall be in accordance with Section 02225 - Utility Trenching and Bockfilling and as specified by this aectlon. 3,02 BEDDING FOR PIPE A. The bedding material shell be shaped to fit the pipe fa a depth of not less than 10 percent of its total height and shall have recesses to receive the bell. 3.03 LAYING PIPE A. In general, sewer pipe shall be Installed In accordance with the latest detailed instructions of the manufacturer. B. The laying shall begin at the outlet end and the lower segment of the pip. Moll be In contact with the Moped bedding throughout Its full length. Bell or grooved ends of rigid pipe. and the clecumforentiol lope of flexible pipe Mall be placed facing upstream. C. AN pipe and fittings shall be carefully examined for defects and no pipe or fittings shall be laid which are known to be detective. If any defective piece is discovered after laying, It shall be removed and replaced at the Contractors expense. All pipes and fittings all be cleaned before they are laid and shall be kept clean until accepted in the completed work. D. The pipe shall be laid to conform to the lines and grades indicated on the drawings or given by the Engineer. Each pipe shill be wo laid as to form a dose joint with the next odjotning pipe and to bring the Inverts continuously to the required grade. E. The Contractor shall take all necessary precautions to prevent flotation of the pipe In the trench. F. When pipe laying Is not In progress, the open ends of the pipe shall be closed with temporary watertight plugs. If water is in the trench when work is resumed, the plug Mall not be removed until all danger of water entering the pipe I. eliminated. 3.04 GRAVITY SEWER PIPE TESTING A. The Contractor shall provide all necessary equipment and instrumentation required fa proper completion of the Rushing and testing. Quality of water, test procedures, and method of disposal of water shall be approved by the Engineer. Prior to testing, flush with water to remove construction debuts. B. All tests shalf be made In the presence of the Engineer. Preliminary tests made by the Contractor without being observed by the Engineer will not be accepted. The Engineer will be notified at least eight hours before any work is to be Inspected or tested. C. The maximum sewer length to be tested at one time shall be that length between any two manholes. D. Air Testing: Low pressure air testing Mall be conducted In accordance with the following procedures:1. Each and of the test section shall be plugged, capped and braced. Necessary safety precautions Mall be taken to prevent blowouts and possible Injury. SITE ENGINEER: 1-3 CNL 8111311 3=7m W. SHELBURNE- VERMONT M_ 802-985-2323 FAX 802-985-2271 DRAIN exeiwi�nw,. AC!° tE Vf4 onss"(10 SAV /5226 APPROVE& s EP SAV ONAI PROJECT: O'DELL PARKWAY • '' FARRELL STREET SOUTH BURLINGTON VERMONT DATE CI�C® -asr5-1-00 Ap/SAV MSED SMD:T NU119FR I4-12-05 1 ACL/SAV 1EASMOD V - MG FOR BD SPECIFICA DRAWING NoI RER 2. An air hose shall be connected to a tapped plug used for an air Inlet. The hose will be connected to the air Control equipment• which shall include -Ives and pressu re gouge.. These shall allow air to enter the a-., test line, monitor air pressure in the sewer, shut off air, and provide pressure reduction and relief. The monitoring pressure gauge shall have a range of 0-10 psi with divisions of 0.10 psi and accuracy of 0.05 pei3. 3. Thar air compreasor and ok supply shall be connected to the test line and the test section filled slowly, until a constant pressure of 4.0 psig is maintained. 4. A pressure above 3.0 paig shall be maintaned for at least five minutes to allow the temperature to stabilize. A check far leak. shall be made and if any are found. the pressure shall be released and the fitting replaced or repaired. 5. After the stabilization period• the pressure shall be adjusted to 3.5 psig and the air supply disconnected. 6. Measure and r .cord the tiros int I f area or the tot Imo assure to drop from W 3.5 si to 2.5 oP v e, . 9 P 9 7. If the groundwater table is above the pipe, increase above teat pressures O.S psig for each toot the groundwater Is above the in-rt of the pipe. 8. The rsq,il-ent. of this specifcation shall be considered satisfied if the time required in seconds for the pressure to decrease from 3.5 to 2.5 psi greater than the average back pressure of any groundwater that may submerge the pipe Is not to., than that computed according to the following table: Minimum Test Time for Various Pipe Sizes Diameter (Inches) Time (Sec./100 Ft.) 4 18 6 45 8 75 10 90 12 110 Minimum Teat Period - 1 minute 3.05 MANHOLES A. Th. excavation shall be to the depth Indicated - the plans or ordered by the Engineer, and carefully shaped and graded. B. Manhole sections shall be precast concrete and hall conform to the dimensions indicated on the plans or ordered by the Engineer. C. Channels, Inverts and flow amos for sewer manholes shall be constructed of brick and mortar or concrete. Inverts shall ha- the ...at .hope of the .ewer to which they ore connected and any change in size or directlon shall be gradual and over. All conatructlan of sewer monhoi s must be carried out to Insure watertight work D. The required courses of brick shall be pieced an top of the concrete to the elevation Indicated an the plans or ordered by the Engineer. Brick shall be told in an appropriate manner by a competent mason. After the bricks we laid, the joints on the inside of the brick masonry shall be neatly Pointed. The outside surfoce of the brick shall be covered with mortar of the same quality as used for laying the bricks so that a reasonably smooth surface Is obtained. E. The cost Iron frame shall be set as indicated an the plans In a full mortar bed. The grade or cover shall be property placed in the frame. 3.06 MANHOLE TESTING A. Manholes shall be tested separately by one of the following two procedures 1. Ex6lb"tlon Leakage Test: All pipes and other openings Into the manhole shall be suitably plugged and the plugs braced to prevent blowout. The manhole shall than be filled with water to the top of cone section. A period of time may be permitted, if the Contractor so wishes, to allow for absorption. At the end of this period, the manhole shall be refilled to the top of the cone, if necessary and the measuring tinne of at I ... t four hours begun. At the and of the test period, the manhole shall be refilled to the top of the cone, measuring the volume of water added. This aunt shall be converted to gallon, per vertical foot depth for 24 hour.. The leakage for each manhole shall not exceed one gallon/vertical foot/day. If leakage exceeds the allowable rate, repairs shall be mode as approved by the Engineer and the manhole retested. If the Contractor elects to backfill prior to testing, the testing shall be at his own risk, and it shall be incumbent upon the Contract- to determine the reason far any failure of the teat. No adjustment in the leakage allowance will be mode for unknown causes such as leaking plugs, absorption, etc. It will be assumed that all loss of water during the test Is a result of leaks through the joints or through the canmte. Furthermore. the Contractor shall take any steps necessary to assure the Engineer that the water table is below the bottom of the manhole throughout the test. 2. Vacuum Test: This method of testing manholes for leakage involves the use of a device for sealing the top tof in the manhole cane stion and pumping the air Out of the manhole, creating a vacuum and holding this vacuum for a prescribed period of time. The procedure for this teal Is as follows: a. All lifting holes and exterior joints shall be filled and pointed with an approved non -shrinking mortar. The completed manhole shall not be backfilled prow to testing. Manholes which haw been backfilled shall be excavated to expose the entire exterior prior to wouum testing or the manhole shall be tested for leakage by means of the -filtration leakage test. b. All pipes and other openings into the manhole shall be suitably plugged In a manner to prevent dleplocement. c. A plate with an inflatable rubber ring the size of the top of the manhole shall be installed by inflating the ring with air to pressure adequate to prevent leakage of air between the rubber ring and the manhole wall. d. Air shall then be pumped out of the manhole through an opening in the plate until a -sum is cmated inside of the manhole equal to 10 inches of mercury on an approved vacuum gauge. The removal of air shall than be stopped and the test begun. e. The manhole shall pose this test if the w.- holds at 10" Hg or drops no lower than 9" Hg within the following times: Tins Depth of 4' Manhole Minutes Seconds 0' - 10' 2 0 16- IV 2 30 15 - 20' 3 0 20' - 25' 3 30 I. If the vacuum drop exceeds 1" Hg during the specified time periods, the manhole shall be resealed and Steps 2 through 5 above repeated until the vacuum holds for the specified time. g. After the manhole passes the vacuum lest, it shall be beckfbled carefully so that no leak. are created. If the manhole is disturbed in any way during bockfill, it shall again be vacuum tested accordingto Steps 1 through 5 If ou above the ep 9h manhde failvacuum s the test the Contractor shall test the manh 1. using the manhde exfiltrati- teat. h. The Contractor shall provide the Engineer with a written log of each manhole leakage test result. 1. Manholes shall be tested and accepted prior to building manhole inverts. SECTION 02921 - LANDSCAPE GRADING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Finish radio rim rou h b ode in areas to design grading; 9 9 9r 9 elevations as shown n the o drawings. 9 2. Topsoil: Work shall consist of furnishing, placing and shaping topsoil, or placing, spreading, and shaping topsoil fortes stockpiles or stripped area.. PART 2 - PRODUCTS 2.01 TOPSOIL A. On -site topsoil shall be natural surface layers of soil stripped, grubbed, stockpiled, and conditioned, If necessary. for use In topsolling and seeding operations. Additlanal topsoil shall be brought in from off -site at the owners expense for areas lacking sufficient topsoil to support vigorous plant growth. B. Topsoil shall be loose, friable, reasonably free of admixtures of subsol, free from refuses, stumps, roots, brush, weed., rocks, and atones 1 1/4 Inch In overall dimensions. The topsoil shall also be free from any material that will preveat the formation of a suitable seedbed or prevent seed germination and plant growth. It shall contain not less than three (3) nor more than twenty (20) percent organic matter as determined by Iom- Ignition of own -dried samples drawn by the Engineer. Any material which has become mixed with undue amounts of subsoil during any operation at the source or during placing or spreading will be rejected and shall be replaced by the Contractor with acceptable material. C. On site topsoil shall be screened. D. Borrow Topsoil: Provide name of source. Each source of borrow topsoil shall be natural surface soil from well drained areas. PART 3 - EXECUTION 3.01 SUBGRADE PREPARATION A. Clean subgrode of all stumps. stones, roots, trash or other materiels which might hinder proper tillage or spreading. B. All surfaces on which topsoil is to be placed shall be graded to a reasonably true surface and scarified by raking, dicing or other approved means to a minimum depth of two Inches before placing topsoil. 3.03 PLACING TOPSOIL A. Minimum final depth of topsol shall be 4 Inches. B. Place topsoil when seeding operations can closely follow spreading operations. Use topmil in relatively dry state. C. Topsol shall be spread and shaped to the lines and grades shown an the plans, or as directed by the Engineer. The depth stated In the contract to which the topsoil is to be placed is that required after final rolling of the material has token place. All stones, roots and debris over 1 1/4 Inch in diameter along with any sodding weeds and other undesirable material shall be removed. D. After shaping and grading, all trucks and other equipment shall be excluded from the top akird area to prevent excessive compaction. The Contractor shall perform such work as required to provide a friable surface for seed germination and plant growth prior to seeding. E. It shall be the Contractors responsibility to restore to the line, grade and surface all eroded areas with approved material and to keep topsoiled areas in acceptable condition until the completian of the work. SECTION 02D39 - PERMANENT SEEDING PART 1 - QENERAL 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 herdn. 2. Except where otherwise shown or specified, the Contractor shall dead all areas where new contours are shown an the drawings and all areas where existing ground cover has been disturbed by the Contractors operations. B. All work and materials of this Section shall conform to the oppilcable requirements of the VAOT Standard Specifications, Division 600. 1.02 SUBMITTALS A. Provide the following for approval prior to delivery to the site: 1. Suppliers Certificate of Compliance attesting that Ilia, 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 tooting laboratory, haw 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 May tat and September 15th, unless otherwise authorized. Seeding shall not be clone during windy weather or when the ground is frozen, excessively wet, or otherwise untillabla. If seeding i. done during July or August, additional mulch material may be required by the Engineer. PART 2 - PRODUCTS 2.01 LINE A. time shall be standard. ground dolomite limestone, agricultural grade. containing a minimum of 95% of calcium and magnesium carbonates. 100% shot] pass the 10 mesh slew: minimum 90% shall pass the 20 mesh sieve; minimum 40% shall pan the 100 mesh slew. 2.02 FERTILIZER A. Fertilizer shall be commercial grade granularr as required for eeil conditios as specified in Section 643 of the VA T shall 0 Standard j t in new, c The fertilizer s a be deli -red to the p new, project d clean, coaled s. the which bear a label fully describing the eantenta, the chemical analycls 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 AmOclotmn of Official Agricultural Chemists. 2.03 GRASS SEED A. Provide fresh,- of h gross species, dean, new crop seed the ortiona and m c la of rit rtninatmn inntag an Prop per ges W gar y and maximum percentage of weed seed as follows: p 9e 1. Park seed shall normally be used on loam areas. This seed mixture shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lb./Acre Creeping Red Fescue 96% 85% 40 Perennial Ryegram 989 909 50 Kentucky Bluegrass 97% 85% 25 Redtop 95% 80% 5 TOTAL = 120 2. Slope seed shall normally be used for oil slope work, usually 3:1 or steeper and 'hall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lb./Aare Creeping Red Fescue 96X 85% 35 Parennld Ryegrom 95% 90% 30 Redtop 95% BOX 5 Smooth Bromegram 96% 85% 10 TOTAL - 80 B. The seed mixture shall be delivered in now, clean, sealed containers. Labels and contents shall conform to all State and Federal regulations. Seed shall be subject to the testing provisions of the Association of Official Seed Analysts. Mixes contalning Sweet Cl.-. White Cl.-,, or Btrdfaot Trifoil shall not be used. C. Seed that has become at, moldy, or otherwise damaged will be rejected. 2.04 MULCH A. Mulch must be installed an all seeded wears. The fallowing mulches are acceptable for use. 1. Hay mulch free of made and comae matter at a rote of 90 pound. per 1,000 square feet. 2 Wood fiber applied in a slurry (1/6" or longer) at a rote 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 shalt identify to the Engineer all sources of water at least two weeks prior to use. The Engineer, at his discretion, may take sa rples of the water at the source or from the tank at any time and have o laboratory test the samples far chemical and saline content. The Contractor shall not use any water from any source which is disapproved by the Engineer following such tests. 206 HERBICIDES A. A pre -emergence herbicide. aiduron (tuperson), shall be applied to the finished topsoil if seeding is to occur prior to June 1. This type of herbicide is effective against germinating seeds - it kills the plants before they emerge to the sag surface. More importon6y, it does not Interfere with the gerninotlon of cool season grasses such as Kentucky Bluegrass and C-26 Hard Fescue. Contact Engineer prior to application. B. Application: Contractor shall use extra care In handling. S clumn, commonl'y known as 'tuparean% shall be applied at the manufacturera recommended rate. 2.07 FINAL FERTILIZER A. 'Uramite" or "Nitrofo m" containing 38% nitrogen in a slow release form. PART 3 - EXECUTION 3.01 PREPARATION A. Examine finish surfaces and grades. Do not start seeding work until unsatisfactory conditions are carrected. Perform seeding work only after planting and other work affecting ground surface has been completed. B. Notify Landscape Architect at 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 e. 2. Remove atones over 1" in any diameter and sticks, roots, rubbish and extraneous matter. 3. Remo- existing weed. and grasses by pulling or tilling under, 4. Grade wens to be seeded to a smooth, free draining even surface with a loon, moderately coarse textur, S. Remove ridges and Poi depressions as required to drain. 6. Restore prepared area. if eroded or disturbed prior to seeding. 3.02 SEEDING CONDITIONS A. Seeding shall not be done when the ground Is frozen, .now covered, muddy, or in any other umatlafactwy condition for planting. No seeding operations shall be conducted under adverse weather canditlans an when sag moisture conditions are unfavorable (too wet or too dry) or when winds exceed 5 MPH. B. Construction methods shall be those established a agronomically acceptable and feasible. 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. 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. Surfoce 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 whip fail to show, o uniform stand of grass for any reason whatsoever shot[ be reseeded, and such areas and parts of areas shall be seeded repeatedly until all areas are covered with a satisfactory growth of grass. element far tabllshment E and is considered a nacessar es 9 Y and survival. F. Where ryagrass has been planted for temporary erosion control and has not been eliminated prior to the completion of the work, such arms shall be disced at least 3 Inches deep and seeded to permanent goes ai to prevent the ryegmss 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. Kind. and amounts of Iime and fertilizer should be based on an evaluation of soil taste. When a soil test Is not available the following minimum amounts should be lied: m kn epP Agriculture! limestone 2 tons per acre or 100 ]be. g P Pe 1,000 aware feet. Nitrogen (N). 50 tbs. per acre or 1.1 Ibs. per 1.000 square feet. Phosphate (P205), 100 Ibs. per acre or 2.2 be. per 1,000 square feet. Petoeh (K20). 100 Ibs. per acre ar 22 lb. per 1,000 square feet. (Not.: This Is the aq.l,.I-t of 500 Ibs. par acre of 10- 20-20 fertilizer or 1,000 be. per awe 5-10-10). B. Seed should be spread uniformly by the method most appropriate for the site. Methods include broadcasting and hydromeding as fallow.: 1. Broadcasting: Sow seed using mechanical spreader at a rate of 4 Ibs./1.000 square feet. Distribute seed evenly over entire ores by sowing equal quantity In tow directions at right angles to each other. Rake seed lightly Into lop 9/8" of topsoil, roll lightly and water with a fine spray. 2. Hydromwing: Mix specified seed, fartlize and pulverize mulch in water, using equipment specifically designed for hydrosew application. Continue mixing until uniformly blended into homogenous slurry suitable for hydraulic application. Apply slurry uniformly to all areas to be seeded. Rate of application as required to obtain specified seed sowing rate. 3. Hydraulic application of seed will not be allowed within 200 feet of the detention pond. 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. Organic Mulch Anchoring - Straw or hoy 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 continua until acceptance. B. All mulches must be inspected periodically, in particular after rainstorms, to check for rill erosion. Where erosion la 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 are firmly established. Grasse. .hall not be considered established until a ground cover is achieved which is mature enough to ventral sob erosion and to survive severe weather conditions. Where mulch Is used In conjunetbn with ornamental plantings, inspect periodically throughout the year to determine if mulch le maintaining coverage of the soil surface; repair as needed. C. Seeding areas shall be protected and maintained by watering, needing, mowing, weeding, rolling. Insect or disease control measures, re-fertlllzing and repair of washouts which are necessary. C. The Contractor shall maintain all seeded areas until full vegetation Is established. D. All seeded areas shall be kept free from weeds and debris, such are stone, cabi-, baling wire, and all elope. 4:1 or less (flatter) and level turf ohall be mowed in the following manner 1. When goes reaches a height of 4-6", mow to a height of 3'. 2. At least two cuttings shall be made prior to final acceptance. E. Following mowing. all permanent seeding grass orepe (mowed and unmowed) shall receive a uniform application of slow red... fertilizw 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 Contractors written request. 1. Provide notification at least ten (10) working days bequest fore reed tmepectian date. B. Seeded areas will be acceptable provided all Installation and maintenance requirements haw been compiled with and a healthy uniform lawn is established. C. Upon acceptance, the Owner will assume maintenance. 3.06 WARRANTY A. Al seeded weds will be warranted far a period of twelve monlha from date of Owners acceptance. Should any seeded eras fall to maintain full vegetation, foiled area. will be refurbished until this specification is achieved at the cost of the Contractor. Type A Stabilization EcoAegis or approved equal Application Rate 4,000 be per acre Composition - Refined wood fiber (90% by weight) Blended hydrocolloid-based binder (10% by weight) Water Holding Capacity - 10 times own weight Surface Coverage Thickness - 1/8' to 1/4' Matin North tAmerican Green DS-75 Fully degradable - non -woven Fully blo-degrable pins In mowed areas (lasting 3 to B weeks and may require multiple instillations) TypeStabilization B n u i tiYa it Abated Mulch 1 car rfi' EcoAegis orrapproved equal Application Rate 3,500 Ibs per acre Composition - Refined wood flow (90% by weight) Blended hydrocollold-baeed binder (10% by weight) Water Holding Capacity - 10 times own weight Surface Coverage Thickness - 1/8" to 1/4' North American Green DS-75 Fully degradable - non -woven Fully blo-degrable pins in mowed areas (lasting 3 to 8 weeks and may require multiple installations) Type C Stabilization Hvdraul'caI y Aoolied Mulch EcoAegis or approved equal Application Rate 3.000 Ibs per acre Composition - Refined wood fiber (90% by weight) Blended hydrocolloid-based binder (10% by weight) Water Holding Capacity - 10 times own weight Surface Coverage Thickness - 1/8" to 1/4" in North American Green DS-75 Fully degradable - non -woven Fully bic-degrable pins In mowed areas (lasting 3 to 8 weeks and may require multiple installations) Type D Stabilization �rou1{coily Aoolied O tbs Application Rate 1,500 Ibs per acre lc Composition - Standard wood fiber Blended hydrocoiloid-based binder Surface Coverage Thickness - 1/8' to 1/4" Notttn rth Am.riean Green DS-75 Fully degradable n - no -woven Fully bio-degrable pins In mowed areas (lasting 3 to 8 weeks and may require multiple Instalations) RECEIVED AUG 0 5 2005 City of So. Burlington SITE ENGINEER: W- SHELBURNE, VERMONT TEL 802-985-2323 FAX 802-985-2271 M" ry ACL E uV h~'�iT A Lp CRI ® * � SAY A A5'126 A `' 9 _ P O ��v �af4AL 8AV PROJECT: FARRELL STREET SOUTH BURLINGTON VERMONT IMi6 al aLrINON 5-1-00 SWAM SED SHUT NUMBER N 10 3 SAV/ACL JAW 3CPE SIwAAtlal WMATO! 19-01 SAV/PMB MOIFIFD SEWSIM MS PO NO �pr_m R.V FA5 wlili I - ISMFat BD SPECIFIC' un scats T - W PROJ. Na. SIM oRawlNc NuuoeR • •' •M 1 IOU• I�� . V/J�A.:i/�1��:,���7r�iTw Tiu4�R '� s��A>�-', C,'•�,a�p�_ $ 'e� ��+s .� .µ. 2 . � �G� � �i . b��wir��Siln��i V►�i .►. � rliyr ►-�` � ►� �,5 � i ,�v�.Gr.. .. �..,.• n . �•� � 1.� :n .j.G.� �i. �Ev�-� � � � El > .�',�.� P•$p� �►��+ •s �7' .,i '��.o�yx}�. �`� p�.7.M• > +v[p 4i "-„�`..�•�d► ,. �I: --•-• • - , *+�_ •a. o 0 o c� i� �i? c► _wi+;►` o `!� `. rL�yn�G v`c ���74+f L WA him FA r.7 , v _ ,r. •► l! • • '� � �► �l � � ��� �I�I_ Ids o' � ' :,:• o - � ion ��; 1 '' o, 0 1�. _. �' ,� ��"� • II !I�Ila.�llll\' ,d�illoe��i� =' rO I M- �� i r; . •� q I •� . , 1 / 1 _ .. 1� ... E i � � 1.- \ I — vy� �� `�\►�ra.aa��—�G��I�\�'�� O� '��,•.! r�� t� �� � � �O `.y7� �' -- 1���� �. •1 t, • �. mom— —•�— =-- '� �--=� ........... ''• �Z���a!!�1�1c���4 � ��® '=vim' � � �" �►_ . u \ � ♦ � IIII � /ra;��,�i�� �I(� .......�. �..a.da.b.�a.11lhb�?�.� �� ��������.��t� _ I�JD:.:I: I�Ila:i:i:i:i:iai!11(I�/�I-.''�V� o IIII• _ - - ----- _ _ _ T. J. Boyle and Associates mlandscape architects . planning 0 consultantsO'Dell Parkway PUD All T. J. KLLtHStU rUK 151U 4/"IJ/U5 NOT FOR CONSTRUCTION LANDSCAPING/LIGHTING LEGEND, j EXIST. STREET TREE PROPOSED SHADE TREE ♦ PROPOSED MULTI —STEM TREE PROPOSED FLOWERING TREE PROPOSED CONIFER TREE PROP05ED 514RUB ®�®✓� PROPOSED EVERGREEN SHRUB PROPOSED GROUNDCOVER BED PROPOSED PERENNIAL BED PROPOSED PARKING LOT LIGHT FIXTURE PROPOSED PEDESTRIAN LIGHT FIXTURE 111-9 MST. FARRELL STREET LIGHT IXI5T. PEDESTRIAN 0 LIGHT FIXTURE SENIOR HOUSING PLANTING SCHEDULE Qty. Code Common Name Size Spec Notes 6 ARE ACER rubrum'Emberi R ad Maple 2"-2.5"1a1. BBB 1 WAS ACER x.L AO —Blaze' Aubnn Blaze Maple 2"-2.5"cal. BBB 4 AxC AMELANCHIER x'Cumulus' Cumulus Serviaebemy 1314" B8B 8 PGB AMELANCHIER xgnndidon'Auumn Brilliance' Autumn Brillienq SarNcaberry 7-8'1-1I. BBB clump brm 6 BP BETULApepytbre Pepe,Birch 10-12'111,. BBB clump form 13 GTS GLEDISTSIAU. Bunbursr Sunburst HoneNocust 2"ca1. BSB g MCM MALUS'Candy Mint Candy Mint Sa ant Crab 2"cal. B&B 2 PRS PRUNUS sergamil Sa entChery 2"-25"cal. B&B _ S QR QUERCUS rub. Red Oak 2%25"cal. B&B 6 SR SYRINGA.1culata Japanese Two Lilac 1 2.5"cal. I BBB Qty. Code I Scientific Name Common Name Si.. Spec 2 AA AR ONIAerbudblb'Brillienlissima' Brilliant Red Chokebar 45'Ht BBB 14 CA CONTONEASTERa iculeta Crenber Colonaubr 18" 02 Cont. 40 CAC CLETH RA elniblia Com acb' Com actsummersweet 5 al. Cont. 4 FS3. FORSYTHIAsuspenda sieboldi Siebold Weeping Forsythia 30" ACord. 1 HV HAMMELISeirginiana Witch Hazel 4- B&B 3 JCP JUNIPERUS c. Pfiheriana com acla Compact PNzer Juniper •5 Cont. 15 JVGO JUNIPERUS airginia Greyowr Ore Owl Juniper 18" •3 Cont. 2 LB LINDERAbenzoin Spiubush 5'Ht. BBB 7 PFG POTENTILLA fruticoaa'Goldfingee Goldfinger Potenklle 18" 93 Cont. 5 RAE RHODODENDRON'Album Elegane' White Elegant Rhododendron 36" BBB 8 RBN RHODODENDRON'Boule de Neige" Soule de Neige Rhododendron 2.54' B&B 3 RCA RHODODENDRON Gatewbiense' White Catawba Rhododendron 30" BBB 2 RRE RHODODENDRON'R... am elsg— Roseum Elegans Rhododendron 30" B&B 5 IRS RHOOOTYPOS scanden. Black Jebead 24" •3 Cont 42 RR ROSArugosa Rugosa Rosa 24" •3 Cont 4'O.C. 3 1 SS 1SPIREA nipponica'Snowm ound' Snowmound spirea 30" BBB 12 1 TMD ITAXUS x m.'Densiformis' Dan.. Yaw 3(rHt. 88e 12 TON THUJAouidemais""Im Dark American Arborvitae 5-8'HL B88 TO.C. 4 VCC VIBUR NUM cade.iI'—,i ga' Cayuga Mbumum I 30' 888 •2 Cont. Qty. Code I Scientific Name Common Name Size Spec Bulb Allowance Location. b be specified 16 AFF ATHYR IUMfiIix-bmine Lady Fern 1gal. Cont. 24"OC. 52 HH HEMEROCALLM' Deylily U. 1gal. Cont. 24'O.C. 53 HM HOSTA+ Hosts Mix 1 gal. Cont. 24'0.C. 71 MD MICROSIOTAdecusseta Ru..ian_Cypreas 15-13" •3 Cam. VC.C.. 35 PPD PHLOX paniculate'David' David Garden Phlox 2ga1. Cont. 24"O.C. i16B PT PACHYSMI)RAlerminalm Pachysandra 2"Ce11 Cont. 3"D.C. 23 SIC STEPHANAN DRA ino-'Crlapa' CudeafStephenandra 15" e2 Cont. 150 WT WALDSTEINIAI.nleta Barren Strawberry tat. •2 Cont. 15'O.C. wyalymu,o. equal9usmrtns o, n.m.r—sx, us..n--,'nappy n.wrn.,.na nyp.non +Hosfa mix to M equal quanthles of Hosta'Unduleta Varlsgsta','Royal •tandard','Oold Standard' LIGHTING TABLE MOUNTING mr)F eDTY_ MANIIFACIJTFR I IJMINAIRF TYPE WATTAGE FINISH HEIGHT BI 4 KIM LIGHTING BOUNCE 2 70 MH BL-P 14' B2 I KIM LIGHTING BOUNCE 4 70 MH BL-P 14' C2 2 KIM LIGHTING CURVILINEAR 5 200 MH BL-P 24' Boyle and Associates revised pereddiaoe rtrs ,Ha. -,Are arJ,m landscape architects. planning Consultants a ® ,rib _6,712005 O'Dell Parkway PUD a7µ��T 301 college street. burlington . vermont. 05401 802.658.35M http:/A~.Iboyb.com t�' 20'-0" Cathedral Square Landscape &Lighting Plan 1V -� Ld nw -a cf) cw oz z 25 J w S U O m Q LOT ONE PLANTING SCHEDULE T... QTy.. Code Common Neme Size Spec Note® 4 PRS PRUN US eargantll Ser ant Cher 2.5'cel. 555 13 FPP FRAXINUS penneylwnlee'Pelmore' Petmora Mh 2.5'esl. B85 5 TCG TILIAcordata 'Greene pin' Groenepire Linden 2'..1. BBB Shrubs Qry. coee ScientiAc Name Common Neme Size Spec 18 JVOO JU NIPERUS Wrginie Y3reyowr Oro Owl Junl .r 10" Macon. 4'0.C. 52 1 RR ROS rugoea IRugc..Rose 24" •3 Cont. 7D.C. LIGHTING TABLE CODE QTY. MANUFACUTER C2 1 b 1 KIM LIGHTING I CI rf%r% A z A r r �w 11 v Boyle landscape architects . planning consultants m b 8/2/2005 O'Dell Parkway PUD >s N2.3 301 college street a burlington a vermont a 05401 802 as58 *3555 hUp:/Awne.gboyle.com ^w ne 1 ^ = 20'-0^ Lot 1 -Landscape & Lighting Plan PRUNE TO REMOVE DEADWOOD 4 CROSSING BRANCHES C>,,•�, '' " TOP OF ROOTBALL TO BE SAME HEIGHT AS }d"' 4„ U PREVIOUSLY GROWN. "0 "o v 2" FINE CHIPPED, PINE BARK MULCH, NOT MORE. DO NOT PLACE AGAINST PLANT STEM. 2" EARTH SAUCER. ��-AMENDBACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES. \, REMOVE BURLAP FORM TOP 1/3 OF ROOTBALL. NEVER LEAVE BURLAP EXPOSED ABOVE SOIL. IF CONTAINER GROWN, REMOVE POT COMPLETELY. 3 TIMES LOOSEN ROOT MA55 TO PREVENT GIRDLING. IAMETER O ROOT BALL UNDISTURBED OR COMPACTED 501L MOUND. 1 DECIDUOUS SHRUB PLANTING 2 TYPICAL GROUNDCOVER PLANTING 3pl NTS PRUNE DAMAGED OR BROKEN BRANCHES. INSTALL TREES AND STAKES PLUMB. USE WIDEBELT-TYPE TREE TIES; DO NOT USE ROPE OR WIRE IN W05E SLEEVES. ATTACH AT 2/3 HEIGHT OF TREE. 3 - 2" X 2" HARDWOOD STAKES 1/3 HEIGHT OF TREE OR MIN. OF 6'. ALLOW FOR A DEPTH OF 18-24" BELOW GRADE. (STAKING TO BE REMOVED ONE YEAR AFTER PLANTING.) ROOT FLARE SHALL BE PLANTED AT OR SLIGHTLY ABOVE FINAL GRADE (DUE TO NURSERY PRACTICES, THIS MAY REQUIRE REMOVING SOIL FROM THE TOP OF THE ROOT BALL TO LOCATE TOE ROOT FLARE). ., 2'- 3" FINE CHIPPED BARK MULCH, NOT MORE. I DO NOT PLACE MULCH DIRECTLY AGAINST TRUNK. 3" EARTH SAUCER. 6'+ _ AMEND BACKFILL A5 SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES, SCARIFY I SUBGRADE TO 4" UNDISTURBED OR COMPACTED SOIL MOUND. 24' CUT 4 REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH 15 UNDER THE ROOT BALL. LEAVE NO 3 TIMES BURLAP EXPOSED ABOVE THE 501L SURFACE. DIAMETER OF ROOT BALL REMOVE BURLAP FROM THE TOP 1/2 OF ROOT BALL IF BURLAP 15 MADE OF NATURAL FIBER. IF BURLAP 15 PLASTIC OR TREATED, CUT AND REMOVE �� ALL BUT THAT WHICH 15 UNDER THE ROOT BALL. 3 \CONIFEROUS PLANTING Sol / NTS DECIDUOUS TREES < 3" CALIPER NTS MULTI -STEM PLANTING NT5 PRUNE DAMAGED OR BROKEN BRANCHES. INSTALL TREES AND STAKES PLUMB. USE WIDE BELT -TYPE TREE TIES; DO NOT USE ROPE OR WIRE IN H05E SLEEVES. REUSABLE PERFORATED PLASTIC TREE WRAP (TO BE REMOVED ONE YEAR AFTER PLANTING). (3) 2" X 2" HARDWOOD STAKES 1/3 HEIGHT OF TREE OR MIN. OF 72". ALLOW FOR A DEPTH OF 18-24' BELOW GRADE. (STAKING TO BE REMOVED ONE YEAR AFTER PLANTING.) ROOT FLARE SHALL BE PLANTED AT OR SLIGHTLY ABOVE FINAL GRADE (DUE TO NURSERY PRACTICES, THI5 MAY REQUIRE REMOVING SOIL FROM THE TOP OF THE ROOT BALL TO LOCATE THE ROOT FLARE). 2"-3" FINE CHIPPED BARK MULCH, NOT MORE. DO NOT PLACE MULCH DIRECTLY AGAINST TRUNK. 2" EARTH SAUCER. AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES. SCARIFY SUBGRADE TO 4". CUT 4 REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH 15 UNDER THE ROOT BALL. LEAVE NO BURLAP EXPOSED ABOVE THE SOIL SURFACE. REMOVE BURLAP FROM THE TOP 1/2 OF ROOT BALL IF BURLAP IS MADE OF NATURAL FIBER. IF BURLAP 15 PLASTIC OR TREATED, CUT AND REMOVE ALL BUT THAT WHICH 15 UNDER THE ROOT BALL. PRUNE TO REMOVE DEADWOOD 4 CRO55ING BRANCHES. USE WIDE BELT TYPE TIES ON EACH MAJOR STEM ALL MAJOR STEMS SHOULD BE BELTED TOGETHER DO NOT USE ROPE OR WIRE IN HOSE SLEEVES. ROOT FLARE SHALL BE PLANTED AT OR SLIGHTLY ABOVE FINAL GRADE (DUE TO NURSERY PRACTICES, THI5 MAY REQUIRE REMOVING 501L FROM THE TOP OF THE ROOT BALL TO LOCATE THE ROOT FLARE). 2"- 3" FINE CHIPPED BARK MULCH, NOT MORE. DO Lq N�71 R � SAUCER DIRECTLY AGAINST STEMS. 2" X 2" X 18" HARDWOOD STAKES 3 PER TREE DRIVEN INTO GROUND. (STAKING TO BE REMOVED ONE YEAR AFTER PLANTING.) AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES. SCARIFY 5UBGRADE TO f4', UNDISTURBED OR COMPACTED SOIL MOUND CUT 4 REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH 15 UNDER THE ROOT BALL. LEAVE NO BURLAP EXPOSED ABOVE THE SOIL SURFACE. REMOVE BURLAP FROM THE TOP 1/2 OF ROOT BALL IF BURLAP 15 MADE OF NATURAL FIBER. IF BURLAP 15 PLASTIC OR TREATED, CUT AND REMOVE ALL BUT THAT WHICH 15 UNDER THE ROOT BALL. FOR APPROVALS ONLY NOT FOR CONSTRUCTION GENERAL PLANTING NOTES: I. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. 2. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL DRAWINGS. 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK .(ANSI) PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN 4. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED BY THE PROJECT ARCHITECT OR EQUAL. 5. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANT'5 ORIGINAL GRADE BEFORE DIGGING. 6. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT 15 ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT.THE TIME OF PLANTING. 7. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE CONTAINER BALL SHALL BE CUT THROUGH THE SURACE IN TWO VERTICAL LOCATIONS. 8. THE DAY PRIOR TO PLANTING, THE LOCATION OF ALL TREES AND SHRUBS SHALL BE STAKED FOR APPROVAL BY THE PROJECT LANDSCAPE ARCHITECT OR EQUAL. 9. ALL PLANTS SHALL BE SPRAYED WITH AN ANTIDES51CANT WITHIN 24 HOURS AFTER PLANTING. IN TEMPERATE ZONES, ALL PLANTS SHALL BE SPRAYED WITH AN ANTIDE551CANT AT THE BEGINNING OF THEIR FIRST WINTER. 10. ALL PLANTS SHALL BE INSTALLED AS PER DETAILS AND THE CONTRACT SPECIFICATIONS. 11. ALL PLANTS AND STAKES SHALL BE SET PLUMB UNLESS OTHERWISE SPECIFIED. 12. THE LANDSCAPE CONTRACTOR SHALL PROVIDE FILL AS PER THE CONTRACT SPECIFICATIONS. 13. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE. DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED WEEKLY, IF NECESSARY, DURING THE FIRST GROWING SEASON. 14. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR ADDI AL REQUIREMENTS. 15. THE LANDSCAPE CONTRA l FER TO THE PLANT L15T FOR SEASONAL REQUIR SIREi1•D &/TO THE TIME OF PLANTING. V C City80. 5 Z005 Spming 'D' Rau 'A' Numb- of PI-t• Arse Unit 6' O.C. 5.2' 4.41 1 50. FT. a" O.C. 6.4a' 2.6 10' o.L. a.bv L" 12' O.C. 10.4' 1.15 IS' O.G. 13.& 7.35 I$' O.L. 15.6' 5.12 10 W. FT. 24' O.C. 200 2AI so. O.C. 26.0' 1.55 36, O.C. 30.0' 1.25 4' O.C. 7.25 100 50. FT. 5' O.G. 4.3$' 4.61 b' O.L. 5.7 3.2 e' o.C. 6.93' 6 10' O.G. b.". 1.16 12' O.G. 10.4' a 15' O.C. 13.0' 5 1000 50. FT. 20' O.C. 17.3' 2.58 ZV O.L. 2'1v 1.95 3a O.C. 26.0' 1.2q 40' O.C. 34.6' 7.22 110,000 50. FT. O.C. - ON CENTER FOR U5E WHEN PLANTS ARE 51 OWN EQUIDISTANT FROM EACH OTHER (A5 5HOWN) PLANT SPACING DETAIL PLANT SPACING CHART Boyfe and Associates REVISION$ landscape architects *'planning consultants " m b ..8/17/2005 O'Dell Parkway PUD N N 2.4 301 college street . Burlington • vermont • 05401 802 .658 .3555 htip:;Mvnx.tlboyh.com au . AS NOTED Landscape 8s Lighting Details 24' MOUNTING HEIGHT SEE LIGHTING SCHEDULE ON 55 FOR ORDERING INFO. 12' MOUNTING HEIGHT 4'-0" — 3/4" X 17" ANCHOR BOLT. FACE OF CURB I" DIAMETER PVC CONDUIT in REINFORCED CONCRETE FOUNDATION COMPACTED GRAVEL 3/4" X B'O" COPPER GROUND '"�+�.'• — ROD, CONNECT TO GROUND LUG IN POLE W/ #6 COPPER WIRE I UNDISTURBED OR COMPACTED SUBGRADE PARKING LOT LIGHT POLE 300 nts ANCHOR BOLTS, AS PROVIDED s a BY MANUFACTURER 0 I" DIAMETER PVC CONDUIT N j: REINFORCED CONCRETE FOUNDATION COMPACTED GRAVEL 3/4" X 0'0" COPPER GROUND ROD, CONNECT TO GROUND LUG IN POLE _ W/ #6 COPPER WIRE 12" 12" UNDISTURBED OR COMPACTED SUBGRADE 2 BOLLARD LIGHT DETAIL 300 nts PEDESTRIAN LIGHT POLE nts CENTER WALL CAP BETWEEN WALL UNITS - LEAVE 1 1/2" OVERHANG, SECURE TO TOP COURSE WITH CONSTRUCTION ADHESIVE SEE LIGHTING SCHEDULE ON 55 FOR ORDERING INFO. —EDG F IDEWALK ANCHOR BOLTS, AS PROVIDED BY MANUFACTURER V DIAMETER PVC CONDUIT REINFORCED CONCRETE FOUNDATION COMPACTED GRAVEL 3/4" X 0'0" COPPER GROUND ROD, CONNECT TO GROUND LUG IN POLE W/ #6 COPPER WIRE UNDISTURBED OR COMPACTED SUBGRADE (SEE PLAN) 3/4" 12" MIN. BACKFILL AND COMPACT ALL CAVITIES AROUND EACH UNIT AND A MIN. OF 12" MIN. 6" DEPTH BEHIND ALL UNITS WITH 3/4" BELOW GRADE VARIES CRUSHED GRAVEL AFTER EACH COURSE 15 COMPLETE .e DRAIN TILE MIN. 6" COMPACTED GRAVEL FOOTING 2' UNDISTURBED OR COMPACTED MIN. SUB -BASE NOTES: WALL TYPE - ROCKWOOD, CLASSIC 6-, STRAIGHT COLOR - NATURAL GREY CIVIL ENGINEER TO SPECIFY GEOGRID REINFORCEMENT AND PLACEMENT RETAINING WALL DETAIL 1/2" - 1'-0" #4 12", O.C. E.W. i11 #4 P NOSING (TYP.) SIDEWALK - SEE '216.80 CIVIL DWG'S 04 @ 18" O.C. L 0" x 30" HOOK) #4 P 18" O.G. (0" X 90" HOOK) 5' 4' (2) #4 CONT. (Td6) (2) #4 CONT.� FARRELL STREET STAIR DETAIL 1/2, - 11-0" 1 1/2" GALV. STEEL PIPE PAINTED BLACK ON 51TE— (SEE SPECIFICATION) HANDRAILS TO MEET ADA— REQUIREMENTS FOR APPROVALS ONLY NOT FOR CONSTRUCTION DRILL AND EPDXY #4 12" O.C. E.W. R4 1/2" TYP. ---I— THICKEN SLAB ON WALKS TO A MIN. OF 10" TO RECIEVE HANDRAIL (SEE CIVIL FOR TYP. SIDEWALK) HANDRAIL DETAIL (TYPICAL) 1/2" - I'-0" -2 BICYCLE RACK DETAIL 1/2' - 0-0" I' TREAD 1/2" SETBACK RI/2" 1/8" WASH NOSE 6" R15ER ... G a CORE DRILL AND SECURE RAILING WITH 3„ NON -EXPANSIVE GROUT a. < V. RF cFi c� qUG p 4 11 . ofs s< RIBBON® RACK - 7 BICYCLE RACK• OR APPROVED EQUAL (GALVANIZED FINISH)' SURFACE FLANGE MOUNT WITH (4) GALVANIZED BOLTS SIZED PER MANUFACTURERS SPECIFICATIONS CONCRETE PAD, SEE CIVIL DWG NOTE HOLD BIKE RACK 30" OFF EASTERN EDGE OF CONCRETE T. J. Boyle and Associates Rmkl"m ow landscape architects . planning consuttaMs 6/17/2005 - O'Dell Parkway PUD N N 2.5 301collegesUeef.burlington.vermont.05401 saz.sse.a�ss nllp:rrv,,•.w.pnoyl•.com . AS NOTED Landscape & Lighting Details EAST ELEVATION SCALE: 1/8" = 1'-0" NORTH ELEVATION SCALE: 1/18" = 1'-O" 1 Ims � mm', 11711 I iW, 1017 �1--t RECEIVE® AUG 0 5 2005 08.OL05 FOR OWNER REVIEW 07. 7.05 _ FOR OWNER REVIEW _05_ _ 04 07,20.05 FOR OWNER REVIEW 03 07,19.05 FOR COORDINATION 02 07.14.05 FOR OWNERS APPROVAL 01 OATF DESCRIPTION REV. NOT FOR CONSTRUCTION Le na y,- " :P,1 210, College Street Suite 300 Burlington, V—t 05401, USA Telephone: (802) 864-9696 F. (802) 864-9676 1000. de h G-heliere West. Mcotreol, Ru . H3B 05 Telephone: (514) 932-6697 Fox (514) 935-8137 Imemet : Wwa.iemey-youYaLc- PROJECT SENIORS' HOUSING DRA N�VI G TRLE -- -- ELEVATIONS PROJECT MANAGER E. JUTRAS PROJECT NUMBER ALE NAME 04-1159 ELEVATIONS 7.21 SCALE DATE 1/8" = 1'-0" July 28, 2005 DRAWING NUMBER n _ 7 O O REVISION /—� O1 Q 200s LEMnYaYOUCF.I WEST ELEVATION SCALE: 1/8" = 1'-0" I SOUTH ELEVATION SCALE: 1/8" = 1'-0" I , Q x006 LFIMY+Y(NINEl I I I I I 1 I i I ! AUG o 5 200_, City of So. Burlington OB.O1.05 FOR_UWNER_R_EVIEW OS 07_I 05 FOH OWNER HLVIEW U4 07.20.05 FOR OWNER REVIEW _ _ 03 _ _ 07.19.05 FOR COORDINATION _ 02 0114,1S _ _ _FO_R OWNERS APPROVAL_ _ _07 _ DESCRIPTION j.REV. NOT FOR CONSTRUCTION 210, Cdlege Street Suite 300 NffxxgWN Vermont 05QI, USA Telephone: 802) 864-9696 Fax: 802) 864-9676 1000, de M Cauchek. West Maedreal, Quebec II3B 05 Telepl, n (514) 932-07 Fax: (514) 935-8137 Internet: mkmayywmtwm PROJECT _. SENIORS' HOUSING ORA'WINC TNLE ELEVATIONS PROJECT MANAGER E. AFTRAS PROJECT NUMBER FlLE NAME 04-1159 ELEVATIONS 7.28.05.dwg SCALE DATE 1/8" = 1'-0" July 28, 2005 DRAWING NUMBER - O I REWS 01 07.27.05 FOR OWNER REVIEW 04 07.20.05 FOR OWNER REVIEW 03 07.19.05 FOR COORDINATION 02 07.14.05 FOR OWNERS APPROVAL _ 01 DATE DESCRIPTION RfV. Architecture NOT FOR CONSTRUCTION Inlerlors Resorts 210, College Street Suite 300 Burlington, Vermont 05401, USA lelephone: 802) 864-9696 Far: ((802) W-9676 1000, de to Gauche0are West, Montreal, Ouebec H3B 05 Tdepbve: (514) 932-6897 Fax: (514) 935-8137 Internet : www.lemay—youkel.mm PI20JECf SENIORS' HOUSING DRAWING i111F GARAGE FLOOR PLAN PROJECT MANAGER E.JUTRFS PROJECT NUMBER FILE NAME 04.1159 PLANS 7.25.05.dwg SCALE DATE 118" =1'-7 July 27, 2005 DRAWING NUMBER REVISION A-300 D1 i WWLI 0 ON wMiN WA INS OR IN -ilk"N m IN 4 SIS NW ' T. J. Boyle and Associates CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 January 9, 2008 Kim Drury, Controller Wright & Morrissey, Inc. 99 Swift Street, Suite 100 South Burlington, VT 05403 Re: Bond #LPM 8320043 — O'Dell Parkway Recreation Path Bond #LPM 8320044 — O'Dell Parkway Landscaping Dear Ms. Drury: Principal: Wright & Morrissey, Inc. Notice is hereby given that the City of South Burlington releases Wright & Morrissey, Inc. (Principal) and Fidelity & Deposit Company of Maryland (Surety) in a certain Bond No. LPM8320043 and LPM 8320044 with expiration dates of January, 2008 whereas the __--jobs are_complete_and the bonds are no longer required as of _January 1, 2008, Since ay iondJ.Be air v Administrative Officer Page 1 of 3 ray From: Eric Farrell [efarrell@farrellrealestatevt.com] Sent: Monday, January 07, 2008 4:28 PM To: ray Subject: RE: License & Permit Bond renewals I believe the latter. Eric F. Farrell efarrell@faffellrealestatevt.com FARRELL REAL ESTATE Mailing: PO Box 1335, Burlington, VT 05402-1335 Physical: 875 Roosevelt Highway, Suite 120, Colchester, VT 05446 P: 802-861-3000 x12 F: 802-861-3003 C: 802-343-7055 From: ray [mailto:rbelair@sburl.com] Sent: Monday, January 07, 2008 4:23 PM To: Eric Farrell Subject: RE: License & Permit Bond renewals Hi Eric, Was the rec path bond for the part you constructed or is it for the part the City could build next to Kochman's property? Ray Belair Administrative Officer City of So. Burlington 802-846-4106 From: Eric Farrell [mailto:efarrell@farrellrealestatevt.com] Sent: Monday, January 07, 2008 4:19 PM To: Kim Drury Cc: ray Subject: RE: License & Permit Bond renewals Hi Ray, Bond LPM 8320044: You agreed to release this back in 2005, because Bruce Hoar confirmed at that time that it was no longer needed. I assume no additional inspection is required for you to sign a release. Bond LPM 8320043: This is for the Recreation Path, which does not involve plantings, so I assume you can release this without any inspection. Bond LPM 8320093: I agree this requires an inspection, so we will maintain this bond until May 1, 2008. 1 /8/2008 Page 2 of 3 Eric Eric F. Farrell efarrellfarrellrealestatevt. com FARRELL REAL ESTATE Mailing: PO Box 1335, Burlington, VT 05402-1335 Physical: 875 Roosevelt Highway, Suite 120, Colchester, VT 05446 P: 802-861-3000 x12 F: 802-861-3003 C: 802-343-7055 From: Kim Drury [mailto:kdrury@wmorrissey.com] Sent: Monday, January 07, 2008 4:05 PM To: Eric Farrell Subject: FW: License & Permit Bond renewals Eric — please see Ray's reply below... Please advise. Kim. From: ray [mailto:rbelair@sburl.com] Sent: Monday, January 07, 2008 3:56 PM To: Kim Drury Subject: RE: License & Permit Bond renewals Hi Kim, I can only release those bonds that have been in effect for 3 years and I have checked the landscaping to be sure that all the plants are in place and healthy. This is impossible to do in the winter. Can you remind me in the spring and so I can check the landscaping. Thanks. Ray Belair Administrative Officer City of So. Burlington 802-846-4106 From: Kim Drury [mailto:kdrury@wmorrissey.com] Sent: Monday, January 07, 2008 3:10 PM To: ray Cc: efarrell@farrellrealestatevt.com; Robin Faraone (Hickok & Boardman) Subject: License & Permit Bond renewals Hi Ray. I have been informed that 3 bonds that are up for renewal are no longer needed and can expire, but I need your sign off. Would you be able to print out the attachment on your letterhead and return to me at your earliest convenience? Please let me know if you do not agree with these terminations Thanks, Kim Drury, Controller 1/8/2008 Page 3 of 3 Wright & Morrissey, Inc. 99 Swift Street, Suite 100 South Burlington, VT 05403-7324 802-863-4541 ext. 27 802-865-1253 fax From: Faraone, Robin [mailto:RFaraone@hbinsurance.com] Sent: Wednesday, January 02, 2008 11:49 AM To: Steve Theriault Cc: Kim Drury Subject: License & Permit Bond renewals Hello Steve: It is time to renew or release the following License and Permit Bonds: LPM 8320093-Obligee:City's Edge Condominium, (O'Dell Pkwy PUD Lot 4) 409 Farrell St, S. Burlington This bond. can now expire.. 3 Year Landscaping Bond Bond Penalty Amt: $32,500. LPM 8320043-Obligee:City of South Burlington This bond can now_e_xpire. Lake Champlain Housing O'Dell Pkwy Recreation Path Bond Bond Penalty Amt: $5,000 LPM 8320044-Obligee: City of South Burlington Ray_Belair agreed back in 2005 that this bond was no_lo_nger reduired,_so if, it still exists, Let it expire. 3 Year Landscaping Bond -O'Dell Parkway Bond Penalty Amount: $31,658 Please let me know if OK to renew or if you want to terminate we would need a formal Release from the Obligee. If you have any questions please don't hesitate to contact me. Robin Faraone, CLCS HICKOK & BOARDMAN, INC. 346 SHELBURNE RD. P. O. Box 1064 BURLINGTON, VT 05401 802-658-3500 ExT:1663 FAx: 802-658-0541 daraone&hb nsurance.com Visit us on the web at www hbinsuran_ce com CONFIDENTIALITY NOTICE ****** THIS E-MAIL, INCLUDING ANY ATTACHED FILES, MAY CONTAIN CONFIDENTIAL, PROPRIETARY AND/OR PRIVILEGED INFORMATION FOR THE SOLE USE OF THE INTENDED RECIPIENT(S). ANY REVIEW, USE, DISTRIBUTION, COPY OR DISCLOSURE BY OTHERS IS STRICTLY PROHIBITED. IF YOU ARE NOT THE INTENDED RECIPIENT (OR AUTHORIZED TO RECEIVE INFORMATION FOR THE RECIPIENT), PLEASE CONTACT THE SENDER AND DELETE ALL COPIES OF THIS MESSAGE. 1 /8/2008 Fidelity and Deposit Company of Maryland axx� Home Office: P.O. Box 1227, Baltimore, MD 21203-1227 License and/or Permit Bond KNOW ALL MEN BY THESE PRESENTS: Bond No. 08320044 That -we, Wright & Morrissey, Inc. P.O. Box 421 Burlington, Vermont 05402 as Principal, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, incorporated under the laws of the State of Maryland, with principal office in Baltimore, Maryland, as Surety, are held and firmly bound unto The City of South Burlington South Burlin ton, Vermont 05403 , as Obligee, in penal sum of Thirty —One Thousand Six Hundred Fif tv—Eight -Dollars, lawful money of the United States, for which payment, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly, by these presents. WHEREAS, the above bounden Principal has obtained or is about to obtain from the said Obligee a license or permit for Street Landscaping ; and the term of said license or permit is as indicated opposite the block checked below: ® Beginning the 4th day of January 2002 and ending the 4th day of January 2005 ❑ Continuous, beginning the day of WHEREAS, the Principal is required by law to file with The City of South Burlington a bond for the above indicated term and conditioned as hereinafter set forth. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the above bounden Principal as such licensee or permittee shall indemnify said Obligee against all loss, costs, expenses or damage to it caused by said Principal's non-compliance with or breach of any laws, statutes, ordinances, rules or regulations pertaining to such license or permit issued to the Principal, which said breach or non-compliance shall occur during the term of this bond, then this obligation shall be void, otherwise to remain in full force and effect. PROVIDED, that if this bond is for a fixed term, it may be continued by Certificate executed by the Surety hereon; and PROVIDED FURTHER, that regardless of the number of years this bond shall continue or be continued in force and of the number of.premiums that shall be payable or paid the Surety shall not be liable hereunder for a larger amount, in the aggregate, than the amount of this bond, and PROVIDED FURTHER, that if this is a continuous bond and the Surety shall so elect, this bond maybe cancelled by the Surety as to subsequent liability by giving thirty (30) days notice in writing to said Obligee. Signed, sealed and dated the 4th day of January 2002 Stephen T. Theriault, V.P. Principal By FIDELITY AND DEPOSIT COMPANY OF MARYLAND By LPM90000ZZ080lf Scott F. Boardman , Attorney -in -Fact Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND HOME OFFICE: 3910 KESWICK ROAD, BALTIMORE, MD 21211 KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By -Laws of said Company, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, does hereby nominate, constitute and appoint Scott F. BOARDMAN, Paul E. PLUNKETT, D. ichael BOARPMAN, I. Munn BOARDMAN, III, Richard S. SMITH and Brenda SCHILL, all of Burlington, Ver EACH o e and lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as s d as its d deed: any and all bonds and undertakings and the execution of such bonds or undertakings in p of thes nts, shall be as binding upon said Company, as fully and amply, to all intents and purposes, as if th been d cuted and acknowledged by the regularly elected officers of the Company at its office in Baltimore in their roper persons. This power of attorney revokes that issued on behalf of Scott F. BOARDMAN, P UNKET Michael BOARDMAN, 1. Munn BOARDMAN, III, Richard S. SMITH, and Brenda SHILL, dated r 241 N The said Assistant Secretary does hereby ce at the exlt sleet_ forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By -Laws of said Company now in f IN WITNESS WHEREOF, the said �-Preside M Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the 4414 IDELI D DEPOSIT COMPANY OF MARYLAND, this 27th day of November A.D. 2001. 0 ATTEST: O� FIDELITY AND DEPOSIT COMPANY OF MARYLAND 'ro uEPas� �� ✓ lElO t 4'rnna �� By. T. E. Smith Assistant Secretary Paul C. Rogers Vice President State of Maryland County of Harford ss: On this 27th day of November, A.D. 2001, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly swom, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. A. a NOTARY PUBOC y �9FQ9D co Patricia A. Trombetti Notary Public My Commission Expires: October 9, 2002 POA-F 063-8076A EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the Vice -President who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorized by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2, of the By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 1 Oth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company, this 4th day of January , 2002 Assistant Secretary Fidelity and Deposit Company of Maryland SVW Home Office: P.O. Box 1227, Baltimore, MD 21203-1227 License and/or Permit Bond Bond No. 08320043 KNOW ALL MEN BY THESE PRESENTS: Thatwe, Wright & Morrissey, Inc. P.O. Box 421 Burlington, VT 05402 as Principal, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, incorporated under the laws of the State of Maryland, with principal office in Baltimore, Maryland, as Surety, are held and firmly bound unto The Citv of South Burlington South Burlington, Vermont 05403 ,as Obligee, inpenal sumof Five Thousand ---------------------------------------------------Dollars lawful money of the United States, for which payment, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly, by these presents. WHEREAS, the above bounden Principal has obtained or is about to obtain from the said Obligee a license or permit for Recreation Path Bond opposite the block checked below: ® Beginning the 4th day of Janua ending the 4th day of January ❑ Continuous, beginning the ; and the term of said license or permit is as indicated of 2002 and 2005 WHEREAS, the Principal is required bylaw to file with The City of South Burlington a bond for the above indicated term and conditioned as hereinafter set forth. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the above bounden Principal as such licensee or permittee shall indemnify said Obligee against all loss, costs, expenses or damage to it caused by said Principal's non-compliance with or breach of any laws, statutes, ordinances, riles or regulations pertaining to such license or permit issued to the Principal, which said breach or non-compliance shall occur during the term of this bond, then this obligation shall be void, otherwise to remain in full force and effect. PROVIDED, that if this bond is for a fixed term, it may be continued by Certificate executed by the Surety hereon; and PROVIDED FURTHER, that regardless of the number of years this bond shall continue or be continued in force and of the number of.premiums that shall be payable or paid the Surety shall not be liable hereunder for a larger amount, in the aggregate, than the amount of this bond, and PROVIDED FURTHER, that if this is a continuous bond and the Surety shall so elect, this bond maybe cancelled by the Surety as to subsequent liability by. —giving thirty (30) days notice in writing to said Obligee. Signed, sealed and dated the 4th day of January 2002 St ep_h_en T Theriaul, , V.P. Principal By FIDELITY AND DEPOSIT COMP OF MARYLAND By LPM9000ozz0801f Scott F. Boardman Attorney -in -Fact Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND HOME OFFICE: 3910 KESWICK ROAD, BALTIMORE, MD 21211 KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By -Laws of said Company, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, does hereby nominate, constitute and appoint Scott F. BOARDMAN, Paul E. PLUNKETT, D.Michael BOA"MAN, I. Munn BOARDMAN, III, Richard S. SMITH and Brenda SCHILL, all of Burlin/ha tonVer EACH o e and lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on itsd as its d deed: any and all bonds and undertakings and the execution of such bonds or undertakinof thes nts, shall be as binding upon said Company, as fully and amply, to all intents and purposes, n d cuted and acknowledged by the regularly elected officers of the Company at its office in Baltiir roper persons. This power of attorney revokes that issued on behalf of Scott F. BOARDMAN,Michael BOARDMAN, 1. Munn BOARDMAN, III, Richard S. SMITH, and Brenda SHILL, dated The said Assistant Secretary does hereby ce at the ext sleet_ forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By -Laws of said Company now in f IN WITNESS WHEREOF, the sai �-Preside Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the IDELI D DEPOSIT COMPANY OF MARYLAND, this 27th day of November, A.D. 2001. 0 ATTEST: O� FIDELITY AND DEPOSIT COMPANY OF MARYLAND J r�� By: T. E. Smith Assistant Secretary Paul C. Rogers Vice President State of Maryland County of Harford ss: On this 27th day of November, A.D. 2001, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. A. TRo�� a NOTARY s PUBLIC a 0fln Patricia A. Trombetti Notary Public My Commission Expires: October 9, 2002 POA-F 063-8076A EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the Vice -President who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorized by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2, of the By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company this 4th day of January 1 2002 ob(4� Assistant Secretary Fidelity and Deposit Company of Maryland Home Office: P.O. Box 1227, Baltimore, MD 21203-1227 License and/or Permit Bond KNOW ALL MEN BY THESE PRESENTS: Bond No. os320045 That -we, , Wright & Morrissey, Inc. P.O. Box 421 Burlington, Vermont 05402 as Principal, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, incorporated under the laws of the State of Maryland, with principal office in Baltimore, Maryland, as Surety, are held and firmly bound unto The City of South Burlington South Burlington, Vermont 05403 as Obligee, inpenal sumof One Hundred Thirty —Two Thousand, Eight Hundred Seventy —Five ----- Dollars, lawful money of the United States, for which payment, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly, by these presents. WHEREAS, the above bounden Principal has obtained or is about to obtain from the said Obligee a license or permit for Landscaping and the term of said license or permit is as indicated opposite the block checked below: ® Beginning the 4th day of January 2002 and ending the 4th day of January 2005 ❑ Continuous, beginning the day of WHEREAS, the Principal is required bylaw to file with The City of South Burlington a bond for the above indicated term and conditioned as hereinafter set forth. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the above bounden Principal as such licensee or permittee shall indemnify said Obligee against all loss, costs, expenses or damage to it caused by said Principal's non-compliance with or breach of any laws, statutes, ordinances, rules or regulations pertaining to such license or permit issued to the Principal, which said breach or non-compliance shall occur during the term of this bond, then this obligation shall be void, otherwise to remain in full force and effect. PROVIDED, that if this bond is for a fixed term, it may be continued by Certificate executed by the Surety hereon; and PROVIDED FURTHER, that regardless of the number of years this bond shall continue or be continued in force and of the number of.premiums that shall be payable or paid the Surety shall not be liable hereunder for a larger amount, in the aggregate, than the amount of this bond, and PROVIDED FURTHER, that if this is a continuous bond and the Surety shall so elect, this bond maybe cancelled by the Surety as to subsequent liability by _giving thirty (30) days notice in writing to said Obligee. Signed, sealed and dated the 4th day of January 2002 z� Stephen T. Theria t, V.P. Principal By _ FIDELITY AND DEPOSIT CO ANY OF MARYLAND By LPM90000ZZ0801f Scott F. Boardman Attorney -in -Fact Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND HOME OFFICE: 3910 KESWICK ROAD, BALTIMORE, MD 21211 KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary, in pursuance of authority granted by Article Vl, Section 2, of the By -Laws of said Company, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, does hereby nominate, constitute and appoint Scott F. BOARDMAN, Paul E. PLUNKETT, D. ichae1 BOA MAN, I. Munn BOARDMAN, III, Richard S. SMITH and Brenda SCHILL, all of Burlington, Ver EACH o e and lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as s d as its d deed: any and all bonds and undertakings and the execution of such bonds or undertakings in pu of thes nts, shall be as binding upon said Company, as fully and amply, to all intents and purposes, as if th been d cuted and acknowledged by the regularly elected officers of the Company at its office in Baltimore in their roper persons. This power of attorney revokes that issued on behalf of Scott F. BOARDMAN, P UNKET Michael BOARDMAN, I. Munn BOARDMAN, III, Richard S. SMITH, and Brenda SHILL, dated r 24, 20Q The said Assistant Secretary does hereby ce at the ex sleet forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By -Laws of said Company now in f IN WITNESS WHEREOF, the said �-Preside Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of theD DEPOSIT COMPANY OF MARYLAND, this 27th day of November A.D.2001. � o ATTEST: O� FIDELITY AND DEPOSIT COMPANY OF MARYLAND 'gyp of P ps�l �� lice ? �MrV.l� � "4nar T /l B ` Y T. E. Smith Assistant Secretary Paul C. Rogers Vice President State of Maryland County of Harford ss: On this 27th day of November, A.D. 2001, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. �\V�P A. TRQ,yr� F n NOTARY PUBLIC �9F0RD Odd` Patricia A. Trombetti Notary Public My Commission Expires: October 9, 2002 POA-F 063-8076A EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the Vice -President who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorized by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2, of the By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 1 Oth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company this 4th day of January 2002 ob(Z&el� Assistant Secretary F&M DEVELOPMENT COMPANY, LLC P.O. Box 1335, Burlington, VT 05402 802-658-7400 fax 802-860-3594 Memo To: Ray Belair From: Eric Farrell Date: 6/ 9/ 05 Re: O'Dell Parkway PUD Here is a list of the bonds you and I agreed would satisfy the City's requirements going forward: 1. Street Opening - $71,830 (represents 10% of original cost), expires 1/6/06 (to be renewed for one additional year to 1/6/07 2. Recreation Path - $5,000; expires1/4/08 3. City's Edge - 409 Farrell Street — landscaping; $32,500 (actual planting cost); expires 1 /8/08 4. Eastwood Commons — 370 Farrell Street — landscaping; $62,000 (actual planting costs); expires 6/1/08 Here is a list of the bonds you and I agreed are no longer required and can expire (some already have). 1. Project Landscaping - $132,875 2. Mall Berm - $14,000 3. Street Landscaping - $31,658 (Bruce Hoar said he does not require). Going forward, we will provide landscaping bonds per building project, based on actual planting costs. Enclosures 1 U Fidelity and Deposit Company of Maryland 3910 Keswick Road Attn: Surety Service Center 5th Floor, Chesapeake Bldg. Baltimore, MD 21211 Telephone: 1-800-664-0939 NOTICE OF CANCELLATION May 12, 2005 City of South Burlington 575 Dorset St. South Burlington, VT 05403 Bond No. LPM8320045 The undersigned Surety upon a certain Landscaping Bond in your favor as follows: Principal: Wright & Morrissey, Inc. Bond No.: LPM 8320045 Amount of Coverage: $132,875 New Business Effective Date: January 4, 2002 hereby notifies you that it desires to cancel and does hereby cancel said bond as an entirety. Such cancellation will become effective thirty (30) days from the date of this notice. It shall be presumed that you received this letter within five (5) days of this notice. This notice is given to you in accordance with the cancellation provision in said bo contained. 1�—A I By: , Attorney -in -Fact Fidelity & Deposit Company of Maryland Surety Service Center EBJ ❑ Original to Obligee ❑ Principal's Copy ❑ Agent's Copy ❑ File Copy J310 Li E6!9 Fidelity and Deposit Company of Maryland Home Office: P.O. Box 1227, Baltimore, MD 21203-1227 ciEy License and/or Permit Bond KNOW ALL MEN BY THESE PRESENTS: Thatwe, Wright & Morrissey, Inc. P.O. Box 421 Burlington, VT 05402 as Principal, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, inc Maryland, with principal office in Baltimore, Maryland, as Surety, are held and fin, City's Edge Condominiums, 409 Farrell Street (O'Dell I ton, VT 05403 in penal sum of Thirty —Two Thousand Five Hundred and 00/ 100___� lawful money of the United States, for which payment, well and truly to be made, we administrators, successors and assigns, jointly and severally, firmly, by these presents. fo r Bond No. 08320093 of as Obligee, ,.UO) Dollars, _u ourselves, our heirs, executors, WHEREAS, the above bounden Principal has obtained or is about to obtain from the said Obligee a license or permit Landscaping and the term of said li opposite the block checked below: cerise or pernut is as indicated IR Beginning the 1st day of.. January 2005 and ending the 1st day of January 1 2008 ❑ Continuous, beginning the day of WHEREAS, the Principal is required by law to file with City's Edge Condominiums a bond for the above indicated term and conditioned as hereinafter set forth NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the above bounden Principal as such licensee or permittee shall indemnify said Obligee against all loss, costs, expenses or damage to it caused by said Principal's non-compliance with or breach of any laws, statutes, ordinances, rules or regulations pertaining to such license or pennit issued to the Principal, which said breach or non-compliance shall occur during the term of this bond, then this obligation shall be void, otherwise to remain in full force and effect. PROVIDED, that if this bond is for a fixed term, it may be continued by Certificate executed by the Surety hereon; and PROVIDED FURTHER, that regardless of the number of years this bond shall continue or be continued in force and of the number of premiums that shall be payable or paid the Surety shall not be liable hereunder for a larger amount, in the aggregate, than the amount of this bond, and PROVIDED FURTHER, that if this is a continuous bond and the Surety shall so elect, this bond maybe cancelled by the Surety as to subsequent liability by.giving thirty (30) days notice in writing to said Obligee. Signed, sealed and dated the 4th i Post -it® Fax Note 7671 Date3 '� US # of pages To ffh? V� E From Co./Dept. Co. Phone # Phone # Fax # Fax # day of March 2005 wright & Morri 8 y, Inc. Stephen T. heriault Principal M_ DEPOSIT COMPANY OF MARYJ✓AND . B_ '_Bptgn a Schill Attorney -in -Fact Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By -Laws of said Company, w ' set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof d s 94 'pate, constitute and appoint Scott F. BOARDMAN, Paul E. PLUNKETT, D. Michael BOftTft n MAN, III, Richard S. SMITH and Brenda SCHILL, all of Burlington, Vermo I a ttorney-in-Fact, to make, execute, seal and deliver, for, and on its beha its and all bonds and undertakings and the execution of such o ngs ' p e presents, shall be as binding upon said Company, as fully and amp] ti t een duly executed and acknowledged by the regularly elected of n i i ore, Md., in their own proper persons. This power of attorney revokes that issued of , Paul E. PLUNKETT, D. Michael BOARDMAN, I. Munn BOARDMAN, III, M renda SCHILL, dated November 27, 2001. The said Assistant r does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By -Laws of said Company, and is now in force. IN WITNESS WHEREOF, the said Vice -President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 17th day of March, A.D. 2003. ATTEST: 'gyp DEPpsfJ r T �'4w Y�lA State of Maryland I ss: City of Baltimore FIDELITY AND DEPOSIT COMPANY OF MARYLAND T. E. Smith Assistant Secretary By: Paul C. Rogers Vice President On this 17th day of March, A.D. 2003, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. Sandra Lynn Mooney Notary Public My Commission Expires: January 1, 2004 POA-F 063-8076A EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business. of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that the Vice -President who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorized by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2, of the By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the loth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company, this 4th day of March _, 2005 ou,.4� Assistant Secretary 9/21 /2004 O' DellParkway PUD Farrell Street South Burlington, Vermont Summary of Permits & Required Bonds Event Final Plat Approval Subject Matter Original project approval Road & parking modifications Building height, parkingA landscaping modifications Actual Landscaping Value LANDSCAPE BOND OTHER BOND Minimum Required Recreation Path Bond Date Ref. Number Provided Street Opening Bond Street Landscaping Bond Mall Berm Bond (cumulative total for entire PUD) (expiration date) (expiration date) (ex iration date) (expiration date) (expiration date) SD-00-43 9/19/00 181,500 132,875 132,875 718,342 31,658 5,000 Final Plat Amendment (1/4/05) (1/4/03) (1/4/05) (1/4/05) 9/25/01 50-01-48 Final Plat Amendment SD-01-51 11/6/01 14,000, (4/24/05) 4/24/02 Provided landscape bond for Go way Mall's side of common berm 6/18/02 Final Plat Amendment 5D-02-21 I Easement, street & minor building modifications 7/1/03 Phase One completed - 160 units on Lot 4; new road; landscape berms; utility infrastructure & stormwater retention pond (132,875) 7/26/03 New public street completed -reduced & extended Street Opening Bond 32,624 (1/4/04) 11/6/03 Final Plat Amendment SD-03-58 Change hotel to residential use on Lot 4 222,700 4,974,140 cost x 1.0 = 49,741 11/6/03 Final Plat Amendment SD-03-67 Change congregate housing to residential use on Lot 2 1/12/04 New public street acceptance riding - increased (10% x costs) & extended Street Opening Bond 71,830 (1/4/05) 3/16/04 Final Plat Amendment SD-04-13 Facade changes to residential building on Lot 4 6/17/04 Final Plat Amendment 50-04-36 Increase residential building on Lot 2 from 63 to 89 units; changes to Twin Oaks additions on Lot 8; boundary line adjustment between Lots 1 & 2 276,300 7,230,613 cost x 1.0% _ 72,306 CURRENT PROJECT STATUS,, 9/21/04 Current Construction on Lots 2 & 4 122,047 132,875 71,830 31,658 5,000 14,000 1/4/05 1/4/05 1/4/05 1/4/05 4/24/05 Mar-23-2004 02:52pm prom-REOSTONE 3028603534 T-313 P.002/004 F-7104 Fxdeliry and Deposit COmpanY of Maryland Hame Ctff'tM ce." P.O. Box 1227, Baltimore, G 21203-1227 License and/Or Permit Pond 13cnaN°. �8�ann4g KNOW ALL MEN BY 77-IES.E PRESENTS: That -we, Vri ht & Mcrrisse , Inc. P.O. Box 421 Burlington, Vermont 05402 as Pnncipal, and FIDEL= A2N`D DEPOSIT CON PA.T't!' OF MARiLAND, incorporated under the laws of ft State of Maryland. with principal office in Baltimore, PrSarylar4 as Surety, are held and fllrmly bound unto Me o th Bur in ton t:i B in ton Vermont 05405 as Obligee, in pats! sun of One Hundred. Thirty —Two Thousand, Eight Hundred sevnnt —Five----�allarr, lawful money of the United States, for which payment, well and truly to be made, we bind ourselves, our heirs, executors, ad&dnistrators, successots and assigns, jointly and severally, funtly, by these presorts, WHEREAS, the above bounden.Principel has obtained or is about to obtain from the said Obligee a license or permit ;For Landscaping opposite the block checked below. -and the rnrrm of said license or permit is as indicated ® Beginning the 4th day of January 2002— and esrdiag the --Aft— day of JarltLa 2005 [� Conbmous, beginning the day of 'WHF1tEAS, the Prirpal is required bylaw to file with The CitySouth Burlington a bond for the above indicated term and conditioned as hereinafter set forth. NOW, THEREFORE, T$E CONDMON OF 'I'HZS OBLIGATION IS as sucSUCH, That if the aoove bounden Principal h iicBnsee or perrniCtee sha13 indemnify said Obligee against all loss, costs, wonses or damage to it caused by said Fri=ipal's nan-cornpli.ance with or breach of airy laws, statutes, ordinaz ces, Hiles or regulations per2ining to such license or permit issued to the I'nnrfpal, Which said breacia or non-compliance shah occur dunng the term of this bond, thus tl+ie obligation shall be void, otherwise to rrrnain in fv7l form and effect. PROVIDED, that if this bond is for a fxcd term, it may be continued by C.ert4Cate executed by the Surety hereon; and PRONMED FURTIMP, that regardless of the number of years this bond shall continue or be continued in force and of the number of.premiums that shall be payable or paid the Surety shall not be liable hereunder for a largm amount, in the ggr gaze, than; the amotmt of this bond, and ?ROVI F.D FURTHER, that if this is a continuous bond and the Surety shall so elect, this bond maybe cancelled by tan Surety as to subsequent liability by giving thhty (30) days notice m writing to said Obligee. Signed, scaled and dated the 4th d23, of January 2002 Stephen T. T'heriaq} t, V.P. Prircipa? B}' FMFs,ITY ANTI) DEPOSIT CO A ,Pi' OF Z,4Al2tiZt1ND [Prvts�ooaoza80.ry Scott F. Hoardm.an rittorney-ln Faci , liar2S-2004 02:58= "-rom-RE)STONE 9028873594 T-?13 P.J�3h04 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND HOME OFFICE. 3910 KESWICK ROAD, BALTIMORE, MD 21211 KNOW ALL MEN By THESE FRF—','P--.NTS: That the FIDELITY AND DFPOSIT CompAmy 0.F J"L,.Ryj_ANr). corporation Of the Stale of Maryland, by PAUL C. ROGERS, Vice President, and T, E. SNUTH, Assistant $.-cretam purmance cf authority granted by Article V1, Section 2, of the By -Laws of said Company, which ire set forth on the rover side hereof and axe hereby cerrifled to be in faU force and effect on the date hereof does herebyrtorn?hate, constitute appoint Scott F. BOAREkAN, Paul E. PLL7WFTT, D. INDellael B0fJ &x '--TMAN, I. Nlutin BOARDMAIN, III, Rjahar S. SMITH and Brenda ALL, all of Burlington, Ver EACH, 'fie and agent and Attorney -in -Fact, i make, execute, seal and deliver, for, and on its behail'as 'ddccd. any and all bonds And undertakinc and the execution of such bonds or under-mkiras in UU of fqes Batts, shall be as binding upea saij fully and xznply, to V interim and purposes, as i-f.7 th been d uted and acknowledged by the regularly electe officers of the Company at its office iu Baltimore i1% the -IT roper persons. This power oi' artornry 7,evokes the issued on behalf ofScott F. BOA�JtDI�IkN, P ' b ` Michael BOARDMAN', L Nlurm, BOARDNJAT. III Richard S 3. SNUTH, and Brenda. SHILL. dated r 2a.20 The said Assistarit Secremry does hereby the '�t sit forth reversere on the reverse side hereof is true copy of Article vi Section 2, of the By -Laws of said Company now it fqFt�,' < IN WITNESS WHEREOP, the, sal esi 9[W Assistant Secretaryhave hereunto suoncribed their names an( affixed the Corporate Sft,l of the IDELID DEPOSIT CQjAPAXy OF MARYLA.'ND, this 2Xh day c November, A D. 2001. ATTEST: <2FIDELITY AND DEPOSIT COMPANY OF MARY[AND MILL. Z. Smith Ass tisfant Secrefa'?y A214i C ROg.21S Vice President SMIP. of Maryland 1 55'' County of Harford j On this 27th day of Noverriber, A.D_ 2001, before the subscriber, a Notary Public of the SLavt of Maryland, duly, commissioned and qualified, came PAUL C. ROOERS, Vice President, and T.E. SMITH, Assistant Sac-.cmry of f.,Ie FIDELITY AND DEPOSIT COWANTY OF \4ARYLAND, To me persmaty L-iown to be the individvals and ,.)ffjcers described in and who executed the preceding instnment, ,and they each a6Lriowledged the exczation of thc; Sar�jL, and beifla by me duly sworn, severally and each for himself d-eposeth wad sailb, that they art the said officers of the Company aforesaid, and that & sea[ affacd to the preceding instrument is the Corporate Seal of said Company, and thar the said CoTporateSeai and their signatures as such officers were duly afflxcd and subscribed to the said instrLimieat by the authority and direction of the said Carparadom UNT TESTIMONY WHEREOF, I have hereuato set my hand and affixed my Ofticial Seal The day and year first above 'ATiacn, 4T O�,AFRWY PUBLIC; Patricia ATrombetti My Commission Expires: October 9, 2002 POA-F 063-3J76A f4ar-23-2004 02:53;im From-REOSTONE 30286035A T-313 P.004/004 ;-704 I � EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARY'LAND "Article VF, Section 2. The Chairman of the Board., or the President, or any Executive Vice -President, or any of the Seeior Vice -Presidents or Vice -President✓ specially authorized so to do by the Board of Directors or by the Executive Committee, shalt have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to aathorixe auy person or persons to execute on behalf of the Company any bonds, undertaking, recogtni:, =s, stipulations, policies,, contracts, agreements, deeds, and releases and assignments of Judgements, decrees, mortgages and ins ircents in the nature of mortgages_and to affix the seal of the Company thtroto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY .AND DEPOSIT COMPANY OF MARYL.AND, do hereby certil=y that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do f itl_i er certify that the Vice. -President who executed the said Po,,aer of Attorney was one of the additional Vice -Presidents specially authorized by the Board of Directors to appoint any Attamey-in-Fast as provided in Article III, Section 2, of the By -Laws of the FI DELI'IY AND DEPOSIT C0114IPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following icsolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF lViA.i2.'kLAND at a meeting duly called and held on the l Oth day of May, 1990, RESOLVED: "'Chat the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vica-President, Secretary, or .Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid. and bi..uding upon *die Company with the saute force and effect as though manually affixed." IN TESTLNIONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company, this 4tla day of January _ 2002 r3.tSiStC>Rf SdtrSd¢ry Mar-23-2004 02:55pm From-REDSTONE 8028603594 T-314 P.002/004 F-705 " D Fidelity and De osit Cam an of M � � � a ryJand Home Office: P_0. Box 1227, Baltimore, MD 21203-1227 LIcense andlor Pertait BOmd Bdnd No. KNOW ALL MEN BY THESE PRESENTS: That'we Wri ht.& Morrissey, Inc- P.O, Sox 421 Burlington, Vermont 05402 as Principal, and FIDELITY AND DEPOSIT COMPANY OF yL;AND inrorparatcd under the laws of the State o ` Maryland, with principal office in Baltimore, Maryland, as Surety, axe held and firmly bormd unto The-CJty of South Burlington South 13urlin eon Vermont 05403 , as Obligee, in penal sum of One Hundred Thirty -Two Thousand, Eight hundred Seventy -Five ----dollars lawful money of the United States, for which payment, well and truly to be made, we bi.-j4 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly, by these presents. _ WBEUAS, the above bounden Principal has obtained or is about to obtain from the said Obligee a license or permit for Landscap:Lng opposite the block checked below. - and the term of said license or pern>it is as indicated XJ Beginning the 4th day of Januar 2002 and endixtg kite —.. 4th day o1 7$nuax _ 2005 ❑ Contilmous, beginning the day of ArH REAS, the Principal is regttiredby law to fi1C with The City of 3outlt _ Burlin�COri a bond for The above indicated term and conditioned as hereinafter set forth NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCI;I, That if the above bounden Principal as such licensee or pernairtce shall indemnify said Obligee against all loss, costs, expenses or damage to it Caused by Said Frincipal s non-compliance with or breach of any laws, statutes, ordinances, rules or reVauons pertaining to such license or permit issued to the Principal, which said breach or non-compliance shall occur during the term of this bond, then this obligation shall be void, otherwise to remain in full force and effect. PROVIDED, that if this bond is fora firmed term, it may be continued by Certificate executed by the Surety hereon; and PROVIDED FURTUER, that regardless of the number of years this bond shall continue or be continued in force and of the number of. preraiums that shall be payable or paid the Sarcty shall not be liable hereunder for a larger amount, in the aggregate, than the amount of this bond, and PROVIDER] FURTHER, that if this is a continuous bond and the Surety shall so elect, this bored maybe cancelled by the Surety as to subsequent liability by -giving thirty (30) days notice in writing to said Obligee. Signed, sealed and dated the 4th day of January 2002 Stephen T - Therm. t, V . P . Principal 1 FIDELITY AND DEPOSIT CO ANY Off' MAR.YLAND BY DIM9000OZZosolf Scott F- Boardman �?rtorney-rn-F�cr Mar-23-2004 02:55pm From-REDSTONE 8028603594 T-314 P.003/004 F-705 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND HOME OFFICE: 3910 KESWICK ROAD, BALTIMORE, MD 21211 KNOW ALL MEN BY TMSE PRESENTS. That the FIDELITY ANb DEPOSIT CQMPANy OF MARYLAND, corporation Of the State of Maryland, by PAUL C. ROGERS, trice President, and T. E. SMIT13, Assistant Secretary, pursuance of authority granted by Article 'Vi, Section 2, of the By -Laws of said Company, which are set forth on t to rever side hereof and are hereby certified to be in full force and effect on the date hereof, does hereby nominate, con: Chute a, appoint Scott F, BOARDMAN, Paul E. PLUNKETI,', D. -chnel BO MAN, I. Munn BOARDMAN, 111. Richaa S. SMITH and Arenda SCMLL, all of Burlington, 'V er EACH ' e and lawful agent and Attorney-i -i-Farr, make, execute, seal and deliver, for, and on its behalf as s d as its d deed: any and all bonds and u ndi .rtatkinl and the execution of such bonds or undertakings in p of thes nts, shall be as binding upon said Car ipany, ; fully and amply, to all intents and purposes, as if th been d cured and acknowledged by the regular, y electc officers of the Company at its office in Baltimore , in their roper persons. This power of attorney revokes t4 issued on behalf of Scott F_ BOARDMAN, P UNKE - MichaeI BOARDMAN, 1, Munn BOARDN (AN, f1 Richard S_ SMITH, and Brenda SHILL, dated r 24, 20 The said Assistant Secretary does hereby c at the ext set forth on the reverse side hereof is a true copy of Article V Section 2, ofthe By -Laws ofsaid Company now in f IN WITNESS WHEREOF, the said -Presid ai Assistant Secretary have hereunto subscribed their n2 mes an. affixed the Corporate Seal of the 4aE4 IDELI DEPOSIT COMPANY OF MARYLAND, this 27t1 da o November, A.D. 2001. Y a ATTEST. FIDELITY AND DEPOSIT COMPANY OF MARYLAND . r9l� „4 By_- T E, Smith Assistant Secretary Paul C Rogers Mire F residem State of Maryland County of Harford SS' On this 27th day of November, A.D. 2001, before the subscriber, a Notary Public of the State of Marylar d, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and T_ E. SMITH, Assistant Secretary of the FIDELITY AND DEPOSIT COWANX OF MARYLAND, to me personally ]Drown to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, an 3 being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company of rresaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and dire,:tion of the said Corporation_ iN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year firsi above written. NOTARY PUBLIC Co Patricia A. Trombetti Notary Public My Commission Expires- October 9, 200 ? RaA-F 063-8076A Isar-23-2004 02:55pm From-REDSTONE 1 8028603594 T-314 P.004/004 F-705 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLANp "Article VI, Section 2. The Chairman of the ]30ard, or the President, or any Executive Vice -President, ar any of the Senic r Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resider t Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or t, � authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulation<_ , policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments is _ the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do Further certify that the Vice -President who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorized by the Board of Directors to appoint any Attorney-iu-Fact as provided in Article Vl, Section 2, of the By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 1 Oth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Corripany, this 4t:h day of January 2002 Assistant Secretary Mar-23-2004 02:55pm From-REDSTONE $028603594 T-314 P.004/004 F-705 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI Section 2. The Chairman of the $oard, or the President, or any Executive Vice -President, or any of the Seux r __ Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Cornminee , shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resider t Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulation<_, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments b the nature of mortgages,...and to affix the seal of the Company thereto.,, CERTIFICATE 1, the undersigned, Assistant Secretary of the i~IDFLITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the dare of this certificate; and I do further certify that the Vice -President who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorized by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2, of the By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution, of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the I Oth day of May, 1990. RESOLVED; "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company, this 4t:h day of January 2002 .44sistant Secr¢t[try F & M Development Company, LLC P.O. Box 421 • Burlington, VT 05402-0421 802-863-4541phone 802-865-1253 fax To: Ray Belair Co: City of South Burlington From: Kim Drury Date: 1/12/2004 Re: O'Dell — Street Opening Bond CC: Eric Farrell ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Ray, Find enclosed a Rider to the 'Street Opening Bond' (LPM8320062) amending the limit from $32,624 to $72, 830 and renewing on 1/4/04. Feel free to call Eric with any question at 658-7400 ext. 25. Message Page 1 of 2 Ray Belair From: Eric Farrell [Farrelle@redstonevt.comj Sent: Wednesday, April 30, 2003 2:37 PM To: rbelair@sburf.com Subject: FW: Farrell Street Extension - City Bond Hi Ray, Let me know if this is enough. I could get W&M to write me a formal letter. Eric -----Original Message ----- From: John Gallagher[mailto:jgallagher@wmorrissey.com] Sent: Wednesday, April 30, 2003 12:40 PM To: Eric Farrell Subject: RE: Farrell Street Extension - City Bond ERIC — Per our last requisitions for payment, work left to complete on the City Streets is the imprinted crosswalks and pedestrian crossing signage. Values shown for this work are as follows: Farrell East Crosswalks $17,180.00 Farrell West Crosswalks $12,900.00 Pedestrian Crossing Signage $544.00 / TOTAL $30,624.00 c ✓ We are supposed to be first on the list for the imprinted crosswalks this season (as soon as asphalt plants open). Signage can be installed as soon as crosswalks are in place. -JG -----Original message ----- From: Eric Farrell[mailto:Farrelle@redstonevt.com] Sent: Tuesday, April 29, 2003 3:26 PM To: John Gallagher Subject: Hi John, Ray Belair called. Our Road Bond either expired or is about to expire. Please send me a letter detailing the items to be completed within the ROW (from old Farrell Street to Shelburne Road) and the value of each with a total. I will pass the letter on to Ray who will have the City Engineer ,review it. If they agree, we will have to provide a renewed Bond, only in that amount, for two years from the date the finish coat of paving was applied. Thanks, "`' lea 14--12L �i 7 C sl�� Eric Ua71 1> 7` 'J /1' �' y� i -7/_ > .S Eric F. Farrell vvs-7 �C4 &7 v C' v v Ci--�t efarrell@redstonevt r .com Ct>-5 --f e S�' Z f EI �' -C7 4/3 0/03 (AT4th 4C S�2q4 4� IMPACT & PERMIT FEES WORK SHEET Zoning Permit @ $5oo/SFD OR $350/MF unit Permit Recording Fee Sewer Impact Fee (#204) _ Bartlett Bay Plant: Airport Parkway Plant: School Impact Fee (#222) Recreation Impact Fee (#220) bedrooms x g.p.d. x $4.6o = J91A Road Impact Fee (#221) q1,5-6>, q ,/ Fire Protection Fee (#203) Dorset Street Waterline Fee (#230) Sewer Inspection Fee =F$ 5.00 Sewer Inspection Recording Fee = $10.00 Property Address: Property Owner: o_oS ,n,A 161 V7- 78 Post -it® Fax Note 7671 Date pagof To From Co./Dept. Co. Phone # Phone # Fax # Fax # 4 -4 SENIOR HOUSING PLANTING SCHEDULE 8/2/2005 Trees Qty. Code Common Name Size Sec Notes wholesale installed 6 ARE ACER rubrum'Embers' R ed Maple 2.5" cal. B&B $ 170.00 $ 2,550.00 1 AFAB ACER x. f. 'Autumn Blaze' Autmn Blaze Maple 2.5" cal. B&B $ 170.00 $ 425.00 4 AxC AMELANCHIER x'Cumulus' Cumulus Serviceberry 1 3/4" B&B $ 108.00 $ 1,080.00 8 AGB AMELANCHIER x grandiflora'Autumn Brilliance' Autumn Brilliance Serviceberry 7-8' Ht. B&B clump form $ 145.00 $ 2,900.00 6 BP BETULA papyrfera Paper Birch 12' Ht. B&B clump form $ 140.00 $ 2,100.00 13 GTS GLEDISTSIAt.i.'Sunburst' Sunburst Honeylocust 2.5" cal. B&B $ 145.00 $ 4,712.50 9 MCM MALUS 'Candy Mint' Candy Mint Sargent Crab 2.5" cal. B&B $ 153.00 $ 3,442.50 2 PRS PRUNUS sargentii Sargent Cherry 2.5" cal. B&B $ 165.00 $ 825.00 8 QR QUERCUS rubra Red Oak 2.5" cal. B&B $ 145.00 $ 2,900.00 6 SR SYRINGA reticulata Japanese True Lilac 2.5" cal. B&B $ 145.00 $ 2,175.00 sub -total $ 23,110.00 Shrubs Qty. Code Scientific Name Common Name Size Spec wholesale installed 2 AA ARONIA arbutifolia'Brilliantissima' Brilliant Red Chokeberry 5-6 Ht. B&B $ 55.00 $ 275.00 14 CA CONTONEASTER apiculata Cranberry Cotoneaster 18" #2 Cont. $ 18.00 $ 630.00 40 CAC CLETHRA alnifolia'Compacta' Compact Summersweet 5 gal. Cont. $ 28.00 $ 2,800.00 4 FSS FORSYTHIA suspenda sieboldi Siebold Weeping Forsythia 30" #3 Cont. $ 32.50 $ 325.00 1 HV HAMMELIS virginiana Witch Hazel 4' B&B $ 32.50 $ 81.25 3 JCP JUNIPERUS c. Pfitzeriana compacta Compact Pfitzer Juniper #5 Cont. $ 26.00 $ 195.00 15 JVGO JUNIPERUS virginia 'Grey owl' Grey Owl Juniper 18" #3 Cont. $ 13.25 $ 496.88 2 LB LINDERA benzoin Spicebush 5' Ht. B&B $ 45.00 $ 225.00 7 PFG POTENTILLAfruticosa'Goldfinger' GoldfingerPotentilla 18" #3 Cont. $ 14.50 $ 253.75 5 RAE RHODODENDRON 'Album Elegans' White Elegant Rhododendron 36" B&B $ 45.00 $ 562.50 8 RBN RHODODENDRON 'Boule de Neige" Boule de Neige Rhododendron 2.5-3" B&B $ 65.00 $ 1,300.00 3 RCA RHODODENDRON 'Catawbiense' White Catawba Rhododendron 30" B&B $ 35.00 $ 262.50 2 RRE RHODODENDRON'Roseam elegans' Roseum Elegans Rhododendron 30" B&B $ 35.00 $ 175.00 5 IRS RHODOTYPOS scandens Black Jetbead 24" #3 Cont. $ 17.25 $ 215.63 42 RR ROSA rugosa Rugosa Rosa 24" #3 Cont. 4' O.C. $ 11.50 $ 1,207.50 3 SS SPIREA nipponica'Snowmound' Snowmound spirea 30" B&B $ 16.25 $ 121.88 12 TMD TAXUS x m. 'Densiformis' Dense Yew 30" Ht. B&B $ 27.50 $ 825.00 12 TON THUJA occidentalis'Nigra' Dark American Arborvitae 5-6' Ht. B&B 3' O.C. $ 38.00 $ 1,140.00 4 VCC VIBURNUM carlesii'Cayuga' Cayuga Viburnum 30" B&B #2 Cont. $ 30.00 $ 300.00 sub -total $ 11,391.88 iroundcovers & Perrenials Qty. Code Scientific Name Common Name Size Spec wholesale installed Bulb Allowance Locations to be specified $ 600.00 Perennial Garden Allowance To be specified by Landscape Architeci $ 1,500.00 16 AFF ATHYRIUM filix-femina Lady Fern 1 gal. Cont. 24" O.C. $ 5.00 $ 200.00 52 HH HEMEROCALLIS` Daylily Mix 1 gal. Cont. 24" O.C. $ 4.50 $ 585.00 53 HM HOSTA+ Hosta Mix 1 gal. Cont. 24" O.C. $ 6.10 $ 808.25 71 MD IMICROBIOTAdecussata Russian Cypress 15-18" #3 Cont. 4' O.C.. $ 16.50 $ 2,928.75 35 PPD JPHLOX paniculata'David' David Garden Phlox 2 gal. Cont. 24" O.C. $ 5.35 $ 468.13 1168 PT 1PACHYSANDRAterminalis Pachysandra 2" Cell Cont. 8" O.C. $ 0.45 $ 1,314.00 23 SIC STEPHANANDRA incisa'Crispa' Cutleaf Stephanandra 15" #2 Cont. $ 12.00 $ 690.00 150 WT WALDSTEINIA ternata Barren Strawberry 2 Qt. #2 Cont. 15" O.C. $ 4.25 $ 1,593.75 ' Daylily mix to be equal quantities of Hemerocallis'Green Flutter','Happy Returns', and'Hyperion' + Hosta mix to be equal quantities of Hosta 'Undulata Variegata', 'Royal Standard', 'Gold Standard' sub -total $ 10,687.88 Total $ 45,189.75 L✓ 1' (i! � �, �' >� � --,-� L SSA e ^ � �ok MM LIGHTING VRB1 Round Bollard Single Function, Vandal -Resistant, Aluminum Shaft Type: VRB - Job: O'DELL PUD: CATHEDRAL SQUARE SENIOR HOUSING Catalog number: VRB1 / 5OPMH2O8 / BL-P Fixture Electrical Module Luminaire Finish (includes top cap and shaft) See page 2 1 Specifications Single Function Luminaire Aluminum Shaft 6" 42" 36' Light Center Height o: 1'/2' Anchor Bolt Projection '30' or 36' overall height available Consult Kim representative. Base Plan 1 $" DIA. 0 0 00 33/4' 5" DIA. Conduit Bolt Circle Opening rpvicinn 7/2n/n1 • . 1,1 Approvals: Date: 9/30/05 Page: 1 of 2 Top Cap: One piece aluminum casting 3/6' minimum thickness, secured to louvers by concealed alien screws in keyhole slots. For relamping access, allen screws do not require complete removal. Louvers: One piece aluminum casting with vertical support ribs at 901 intervals. Horizontal louver blades have a 13/a"depth, a 650 upward pitch and provide light source cutoff above horizontal. Louver casting is secured to shaft by four internal tie rods. Lamp Enclosure: One piece tempered molded glass with internal flutes and full gasketing at bottom edge. Socket: Porcelain medium base rated 4KV for H.I.D. and Incandescent. Fluorescent is plastic. Fixture Head: Allows flow -through ventilation around and above the lamp enclosure. Shaft: One piece extruded aluminum, .125' wall thickness with a heavy cast aluminum twist -lock anchor base concealed within the shaft. Concealed set screws lock shaft onto the cast anchor base. Ballast: High power factor for —20°F. starting, factory mounted to the anchor base and prewired. Wiring is supplied from the socket for field connection to the prewired ballast components. Anchor Bolts: Four 3/6' x 10' + 2' zinc plated L-hooks, each with two nuts, washers and a rigid pressed board template. Finish: Super TGIC thermoset polyester powder coat paint applied over a chromate conversion coating. Available colors are black, dark bronze, light gray, platinum silver, or white. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. Certification: UL Listed to U.S. and Canadian safety standards for wet locations. Fixture manufacturer shall employ a quality program that is certified to meet the ISO 9001 standard. CAUTION: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury. V Z001 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5610501211 VRB1 Round Bollard �® ors Single Function, Vandal -Resistant, Aluminum Shaft Mm LIGHTING revision 7/30/01 • vrb1.pdf Type: VRB Job: O'DELL PUD: CATHEDRAL SQUARE SENIOR HOUSING Page: 2 of 2 Standard Features Fixture I Cat. No. VR131 Single Function, Aluminum Shaft Electrical Module MH = Metal Halide HPS = High Pressure Sodium PL = Compact Fluorescent INC = Incandescent Lamp Lamp Line Watts Type Volts 70 M H 120 Finish Super TGIC thermoset polyester powder coat paint applied over a chromate conversion coating on fixture and shaft. Cat. Nos. for Electrical Modules available: ❑ 70HPS120 ❑ 100HPS120 ❑ 70MH120 I_J 100MH120 ❑ 70HPS208 ❑ 100HPS208 ❑ 70MH2O8 ❑ 100MH2O8 ❑ 70HPS240 ❑ 100HPS240 ❑ 70MH240 ❑ 10OMH240 ❑ 70HPS277 ❑ 100HPS277 ❑ 70MH277 ❑ 10OMH277 ❑ 70HPS347 ❑ 100HPS347 ❑ 70MH347 ❑ 10OMH347 Lamp E-17, Coated E-17, Coated ED-17, Coated ED-17, Coated Socket Medium Base Medium Base Medium Base Medium Base ANSI Ballast S-62 S-54 M-98 M-90 Type ❑ 42PL120' ❑ 100INC120 ❑ 42PL208' ❑ 42PL240' ❑ 42PL277' Lamp Compact Fluor. A21 Inside Frost Socket G24D-3 Medium Base 'Operates one 26, 32, or 42 watt lamp at 120 thru 277 volts (50-60 Hz). Color: Black Dark Bronze Light Gray Platinum Silver White 'Custom Color Cat. No.: m BL-P ❑ DB-P ❑ LG-P ❑ PS-P ❑ WH-P ❑ CC-P NOTE: Black and Dark Bronze colors will produce slightly less louver brightness than Light Gray or White. ' Custom colors subject to additional charges, minimum quantities and extended lead times. Consult representative. Custom color description: © 2001 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5610501211 Jv� KIM LIGHTING -17" Arm Mounted Curvilinear Cutoff revision 05/06/05 • cc] 7a.Ddf I ype: C4 Approvals: Job: O'DELL PUD: CATHEDRAL SQUARE SENIOR HOUSING Catalog number: 1A / CC17A4 1150PMH2O8/ BL-P / A-31 Mtg. Fixture Electrical Module Finish Options I I See pages 3-5 See page 2 Date: 9/30/05 Select pole from Kim Pole Catalog. If pole is provided by others indicate O.D. for arm fitting. Page: 1 of 6 Specifications 17" Diameter 70 to 175 Watt CC 17' DIA. (431.8 mm) J'3�I mm) H UBBELL Hubbell Lighting, Inc. 41/2" 14.3 mm) Arm Cross - Section Housing: Spun aluminum. (Rollformed linear reveals; CC: Three equally spaced reveals, 1/2' wide, separated by 112' ribs, 1/4' deep. CCS: One 1/4' groove, 1/4' deep.) Sidewalls have a maximum 1 ° of taper, and are free of welds or fasteners. A rollformed aluminum flange is hemmed into the bottom providing support for the reflector module. An internal aluminum casting provides for mounting of the electrical module plus reinforcing for side -arm mounting of the fixture. Lens Frame Assembly: One-piece cast aluminum lens frarne is attached to the housing by a zinc plated cold rolled steel hinge with a stainless steel pin. Closure is by one self -retained stainless steel screw. A stainless steel self-locking stop arm is provided to hold the lens frarne in the open position while servicing. A 3/6' thick clear flat tempered glass lens is fully gasketed by a one-piece extruded and vulcanized silicone gasket. Lens is retained in the frame by removable zinc plated steel clips. Standard Arm Mounting: Ann is one-piece extruded aluminum with internal bolt guides and fully radiussed top and bottom. Luminaire-to- pole attachment is by internal draw bolts, and includes a pole reinforcing plate with wire strain relief. Arm is circular cut to mate with specified round pole. Reflector Module: Specular Alzak" optical segments are rigidly mounted in a die-cast aluminum enclosure that attaches to the housing as a one-piece module. Reflectors are field rotatable in 90' increments. All sockets are factory prewired with a quick -disconnect plug for the ballast module. Wire penetrations to the socket are sealed by a silicone gasket to create a totally sealed optical chamber. The optical segments are positioned so that reflected light does not pass through the lamp arc tube. All reflectors are equipped with a medium base socket rated 4KV. Electrical Module: All electrical components are UL and CSA recognized, mounted on a single plate and factory prewired with quick -disconnect plugs. Module attaches inside housing using keyhole slots. All ballasts are high power factor with starting temperatures of 40°F. for HPS and —20°F. for MH lamp modes. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a Titanated Zirconium conversion coating; 5000 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available. CAUTION: Fixtures must be grounded in accordance with national, state and/or local electrical codes. Failure to do so may result in serious personal injury. Listings and Ratings UL cUL 1598 1 25C Ambient IP66 Rated CE I ISO9001:2000 FCO = Full Cut Off" (Flat Glass Lens Only) Dark Sky Legislation Compliant U 2005 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5601005126 4k / 17" Arm Mounted Curvilinear Cutoff KIM LIGHTING revision 05/06/05 » ccl7a.pdf Type: C4 Job: O'DELL PUD: CATHEDRAL SQUARE SENIOR HOUSING Page: 2 of 6 Standard Features Mounting Plan View: Wall Mount 3Y configuration is Im available for round poles % 0 only. jo 7 EPA: 0.9 1.8 1.6 2.5 2.5 2.8 -- Cat. No.: X 1A ❑ 2B ❑ 2L n 3T ❑ 3Y C7 4C [ J 1 W Fixture Horizontal Lamp Cat. No. designates CC/CCS � --- fixture and light distribution. CC See the Kim Site/Roadway G�) Optical Systems Catalog for CCS detailed information on reflector design and application. Light Distribution: Type II Type III Type IV Type V Full Cutoff Full Cutoff Full Cutoff Square Full Cutoff Cat. No.: ❑ CC17A2 L_] CC17A3 V CC17A4 l I CC17A5 1.1 CCS17A2 [_.] CCS17A3 El CCS17A4 I CCS17A5 © 2005 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5601005126 IdM LIGHTING 10111, Type: C4 Job: O'DELL PUD: CATHEDRAL SQUARE SENIOR HOUSING 6;;;� Standard Features Electrical Module HPS = High Pressure Sodium PMH = Pulse Start Metal Halide MH = Metal Halide Lamp Lamp Line Watts Type Volts 150 HIPS 277 NOTE: for lamp/ballast information outside of the U.S.A. and Canada, please consult your local Kim representative. / 17" Arm Mounted Curvilinear Cutoff revision 05/06/05 • ccl7a.odf Cat. Nos. for Electrical Modules available: 070HPS120 1-1100HPS120 C....I150HPS120 ❑ 70HPS208 1:1100HPS208 ❑ 150HPS208 11 70HPS240 71 100HPS240 0 150HPS240 ❑ 70HPS277 f J 100HPS277 ❑ 150HPS277 El 70HPS347 0 100HPS347 ❑ 150HPS347 Lam ED-17 ED-17 ED-17 Socket Medium Base Medium Base Medium Base ANSI Ballast S-62 S-54 S-55 Type Page: 3 of 6 ❑ 70PMH120 ❑ 100PMH120 ❑ 150PMH120 0 175MH120 70PMH2O8 ❑ 100PMH2O8 V 150PMH2O8 ❑ 175MH2O8 70PMH240 [......110OPMH240 C_..l150PMH240 1.1175MH240 ❑ 70PMH277 ❑ 100PMH277 ❑ 15OPMH277 LJ 175MH277 ❑ 70PMH347 ❑ 10OPMH347 ❑ 150PMH347 ❑ 175MH347 Lamp ED-17, Clear ED-17, Clear ED-17, Clear ED-17, Clear Socket Medium Base Medium Base Medium Base Medium Base ANSI Ballast M-143 M-140 M-142 M-57 Type Finish Color: Black Dark Bronze Light Gray Platinum Silver White 'Custom Color Super TGIC powder coat Cat. No.: it BL-P ❑ DB-P ❑ LG-P ❑ PS-P ❑WH-P ❑ CC-P paint over a Titanated Zirconium conversion 'Custom colors subject to additional charges, minimum quantities and extended lead times. coating. Consult representative. Custom color description: © 2005 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 - TEL: 626/968-5666 • FAX: 626/369-2695 5601005126 KIM LIGHTING / 17" Arm Mounted Curvilinear Cutoff revision 05/06/05 • ccl7a.pdf Type: C4 Job: O'DELL PUD: CATHEDRAL SQUARE SENIOR HOUSING Page: 4 of 6 Optional Features Wall Mounting Wall mounting for poured concrete walls only. 60 ° Cat. No. 1W Modified support. arm with side access hole for field Select from Mounting on splicing. Zinc electro- fated steel embedment bracket p g• p - — o " o ., page 2. for casting around a Junction Box, cover late for _ o Junction Box, finished to match the fixture. 81 x 6'H x 2'W. o. J-box (by others) Photocell Control Factory installed photocell inside housing with a fully Photocell Sensor Cat. No. (See right) gasketed sensor on the side wall. For multiple fixture ❑ No Option mountings, one fixture is supplied with a photocell to operate the others. =i Cat. No. Line Volts El Mounting (see 2) * * N S 1 A, 1 W A-30 120V page 2B QI A-31 208V *Fixture with photocell ❑ A-32 240V receptacle * S S sTs l ElA-33 277V s slave unit(s) � s ❑ A-35 347V 2L 3T, 3Y 4C Allowable wattage per fixture: 70-175W Convex Glass Lens The 3/6" thick clear convex tempered glass lens replaces -" Cat. No. El CGL the standard flat glass lens. Provides increased lens 3 „ 1 /a VJ No Option p presence and provides a subtle improvement in Z (A4.5 rrmi) uniformity where pole spacing is extreme. Increases - effectiveness of houseside shielding. Convex Glass Lens Polycarbonate Lens Clear UV stabilized convex polycarbonate replaces Cat. No. ❑ L17 standard flat glass lens, gasketed and integral with lens 13/, No Option frame. 144.5 m4 CAUTION: Use only when vandalism is anticipated to be high. Useful life is limited by UV discoloration from sunlight and metal halide lamps. Polycarbonate Lens © 2005 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5601005126 'pe, �, MM LIGHTING Type: C4 Job: O'DELL PUD: CATHEDRAL SQUARE SENIOR HOUSING L---=-- Optional Features Houseside Shield Cat. No. (See right) m No Option Vertical Slipfitter Mounts Cat. No. includes Mounting. Cat. No. (See right) V No Option Horizontal Slipfitter Mount Cat. No. ❑ HSF Z No Option 1 17" Arm Mounted Fixtures with the standard flat glass lens are available with stamped aluminum louvers that pass streetside light and block houseside light, and a black panel added to the reflector to reduce houseside reflections. Fixtures with the optional convex glass lens are available with a formed aluminum shield that passes streetside light and blocks houseside light, and a black panel added to the reflector to reduce houseside reflections. Note: Recommended for use with clear lamps only. Cat. No. ❑ HS ❑ HSC Curvilinear Cutoff revision 05/06/05 • cct 7a.pdf Page: 5 of 6 HS HSC for flat lens for convex lens or polycarbonate lens For use with Types II, III, or IV distributions only. For fixtures with optional convex glass lens or polycarbonate lens. Not for use with Type V light distributions. Allows fixture with standard support arm to be mounted to steel poles having a 2' pipe -size steel tenon (23/a' O.D. x 41/2' min. length). 4' round or square cast aluminum with flush cap, secured by four 3/s' stainless steel set point allen screws. Pole tenon must be field drilled at one set screw location to insure against fixture rotation. Finished to match fixture. NOTE: 3Y only available on round slipfitter. Vertical I— Slipfitter Pole with 2' pipe -size Mount tenon (by others) by Kim Cat. No. Cat. No. Mounting Configuration ❑ VSF-1A ❑ SVSF-1A 1 A - single arm mount ❑ VSF-213 a Stainless ® ❑ SVSF-2B 2B - 2 at 1801 ❑ VSF-2L steel set — ❑ SVSF-2L 2L - 2 at 900 ❑ VSF-3T screws • ❑ SVSF-3T 3T - 3 at 900 ❑ VSF-3Y 3Y - 3 at 120' ❑ VSF-4C Round Square ❑ SVSF-4C 4C - 4 at 900 Replaces standard mounting arm with a slipfitter which allows CC/CCS Arm Mount model to be mounted to a horizontal pole davit -arm with 2' pipe -size mounting end (23/8' O.D.). Cast aluminum clamp -type slipfitter with set screw anti -rotation lock. Bolts to housing from inside the electrical compartment using mounting holes for the standard support arm. Davit -arm must be field drilled at a set screw location to insure against fixture rotation. Finished to match fixture and arm. Horizontal Slipfitter Mount ZZ Davit -arm with 2' pipe -size / fixture mount (by others) 0 2005 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 6601005126 CCICCS 17" Arm Mounted Curvilinear Cutoff MM LIGHTING revision 05/06/05 • cc] 7a.pdf Type: C4 Job: O'DELL PUD: CATHEDRAL SQUARE SENIOR HOUSING Page: 6 of 6 Accent Reveals Cat. No. (See right) U No Option Optional Features (For CC series only) Three aluminum bands riveted inside the housing reveals. Available in five standard Kim powder coat finishes. Custom colors available. Accent Reveals Color: Black Dark Bronze Light Gray Platinum Silver White Custom Colors' Cat. No.: ❑ BL-REV ❑ DB-REV ❑ LG-REV ❑ PS -REV ❑ WH-REV ❑ CC -REV 'Custom colors subject to additional charges, minimum quantities and extended lead times. Consult representative. Custom color description: 2005 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 - FAX: 626/369-2695 5601005126 �ok IdM LIGHTING Type: 131 AND B2 Job: O'DELL PUD: CATHEDRAL SQUARE SENIOR HOUSING Catalog number: FM / BNS1 H2-H4 / 70MH2O8 / BL-P / A-31 / BBC Mtg. Fixture Electrical Module Finish Options I^- 11 See pages 4 - 5 See page 2 See page 3 Select pole from Kim Pole Catalog (PRA, KRS for NS). Omit for 1W Wall Mount. Specifications Horizontal Lamp 70 to 175 watt Medium Base Lamps 0i I_ 31 Vertical Lamp 70 to 200 watt Medium Base Lamps n4-_.. 3- 15 A11 %s' revision 5/27/02 • bns1.pdf Approvals: Date: 9/30/05 Page: 1 of 5 Hood and Lens Frame: Die-cast, low copper (less than .6%) aluminum alloyy hood and lens frame with stainless steel hinge. The hood is opened with a tool - less latch made of die-cast aluminum and stainless steel brackets. The hood is held open for relamping with a stainless steel wire self-locking stop arm. The 3/1s' thick clear flat or convex tempered glass lens seals against the reflector flange by a one-piece molded silicone gasket, to produce a fully sealed optical chamber. The underside of the hood is always painted white. Reflector Module: Specular Alzak® optical segments are rigidly mounted within an aluminum enclosure (die-cast for horizontal, spun for vertical) which attach to the hood as a one-piece module with four captive screws. The 4KV, medium base socket is factory prewired with a high temperature quick -disconnect plug. The wires pass through a silicone gasket to maintain sealed optical chamber integrity. Ballast Chamber: Die-cast, low copper (less than .6%) aluminum alloy flanges compress a ribbed extruded aluminum chamber. The die-cast aluminum cover is held with two captive stainless steel screws and a retaining wire is provided to secure the cover during installation or servicing. The four heavy wall extruded support rods are mechanically fastened to the The frame with stainless steel fasteners. The support rods are held in position through die-cast arms and mechanically fastened atthe bottom with a custom aluminum bolt. The electrical wiring is channeled through a support rod with an aluminum bushing. The die-cast cover is always painted reflective white. (Optional Black Ballast Cover). Mounted by one of the following pole attachment means: FM - Flush Mounting by means of an expansion device activated by a single bolt within the ballast compartment. Pole must have a plain -cut top. Standard pole size is 4' O.D. (Other pole adapter sizes available; contact Kim representative). PT - Pole Tenon mounting by means of a cast aluminum adapter containing four recessed 3/8' stainless steel allen head set screws. Pole must have a 2" pipe -size tenon (23/13' O.D. x 41/2' minimum length). Pole tenon must be field drilled at one set screw location to secure against fixture rotation. Electrical Module: All electrical components are UL and CSA recognized mounted on a single bracket and factory prewired to a main power disconnect plug. The power quick -disconnect plugs are glass -filled thermoplastic, self aligning, and rated for 10,000 matings. The male portion of the plug Is mounted to the ballast bracket and the female portion is mounted to the bottom die-cast flange section. Wires are supplied to reach the pole hand hole. Power to the ballast disconnects when the bracket is pulled out. All ballasts are high power factor with starting temperatures of -40°F for HIPS and -20°F for MH lamp modes. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a chromate conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. Certification: UL Listed to U.S. and Canadian safety standards for wet locations. Fixture manufacturer shall employ a quality program that is certified to meet ISO 9001 standard. CAUTION: Fixtures must be grounded in accordance with local codes or the National Electrical Code. Failure to do so may result in serious personal injury. 0 2002 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 - TEL: 626/968-5666 • FAX: 626/369-2695 5616102147 MM LIGHTING Bounce" revision 5/27/02 • bns1.pdf Type: 131 AND 132 Joky: O'DELL PUD: CATHEDRAL SQUARE SENIOR HOUSING Page: 2 of 5 Standard Features Mounting Fixture Cat. No. designates BNS1 and light distribution. See the Kim Site/Roadway Optical Systems Catalog for detailed information on reflector design and application. Plan View 7 7o EPA: 1.2 1.2 Cat. No: m FM Flush Mount ❑ PT Pole Tenon Mount Pole Top Requirements: 4" O.D. Poles only 2" Pipe -size Tenon (2`/6" O.D. x 41/2' min. length) 7::::� 7:::A EPA: 3.6 n/a Cat. No: ❑ 2SB Twin Mount ❑ 1W Wall Mount Pole Top Requirements: 4" or 5" O.D. Poles only n/a Horizontal Lamp Flat Glass Lens e�) Light Distribution: Type II Type III Type IV Type V Forward Throw Square Cat. No.: ❑ BNS1 H2 El BNS1 H3 ❑ BNS1 H4 ❑ BNS1 H5 Vertical Lamp Convex Glass Lens rti Light Distribution: Asymmetric Symmetric Square Cat. No.: ❑ BNS1 F3 ❑ BNS1 F5 0 2002 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5616102147 :CI LIGHTING Bounce" revision 5/27/02 « bns1.pdf Type: 131 AND B2 Job: O'DELL PUD: CATHEDRAL SQUARE SENIOR HOUSING Page: 3 of 5 Standard Features Electrical Module HPS = High Pressure Sodium Lamp Lamp Line MH = Metal Halide Watts Type Volts PMH = Pulse Start Metal Halide 100 HPS 277 Cat. Nos. for Electrical Modules available: 1_170HPS120 I f...._)100HPS120 1......1150HPS120 [_...1175PMH120' ❑ 70HPS208 111 00HPS208 ❑ 150HPS208 ❑ 175PMH2O8' ❑ 70HPS240 ❑ 100HPS240 ❑ 150HPS240 ❑ 175PMH240' ❑ 70HPS277 ❑ 100HPS277 ❑ 150HPS277 ❑ 175PMH277' ❑ 70HPS347 ❑ 100HPS347 ❑ 150HPS347 ❑ 175PMH347' Lam ED-17, Coated ED-17, Coated ED-17, Coated ED-17, Coated Socket Medium Base Medium Base Medium Base Medium Base ANSI Ballast S-62 S-54 S-55 M-137 Type ❑ 70MH120 11 100MH120 ❑ 150MH120 ❑ 175MH120 ❑ 200MH120' m 70MH2O8 ❑ 100MH2O8 ❑ 15OMH2O8 ❑ 175MH2O8 ❑ 20OMH2O8' ❑ 70MH240 ❑ 10OMH240 ❑ 15OMH240 ❑ 175MH240 ❑ 20OMH240' 1.....170MH277 C__l 100MH277 L-115OMH277 ❑ 175MH277 I-] 20OMH277' 0 70MH347 11100MH347 1:1 15OMH347 ❑ 175MH347 ❑ 200MH347' Lam ED-17, Coated ED-17, Coated ED-17, Coated ED-17, Coated ED-17, Coated Socket Medium Base Medium Base Medium Base Medium Base Medium Base ANSI Ballast M-98 M-90 M-102 M-57 M-136 Type ' NOTE: Not for use in horizontal lamp reflectors. Finish Super TGIC powder coat paint over chromate conversion coating. Color: Black Dark Bronze Light Gray Platinum Silver White 'Custom Color Cat. No.: V BL-P ❑ DB-P ❑ LG-P ❑ PS-P ❑ WH-P ❑ CC-P ' Custom colors subject to additional charges, minimum quantities and extended lead times. Consult representative. Custom color description: 2002 KIM LIGHTING INC. - P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 - TEL: 626/968-5666 - FAX: 626/369-2695 5616102147 �ok IdM LIGHTING BNSI Bounce'" revision 5/27/02 • bnsl.pdf Type: B1 AND 132 Job: O'DELL PUD: CATHEDRAL SQUARE SENIOR HOUSING Optional Features Wall Mounting Extruded aluminum arm is factory assembled, Cat. No. 1W with internal concealed draw bolts, to an Select from Mounting on Mountin Plate extruded aluminum fixture support riser and a 18" g page 2. cast aluminum wall cover plate. A cast 5112"r 9/16' m aluminuwall mounting plate pre -attaches to 4y4 I wall with bolts (by others). Fixture riser has a cast aluminum bottom cap. Wall cover plate has a removable cast aluminum cover for field 101/8, 83/4' splice access. Complete arm assembly can be 37W 111/2" I mounted before field splices are made. All .Iv L components are mechanically attached with 1 //4, 6V4' 23/4" no visible welds or fasteners. All wall components are finished to match fixture. Twin Mounting Two extruded aluminum arms are supplied G Cat. No. 2SB with internal concealed draw bolts for Select from Mounting on attachment to Kim 4" and 5" O.D. poles with 39" �191/2% page 2. predrilled mounting holes. Arms are 180' apart, supplied with an internal pole reinforcing plate with wire strain relief and an extruded aluminum riser for mounting FM (Flush Mount) fixtures only. A cast aluminum pole cap and matching riser cap are included, and all components are mechanically fastened to eliminate welds and visible fasteners. 371/2„ All components are finished to match fixture. Photocell Control Factory installed fully gasketed sensor mounted in the hood. Cat. No. (See right) EJ No Option Cat. No. Line Volts: Cat. No. Line Volts: Photocell ❑ A-30 120V ❑ A-33 277V Control [J A-31 208V ❑ A-35 347V L-] A-32 240V Convex Glass Lens The 3/16'thick clear convex tempered glass lens replaces the Cat. No. ❑ CGL standard flat glass lens in horizontal lamp fixtures. Provides Convex m No Option increased lens presence and provides a subtle improvement Glass Ir in uniformity where pole spacing is extreme. Lens NOTE: Convex lens is standard on all Vertical Lamp Optical Systems. Convex Polycarbonate Lens One piece vacuum formed, clear, UV stabilized convex Cat. No. ❑ CP polycarbonate, fully gasketed, replacing the standard IV Convex V No Option tempered flat or convex glass lens. Polycarbonate CAUTION: Use only when vandalism is anticipated to be Lens high. Useful life of lens is limited by UV discoloration from sunlight and metal halide lamps. v wuz rune uGti f ING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 FAX: 626/369-2695 5616102147 Bounce` KIM LIGHTING revision 5/27/02 e bns1.pdf Type: B1 AND B2 Job: ODELL PUD: CATHEDRAL SQUARE SENIOR HOUSING Page: 5 of 5 Optional Features Houseside Shield (Types II, III, IV - Asymmetric distributions only). Cat. No. (See right) The cutoff horizontal reflectors are available with 1L! No Option stamped aluminum louvers that pass streetside light and block houseside light, and a blackened panel added to the reflector to reduce houseside reflections. The vertical reflectors and horizontal reflectors with the optional convex lens are available with a formed aluminum shield that passes streetside light and blocks houseside light, and a blackened panel added to the HS HSC reflector to reduce houseside reflections. for flat lens for convex lens or Cat. No. polycarbonate lens ❑ HS Not for use with Type V (horizontal lamp) or symmetric (vertical lamp) light distributions. ❑ HSC For use with all fixtures with convex glass lens or polycarbonate lenses. Not for use with Type V or symmetric light distributions. Black Ballast Cover (For Full Cutoff distributions). Replaces reflective white ballast cover with black ballast Cat. No. Z BBC cover. For use in conjunction with black or dark bronze fixture finish and horizontal lamp ❑ No Option optics utilizing a flat lens only. Eliminates indirect under -hood illumination and horizontal light distribution, to produce a full cutoff light distribution. For use with Black or Dark Bronze fixtures only. Fusing High temperature fuse holders factory installed. Fuse is included. Cat. No. (See right) Line Volts: 120V 208V 240V 277V 347V > No Option Cat. No.: El SF U DF ❑ DF 11 SF [J SF 2002 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5616102147 Page 1 of 1 Ray Belair From: Mike Buscher [mike@tjboyle.com] Sent: Monday, February 27, 2006 5:33 PM To: 'Ray Belair' Cc: 'Mark'; 'Justin Dextradeur' Subject: RE: F&M Devevlopment projects on Farrell Street Attachments: Q T lighting cut sheets.pdf Hi Ray, I did not include any additional lights in the calculations for the exterior lighting plan produced from our office; however there are some additional fixtures at entrances and exits to the building that will add a minimal amount of light. We generally anticipate for this when designing the exterior lighting. The additional fixtures consist of recessed can lights in canopies at the main entrances of the eastern facade facing the parking, a can light within the canopy for the entrance adjacent to Farrell Street, and full cut-off wall lights above the remaining secondary entrances and the loading dock area. I was sent the cut sheets for those fixtures today and I am forwarding them in the attached PDF file. All of the building mounted fixtures will use 26watt quad tube compact fluorescent lamps. If there are any additional questions or comments, please let me know. Best regards Mike 2/28/2006 Submitted by Swaney Li htin Associates Inc Catalog Number: j"yg; -' Job Name: MI -A WS-D 'p)26-120EB BK Farrell Street Senior Housing r1 �C t s , Engineer: WV ENGINEERING Notes:: ' ' S[.A65-3101 Vandal Resistant H.J.D. CFL Wall Mount Wide Spread/Forward Throw Distribution — Fun Cu SPECIFICATIONS wor.— llw eght to rovian :he da:.igna umponenta of anY Product wilhaut notica. �tl: l I Catalog Number i) Sid � Il us, ?f0y-cVl_xalion TYGe Aporovw By-i�if -- • BACKPLATE—Castaiuminurr.. • BALLAST— For TT or DTT Fluorescent Electronic (EB) cold weather 0a is Standard. For HID HPF is Standard. High Temperature Electronic, Ballast for PL-H CFL operates from -30'' C up to 90' C max case • GASKE`nNG-- High temperature, non -aging black EPDM and/or neoprene rubber concealed in housing pocket anal enclosed by casMn drip shield and rear wire entrance hole to protect against outside contaminants • HOUSING-- Heavy wall cast aluminum i0h wire access On back through threaded 1r2" conduit size entrance holes -- Standard Finish In Bronze oven baked Polyester Powder Coat, Optional Glmv Throw (G1) front. • LAMP— HID, MEDIUM BASE High Pressure Sodium or Metal Halide (Recommend use of Venture UV Guard - or equal) as required; Compart Fluorescent: Double (DTr) or Triple TM, Tube 07) - BY OTHERS. PI--H Philips Compact Fluorascen:, (20,000 Hour Lamp Ule); Induction OL - INCLUDED. • LENS—, 187" thick Clear Tempered Glass (94) is Standard. Optioial .187" thick Clair PoNcarbonate (92) — See Options • LENS FASTENERS— Stainless steel tamperproof screws --(2) To secure lens in place • REFLECTCR— ,032 Prescription Spewlar aluminum for high efficiercy and reduce arc tube voltage rise. Forward -throw (FT) Or Wide Spread P%available, • SOCKET— 4 KV rated medium base porcelain With 16 gauge 200 degrees C -- SF-2 lead wires • UL/ULC--ULIULC IUsted to U.S, and Canadian safety standards - Suitable for wet locations New Philips PL-H Fluorescent Lamps " feature Higher Lumens and Longer Llfe -- -- f ( 1; a • 20,000 LIFE at 12 hr. start • 60 Watt so 40W Lumens j •a• r t' � ' • 65 Watt a 6000 Lumens ?ti " �f j'5 1 • 120 Watt = 9000 Lumens W Moonttne 0/1� +14 back Waw ll fi Compare9tt: urtxl�ers: 9l N a � +tj 57t: It Lamp Quantity 6 Wattage listed bek,w Dimensions - IN x H A D nwroacaM TT Fluorescent DTT fluoresce+, TTT Fluorescent PL-H Low Pressure Sodium High Pressure Sodium Metal Halide TO Metal Halide QL Hnducdon - --Up t0 100,000 HR Lamp Llfe lCE Inda010n- "UP to 100,000 HR Lamp Life Lnmuna uyxtam a WA1111W LD by C— Style A style B meem_r 8x:1.b- R,,,O,sd. Catalog Number Ordering Guide Example: M A FT - I1- - 120EBHT sERIEs J COLOR TEMrpryWCTK)N ONLY} [( . 4uls 5aHss SK °GJrK jC'U cdur lung STYLE ...1K * aDI>X ICU cNor lurYr ''� t!�uwrrlrJtU VOLTAGE . •.B,- � NdImA'. IUPIaM:ntaa n'aH=lrnlwi 12P'?' 120, Von. REFLECTOR ...a77.:- 2n Volt, i317 Volts FT:' PcrutTh,�"drtal4M OuAdvraW!da SFaad Gntm nEDU L;n&m!;12h2]7Vj BWctanac LAMP TYP€ awlmt Prow-n:abie stud i DS>':I _ Omble Thh ni]e jCuo�A POWER FAFTO.F.t :. (lain] A.P,,orSacmt .J?6;, 111—cvlo Dnlluat TT. +. THpk;xin,7-Corn;vr.1—asoant ERti{T''. EunmaT .Pnrntum ¢3o•to r00•C) PL•N PhHlfc ^ampaC Rnyoncorr. Elactmni Brasil Pra7,trrnmblu Sian NPS "0. Pw—`a Sedlull #PF LPS Lvv Pwssun Seolum .. FOpr. Puwar rat[arfor l-ND MH MrF,.-I FWlide HOUSING FiNts" OL IMuG;ar. Flueranarrditcl'dwiSi Flkura) BA BnA,llaa AFtaninua LAMP OUANr7TYANATTAGE aleck Branr ,^,lay —nr! RaJw ow to AbChan SQ, GR S;I•;e. Y1H . WhL Glow I1,- (GT) option style A; cii—f z 81 9206 OPTIONS a0 .125'N12 PPama:k S Pdycaryonnlo (A411.10W'I]Vr munfuna Baas] at ,755'K12 Pramatio rMYa+✓onn�ntulWH-100it75Vl moat Uau qla.+:# 92 .. ,1a1"User rZzoann-,tSs IM.H-10Nt'/SW moat �aS.;iwa oa ,187" C70?rinntatlr GllF::n' J was 94 Ph-1 Clam 1r , V +ad Glans iSla•,dal^.) MI . Ph-i _ 12, V 1F221 �.. phelclvi-.�'V BH ea11bl- ha SLTfaca Can:Vit EL•CPL . Fnrargs,r-y aol;ary for C.R. (Fain L-1- I M to (Mae DTT, fl)5)Vr T71; no PL-ij R-CW . CoWWIaiP. Eme;yore,e.,lery ELH-CR I"II-Ar-(1200) Elnerg.W Hillery roc CFL ep to MI M. Fi-HI FUS - Slrq{r F'lteiro,HID CNy) DFUS .. rXVhla FVaing "I ID CNN GT CJo- T:lfv!ighlhg. ORS .. C-11 RaY.aka RalaY t120V CVEn-- Lamp ay Orhma REL RemalaE rg—y Bamry+air CFL pip m(20M Tit; no Pl- i _ Cam' L-1 G W T I IV tea. -TM I 3245 W- 1VAJV"0E ST - SCfi1LL9--R PAFrW IL BOT76 �' -F 11\j (� - PH. 847-260-0= • FX: L147-260-0344 h t tp.Irwww, acfipsefigh tingirr c. com © 2005 Eclipse Lighting Inc. All Rights Reserved - Designs Protected oy Copyright Rey" 091051 AS-16 Job Name: Farrell Street Senior Housing Engineer: WV ENGINEERING PHU I UME'll-ff"IC DA C4 "I Y-' CP C u n., , a,:! Taioe CP CL-1 and Table QW-'kL11Z=AM CP C.— .,H Table Catalog: Number: :1,:.. Mj.26 1-A-ws-btT-�2 20EB.BK �. Type, 0 Q-i SLAO6 aloe MILAN SERIES -LtT H-47 Zaaffi--" �1;1 Gda CI, cu.e and ratit, A :7 M 7 ........ . 7 15 11 7' 11 14 Il a3 5! 48 46 42 56 4r 41 to 0 31 1. ffl—'!UMQ&Y-• no Cu rv- ond Table :TT.. Coe' a Ls of Ul mi. Irk) - I2 12 RS 6AAB 61 ob A Gi so 45 It AS3'. '1', V 4 AT 4' 1 44 1. 11 14 7 It 11 3a 1. 23 34 28 42 26 20 21 20 jo I A} to . U 19 2] 13 LNC ""w- the e-glyt -0 revise the d-lign or components of any po,:tvCt ki, it) Mtj ,vmLjL" "Y of -1-99 In LyL wIUIWL 11111*19 --bli(imion, or IiWfti to nodify any proews .4' —1&-tumd COPYS and wiftLft notke.jis �erak,. d.pot. , p,116-ct DESIGN Owt �S the SCILE -,d EXCLUSIVE PROPERTY f vCj�pSE LIGIJTIN)�, INC—An Illinois OIrpoattlon. In �X'Mllliance �ilh US. 0 -1-res. Ii.ti ratproIGHT aril 1191UNI' WL,iL ; tan -hmby �..s.ntedl It, this forn that this lit, �,. �nf—!O-- of, ECUPSE LIGIRT111.10. jNC --05j(�4/1994 ae11n,derased .n any in.— Kir.ovt tiy, xp'8sr'&rPftw oonnent of. orc-trary to the WJ,u "<—I -r— 1 -924 W, IVAIVHQEST . SCHILLE-P FAt;t K, U. 6017V ECLIPSE PH,5847-2W-03,rd . FX, 847-260-0344 L l,ttp:llwww.oclipselighfFngfnc.cam 2906 Eclipse Lighting Inc- AN Rights Reserved - Designs Protected by CopyrIght Rev. 09/05 - AS-1 7 Submitted by Swaney Lic in Associates Inc T -e; , Job Name: YP CFR826UEB-STQ1 F Farrell Street Senior Housing ;;, =i Engineer. VVV ENGINEERING Notes:T " SLA0531o1 FeaturingNirtUCtlS.Iume &Ra-trrs APPLICATIONS: The CFRBU o3ers horizontally lomped com- ooct fluarescen± lensed downlight fixtures that pro r,de superior "rightness and glare control, This series is ideal for a wide variety of medium to Figh ceiling applica• lIons including commerdal, retail, hospi- ality, and food service areas where a lensed trim is required. The CFRBU series is compotible with the Sfgnos6 family of architectural elements. HOUSING: One-piece pointed 18-gauge cold rolled steel plaifcrm. Prewired J-box with shop -on ver cofor easy access. Vented at lamp tip and socket for maximum light output. REFLECTOR: High purity aluminum Alzak° Virtual SourceN iridescence suppressed reflector. Self-hirn (57) standard. Painted white self - trim (WT) available. Choice of clear, Fresnel, at prismatic lense. 8" Horizontal Regressed Lensed Downlights CFR813UEB CFR813UQEB CFR818UEB Two 13W Twin Tube 4-Pin lamps or Two 13W/18W/26W Quad Tube 4Pin Lamps Non -IC Rated 120V, 208V, 240V, 277V, or 347V BALLAST: One (1) compact fluorescent Class'P' electronic multi -volt ()20V through 277V) ballast. HPF and EOL protection slondard. Accessible from below ceiling. 347V available. LAMP: Two (21 13W twin tube (2GX7 basoj, two (2) 13W quad tube (G24q-1 base), two 12) 18W quad tube (G24q•2 base), or two (2) 26W quad tube [G24q-3 base) compact fluorescent lamps. Lamps fur- nished by others. SOCKET: Two (2.) injection molded sockets (vented]. INSTALLATION: Universal adjustable mounting brackets accommodate 11/2" or'/ " lathing channel (by others) or Prescclite 24" bar hangers IB24 or 36). LABELS: UL, CSA listed for damp locations Approved for through wiring Non -type I.C. DATE: T 'P- FIRss. NAAAE.: Architektar Ceiling Cutout: 81/n" Maximum Ceiling Thickness: I1/d" For conversion to milfimeiers, multiply inches by 25.4 Not to Scale 71/a" i LL VlritalS•urce• opno g, C:A IALOG NUMBER; FWAPI F- r'FRR t RI tt=Rnan_v✓rnoc a.c nVli JIIV UJ CFR813UEB _ 8" (2) 13W Twin tube, multi -volt electronic ballast ❑ CFP813UQEB 8", (2) 13W Quad tube, multi -volt electronic ballast D CFR818UEB 8", (2) 18W Quad tube, multi -volt electronic ballast CFR826UE15,„", ; ' $ (2J 261?cr Ouad Gabe m�lhyoflY ,elect anlC 'f)a[iaS _,",•, ,. huU Si NU UPTIONS ❑ 347V ❑ 3DM 3D AddressPro' digital dimming ballast for programmable dimming capability Refer to dimmimg specification pocket #PR31 17 Ina aonitcbe will-. CFP,813UEBI ❑ DM* Quad tube only Electronic analog dimming ballast ❑ EM Emergency baits ry pacF with integral test switch and indicator light Q FSDFA Fuse kit installed at factoy C! RIF] Rodio interference filter 1e-1. rir.- iiA REFLECTORS STOIC B" Clear Alzak, clear lense ❑ STa1P V 8" Clear Alzak, pr:'smahc terse 8":C`le 1r P(rak �.fresnnf ten � ,r 8" Painted white cone, clear tense ❑ WTQ2F 8" Painted white cane, fresnel tense ❑ WTQ2P 8" Pointed white cone, prismatic lense REFLECTORS WT03C 8" Pointed block cane, clear tense WT03F 8" Painted block cone, Fresnel lense 11 WTQ3P 8" Pointed black cone, prismatic lense ❑ WTQ4C 8" Black Baffle, clearlense ❑ WTQ4F B" Black Baffle, fresnel lense ❑ WTQ4P 8" Block Baffle, prismotic lense REFLECTOR OPTIONS ACCESSORIES ❑ PW Pewter Alzak SD Semi -diffused finish Lt SS Semi-speculor finish ❑ TRG Trim ring gasket (factory installed) ❑ WT Painted while self - flange (substitute WF for STJ *Contact factory for wall control system compatibility rescof ite 1 In a continuing effort to offer the best product possible we reserve the right to change, without :oa aoiice, specifications or materials Chet in our opinion will not alter the function of :he product. An Affiliate of Hubbell Lighting, Inc. Web: www.prescolite.com • Tech Support: 1888) 777-4832 D B24 Set of Iwo (2) 24" bar hangers for T-bar ceilings ❑ B6 Set of two [21 bar hangers for ceiling joists up to 24" centers ❑ FSDFI Fuse kit for field installation C] SCASD Sloped ce_ifing adapter (see note or. back page) ❑ Signos8 Architectural glass elements Refer to specification sheets ARCH-SIG- 005 th ro ug h -008 ARCH-CFL-025 e JaDTIi:E:o Dy owaney Ligriting Associates Ina rntalInn .N.umber: ]Type. ii lob Name: GFR826UEB-SiQ1 E T 1.:7 WFarrell Street Senior Housing I' Engineer: WV ENGINEERING NotQs SLA05 3101 PHOTOMETRIC DATA Architill - 8" Horizontal Regressed Lensed Downlights - CFR Series BALLAST DATA 13W Ou,r .. 18W Quad w 26W Quad 120V 277V 347V 120V 277V 347V 120V 277V 347V Total System Warts 30W 30W 29W 38W 38W 36W 57W 57W 58W Input Current (Amps) 0.25 0.11 0.08 0.32 0.14 0.1 1 0,48 0.21 0.17 Input Frequen:cyin Hz 50/60 50/60 50/60 50/60 50/60 50/60 50/60 50/60 50/60 Power Factor >97% >97% >97% >97% >97% >97% >97% >97°h >97% Ballast Factor >98% >98% 1 >98% >98% 1 >98% >98% 1 Total Ho manic Distortion <10% <10% <10% <10% <10% <10% <10% <10% <10% Total Harmonic Distor4on -18'C l0'F) -'18'C (01F) .1 BIC (01F) -18'C (WF) -18'C (0'F) .1 SIC (0=F) -1 BIC (0"F) -18'C (0 r) -1 B°C (0"F) Refer To Digital Dian Speci:'lcation Sheet #ARCH-RCF-052 For Digital Din Ballast Data LAMP DATA (hva per fixture) Rated Watts 13W Twin 13W Quad 18W Quad 26W Quad Rated Lumens 900 860 t250 1800 Efficacy yLRW) 69 67 69 69 Rated Life 10,000 hours 10,000 hours 10,000 hours 10,000 hours CRI 82 82 82 82 Min. Starting Temp. 0' F 0' F 0' F 0' F CFR8I SUEB-ST492A Clear Alzake Reflector Lamp; Two 18W PL-C Lumen Rating! 1250 Spacing Criieria: 0'=1.4 90' = 1.4 Efficiency: 52.2% CANDLEPOWER CANDLEPOWER DISTRIBUTION SUMMARY 90 An96 0' 45` 90, 0 710 710 710 ' 75 5 747 768 78B 400 15 764 914 938 25 812 942 914 t 35 60t 678 686 60 45 21 T 268 PA 1 55 0 0 0 800 65 0 0 0 75 0 0 0 ~� 45 85 0 0 0 1200 3 / C 15 30 BEAM 45-135------- ga ------ Tev No. PL359A LUMINANCE DATA IN CANDELA/SQ. METER Angle in Average Average Average Vertical 0' 45' 90, 45^ 16551 17155 18075 55e 0 0 286 65' 0 0 0 75' 0 0 0 85' 0 0 0 AVERAGE INITIAL FOOTCANDLES Muhipla Units (Square Array) Ceiling 83% Wall 50% floor 20% 1 8 W P L-C w� - SPACING RCRI RCR3 RCR7 8.0 16 15 11 9.0 14 12 9 10.0 12 10 7 11-0 10 8 6 12.0 8 7 5 CCIFFFIr I CNTC nF Mel 1711 ru 7--- i r- -. I-L } E Y Efiedh-e rbor covey wed.-- aO% 1 70% 150% 1 30% 1 10% 20%E4•cliveRoarCarlyRetlecl- %WaIIAdMclvnre -� 03g 10 7So i .59 .56.57 .55 5e 57 .56.55 .55 .32 53 53.52 51 .$1 .50 50 2 56 .54 .52 .50 .55 53 .5' .50 .51 S0 .49 .50 A9 .48 .A9.48 47 3 .54 .50 .49 A6 .53 .50 A7'46 .48 .db 45 47 A6 .44 .46 A5 .AA 4 .51 .47 .« .42 .50 47 4A .42 46 .43 42 AS .43 .At .AA .42 .41 5 .48 .AA .4 i .39 47 A4 .4'..39 .43 .40 .39 A2 .40 .38 .41 .39 .38 6 .a6 n1 .38.36 .AS 17..33 .36 AO 17.35 .39 .37 .35 .39 .36.35 7 A3 .38 .35 .33 A2 .38 .35 .33 .77 .34 .33 .36 ,34 ,32 .36 .74 .32 8 4:.35 .3) .70 .40 .35 .32 .30 .34 .32 .30 .34 .71 ,3, .33 .31 .29 9 .38.13 30 .27 .37.32 .29.207 .32 .29.27 .31 .29.37 .31 .29.27 10 .36 3C .27 .25 .35 .3D .27 .Ii .70 .27 .29 .79 .26 .25 '29 .26 24 _. .._._- _. _.--. i9flr .115594 NOTES 0 Denotes a Virtual Source reflector. Refer to www.prescolite.com for additional photometric tests (IES Files]. When ordering a sloped ceiling adapter, specify the degree of slope In 5' increments, max. of 35'. For a more precise degree w vatce+ling applications, please contact factory. Sloped ceiling adapter and housing must be installed at the some time. 1' t1r; r e s c o l i e Web: WWW.prescolite.coml - Tech Support: (988) 777-4832 (' 101 Corpora,, Drive, Salve L • Spar 9, SC 29303 U.S.A. •Phone 1064) 599-6000 r1LJnrrlE,_c� 1 � llabbell Pra':"e Ia aN!rele of Hubbel;ughE'%I.., wiC, r4y,aarMirev'alllcu ffi,. hW 4.4h-He . ri �lightinrg,I- -"'•'; •9++ Copl•right 6:2003 rlavcckle, All RISBts Reune9 • SpeNIle989nt nblecr'a dax,,e wl!hey eatla. •Printed !n U.SA • A2Ci,CFW25 W03 ()ISO. Attest-. PIERSON WADHAMS QUINN & YATES LAW OFFICES 1 OFF.. -a • YD 20aRat ge/�,`'® on pa in Vol. rtington Land Records O,�Qa Cfer, Donna S. Y.�nvip , WARRANTY DEED (ROADWAY) KNOW ALL PERSONS BY THESE PRESENTS that FARRELL CORPORATION, a Vermont corporation doing business in South Burlington, Vermont; DAVID M. FARRELL and STEWART H. McCONAUGHY, TRUSTEES u/t/a dated March 4, 1977, as amended, Thomas A. Farrell, Donor; DAVID M. FARRELL, Trustee of the David M. Farrell Trust dated April 5, 1995; and, FARRELL & MORRISSEY DEVELOPMENT COMPANY, INC., a Vermont corporation doing business in South Burlington, Vermont, Grantors, in the consideration of TEN AND MORE DOLLARS paid to their full satisfaction by the CITY OF SOUTH BURLINGTON, a Vermont municipality, situated in the County of Chittenden and State of Vermont, Grantee, by these presents do freely GIVE, GRANT, SELL, CONVEY AND CONFIRM, unto said Grantee, CITY OF SOUTH BURLINGTON, its successors and assigns forever, land and premises in the City of South Burlington, in the County of Chittenden and State of Vermont, to be used as a public road, and more particularly described as follows: Being a portion only of the lands and premises conveyed to Farrell Corporation by Warranty Deed of Thomas A Farrell dated November 8, 1961 and recorded in Volume 61, Page 92 of the City of South Burlington Land Records (said "Land Records"). Also being a portion only of the lands and premises conveyed to David M. Farrell and Stewart H. McConaughy, Trustees, u/t/a dated March 4, 1977, as amended, Thomas A. Farrell, Donor, by Deed of Thomas A. Farrell dated April 12, 1992 and recorded in Volume 322, Pages 315-319 of said Land Records. Also, including lands and premises conveyed to David M. Farrell and Stewart H. McConaughy, Trustees u/t/a dated March 4, 1977, as amended, Thomas A. Farrell, Donor by two Quit Claim Deeds from New Enterprises, Inc., each dated December 27, 2001, and recorded in Volume 534 at Pages 13-14 and Pages 15-16, respectively of said Land Records; Being a strip of land, together with all improvements constructed thereon or thereunder, including but not limited to the roadbed and curbs, but excluding those easements with appurtenant improvements and such other rights as expressly excepted or reserved hereafter. Said strip of land is depicted as "FARRELL STREET +/- 1.996 ACRES" on a plan entitled "Final Plat O'Dell Parkway PUD South Burlington, Vermont" prepared by Civil Engineering Associates, Inc. dated July 2000, revised 12/5/01, and recorded on December 21, 2001 in Map Volume 495, Page 93 of said Land Records (the "Plan"). As depicted on the Plan, said strip of land runs in an easterly -westerly direction having an easterly terminus at its intersection with the westerly sideline of Farrell Street, and having a westerly terminus at its intersection with the easterly sideline of U.S. Route 7 - Shelburne Road. Said strip of land is hereafter referred to as the "Road." The land is conveyed subject to and with the benefit of State of Vermont Land Use Permit Nos. 4C 107OR (Revised) and 4CO171R (Revised) each dated September 26, 2001, and recorded in Volume 521, at Pages 177-183 and at Pages 210-214 respectively of said Land Records. Excepted from this conveyance are all utility easements of record. Reserved from this conveyance for the benefit of the Grantors, and their respective successors and assigns, are the following easements, rights of way and other rights: 153 SOUTH UNION STREET BURLINGTON. VERMONT 05401 PIERSON WADHAMS QUINN & YATES LAW OFFICES A. Underground 10 foot wide gas easement as depicted on a plat captioned "O'Dell Parkway P.U.D. Farrell Street, South Burlington, Vermont Overall Easements To Utility Companies" prepared by Civil Engineering Associates, Inc. dated April 2001, last revised 12/17/01 and recorded in Map Volume 495, Page 105 of said Land Records. B. Twenty foot wide water easement depicted on a plat captioned "O'Dell Parkway P.U.D. Farrell Street, South Burlington, Vermont Overall Easements To The Lot Owner's Association" prepared by Civil Engineering Associates, Inc. dated April 2001, revised 11-19- 01 and recorded in Map Volume 495, Page 106 of said Land Records. C. Twenty foot wide storm drainage easement as is depicted on the plat referenced in subparagraph B. above. D. Twenty foot wide sewer easement as is depicted on the plat referenced in subparagraph B. above. E. Ten foot wide easement for telephone -cable as is depicted on the plan specifically referenced in subparagraph B. above. F. The right to construct and utilize up to four curb cuts located in the northerly sideline of the Road to provide access to lands of the Grantors and others situated northerly of the Road, said curb cuts being more particularly depicted on a plat captioned "O'DELL PARKWAY P.U.D. FARRELL STREET, SOUTH BURLINGTON, VERMONT" "NORTHWEST GRADING + DRAINAGE PLAN', Drawing No. C-4 prepared by Civil Engineering Associates, Inc. dated 11/18/99, last revised 12-17-01, said plat recorded in Map Volume 495, Page 95 of said Land Records, and being the four most westerly curb cuts as depicted on said last referenced plat. The exact location of the easements and rights of way reserved hereinabove shall be determined by utilizing the utility line, or storm drainage line as installed as the center line of the strips of land which are subject to said reserved easements. The easements reserved in subparagraphs A. through D., above, shall be utilized to install, maintain, repair, remove, and replace utility lines, storm drainage lines, sewer lines and appurtenances thereto. Grantors acknowledge, for themselves and their respective successors and assigns, that: (i) the Road shall be utilized as a public right of way; (ii) the exercise of the above reserved easements, rights of way and rights shall not materially interfere with the use of the Road as a public right of way; and, (iii) they shall have no right to use the surface of the Road except for the purpose of exercising the easements, rights of way and rights reserved above, and such use of the surface of the Road shall be in common with others. Grantors, for themselves and their respective successors and assigns, agree that any portion of the Road affected by the exercise of the easements, rights of way and rights reserved above shall be repaired and restored as nearly as is practicable to its condition prior to such entry at Grantors' own cost and within a reasonable time. Farrell & Morrissey Development Company, Inc. executes this deed solely to quit claim any interest it may have in the premises conveyed herein by virtue of an Option Agreement by and between David M. Farrell and Stewart H. McConaughy, Trustees u/t/a dated March 4, 1977, as amended, Thomas A. Farrell, Donor; David M. Farrell; Farrell Corporation; and, Daniel B. Morrissey, which Option Agreement is memorialized by an instrument captioned "Memorandum Of Option To Purchase Real Estate" executed on February 19, 1999, March 24, 1999 and March 26, 1999 and recorded in Volume 459, Pages 23-26 of said Land Records. Farrell & Morrissey Development Company, Inc. is the successor in interest of Daniel B. Morrissey's rights and obligations in said Option Agreement and Memorandum by virtue of an assignment from Daniel B. Morrissey to Wright/Morrissey Realty Corporation having an effective date of June 30, 1999, a Memorandum of such assignment recorded in Volume 534, Page 1 of said Land Records. Wright/Morrissey Realty Corporation subsequently assigned and delegated the rights and the obligations arising under said Option Agreement and Memorandum by virtue of its assignment to Farrell & Morrissey Development Company, Inc. having :53 SOUTH UNION STREET BURLINGTON, VERMONT 05401 an effective date ofDecember 31, 2001, a memorandum of such assignment recorded in Volume 540, Page 456 of said Land Records. Reference is hereby to the aforementioned plans, deed, records and records therein referred to, all in further aid of this description. TO HAVE AND TO HOLD all its right and title in and to said granted premises, together with the appurtenances thereof, unto Grantee, and its successors and assigns, to its own use and behoof forever; And the said Grantors; FARRELL CORPORATION; and DAVID M. FARRELL and STEWART H. McCONAUGHY, TRUSTEES u/t/a dated March 4, 1977, as amended, Thomas A. Farrell, Donor; , for itself and themselves and their respective successors and assigns, do covenant with the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns, that until the ensealing of these presents they are the sole owner of the premises, and have good right and title to convey the same in the manner aforesaid, and they are FREE FROM EVERY ENCUMBRANCE, except as set forth above; and they hereby engage to WARRANT AND DEFEND the same against all lawful claims whatsoever, except as aforesaid. Notwithstanding that any of the foregoing may be to the contrary, DAVID M. FARRELL, Trustee of the David M. Farrell Trust dated April 5, 1995, and FARRELL & MORRISSEY DEVELOPMENT COMPANY, INC., execute this instrument in order to quit claim any interest he and it may have in said granted premises, and the warranties of this deed do not extend to either of them. IN WITNESS WHEREOF; David M. Farrell, Duly Authorized Agent of Farrell Corporation does hereunto set his hand and seal this — day of February 2002. IN THE PRESENCE OF: �> r Witnesi) STATE OF VERMONT COUNTY OF CHITTENDEN, SS. FARRELL CORPORATION By: Its Duly Authorized Agent At South Burlington, on this ,'7,' day of February 2002, David M. Farrell, Duly Authorized Agent for Farrell Corporation personally appeared, and he acknowledged this instrument by him sealed and subscribed, to be his free act and deed and the free act and deed of Farrell Corporation. My Commission Expires: 2/10/03 PIERSON WADHAMS QUINN & YATES LAW OFFICES Before me,� n'b�_� �� 1t1i" Notary Public '53 SOUTH UNION STREET BURLINGTON, VERMONT 05401 PIERSON WADHAMS QUINN & YATES LAW OFFICES IN WITNESS WHEREOF, David M. Farrell and Stewart H. McConaughy, Trustees u/t/a dated March 4, 1977, as amended, Thomas A. Farrell, Donor, do hereunto set their hands and seals this fTK- day of February 2002. In the Presence of 0 ��1 � ,, � � `I�� Witnes )As To David M. Farrell Witnes:�Xs To Stewart H. McConaughy STATE OF VERMONT CHITTENDEN COUNTY, SS. David M. Farrell, Trustee <�—R [ t � Zi �-_ Stewart H. McConaughy, ee At South Burlington this ' day of February 2002, personally appeared David M. Farrell, Trustee u/t/a dated March 4, 1977, as amended, Thomas A. Farrell, Donor, acknowledged the foregoing instrument by him sealed and subscribed, to be his own free act and deed and the free act of deed of said Trust. 'r I Before me, �Irlpl n 3 Notary Public My Commission Expires: 2/10/03 STATE OF VERMONT CHITTENDEN COUNTY, SS. At Burlington this day of February 2002, personally appeared Stewart H. McConaughy, Trustee u/t/a dated March 4, 1977, as amended, Thomas A. Farrell, Donor, acknowledged the foregoing instrument by him sealed and subscribed, to be his own free act and deed and the free act of deed of said Trust. f Before me, r �z?�. � �, �I Notary Public My Commission Expires: 2/10/03 IN WITNESS WHEREOF, David M. Farrell, Trustee of the David M. Farrell Trust dated April 5, 1995, does hereunto set his hand and seal this day of February 2002. In the Presence of rO Witnes,0 STATE OF VERMONT CHITTENDEN COUNTY, SS. W- �;154 // David M. Farrell, Trustee At South Burlington this day of February 2002, personally appeared David M. Farrell, Trustee of the David M. Farrell Trust dated April 5, 1995, acknowledged the foregoing instrument by him sealed and subscribed, to be his own free act and deed and the free act of deed of said Trust. My Commission Expires: 2/10/03 Before me, tLr�a LL)±b P) i Notary Public 153 SOUTH UNION STREET BURUNGTON, VERMONT 05401 IN WITNESS WHEREOF, Eric F. Farrell, Duly Authorized Agent of Farrell & Morrissey Development Company, Inc. does hereunto set his hand and seal this 5 `day of February 2002. IN THE PRESENCE OF: FARRELL & MORRISSEY DEVELOPMENT COMPANY, r s r By: Witne's- Its Duly Authorized Agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At Burlington, on this L a day of February 2002, Eric F. Farrell, Duly Authorized Agent for Farrell & Morrissey Development Company, Inc. personally appeared, and he acknowledged this instrument by him sealed and subscribed, to be his free act and deed and the free act and deed of Farrell & Morrissey Development Company, Inc. h� Before me, � (Ik j � j k,�� g„ Notary Public My Commission Expires: 2/10/03 Vermont Property Trartstar Tax 32 V.S.A. Chap 231 z � a .A.x �� t, tx .,tau a {F AT,.cERT. ' RETURN xc. CERT. Return N'tl. ,Clerk Date PIERSON WADHAMS QUINN & YATES LAW OFFICES ?53 SOUTH UNION STREET BURLINGTON, VERMONT 05401 CITE CLEI;'S r _ ICE L at--����,417 Re 'lved r..-- ae�on Fa R rded i V,ol. bf o gu>on L'and Records WARRANTY DEED q st: (ROADWAY) Qa,1na S. Kfrn ille, Cky Gerk KNOW ALL PERSONS BY THESE PRESENTS that DAVID M. FARRELL and STEWART H. McCONAUGHY, TRUSTEES. u/t/a dated March 4, 1977, as amended, Thomas A. Farrell, Donor; DAVID M. FARRELL, Trustee of the David M. Farrell Trust dated April 5, 1995; FARRELL CORPORATION, a Vermont corporation with its principal office in South Burlington, State of Vermont; and, FARRELL & MORRISSEY DEVELOPMENT COMPANY, INC., a Vermont corporation doing business in South Burlington, Vermont, Grantors, in the consideration of TEN AND MORE DOLLARS paid to their full satisfaction by the CITY OF SOUTH BURLINGTON, a Vermont municipality, situated in the County of Chittenden and State of Vermont, Grantee, by these presents do freely GIVE, GRANT, SELL, CONVEY AND CONFIRM, unto said Grantee, CITY OF SOUTH BURLINGTON, its successors and assigns forever, land and premises in the City of South Burlington, in the County of Chittenden and State of Vermont, to be used as a public road, and more particularly described as follows: Being a portion only of the lands and premises conveyed to David M. Farrell and Stewart H. McConaughy, Trustees, u/t/a dated March 4, 1977, as amended, Thomas A. Farrell, Donor, by Deed of Thomas A. Farrell dated April 12, 1992 and recorded in Volume 322, Pages 315-319 of the City of South Burlington Land Records (said "Land Records"). Being a strip of land, together with all improvements constructed thereon or thereunder, including but not limited to the roadbed and curbs, but excluding those easements with appurtenant improvements expressly reserved hereafter. Said strip of land is substantially as depicted as "BACON STREET +/- 0.241 ACRES" on a plan entitled "Final Plat O'Dell Parkway PUD South Burlington, Vermont" prepared by Civil Engineering Associates, Inc. dated July 2000, revised 12/5/01, and recorded in Map Volume 495, Page 93 of the City of South Burlington Land Records (the "Plan"). As depicted on the Plan, said strip'of land runs in an easterly -westerly direction having an easterly terminus at its intersection with a westerly sideline of Grantor's land, and having a westerly terminus at its intersection with the easterly sideline of U. S. Route 7 - Shelburne Road. The land is conveyed subject to and with the benefit of State of Vermont Land Use Permit No. 4C1071R, dated September 26, 2001, and recorded in Volume 521, Page 210 of said Land Records, State of Vermont Water Supply and Wastewater Disposal PermitNo. WW-4-1503, dated February 26, 2001 and State of Vermont Water Supply and Wastewater Disposal Permit No. WW- 4-1450, dated February 26, 2001. Reserved from this conveyance for the benefit of the Grantors, and their respective successors and assigns, is a ten (10) foot wide easement and right of way for the installation, maintenance, repair, removal and replacement of underground telecommunication lines, the exact location of the easement and right of way reserved herein to be determined by utilizing the telecommunication line as installed at the center line of the strip of land which is subject to said reserved easement and right of way. Grantors, for themselves and their respective successors and assigns, agree that any PIERSON WADHAMS portion of the Road affected by the exercise of said reserved easement and right of way shall be QUINN & YATES repaired and restored as nearly as is practicable to its condition prior to such entry at Grantors' LAW OFFICES own cost and within a reasonable time. 53 SOUTH UNION STREET BURUNGTON, VERMONT OS401 PIERSON WADHAMS QUINN & YATES LAW OFFICES Grantors acknowledge, for themselves and their respective successors and assigns, that: (i) the Road shall be utilized as a public right of way; (ii) the exercise of the above reserved easement and right of way shall not materially interfere with the use of the Road as a public right of way; and, (iii) they shall have no right to use the surface of the Road except for the purpose of exercising the easement and right of way reserved above, and such use of the surface of the Road shall be in common with others. Said parcel of land is conveyed subject to the following: (i) all easements and rights of way of record for access over, through and across said strip of land benefitting (a) land and premises having frontage on the parcel of land conveyed herein or (b) land now or formerly of "W. Wolfe" as depicted on the Plan; and, (ii) utility line easements of record including but not limited to a 10 foot wide utility easement and a 20 foot wide sewer easement as are depicted on the Plan. Farrell & Morrissey Development Company, Inc. executes this deed solely to quit claim any interest it may have in the premises conveyed herein by virtue of an Option Agreement by and between David M. Farrell and Stewart H. McConaughy, Trustees u/t/a dated March 4, 1977, as amended, Thomas A. Farrell, Donor; David M. Farrell; Farrell Corporation; and, Daniel B. Morrissey, which Option Agreement is memorialized by an instrument captioned "Memorandum Of Option To Purchase Real Estate" executed on February 19, 1999, March 24, 1999 and March 26, 1999 and recorded in Volume 459, Pages 23-26 of said Land Records. Farrell & Morrissey Development Company, Inc. is the successor in interest of Daniel B. Morrissey's rights and obligations in said Option Agreement and Memorandum by virtue of an assignment from Daniel B. Morrissey to Wright/Morrissey Realty Corporation having an effective date of June 30, 1999, a Memorandum of such assignment recorded in Volume 534, Page 1 of said Land Records. Wright/Morrissey Realty Corporation subsequently assigned and delegated the rights and the obligations arising under said Option Agreement and Memorandum by virtue of its assignment to Farrell & Morrissey Development Company, Inc. having an effective date ofDecember 31, 2001, a memorandum of such assignment recorded in Volume 540, Page 456 of said Land Records. Reference is hereby to the aforementioned plans, deed, records and records therein referred to, all in further aid of this description. TO HAVE AND TO HOLD all its right and title in and to said granted premises, together with the appurtenances thereof, unto the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns, to its own use and behoof forever; And the said Grantor, DAVID M. FARRELL and STEWART H. McCONAUGHY, TRUSTEES u/t/a dated March 4, 1977, as amended, Thomas A. Farrell, Donor, for themselves and their respective successors and assigns, do covenant with the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns, that until the ensealing of these presents they are the sole owner of the premises, and have good right and title to convey the same in the manner aforesaid, and they are FREE FROM EVERY ENCUMBRANCE, except as set forth above; and it hereby engages to WARRANT AND DEFEND the same against all lawful claims whatsoever, except as aforesaid. Notwithstanding that any of the foregoing may be to the contrary, DAVID M. FARRELL, Trustee of the David M. Farrell Trust dated April 5, 1995; FARRELL CORPORATION; and FARRELL & MORRISSEY DEVELOPMENT COMPANY, INC. execute this instrument in order 153 SOUTH UNION STREET BURLINGTON, VERMONT 05401 PIERSON WADHAMS QUINN & YATES LAW OFFICES :53 SOUTH UNION STREET to quit claim any interest he/it may have in said granted premises, and the warranties of this deed do not extend to them. IN WITNESS WHEREOF, David M. Farrell, Duly Authorized Agent of Farrell Corporation does hereunto set his hand and seal this J�- day of February 2002. IN THE PRESENCE OF: A Witness) STATE OF VERMONT COUNTY OF CHITTENDEN, SS. FARRELL CORPORATION By- Its Duly Authorized Agent At South Burlington, on this day of February 2002, David M. Farrell, Duly Authorized Agent for Farrell Corporation personally appeared, and he acknowledged this instrument by him sealed and subscribed, to be his free act and deed and the free act and deed of Farrell Corporation. Before me, I 11 , i Z Notary Public My Commission Expires: 2/10/03 IN WITNESS WHEREOF, David M. Farrell and Stewart H. McConaughy, Trustees u/t/a dated March 4, 1977, as amended, Thomas A. Farrell, Donor, do hereunto set their hands and seals this :�� day of February 2002. In the Presence of: E� Fk Y� c :ti _ a k �1 °. Witness As To David M. FarrellO Witness As To Stewart H. McCori�ughy STATE OF VERMONT CHITTENDEN COUNTY, SS. M, 1� 0/ David M. Farrell, stee _ Stewart H. McConau , �ee-st At South Burlington this ' day of February 2002, personally appeared David M. Farrell, Trustee u/t/a dated March 4, 1977, as amended, Thomas A. Farrell, Donor, acknowledged the foregoing instrument by him sealed and subscribed, to be his own free act and deed and the free act of deed of said Trust. n 9 1� I! Before me, n -��. �.,i2k 1 t �£ _ t.4 Notary Public My Commission Expires: 2/10/03 STATE OF VERMONT CHITTENDEN COUNTY, SS. At Burlington this ,�day ofFebruary 2002, personally appeared Stewart H. McConaughy, Trustee u/t/a dated March 4, 1977, as amended, Thomas A. Farrell, Donor, acknowledged the foregoing instrument by him sealed and subscribed, to be his own free act and deed and the free act of deed of said Trust. Before me, Notary Public BURLINGTON, VERMONT 0540] My Commission Expires: 2/10/03 PIERSON WADHAMS QUINN & YATES LAW OFFICES IN WITNESS WHEREOF, David M. Farrell, Trustee of the David M. Farrell Trust dated April 5, 1995, does hereunto set his hand and seal this � c�' day of February 2002. In the Presence of: Witnesi% STATE OF VERMONT CHITTENDEN COUNTY, SS. David M. Farrell, Trustee At South Burlington this day of February 2002, personally appeared David M. Farrell, Trustee of the David M. Farrell Trust dated April 5, 1995, acknowledged the foregoing instrument by him sealed and subscribed, to be his own free act and deed and the free act of deed of said Trust. Before me, Notary Public My Commission Expires: 2/10/03 IN WITNESS WHEREOF, Eric F. Farrell, Duly Authorized Agent of Farrell & Morrissey Development Company, Inc. does hereunto set his hand and seal this day of February 2002. IN THE PRESENCE OF: FAR REEL L & MORRIS SEY DEVELOPMENT COMPANY, C Witness Its Duly Authorized Agent STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At Burlington, on this day of February 2002, Eric F. Farrell, Duly Authorized Agent for Farrell & Morrissey Development Company, Inc. personally appeared, and he acknowledged this instrument by him sealed and subscribed, to be his free act and deed and the free act and deed of Farrell & Morrissey Development Company, Inc. Before me, Notary Public My Commission Expires: 2/10/03 Vermont property Transfer Tax 32 V.S.Q. Clap 231 R TURN i C't1 3, . vd4) ?itl) Cr HEA13H CCRT.la�G'Q. V, LF� i+a U� D, ti'4L0N1ict+i 1 PLANS AG:. CE.RT, K:C D Return No.,Cleric Date 153 SOUTH UNION STREET BURLINGTON, VERMONT 05401 /Zwr,co A( c L MEMORANDUM To: Chuck Hafter, City Manager Fr: Raymond J. Belair, Administrative Officer Re: Farrell Street & Bacon Street Acceptance Date: January 11, 2006 oV The City has been requested to accept the new portion of Farrell Street connecting to Shelburne Road and Bacon Street (shown in yellow on attached plat). Both Director of Public Works Bruce Hoar and Water Department Superintendent Jay Nadeau have reviewed the streets and find them acceptable. Please ask the City Council to accept these streets at their earliest convenience. Page 1 of 1 Ray Belair From: Bruce Hoar [sbpwbkh@adelphia.net] Sent: Wednesday, January 11, 2006 8:52 AM To: Ray Belair Subject: Re: Farrell Street Acceptance All set Ray. Will it happen so I can include it in this year. Before mid Feb put it in this year. Bruce K. Hoar City of South Burlington Director of Public Works 575 Dorset Street South Burlington, VT 05403 sbpwbkh@adelphia.net 802-658-7961 fax 802-658-7976 ----- Original Message ----- From: Ray Belair To: 'Bruce K. Hoar' Sent: Wednesday, January 11, 2006 8:22 AM Subject: Farrell Street Acceptance Hi Bruce: If you are OK with the new Farrell St., please let me know. Eric Farrell wants us to take it over ASAP. Ray Belair Administrative Officer City of So. Burlington 802-846-4106 1/11/2006 SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802)864-0435 September 1, 2004 Civil Engineering Associates Mr. Steve Vock 928 Falls Road Shelburne, VT 05482 RE: O'Dell Parkway P.U. D. Dear Steve: The Specifications And Details For The Installation Of Water Lines And Appurtenances For All Water Distribution Systems Owned By The Champlain Water District The City Of South Burlington, Colchester Fire District #1 And The Village Of Jericho requires that Water System As-Builts be prepared and submitted to the CWD Retail Superintendent at the completion of the water system construction. For one year from the date the new system is placed into service, the applicant, developer/contractor will be responsible for any necessary repairs or corrections as part of the project warranty. At the end of a one-year period, an inspection will be performed by the CWD Retail Department to develop a punch list of deficiencies pertaining to the water system. Ownership of those water lines that are to be owned and maintained by the by the appropriate water system shall not take place until all deficiencies have been corrected. We have received a copy of the As-Builts for the above referenced project and performed an inspection on the area within those plans. We inspected the following infrastructure items during the course of our inspection: 1. Main line gate valves and boxes 2. Fire Hydrants and auxiliary valves 3. Service connections on lots that have had construction completed 4. General appearance The South Burlington Water Department finds the water infrastructure that has been completed for the above referenced location was constructed in general conformance of the previously approved plans and specifications, and that current conditions are acceptable to this department. If you have any questions or I can be of further assistance, please do not hesitate to call me. Sincerely, South Burlington Water Department hlnm�� Jay Nadeau Superintendent Plan Reviews: O'Dell Parkway Final Acceptance Ray Belair From: Jay Nadeau Uayn@cwd-h2o.org] Sent: Monday, August 23, 2004 11:08 AM To: Ray Belair Cc: Bruce Hoar Subject: Farrell Street Extension- acceptance Ray - Per your phone message this morning regarding the Farrell Street Extension inspection and acceptance, please accept the following: The SBWD prepared and sent to you a memorandum on March 22, 2004 stating the Water Departments requirment that As-Builts be prepared and submitted at the completion of the water system improvements. This memo was in response to the set of Road R.O.W. As-Builts previously received from you on February 24, 2004. Those As-Builts did not show any of the water system infrastructure on them. As such we were unable to perform any type of inspection for approval of the water system improvements for this project. To date we have still not received a set of As-Builts showing the water system for this project. We await those plans so that we can conduct an inspection and prepare a punch list as needed. Please call me if you have any questions. Jay Nadeau, Retail Superintendent Champlain Water District 403 Queen City Park Road S. Burlington, VT 05403 802-864-7454 ext. 19 802-864-0435 (fax) 1 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 MEMORANDUM TO: Bruce Hoar, Director of Public Works Jay Nadeau, Water Department Superintendpi FROM: Raymond J. Belair, Administrative Officer DATE: February 24, 2004 �b RE: Farrell Street Extension Street Acceptance The City has been asked to accept the recently constructed extension of Farrell Street from Eastwood Drive to Shelburne Road. Attached are as -built construction drawings for your review. Please note that these plans do not include information regarding the sanitary sewer system or the water distribution system. Water and sewer for the development is provided by the City of Burlington so this infrastructure will not be owned by the City of South Burlington. Please review this new street for conformance with our street standards and provide me with your comments. F&M DEVELOPMENT COMPANY, LLC P.O. Box 421, Burlington, VT 05402 802-863-4541 fax 802-865-1253 Memo To: Ray Belair, Administrative Officer Department of Planning and Zoning City of South Burlington, Vermont From: Eric Farrell' Date: 2/22/2004 Re: Street Acceptance As you know, in mid -November 2003, it was one year since the new section of Farrell Street opened to the public. John Gallagher of Wright & Morrissey, Inc. (contractor) and I met with Bruce Hoar at the site in November and I believe Bruce found the improvements to be acceptable, but for re - striping the road, which has now been done. I believe all the necessary legal documents have been tendered to the City necessary for the City to officially accept the street. I have attached three (3) sets of the following drawings as prepared by Civil Engineering Associates, Inc. • ROAD "AS BUILT" INFORMATION - Drawing Number AB-1, dated 2/ 10/04 • ROAD "AS BUILT" INFORMATION - Drawing Number AB-2, dated 2/ 10/04 • ROAD "AS BUILT" INFORMATION - Drawing Number AB-3, dated 2/ 10/04 We ask that the City accept the street at this time. 1 SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802)864-0435 MEMORANDUM To: Raymond Belair, Administrative Officer Cc: Bruce Hoar, Director of Public Works From: Jay Nadeau, Water Superintendent Date: March 22, 2004 Re: Farrell Street Extension The SBWD has reviewed your request dated February 24, 2004 regarding Farrell Street Extension acceptance. Please find my comments below. The Specifications and Details For the Installation of Water Lines and Appurtenances For All Water Distribution Systems Owned By the Champlain Water District, The City of South Burlington Colchester Fire District #1 and the Village of Jericho requires that water system As-Builts be prepared and submitted to the CWD Retail Superintendent at the completion of the water system construction. Although the water distribution system for this project is considered private, this Department still requires As-Builts be provided. 2. This Department will not inspect the above referenced project or recommend acceptance until As-Builts are provided and an inspection of the water infrastructure can be completed. 3. Please convey this requirement to the appropriate parties. If you have any question please call me. Plan Review: Farrell St Ext final inspection memo J Impact Fee Calculation for New Non -Residential Construction A Project Name B Effective Date C Type of used. D Type of construction pis E Value of construction per square foot from Appendix 1 7D F Total square feet of new construction' G Total value of new construction , E x F H Above in units of $1,000 ?j 5 //, 6 / J , G / 1000 I Existing land value SX 61r,70 Grand list J Above in units of $1,000 �/ I / 1000 K Total value of site and improvements after construction 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 Estimated post construction value of structure and contents U in units of $1,000 V Base fire protection impact fee Credit per $1,000 of land value G) for past tax payments W (Table FP-4) X Total credit applicable to project for past tax payments Post -construction value of structure and land excluding $144.56 31 M x N 53 JxP C2 LxR `f O -Q -S �G7 Hx1.875 $0.87 x U From FP-4 q #, / j'... W x J Y contents G + I Z Above in units of $1,000 $5101'Y / 1,000 Credit per $1,000 of post -construction value for future tax / AA pmts (Table FP-5) ) (9 From FP4 AB Total credit applicable to project for future tax payments 51k 6 ' AA x Z AC Total fire protection impact fee j 'YV& . 0 V - X - AB TOTAL ROAD AND FIRE IMPACT FEE Calculation sheets.xls State of Vermont 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 November 18, 2005 D.B. Morrissey, LLC P.O. Box 421 Burlington VT 05402 E.F. Farrell, LLC P.O. Box 1335 Burlington VT 05402 F & M Development Co., LLC P.O. Box 1335, Burlington VT 05402 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 RE: WW-4-2499-1, Eastwood Commons II increase resident units from 71 to 74 units on Lot #9, Farrell Street, South Burlington, Vennont. Dear Applicant: We received your completed application for the above referenced project on November 17, 2005, including a fee of $50.00 paid by check #1809. Under the performance standards for this program, we have a maximum of 30 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. Reqional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Page 2 WW-4-2499-1 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 Chevrier Regional Office Coordinator cc: South Burlington Planning Commission F & M Development Co., LLC Stephen A. Vock ACT 250 NOTICE MINOR APPLICATION 10 V.S.A. §§ 6001-6092 On November 15, 2005, F & M Development Company, LLC filed application # 4C107111-3 for a project generally described as: The addition of three residential units located within the 4,775 sf, 3-story addition on the north end of the Eastwood Commons building on Lot #9. The Project includes the following technical modifications: 1) The increase in building coverage from 19.8% to 19.9% and the decrease in overall lot coverage from 61.7% to 61.5%; 2) The decrease in total number of parking spaces from 867 to 853; 3) the increase in PM peak hour vehicle trips ends from 247 to 249; and 4) A 200 If landscaped berm on the north side of Lot #9. The Project is located on Farrell Street in the City of South Burlington, Vermont. The District 4 Environmental Commission will review this application under Environmental Board Rule 51 - Minor Applications. Copies of the application and proposed permit are available for review at the South Burlington Municipal Office, Chittenden County Regional Planning Commission located at 30 Kimball Avenue, South Burlington, and the office listed below. The application and proposed permit may also be viewed on the Natural Resources Board's web site (www.nrb.state.vt.us/lup) by clicking on "District Commission Cases," selecting "Entire Database," and entering the case number above. No hearing will be held unless, on or before Monday, December 12, 2005, a party notifies the District Commission of an issue or issues requiring the presentation of evidence at a hearing or the commission sets the matter for hearing on its own motion. Any hearing request shall be in writing to the address below, shall state the criteria or subcriteria at issue, why a hearing is required and what additional evidence will be presented at the hearing. Any hearing request by an adjoining property owner or other interested person must include a petition for party status. Prior to submitting a request for a hearing, please contact the district coordinator at the telephone number listed below for more information. Prior to convening a hearing, the District Commission must determine that substantive issues requiring a hearing have been raised. Findings of Fact and Conclusions of Law will not be prepared unless the Commission holds a public hearing. Should a hearing be held on this project and you have a disability for which you are going to need accommodation, please notify us by Monday, December 12, 2005. Parties entitled to participate are the Municipality, the Municipal Planning Commission, the Regional Planning Commission, adjoining property owners, other interested persons granted party status pursuant to Board Rule 14(A)(6). Non-party participants may also be allowed under Board Rule 14(E). Dated in Essex Junction, Vermont, this day of November, 2005. By N , Stephanie A. Hesson Natural Resources Board District #4 Coordinator 111 West Street Essex Junction, VT 05452 T/ 802-879-5662 E/ stephanie.hesson@state.vt.us W AAct250\DIST4\PROJECTS\4C 1071 \4C 1071 R-3.not This is a DRAFT permit; please submit any written comments or corrections by Monday, December 12, 2005 to: Stephanie Hesson, District #4 Coordinator, 111 West Street, Essex Junction, VT 05452. CASE NO 4C1071R-3 LAWS/REGULATIONS INVOLVED APPLICANT F & M Development Company, LLC 10 V.S.A. §§ 6001 - 6092 (Act 25 ADDRESS P.O. Box 1335 Burlington, VT 05402-1335 ., District Environmental Commission #4 hereby issues Land Use Amendment41071R-3, pursuarl to the authority vested in it by 10 V.S.A. §§ 6001-6092. This amend cn# applie to the lands identified in Book 260, Pages 112-114, of the land records o e City of Burl gtp€' rrno ; 's the subject of a deed to F & M Development Company, LL e Pe s as Gran This permit specifically authorizes the Permittees to add ree'residential units (total units6 increases from 71 to 74) located within the 4,775 sf, 3-stor Iaddition on the north end of the Eastwood Commons building on Lot #9. The Project incldes the following technical modifications: 1) The increase in building coverage from 19.8% to 1�O the decrease in overall lot coverage from 61.7% to 61.5%; 2) The crease in total itu arking spaces from 867 to 853; 3) the increase in PM peak hour ve e �xfrom 24 49; and 4) A 200 if landscaped berm on the north side of Lot #9 a Protect is located on Farrell Street in the City of South Burlington, Vermont. The project is subject to Act 250 jurisd; tic n because the projectis a material or substantial change to a development over which the Commis s jurrscliction and I&s constitutes "development" pursuant to EBR 2(A). Accordingly, a land use t amenent is reel . ed pursuant to EBR 34. The Pernutt&-nl its assi ccessor a %e are obligated by this permit to complete, operate an thepr proved b ! 1 strict Commission in accordance with the 1. All con is=W*nd Uses W"S 1071R and amendments are in full force and effect except as amen 2fascertain' acceptance oNote permit,, the Permittees agree to allow representatives of the State of mont access property covered by the permit, at reasonable times, for the purpose of ng compliance"with Vermont environmental and health statutes and regulations and this permit., 3 The project be completed, operated and maintained in accordance with the plans and exhib: e with the District Environmental Commission and the conditions of this permit. 4 Th approved plans are: Sheet C-1 - "Overall Existing Condition Plan" dated May 18, 2000, last revision October 28, 2005; Sheet C-2 - "Eastwood II + Senior Housing Site Plan" dated November 18, 1999, last revision November 1, 2005; Land Use Permit #4C1071R-3 Page 2 Sheet C-3 - "Eastwood II + Senior Housing Site Plan" dated May 18, 2000, last revision November 1, 2005; Sheet C-4A - "Eastwood II + Senior Housing Grading + Drainage Plan" dated April 8, 2005, last revision November 1, 2005; Sheet C-5A - `Eastwood II + Senior Housing Utilities Plan" dated April 8, 2005, last revision November 1, 2005; Sheet C-6A - "Eastwood II + Senior Housing Erosion Control Plan" dated April 8, 2005, last revision November 1, 2005; Sheet N2.1 - "O'Dell Parkway PUD - Eastwood Comi 2005, last revision November 14, 2005; 4 Sheet A-400 - "Elevations North Wing" dated Augu,; and Sheet A-401 - "Elevations North Wing" dated Augusi A copy of this permit and approved plans shall be construction process. No changes shall be made in the design or District Coordinator or the Commission..: Board Rules. 7. Pursuant to EBR 51(G), the the review and issuance of t determining future substant: enforcement actions. 8. The District En the permit and project is being as provided by 9. By acceptance dint the conditi, will be binding interest. S.A. II Landscape Plan," dated June 17,E 2005, last revision October 28 ft,�, last revision October 28,E 2005. throughout the ect without the written approval of the opriate under the Environmental )licati "sand mat ' "`ai'wrepresentations relied upon during by th.District C mmission shall provide the basis for :erg changes tQe approved project and for initiating ;i`Qrnans continuing jurisdiction during the lifetime of ire that the permit holder file an affidavit certifying that the and maintained in accordance with the terms of the permit, and the rules of the Environmental Board. conditionsf this permit without appeal, the Permittees confirm and agree 1' this permit shall run with the land and the land uses herein permitted, and and enforceable against the Permittees and all assigns and successors in The Permittees and all subsequent owners or lessees shall install and maintain only low -flow plumbing fixes in any buildings. Any failed water conservation measures shall be promptly placed wthfproducts of equal or better performance. of the approved erosion control plan shall be on the site at all times during construction. 12. In addition to conformance with all erosion control conditions, the Permittees shall not cause, permit or allow the discharge of waste material into any surface waters. Compliance with the requirements of this condition does not absolve the Permittees from compliance with 10 V.S.A. §§ 1250-1284, Vermont's Water Pollution Control Law. Land Use Permit #4C1071R-3 Page 3 13. The Permittees and all assigns and successors in interest shall continually maintain the landscaping as approved in Exhibit # by replacing any dead or diseased plantings within the season or as soon as possible after the ground thaws, whichever is sooner. 14. The installation of exterior light fixtures is limited to those approved in Exhibit ; and shall be mounted no higher than (20) feet above grade level. All exterior light' shall nstalled or shielded in such a manner as to conceal light sources and r flector s , view beyond the perimeter of the area to be illuminated. 15. The Permittees shall not erect additional exterior sign agc without the District Commission. Signage includes banners, s and Ott excepting temporary real estate marketing signs. 16. Pursuant to 21 V.S.A. Section 266, the Permittees the three-story multi -family home in accordance v Standards (RBES) in effect at the time of construe 17. The installation and/or use of electric resist eat is s prior written approval of the District Envirphri�er�. ssi 18. At the completion of the project, a O certify by affidavit that the site 1p permit pursuant to Environm talc 19. Each prospective purchase = any lc Wast ater System le Wal hef written sale is 20. No"N ih, ivision; shall b withi to 32(A). R lot owner shall construct idential Building Energy prohibited without the building, the Permittees shall :d in accordance with this be shoe a copy of the approved plot plan, erinit, and the Land Use Permit Amendment development of any parcel of land approved herein roval of the District Commission. 21. The IIIIIIIHITIF211 _ ce - requirements and conditions imposed by Land Use Permit ::: in enonveyance and leases. 22. Pursuant to 10 V. 090(b) this permit amendment is hereby issued for an indefinite term, as long as there i mpliance with the conditions herein. Notwithstanding any other provision herein, this pe Al. shall expire three years from the date of issuance if the Permittees have not commenced traction and made substantial progress toward completion within the three year neriod i _. dance with 10 V.S.A. § 6091(b). 23. J~ailure$to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A. § 6090(c). Land Use Permit #4C1071R-3 Page 4 Dated at Essex Junction, Vermont, this day of 2005. Thomas A. Little, Chair ¢'.y'^ District #4 Environenta� mmission Members participating in this decision: Kate Purcell, Michael Flaherty 40 Any party may file a motion to alter with the District Commission within 1`5 days from the date of this decision, pursuant to Environmental Board Rule 31(A). Decisions on minor applications may be appealed only if a hearing was held by the District Commission. Please note that there are certain limitations on the right to appeal. See 10 V.S.A. § 8504(k). Any appeal of this decision may be filed with the clerk of,�the Environmental Court within 30 days of the date of issuance, pursuant to 10 V.S.A. Chapter 220. The appellant must a t e Notice of Appeal the entry fee of $225.00, payable to the State of Vermont. ... The Notice of Appeal must include all information required by Rule 5(b)(3) of the Vermont Rules for Environmental Court Proceedings (VRECP). The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the VRECP. For further informat�rq ; see the Vermont Rules for Environmental Court Proceedings, available online at www.vermontjudiciary.ors of Febniay 14, 2005, the address for the Environmental Court is: Environmental Court, 2418 Airport Road,,$ffi 1, Barre, VT 05641-8701. (Tel. # 802-828-1660) CERTIFICATE OF SERVICE I hereby certify on this 18`' day of November, 2005, a copy of the foregoing ACT 250 NOTICE - MINOR APPLICATION #4CI071R-3, was sent first class mail, postage prepaid to: PARTIES: F & M Development Company, LLC EF Farrell, LLC, PO Box 1335 Burlington, VT 05402-1335 Eric Farrell and DB Morrissey, LLC PO Box 421 Burlington, VT 05402 Donna Kinville, City Clerk City Council, 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 Agency of Natural Resources 103 South Main St. - Center Bldg., 3rd Floor Waterbury, VT 05671-0301 FOR YOUR INFORMATION District #4 Environmental Commission Thomas A. Little, Chair/Kate Purcell/Michael Flaherty 111 West Street Essex Junction, VT 05452 NRCS, District Conservationist/USDA Soils Conservation Service 1193 S. Brownell Road Ste 35 Williston, VT 05495 Tom Bushey, District Supervisor, N.R.C.D. 48 Bushey Road Shelburne, VT 05482 County Forester/Agency of Natural Resources 111 West Street Essex Junction, VT 05452 John M. Austin Agency of Natural Resources Dept. of Fish & Wildlife 5 Perry Street, Suite 40 Barre, VT 05641-4266 W AAct250\ADMIN\CS\4C 1071 R-3.wpd.bc Page 2 COS #4C1071R-3 Burlington Free Press/Classified Ad Section 191 College Street Burlington, VT 05401 Christopher Owen/Vt. Dept. of Public Service 112 State Street, Drawer 20 Montpelier, VT 05620-2601 Green Mountain Power Corporation 163 Acorn Lane Colchester, VT 05446 Michael Russom/Vermont Gas Systems PO Box 467 Burlington, VT 05402 Division for Historic Preservation National Life Building, Drawer 20 Montpelier, VT 05620 James B. McCarthy, Engineering Services Vtrans - One National Life Drive, Drawer 33 Montpelier, VT 05633 Marian White, Policy Analyst Dept. of Agriculture, Food & Markets 116 State Street, Drawer 20 Montpelier, VT 05620-2901 Dan Gaherty/Efficiency Vermont 255 South Champlain Street Burlington, VT 05401 Michael Barsotti, Water Quality Director Champlain Water District 403 Queen City Park Road South Burlington, VT 05403 ADJOINING LANDOWNERS On File at District Commission Office Dated at Essex Junction, Verinont, this 18`h day of November, 2005. arbara J. Ca"dDisy, ct Office Chie lerlc, 879-5670 W:\Act250\ADMrMCS\4C 1071 R-3.wpd.bc w State of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT z 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-4-2499-1 Landowners: D.B. Morrissey, LLC P.O. Box 421 Burlington VT 05402 F & M Development Co., LLC P.O. Box 1335 Burlington VT 05402 PIN: EJ00-0172.02 E.F. Farrell, LLC P.O. Box 1335 Burlington VT 05402 This permit affects property referenced in deeds recorded in Book 322 Page 315 and Book 375 Page 617 of the Land Records in South Burlington, Vermont. This project, consisting of amending Permit #WW-4-2499 to the increase number of residential units from 71 to 74 units to include 13 one bedroom units; 59 two bedroom units; and 2 three bedroom units on Lot #9 served by municipal water and wastewater services located off Farrell Street in the City of 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 4C1071. 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 (802) 828-2106 or (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. 03231, Drawing Number C-5A "Utilities Plan" dated 4-8-05 last revised 5-6-05 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 pen -nit and prior to the conveyance of any lot subject to the jurisdiction of this permit. Wastewater System and Potable Water Supply Permit WW-4-2499-1 D.B. Morrissey, LLC; E.F. Farrell, LLC; F&M Development Co., LLC Page 2 5. All conditions set forth in Permit #WW-4-2499 shall remain in effect except as modified or amended herein. 6. The Wastewater Management Division now reviews the water and wastewater disposal systems under 10 V.S.A.; Chapter 64 — Potable Water Supply and Wastewater System Permit. 7. 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. 8. 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 9. 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 service and sanitary sewer lines to the structure. Dated at Essex Junction, Vermont on December 16, 2005. Jeffrey Wennberg, Commissioner Department of Environmental Conservation By Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board Civil Engineering Associates, Inc. Water Supply Division Act 250 District Environmental Commission Department of Public Safety, Division of Fire Safety 575 Dorset Street South Burlington, VT 05403 (802)846-4106 Mel-1- To: File From: Betsy McDonough, Enhanced 9 —1 — 1 Coordinat r Date: November 2, 2005 Re: Eastwood Commons 11, Catherdral Square, Television Studio Addressing E 9-1-1 addresses for the above mentioned properties are as follows: Eastwood Commons 11— 410 Farrell Street Cathedral Square — 412 Farrell Street Television Studio — 466 Farrell Street State of Vermont LAND USE PERMIT AMENDMENT CASE NO 4C1071R-2 LAWS/REGULATIONS INVOLVED APPLICANT F & M Development Company, LLC. 10 V.S.A. §§ 6001 - 6092 (Act 250) ADDRESS P. O. Box 1335 Burlington, VT 05402-1335 and Cathedral Square Corporation 308 Pine Street Burlington, VT 05401 and EF Farrell, LLC P.O. Box 1335 Burlington, VT 05402-1335 and DB Morrissey, LLC P.O. Box 421 Burlington, VT 05402 District Environmental Commission #4 hereby issues Land Use Permit Amendment 4C1071R-2, pursuant to the authority vested in it by 10 V.S.A. §§ 6001-6092. This permit amendment applies to the lands identified in Book 260, Pages 112-114, of the land records of the City of South Burlington, Vermont, as the subject of a deed to F & M Development Company, LLC., the Permittee as Grantees. This permit specifically authorizes the Permittee to subdivide Lot #1 of the O'Dell Parkway PUD into four lots (creating lots #1, #9, #10 and #11); reduce the size of TV station on Lot #1 from 16,500 sf. to 11,700 sf.; increase the addition to the fitness center on Lot #8 from 4,430 sf to 4,640 sf.; delete the mixed use building on Lot #1; construct a 71-unit residential building on Lot #9; construct 70 senior housing units on Lot #11 with 14,000 sf. Senior Resource Center/office spaces and Lot #10 is reserved as common land. The project is located between Farrell Street and Route 7 in the City of South Burlington. The project is subject to Act 250 jurisdiction because the project is a material or substantial change to a development over which the Commission has jurisdiction and thus constitutes "development" pursuant to EBR 2(A)(1)(e). Accordingly, a land use permit amendment is required pursuant to EBR 34. Land Use Permit #4C1071R-2 Page 2 of 7 The Permittee, and their assigns and successors in interest, are obligated by this permit to complete, operate and maintain the project as approved by the District Commission in accordance with the following conditions: All conditions of Land Use Permit #4C1071R and amendments are in full force and effect except as amended herein. 2. By acceptance of this permit, the Permittees agree 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 Vermont environmental and health statutes and regulations and with this permit. The project shall be completed, operated and maintained in accordance with: (a) Findings of Fact and Conclusions of Law #4C1071R, (b) the plans and exhibits on file with the District Environmental Commission, and (c) the conditions of this permit. 4. The approved plans are: Sheet 1 - "Revised Final Plat, O'Dell Parkway PUD" dated June 20, 2005, last revision 8/2/05; Sheet C-1 - "Existing Condition Plan, O'Dell Parkway PUD" dated 11/18/99, last revision 8/2/05; Sheet C-3 - "Overall Site Plan, O'Dell Parkway PUD" dated 11/18/99, last revision 8/2/05; Sheet C-4A - "Eastwood Phase II Grading + Drainage Plan, O'Dell Parkway PUD" dated 4/8/05, last revision 8/2/05; Sheet C-5A - "Eastwood Phase 11 Utilities Plan, O'Dell Parkway PUD" dated 4/8/05, last revision 8/2/05; Sheet C-6A - "Eastwood Phase 11 Erosion Control Plan, O'Dell Parkway PUD" dated 4/8/05, last revision 8/2/05; Sheet C-7 - "Utility Details + Specifications, O'Dell Parkway PUD" dated 11/18/99, last revision 4/12/05; Sheet C-8 - "Site Details + Sections, O'Dell Parkway PUD" dated 11/18/99, last revision 4/12/05; Sheet C-8.1 - "Site Details + Sections, O'Dell Parkway PUD" dated 5/5/05; Sheet C-9 - "Storm Drainage + Erosion Control Details, O'Dell Parkway PUD" dated 11/18/99, last revision 4/12/05; Sheet C-10 - "Specifications, O'Dell Parkway PUD" dated 11/18/99, last revision 4/12/05; Sheet C-11 - "Specifications, O'Dell Parkway PUD" dated 11/18/99, last revision 4/12/05; Sheet C-12 - "Specifications, O'Dell Parkway PUD" dated 11/18/99, last revision 4/12/05; Sheet C-13 - "Specifications, O'Dell Parkway PUD" dated 11/18/99, last revision 4/12/05; Sheet N2 - "Northeast Overall Planting Plan, O'Dell Parkway PUD" dated 6/17/05, last revision 8/2/05; Sheet N2.1 - `Eastwood Common 11 Landscape Plan, O'Dell Parkway PUD" dated 6/17/05, last revision 8/2/05; Sheet N2.2 - "Cathedral Square Landscape & Lighting Plan, O'Dell Parkway PUD" dated 6/17/05, last revision 8/2/05; Sheet N2.3 - "Lot #1 Landscape & Lighting Plan, O'Dell Parkway PUD" dated 6/17/05; Sheet N2.4 - "Landscape & Lighting Details, O'Dell Parkway PUD" dated 6/17/05; Sheet N2.5 - "Landscape & Lighting Details, O'Dell Parkway PUD" dated 6/17/05; Sheet A-700 - "Elevations Seniors' Housing, O'Dell Parkway PUD" dated 7/28/05; Land Use Permit #4C1071R-2 Page 4 of 7 Lot Use(s) Size Approved by Number 1 TV Station 11,700 sf. (reduction #4C1071R-2 from existing 16,000 lot created by #4C 1071 R sf. facility) 2 Residential 89 units #4C1071R-1 lot created by #4C1071R 3 Residential 160 units #4Cl070R lot created by #4C 1070R 4 Residential 60 units #4C1070R-1 lot created by #4C1070R Common Land #4C 1070R 6 Common Land #4C1070R 7 Common Land #4C 1070R 8 Indoor Recreational Facility 4,640 sf. addition to #4C1071R-2 existing—50,000 sf. lot created by #4C1071R facility 9 Residential 71 units #4C1071R-2 lot created by #4C1071R-2 10 Common Land #4C1071R-2 lot created by #4C1071R-2 11 Congregate Housing 70 units #4C1071R-2 . Senior Resource Center / Office 14,000 sf. lot created by #4C1071R-2 12. Prior to the construction of any additional buildings on the lots approved herein, the Permittees shall submit a design to the District Commission for a wastewater disposal system by a registered engineer or certified site technician which makes best efforts to meet the standards for sewage disposal in Chapter 7 of the Vermont Environmental Protection Rules. 13. The Permittees shall apply and maintain calcium chloride and/or water on all roadways or disturbed areas within the project during construction and until pavement and/or vegetation is fully established to control dust. 14. There shall be no floor drains installed at the facility without first acquiring the required Underground Injection Control Permit from the Water Supply Division of the Agency of Natural Resources. Land Use Permit #4C1071R-2 Page 3 of 7 Sheet A-701 - "Elevations Seniors' Housing, O'Dell Parkway PUD" dated 7/28/05; and Sheet A-300 - "Garage Floor Plan Senior Housing, O'Dell Parkway PUD" dated 7/27/05. 5. A copy of this permit and approved plans shall be on the site at all times throughout the construction process. 6. No changes shall be made in the design or use of this project without the written approval of the District Coordinator or the Commission, whichever is appropriate under the Environmental Board Rules. 7. Pursuant to EBR 51(G), the permit application and material representations relied upon during the review and issuance of this permit by the District Commission shall provide the basis for determining future substantial and material changes to the approved project and for initiating enforcement actions. 8. The District Environmental Commission maintains continuing jurisdiction during the lifetime of the permit and may periodically require that the permit holder file an affidavit certifying that the project is being completed, operated and maintained in accordance with the terms of the permit, as provided by 10 V.S.A. §§ 6001-6092 and the rules of the Environmental Board. 9. By acceptance of the conditions of this permit without appeal, the Permittees confirm and agree that the conditions of this permit shall run with the land and the land uses herein permitted, and will be binding upon and enforceable against the Permittees and all assigns and successors in interest. 10. This permit hereby incorporates all of the conditions of the following Agency of Natural Resources Permits: • Potable Water Supply and Wastewater System Permit #WW-4-2500 issued on October 7, 2005 by the Wastewater Management Division; • Potable Water Supply and Wastewater System Permit #WW-4-2499 issued on October 7, 2005 by the Wastewater Management Division; • Potable Water Supply and Wastewater System Permit #WW-4-1451-1 issued on October 7, 2005 by the Wastewater Management Division. Any subsequent nonmaterial changes to these permits shall be automatically incorporated herein upon issuance by the Agency of Natural Resources. Subsequent amendments involving material changes to the Act 250 permit shall not be constructed prior to review and approval of the District Coordinator or the District Commission under applicable Envirommental Board Rules. 11. The lots of this PUD have the following approved uses based on the original permit (#4C1070, #4C1071 and their subsequent amendments) Land Use Permit #4C1071R-2 Page 5 of 7 15. No later than 30 days prior to commencement of building construction, the applicant shall submit a Construction Waste Reduction Plan nttp ivw. unr state. yr us/decAvastediv/ree cling/pubs/AC T'250temnlate.doc to be approved by the Agency of Natural Resources Solid Waste Management Program. The contractor shall be obligated to implement the Plan. 16. The Permittees and all subsequent owners or lessees shall install and maintain only low -flow plumbing fixtures in any buildings. Any failed water conservation measures shall be promptly replaced with products of equal or better performance. 17. The Permittees shall comply with Exhibit #21 for erosion control. The Permittees shall prevent the transport of any sediment beyond that area necessary for construction approved herein. All erosion control devices shall be periodically cleaned, replaced and maintained until vegetation is permanently established on all slopes and disturbed areas. The Commission reserves the right to schedule hearings and site inspections to review erosion control and to evaluate and impose additional conditions with respect to erosion control as it deems necessary. 18. All mulch, siltation dams, water bars and other temporary devices shall be installed immediately upon grading and shall be maintained until all roads are permanently surfaced and all permanent vegetation is established on all slopes and disturbed areas. Topsoil stockpiles shall have the exposed earth completely mulched and have siltation checks around the base. 19. Grading shall be phased so that all exposed earth is mulched and water bars are in place at the end of each construction day. 20. All disturbed areas of the site shall be stabilized, seeded and mulched immediately upon completion of final grading. All disturbed areas not involved in winter construction shall be mulched and seeded before October 1. Between the periods of October 1 to April 15, all earth disturbing work shall conform with the "Winter Construction" standards and specifications of the Vermont Handbook for Soil Erosion and Sediment Control on Construction Sites (1987). 21. A copy of the approved erosion control plan shall be on the site at all times during construction. 22. In addition to conformance with all erosion control conditions, the Permittees shall not cause, permit or allow the discharge of waste material into any surface waters. Compliance with the requirements of this condition does not absolve the Permittees from compliance with 10 V.S.A. (§§ 1250-1284) Chapter 47, Vermont's Water Pollution Control Law. 23. The Permittees shall maintain a 50-foot undisturbed, naturally vegetated buffer strip between all watercourses on the project site and any disturbed areas. 24. All stumps shall be disposed of on -site above the seasonal high water table or at a State approved landfill so as to prevent groundwater pollution. 25. The limit of disturbance shall not exceed the area delineated by "silt fence" as depicted on Sheet C-7, Exhibit #38a of LUP #4C1071R. Land Use Permit #4C1071R-2 Page 6 of 7 26. The Permittees and all assigns and successors in interest shall continually maintain the landscaping as approved in Exhibits #30, #31, #32, #33, #34 and #35 by replacing any dead or diseased plantings within the season or as soon as possible after the ground thaws, whichever is sooner. 27. Immediately upon completion of the project, the Permittees shall submit a certification from a nurseryman or landscape architect stating specifically that "the landscape plantings have been installed in accordance with the approved landscape plans and applicable conditions of this permit." 28. The installation of exterior light fixtures is limited to those approved in Exhibits #32, #33, #34 and #35. All exterior lighting shall be installed or shielded in such a manner as to conceal light sources and reflector surfaces from view beyond the perimeter of the area to be illuminated. 29. The Permittees shall not erect additional exterior signage without first obtaining approval from the District Commission. Signage includes banners, flags, and other advertising displays, excepting temporary real estate marketing signs. 30. Pursuant to 21 V.S.A. Section 266, the Permittees and/or subsequent lot owner shall construct the single family home, two family home, multi -family home three stories or less, or residential addition 500 square feet or greater in accordance with Vermont's Residential Building Energy Standards (RBES) in effect at the time of construction. 31. Manufactured housing (mobile homes) shall meet the requirements of Title VI of the National Manufactured Housing Construction and Safety Standards Act of 1974 (42 U.S.C. Sections 54-1- 5426). 32. The project shall conform with the 2001 Vermont Guidelines for Energy Efficient Commercial Construction, promulgated by the Vermont Department of Public Service. Any design or equipment features that do not comply with the 2001 Guidelines, or any custom measures not installed, shall be brought promptly to the attention of the Department of Public Service for comment and to the District Commission for approval prior to construction. 33. The installation and/or use of electric resistance space heat is specifically prohibited without the prior written approval of the District Environmental Commission. 34. The Commission reserves the right to evaluate and impose additional conditions with respect to Criteria 5 and 9(K). The Commission reserves the right for a period of time commencing with issuance of this permit amendment and expiring in five years after full buildout of the Project. 35. Each prospective purchaser of any lots shall be shown a copy of the approved plot plan, Potable Water Supply and Wastewater System Permit, the Land Use Permit and Amendments and the Findings of Fact before any written contract of sale is entered into. 36. No further subdivision, alteration, and/or development of any parcel of land approved herein shall be permitted without the written approval of the District Commission. Land Use Permit #4C1071R-2 Page 7 of 7 37. The Permittees shall reference the requirements and conditions imposed by Land Use Permit #4C1071R-2 in all deeds of conveyance and leases. 38. Pursuant to 10 V.S.A. § 6090(c) this permit amendment is hereby issued for an indefinite term, as long as there is compliance with the conditions herein. Notwithstanding any other provision herein, this permit shall expire three years from the date of issuance if the Permittees have not commenced construction and made substantial progress toward completion within the three year period in accordance with 10 V.S.A. § 6091(b). 39. Failure to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A. § 6090(c). Dated at Essex Junction, Vermont, this / day of October, 2005. By s authorized by: Thomas A. Little, Chair District #4 Commission Members participating in this decision: Kate Purcell Chuck Dunham Any party may file a motion to alter with the District Commission within 15 days from the date of this decision, pursuant to Environmental Board Rule 31(A). Decisions on minor applications may be appealed only if a hearing was held by the district commission. Please note that there are certain limitations on the right to appeal. See 10 V.S.A. § 8504(k). Any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of issuance, pursuant to 10 V.S.A. Chapter 220. The appellant must attach to the Notice of Appeal the entry fee of $225.00, payable to the State of Vermont. The Notice of Appeal must include all information required by Rule 5(b)(3) of the Vermont Rules for Environmental Court Proceedings (VRECP). The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the VRECP. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vermontiiidiciarv.ore. The address for the Environmental Court is: Environmental Court, 2418 Airport Rd., Suite 1, Barre, VT 05641-8701. (Tel. # 802-828-1660) W:\Act250\DIST4\PROJECTS\4ClO7l\4ClO7lR-2.PMT CERTIFICATE OF SERVICE I hereby certify on this 19" day of October, 2005, a copy of the foregoing ACT 250 LAND USE PERMIT #4C1071R-2, was sent first class mail, postage prepaid to: PARTIES: F & M Development Company, LLC c/o Eric Farrell PO Box 1335 Burlington, VT 05402-1335 Cathedral Square Corporation c/o Amy Wright 308 Pine Street Burlington, VT 05401 DB Morrissey, LLC c/o Dan Morrissey PO Box 421 Burlington, VT 05402 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 Agency of Natural Resources 103 South Main St. - Center Bldg., 3rd Floor Waterbury, VT 05671-0301 FOR YOUR INFORMATION District #4 Environmental Commission Thomas Little, Chair/Kate Purcell/Chuck Dunham 111 West Street Essex Junction, VT 05452 James B. McCarthy Engineering Services, Vtrans One National Life Drive, Drawer 33 Montpelier, VT 05633 Dated at Essex Junction, Vermont, this 19t" day of October, 2005. 6aar', J. Cady, Distri ffice CTiief Crbrk 879-5670 Ir w:4C 1071 R-2. cs.bc EXHIBIT LIST FOR A] E DATE X R H E I C B E I I T V is ?PLI( E N T E R E D B Y 1 8/8/05 A 2 3 3a 4 „ 5 6 << „ 7 8 9 „ 10 " 11 " " 12 " " 13 " „ 14 " 15 " 16 " 17 " =ION #4C1071R-2 Page 1 A = Applicant T = Town 0 = Opponent RPC = Regional Planning Commission ANR = Agency of Natural Resources AOT = Agency of Transportation DPS = Department of Public Services M = Municipality DP = Division for Historic Preservation WMD = Wastewater Management Division L = Landowner Nature of Exhibit and Date Entered Cover Memo by Eric Farrell, F & M Development Company, LLC (8/4/05) Act 250 Land Use Permit Application Schedule A - Fee Information Schedule E - Adjoiner Information Schedule F - Certificate of Service Schedule B - Act 250 Narrative Location Map Traffic Impact Summary Letter by E. Farrell re Municipal Impact Questionnaire (8/4/05) Letter by E. Farrell re School Impact Questionnaire (8/4/05) Letter by Stephen Vock, Civil Engineering Associates re WW Permit (8/5/05) Letter by Justin Rabidoux, City of Burlington Dept. of Public Works re Water & Sewer Capacity (6/9/05) Letter by Jay Nadeau, South Burlington Water Dept. re Water Design Flows (5/22/05) Letter by S. Vock re Sewer Design Flows (5/10/05) Letter by S. Vock re Water Design Flows (5/10/05) Elevation Study (8/4/05) Plat: Revised Final Plat Sht. 1 (Rev. 8/2/05) Plan: Existing Condition Plan Drw. C-1 (Rev. 8/2/05) WAAct250\ADMIN\EXHIBI'I14C 1071 R-2ex.wpd. cc EXHIBIT LIST FOR APPLICA bN #4C1071R-2 Page 2 18 14 11Plan: Overall Site Plan Drw. C-3 (Rev. 8/2/05) 19 °° Plan: Eastwood Phase II Grading & Drainage Plan Drw. C-4A (Rev. 8/2/05) 20 Plan: Eastwood Phase II Utilities Plan Drw. C-5A (Rev. 8/2/05) 21 Plan: Eastwood Phase II Erosion Control Plan Drw. C-6A (Rev. 8/2/05) 22 Plan: Utility Details & Sections Drw. C-7 (Rev. 4/12/05) 23 Plan: Site Details & Sections Drw. C-8 (Rev. 4/12/05) 24 Plan: Site Details & Sections Drw. C-8.1 (5/5/05) 25 °° Plan: Storm Drainage & Erosion Control Details Drw. C-9 (Rev. 4/12/05) 26 `° Plan: Specifications Drw. C-10 (Rev. 4/12/05) 27 °° Plan: Specifications Drw. C-11 (Rev. 4/12/05) 28 °° Plan: Specifications Drw. C-12 (Rev. 4/12105) 29 °° Plan: Specifications Drw. C-13 (Rev. 7/19/05) 30 Plan: North East Overall Planting Plan Sht. N2 (6/17/05) 31 Plan: Landscape Plan Sht. N2.1 (6/17/05) 32 Plan: Cathedral Square Landscape & Lighting Plan Sht. N2.2 (6/7/05) 33 Plan: Lot 1 - Landscape & Lighting Plan Sht. N2.3 (8/2/05) 34 Plan: Landscape &Lighting Details Sht. N2.4 (6/17/05) 35 Plan: Landscape & Lighting Details Sht. N2.5 (6/17/05) 36 Plan: Elevations Drw. A-700 (8/1/05) 37 °° Plan: Elevations Drw. A-701 (8/1/05) 38 Plan: Garage Floor Plan Drw. A-300 (7/27/05) 39 09/13/05 Municipal Impact Questionnaire 40 09/15/05 Entry of Appearance (09/12/05) 41 10/07/05 Wastewater System & Potable Water Supply Permit #WW-4- 1451-1 (10/07/05) 42 10/07/05 At Wastewater System & Potable Water Supply Permit #WW-4-2499 (10/07/05) 43 10/07/05 itWastewater System & Potable Water Supply Permit #WW-4-2500 W:\Act250\ADMIN\EXHIBITM4C 1071 R-2ex.wpd.cc SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October 19, 2005 Eric Farrell F & M Development PO Box 1335 Burlington, VT 05402 Re: Minutes — O'Dell Pkwy Dear Eric: For your records, enclosed is a copy of the minutes from the September 20, 2005 Development Review Board meeting. If you have any questions, feel free to contact me. Betsy McDo ugh Planning oning Assistant Encl. - V� G DEVELOPMENT REVIEW BOARD 20 SEPTEMBER 2005 Mr. Kadish said he would like to see pictures of what the building would look like from Tilley Drive. He also asked if the applicant could expand the access to the single family house instead of the access proposed by the plan. Mr. Senesac said that from the existing condos, residents would be looking at a 60-foot impact because of the nature of the landscaping. He also said he would hate to think of what will happen if someone on the on -ramp accelerated and met a car from the proposed access. Ms. Howley presented a petition with 60 signatures from the local neighborhood opposing the 4-story complex. Ms. Howley was also concerned with the possibility of a trail easement along the Interstate. She felt it was very close to the residential garages. She felt the sidewalk on the other side of the road was sufficient and the rec path wasn't needed. She also felt it was important for the Board to listen to the opinions of neighbors. Mr. Kadish noted he lives west of this property and wanted to see elevations from there as well and an indication of what the building would look like. Ms. Goddard was concerned with the impact of water in their basements. Mr. Dinklage said there will be experts to help review this. He added that no existing situation will be made worse because of this development. Ms. Quimby then moved that Sketch Plan #SD-05-52 be continued until 1 November. Mr. Bolton seconded. Motion passed unanimously. � 4 Continued Public Hearing: Final Plat Application #SD-05-60 of F&M �`— Development Co., LLC, to amend a previously approved planned unit development consisting of. 1) 309 residential units in six buildings, 2) subdividing two parcels of 24.458 acres into eight lots, 3) a 90,000 sq. ft. building which will include 11,000 sq. ft. of retail, a 150 seat, 7500 sq. ft. restaurant, 70,000 sq. ft. of general office, 2500 sq. ft. drive-in bank, and ten residential units, 4) a 4430 sq. ft. expansion to an indoor recreation facility, and 5) an existing 16,000 sq. ft. television studio & office building. The amendment consists of: 1) subdividing lot #1 in three lots, 2) boundary line adjustment between lots #8, & 9,3) reduce size of mixed -use building to 64,350 sq. ft. to include 40,000 sq. ft. of office use, 7000 sq. ft. of retail use and six dwelling units, 4) site modifications to 370 Farrell St, 5) increasing the expansion of indoor recreational facility by 210 sq. ft. to 4460 sq. ft., and 6) constructing a 71 unit 4-story family dwelling on lot #9, Farrell St: Mr. Farrell showed the existing conditions and the plat for this proposed subdivision. He indicated that he had met three times with neighbors. As a result, 10 parking spaces have been removed and there has been a 3-story addition resulting in 2 additional units. This -3- DEVELOPMENT REVIEW BOARD 20 SEPTEMBER 2005 addresses the concern about lights from the garage shining into homes. The access to the garage has been moved. Mr. Dinklage noted the meeting was not warned to cover these 2 units. The Board was OK with hearing this as 73 units. Mr. Bolton expressed concern that this would leave the Board open to criticism and was not legal. Mr. Kupferman noted the 73 units are within the allowable density. Mr. Belair said the Board could approve 71 units and have the applicant apply for the 2 additional units at the next meeting. Ms. Hinds said what is proposed is well under any material impact. Mr. Farrell said they will provide an access road, graveled, to Twin Oaks. Per the request of the Fire Chief, they are also providing a grassy area for access to one side of the building. Another berm will be constructed and will be landscaped and topped with a fence for screening for neighbors to the north. They will no longer need an outdoor area for trash containers as these will be contained within the garage. Mr. Farrell then showed the plan for the 2 additions to the Twin Oaks building. In the proposed new building, Mr. Farrell indicated they had moved the stairwell windows so they don't face the existing neighborhood since those lights would be on all the time. Decks will face east, also in deference to neighbors. A 16.9% parking waiver is being requested as well as a 19-foot height waiver. Mr. Farrell noted that the Ben Franklin lot is being counted toward the PUD. Ms. LaRose said the Rec Path Committee is OK with the location of the proposed path. Mr. Farrell also noted they had corrected the location of the Verizon easement. There will be no parking allowed for recreational vehicles. Mr. Dinklage asked about the status of the Bacon Street ownership. Mr. Belair said a resolution is in the works and it is all in the city's hands to deal with. Mr. Kochman read a statement into the record objecting to the height waiver as it does not relate to other buildings in the vicinity. He cited city regulation 14.06C(2) in support of his objection. Mr. Hennessey noted that recently at the intersection at 8 a.m., he is waiting behind many cars to get through the stop sign. He felt this would become much worse with this added DEVELOPMENT REVIEW BOARD 20 SEPTEMBER 2005 development. He asked that there be a traffic study and stressed that there are 20-30 children who wait for the school bus at that location. He felt this was a potentially dangerous situation. Mr. Belair noted this property was approved for a certain number of trip ends which has been steadily reduced. Ms. Greenfield suggested the possibility of a rotary at that location. She said she has already seen "grid lock" there. Mr. Dinklage suggested residents communicate their concerns to Bruce Hoar. Ms. Hinds felt the City Council also needs to hear these concerns and suggested people speak with the City Manager. Residents should ask for traffic counts, accident history, etc., so the Council can have these facts. Mr. Belinsky said he objects to a 4-story building so close to one and two-story homes. He felt this completely unharmonious. Mr. Kochman noted the Board did not grant a height waiver to the last applicant and asked why they would grant this one. Mr. Bolton said because of the zoning difference. Mr. Kochman said this building will tower above the landscape and will be 30 or 40 feet above the trees. It will completely obliterate the sky and there will be no sun on the trees which will stunt their growth. Mr. Kupferman noted that at some time this developer will have as much density as the regulations allow. He felt the developer had provided large setbacks. Ms. LaRose noted that the city's view standards are from public rights -of -way; not from private buildings. Mr. Kochman stressed that he is talking about harmony between existing buildings and a proposed development. Another neighbor compared this to a city apartment block like Brooklyn right next to suburban housing. Stipulation #8 of the approval motion was amended to indicate a 73-unit residential building. Stipulation #16 was amended to indicate a total maximum building height of 54 feet above the average pre -construction grade. Ms. Quimby then moved to approve Final Plat Application #SD-05-60 of F & M Development Co, LLC, as amended. Mr. Farley seconded. Motion passed 6-0 with Mr. Birmingham abstaining. 5. Public Hearing: Final Plat Application #SD-05-73 of Cathedral Square Corp. to amend a previously approved planned unit development consisting of: 1) 309 residential units in six buildings, 2) subdividing two parcels of 24.458 acres into eight lots, 3) a 90,000 sq. ft. building which will include 11,000 sq. ft. of retail, a 150 seat, 7500 sq. ft. restaurant, 70,000 sq. ft. of general office, 2500 sq. ft. drive-in bank, and ten residential units, 4) a 4430 sq. ft. expansion to an indoor recreation facility, and 5) an existing 16,000 sq. ft. television studio & office building. The amendment consists of. 1) elimination of 90,000 sq. ft. mixed use building, 2) reduction in size of 16,000 sq, ft. -5- i �EVELOPMENT REVIEW BOARD 20 SEPTEMBER 2005 television studio to 11,700 sq. ft., and 3) construct a 4-story, 63 unit congregate care housing facility, Farrell Street: Ms. Wright distributed information on Cathedral Square. Mr. Farrell noted this building is farther from the neighbors and showed its location in relation to other buildings. Ms. Wright noted that VNA will locate an adult day care center in the proposed building, and the United Way will relocate its offices there as well. Mr. Dinklage noted receipt of a letter from Norman Smith, attorney for the Ben Franklin store, regarding concerns with traffic patterns in relation to their loading dock. Mr. Farrell reviewed the history of the area and rights of way that Ben Franklin has around their building. He said he had agreed to relocate their loading dock and Ben Franklin has signed an agreement to that affect. Mr. Smith said it was their hope to work out their concerns. Mr. Dinklage asked if non-residents will come to the day care facility. Ms. Wright said they would. The maximum the day care will serve is 25. Mr. Farrell then showed the building elevations. It will be a 4-story building with offices on the first floor. They are requesting a 19.5 ft. height waiver. Stipulation #12 was amended to read "...54.5 feet above average pre -construction grade." Ms. Quimby asked about compliance with the Fire Chief s concerns. Condition #5 was added to the approval motion as follows: The applicant will comply with the requests of the Fire Chief. Mr. Barritt asked about noise from the air conditions units. He noted these are very noisy on hot days. He also expressed concern with noise from exhaust removal fans in the garage. Mr. Gilbert said they plan to air condition the first floor and the rest of the building if they can. The chiller would be on the utility side of the building. Mr. Belair said this would have to be shown on the plan, or the applicant would have to come back and add it. Residents asked for more trees for screening. Mr. Farrell said he would meet with neighbors to see what can be done. Ms. Quimby then moved to approve Final Plat application #SD-05-73 of Cathedral Square Corp. as amended above. Mr. Farley seconded. Motion passed 6-0 with Mr. Birmingham abstaining. 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-4-2500 PIN: EJ00-0172.04 Landowner: D.B. Morrissey, LLC E.F. Farrell, LLC P.O. Box 421 P.O. Box 1335 Burlington VT 05402 Burlington VT 05402 F&M Development Company, LLC P.O. Box 1335 Burlington VT 05402 This permit affects property referenced in deeds recorded in Book 315 Page 617 and Book 322 Page 375 of the Land Records in South Burlington, Vermont. This project, consisting of constructing one building to house 72 senior residential units (66-one bedroom and 6-two bedroom units) with a 40 adult and 6 staff adult day care, and, general office space for a maximum of 50 employees on Lot 11 of Permit #WW-4-1451-1 served by municipal water and wastewater services located off Farrell Street in the City of 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 1071. 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 of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, the Department Public Safety, Division of Fire Safety— telephone (802) 828-2106 or (802) 879- 2300, and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: Project No. 99101, Sheet 1 "Revised Final Plat" dated June 20, 2005 last revised 8/2/05; Sheet C-3 "Overall Site Plan" dated 11/18/99 last revised 8/2/05; Sheet C-5A "Eastwood Phase II Utilities Plan" dated 4/8/05 last revised 8/2/05; Sheet C-12 "Specifications" dated 11/18/99 last revised 4/12/05; and Sheet C-13 "Specifications" dated 11/18/99 last revised 7/19/05 prepared by Civil Engineering Associates, Inc. Wastewater System and Potable Water Supply Permit WW-4-2500 D.B. Morrissey, LLC; E.F. Farrell, LLC; and F&M Development. Company, LLC Page 2 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. 5. All conditions set forth in Permit #WW-4-1451-lshall remain in effect except as modified or amended herein. 6. The Wastewater Management Division now reviews the water and wastewater disposal systems under 10 V.S.A., Chapter 64 —Potable Water Supply and Wastewater System Permit. 7. 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. 8. 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 9. 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." 10. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. The Wastewater Management Division shall allow no other method, or location of obtaining potable water without prior review and approval. Wastewater System and Potable Water Supply Permit WW-4-2500 D.B. Morrissey, LLC; E.F. Farrell, LLC; and F&M Development Company, LLC Page 3 11. 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 allocated 8,902 of wastewater for the senior residential and adult day care, and, 600 gallows of wastewater for the general office space. 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 7, 2005. Jeffrey Wennberg, Commissioner Department of Environmental Conservation By Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board Cathedral Square Corporation Civil Engineering Associates, Inc. Water Supply Division Act 250 District Environmental Commission 44 Department of Public Safety, Division of Fire Safety 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-4-1451-1 Landowner: D.B. Morrissey, LLC PO Box 421 Burlington VT 05402 F&M Development Company, LLC PO Box 1335 Burlington VT 05402 PIN: EJ00-0172.02 E.F. Farrell, LLC PO Box 1335 Burlington VT 05402 This permit affects property referenced in deeds recorded in Book 315 Page 617 and Book 322 Page 375 of the Land Records in South Burlington, Vermont. This project, consisting of amending Permit #WW-4-1451 to subdivide Lot 1 previously approved by Permits #EC-4-2337 and #WW-4-1502-2 as a 7.439 acres into a new Lot 1 being 3.206 acres and renovating the existing WVNY building into a Wellness Center with 6 administrative employees, 15 professional employees and 300 patients per day served by municipal water and wastewater services and create Lot 9 subject to Wastewater System and Potable Water Supply Permit #WW-4-2499 and Lot 11 subject to Wastewater System and Potable Water Supply Permit 4WW-4-2500 located off Farrell Street in the City of 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 1071. 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 of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, the Department Public Safety, Division of Fire Safety— telephone (802) 828-2106 or (802) 879- 2300, and local officials erior to proceeding with this project. 2. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: Project No. 99101, Sheet 1 "Revised Final Plat" dated June 20, 2005 last revised 8/2/05; Sheet C-3 "Overall Site Plan" dated 11/18/99 last revised 8/2/05; Sheet C-5A "Eastwood Phase II Utilities Plan" dated 4/8/05 last revised 8/2/05; Sheet C-12 "Specifications" dated 11/18/99 last revised 4/12/05; and Sheet C-13 "Specifications" dated 11/18/99 last revised 7/19/05 prepared by Civil Engineering Associates, Inc. Wastewater System and Potable Water Supply Permit WW-4-1451-1 D.B. Morrissey, LLC; E.F. Farrell, LLC; and F&M Development Company, LLC Page 2 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. 5. All conditions set forth in Permit #EC-4-2337 and #WW-4-1503-2 shall remain in effect except, as modified or amended herein. 6. This Permit shall null and void Permit #WW-4-1451. 7. The Wastewater Management Division now reviews the water and wastewater disposal systems under 10 V.S.A., Chapter 64 — Potable Water Supply and Wastewater System Permit. 8. 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. 9. 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. 10. Any lot depicted on the plans and not specifically referenced as being approved for a use requiring a potable water supply and wastewater disposal system shall comply with the Wastewater System and Potable Water Supply Rules, Effective January 1, 2005, Section 1- 403(a)(5) for the creation of unimproved lots. WATER SUPPLY & WASTEWATER DISPOSAL 11. 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 service and sanitary sewer lines to the renovated WVNY Building. Wastewater System and Potable Water Supply Permit WW-4-1451-1 D.B. Morrissey, LLC; E.F. Farrell, LLC; and F&M Development Company, LLC Page 3 12. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. The Wastewater Management Division shall allow no other method, or location of obtaining potable water without prior review and approval. 13. 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 allocated 3,615 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 7, 2005. Jeffrey Wennberg, Commissioner Department of Environmental Conservation By2� Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board Cathedral Square Corporation Civil Engineering Associates, Inc. Water Supply Division Act 250 District Environmental Commission #4 Department of Public Safety, Division of Fire Safety State of Vermont — WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT x 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-4-2499 PIN: EJ00-0172.03 Landowner: D.B. Morrissey, LLC P.O. Box 421 Burlington VT 05402 E.F. Farrell, LLC P.O. Box 1335 Burlington VT 05402 F&M Development Company, LLC P.O. Box 1335 Burlington VT 05402 This permit affects property referenced in deeds recorded in Book 315 Page 617 and Book 322 Page 375 of the Land Records in South Burlington, Vermont. This project, consisting of constructing one building to house 71 residential units (12-one bedroom and 59-two bedroom units) on Lot 9 of Permit 4WW-4-1451-1 served by municipal water and wastewater services located off Farrell Street in the City of 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 1071. 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 of Environmental Conservation, Water Supply Division - telephone (802) 241-3400, the Department Public Safety, Division of Fire Safety— telephone (802) 828-2106 or (802) 879- 2300, and local officials rp for to proceeding with this project. 2. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: Project No. 99101, Sheet 1 "Revised Final Plat dated June 20, 2005 last revised 8/2/05; Sheet C-3 "Overall Site Plan" dated 11/18/99 last revised 8/2/05; Sheet C-5A "Eastwood Phase II Utilities Plan" dated 4/8/05 last revised 8/2/05; Sheet C-12 "Specifications" dated 11/18/99 last revised 4/12/05; and Sheet C-13 "Specifications" dated 11/18/99 last revised 7/19/05 prepared by Civil Engineering Associates, Inc. Wastewater System and Potable Water Supply Permit WW-4-2499 D.B. Morrissey, LLC; E.F. Farrell, LLC; and F&M Development. Company, LLC Page 2 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. 5. All conditions set forth in Permit #WW-4-1451-Ishall remain in effect except as modified or amended herein. 6. The Wastewater Management Division now reviews the water and wastewater disposal systems under 10 V.S.A., Chapter 64 — Potable Water Supply and Wastewater System Permit. 7. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vennont 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. 8. 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 9. 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." 10. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. The Wastewater Management Division shall allow no other method, or location of obtaining potable water without prior review and approval. Wastewater System and Potable Water Supply Permit WW-4-2499 D.B. Morrissey, LLC; E.F. Farrell, LLC; and F&M Development Company, LLC Page 3 11. 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 allocated .14,070 gallons of wastewater for the residential units. 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 7, 2005. Jeffrey Wennberg, Commissioner Department of Environmental Conservation By -- Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board Cathedral Square Corporation Civil Engineering Associates, Inc. Water Supply Division Act 250 District Environmental Commission #4 Department of Public Safety, Division of Fire Safety F&M DEVELOPMENT COMPANY, LLC P.O. Box 1335, Burlington, VT 05402 802-658-7400 fax 802-860-3594 Memo To: Ray Belair From: Eric Farrell Date: December 21, 2005 Re: O'Dell Parkway PUD Enclosed, please find the following materials: • Drawing Number C-3 for both Eastwood Commons (Lot 9) and Senior Housing (Lot 11) for recording. • Check in the amount of $22.00 for recording of the Mylar's. • Drawing Number C-2 for each project depicting the snow storage areas. • Sheet A300, depicting the underground parking for the Senior Housing • Sheets 200a and 200b, depicting the underground parking for Eastwood Commons II. The handicap parking spaces provided in the surface and underground parking fields for each project meet or exceed the City's requirements. The latest revisions to the plans (previously submitted) comply with the requirements of the Fire Chief, Water Department and the City Engineer. We have not received any comments from the City Arborists that require revisions to the plans. Please call if you have any questions, otherwise, we ask that you record the Mylar's today. Enclosures 1 REVISED FOR SENIOR HOUSING 9/16/2005 O'Dell Parkway PUD Farrell Street South Burlington, Vermont Lot Coverage Summary Parcel Size - Square Feet (includes Ben Franklin) 1,082,205 Remarks Building Coverage (square feet) Building Coverage (percentage) Overall Coverage (square feet) Overall Coverage (percentage) 100.0% Per Existing Final Plat Approval (#SD-05-60) approval pending (8/16/05) 214,630 19.8% 651,780 60.2% correction on TV Station foorprint 3,600 3,600 218,230 20.2% 655,380 60.6% Current Application Changes Lot 1 - Mixed Use/TV Station decrease parking/walkways (9,450) Lot 1 - Mixed Use eliminate building footprint (16,350) (16,350) Lot 1 - TV Station decrease building footprint (4,300) (4,300) Lot 2 - Residential Use No Change Lot 3 - Residential Use No Change Lot 4 - Residential Use No Change Lot 5 - Common Land No Change Lot 6 - Common Land No Change Lot 7 - Common Land No Change Lot 8 - Twin Oak Sports & Fitness add building footprint 210 210 Lot 9 - Residential Use No Change Lot 10 - Common Land No Change Lot 11 - Senior Resource Center add building footprint 18,040 18,040 Lot 11 - Senior Resource Center add parking/walkways - 22,245 Coverage Totals 1 215,830 19.9% 665,775 61.5% No Text 3y3- �s� 8/2/2005 O'Dell Parkway PUD Farrell Street South Burlington, Vermont Parking Summary Lot Parking Parking Parking Parking Parking Type Number Required Provided Waiver Waiver Amount Percentage (surface vs under -story) Per Existing Final Plot Approval (#SD-05-60 - pending) Entire PUb 986 824 162 16.4% both Proposed Changes Eliminate 40,000 SF Office 1 (140) surface + under -story Eliminate 7,000 SF Retail 1 (35) surface + under -story Eliminate 6 Residential Units 1 (14) surface + under -story Reduce TV Station from 16,000 SF to 11,700 SF 1 (20) surface No Use Changes 2 surface + under -story No Use Changes 3 surface + under -story No Use Changes 4 surface + under -story Common Land 5 n/a Common Land 6 n/a Common Land 7 n/a No Use Changes 8 surface No Use Changes 9 surface + under -story Common Land 10 n/a Add 63 Senior Housing Units 11 92 surface + under -story Add Senior Resource Center/Office (14,000 sf) 11 49 surface + under -story Revised Parking Totals (Per Today's Request) 5 surface +under -story qc� 8/2/2005 O'Dell Parkway PUD Farrell Street South Burlington, Vermont Lot Coverage Summary Parcel Size - Square Feet (includes Ben Franklin) Remarks 1,082,205 Building Building Overall Overall Coverage (square feet) Coverage (percentage) Coverage (square feet) Coverage (percentage) 100.0% Per Existing Final Plat Approval (#SO-05-60) approval pending (8/16/05) 213,450 19.7% 653,780 60.4% correction on TV Station foorprint 3,600 3,600 217,050 20.1% 657,380 60.7% Current Application Changes Lot 1 - Mixed Use/TV Station decrease parking/walkways (9,450) Lot 1 - Mixed Use eliminate building footprint (16,350) (16,350) Lot 1 - TV Station decrease building footprint (4,300) (4,300) Lot 2 - Residential Use No Change Lot 3 - Residential Use No Change Lot 4 - Residential Use No Change Lot 5 - Common Land No Change Lot 6 - Common Land No Change Lot 7 - Common Land No Change Lot 8 - Twin Oak Sports & Fitness add building footprint 210 210 Lot 9 - Residential Use No Change Lot 10 - Common Land No Change Lot 11 - Senior Resource Center add building footprint 18,040 18,040 Lot 11 - Senior Resource Center add parking/walkways - 22,245 Coverage Totals 214,650 19.8% 667,775 61.7% L Prepared by: T. J. Boyle & Associates ODELL EASTWOOD II PLANTING SCHEDULE 9/1612005 Trees Code AFAB AGA ARE BP FPP LID MLM MZC ACER x freemani'Autumn Blaze' Amelanchier x grandiflora'Autumn Brilliance' ACER rubrum 'Embers' BETULA papyifera FRAXINUS p.'Patmore' LARIX decidua Magnolia x'Loebneri'Merrill' MALLS zumi'Calocarpa' PINUS strobus Prunus sargent QUERCUS rubra SALIX alba'Tristis' ISYRINGA reticulata'Japanese True Lilac' Common Name Autumn Blaze Maple Autumn Brilliance Serviceberry R ed Maple Paper Birch Patmore Ash European Larch Leonard Messel Magnolia Redbud Crab Eastern White Pine Sargent Cherry Red Oak i Golden Weeping Willow liapanese True Lilac Size 2.5" cal. 7-8' ht. 2.5" cal. 10-12' ht. 2.5" cal. 6-8' 10'-12' 3" cal. 6-T 2.5" cal. 3"-3.5" cal. 2.5" cal. 2.5" cal. Sec B&B B&B B&B B&B B&B B&B B&B B&B B&B B&B B&B B&B B&B Notes multi -stem multi -stem wholesale $ 170.00 $ 145.00 $ 170.00 $ 125.00 $ 165.00 $ 115.00 $ 120.00 $ 175.00 $ 95.00 $ 185.00 $ 250.00 $ 140.00 $ 132.00 .. h_fMr l installed $ 4,250.00 $ 2,900.00 $ 2,975.00 $ 2,187.50 $ 2,475.00 $ 2,587.50 $ 1,200.00 $ 1,750.00 $ 475.00 $ 925.00 $ 4,375.00 $ 700.00 1 $ 990.00 27.790.00 Qt . 10 8 7 7 6 9 4 4 2 PS 2 PRS 7 QR SAT 1 SR 2 3 Shrubs Scientific Name ARONIA arbutifolia'Brilliantissima' CLETHRA alnifolia COTONEASTER apiculata DEUTZIA gracilis EUONYMUS fortunei ILEX glabra'Com acta' JUNIPERUS horizontalis'Bar Harbor' JUNPERUS ch. 'Old Gold' JUNPERUS virginiana'Grey Owl' RHODODENDRON catawbiense'Alba' RHODODENDRON'PAM.' RHODODENDRON'Roseum Elegans' ROSA rugosa SPIREAjaponica'Little Princess' SPIREA x. b. 'Lemon Princess' TAXUS x m. 'Densiformis' THUJA occidentalis'Holmstrup' THUJA occidentalis'Nigra' VIBURNUM carlesii'Cayuga' VUBURNUM p. t.'Mariesii' IVUBURNUM trilobum'Compactum' Common Name Brilliant Red Chokeberr Summersweet Cranberry Cotoneaster Slender Deutzia Wintercreeper Euonymus Dwarf Inkber Bar Harbor Juniper Old Gold Juniper Grey Owl Juniper White Catawba Rhododendron P.J.M. Rhododendron Roseum Elegans Rhododendron Rugosa Rosa Little Princess Spirea Lemon Princess Spirea Dense Yew Holmstrup Arborvitae Dark American Arborvitae Cayuga Viburnum MDoublefile Viburnum aires I Compact American Cranberrybush Size 4-5' 24" 24" 24" 24" 30" 24" 18" 18" 30" 24" 30" 24" 18" 24" 30" 3.5' 5.5-6' Ht. 24" 5' 3 Sec B&B B&B B&B B&B B&B #5 Cont. #5 Cont. #3 Cont. #3 Cont. B&B B&B B&B #3 Cont. #3 Cont. B&B B&B B&B B&B B&B B&B B&B 4' O.C. 3' O.C. wholesale $ 32.00 $ 18.00 $ 18.00 $ 16.00 $ 18.00 $ 35.00 $ 24.00 $ 12.50 $ 12.00 $ 35.00 $ 28.00 $ 35.00 $ 10.50 $ 33.25 $ .00 30 $ 30.00 $ 30.00 $ 38.00 $ 30.00 $ 38.00 $ 24.50 sub -total installed $ 400.00 $ 810.00 $ 315.00 $ 640.00 $ 315.00 $ 1,050.00 $ 480.00 $ 687.50 $ 750.00 $ 350.00 $ 560.00 $ 612.50 $ 2,362.50 $ 1,656.25 $ 675.00 $ 6.00 , $ ,525.00 $ 5,035.00 $ 150.00 $ 190.00 $ 183.75 $ 25,447.50 Qt . Code 5 AA CA CEA DG 18 7 16 7 EF IGC JBH JCOG JVGO RCA 12 8 22 25 4 8 RPJM RRE 7 90 RR SJLP SBLP TMD TOH TON VC VPT 1 VTC 50 15 29 87 53 2 2 3 Groundcovers Code HH IS & Perrenials Scientific Name Allowance Daylilly Mix' Iris siberica Perrenial Mix Perrenial Shade Mix ... ._ _. Common Name Locations to be specified Siberian Iris .._ .,.,_.___.,_...___......,•.,.......:,...• Size 1 gal. 1gal. Sec Cont. Cont. 24" O.C. 24" O.C. wholesaleMinstalledBulb $ 5.00 $ 5.00 sub -total $ 3,200.00 Qt . 154 54 PM SH Berm and Buffer Code Plantings ABIES balsamae AMELANCHIER canadensis ACER rubrum'Embers' ACER s. 'Green Mountain' FRAXINUS pennsylvanica PINUS strobus PINUS sylvestris Common Name Balsam Fir Shadblow, Serviceberry R ed Maple Green Mountain Sugar Maple Eastern White Pine Scotch Pine Size 16-18' ht. 6-T ht. 2.5" cal. 2.5-3" cal. 6-7" cal. 9-10' ht. 9-10' ht. Sec B&B B&B B&B B&B B&B B&B Notes spaded wholesale $ 800.00 $ 90.00 $ 170.00 $ 290.00 $ 1,600.00 $ 185.00 $ 150.00 k_fM, l installed $ 12,800.00 $ 2,025.00 $ 21125.00 $ 3,625.00 $ 6,400.00 $ 3,237.50 1 $ 3,750.00 4 33.962.50 Qt . 16 AB 9 AC 5 ARE 5 ASGN 4 FP PS2 7 _ 10 PSY Total $ 90,400.00 South Burlington Fire Department 575 Dorset Street South Burlington, VT 05403 802-846-4110 September 19, 2005 Ms. Juli Beth Hines, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: O'Dell Parkway Eastwood II Senior Housing Dear Juli Beth: I have met with the developers of the two projects on Farrell Street currently under consideration, Eastwood Commons II and Senior Housing. I have reviewed the plans for both buildings and at this point I am satisfied that they have addressed all areas of concern. I am comfortable letting this project proceed. Should you need any further information from me please let me know. rely, Douglas Brent Chief of Fire and EMS Landscape Review 8/5/05 O'Dell Pkwy East Commons II TJ Boyle Landscape Architects I. `Patmore' Ash and any other Green Ash cultivars are unacceptable species due to over planting in South Burlington. 2. I'd recommend moving Red Oak on the west side of the building 5 feet off the sidewalk as opposed to 3 feet to provide the trees with a bit more rooting space and a little more time for establishment before clearance pruning becomes necessary 3. Should reconsider the use of Salix alba `tristis' on the northwest corner of the building to avoid conflicts with the sewer line 4. May want to delineate some areas for snow storage around parking lots. Currently there are no areas to push up snow without damage to trees or shrubs O'Dell Pkwy PUD Lot I 1. Eliminate `Patmore' Ash and any other Green Ash cultivars 2. I'd recommend a species other than Littleleaf Linden in parking lot islands. Littleleaf Linden is becoming over planted in South Burlington and is a poor selection due to salt sensitivity 3. Four trees labeled PS are shown on the plan but not listed in the planting schedule (I assume these are White Pine but that should be clarified) SENIOR HOUSING PLANTING SCHEDULE Trees 8l2/2005 Qty. Code I Common Name Size Sec Notes wholesale installed 6 ARE ACER rubrum'Embers' R ed Maple 2.5" cal. B&B $ 170.00 $ 2,550.00 1 AFAB ACER x. f. 'Autumn Blaze' Autmn Blaze Maple 2.5" cal. B&B $ 170.00 $ 425.00 4 AxC AMELANCHIERx'Cumulus' Cumulus Serviceberry 13/4" B&B $ 108.00 $ 1,080.00 8 AGB AMELANCHIER x grandiflora'Autumn Brilliance' Autumn Brilliance Serviceberry 7-8' Ht. B&B clump form $ 145.00 $ 2,900.00 6 BP BETULA papyifera Paper Birch 12' Ht. B&B clump form $ 140.00 $ 2,100.00 13 GTS GLEDISTSIA U. 'Sunburst' Sunburst Honeylocust 2.5" cal. B&B $ 145.00 $ 4,712.50 9 MCM MALUS'Candy Mint' Candy Mint Sargent Crab 2.5" cal. B&B $ 153.00 $ 3,442.50 2 PRS PRUNUS sargentii Sargent Cherry 2.5" cal. B&B $ 165.00 $ 825.00 8 OR IQUERCUS rubra Red Oak 2.5" cal. B&B $ 145.00 $ 2,900.00 6 SR ISYRINGA reticulata Japanese True Lilac 2.5" cal. B&B $ 145.00 $ 2,175.00 sub -total $ 23,110.00 Shrubs Qty. I Code I Scientific Name Common Name Size Spec wholesale installed 2 AA AROMA arbutifolia 'Brilliantissima' Brilliant Red Chokeberry 5-6' Ht. B&B $ 55.00 $ 275.00 14 CA CONTONEASTER apiculata Cranberry Cotoneaster 18" #2 Cont. $ 18.00 $ 630.00 40 CAC CLETHRA alnifolia 'Compacta' Compact Summersweet 5 gal. Cont. $ 28.00 $ 2,800.00 4 FSS FORSYTHIA suspenda sieboldi Siebold Weeping Forsythia 30" #3 Cont. $ 32.50 $ 325.00 1 HV HAMMELIS virginiana Witch Hazel 4' B&B $ 32.50 $ 81.25 3 JCP JUNIPERUS c. Pfitzeriana compacta Compact Pfitzer Juniper #5 Cont. $ 26.00 $ 195.00 15 JVGO JUNIPERUS virginia'Grey owl' Grey Owl Juniper 18" #3 Cont. $ 13.25 $ 496.88 2 LB LINDERA benzoin Spicebush 5' Ht. B&B $ 45.00 $ 225.00 7 PFG POTENTILLA fruticosa 'Goldfinger' Goldfinger Potentilla 18" #3 Cont. $ 14.50 $ 253.75 5 RAE RHODODENDRON'Album Elegans' White Elegant Rhododendron 36" B&B $ 45.00 $ 562.50 8 RBN RHODODENDRON 'Boule de Neige" Boule de Neige Rhododendron 2.5-3" B&B $ 65.00 $ 1,300.00 3 RCA RHODODENDRON 'Catawbiense' White Catawba Rhododendron 30" B&B $ 35.00 $ 262.50 2 RRE RHODODENDRON 'Roseam elegans' Roseum Elegans Rhododendron 30" B&B $ 35.00 $ 175.00 5 IRS RHODOTYPOS scandens Black Jetbead 24" #3 Cont. $ 17.25 $ 215.63 42 RR ROSA rugosa Rugosa Rosa 24" #3 Cont. 4' O.C. $ 11.50 $ 1,207.50 3 SS SPIREA nipponica'Snowmound' Snowmound spirea 30" B&B $ 16.25 $ 121.88 12 TIMID TAXUS x m. 'Densiformis' Dense Yew 30" Ht. B&B $ 27.50 $ 825.00 12 TON THUJA occidentalis'Nigra' Dark American Arborvitae 5-6' Ht. B&B 3' O.C. $ 38.00 $ 1,140.00 4 VCC VIBURNUM carlesii 'Cayuga' Cayuga Viburnum 30" B&B #2 Cont. $ 30.00 $ 300.00 sub -total $ 11,391.88 Groundcovers & Perrenials Qty. I Code I Scientific Name Common Name Size Spec wholesale installed Bulb Allowance Locations to be specified $ 600.00 Perennial Garden Allowance To be specified by Landscape Architecl $ 1,500.00 16 AFF ATHYRIUM filix-femina Lady Fern 1 gal. Cont. 24" O.C. $ 5.00 $ 200.00 52 HH HEMEROCALLIS* Daylily Mix 1 gal. Cont. 24" O.C. $ 4.50 $ 585.00 53 HIM HOSTA+ Hosta Mix 1 gal. Cont. 24" O.C. $ 6.10 $ 808.25 71 MD MICROBIOTA decussata Russian Cypress 15-18" #3 Cont. 4' O.C.. $ 16.50 $ 2,928.75 35 PPD JPHLOX pan iculata 'David' David Garden Phlox 2 gal. Cont. 24" O.C. $ 5.35 $ 468.13 1168 PT PACHYSANDRA terminalis Pachysandra 2" Cell Cont. 8" O.C. $ 0.45 $ 1,314.00 23 SIC ISTEPHANANDRA incisa'Crispa' Cutleaf Stephanandra 15" #2 Cont. $ 12.00 $ 690.00 150 WT IWALDSTEINIA ternata Barren Strawberry 2 Qt. #2 Cont. 15" O.C. $ 4.25 $ 1,593.75 * Daylily mix to be equal quantities of Hemerocallis 'Green Flutter', 'Happy Returns', and 'Hyperion' + Hosta mix to be equal quantities of Hosta 'Undulata Variegata', 'Royal Standard', 'Gold Standard' sub -total $ 10,687.88 Total $ 45,189.75 Permit Number SD- 0 � - �✓ 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. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) See Attached List 2) LOCATION OF LAST RECORDED DEED (Book and page #) 3) APPLICANT (Name, mailing address, phone and fax #)_ Cathedral Square Corporation 308 Pine Street, Burlington, VT 05401 (Tel) 863-2224 4) CONTACT PERSON (Name, mailing address, phone and fax #) Amy Wright Cathedral Square Corp 308 Pine Street, Burlington, VT 05401 (Tel) 651-0889 (direct line) 5) PROJECT STREET ADDRESS: 345-514 Farrell Street 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) Most recent amendment #SD-05-XX (Pending). See attached memo for roposed changes b) Proposed Uses on property (include description and size of each new use and existing uses to remain) See attached memo c) Total building square footage on property (proposed buildings and existing buildings to remain) New building on Lot 11 of 71,650 SF-, Lot 1 reduced TV Station building size from 16,000 SF to 11,700 SF d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 4-story residential building on Lot I l (Height Waiver requested — see separate request e) Number of residential units (if applicable, new units and existing units to remain) Decrease from 386 to 380 f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): See attached memo 8) LOT COVERAGE No Change a) Building: Existing 20.1 (corrected) % b) Overall (building, parking, outside storage, etc) Existing 60.7 (corrected)% c) Front yard (along each street) Existing _% 9) COST ESTIMATES Proposed 19.8 % Proposed 61.7 % Proposed % a) Building (including interior renovations): $4,500,000 (estimated L&I permit amount) on Lot I 1 b) Landscaping: $ Planting budget for Lot 11 is attached Landscaping bond to be provided in this amount c) Other site improvements (please list with cost): See attached memo 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): total (cumulative) reduction of 385 trips for the entire PUD since original approval (2000). Previous reduction (SD-05-60) was 205 (corrected) trips I I )PEAK HOURS OF OPERATION: 12)PEAK DAYS OF OPERATION: 13)ESTIMATED PROJECT COMPLETION DATE: Entire PUD — projected Spring 2008 14) PLANS AND FEE Flat 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. �--� SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: 5- 6 I have reviewed this final plat application and find it to be: mplete Incomplete c v� re VAJanning & Zoning or Designee 4Date Schedule of Lot Owners Lot 1 F&M Development Company, LLC Lot 2 F&M Development Company, LLC Lot 3 O'Dell Bond Housing Limited Partnership O'Dell Allocated Housing Limited Partnership Lot 4 The Burlington Community Land Trust Lot 5 O'Dell Parkway PUD Association, Inc. Lot 6 O'Dell Parkway PUD Association, Inc. Lot 7 O'Dell Parkway PUD Association, Inc. Lot 8 Burlington Indoor Tennis, Inc. 01/07/2014 21:29 FAX Z002 Aug,-11-2005 03:28pm From-REDSTONE 802860359d ! T-678 P.003/003 F-158 Application to the City of South Burlington for. Cathedral Square Corp. Duly Authorized Agent for - O'Dell Bond Dousing Limited Partnership O'Dell Allocated Housing Limited, partnership Duly Authorized Agent for: Burlington. Comxnunity Land Trust f Duly Authorized Agent for: Burlington Indoor Termis, Inc. Received Aug-12-2005 08:26am From- To-REDSTONE Page 002 ZOO Qled 3NOIU R-01 V905 Z99 Z09-w0id wdjl,ZO 600Z-Ol-2nV O029603584 T-567 P,003/003 Auvl n-2005 10:01am From-REDSTONE ApplicatioK, to the City of South Bilrlington for: Cathedral Square Corp_ Duly Authorized Agent for: O'Dell Bond. Housing Limited partnership O'Dell Allocated Housing Lixr ted Partnership Agent for- Q - Tp� ,unity Land Trust I)-Ldy Autliorized Agent for' Burlington Indoor Tennis, Inc_ poAl2n2N F-129 Z00in I ME1 NiOS 998 908 XVd 09:ST 5009/0T/80 E. O8i12i2OO5 Aua-10 15: 11 LAKE C `1PLA I N HOUSING 4 9GO3594 � T-3T2 xl Square Corp. Received Aug-12-2005 02:16pm From-802 BSA 073A To-REDSTONE NO.459 P.003i003 F-148 Page 003 Sap-19-2005 0T:55am From-R,EDSTONE 302a6MU 1 T-a04 a.002✓00'2 F-032 F&M DEVFL0PME1vT COMFANY, LLC ;?. G. Boy 421, Buriing;or:, VT 0 - 0,? r,0-$a3-4541 laX 302-865-1253 Memo To: Ray Beiair Fro=; Eric FarrelMp Date; 8/3/05 Re: O'Dell Parkway PUD -, Height A' dVer on Lot l I I n connection with Cathedral Square Corporation's application for a 63-unit Senior Resource. Center (congregate housing + ofti.ce) on (proposedi Lot 11 of the above referenced develop;ttient, a height waiver under Section 3.07 F (2) of the Land Development Regulations is requested. Reference is made to the following plans: F sti az Co id_itions Flan (drawing C-1, last revised 8/ 2/ 05) • Eastw d Phase 11 Grading + Dr ' 1 (drawing C-4A, last revised 8/2 /05) • Seniors' Housing Elevation- -..North & East (sheetA-700, dated 8/1/051 • Seniors' I Ions lev Is - South & West (sheet A-701, dated 8/ 1/05) The Average Pre -construction Grade (ApCi) OnLot 11 is 2 i 5.0 feet. The average Post -construction grade on Lot I 1 will be 215.0 feet. The first floor finished level Will be at elevation 218.5 The main roof of the 4-stom7 building w11 extend 48.75' above the APG to elevation 263,75'. The stairwells at the north end and east end of the building will extend 52, %5' above the APO to elevation 267.75. The elevator shaft in the tniddle of the building u'.il extend 53.75' above the ApG to eleva,ion 263.75'. Due to tht potential for field adjustments neeessa '5r to aceornm.odate Ltzrseer. site conditior,,s, we request approval for a maxisnun3 h ight '.o elevation 269.5', recl,_�ir* a';Ala�iver of 19„S'. The proposed building meets aL of the objectives of the ,applicable zorrit g di _U ct ar1r1 Braes z2ot detract frOM important public scenic viev^s 1orin at(tazerit public r oa, .stabs and. other public rights -of -way. LIST OF ADJOINERS / PARTIES Antonio B. Pomerleau Pomerleau Family Trust 69 College Street Burlington, VT 05402 Roger Hutchins Brenda Hutchins 9 White Lilac Way Colchester, VT 05446 Robert Lake Sherwood D. Lake 514 Shelburne Road Burlington, VT 05403 Mark Bradley Linda D. Bradley 507 Shelburne St. Burlington, VT 05403 Ronald Morin Michele Morin 501 Shelburne St. Burlington, VT 05403 Champlain Oil Co., Inc. P.O. Box 2126 South Burlington, VT 05407 Thomas Family Trust et al Herman and Mavis Thomas c/o Gary Franklin Eggleston & Cramer, Ltd. 150 South Champlain Street P.O. Box 1489 Burlington, VT 05402-1489 Thomas Family Trust et al Attn: Michael Dowling 518 Shelburne Road South Burlington, VT 05407 1 Thomas Family Trust et al Herman and Mavis Thomas 64 Southwind Drive Burlington, VT 05401 Deimer Properties, Inc. P.O. Box 64678 Burlington, VT 05406 David M. Farrell Stewart H. McConaughy 76 St. Paul Street 7`" Floor Burlington, VT 05407 Acadia Heathcote LLC c/o Acadia Realty Trust 1311 Mamaroneck Avenue, Suite 260 White Plains, NY 10605 State of Vermont (RE: Correctional Facility) 2 Governor Aiken Drive Montpelier, VT 05633 60 Farrell St. Associates PO Box 421 Burlington, VT 05402-0421 Olympiad Court Associates 70 Farrell Street South Burlington, VT 05403 O'Dell Allocated Housing Limited Partnership c/o HV Marketplace Inc 123 St. Paul Street Burlington, VT 05401 O'Dell Bond Housing Limited Partnership c/o HV Marketplace Inc 123 St. Pful Street Burlington, VT 05401 Lake Champlain Housing Development Corporation 220 Riverside Avenue Burlington, VT 05401 2 D.B. Morrissey LLC PO Box 421 Burlington, VT 05402-0421 E.F. Farrell LLC PO Box 1335 Burlington, VT 05402-1335 Interstate 189 State of Vermont Agency of Transportation District #5 P.O. Box 168 Essex Junction, VT 05453 Albert and Rita Reyes P.O. Box 537 Wallingford, VT 05773 Warren Wolfe 138 Woodlawn Road Burlington, VT 05401 Farrell Corporation 5 Holmes Road South Burlington, VT 05403 Alice Boucher P.O. Box 5573 Essex Junction, VT 05433 Louise P. Brooks 33 Hadley Road South Burlington, VT 05403 Bernard B. Barney Joel Kahan Marvin Starkman 37 Hadley Road South Burlington, VT 05403 Mike and Pam Hennessey 65 Hadley Road South Burlington, VT 05403 3 Victoria Brooks Bevins 67-69 Hadley Road South Burlington, VT 05403 Damon Petrie 71-73 Hadley Road South Burlington, VT 05403 Frank & Jemlifer Kochman 75 Hadley Road South Burlington, VT 05403 Brendan & Monica Taylor 80 Hadley Road South Burlington, VT 05403 Alisha Cunha 80 Hadley Road South Burlington, VT 05403 Lorna -Kay Peal Michael Smolin 189 Poker Hill Road Underhill, VT 05489 Nathaniel Merrill 99 Hadley Road S. Burlington, VT 05403 Denise A. Blanchard 103 Hadley Road South Burlington, VT 05403 Madeline P. Cervvini 111 Hadley Road South Burlington, VT 05403 Arline F. Barovick 916 South Prospect St. Burlington, VT 05401 Catherine Mceahern 117 Hadley Road South Burlington, VT 05403 N Nancy E. Osborne 119 Hadley Road South Burlington, VT 05403 David M. Farrell & Stewart H. McConaughy Trustees of the Thomas A. Farrell Trust c/o Farrell Corporation 5 Holmes Road South Burlington, VT 05403 David M. Farrell, Trustee of the David M. Farrell Trust c/o Farrell Corporation 5 Holmes Road South Burlington, VT 05403 Burlington Indoor Tennis Center, Inc. 142 West Twin Oaks Terrace South Burlington, VT 05403 Peter Doremus, Esq. Doremus & Kantor PO Box 445 Burlington, VT 05402-0445 Eric F. Farrell PO Box 1335 Burlington, VT 05402-1335 Stephen A. Vock, P.E. Civil Engineering Associates, Inc. PO Box 485 Shelburne, VT 05482 Donna Kinville, City Clerk Chair, City Council/Chair, Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Michael Crane, Executive Director Chittenden County Regional Planning Commission PO Box 108 Essex Junction, VT 05453 5 Warren Coleman, Esq. , Environ. Lit. Atty. Brett Rosenthall / Errol Tabacco Agency of Natural Resources 103 South Main Street — Center Bldg., 3rd Floor Waterbury, VT 05671-0301 Tim Barritt 71 Meadow Road South Burlington, VT 05403 Elise Guyette & David Shiman 22 Orchard Road South Burlington, VT 05403 Amy L. Gamble, PE Technical Services / Vermont Agency of Transportation 133 State Street Montpelier, VT 05633 FOR YOUR INFORMATION District #4 Environmental Commission Carol Shea, Chair / Patricia Tivnan / Ralph Montefusce 111 West Street Essex Junction, VT 05452 Ernie Christianson, Env. Analyst V ANR, 111 West Street Essex Junction, VT 05452 518 Corporation d/b/a Ben Franklin c/o James Carroll / Mark Dowling 697 Hercules Drive, Suite 42 Colchester, VT 05446 Christopher Owen, VT Dept. of Public Service 112 State Street, Drawer 20 Montpelier, VT 05620-2601 Dan Gaherty, Efficiency Vemront 255 South Champlain Street Burlington, VT 05401 I Greg Rabideau Rabideau Architects 286 College Street Burlington, VT 05401 Michael Kiey, Esq. 26 Pearl Street Essex Junction, VT 05452 FEP II c/o 697 Hercules Drive, Suite 4 2 Colchester, VT 05446 7 EASTWOOD COMMONS PLANTING SCHEDULE / QtY. Cod4 Scientific Name Common Name Size Spec, Note 5 AC AMELANCHIERcan.d.nals ShadbI-Sarvk»be 7-8'Ht B&B 8 SP BETUAL pa nfe. P.P., Bkdr 12-14'Ht B&B cluml 1 CC 'I.- CookepurHawhom 112"-2"ca1. B&B single I. 5 FPP FRAXINUS m hrenka'Patmore' Patrmm Ash B&B 17 GT GLEDiTSIA triacandroa var. inermia'Halka' Halka Hone st 2"-2.5"cal. B&B 10 GTI GLEDITSIA biaanthos mr. immus'Hall& Hales Hone 33.5" cal. B&B 2 MSC MAGNOLIA sWlam'CenMnni r Cantennial Ma 7-8' Ht B&B multi -et 0 MF MALLS floribunda Fl—ringCm le 7-2.5"al. B&B 8 MDVY MALUS'DomId m Donald ra Wyman Cbs I I2* 2" ce B&B 3 OP QUERCLIpsumbis Pin Oak 7-2.5"cal. B&8 8 GR GUERCUB rvba Red Oak 7-2Sal. B&B 8 PG PICEA taus White Spruce 7-8 Ht B&B q SR SYRINGA reticulata?my SYK Ivory Silk Lilac Tree 7-2.5"al. S&B 6 1 TT TILIAwmentoea Green Mountain' Green Mountain Silver Linden 7-2.5"a1. B&B QtV. Codel Scientific Name Common Name Size Sow 1 AA 1ARONIA amutfolia'Brilli-fissima' Red Ctakebe 45'Ht I B&B S AM JARONIA"la—W Black Chokebe 45' Ht B&B S CA I CL THRA ahft Surnmersweet 4-511t a&B 14 FNH FORSYTHIA 'New Hampshire God New Ham shire Gold F 3-4' Ht a&0 15 [Go ILEX glabra'Denea' Densa Com ectlnidte 18-24" Ht B&B WO.( 4 IVJ ILEX verticiilate'Jlm Dandy' Jim Dandy Winterbe 18-24" Ht B&B 18 IVR ILEX vertcillaw'Red S Red Sprits V"rbarry 18-24" Ht B&B 3 JCS JUNIPERUS ch. Sar nai ViMis Green Se em Judper 18-24"Ht coot 3'O.0 37 JSB JUNIPERUS sabina'Broadwo" Broadmoor Juni 18-24"Ht B&B 4 JSF JUNIPERUS sabina'Blue F-1 Blue Forest Juniper 18-24" Ht 8&B 5 RBN RHODODENDRON Souls de Nei e' BcuM de Ne' a Rhododendron 2-212' Ht B&B 3 RC RHODODENDRON'Chionoides' Chioncidec Rhododendron 2-212'Ht B&B 2 ROM RHODODENDRON'O. M.ztr Olga Mezia Rhododendron 2-212'HL B&B 45 1 RR ROSA ru Beach Rose 18-24"Ht Cont 5'O.0 5 1 SAC I SPIREA argft'Com eat.' Com act Garland S ma 3G.1. Cont 3 SBF SPIREA x bumald.'Froebelir Froebels ire 3Gal. Cont 5 SA SYMPHORICARPOS alb. Common Snowberry 2-Y Ht Cant 15 TMD TAXUS x medl.'Demiformie' Donee Yew 24"Ht B&B 4'0.( 143 TON THUJA ooddentalie'N re Dark American Amorvme 45' Ht B&B 4' OX 4 VC VIBURNUM cassinoid IVAIlerodViburnum 3312' Ht B&B i VCC VIBURNUM adesii'Ca Ca a Vibumum 3W HT. B&B 10 VF VIBURNUM bibloum American Crenbe bush 4'S' HT. B&B QtY. Cod Scientific Name Common Name Size I S 59 ABV ASTILBE'Bridal Veir Bridal Veil Asalbe 20t Cont 24'0. 100 ACP ASTILBE chinemis Pumils' Pumile A.M. 20t Cont 24"0. X Bulb Allowance Locations to be specified 513 DM Oa 1111 Mk• 2 or Cont 1S" 041 45 MD MICROBIOTAdm RusemnCypress 15-10" Cont 4'O.0 7 PO PARTH ENOC ISSUS u uefolla Virginia CnmW, 1 Gal. Cont 129 SM Shads Ma+ 1 G.I. Cont 18" 0.i 49 SIC STEPHANANDRA Ind. Cudaaf Sm amndm 2GeL Cont 4'O.0 410 VM VINCA minor Blue M rtla 1 Ot Cont 17 O 320 WF WALDSTEINIAfra arlddes Bamn Soawbe 10t Cont 18"O.� vaynry nrrA av w equal quamrnes ur nemttocarns to nappy rxaeurns, ano nypareo. + Shade m1X to tte specified by landscape architect, pricing assumes average size and spacing. SUPPLEMENTAL PLANTING LIST. Eastaaod Common, O910 Trees Oty Cotle Common N.— Sae spec Notes 1 eP BETUAL ,apy aem' P.pe's- BBB oNmp t CV CHIQ*rRIJS'ealnroue Nhaa FMyarm e'HI. BBB of mp s SR SYRIWJAvuliade Cormmn l4ea a H. B&B Shrub, Oh. Code selentlllc Name Common Neme sae SW 1 AM ARONIAmNmwrpa B kCMbbnry SHI. me 10 BT Bnbedelh.—Mli Japanese Babeny fm b.e a CA COT)NEASTER ap"bl, Cranberry CMonea9e' 24' M. Bab 1 CIH CCR14,16 alb, I" lap' Ivory Halo Dag —I q• yp ass S PG PCM!-LIAI.'Go .e Gakn,.r Polenlilp 24'fa. Bab 14 RR ROSA11'GmMan mr F.J. Omolandoet Roee 2PH. s0 rand. 3 SBLP SPIREA x bumapa'L,mon Pd— Lemon N.—Spree 24' M. Cool. S SW SPIREAx'GOUen Pdmeaa' GM.e Pdmm. some 21H. Cool. 4 S&P SPIREA jeponira'LMIe P,peeve' LW, P ae Splme 24' M. mM. 1 SMR SYRI Wpelula'Miu Klnf Lee MIee Kkn 4'H. rand. a TON THUJA amMlenmliv'Ngre DeM1 Amen®n Arborvkea S'H. a&B 15 TON T'a''a Id..' (I. mmer.m) ce. Am—Arbavkee 46'W. a&B S yp VIBURNUM pkets lomenldum'9aada' Shea GoubplY Vbumnum 6'M. Bas Ground— & Penenlala ory . sden0so Name Common Name sae spec 6 CVL CORECPS1S y. 7,agmb' 2aanb Co —Pals y2 ass GO G lw ardwalwn 9—w ,huff 2"oe1 SoppMv a GS GER Weeng.lnlum Max FM Max FralGsanpm s2 Cord. 10 HH HEMEROCALUS'HypaMn' Mypeapn f1 Cad. 20 HPM HEMER ILIS'Pe Ma' P.—Me Y2 Cora. m HHR HEMERCCALUS'HvpW Ralumf Happy RMum. 91 Cad. 5 HIPS HGSTA'Royel Sl,Mv RoyelSanderd Hone ft Cwd. a RG RLOBRE—A F,e.'Gods d BpckEyed Sumn s2 Cont. , 8AI SECU4'Aulumn Joy AMumn ky5Wum s2 Cad. GRAPHIC SCALE m a Is ao se ( IN FEW ) 1 iaah = 20 It RexpbmpArd,, SAe, InMacepa,eM LbnIYN-rap 1 �baaa oerzabaa �a , anT•m landscape archdec[s apianning consultantsjb Sept. 3, 2003 O'Dell Parkway PUD - Eastwood Commons N3 aexppmlo pww.na pne.appa-mP o121y01 menplPunum Demos N Re,apm pcmalamniadae-mb Ixvotro4 301 college street aburlington evermont e05401 802 ei 9555 httly.11 w.tiboyle.com tea, 1"= 29 Landscape and Lighting As -Built Plan 3 LOT 10 0.83 ACRES L,J LJ L..j LJ L j EASTWOOD COMMONS R 71 RESIDENTNL UN05 64 RARKING UNDERNEATH FFE 220.00 GAR 210.00 //' M L_-1-,�_.l\y i.-1`I�'\�,�,11�;.=1�\�—L���\L—�— I � �.II /• '1 T It 0 I`�`;Eiiiiiiiiiiiiiiii I M EXISTING WVNY BUIDING FFE 213.50 SENIOR HOUSING 63-70 RESIDENTLN- UNITS SENIOR RESOURCE CENTER' OFFICE (I7,0W SF) 0 PARKING UNDERNEATH O FFE 218 0 GAR 208.50 Clock ,psfers L� 0 t ARTICLE 13- SUPPLEMENTAL REGULATIONS SECTION 13.06 B. INTERNAL LANDSCAPING IN PARKING AREAS CALCULATIONS 69,836 SF TOTAL IMPERVIOUS SURFACE (SHOWN IN RED) X 10% 6,984 SF REQUIRED GREENS SPACE 9, 234 SF GREEN SPACE PROVIVDED (SHOWN IN BLUE) O'Dell Parkway - Northwest Quadrant Impervious Calculations August 2, 2005 Scale 1" = 50' la ndsccpt:- :i,.: I-, tw,:<s ' I:o..Jt1f T•;J .: Jh5:J1?:a it' 301 ce.1" sheet 0bf-lit -11 T, . V"IIl(Jit %5d0I ph 1e (3021 658--a �55 'C o (31 P_>) 363-1 Cv, 2 I F&M DEVELOPMENT COMPANY, LLC P.O. Box 1335, Burlington, VT 05402 802-658-7400 fax 802-860-3594 ILVA M"MI To: Ray Belair From: Eric Farrell' Date: 8/ 3/ 05 Re: O'Dell Parkway PUD - Final Subdivision Plat We granted Cathedral Square Corporation an option to subdivide a new lot from our remaining lands (Lotl) construct a facility to contain 63 - 70 units of congregate housing for seniors, plus first floor office space to house organizations that will provide a variety of services to seniors. Please find the following information in support of CSC's application: • Final Plat O'Dell Parkwav PUD - Eastwood Commons II &s Senior Hou (Cover Sheet) • Revised Final Plat O'Dell Parkway PUD (Sheet 1, last revised 8 / 2 / 05) • Existing Conditions Plan (drawing C-1, last revised 8 / 2 / 05) • Overall Site Plan (drawing C-3, last revised 8/2/05) • Eastwood Phase II Grading + Drainage Plan (drawing C-4A, last revised 8/2/05) • Eastwood Phase II Utilities Plan (drawing C-5A, last revised 8/2/05) • Eastwood Phase II Erosion Control Plan (drawing C-6A, last revised 8/2/05) • Utility Details + Sections (drawing C-8, last revised 4/ 12/05) • Site Details + Sections (drawing C-8, last revised 4/ 12/05) • Site Details + Sections (drawing C-8.1, dated 5/5/05) 9 Page 1 • Storm Drainage + Erosion Control Details (drawing C-9, last revised 4/ 12/05) • Specifications (drawing C-10, last revised 4 / 12 / 05) • Specifications (drawing C-11, last revised 4/ 12/05) • Specifications (drawing C-12, last revised 4/ 12/05) • Specifications (drawing C-13, last revised 4/ 12/05) • North East Overall Planting Plan (sheet N2, last revised 8/2/05) • O'Dell Parkway PUD Eastwood Commons II Landscape Plan (sheet N2.1, last revised 8/2/05) • O'Dell Parkway PUD Cathedral Square Landscape 8, Lighting Plan (sheet N2.2, last revised 8/2/05) • O'Dell Parkway PUD Lot 1 - Landscape 8s Lighting Plan (sheet N2.3, dated 8/2/05) • O'Dell Parkway PUD Landscape 8v Lighting Details (sheet N2.4, dated 6/ 17/05) • O'Dell Parkway PUD Landscape & Lighting Plan (sheet N2.5, dated 6/ 17/05) • Senior Housing Elevations - North &, East (sheet A - 700, last revised 8/ 1/05) • Senior Housing Elevations - South 8s West (sheet A - 701, last revised 8/ 1/05) • Senior Housing Garage Floor Plan (sheet A - 300, last revised 7/27/05) • O'Dell Parkway - Northwest Quadrant - Impervious Calculations (dated 8/2/05) • Senior Housing Planting Schedule ($45,190) • Lot Coverage Summary • Traffic Impact Summary • Parking Summary • Page 2 Lot CoverajXe Summary Once again, we need to make a correction to our overall lot coverage; this time because we understated the building footprint for the TV Station. This minor correction, representing a change of 0.4%, has been reflected on the Lot Coverage Summary provided today. With this correction, and upon approval of #SD-05-60, which is pending a hearing before the DRB on 8/ 16/05, before today's request, our building coverage will be 20.1% (vs. 19.7% reported previously) and our overall coverage will be 60.7% (vs. 60.4% reported previously). With today's request, the building coverage is reduced to 19.8% and the overall coverage increases to 61.7%. Traffic Impact Summary The Traffic Impact Summary provided, in support of today's application by CSC, represents a 61% reduction of PM peak hour vehicle trips, as a result of the proposed changes. Parkingg Summary The Parking Summary depicts the changes in required and provided parking and the parking waiver requested as a result of today's application by CSC. You will notice that the parking waiver requested in connection with #SD-05-60 of 162 spaces (16.4%), is now reduced to 51 spaces (5.6%). We believe this waiver is fully justified for the same reasons cited in application #SD-05-60. The following is an outline of the proposed modifications to the Final Subdivision Plat on a per lot basis: PUD Subdivision Plat Chan_ges • Subdivision of Lot 1 into two lots with the following results: Lot 1 - 3.198 acres; (new) Lot 11 - 1.30 acres. Lot 1 - Mixed -Use Building • Elimination of the mixed -use building • Reduction of the TV Station from 16,000 SF to 11,700 SF Lot 2 - Eastwood Commons • No changes Lot 3 - O'Dell Apartments • No changes Lot 4 - City's Edge • No changes • Page 3 Lot 5, 6 & 7 - Common Land • No changes Lot 8 - Twin Oaks • No changes Lot 9 - Eastwood Commons II • No changes Lot 10 - Common Land • No changes Lot 11 • Addition of a 4-story, 63-unit Senior Housing & Resource Center with offices on the first floor providing a variety of services to seniors, as well as support space (dining, etc.), in connection with the housing units on the upper floors. The building will have under -story parking and contain 71,650 SF. CSC may need to increase the number of units to 70, by converting office space on the first floor to 8 additional congregate housing units. This would only be necessary if they loose some of their non-profit service providers who plan to occupy office space on the first floor. Landscaping A landscape bond will be provided in the amount of $45,190, which represents the full amount of the planting budget. Water & Sewer Capacitv A letter is pending from the South Burlington Water Department (water), and has been received from the Burlington Public Works Department (sewer), indicating sufficient capacity to serve the current combination uses proposed for the project. I can be reached at 658-7400 x 25, if you have any questions. Enclosures 0 Page 4 F&M DEVELOPMENT COMPANY, LLC P.O. Box 421, Burlington, VT 05402 802-863-4541 fax 802-865-1253 Memo To: Ray Belair From: Eric Farrell Date: 8/ 3 / 05 Re: O'Dell Parkway PUD - Height Waiver on Lot 11 In connection with Cathedral Square Corporation's application for a 63-unit Senior Resource Center (congregate housing + Office) on (proposed) Lot 11 of the above referenced development, a height waiver under Section 3.07 F (2) of the Land Development Regulations is requested. Reference is made to the following plans: • Existing Conditions Plan (drawing C-1, last revised 8/2/05) • Eastwood Phase II Grading + Drainage Plan (drawing C-4A, last revised 8/2/05) • Seniors' Housing Elevations - North 8v East (sheet A-700, dated 8/ 1 /05) • Seniors' Housing Elevations - South 8s West (sheet A-701, dated 8/ 1/05) The Average Pre -construction Grade (APG) on Lot 11 is 215.0 feet. The average post -construction grade on Lot 11 will be 216.0 feet. The first floor finished level will be at elevation 218.5 The main roof of the 4-story building will extend 48.75' above the APG to elevation 263.75'. The stairwells at the north end and east end of the building will extend 52.75' above the APG to elevation 267.75'. The elevator shaft in the middle of the building will extend 53.75' above the APG to elevation 268.75'. Due to the potential for field adjustments necessary to accommodate unseen site conditions, we request approval for a maximum height to elevation 269.5', requiring a waiver of 19.5'. The proposed building meets all of the objectives of the applicable zoning district and does not detract from important public scenic views from adjacent public roadways and other public rights -of -way. The following drawings and materials relate to Eastwood Commons (Lot 9) • Proiect: O'Dell Parkwav PUD - Site Plan (drawing C-2, last revised / 15/05) • Project: O'Dell Parkway PUD - Overall Site Plan (drawing C-3, last revised 9/ 15/05) • Project: O'Dell Parkway PUD - Eastwood Phase II Grading + Drainage Plan (drawing CAA, last revised 9/ 15/05) • Project: O'Dell Parkway PUD - Eastwood Phase II Utilities Plan (drawing C-5A, last revised 8/25/05) • Project: O'Dell Parkway PUD - Eastwood Phase II Erosion Control Plan (drawing C-6A, last revised 9 / 15 / 05) • North East Overall Planting Plan (sheet N2, last revised 9/ 16/05) • O'Dell Parkway PUD Eastwood Commons II Landscape Plan (sheet N2.1, last revised 9/ 16/05) • O'Dell Parkway PUD Cathedral Square Landscape & Lighting Plan (sheet N2.2, last revised 9/ 16/05) • ODell Parkway PUD Twin Oaks Planting Plan (sheet N5, last 9/ 16/05) • ODell Eastwood II Planting Schedule ($90 400) • Lot Coverage Summary - REVISED - 9/ 16/05 • Traffic Impact Summarv- REVISED - 9 / 16 / 05 • Eastwood Commons II - Addition - West Elevation • Eastwood Commons II - Addition - North Elevation • Eastwood Commons II - Addition - East Elevation The following drawings and materials relate to the Senior Housing & Service Center (Lot 11) • Project: Eastwood II & Senior Housing - Site Plan (drawing C-2, last revised 9/ 15/05) • Project: Eastwood II & Senior Housing - Overall Site Plan (drawing C-3, last revised 9/ 15/05) • Project: Eastwood II & Senior Housing - Eastwood Phase II Grading + Drainage Plan (drawing CAA, last revised 9/ 15/05) 0 Page 4 • Proiect: Eastwood II & Senior Housing - Eastwood Phase II Utilities Plan (drawing C-5A, last revised 9/ 15/05) • Proiect: Eastwood II & Senior Housing - Eastwood Phase II Erosion Control Plan (drawing C-6A, last revised 9/ 15/05) • North East Overall Planting Plan (sheet N2, last revised 9/ 16/05) • O'Dell Parkway PUD Eastwood Commons II Landscape Plan (sheet N2.1, last revised 9/ 16/05) • O'Dell Parkway PUD Cathedral Square Landscape & Lighting Plan (sheet N2.2, last revised 9/ 16/05) • Lot Coverage Summary- REVISED - 9/ 16/05 • Page 5 i ) F&M DEVELOPMENT COMPANY, LLC P.O. Box 1335, Burlington, VT 05402 802-658-7400 fax 802-860-3594 August 4, 2005 Juli Beth Hinds Director of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: O'Dell Parkway PUD Dear Juli Beth, Enclosed please find an Act 250 Municipal Impact Questionnaire along with an Overall Site Plan (C-3) in connection with an application we are filing to amend our Land Use Permit (#4C1071R) for that portion of our project that lies on the north side of Farrell Street (lots 1, 2,8 and new lots 9,10 & 11). The amendment reflects the following changes: Delete the mixed -use building (70,000 sf office,17,000 sf retail 4,000 sf restaurant,10 residential units) and reduce the TV Station building from 16,000 sf to 11,700 sf; add 71-unit residential building on (new) Lot 9; add 63- 70-unit senior (cong�reg_ate) housing building, also to contain associated support space and 14,000 sf of general office area. These changes are the subject of two separate applications pending before the Development Review Board. Could you please fill out the Questionnaire at your earliest convenience? Many thanks for your continued support. Sincerely, � ` r Eric F. Farrell Enclosure IRIGINEER: I I II T I I II I I I 1 in � ' BW41z i ' `x"'"`" I'�"�' ' I 'v.a••xaww! i�'��°`i.�.le,e..l � z..�eacsul I e,,,, I I i av<E9A7�■lti AL6CGATBE. aaz. I I I I I I I a u. 1 E w I I I I~ I .axle a SNEIBURNc yEgNONT L�L_ I DEL eo2-9Br3J21 =SCARF/y k=_--I--�--�— �I--�-- ii �--i— --L-- -bYiL+ I . w a slwm I 0 I i uovDWI y..x �® gqV a`'r iw I I IWN OAKS HEALTH ANDITNE55 1 SAY __—__-- II n-I -- - LOCATION �"MAP BACON STREET SCPIE�. I a20001ee1 PROTECT: EXISTING ENTRANCE I I ; O'DELL PARKWAY t 1 o.eE I',�r�„ ------- i P.U.D. I I� .�.,»�l_T, I I (EAS1'1/00D H& EXISTING PARKING I ' �/ SENIOR HOUSING) FARRELL STREET »w I 1 e. 1 I 3..SOUTH BURLINGTON OIIIII _ --- VERMONT � I BEN FRANKLIN EXISTING. mf)G. w/ _ I / I O HOME- - ADJACENT PARKING. U S RETAIL/WAREHOIlSE w.. 1 11[Iwwwoux. i ON h \\ �J -_---U _- --_ a uwx r y AR EX. EAs1M000 counaNssuEel.c - tre REsoENnAL uHITs ' - _ _ _ I�� I 5.;9FlExi Y P. i —xe__ w�yey � I I i 11 ---- ■ I , • h - ■ i c - I 4U Reeidntkd U its;'; 33 ParkMg Unds I IX 10 RaNtlentkl U its 4 I �T mse ! 33 ParkYlq C7 U aer 1 » 6 ICO AS`$OCIA S. LZ ■ O I, it -I ' I I I �� ! `' �'(J 1 I ue.la R«In � �a.+o e ■ I . i I I I I I I ex: io aeRie.nsa u,a; : ' i � / � �'° "^•., I / 33 Pa!kh,g Under T 1 1 1 - — �FJC 40 69ldsn U ite I� rml 33 P rkMUy aer I 7 m� 9- o = 8 > zl I is 1 ILI i ' _ - i•lil?;-;I � - � 1� VI IIJ T / i q —Y IRJ (0Trs EDM) Eo c + ' i 11 BffiSTING BUD.D'11 AND I•j 1 ua S1TES SHO■N ABItE 1;1 ' PREVIOULY APPROVED a v sx ny »� »x w.x / -_ UNDER ACf 250 OVERALL SrrE PLAN - x.+s xwo xouev I i GRAPHIC SCALE �eiw ACT 250 NOTICE MINOR APPLICATION 10 V.S.A. §§ 6001-6092 On August 8, 2005, F & M Development Company, LLC.; Cathedral Square Corporation; EF Farrell, LLC and DB Morrissey, LLC filed application # 4C1071R-2 for a project generally described as: subdivision of Lot #1 of the O'Dell Parkway PUD into four lots; reduction of the size of the roved TV station addition on Lot #1 from 16,500 sf. to 11, 700 sf.; increase the addition to fitness center on Lot #8 from 4,430 sf to 4,640 sf.; delete the mixed use building on Lot #1; struct a 71-unit residential building on Lot #9; construct 70 senior housing units on Lot #11 h a 14,000 sf. Senior Resource Center/office spaces; and Lot #10 reserved as common land. project is located on Farrell Street in the City of South Burlington, Vermont. Che District 4 Environmental Commission will review this application under Environmental Board Ue 51 - Minor Applications. Copies of the application and proposed permit are available for review it the South Burlington Municipal Office, Chittenden County Regional Planning Commission ocated at 30 Kimball Avenue, South Burlington, and the office listed below. The application and )roposed permit may also be viewed on the Natural Resources Board's web site www.nrb.state.vt.us/lup) by clicking on "District Commission Cases," selecting "Entire Database," Lnd entering the case number above. hearing will be held unless, on or before September 13, 2005, a party notifies the District emission of an issue or issues requiring the presentation of evidence at a hearing or the omission sets the matter for hearing on its own motion. Any hearing request shall be in writing to address below, shall state the criteria or subcriteria at issue, why a hearing is required and what itional evidence will be presented at the hearing. Any hearing request by an adjoining property ier or other interested person must include a petition for party status. Prior to submitting a request a hearing, please contact the district coordinator at the telephone number listed below for more ►rmation. Prior to convening a hearing, the District Commission must determine that substantive ies requiring a hearing have been raised. Findings of Fact and Conclusions of Law will not be 3ared unless the Commission holds a public hearing. a hearing be held on this project and you have a disability for which you are going to need iodation, please notify us by September 13, 2005. entitled to participate are the Municipality, the Municipal Planning Commission, the Regional .g Commission, adjoining property owners, other interested persons granted party status it to Board Rule 14(A)(6). Non-party participants may also be allowed under Board Rule in Essex Junction, Vermont, this day of August 2005. By i ter E. Keiliel - atural Resources Board District #4 Coordinator 111 West Street Essex Junction, VT 05452 T/ 802-879-5658 E/ peter.keibel@anr.state.vt.us 071 \4C 1071 R-2.NOT This is a DRAFT permit; please submit any written comments or corrections to: Peter E. Keibel, District #4 Coordinator, 111 West Street, Essex Junction, VT 05452 A permit will NOT be issued by the District Commission until the following information is received: 1) Potable Water Supply and Wastewater System Permit issued by the ANR-DEC Wastewater Management Division AMENDMENT CASE NO 4C1071R-2 APPLICANT F & M Development Company, LLC. ADDRESS P. O. Box 1335 Burlington, VT 05402-1335 and Cathedral Square Corporation 308 Pine Street Burlington, VT 05401 and EF Farrell, LLC P.O. Box 1335,. 2-1335 .A. § § 6001 - Environmental Commission #4 hereby issues Land Use Permit Amendment 4C1071R-2, pursuant uthority vested in ftby 10 V.S.A. §§ 6001-6092. This permit amendment applies to the lands ed in Book 260Pages 112-114, of the land records of the City of South Burlington, Vermont, as ject of a deed tF & M Development Company, LLC., the Permittee as Grantees. This permit specifically authorizes the Permittee to subdivide Lot #1 of the O'Dell Parkway PUD into"fourilots; reduce the size of TV station addition on Lot #1 from 16,500 sf. to 11, 700 sf.; increase the addition to the fitness center on Lot #8 from 4,430 sf to 4,640 sf.; delete the mixed use building on Lot #1; construct a 71-unit residential building on Lot #9; construct 70 senior housing units on Lot #11 with 14,000 sf. Senior Resource Center/office spaces and Lot #10 is reserved as common land. The project is located between Farrell Street and Route 7 in the City of South Burlington. Land Use Pennit #4C1071R-2 Page 2 of 6 The project is subject to Act 250 jurisdiction because the project is a material or substantial change to a development over which the Commission has jurisdiction and thus constitutes "development" pursuant to EBR 2(A)(1)(e). Accordingly, a land use permit amendment is required pursuant to EBR 34. The Permittee, and their assigns and successors in interest, are obligated by this permit tQ `,toinpleti operate and maintain the project as approved by the District Commission in ac&ordanc& With the following conditions: 2. By acceptance of this permit, the Permittees agree to aliov, representatives of t Vermont access to the property covered by the permit- mt reasonable times, for tWM!seof ascertaining compliance with Vermont environmental'and health statutes and regulations and with this permit. 3. The project shall be completed, operated and maintained in accordance with: (a) Findings of Fact and Conclusions of Law #4C1071R, (b) theplansand exhibits on file with the District Environmental Commission, and (c) the conditions of this`permit. r v are: 4. The approved plans • c r Sheet 1 - "Revised Final Plat, O'De, I Park, Sheet C-1 - "Existing Condition P an, O' ' Sheet C-3 - "Overall Site Plan, O'Dell Sheet<C-4A - "Eastwood Phase II Gra t last revision 8/2/05; Sheet C-5A - "Eastwood Phase 11 Utilities PUD" dated June 20, 2005, last revision 8/2/05; 'arkwar. �iJD" dated 11/18/99, last revision 8/2/05; P 'dated 11/18/99, last revision 8/2/05; ,, ge Plan, O'Dell Parkway PUD" dated 4/8/05, O'Dell Parkway PUD" dated 4/8/05, last revision Sheet C-6A - twood Phase 11 Erosion Control Plan, O'Dell Parkway PUD" dated 4/8/05, last revision 8/2/05; Sheet C-7 =- "Utility Details + Specifications, O'Dell Parkway PUD" dated 11/18/99, last revision sheet C-8 - "Site ections, O'Dell Parkway PUD" dated 11/18/99, last revision 4/12/05; Sheet C-8.1 - "Sit eat"°s + Sections, O'Dell Parkway PUD" dated 515105; Sheet C-9 - "Sto 2 rainage + Erosion Control Details, O'Dell Parkway PUD" dated 11/18/99, last revision 4/12e 5: Sheet C 10 ecifications, O'Dell Parkway PUD" dated 11/18/99, last revision 4/12/05; §aeet C 11` pecifications, O'Dell Parkway PUD" dated 11/18/99, last revision 4/12/05; Set 1 12 = "Specifications, O'Dell Parkway PUD" dated 11/18/99, last revision 4/12/05; Sheet C-13 -"Specifications, O'Dell Parkway PUD" dated 11/18/99, last revision 4/12/05; Sheet N2 - "Northeast Overall Planting Plan, O'Dell Parkway PUD" dated 6/17/05, last revision 8/2/05; SheetN2.1 - "Eastwood Common II Landscape Plan, O'Dell Parkway PUD" dated 6/17/05, last revision 8/2/05; Sheet N2.2 - "Cathedral Square Landscape & Lighting Plan, O'Dell Parkway PUD" dated 6/17/05, last revision 8/2/05; Land Use Permit #4C1071R-2 Page 3 of 6 Sheet N2.3 - "Lot #1 Landscape & Lighting Plan, O'Dell Parkway PUD" dated 6/17/05; Sheet N2.4 - "Landscape & Lighting Details, O'Dell Parkway PUD" dated 6/17/05; Sheet N2.5 - "Landscape & Lighting Details, O'Dell Parkway PUD" dated 6/17/05; Sheet A-700 - "Elevations Seniors' Housing, O'Dell Parkway PUD" dated 7/28/05; Sheet A-701 - "Elevations Seniors' Housing, O'Dell Parkway PUD" dated 7/28/05'and Sheet A-300 - "Garage Floor Plan Senior Housing, O'Dell Parkway PUD" dated 7/27/05. 5. A copy of this permit and approved plans shall be on the site at all trt; 1hrughout the r �� construction process. k- 10. This Perin r6Tiy,mcorpo aces Xl of the conditions of the following Agency of Natural Y: Potable WateM r Supply and Wastewater System Permit #WW-4-# issued on DATE by the Wastewater Nlanaeement Division. Any subsequent nonmaterial changes to these permits shall be automatically incorporated herein upon issuance by -,the Agency of Natural Resources. Subsequent amendments involving material changes to the"" t 250 permit shall not be constructed prior to review and approval of the Y Di trict„CoWinator or the District Commission under applicable Environmental Board Rules. P*,,t6 the construction of any additional buildings on the lots approved herein, the Permittees shall submit a design to the District Commission for a wastewater disposal system by a registered engineer or certified site technician which makes best efforts to meet the standards for sewage disposal in Chapter 7 of the Vermont Environmental Protection Rules. Land Use Permit #4C1071R-2 Page 4 of 6 12. The Permittees shall apply and maintain calcium chloride and/or water on all roadways or disturbed areas within the project during construction and until pavement and/or vegetation is fully established to control dust. 13. There shall be no floor drains installed at the facility without first acquiring the r hired Underground Injection Control Permit from the Water Supply Divisio f the Agency of Natural Resources. 14. No later than 30 days prior to commencement of buil onstructio ant shall subm a Construction Waste Reduction Plan ht :anns/wastediin tem late.aA fit:,:; be approved by the Agency of Natural Resources So Waste M gement " contractor shall be obligated to implement the Plan." 15. The Permittees and all subsequent owners or lessees sbalfiri'stall and maintain only low -flow plumbing fixtures in any buildings. Any failed water conservation easures shall be promptly replaced with products of equal or better performance 16. The Permittees shall comply with Exhibits 4 For erosion control. The Permittees shall prevent the transport of any sediment beyond that area necessary for construction approved herein. All erosion control devices shall be periodically cleaned, replaced and maintained until vegetation is permanently established on all slopes and disturbed areas. The Commission reserves the right to schedule hearings and site inspections to review erosion control and to evaluate and impose additional conditions with respect to erosion control as it deems necessary. 17. All mulch, siltation dams, water bars and other temporary devices shall be installed immediately upon grading and shall be maintained until all roads are permanently surfaced and all permanent vegetation is established on all slopes a disturbed areas. Topsoil stockpiles shall have the e oscd earth completely mulched and have siltation checks around the base. 18. Grading shall bephased so ghat all exposed earth is mulched and water bars are in place at the end of each construction day. 19. All>,disturbed areas of th9,,gAe shall be stabilized, seeded and mulched immediately upon completion of final grading: All disturbed areas not involved in winter construction shall be P'�" mulched and seeded before October 1. Between the periods of October 1 to April 15, all earth disturbing work shall conform with the "Winter Construction" standards and specifications of the Vermont Handb k for Soil Erosion and Sediment Control on Construction Sites (1987). erosion control plan shall be on the site at all times during construction. 21. - I iladdition to conformance with all erosion control conditions, the Permittees shall not cause, permit or allow the discharge of waste material into any surface waters. Compliance with the requirements of this condition does not absolve the Permittees from compliance with 10 V.S.A. (§§ 1250-1284) Chapter 47, Vermont's Water Pollution Control Law. 22. The Permittees shall maintain a 50-foot undisturbed, naturally vegetated buffer strip between all watercourses on the project site and any disturbed areas. Land Use Permit #4C1071R-2 Page 5 of 6 23. All stumps shall be disposed of on -site above the seasonal high water table or at a State approved landfill so as to prevent groundwater pollution. 24. The limit of disturbance shall not exceed the area delineated by "silt fence" as depicted on Sheet C-7, Exhibit #38a of LUP #4C1071R.e. 25. The Permittees and all assigns and successors in interest landscaping as approved in Exhibits # by replacing any c season or as soon as possible after the ground thaws w 26. Immediately upon completion of the project, the Per nurseryman or landscape architect stating specificall installed in accordance with the approved landscape permit." 27. The installation of exterior light fixtures is limited f— ose lighting shall be installed or shielded in such a rnaru r as to surfaces from view beyond the perimeter oar areat� be it 28. The Permittees shall not erect addition, the District Commission. Signage inel excepting temporary real estate market 29. Pursuant to 21 V.S.A. Sectraxr166, the the single family home, tw6, family hor additrgp 500 square feet Qr greater in a Standards. (RBES),i the time-;" tees an4l subsequent lot owner shall construct tr faxnlly home three stories or less, or residential t p;with Vermont's Residential Building Energy on and/or use of electric resistance space heat is specifically prohibited without the approval of the District Environmental Commission. 33. The Commission reserves the right to evaluate and impose additional conditions with respect to Criteria 5 and 9(K). The Commission reserves the right for a period of time commencing with issuance of this permit amendment and expiring in five years after full buildout of the Project. Land Use Permit #4C1071R-2 Page 6 of 6 34. Each prospective purchaser of any lots shall be shown a copy of the approved plot plan, Potable Water Supply and Wastewater System Permit, the Land Use Permit and Amendments and the Findings of Fact before any written contract of sale is entered into. 35. No further subdivision, alteration, and/or development of any parcel of land shall be permitted without the written approval of the District Commi§Mon. 36. The Permittees shall reference the requirements and c #4C1071R-2 in all deeds of conveyance and leases. 37. Pursuant to 10 V.S.A. § 6090(c) this permit amend " ''-t is as long as there is compliance with the conditions h herein, this permit shall expire three years from the commenced construction and made substantial progre5' period in accordance with 10 V.S.A. § 6091(b). m 38 Failure to comply with all of the above conditi Y be to 10 V.S.A. § 6090(c). " Dated at Essex Junction, Vermont, this day o epte in this Kate Purcell Little, Chair Commission herein Use Permit if the Permittees have not pletion within the three year t revocation pursuant Chuck Dun Any party Ynay file a motion ✓ x the District Commission within 15 days from the date of this decision, pursuant to Environmental Bo u e 31(A). Decisions on minor applications may be appealed only if a hearing was held by the district co ion. Please note that there are certain limitations on the right to appeal. See 10 V:S.A.. § 8504(k). Any app 3of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of issuance, p ' , "ant to 10 V.S.A. Chapter 220. The appellant must attach to the Notice of Appeal the - entry fee of $225.00,, pa a le to the State of Vermont. 3 The o must include all information required by Rule 5(b)(3) of the Vermont Rules for Environmental Court elmgs (VRECP). The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the VRECP. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vermontiudiciM.ore. The address for the Environmental Court is: Environmental Court, 2418 Airport Rd., Suite 1, Barre, VT 05641-8701. (Tel. # 802-828-1660) W:AAct250\DIST4\PROJECTS\4C 1071 \4C 1071R-2.PMT )ERTIFICATE OF SERVICE I hereby certify on this day of August, 2005, a copy of the foregoing ACT 250 NOTICE OF MINOR APPLICATION #4C1071 R-2, was sent first class mail, postage prepaid to: F & M Development Company, LLC c/o Eric Farrell PO Box 1335 Burlington, VT 05402-1335 Cathedral Square Corporation c/o Amy Wright 308 Pine Street Burlington, VT 05401 DB Morrissey, LLC c/o Dan Morrissey POBox 421 Burlington, VT 05402 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 Agency of Natural Resources 103 South Main St. - Center Bldg., 3rd Floor Waterbury, VT 05671-0301 3e7:i'(�111 7I0i7.A►Tj FIN I Eel ZI District #4 Environmental Commission Thomas Little, Chair/Kate Purcell/Chuck Dunham 111 West Street Essex Junction, VT 05452 NRCS, District Conservationist USDA Soils Conservation Service 1193 S. Brownell Road, Suite 35 Williston, VT 05495-7416 Page 2/COS/#4C1071 R-2 Tom Bushey, District Supervisor, N.R.C.D. 48 Bushey Road Shelburne, VT 05482 County Forester/Agency of Natural Resources 111 West Street Essex Junction, VT 05452 John M. Austin/ANR, Dept. of Fish & Wildlife 5 Perry Street, Suite 40 Barre, VT 05641-4266 Burlington Free Press/Classified Ad Section 191 College Street Burlington, VT 05401 Christopher Owen/Vt. Dept. of Public Service 112 State Street, Drawer 20 Montpelier, VT 05620-2601 Green Mountain Power Corporation 163 Acorn Lane Colchester, VT 05446 Michael Russom/Vermont Gas Systems PO Box 467 Burlington, VT 05402 Division for Historic Preservation National Life Building, Drawer 20 Montpelier, VT 05620 ichael Pologruto, Technical Services/VTrans ational Life Building, Drawer 33 ontpelier, VT 05633 Marian White, Policy Analyst/Vt. Agency of Agriculture, Food & Markets 116 State Street, Drawer 20 Montpelier, VT 05620-2901 Dan Gaherty/Efficiency Vermont 255 South Champlain Street Burlington, VT 05401 lichael Barsotti, Water Quality Director/Champlain Water District 03 Queen City Park Road ,outh Burlington, VT 05403 Page 3/COS/#4C1071 R-2 ADJOINING LANDOWNERS On File at District Commission Office Dated at Essex Junction, Vermont, this I day of August, 2005. s W:Wct250WDMIN\CS\4C1071 R-2cs.wpdcc ris ne Gorfimo, v. d. Tech. 8?9-5660 State of Vermont Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-BW-253-0191 TDD>Voice 1-800-253-0195 Voioe>TDD August 18, 2005 F&M Development Company, LLC PO Box 1335 Burlington VT 05402 E.F. Farrell, LLC PO Box 1335 Burlington VT 05402 D.B. Morrissey, LLC PO Box 421 Burlington VT 05402 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 RE: WW-4-1503-3, O'dell PUD - Eastwood Commons II - Senior Housing Requesting an amendment to the original master plan (ww-4-1503) to include a 71 unit condominium bldg and 72 unit senior housing bldg with 14,000 sf of office space and support area., Farrell Street, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on August 10, 2005, including a fee of $50 paid by check #020236. 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. NOTE: In order to avoid delays, please submit the correct fee of $18, 701.50. (37,403 gpd @ .50 cents). We will therefore need another check in the amount of $18,651.50. In addition, we will need all landowner signatures for this application to be processed. Please return the enclosed application page with the corresponding signatures for each landowner representative. 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. Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury For the Division of Wastewater Management z Eileen Brady -Whitney Environmental Technician II cc: South Burlington Planning Commission Cathedral Square Corporation Stephen A. Vock LANDOWNERS F&M Development Company, LLC PO Box 1335 Burlington, VT 05402 E.F. Farrell, LLC PO Box 1335 Burlington, VT 05402 D.B. Morrissey, LLC PO Box 421 Burlington, VT 05402 APPLICANTS F&M Development Company, LLC PO Box 1335 Burlington, VT 05402 Cathedral Square Corporation 308 Pine Street Burlington, VT 05401 STATE OF VERMONT AGENCY OF NATURAL RESOURCES INTERAGENCY ACT 250 REVIEW COMMITTEE RE: F & M DEVELOPMENT COMPANY, INC. DISTRICT ENVIRONMENTAL COMMISSION # 4 APPLICATION # 4C1071 R-2 September 12, 2005 ENTRY OF APPEARANCE Please enter the appearance of the Agency of Natural Resources ("Agency"), State of Vermont, by and through its staff, Julia Moore, in the above captioned matter. COMMENTS CRITERION 5 — TRAFFIC VAOT Traffic Research Section has requested a traffic impact study from developer; questions should be directed to the Chief of Utilities and Permits at 828-2485. Dated September 12, 2005, at Waterbury, Vermont. ReSnarffi illxi submitted, State of Vermont Agency of Natural Resources f Julia S. Moore, P.E. 4F6gulatory Policy Analyst ANR Planning Division (802) 241-3687 CERTIFICATE OF SERVICE I hereby certify that I, Andrea McKnight, Program Technician/Administrative Assistant for the Planning Division of the Agency of Natural Resources, sent a copy of the foregoing Agency of Natural Resources' Comments and Entry of Appearance dated September 12, 2005 regarding File #4C1071R-2 by U.S. mail, postage prepaid, to the following: F & M Development Company, LLC c/o Eric Farrell P.O. Box 1335 Burlington, VT 05402-1335 Cathedral Square Corporation c/o Amy Wright 308 Pine Street Burlington, VT 05401 DB Morrissey, LLC c/o Dan Morrissey P.O. box 421 Burlington, VT 05402 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 Dated September 12, 2005, at Waterbury, Vermont Aidrea McKn ght Q CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 0J now August 31, 2005 Eastwood Commons Owners Assoc. 41 Commerce Ave, Suite 4 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 on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-41o6, stop by during regular office hours, or attend the schedule public hearing. Sincerely, 64N K4rA* 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 31, 2005 David & Rosemary T. Bitzer PO Box 236 Carlisle, MA 01741 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-41o6, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy onough Planning & Zoning Assistant Encl. iun laliK W/caolnet, nooa, Alter, and accessories, $75 firm. 802- 864-5200 ext. 229. SPAYED BLACK CAT: Too pos- sessive since she had kittens. Will no Longer allow other cats home. Very loving, excellent mouser and good with children. 802-425-4353. ► photography ASPIRING FEMALE MODELS WANTED to work w/fashion photographer in exchange for Portfolio, experience. Contact David, 373-1912, email rusldp@juno.com or visit www.rusLdp.com. Great opportu- nity for beginners. ► stuff wanted LOOKING FOR copies of old and rare VT hardcore or punk rock recordings, 1978-1985. Anything you have! Contact Big Heavy World, c/o Spencer, scrispe@ gmail.com. WANTED: Older Singer sewing machine, metal head, preferably black, in good working order, no Slantmatics. Call 862-8758, leave message. ► travel CRUISE CABIN MATE NEEDED: F, quiet, NS. Thanksgiving week. Sue, 865-4743. ► tutoring QUALIFIED ENGLISH TEACHER FOR bright 8th-grader w/empha- sis on writing. 3 hours per week. Candidate must be positive, enthusiastic, demanding and capable. 80 2-861- 6 2 40. ?5uZ_ b59-2S9bb. ► work wanted CLEANING HOUSES: AM hrs or working with elders. Heather 658-9323. ► legals PUBLIC HEARING SOUTH BURLINGTON DEVELOP- MENT 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, September 20, 2005, at 7:30 P.M. to consid- er the following: 1. Final plat application #SD-05- 73 of Cathedral Square Corp. to amend a previously approved Planned unit development con- sisting of, 1) 309 residential units in six (6) buildings, 2) subdividing two (2) parcels of 24.458 acres into eight lots, 3) a 90,000 sq. ft. building which will include 11,000 sq, ft. of retail, a 150 seat, 7500 sq. ft. restaurant, 70,000 sq. ft, of gen- eral office, 2,500 sq. ft. drive -in - bank, and ten (10) residential units, 4) a 4430 sq. ft. expan- sion to an indoor recreation facility and 5) an existing 16,000 sq. ft. television studio & office building. The amendment consists of: 1) elimination of 90,000 sq. ft. mixed use build- ing, 2) reduction in size of 16,000 sq. ft. television studio to 11,700 sq. ft., and 3) con- struct a 4-story 63 unit congre- gate care housing facility, Farrell Street. 26B I august 31-september 07, 2005 1 SEVEN DAYS NE LEGALS/S U PPO RTG RI 2. Final plat application #SD-05- 77 of Homestead Design, Inc. to amend a previously approved planned unit development con- sisting of 89 multi -family units in 24 buildings. The amendment consists of revising the Land- scaped berms by increasing the height from three (3) feet to six (6) feet, Songbird Road. 3. Appeal #AO-05-04 of Nikhil Patel appealing denial of Certificate of Occupancy #CO-05- 31 for a four (4) unit multifam- ily dwelling at 1803 Brand Farm Drive. John Dinklage, Chairman South Burlington Development Review Board August 31, 2005 PUBLIC NOTICE Vermont Agency of Transportation Disadvantaged Business Enterprise (DBE) Overall Annual Goals For Fiscal Year October 1, 2005 through September 30, 2006 Pursuant to US Department of Transportation regulations con- tained in 49 Code of Federal Regulations, Part 26, all state transportation agencies receiving Department of Transportation financial assistance must estab- lish overall percentage goals for the dollar value of work to be awarded disadvantaged business- es. This action has been deemed necessary in order to provide these businesses the maximum opportunity to partici- pate in the performance of con- tracts and subcontracts financed in whole or in part with federal funds. The Vermont Agency of Transportation is a recipient of US Department of Transportation financial assistance, and hereby A description of the methodolo- gy used in establishing these goals can be viewed for 30 days following the date of this notice during normal business hours at the above address. It is also available for viewing on our website: http://www.aot.state.vt.us/civiL rights/Docu ments/VTra nsO B EGoa l FY06.pdf Comments pertaining to these overall goals will be accepted at the above referenced address for a period of fifteen days following the completion of the thirty day notice period. Comments will also be accept- ed by the Federal Highway Administration, Vermont Division, Federal Building, P.O. Box 568, Montpelier, VT 05601 and the Federal Transit Administration, Transportation Systems Center, Kendall Square, 55 Broadway, Suite 920, Cambridge, MA 02142- 1093, Attention: FTA Regional Civil Rights Officer. Additional information about our DBE Program, including our cur- rent DBE Registry, certification application, resource guides and Links to other small business resources can be obtained by visiting the DBE page of our website at: http://www.aot.state.vt.us/CiviL Rights/Dbe.htm ALL firms, both DBE and non - DBE, are invited to contact the Vermont Agency of Transpor- tation for information regarding bidding opportunities on federal- ly funded projects. Dated August 1, 2005 at Montpelier, Vermont STATE OF VERMONT CHMENDEN COUNTY, SS. THERESA PHILIPS The above -entitled matter is a divorce action brought by the Plaintiff against the Defendant in which the Plaintiff alleges that the Defendant has Lived separate and apart from Plaintiff for six consecutive months, the resumption of marital relations being not reasonably probable. Defendant, George Philips, is hereby summoned and required to serve upon Paul D. Jarvis, Esquire, Plaintiffs attorney, whose address is PO Box 902, Burlington, Vermont 05402, an answer to the Complaint which is hereby served upon you by publication of this Order, on or before September 19, 2005, which is 21 days after the date of first publication of this Order. If you fail to make service of your answer as aforesaid, judg- ment by default will be taken against you for the relief. demanded in the Complaint. Your answer must be filed with the Court. Unless relief demand- ed in the Complaint is for a damage by a Liability insurance policy under which the insurer has a right or obligation to con- duct the defense, or unless oth- erwise provided in Rule 13(a), your answer must state as a counterclaim any related claims which you may have against the Plaintiff or you will be barred from making such claim in any other action, DATED at Burlington, Vermont, this 17th day of August, 2005. Family Court Judge ► support groups DON'T SEE A SUPPORT group here that meets your needs? Call Vermont 211, a program of United Ways of Vermont. Within Vermont, 866-652-4636 (toLL- free) or from outside of Vermont, 802-652-4636. Monday -Friday, 8.30 a.m.- 4_30 p.m_ FAMILY AND PORT GROUT your family o friends is in ship, this ne% designed espi Info, call Woi Battered Won 658-1996. ANXIETY AD' SUPPORT GI Sundays, 1-2 mutual suppc skills. 300 Ft 865-6138. WOMEN'S E: MOUSGROC at the Boys St., Burlingt MALE SUPP men who ha' violence. Th- a safe, enco survivors of share theirs men. Offerer Rape Crisis r 864-0555 o1 Line, 802-86 SEX AND U ANONYMOT step recover a problem v tionships? � Wednesdays Main St. Be stairs, red c 249-6825.1 tiaL. PARENTIN group for p dren of all Please call for more in HAIR PUL GROUP: T Support Gr group for i affected b, (chronic h. parents of supportive and confid Meets on 1 every mon CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 August 30, 2005 Antonio B. Pomerleau Pomerleau Family Trust 69 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 on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-41o6, stop by during regular office hours, or attend the schedule public hearing. Sincerely, 1�e K 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 30, 2005 Eric Farrell F & M Development Co. PO Box 1335 Burlington, VT 05402 Dear Property Owner: Ca�� s4 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. Please call our office at 846-41o6 if you have any questions. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. cc: Cathedral Square Corporation CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 15, 2005 Eric Farrell F & M Development Co, LLC PO Box 1335 Burlington, VT 05402 Re: Farrell Street Dear Eric: 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, September 20, 2005 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, r� Betsy jMtnoug7h Plannnt Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 22, 2005 Eric Farrell F & M Development Co. PO Box 1335 Burlington, VT 05402 Re: Minutes — Farrell Street Dear Eric: For your records, enclosed is a copy of the minutes from the August 16, 2005 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, 7��L* ci Betsy McDono gh Planning & Zoning Assistant Encl. t EVELOPMENT REVIEW BOARD i� 16 AUGUST 2005 1/�� Ms. Quimby moved to approve Application #CU-05-13 and Site Plan Application SP-05- 32 of Ready Funeral Home subject to the stipulations in the draft motion. Mr. Bolton seconded. Motion passed unanimously. 12. Public Hearing: Final Plat Application #SD-05-60 of F & M Development Co, LLC, to amend a previously approved planned unit development consisting of: 1) 309 residential units in six building, 2) subdividing two parcels of 24,458 acres into eight lots, 3) a 90,000 sq. ft. building which will include 11,000 sq. ft. of retail, a 150 seat, 7500 sq. ft. restaurant, 70,000 sq. ft. of general office, 2500 sq. ft. drive-in bank, and ten residential units, 4) a 4,430 sq. ft. expansion to an indoor recreation facility, and 5) an existing 16,000 sq. ft. television studio and office building. The amendment consists of. 1) subdividing lot #1 into three lots, 2) boundary line adjustment between lots #8 and 9, 3) reduce size of mixed -use building to 64,350 sq. ft. to include 40,000 sq. ft. of office use, 7000 sq. ft. of retail use and six dwelling units, 4) site modifications to 370 Farrell St, 5) increasing the expansion of indoor recreational facility by 210 sq. ft. to 4450 sq. ft., and 6) constructing a 71 unit 4-story multi -family dwelling on lot #9, Farrell Street: Mr. Farrell noted the plan had been approved a year ago. He showed the existing buildings, what would be removed, and what would be built. He also indicated the land to be subdivided off. This will make a 4th common lot. He didn't think that lot should be a private lot but should be under the control of the association. The proposed building would have the same construction as the existing building. They have eliminated the berm which would require removing vegetation, which did not make sense. The applicant will extend the rec path so people coming down Hadley Road can pick it up in the area where there is no sidewalk. Mr. Farrell showed the landscaping plan. He noted they will install a service drive at Twin Oaks. Ms. LaRose noted that parking and traffic number don't match was staff has. There may or may not be issues with this. Mr. Farrell said they have no parking problems and he felt they had enough. Mr. Kupferman noted this plan reduces the percentage of commercial development and asked if it is market driven. Mr. Farrell said it is. He noted traffic and parking are also reduced. Residents expressed concern with the intensity of lights from the underground parking which are on all night. Mr. Dinklage suggested these be shielded. Residents noted there life is "awful already" from this development and suggested putting the senior building -7- 1 DEVELOPMENT REVIEW BOARD 16 AUGUST 2005 nearer the residential neighborhood as it is quieter with no bright lights. Mr. Dinklage asked the applicant to solve the light problem. Mr. Kochman raised 3 issues: 1) He objected to the height waiver. He noted this would obscure the sky view from Hadley Road, which is a public road. He felt this would fall under section 3.07(f)(2) . The regulations state you may waive a height limit as long as certain provisions are met. These include the proposed building being harmonious with the area. Mr. Kochman felt a 19-foot height waiver was "oppressive." He noted the building would rise 55 feet from the grade of his yard. He also felt the building height would impair the growth of trees in the area. 2) Additional landscaping is not adequate. 3) A telephone cable is shown in the space reserved for the rec path right of way. There is already a telephone cable laid there which will serve this project. The easement runs over the cable. Mr. Kochman felt the plans are not consistent. A resident also noted that lights from Shaw's can be seen in their backyards all night. Mr. Belair said that with 30-foot fixtures you will see light. Mr. Dinklage said he thought downcasting fixtures were sufficient so you can't see hot spots off the property. A resident said the lights from the peak of Shaw's are very visible. Ms. McEachern said she can't now safely enter and exit her neighborhood. The intersection is very confusing, and people are cutting through to access this high -density area. She was very concerned with what will happen when the kids from Rice go back to school. Mr. Dinklage asked Mr. Belair to pass this on the Bruce Hoar. Audience members were displeased with a process that allows the applicant to go right to final plat. Mr. Dinklage explained the Master Plan process. Board members had no problem with the height waiver. Mr. Kochman said even though the Board has discretion to approve this, he felt they should consider people's reasonable expectation when moving into a neighborhood. The Board felt the hearing should be continued for the applicant to address screening, headlights and light from the underground parking. Ms. Quimby moved to continued Final Plat Application #SD-05-60 of F & M Development Co, until 20 September 2005. Mr. Farley seconded. Motion passed unanimously. -8- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 August 31, 2005 Steve Theriault PO Box 421 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 on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. 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� 44n4 Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-41o6 August 31, 2005 Mark Gilbert Theresa Fornter PO Box 421 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 on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4lo6, stop by during regular office hours, or attend the schedule public hearing. Sincerely, DM Betsy onough Planning & Zoning Assistant Encl. F&M DEVELOPMENT COMPANY, LLC BILLING FOR TAX ALLOCATION 6"tiw® (A CODv�tftl BUYER UNIT # CLOSING DATE MAILING ADDRESS David H. & Rosemary T. 301 06/13/05 PO Box 236 Bitzer Carlisle, MA 01741 Jonathan L. Trigaux & 306 06/13/05 370 Farrell Street, #306 Amanda K. Waite So. Burlington, VT 05403 Jeremy A. & Natalie M. 103 06/13/05 370 Farrell Street, #103 Wandasiewicz So. Burlington, VT 05403 370 Farrell Street, #302 Joseph R. Smillie 302 06/14/05 So Burlington, VT 05403 370 Farrell Street, #201 Sanjay & Mamata Hegde 201 06/15/05 So Burlington, VT 05403 370 Farrell Street, #205 Dishant Shah 205 06/15/05 So Burlington, VT 05403 370 Farrell Street. #207 Dianne Kenney 207 06/15/05 So Burlington, VT 05403 370 Farrell Street, #304 Sara LaCount 304 06/17/05 So Burlington, VT 05403 370 Farrell Street, #311 Jonathan & Casey Watson 311 06/17/05 So Burlington, VT 05403 Azhar S. Karim & Nausheen 303 06/17/05 370 Farrell Street, #303 Azhar So Burlington, VT 05403 10 Hidden Oaks Drive Adam L Hergenrother 204 06/17/05 Colchester, VT 05446 Chad R. Bouchard & Sarah 206 06/20/05 370 Farrell Street, #206 A. Boling So Burlington, VT 05403 690 Orchard Shore Rd William Desautels 403 06/20/05 Colchester, VT 05446 CAPSA, LLC CAPSA, LLC 411 06/21/05 c/o venner Group Box30015515 Sioux Falls, SD 57186 MaryKate Waters & Mark E. 105 06/21/05 370 Farrell Street, #105 Ellingson So Burlington, VT 05403 Edward S. & Patricia K. 202 06/21/05 370 Farrell Street, #202 So Worcester Burlington, VT 05403 Miller:eastwood commons/mailing list for owners at EC - taxes.xls F&M DEVELOPMENT COMPANY, LLC BILLING FOR TAX ALLOCATION Gerald & Linda Barker 109 06/23/05 370 Farrell Street, #109 So Burlington, VT 05403 Daniel Brink 309 06/24/05 370 Farrell Street, #309 So Burlington, VT 05403 Kim & Jose Negron 404 06/27/05 10 Baycrest Drive So Burlington, VT 05403 Maureen & Russell 203 06/30/05 12 Forrest Run Road Anderson Williston, VT 05495 Kathie Desautels 405 07/01/05 51 Bower Street So Burlington, VT 05403 Ann Hill 211 07/06/05 370 Farrell Street, #211 So Burlington, VT 05403 Laurie McGovern 308 07/11/05 370 Farrell Street, #308 So Burlington, VT 05403 Janis Baske 312 07/11/05 370 Farrell Street, #312 So Burlington, VT 05403 Randolph & Lorna Grant 313 07/11/05 370 Farrell Street, #313 So Burlington, VT 05403 Michael Kenny 413 07/11/05 370 Farrell Street, #413 So Burlington, VT 05403 Fessou Enterprises, LLC 317 07/11/05 PO Box 8254 Essex, VT 05451 Stephen & Pauline Smith 320 07/11/05 370 Farrell Street, #320 So Burlington, VT 05403 Bruce & Barbara Scamman 408 07/11/05 370 Farrell Street, #408 So Burlington, VT 05403 370 Farrell Street, #410 Stacey Beaudion 410 07/11/05 So Burlington, VT 05403 13338 Bayberry Drive Germantown, Kachi Enyinna 412 07/11/05 MD 20874 PO Box 1335 Michael Farrell 321 07/12/05 Burlington, VT 05402 PO Box 1335 Michael Farrell 323 07/12/05 Burlington, VT 05402 Miller:eastwood commons/mailing list for owners at EC - taxes.xls F&M DEVELOPMENT COMPANY, LLC BILLING FOR TAX ALLOCATION Lois Obregon 401 07/12/05 370 Farrell Street, #401 So Burlington, VT 05403 Bouchard Family Limited 315 07/12/05 208 Clearwater Drive Partnership Shelburne, VT 05482 Peter Johnson 421 07/13/05 19 Elsom ParkwayBurlington, VT 05401 Bridget Gracey 423 07/13/05 69 Pinnacle Drive So Burlington, VT 05403 Michael & Joan Conroy 417 07/13/05 374 So. Union Street Burlington, VT 05401 John & Mary Ann Coburn 316 07/13/05 6 East Shore South Grand Isle, VT 05458 Edward Helmer & Sarah 310 07/14/05 370 Farrell Street, #310 McGrath Burlington, VT 05403 Barbara & Patrick McHenry 418 07/15/05 264 Park Road Burlington, VT 05403 Sarah Harrington & 420 07/15/05 464 Hidden Pines Circle Kathleen Morrissey Richmond, VT 05447 Carol Story 314 07/15/05 370 Farrell Street, # 314 So Burlington, VT 05403 Anthony Wyand 319 07/15/05 370 Farrell Street, # 319 Burlington, VT 05403 Edward & Magdalene 406 07/15/05 953 Richewood Lane McGuire St. Augustine, FL 32086 Anthony Basiliere 425 07/15/05 370 Farrell Street, #425 So Burlington, VT 05403 Gordon Wier 407 07/15/05 PO Box 4538 Burlington, VT 05406 CAPSA,LLC Harper Phillips 414 07/19/05 c/o venner Group Box 30015515 Falls, SD 57186 Raymond & Jeffrey Benoit 416 07/19/05 370 Farrell Street, #416 mail just to Jeffrey So Burlington, VT 05403 Alain & Simone Youkel 305 07/22/05 PO Box 1335 Burlington, VT 05402 So So So Sioux Miller:eastwood commons/mailing list for owners at EC - taxes As 1 F&M DEVELOPMENT COMPANY, LLC BILLING FOR TAX ALLOCATION Alain & Simone Youkel 307 07/22/05 PO Box 1335 Burlington, VT 05402 Larry & Nicole Parente 415 07/26/05 57 Pinnacle Drive Burlington, VT 05403 Daniel Glaser 210 07/27/05 370 Farrell Street, #210 Burlington, VT 05403 Greg & Janet (Charles) 217 07/27/05 146 Hummingbird Dr Bombardier Colchester, VT 05446 Louis & Helen Meunier 104 07/28/05 370 Farrell Street, #104 Burlington, VT 05403 J. Steve Arthur 214 07/29/05 370 Farrell Street #214 So Burlington, VT 05403 Bonnie Cueman 212 07/29/05 370 Farrell Street #212 So Burlington, VT 05403 James & Sally Buell 112 08/01/05 233 Stokes Lane Shelburne, VT 05482 Priya Sambandan & 218 08/01/05 370 Farrell Street #218 Manoj Thakker So Burlington, VT 05403 Susan & Eric Carlson 216 08/02/05 706 Larchwood Lane Vilanova, PA 19085 Stacey Carnell 213 08/03/05 370 Farrell Street #213 'So Burlington, VT 05403 Steve Bouchard 101 08/04/05 370 Farrell Street #101 So Burlington, VT 05403 Amir Ajar 102 08/04/05 370 Farrell Street #102 So Burlington, VT 05403 Cynthia Breton 114 08/05/05 370 Farrell Street #114 So Burlington, VT 05403 Marcy Hanson 123 08/05/05 370 Farrell Street #123 So Burlington, VT 05403 Maureen Yergeau 402 08/05/05 370 Farrrell Street #402 So Burlington, VT 05403 Michael Wulfkuhle 221 08/05/05 370 Farrell Street #221 So Burlington, VT 05403 So So So Miller eastwood commons/mailing list for owners at EC - taxes.xls 1 I F&M DEVELOPMENT COMPANY, LLC BILLING FOR TAX ALLOCATION Sylvia Wehmuth 120 08/05/05 370 Farrell Street #120 So Burlington, VT 05403 Steve Theriault 118 08/04/05 PO Box 421 So Burlington, VT 05403 Mark Gilbert & Theresa 106 08/05/05 PO Box 421 So Fornter Burlington, VT 05403 Mark Gilbert & Theresa PO Box 421 Fornter 117 08/05/05 So Burlington, VT 05403 William Morgan 215 08/08/05 35-2205 Hudson Street Jersey City, NJ 07302 Benton Family Trust 125 08/08/05 244 E. 15th Street Tempe, AZ 85281 Erin Shoulberg & 370 Farrell Street, #419 Sherie Alden 419 08/09/05 So Burlington, VT 05403 370 Farrell Street, #111 So Patrick Keating 111 08/12/05 Burlington, VT 05403 Liz Miller 121 08/15/05 5 Nahma Avenue Essex Jct, VT 05452 Jamie Balch 119 08/16/05 370 Farrell Street, #119 So Burlington, VT 05403 Edwin & Brenda Ruel 220 08/19/05 370 Farrell Street, #220 So Burlington, VT 05403 Neal & Sara Erickson 318 08/19/05 287 Baycrest Drive So Burlington, VT 05403 John Wulff 223 08/19/05 370 Farrell Street, #223 So Burlington, VT 05403 1-1109 River Ct. Tom Van Arsdall 116 08/22/05 Jersey City, NJ 07310 370 Farrell Street #219 Todd Peterson 219 08/23/05 So Burlington, VT 05403 Investment Exchange Group, LLC Sharon Morrissey Young 325 08/24/05 Sharon Morrissey Young, Exchanger 650 So Cherry St, Ste 920 Denver, CO 80246 Christopher Urbane 115 UNSOLD Miller:eastwood commons/mailing list for owners at EC - taxes xls F&M DEVELOPMENT COMPANY, LLC BILLING FOR TAX ALLOCATION David & Jill Jackson 225 UNSOLD Arthur Goyette 209 UNSOLD Eric Farrell 409 UNSOLD Debra Knapp 208 UNSOLD Model Unit 110 UNSOLD Miller:eastwood commons/mailing list for owners at EC - taxes.xls W st vrtx a Pat ACT 250 NOTICE MINOR APPLICATION 10 V.S.A. §§ 6001-6092 On August 8, 2005, F & M Development Company, LLC.; Cathedral Square Corporation; EF Farrell, LLC and DB Morrissey, LLC filed application # 4C1071R-2 for a project generally described as: the subdivision of Lot #1 of the O'Dell Parkway PUD into four lots; reduction of the size of the approved TV station addition on Lot #1 from 16,500 sf. to 11, 700 sf.; increase the addition to the fitness center on Lot #8 from 4,430 sf to 4,640 sf.; delete the mixed use building on Lot #1; construct a 71-unit residential building on Lot #9; construct 70 senior housing units on Lot #11 with a 14,000 sf. Senior Resource Center/office spaces; and Lot #10 reserved as common land. The project is located on Farrell Street in the City of South Burlington, Vermont. The District 4 Environmental Commission will review this application under Environmental Board Rule 51 - Minor Applications. Copies of the application and proposed permit are available for review at the South Burlington Municipal Office, Chittenden County Regional Planning Commission located at 30 Kimball Avenue, South Burlington, and the office listed below. The application and proposed permit may also be viewed on the Natural Resources Board's web site (www.nrb.state.vt.us/lup) by clicking on "District Commission Cases," selecting "Entire Database," and entering the case number above. o hearing will be held unless, on or before September 13, 2005, a party notifies the District ommission of an issue or issues requiring the presentation of evidence at a hearing or the )mmission sets the matter for hearing on its own motion. Any hearing request shall be in writing to e address below, shall state the criteria or subcriteria at issue, why a hearing is required and what iditional evidence will be presented at the hearing. Any hearing request by an adjoining property caner or other interested person must include a petition for party status. Prior to submitting a request it a hearing, please contact the district coordinator at the telephone number listed below for more formation. Prior to convening a hearing, the District Commission must determine that substantive sues requiring a hearing have been raised. Findings of Fact and Conclusions of Law will not be ..epared unless the Commission holds a public hearing. ►uld a hearing be held on this project and you have a disability for which you are going to need ommodation, please notify us by September 13, 2005. 4(E). entitled to participate are the Municipality, the Municipal Planning Commission, the Regional tg Commission, adjoining property owners, other interested persons granted party status it to Board Rule 14(A)(6). Non-party participants may also be allowed under Board Rule in Essex Junction, Vermont, this day of August 2005. By ter E. Keibel atural Resources Board District #4 Coordinator 111 West Street Essex Junction, VT 05452 T/ 802-879-5658 E/ peter.keibel@anr.state.vt.us 071\4C 1071 R-2.NOT This is a DRAFT permit; please submit any written comments or corrections to: Peter E. Keibel, District #4 Coordinator, 111 West Street, Essex Junction, VT 05452 A permit will NOT be issued by the District Commission until the following information is received: 1) Potable Water Supply and Wastewater System Permit issued by the ANR-DEC W Management Division , AMENDMENT CASE NO 4C1071R-2 LAWSYYREGULAT APPLICANT F & M Development Company, LLC. 7 0 V S.A. § § 6001 - ADDRESS P. O. Box 1335 12-1 Burlington, VT 05402-1335 =� and Cathedral Square Corporation 308 Pine Street Burlington, VT 05401 and EF Farrell, LLC P.O. Box 1335,E 2-1335 Environmental Commission #4 hereby issues Land Use Permit Amendment 4C1071R-2, pursuant ithority vested m af,_�y 10 V.S.A. §§ 6001-6092. This permit amendment applies to the lands ;d in Book 260, Pages 112-114, of the land records of the City of South Burlington, Vermont, as ect of a deed tF & M Development Company, LLC., the Permittee as Grantees. This permit specifically authorizes the Permittee to subdivide Lot #1 of the O'Dell Parkway PUD into'fourrots reduce the size of TV station addition on Lot #1 from 16,500 sf. to 11, 700 sf.; increase the addition to the fitness center on Lot #8 from 4,430 sf to 4,640 sf.; delete the mixed use building on Lot #1; construct a 71-unit residential building on Lot #9; construct 70 senior housing units on Lot 411 with 14,000 sf. Senior Resource Center/office spaces and Lot #10 is reserved as common land. The project is located between Farrell Street and Route 7 in the City of South Burlington. Affordable Communities and Servicesfor Vermonters Senior Housing Managed by CSC of Equal Housing Opportunity PFCathedrallPage T www.cathedralsquare.org Sq-C.".u." Cathedral Square Corporation, A non-profit organization, was created in 1977 by the Cathedral Church of Saint Paul. The mission of Cathedral Square (CSC) is to provide housing and support services for persons who are low- income, handicapped, or elderly. CSC manages seventeen properties for seniors that are located in Burlington, Colchester, Essex Junction, Jericho, Richmond, Waterbury, and Williston. Each community has its own distinctive identity, but all retain CSC's commitment to providing excellent supportive services. All rents include heat and electricity. Section 8 is welcomed. For more information on CSC housing for families and younger adults, please call us or visit our web site. For more information call (802) 863-2224 Page 3rCat'hedra� sy—a„i, Housing Options Cathedral Square Corporation (CSC) is a non-profit organization that owns and manages properties for seniors in Burlington, Colchester, Essex Junction, Jericho, Richmond, Waterbury, and Williston.While each commu- nity is unique, all Cathedral Square properties combine excellent suppor- tive services and a caring staff. CSC offers three different types of senior housing, which provide increasing levels of services: Independent Senior Living, Shared Housing & Assisted Living. Regardless of which category of housing, all of our communities includes the fol- lowing amenities: • Resident services coordination • 24 Hour Emergency system • Laundry facilities • Accessible units • All utilities included except telephone and cable TV • Building and grounds maintenance Independent Senior Housing CSC manages more than eleven independent senior communities through- out Chittenden County, with sizes ranging from fourteen to 112 units.All communities offer spacious one and two -bedroom apartments, most with wall-to-wall carpeting and window blinds. CSC partners with residents to initiate a variety of programs and activities at our communities, including gardening, dancing, bingo, and exercise programs. On -site staff assists resi- dents to access resources and programs designed to help them age with dignity and grace.Any resident requiring more assistance with activities of daily living will receive priority admission to our shared housing and as- sisted living residences. +Cathedral Page 4 www.cathedralsquare.org Squvc Co [ rauan Shared Housing Shared Housing offers unique, private rooms with baths in a home -like set- ting where residents share three meals per day prepared by a chef and served in the common dining room. Other amenities include an on -site resident manager, activities, transpor- tation, and housekeeping services.This type of housing promotes independ- ence through interdependence, and is ideal for those seeking a social and family -like atmosphere Assisted Living Our new assisted living licensed facil- ity, offers private apartments with ac- cessible bath & kitchenette in a con- venient setting in downtown Burling- ton. Residents enjoy the privacy of their own apartment and their own furnishings, with the comfort of know- ing that personal care services are available 24 hours per day from our specially trained staff, including assis- tance with bathing, dressing, and medi- cation reminders. Amenities include: three meals per day served in our dining room, housekeeping services,Well- ness Center, whirlpool room, Beauty Salon, daily activities, and transporta- tion.The location of provides stunning views of Lake Champlain and theAdi- rondacks, access to shopping and restaurants, and within 1.5 miles of Fletcher Allen Hospital. For more information call (802) 863-2224 Page 5 rCathedJ Sp- C 1-, Burlington Three Cathedral Square (80 units) Three Cathedral Square was built on land donated by the Cathedral Church of St. Paul in Burlington and was Cathedral Square Corporation's first project. Located in downtown Burlington with spectacular views of Lake Champlain, the building is within easy walking distance of shopping, dining, churches, and the waterfront. Eighty apartments are available for people who are income eligible, age 62 and older or who are in need of a wheelchair accessible apartment. The residents participate in the Section 8 rental assistance program. Rents are based on 30% of your adjusted income. Residents at Three Cathedral Square have support services, including a Resident Services Coordinator, lunch five days a week, homemaker services, health consultation, 24 hour emergency coverage, a library, raised garden beds, bingo, cable TV, SSTA van, and is on the CCTA bus line. Assisted Living (28 Units) The Assisted Living units are available to residents who require assistance with personal care activities, and offers supportive services including daily meals, housekeeping services, and recreational and social activities.The new assisted living program offers a continuum of care to all residents. Most residents of Cathedral Square Senior Living participate in the Section 8 rental assistance program.The Section 8 program allows a resident to make rental payments that never exceed more than 30% of his/her income in rent. Residents of the assisted living program must either meet income eligibility requirements or occupy a market rate unit.All assisted living residents must meet admission criteria. Assisted Living units offer 24 hour awake personal care, medication reminders and nursing oversight. P78- thedral Page 6 www.cathedralsquare.org Burlington Heineberg (81 Units) Home of the annual Heineberg Halloween party, Heineberg Senior Housing opened in 1989. This 81 unit mixed income community for persons age 55 and older provides an on -site Social Service Coordinator, meals at the Heineberg Senior Center, health consultation, activities, 24 hour emergency coverage, and is on the bus line. Located in the New North End of Burlington, this building is extremely convenient to shopping and services. One and two -bedroom apartments are available. Rents are based on household income. McAuley Square (55 Units) McAuley Square is a multigenerational, mixed -income, housing community in Burlington located on Mansfield Avenue near the Hospital and UVM. McAuley Square offers 55 units of rental housing to persons 55 years of age and older. The community also has two other buildings with apartments for parents returning to college and families participating in Lund Family Center programs. Rents are based on household income. Ruggles House (15 apartment. Units) Located in the hill section of Burlington, this congregate facility provides 15 apartments with private baths and kitchenettes for maximum independence. A historic mansion, Ruggles House offers three daily meals prepared by a chef and served in the beautiful dining room, a Resident Services Coordinator, transportation, music room, lovely gardens, and 24-hour emergency coverage. Rents range depending on income and size of Cathedral Page 8 www.cathedralsquare.org Square. C,orpo do Jericho Richmond St. Albans Jeri Hill (24 Units) Jeri Hill is 24 one and two bedroom units in three one story buildings. It is a HUD Section 8 project for seniors over 62 and people with a disability. Rents are based on 30% of an individual's adjusted income. Amenities include a large community room, Resident Services Coordinator, SSTA van, private decks, and a weekly bus to Burlington. Richmond Terrace (IS units) Richmond Terrace is owned by a local community group and is managed by Cathedral Square Corporation. Rents are based on 30% of an individual's adjusted income. There are 15 efficiency and one -bedroom units for people who are age 62 & older or who are in need of a wheelchair accessible apartment. Hawk's Nest (66 units) A 66-unit independent living facility in St.AI- bans is near completion. The site is the inter- section of Route 104 and Fairfield Street, across from the Northwesten Medical Center hospital campus. The facility contains 21 one - bedroom apartments and 45 two bedroom apartments. All applicants must be at least 55. For more information call (802) 863-2224 Colchester Page 7 rCathedr 17 Holy Cross (40 units) This mixed income community for persons 55 and older was built in 1997. Holy Cross Senior Housing offers an on -site Resident Services Coordinator, activities, 24 hour emergency coverage, health consultation, storage, craft area, SSTA van, on -site parking, library with a computer, hairdresser, discounted cable TV, patio, picnic area, raised garden beds, shuffleboard, walk-in closets, and is located near a church, the park, and the lake. Rents for one and two bedroom units are based on household income. Essex Junction Whitcomb Terrace (19 units) 7ro Often referred to as barrier -free or universal design, the goal is to maximize the flexibility of the space to benefit all residents regardless of their physical abilities. Preference is given to persons under the age of 62 requiring a fully accessible apartment. The accessible design and Cathedral Square's on -site staffing are critical components that will support individuals in finding providers to meet their service needs. All Cathedral Square properties are designed to offer resident service coordination, 24-hour emergency coverage, laundry facilities and on -site maintenance staff. Whitcomb Woods (65 units) Whitcomb Woods Senior Housing is a 65-unit rental complex designed to meet the needs of individuals who are 62 or older, with a wide range of incomes.The property is located on West Street in Essex Junction about I mile from the Five Corners. Nestled in a mixture of single family residences, with a church nearby, Whitcomb Woods grounds are surrounded by wooded areas and the Winooski River.Whitcomb Woods is designed to be affordable for seniors with a variety of incomes. FPCathedrallPage 9 www.cathedralsquare.org Waterbury Williston Stimson & Graves (14 Units) The Stimson and Graves project is located in downtown Waterbury above the senior center. It serves residents 55 years of age or older. It provides a Resident Services Coordinator, on -site senior center, and 24 hour emergency coverage. Rents are based on household income. Eagle Crest (60 units) This 60 unit mixed income development for people who are 55 years of age and older in Williston has thirty-one units with rent restrictions and twenty-nine units that are market rate. The project is located in the Blair Park area near the Fletcher Allen Health Care Clinic in Williston. Eagle Crest provides a Resident Services Coordinator, 24 hour emergency coverage, SSTA van, storage, underground parking, beauty salon, exercise room, billiard table, a craft area, and is on the CCTA bus line with an Falcon Manor (61 units) Adjacent to Eagle Crest Senior Housing in Williston, Falcon Manor offers 40 two bedroom and 21 one bedroom apartments plus the convenience of an on -site VNA Adult Day Center. Amenities include Resident Service Coordination and choice of balcony or patio. Cathedral Page io www.cathedralsquare.org Sgwrc--�.,. paescinn Williston b x �.� WK wV Whitney Hill Homestead (44 units) This project offers apartments to people age 55 and older with a mix of incomes and apartment rents. Whitney Hill provides an on - site Resident Services Coordinator, health consultation, activities, 24 hour emergency coverage, SSTA van, and community transportation. Rents for one and two -bedroom apartments are based on household income . Williston Woods Cooperative (1 12 Units) In 1992 Cathedral Square Corporation began u `A assisting the homeowners of Williston Woods, a g manufactured home community for people age 55 and older, in forming a housing cooperative. In 1993, the homeowner cooperative purchased the land and Cathedral Square now manages the community and provides residents with resident services coordination. A large community building is available to residents. For more information call (802) 863-2224 Page I Cathedral' Square CurErnnion Burlington Independence Place (7 Units) Independence Place offers apartments for families participating in Lund Family Center programs in Burlington, next to McAuley Square. Rents are based on household income. Scholars House (12 Units) Part of the McAuley Square Intergenerational Com- munity, the Scholars House offers one, two, and three bedroom apartments for families where at least one of the parents is attending college or a technical program. Rents are based on household income. South Burlington Community Housing (10 Units) This innovative community provides one -bedroom apartments to individuals with mobility impairments under age 62. All residents participate in a carepooling plan with th%-- , which provides for greater flexibility and independence than a traditional care giving arrangement. V, J CSC Property Mailagcntcftt CSC Manages properties across the continuum of care from service enriched senior housing to licensed assisted living. Service Enriched Special Needs Housing Senior Housing with Supportive Services r,^ ,.ch. „ r Mot w0tUZZU+" wv �t�r_ i-a"-IV ram; s�.�rdr ent ✓� ; .. r"".: ■ proia.ts with CsC ownwrsfiip ♦ CSC apprnnts one or more board members Congregate Housing with meals For more information or application, please contact us at: Phone:802-863-2224 Fax:802-863-6661 www.cathedralsquare.org 308 Pine Street, Burlington,Vermont 05401 24 Hour Care e Square C,arpora6on Affordable Communities and Services for Vermonters FRANK AND JENNIFER KOCHMAN 75 HADLEY ROAD SOUTH BURLINGTON, VT 05403 TO: SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD RE: FINAL PLAT HEARING FOR EDGEWOOD COMMONS II AND SENIOR HOUSING DATE: SEPTEMBER 20, 2005 RE: STATEMENT OF CONCERN This Statement is intended as a "statement of concern" within the meaning of 24 V.S.A. §4471. We object generally to approval of the final plat for Edgewood Commons II and we also object specifically to granting of the height waiver requested by the applicant/developer on the grounds that the four story building proposed for Edgewood Commons II does not relate harmoniously to existing buildings and roads in the vicinity that have a visual relationship to that proposed structure, including our house at 75 Hadley Road and Hadley Road itself, all in disregard of Section 14.06C.(2) of the City of South Burlington Land Development Regulations. rank Kochman J Jennifer Vchman 09/20/20D5 15. 1.7 er 879- -30 MYERSYPEA7R /S'J- � n, r P'; ,F7F NORMA.N C. SMITH, ESQ. 76 Liacah Street P.O. Box 24 Essex Junction, Vermont 054 -0024 Telephono (802) 2MOO88 Facsim Ile (902) M-9W September 20, 2005 South Burlington Development Review Board 575 Dorset Streyt South Burlington, Vermont 05403 Fe; Final Fiat Plan. Review #0-05-73 Cathedral Square Corporation. — O'Dell Parkway PUD Applicant: F&M Development Corporatism. Dear Board. Members: This office represents Herman S. Thomas and Mavis C. Thomas. as Trustees of the Hernnan S. Thomas Family Trust and of the Mavis C. Thomas Family Trust. The Trusts own, the property there the current Ben Frauk-l.in store is located at 518 Shelbiune .Road. We also represent FEP Il and 5 1.8 Corporation, which lease the property from the Thomas Trusts. Finally, we represent Franklin Enterprises, Inc., which operates the Bern Franklin_ store. In general, my clients are. quite pleased with the proposed reduction_ in impacts from the proposed project revisions. They are still concerned, however.', with the traffic patterns that could result fzorn the proposal as drawn. Tate current loading dock for. the Ben Franklin: store is located at the northeast corner of the building. My clients are concerned that the turning lanes for the area between the Ben Franklin stare and the parking for the new proposal, both to the East of the store and to the North, will not leave sufficient roam for long tractor trailer trucks to access easily the loading duck,. The potential for traffic conflicts and accidents could be increased througA the parking and traffic patterns resulting from the proposed Project. The trucks would also blocked the travel lanes during loading and unloading, My clients are trying to resolve these issues, as well as others, in direct negotiations with, the Developer. We are optimistic that these and parallel property management type issues can be resolved in writing quietly with mutual adjustments that we hope will be considered minor and reasonable to the Board. Mearvvh.ile, we wanted the Board to be aware of our concerns. VwXy,' truly y011r9, C Norw,';i 1 C. Stnith, Esq. NORMA N C. SMITH, T°H, ESA►. 76 Liotain Street P.O. Box 24 Wet Junction, Vermont 05453.0024 Telephone (802) 2M9088 Facsimile (602) 879-9w September 20, 2005 South Burlington .Development Review Board 575 Dorset Street South Burlington, Vermont 0540; Re. Final' Plat Flan. Review #SD-05-73 Cathedral Square Corporation. — O'Del1 Parkway PUD Appiicait: F&M Development Corporations. Dear Board. Members: This office represents fierman S. Thomas and :Mavis C. Thomas, as .Trustees of tl e Herman & Thomas Family Trust and of the Mavis C. Thomas Family Trust. The Trusts owns, the property where the current Ben Franklin store is located at 518 Shelburne .Roar{. We also represent FEP it and 518 Corporation, which lease the properly from the Thomas Trusts, Finally, we represent Franklin Enterprises, Inc., which operates the Berl Franklin store. in general, my clients are quite pleased with the proposed reductior in impacts from the proposed project revisions. They are still concerned,, however, with the traffic patterns that L;ould result frorn the proposal as drag. The current loading dock for. the Ben Franklin: stare is located at the northeast corner of the building. My clients are concerned that the turning lanes for tLe area between the Ben Franklin store and the parking for the new proposal, both to the East of the store and to the North, will not leave sufficient ,roam for long tractor trailer trucLto access easily the loading dock. The potential for traffic conflicts and accidents could be increased through the parking and traffic patterns resulting from the proposed'Project. The trucks would also blocked the travel lames during .loading and unloading, My clients are trying to resolve these issues, as well as others, in direct negotiations with the Developer. We are optimistic that these and parallel property management type issues can be resolved in writing quietly- with mutual adjustments that use hope will be considered minor and reasonable to the Board. Vearwvhile, we wanted the Board to be aware of our concerns. Vert, truly yours, "vorW-in C Smi& Esq. "Joy Df G 2005 TeleAllas Image C, 2005 DigitalGlobe 11 • CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \drb\sub\f&m\finaleastwoodll amend.doc DEPARTMENT OF PLANNING & ZONING Report preparation date: September 13, 2005 Plans received: July 13, 2005 FINAL PLAT PLAN REVIEW #SD-05-60 F&M DEVELOPMENT CORPORATION — O'DELL PARKWAY PUD Agenda # 4 Meeting Date: September 20, 2005 Applicant Owners F&M Development Corporation F&M Development Corp., LLC; P.O. Box 421 Lake Champlain Housing Development Corp.; Burlinaton. VT 05402 Farrell Cora. Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\f&m\finaleastwood amend.doc PROJECT DESCRIPTION The F&M Development Corporation, herein referred to as the applicant, is requesting final plat approval to amend a previously approved planned unit development consisting of: 1) 309 residential units in six (6) buildings, 2) subdividing two (2) parcels of 24.458 acres into eight lots, 3) a 90,000 sq. ft. building which will include 11,000 sq. ft. of retail, a 15-seat, 7,500 sq. ft. restaurant, 70,000 sq. ft of general office, 2,500 sq. ft. drive-in bank, and ten (10) residential units, 4) a 4, 430 sq. ft. expansion to an indoor recreation facility, and 5) an a existing 16,000 sq. ft. television studio and office building. The amendment consists of: 1) subdividing lot #1 into three (3) lots, 2) boundary line adjustment between lots #8 & 9, 3) reduce size of mixed -use building to 64,350 sq. ft. to include 40,000 sq. ft of office use, 7,000 sq. ft. of retail use and six (6) dwelling units, 4) site modifications to 370 Farrell St, 5) increasing the expansion of indoor recreational facility by 210 sq. ft to 4,460 sq. ft., and 6) constructing a 73-unit 4-story multi -family dwelling on lot #9, Farrell Street. A public hearing was held on August 16, 2005 and was continued to September 20, 2005 so that staff and the applicant could discuss several issues. Since the last meeting, the applicant has decided to add two (2) dwelling units to the building for a total of 73 units. The original request was for 71 units, so the public notice was only for 71 units. The Board needs to decide whether it is comfortable with approving 73 units when the public notice was only for 71 units. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on July 13, 2005 and have the following comments: Setbacks: The proposed 73-unit residential building meets the applicable front, rear, and side setback requirements for the subject PUD, as outlined in Table C-2 of the South Burlington Land Development Regulations. Density: The maximum density allowed in the subject PUD is 457 units (includes affordability bonus which has been met). The proposed project will increase the number of units built from 309 units to a total of 388 units. Sixty-nine (69) units of density remain. Coverage: Staff has been in discussions with the applicant regarding the coverages for the property. The applicant has stated that Ben Franklin, which is not technically part of the PUD, has, is, and will continue to be counted towards building and overall overages for the PUD. Staff finds the coverages to be acceptable and within the regulations for the zoning district. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations, PUDs shall comply with the following standards and conditions: CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\f&m\finaleastwood amend.doc Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13(B)(1) of the South Burlington Land Development Regulations, the existing public utility system shall be extended to provide the necessary quantity of water, at an acceptable pressure, to the proposed dwelling units. The Superintendent of the South Burlington Water Department, Jay Nadeau, reviewed the plans and provided comments in a letter dated July 19, 2005 (attached). 1. The applicant shall comply with the requests of the South Burlington Water Department, as outlined in the letter from Jay Nadeau dated July 19, 2005. The City of Burlington's Water and Wastewater Treatment, Distribution, and Collection Facilities will handle the wastewater disposal of this project. 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. 2. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access is provided to the proposed building on lot 9 by Farrell Street, a proposed public roadway connecting Shelburne Road and Swift Street. The proposed 24' drive and 67 space parking lot is off Farrell Street, to the west of the access for Eastwood Commons and to the east of the TV Studio. This access will connect to the parking lots for the buildings on lot 1, and will connect to a proposed pedestrian walkway to the Twin Oaks facility. According to the ITE, 7th Edition, the amendment is estimated to bring the Planned Unit Development's total P.M. vehicle trip ends to 253 P.M. peak -hour vehicle trip ends. The applicant will pay any applicable traffic impact fees for the additional vehicle trip ends the proposed amendment is estimated to create. 3. The applicant shall pay any applicable traffic impact fees for the additional vehicle trip ends the proposed amendment is estimated to create, prior to issuance of the zoning permit for the 71-unit residential building. Staff does not feel the proposed amendment will create any new circulation issues. 4. If and when the applicant updates the traffic study for the subject PUD, the 73-unit residential building shall be incorporated into that study and any relevant traffic management strategies shall be implemented. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\f&m\finaleastwood amend.doc 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 contain any wetlands, streams, or unique natural features. 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 the South Burlington Land Development Regulations, the Commercial 1 District is hereby formed in order to encourage the location of general retail and office uses in a manner that serves as or enhances a compact central business area. Other uses that would benefit from nearby access to a central business area, including clustered residential development and small industrial employers, may be permitted if they do not interfere with accessibility and continuity of the commercial district. Large -lot retail uses, warehouses, major industrial employers, and incompatible industrial uses shall not be permitted. Planned Unit Developments are encouraged in order to coordinate traffic movements, promote mixed -use developments, provide shared parking opportunities, and to provide a potential location for high - traffic generating commercial uses. Staff feels that the proposed development conforms to the purpose of the C1 District and that it is visually compatible with the area, which currently contains commercial uses and multi -family dwellings. The proposed uses will not interfere with the accessibility and continuity of the C1 District. Also, the proposed development is part of a PUD, which is encouraged in the C1 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 major open space area on this PUD is the land adjacent to the Interstate which comprises the IHO District. Staff feels this is an important open space area, as it provides a viable corridor along the Interstate and provides an aesthetic buffer between the Interstate and the PUD. Staff also notes that the open space on this PUD will not vary from the previously approved plans. 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 South Burlington Fire Chief has reviewed the plans and provided comments in a letter dated August 11, 2005. He had noted that, because of the numerous other utilities on the site, he had a very difficult time locating the fire hydrants on the plans. The applicant has since provided new plans to the Fire Chief. The applicant has stated that they will comply with all of the conditions of the fire chief, including the location of fire hydrants and the installation of a fire access lane on the east side of the building. 5. The applicant shall comply with the Fire Chiefs requests prior to issuance of certificate of occupancy. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\f&m\finaleastwood amend.doc 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. A proposed public road serves all lots in the PUD. A sidewalk exists on the northerly side of the roadway and a 10' wide bike path exists on the southerly side of the roadway. The proposed recreation path has been moved and now flows from Farrell Street north along the easterly side of the Eastwood Commons II parking lot, along the westerly boundary of the Twin Oaks facility, and eventually connecting with Hadley Road. The recreation path committee should review this proposed location. 6. The South Burlington Recreation Path Committee shall review the plans for the proposed recreation path and provide comments. This recommendation shall be included in the final plat plan. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 7. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The applicant shall submit exterior lighting details (cut -sheets) for the proposed street lights and pedestrian lights on the property. Both of the proposed lighting fixtures shall comply with Appendix A of the South Burlington Land Development Regulations. At this time, the applicant is not proposing building -mounted lights for the building. 8. The applicant shall submit exterior lighting details (cut sheets) for any new street lights and pedestrian lights on the property. 9. If exterior lighting is to be installed on the 73-unit residential building or the indoor recreation facility additions, the details of the lighting shall be submitted for approval prior to the issuance of the first zoning permit. The City Engineer has reviewed the plans for the proposed project and provided comments in a memo dated July 21, 2005. 10. The applicant shall address the comments of the City Engineer as noted in his memo of July 21, 2005. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff finds the proposed PUD to be consistent with the South Burlington Comprehensive Plan for the following reasons: a. The plan is consistent with the stated purpose of the C1 District, as outlined in Section 5.01 of the South Burlington Land Development Regulations. b. The proposed PUD will produce high density, mixed -use development, which is the fits the character and the goals for the area. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\f&m\finaleastwood amend.doc c. The proposed PUD will produce infill development, which is promoted through the Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14 03(A)(6) of the South Burlington Land Development Regulations, any PUD shall require site plan approval Section 14.06 of the South Burlington Land Development Regulations 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. Staff feels the proposed project accomplishes a desirable transition from structure to site and from structure to structure. Staff also feels the site provides for adequate planting and safe pedestrian movement. Based on the Land Development Regulations, the overall PUD will require 991 parking spaces. The applicant has provided and/or is proposing to provide 824 parking spaces (per F&M Development memo dated July 13, 2005). This shortfall is 167 spaces, or 16.9%. 11. The Development Review Board should grant the applicant a 167-space, or 16.9 % parking waiver. The applicant has submitted the details for the surface -level parking spaces for the proposed project. The surface parking spaces meet the standards of Table 13-8 in the Land Development Regulations. The plan showing underground parking spaces lacks a scale. The handicap spaces also appear to be lacking the five foot access aisles required by the SBLDR. 12. The plans depicting the underground parking spaces for `Eastwood Commons 11' shall be revised so as to show an accurate scale bar. 13. The handicap spaces shown as part of the underground parking spaces for `Eastwood Commons 11' shall be revised to be in compliance with Section 13.01(1) of the South Burlington Land Development Regulations. According to Section 13.01(J) of the South Burlington Land Development Regulations, parking or storage facilities for recreational vehicles shall be provided in all multi -family residential developments of twenty-five (25) units or more. Recreational vehicles shall not be stored on any common open lands other than those specifically approved for such purpose by the DRB through the review process. The Development Review Board may waive this provision only upon a showing by the applicant that the storage and parking of recreational vehicles shall be prohibited within all private and common areas of the development. The plans for this particular building do not specify where recreational vehicle parking is to be provided. The applicant has stated that recreational vehicle parking will not be permitted on the property at this time. The Condominium Association Declaration and By-laws will prohibit occupants from storing recreational vehicles on the property. The applicant has stated in a CITY OF SOUTH BURLINUTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\f&m\finaleastwood amend.doc memo of September 15, 2005 that parking of recreational vehicles will be prohibited in association bylaws. 14. The applicant shall offer legally binding documents showing that parking of recreational vehicles will be prohibited within the PUD. These documents shall meet the satisfaction of the City Attorney prior to issuance of the zoning permit for the building known as Eastwood ll. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The proposed building contains one (1) main parking lot that is located to the west of the proposed building as well as underground parking. This location suitably meets this criterion. 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. According to Section 3.07 (D) of the South Burlington Land Development Regulations, the maximum height of a pitched -roof structure shall be 40' above average pre -construction grade. The average pre -construction grade for the subject lot is 216 feet. The applicant has stated that the highest point of the proposed building will be 53.25' above the average pre -construction grade and therefore requires a height waiver for 13.25'. The applicant has requested a 19' height waiver to account for any unforeseen site conditions. 15. Staff recommends that the Development Review Board grant the applicant a 19' height waiver, for a total maximum building height of 59' above average pre -construction grade. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already stated that pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines 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. Staff feels this criterion 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. Staff feels this criterion is being met. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\f&m\finaleastwood amend.doc 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. The proposed amendment will offer a gravel access drive for maintenance at the Twin Oaks facility. It will also offer connections to the western portion of the PUD, including the TV studio and the Ben Franklin building. 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 South Burlington Land Development Regulations, any new utility lines 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 site plan depicts screened waste storage facilities. Landscaping and Screening Requirements The proposed building has a landscaping requirement of $64,511 based on building costs of $6,451,050. The acceptable landscaping budget proposed and submitted by the applicant is $87,200. Staff has discussed this budget with the applicant and it is agreed that the amount of landscaping above the requirement can be deducted from the required landscaping for the senior housing also proposed. Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking area 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. 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) square feet. This parking lot for the Eastwood Commons II building contains more than 30 spaces. Staff finds that the plans currently depict adequate internal planting islands. 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. 16. The plans shall be revised to depict proposed snow storage areas in compliance with Section 13.06(B) of the Land Development Regulations. The City Arborist reviewed the plans and provided comments, dated August 5, 2005 (attached). However, as significantly more plantings have been proposed since that date, the City Arborist shall again review the plans, CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\f&m\finaleastwood amend.doc 17. The City Arborist shall review the revised landscaping plans and provide comments. The applicant shall adhere to the stipulations of the City Arborist. 18. 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. Other Since the last public hearing, the applicant has met with neighbors. After discussions with them, the applicant is also proposing to remove 10 parking spaces from the north of the building, show the access drive to Twin Oaks as gravel only, and construct a new 200' long berm to the north of the building. This berm shall be topped with a screening fence and dense evergreen and deciduous plantings. The applicant is also now proposing to turn the parking garage entrance to face the west instead of the north and enclose an internal ramp. This will prevent headlights of cars entering and exiting the garage from being directed towards neighboring homes. The two additional units proposed will be atop this new enclosure. Staff finds all of these proposals to be acceptable and a part of good mitigation with neighbors. RECOMMENDATION Staff recommends that the South Burlington Development Review Board approve Final Plat Application #SD-05-60. Respectfully Submitted, 'vl� X 61� -'�a Cathyon LaRose, Associate Planner Copy to: Eric Farrell, F&M Development F&M DEVELOPMENT COMPANY, LLC P.O. Box 1335, Burlington, VT 05402 802-658-7400 fax 802-860-3594 Memo To: Cathyann La Rose, Associate Planner From: Eric Farrell Date: September 15, 2005 Re: O'Dell Parkway PUD - Final Plat Amendment s Eastwood Commons II and Senior Housing Since the August 1611, DRB meeting, we have met several times with Hadley Road neighbors in an effort to modify the Eastwood Commons II plans in a way that works better for them. As a result of these collaborations, we have made the following modifications; • 10 parking spaces have been removed north of the building • The (seldom -to -be -used) service drive to Twin Oaks is shown as a gravel only • A new 200' long Berm will be constructed north of the building topped with a screening fence and dense evergreen and deciduous plantings • The parking garage entrance has been turned to face west instead of north with an internal ramp that is enclosed in a manner that also allows the trash receptacles to be contained within the building • The new 3-story addition enclosing the garage entrance will reduce the profile of the north elevation and contain two additional units, one each on floors 2 and 3, resulting in a total of 73 units The plans submitted herewith reflect all of the above. I am also writing to confirm/clarify information following our review of your staff comments on Tuesday. Miscellaneous Confirmations & Clarifications • Under the Eastwood Commons II application, we note your calculation of our PM peak hour (traffic) trip ends, as derived from the ITE Manual- Th Edition, are 253 vs. the 427 (corrected from 455 that we represented. Our calculations were based upon much older editions of the ITE manual. I expect your calculations of the trip ends under the Senior Housing application will likewise be much lower than our estimates. • The City will require an updated Traffic Impact Analysis when we come in for our last building (final phase) in the development. • The Senior Housing and Service Center will be subject to an impact fee pursuant to the commercial building schedule. • We will add language to the documents entitled: "Declaration of Covenants Conditions, Restrictions, Easements, Liens and Development Rights for O'Dell Parkway PUD" having the effect of prohibiting the parking of recreation vehicles within the PUD. • Regarding Fire Chief Doug Brent's letter dated 8/11/05 - We will provide adhere to all of his requirements, including collaborating with him on the location of fire hydrants and the installation of a fire access lane on the east side of the building, per applicable codes. We will provide actual landscaping and a bond equal to at least 1.0% times the cost of Eastwood Commons II or $64,511. I understand that this amount can be combined with the $45,000 required for the Senior Housing project on Lot 11, for a total of $109,511, which then can be provided cumulatively on both lots. Please note that the planting estimate for Eastwood Commons alone totals $90,400, including ground cover. The Recreation Path Committee will have to review and approve the new location (route) for the Recreation Path easement connecting to the Hadley Road neighborhood. • All free-standing sign locations will be deleted for the plans. • The shed on the Twin Oaks property has been deleted. Car Wash Demolition The car wash facility has always been earmarked for demolition in our final plans. The actual demolition is not scheduled to occur until we are constructing the final phase of the project. After completion of Eastwood Commons II (Lot 9) and the Senior Housing and Service Center (Lot 11), we have only the remainder of TV Station building and the parking areas north and west of it to develop. At this time, we are studying how best to complete our project and expect to return the DRB sometime next year with a final amendment (We have 75 units of housing density remaining, after Eastwood Commons II). In the meantime, we would like to allow the car wash to continue to operate, even though the vacuum islands will have to be removed. Parkin¢ and Waiver There are 82 parking spaces depicted on the plans (on Lot 1) around the Ben Franklin facility, which have always been excluded from our parking summaries (i.e. not included in the number of spaces "provided" under the Eastwood Commons and Senior Housing applications), because these are considered to be pre-existing spaces and therefore grandfathered. The parking lot for the Twin Oaks facility, as depicted on the plans (on Lot 8), have always been excluded from our parking summaries (i.e. not included in the number of spaces 0 Page 2 "provided" under the Eastwood Commons and Senior Housing applications), because these are considered to be pre-existing spaces and therefore grandfathered. While the Car Wash remains in operation, the 78 parking spaces programmed for that area will not be constructed. The TV Station is scheduled to move out on October 1st and while that building (reduced from 16,000 sf tol1,700 sf under the Senior Housing application) remains vacant, the 82 spaces programmed north of it will also not be constructed. Therefore, at the time Eastwood Commons II and the Senior Housing and Service Center are completed and occupied, we will have not yet constructed 160 of our total programmed parking spaces. If you subtract 41 required spaces from that (160) total for the TV Station building (when considered an office use of 11,700 sf at 3.5 spaces per 1,000 sfl and add 7 required spaces for the 3,600 sf Car Wash facility (still in operation), you get a net of 126 spaces that will not - yet -be constructed at the time Eastwood Commons II and the Senior Housing and Service Center are completed and occupied. If you believe that we will need an additional (temporary) parking waiver from the DRB, in order to be able to secure certificates -of -occupancy for these two structures, when they are completed, then we hereby make such request. Under the Eastwood Commons application, when you add the 126 yet -to -be -built spaces to the 162 space -waiver already requested, the resulting (temporary) waiver is 288 spaces or 35%. Under the Senior Housing application, when you add the 126 yet -to -be -built spaces to the 51 space -waiver already requested, the resulting (temporary) waiver is 177 spaces or 20%. It is important to note that any of these spaces could be constructed in the event that it was determined that they were necessary prior to our coming back for our final build -out plan. Lot Coverage The Lot Coverage Summaries provided under the Eastwood Commons II and Senior Housing applications reflect the inclusion of the Ben Franklin parcel (.241 acres) into our total "Parcel Size" and the inclusion of the Ben Franklin building and parcel into our "Building Coverage" and "Overall Coverage" calculations. The modifications to the Eastwood Commons II building and site result in a 1,180sf (.1%) increase in Building Coverage and a 2,000 sf (.2%) decrease in Overall Coverage. The same would apply to the Senior Housing application, because we present our numbers on a project -wide basis and therefore the impacts are cumulative. Submitted Materials The following drawing depictine several minor modifications represent "as built" conditions at the recently completed Eastwood Commons property at 370 Farrell Street (Lot 2) • O'Dell Parkway PUD Eastwood Commons Landscape and Lighting Plan (sheet N3, last revised 9/8/05) 9 Page 3 REVISED FOR EASTWOOD COMMONS II 9/16/2005 O'Dell Parkway PUD Farrell Street South Burlington, Vermont Lot Coverage Summary Parcel Size - Square Feet (includes Ben Franklin) Remarks Building Building Overall Overall 1,082,205 Coverage* Coverage* Coverage* Coverage* 100.09E (square feet) (percentage) (square feet) (percentage) Error Per Existing Final Plat Approval (#SD-04-36) as presented in June 2004 200,450 18.89E 605,065 56.89E Per Existing Final Plat Approval (#SD-04-36) corrected 199,930 18.5% 715,740 66.19E 9.3% Current Application Changes Lot 1 - Mixed Uses decrease parking/walkways (74,175) Lot i - Mixed Uses decrease building footprint (12,885) (12,885) Lot 2 - Residential Use decrease parking area (325) Lot 2 - Residential Use add walkway connection to Lot 8 60 Lot 3 - Residential Use No Change Lot 4 - Residential Use No Change Lot 5 - Common Land No Change Lot 6 - Common Land No Change Lot 7 - Common Land No Change Lot 8 - Twin Oak Sports & Fitness delete previously approved 23-car parking (7,975) Lot 8 - Twin Oak Sports & Fitness add service drive 2,380 Lot 8 - Twin Oak Sports & Fitness increase west addition footprint 210 210 Lot 8 - Twin Oak Sports & Fitness add sidewalk connection to Lot 9 1,375 Lot 9 - Residential Use (formally part of Lot 1) add new residential building 27,375 27,375 Lot 9 - Residential Use (formally part of Lot 1) add parking/walkways inc inc Lot 10 - Common Land (formally part of Lot 1) No Change - - - Coverage Totals 214,630 19.89E 651,780 60.29E * Includes the Ben Franklin building and parcel J ..1 South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 August 11, 2005 Ms. Juli Beth Hines, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: O'Dell Parkway Eastwood II Dear Juli: I have reviewed the plans for the proposed new construction of Eastwood II at O'Dell Parkway on Farrell Street. I have also made a site visit to the present complex and discussed these buildings with the developers. Given that, I have the following recommendations for both structures: 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. The entire building including the garage shall be provided with a full automatic sprinkler system. 3. Alarm system as required by Vermont Division of Fire Safety. Fire Alarm panel and enunciator location to be specified by SBFD. 4. Prior to final approval, floor plans showing actual location of standpipes and smoke separations shall be submitted to SBFD for approval. 5. Elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. 6. Provide at least one emergency key box, location to be specified by SBFD. A second key box may be necessary depending on logistics. 7. Number and location of fire hydrants to be determined by the South Burlington Water Department. Actual final spotting of said hydrants to be done jointly with SBFD. Page - 2 8. Fire Department Sprinkler and Standpipe Connection locations to be specified by SBFD. 9. Tree heights shall not block aerial ladder rescue access to upper floor windows and porches. 10. Turning radii and road widths within this property should be sized to allow for parking, set-up and operation fire apparatus. 11. The elevations of the buildings show some or all of the apartments have balconies. If there were an actual fire in this building we would be sure to find victims waiting on the balconies for rescue. Therefore it is imperative that we have aerial access to as many of these balconies as possible. 12. The developer should contact me to discuss the possibility of installing an emergency lane on the eastern side of the building specifically designed for set up and use of the aerial ladder. 13. I would ask that the developer provide information to me relative to fire hydrants and their locations. The site plan provided has so much other information on it that I am unsure what they are proposing for hydrants or their placement. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the developer and the Vermont Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. 0 " cerely, Douglas S. Brent Fire Chief Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4106 CITY ENGINEER'S COMMENTS O'Dell Parkway PUD Eastwood II 07/21/05 i. Bacon Street is maintained by the City. It was deeded by Mr. Farrell to the City but never recorded. This should be straightened out. SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802)864-0435 September 12, 2005 Civil Engineering Associates Mr. Steve Vock 928 Falls Road Shelburne, VT 05482 RE: O'Dell Parkway Eastwood and Senior Housing Dear Steve: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below and refer also to all previous pertinent review comments. 1. 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. Current water distribution system upgrades have been substantially completed that should allow for the construction of your project, pending approval of all other local and State requirements. 2. 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. 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 Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on backflow protection devices. 4. Eight -inch and larger Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint. Bury depth to the new main shall be six feet (6') to the top of the pipe. 5. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 6. Fire hydrant assemblies shall consist of an anchor tee connected directly to a six-inch RW gate valve, the appropriate length of 6" DI pipe, the fire hydrant, and appropriate thrust block. All hydrants shall meet the aforementioned CWD Specifications, and a hydrant flag shall be supplied with each hydrant. Hydrant shall have all drains plugged prior to installation. Approved fire hydrants are Kennedy K-81, Mueller Centurion, and Waterous Pacer. Note: Waterous fire hydrants must be installed with a "Boston Operating Nut." 7. Building connection assemblies shall consist of an anchor tee connected directly to a six-inch RW gate valve and water line leading into the building. 8. Corporations shall be Mueller H-15008 (3/4" -1"), or Mueller H 15013 (1 %"-2") or Cambridge brass. Curb stops shall be Mueller B 25209 or Cambridge brass. All brass unions and adapters shall be Mueller or Cambridge brass. 9. Separation 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. 10. Sheet specific comments: a. C-5A: The eight -inch (8") water main should be extended west to a point near the southwest corner of the building, preferably in the green strip near the sidewalk. A fire hydrant shall be installed near the end of the new water main, at a point that is agreeable to the South Burlington Fire Department. The hydrant should be located at a point that will not only facilitate the Fire Department in an emergency, but also the SBWD for water quality flushing purposes. Failure to extend the water main and install a fire hydrant at the end will likely result in water quality deterioration in the water main between the last existing fire hydrant and the proposed Senior Housing and Office building. Additionally, failure to extend the water main will make the Senior Housing Units and Offices the last connection on the dead end water main and subject the building to all affects associated with water pressure fluctuations. b. Sheet C-5A: 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. Generally, trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. c. C-7: All fire hydrants shall be supplied with a hydrant flag. d. C-12: Pressure for the pressure test shall be 200 psi. 11. All water mains and fire hydrants located outside of the City ROW shall be considered private and subject to all associated fees and charges. At this time the SBWD charges all private fire hydrant owners $100.00 annually for each fire hydrant. The SBWD also charges each fire suppression sprinkler system $30.00 annually. The SBWD shall continue to carry on its practice of overseeing the repair and maintenance of all water mains and appurtenances within the City's ROW. Work performed on water mains, service lines, and fire hydrants outside of the City ROW, beyond normal maintenance, shall be charged to the owners of the main, service line, or hydrant for time and materials. 12. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 13. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 14, The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 15. Further review changes may be required as this project proceeds through the permit process. 16. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, ay Nadeau Superintendent CC. Cathyann LaRose t/ Doug Brent Plan Reviews: O'Dell Parkway Eastwood and Senior Housing 9-05 I I r SITE ENGINEER: ( I I and L. BROOKS, i M. and P. I i M.and J. WARREN, \ I i IE.and K. JOHNSONI E. P B. BARNEY I HENNESSEY I I i j TORE Er WIDE BIT. dONC. I A. BOUCHE F.and J. KOCHMA.N i 1 REC. PATH I I J. KAHAN I ;�q, ,I,ag5k Dpylm W. M. STACKMAN I L. P. BROOKS I ( I I Nand A. MERRILL SHE Bum VMaaT I 1 I I I I j I 1 TruL 802-se5-2323 I I 1 I I I I I I FAY a02-985-2271 I I I i I I AC LOT I O 11 —c— c o e 0.83 ACRES i i SAV W. WOLFE I 1 t omov °FSTE J. and B. SNYDER I I 1 I aAV EASTWOOD 11 CURB CONTRACT PAVING NEW CONIC. ' ARTS "FUTURE RECREATION PATH 122 ------ , ®?ELL PARKWAY PCH ;, P.U.D. oBUILDING RECESSED CUM iTA FARRELL STREET SOUTH BURLINGTON -CURB I %� % !' VERMONT ------- -- -------- 12 -- pTREET— L.---------------U I HANDICAP h / r i. LEGEND _ RAMP � � r 1,,.LLLLLLFCON E '4' NEW ADDITION (—ssa-- PROPOSED CONTOUR �WALLS OR ( l %� &` , — - - — aaarom LnE (AwaobaAn 13 AIPPROVED Ir------------------------------ EAS�iTUOE --- fUUAL C' 11 I -5" WIDE CONQ'f"� k; I � irtCN PIN --- ``r.` I CaAA; uai SIDEWAIIKK II —SS-- - GRAM7Y seAv+ LINE _ I III TENNIS LOUR —" WATER uNE - — 13 I I- 1 I I > �,,� (I of owaEAn ELECTRIC D- � lO_J I :_ � I , : ' —sT--- Sra■N oww I T -- —LIE -- uNDFAaaouND ELtCTac 111 ,3 - NEW CONIC CUR M11 -- C - -- - GAS LINE DUMPSTER EX. TV STUDIO ANTENNA W CONIC. CURB I IA. and R. REYESj w/B' wren v� F Ii m MANHOLE L WVNY — , --- - 51DEWALK 0 z I SEP ®� NYDRA°F 12C) 4 - 16,.DQQ_ SF --- - 1 : W o o j 6 POWER PO — — 15 1st FIR. — F.F. 217' - D„ O ¢ o oG li �'/ PaNFR Pau CONCRETE PAD LOWER F F. 211 �" 0 p j N N N ---_ __----._�QfSa SI ------- - LOADING/UNLOADING - - """' � '-- :' T LOT 9 AREA p0 0 z � Q I �ln9tQ � CATCH RAW awvErtT T ,l 2J --._ (A Y � 71 ' rwwvvvvv, EDGE OF WM/WS ry DEcrouous TREE CONIFEROUS TREE W a LIGHT PALE BEN FRANKLIN — �,,,,,,,._.-.r- CODftyBld EXISTING BLDG. W __ Loading BIKE RAO( and Service RES. IJNiT ; p WAVEMEIl7; AsNnu� i ` msT�ucr ADJACENT PARKING. s� d > za1 -- ��RKiN�- ( RETAIL/WAREFIOUSE -_ OFFICE PACES 1YIND'�R, �ESrt�sCIRA�I�. U 9 10 - - RETAIL lst'Fif :-- F F 2'7" 0" _ 1T-05 A0. SAY EA51' M!-M0FORm -- - BASE Nf F F. 2`O7'-6" 54-05 Aa v 91E PVdI ND UTL ES 10 / 24 I D-45 A Y STE aAx Aro URTES II ------------------ -P. q _<__.ran _ _u___.__ _ AQ SAY AiiD EMHW20fl IIFU■ATlpll i e-a-m A - 1 u-os IS-05AaUV AEM3D SE PLAN »■ URIAES 7 I t p 7 T �+ 7 r/ an NEW SIGN 1' �Z L ILL l P1 1 G T �` "BACON SL PLAN \� _ z 5 S ONE - 4 a k�� r .. 1�1 OTEL it i'i} 10' WIDE BIKE PATH �� i� I _ _ EW SIGN GRAPHIC oan �aAmw NONao o , „ 0 Local ACCESS17 ODisplay U es )_ p . m. FOR APPROVALS ONLY , r ------ _---_ ----------- L-------- ; NOT FOR CONSTRUCTION LANDSCAPING/LIGHTING LEGEND: IG_I L_J Fe ( EXIST. STREET TREE PROPOSED GROUNDCOVER BED i 1 BJ. BARNEY I M. and P.Ipl PROPOSED SHADE TREE — — — — — — — — _ — -- —1 r__ M- STACKMAN HENNESSEY I L. P. BROOKS I M.and J. WARREN I F.and J. KOCHMAN -' i IH' I I E.and K. JOHNSON 1 N.and A. MERRILL A. BOUCHE L. and L. BROOKS I � - _ + _ •: •::::•�:• PROPOSED PERENNIAL BED d' PROPOSED PARKING LOT - ______ • PROPOSED MULTI -STEM TREE � LIGHT FIXTUREPROP--`- _ _ - --7 PROPOSED FLOWERING TREE ®� LIGHT F'... EED ESTRIAN `•;�' PROPOSED CONIFER TREE (D- EXIST. FARRELL STREET LIGHT - - - _ _ - _ _ -- _ _ - - _- _ _ _ _ _ - '- - - -- ---- -=- - -� L�-- W. WOLFE ° I _ i + ( 3_ — 17 — — �`i` �` ; / M• PROPOSED SHRUB LIGHT FIXTUREEXIST.T. PEDESTRIAN 0 _• ® PROPOSED EVERGREEN SHRUB 2T 120. - RELOCATED I `-- EXISTING C/R BERM PLANTINGS AS PCH BUILDING jl r SHEETA2A ACTUAL PLANTL ONSI I it ` ' 1 E FLAGG I4LTHE FIELD I I � I ---------------------------`---- --- - / �: �►\ram. c]!�� s�v�iil��� • �.��A`� MEN j jM �� ► ° ° III' ' • y2,111 P ••i F . . . . . . . . . . � " -am"I �7 • t+:moo • s' � ------ 215- Boyle FI-IPlandscape archRecls.planning consuMants *L. m'b 6-17-05 O'Dell Parkway PUDwT^301 college street • budington • vermoM • osaol soz s5e asss naP:mw.w.yb°yle.o°m 1 ° = 3o'-0" North East Overall Planting Plan /� L n 1ST FLOOR EL. 220 -0 BASEMENT FLOOR EL. 210'-0" --r- _ _ L------------------- -L— ` __--------------------------- MINOR Elimmism Ism III Mckitectes TITLE EASTWOOD COMMONS II Lemay+Youkel ADDITION - WEST ELEVATION FILE DATE SCALE 04-0270 09-14-2005 1 /8"=1 '-0" DWG REV. DSK-04 1 01 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 13, 2005 \drb\sub\f&m\final—cathedralsq.doc Plans received: August 5, 2005 FINAL PLAT PLAN REVIEW #SD-05-73 CATHEDRAL SQUARE CORPORATION — O'DELL PARKWAY PUD Agenda # 5 Meeting Date: September 20, 2005 Applicant Owners F&M Development Corporation F&M Development Corp., LLC; P.O. Box 421 Lake Champlain Housing Development Corp., Burlinqton, VT 05402 Farrell Corq. Location Map CITY OF SOUTH BURLINGTON 2 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING \drb\sub\f&m\finaleastwood amend.doc Cathedral Square Corporation, herein referred to as the applicant, is requesting final plat approval to amend a previously approved planned unit development consisting of: 1)309 residential units in six (6) buildings, 2) subdividing two (2) parcels of 24.458 acres into eight lots, 3) a 90,000 sq. ft. building which will include 11,000 sq. ft. of retail, a 15-seat, 7,500 sq. ft. restaurant, 70,000 sq. ft of general office, 2,500 sq. ft. drive-in bank, and ten (10) residential units, 4) a 4,430 sq. ft. expansion to an indoor recreation facility, and 5) an e existing 16,000 sq. ft. television studio and office building. The amendment consists of: 1) elimination of 90,000 sq. ft mixed use building, 2) reduction in size of 16,000 sq. ft. television studio to 11,700 sq. ft., and 3) construct a 4-story 63 unit congregate care housing facility, Farrell Street. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on August 5, 2005 and have the following comments: Setbacks: The proposed building meets the applicable front, rear, and side setback requirements for the subject PUD, as outlined in Table C-2 of the South Burlington Land Development Regulations. Density: Because the proposal contains all congregate housing, it is not subject to density review. However, it should be noted that the applicant, with this application, is removing 6 market -rate units from the original proposal. The remaining density for the PUD is now 75 units. Coverage: Staff has been in discussions with the applicant regarding the coverages for the property. The applicant has stated that Ben Franklin has, is, and will continue to be counted towards building and overall overages for the PUD. Staff finds the coverages to be acceptable and within the regulations for the zoning district. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations, PUDs 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(B)(1) of the South Burlington Land Development Regulations, the existing public utility system shall be extended to provide the necessary quantity of water, at an acceptable pressure, to the proposed dwelling units. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\f&m\finaleastwood amend.doc The Superintendent of the South Burlington Water Department, Jay Nadeau shall review the plans and provide comments. 1. The South Burlington Water Department shall review plans and provide comments. The applicant shall comply with the requests of the South Burlington Water Department. The City of Burlington's Water and Wastewater Treatment, Distribution, and Collection Facilities will handle the wastewater disposal of this project. 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. 2. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access is provided to the proposed building by the same lot proposed to access Eastwood Commons II. This access will connect to the parking lots for the buildings on lot 1, and will connect to a proposed pedestrian walkway to the Twin Oaks facility. Access will also be available to the west of the building using an existing access to the rear of the Ben Franklin building. According to the ITE, 7t" Edition, the proposed building will generate 31.57 PM peak vehicle trip ends. This is estimated to bring the Planned Unit Development's total P.M. vehicle trip ends to 198 P.M. peak -hour vehicle trip ends. This is a decrease from the 253 vte's in the most recent PUD application. 3. The applicant shall pay any applicable traffic impact fees for the additional vehicle trip ends the proposed amendment is estimated to create, prior to issuance of the zoning permit for the proposed building. Staff had discussed the possible circulation issues with the applicant. The main concern is the car wash which is still in operation on the property, but not shown on the plans. With the car wash in use and existence, the traffic lanes and parking spaces shown in their place are not available. The applicant has addressed this in a memo dated September 15, 2005 (attached). Staff finds the applicant's proposal acceptable. 4. If and when the applicant updates the traffic study for the subject PUD, the 63-unit residential building shall be incorporated into that study and any relevant traffic management strategies shall be implemented. 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 contain any wetlands, streams, or unique natural features CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\f&m\finaleastwood amend.doc 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 the South Burlington Land Development Regulations, the Commercial 1 District is hereby formed in order to encourage the location of general retail and office uses in a manner that serves as or enhances a compact central business area. Other uses that would benefit from nearby access to a central business area, including clustered residential development and small industrial employers, may be permitted if they do not interfere with accessibility and continuity of the commercial district. Large -lot retail uses, warehouses, major industrial employers, and incompatible industrial uses shall not be permitted. Planned Unit Developments are encouraged in order to coordinate traffic movements, promote mixed -use developments, provide shared parking opportunities, and to provide a potential location for high - traffic generating commercial uses. Staff feels that the proposed development conforms to the purpose of the C1 District and that it is visually compatible with the area, which currently contains commercial uses and multi -family dwellings. The proposed uses will not interfere with the accessibility and continuity of the C1 District. Also, the proposed development is part of a PUD, which is encouraged in the C1 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 major open space aCea on this PUD is the land adjacent to the Interstate which comprises the IHO District. Staff feels this is an important open space area, as it provides a viable corridor along the Interstate and provides an aesthetic buffer between the Interstate and the PUD. Staff also notes that the open space on this PUD will not vary from the previously approved plans. 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 South Burlington Fire Chief shall review the plans. The applicant shall adhere to the comments of the fire chief prior to issuance of the certificate of occupancy. 5. The applicant shall comply with the Fire Chiefs requests prior to issuance of the certificate of occupancy. 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. A proposed public road serves all lots in the PUD. A sidewalk exists on the northerly side of the roadway and a 10' wide bike path exists on the southerly side of the roadway. The proposed recreation path flows from Farrell Street north along the easterly side of the Eastwood Commons II parking lot, along the westerly boundary of the Twin Oaks facility, and eventually connecting with Hadley Road. The recreation path committee is reviewing this path as part of the proposal for Eastwood Commons II. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\f&m\finaleastwood amend.doc Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 6. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The applicant shall submitted exterior lighting details (cut -sheets) for the proposed street lights and pedestrian lights on the property. Both of the proposed lighting fixtures shall comply with Appendix A of the South Burlington Land Development Regulations. At this time, the applicant is not proposing building -mounted lights for the building. 7. The applicant shall submit exterior lighting details (cut sheets) for any new street lights and pedestrian lights on the property. 8. If exterior lighting is to be installed on the proposed building, the details of the lighting shall be submitted for approval prior to the issuance of the first zoning permit. The City Engineer has reviewed the plans for the proposed project and provided comments in a memo dated September 8, 2005. 9. The applicant shall address the comments of the City Engineer as noted in his memo of September 8, 2005. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff finds the proposed PUD to be consistent with the South Burlington Comprehensive Plan for the following reasons: a. The plan is consistent with the stated purpose of the C1 District, as outlined in Section 5.01 of the South Burlington Land Development Regulations. b. The proposed PUD will produce infill development, which is promoted through the Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations any PUD shall require site plan approval. Section 14.06 of the South Burlington Land Development Regulations 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. Staff feels the proposed project accomplishes a desirable transition from structure to site and from structure to structure. Staff also feels the site provides for adequate planting and safe pedestrian movement. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\f&m\finaleastwood amend.doc Based on the Land Development Regulations, the overall PUD will now require 923 parking spaces The applicant has provided and/or is proposing to provide 814 parking spaces. This shortfall is 109 spaces, or 11.81 %. 10. The Development Review Board should approve a 109-space or 11.81 % parking waiver. The applicant has not submitted the details for the underground parking spaces for the proposed project. 11. The plans shall be revised to depict the underground parking spaces for the proposed building. The subject building will require 5 handicapped -accessible parking spaces. The applicant is showing 4 on the site plan. Given the use of the building, staff strongly recommends that the applicant show more than the five required. This may be included as part of the underground parking. 12. The site plan shall be revised to depict at least 5 handicapped -accessible parking spaces for the proposed building. According to Section 13.01(J) of the South Burlington Land Development Regulations, parking or storage facilities for recreational vehicles shall be provided in all multi -family residential developments of twenty-five (25) units or more. Recreational vehicles shall not be stored on any common open lands other than those specifically approved for such purpose by the DRB through the review process. The Development Review Board may waive this provision only upon a showing by the applicant that the storage and parking of recreational vehicles shall be prohibited within all private and common areas of the development. The applicant has stated in a memo of September 15, 2005 that parking of recreational vehicles will be prohibited in association bylaws for the overall PUD. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. This proposal is in compliance with this criterion. 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. According to Section 3.07 (D) of the South Burlington Land Development Regulations, the maximum height of a pitched -roof structure shall be 40' above average pre -construction grade. The average pre -construction grade for the subject lot is 216 feet. The applicant has stated that the highest point of the proposed building will be 55' above the average pre -construction grade and therefore requires a height waiver for 15'. 13. Staff recommends that the Development Review Board grant the applicant a 15' height waiver, for a total maximum building height of 55' above average pre -construction grade. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already stated that pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING ldrb\sub\f&m\finaleastwood amend.doc 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 feels this criterion 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. Staff feels this criterion is being met. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington 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. The proposed amendment does not pose any opportunities to create access to abutting properties that will reduce curb cuts, improve general access, or improve circulation. 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 South Burlington Land Development Regulations, any new utility lines 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 site plan depicts screened waste storage facilities. Landscaping and Screening Requirements The applicant shall post a landscaping bond of $45,190. Staff and the applicant has already agreed that part of the requirement of the landscaping for the senior housing building may be allocated to additional berming and landscaping of Eastwood Commons II to better mitigate the views of neighbors. The South Burlington City Arborist shall review the plans. 13. The applicant shall adhere to the comments of the South Burlington City Arborist. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\f&m\finaleastwood amend.doc specified and located in an area that will minimize the potential for run-off. 14. The plans shall be revised to depict proposed snow storage areas in compliance with Section 13.06(B) of the Land Development Regulations and the City Arborist, as per his comments of August 5, 2005. 15. 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. RECOMMENDATION Staff recommends that the South Burlington Development Review Board approve Final Plat Application #SD-05-73. Respectfully Submitted, I l2e, Cathy n LaRose, Associate Planner Copy to: Eric Farrell, F&M Development Amy Wright, Cathedral Square Corporation Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-41o6 CITY ENGINEER'S COMMENTS O'Dell Parkway PUD Farrell Street og/o8/o5 1. The recreation path should be constructed to Hadley Road sidewalk. 2. Trees should not be planted on top of water and sewer mains. They should be at least 6 feet from these lines. Landscape plans should show water and sewer lines. i Seniors' Housing Development ©2005 LEMAY+YOUKEL August 4, 2005 MEETING: �5C DATE: �Ic�c,� t�3c�1�l PIA mak Inv lyl,i Laj\As;,, EA-fAkf-rjk 3 11-)-f \ b Lkk CS, 4.A At leai-kd—, —Do J, Km ,)QL lrv)k-.r ia5 olrmeo(lf 3 K4 jxkr%�Ko. 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