Loading...
HomeMy WebLinkAboutBATCH 1 - Supplemental - 1840 Spear StreetA N O cB a N Lr) O O N N 00 C) 6 U w Q 2 M N O i M N O O O N U N O L Q U O N fu Q �-i N M Ln rl T-i O .--1 O N N rl OD 0 U H I W d M d' N rl O i M N OO T --1 N 4-J V N 'o a 0 U O 4-1 PLANS PREPARED BY: �l II i 1 GRAPHIC S ALE j II AV A 1\ I 1 1 \ \ III I/ I I 1 mi IN F7M I I I ✓ I \1 i-h _ 20 e4 I ► I \\ ` II / / \ \ % / \\ \ I CO CRETf a / - _ _ ITT I ( CIVIL ENGINEERING ASSOCIATES. LNG �CURB 1 3 / / __ I I I 1QU#6 EInVFWIAW SOumelauMI'M, WOO 6'x2' CONDENSER Aj I O N. 00240r= FAX' P. 1 C 1 6 DRAWN 77.6 q 73 C AUL . _ 3Z7 ii ) P I i I i it i I I ��S / j J �. tij INV. OUT 3 4 !I I V. 0 =3 I DSM IitIf<A / II 1 I l / Bc rs -- - - I ! °° R R.0 I .. - S DSM / 1 i I I II i i I TQ 372. .� �, � R =3 I / 1 I I / I I I - __ - \ =377.0 t- 1 INV. 368:8 I� I m I .=ii73. N IN _ APPLICANT: ,�.1''' I 1 1 _j _ I I - 67. NEW �B I I 4{ m ro - tivl 376.4 RIM=37.1 j' 1 a z6 ,� m \ Its=36 _ _ SOUTH VILLAGE INV. IN=36 0 5fc�'1 ! xi I � _ F= I I*. OUT=36�.9 •,•-'' I � ! � I 0 1_- COMMUNITIES, LLC. rot I 00 •4 BC 3 2 + j I /`, �i PROJECT CONSULTANTS: STONES PAD / 1 //., II 6 E C \i _ r I+Adi < 7' VIDE \1 0 ❑ / i Y ARCN/7ECT '/ d 00 I (ONCRETE i rl 1 7.6 ! 3 ( BIDEW�C \�� �\ 1 INNOVFAIRFAX, ATIIVE DESIGN INC. / I S{ DEWALK I !� w 1 F`S 15" HbPE / /1 1 I j i�Tn \ �1 W/ FES=36$.2 i 1 11 BUILDING, LIGHTING j - - e !^ I r` �. CM ENGINEER (TYP•) 1� 372 I CIVIL ENGINEERING ASSOCIATES �TC I 1- S. BURLINGTON, VT NEW CB _ MH 2 - STA U / 4 / \ IM=375367.6 TND ENGINEERING 1 / ' RI�11=367.3 7.6 O % I I 7RIFF/C ENGINEER INV. OUT=363.9 i\ 3 6.o BLOCK RETAINING WALL j 6 367s3 �'-'-'- b YAf�D IN Ld CB 1 - S A 604+ 1 .7 0 367• OSSIPEE, NH (REDI\\ROCK OR APPROVED \ i , N� \ `� N ; RIM377 o RIM=76.8 i 1 LwasrwE aRCNnEcr II 3B9 \ INVJ=373 ( \ I I 1 WITH 6' \HIGH \ 5 0 N= 37 .3 I ATno Vi AI I ! "� m I I INV. UT=3 .2 I T. J. BOYLE ASSOCIATES, LLC \ rol j I I I BURLINGTON, VT II I Ntw Ctl \ \••� t' i i �� I FUT RE I I I RIM=370.5 \ 1 9.2 j \ O YARD. 1 I DUP EX It V. IN=363.6 I _ _ _ _ �_ _ j _ / 1 INV., OUT=363.5 ; 11 \ I INV. N 3 .7 I B 9 STA 604 1 PROJECT TITLE: / I i i CONCRETE \ ` r R INV. UT= 6 I 1.• V. 0 T-..3725 i SOUTH VILLAGE �I I 1 / % I I CURB I 3�\ \ \ 369s i= �� W so�.n 9urIin V...o., ru O I SPEAR STREET AND I I I l I l I I w37to 369.9 j O I - ALLEN ROAD I I TRASH �'- - -• 19� j / I 1 / / /� RECYCLING I I ��t O j I SOUTH BURLINGTON, VT / I j O I l 6'x2' CONDENSER PAP �p I - LEGEND EXISTING I (TYPI) _' �OODED ARO I I I I I YARD DRA I CURRENTI CLEARING I -• j I i i RIM0379. CAP LIMITS \ 31 i INV.4375. 1 1 / IW NCRETE (Z - 4f WATER SHUT-OFF � / \� T HYDRANT 6' WI CONCRETE I / � .�j - i \ I I I SIDEWALK I i4 ! i I .o I \ 7' WIDE /N E 11 ® GATE VALVE S / --' 2 I SIDE�NALK W/ I I -G- GAS I I i i 1 / I \\\ i i BCTSS7 Y j� e BIKES RAC I e i I -W- WATER I I / II / 11 1 i I I A ! i I c1J� I II 1 -SS- SANITARY SEWER I I ,�J --- oo I / i r LL 1 01 j / FUT RE I-•-ST-•- STORM DRAINAGE i i Ir DU LEX i-�UD-•- UNDERDRAIN oI� j r I i II I 51 - E- ELECTRICAL eo. ill R M=371 �I 1 i/ 9 I . 1 17 1 1 1 1 DAM c rac ® NavleJON 375.3 !' - j 6` 1 \1p I, I 1 I I IN 6 laa2-0e 0s./Aa gr a wnr0 Fo0 n oT I / I i / / I I` i IN\/. OU =3 12 11 OE D91/A0. RN4D PLAN FQt LOT M AIBIITFAL I 1 I rf I I I\ I i / jP no\ 1 i 1 µ `s - CB 5 - T 7_ 2t-10 0sI/Aa alaPuaO NEW s1c w�N, sn>rn • WAM L / _ _ _ 1�ARD' DRAT K; I RIM=3 7_ 9 � \ � / 1 / I / Lt10 OSM/JOL LPoAIED PAPoWIC ONiACES RIM=137C , . I I NV. ('9UT= e-11-10 0s1/Aa emm wmgn PADS ,vo UGHT LAKU 0.0 I i �_ , 1 LOT 4 \ j i / I I - \ �_ _.\\ '•, \BC 377. C C B 19 -Al \ '� -} • _ _ \ - _ \ 378.6 SITE GRADING \\, � ; \ � � \\ � � I •� ' =\. _... 1 ) �►I\ _ - PLAN T \� 31 +0 ��A 1-- Am CONC E�E 30400--\i---� - - 0An 0xAmG N U /-------- , \ , \ 1\ \\ URa\ F------ - -i _ - APRIL, 2008 AA SIGN V I AC ESS BL ( P.) \� H DICgP SPACE i r � ` --- _CB- - S 1' - 20' C-13.2 I \ 1 \ 1 \ �' 370.9 I 1 \ 1 I INV. = 6. PNO J. NO. INV. uT= 6 01243 Am a) fo r-I M O N rl O ,--I O N N rl 00 0 f� I 1--1 1 W (J•) d M N M N T--1 O / rl 0 N In V au O a U O Q 1 II t ! I II II GRAPHIC SCALE J'V I PIANS PIIFI'ARFD BY it I, *I : ! ILi I ! t! I I c IN Feel I � 496' 5" PVC - - - - � 1 ""`° - 20 536' 3 PHASE 1 /0 15KV I 1 jI I I CONCRETE I I CIVIL ENGINEERING ASSOCIATES, INC I I I CURB t� I 7o WNWELDWEWLANE, SOUMBURLINGTON, n 05403 I t 6'x2' CONDENSER PAD it j I I I (TYP.) I I I JXTEt�l II I ACL � 1-1 a DSM K30.3 TRANFORMER VAULTI G DSM _ _P ---_- APPLICANT: -3 I! I I l I i 9. aD XTEI E S R SERVI ENvg cn - - E - 3 M �1 $O�/Tli VILLAGE 1 ELECTRICAL SERVICE— SS�, A.I I L'-Jj c� i I� N 3ss. p I 1I1 - I III Ii m As i F V� COMMUNITIES, LLC. 51O3 } SS dim- 50 voL L --—377.3 - _.-._ - - Sj•' I A S .03 INV. IN B" - _- - — — r _ PROJECT CONSULTANTS: N A 1 d nA�cici 7' VIDE C 1 9UT (8 )= 366.4 \ �00 ❑ AR(N/TECT 6' E CONCRETE I 1 a SIDE ALK 1/i ? I. INNOVATIVE DESIGN INC. I I I SIDEWALK I I I i o BWE RAC • /'; III FAIRFAX, VT. 1 1 BUILDING LIGHTING CM ENGINEER 09 I I 1 (TYP.) M h III CIVIL ENGINEERING ASSOCIATES I I rCD i III S. BURLINGTON, VI I I 1 z �- 1. 7R4FT717 ENGINEER I 1 I 1 Q'EXTEI ID EX W R S ICE I I TND ENGINEERING I I 1 1 - '�•I I OSSIPEE, NH BLOCK RETAINING WALL 6 LJ II I I (REDI ROCK OR APPROVED I i I c I. I I I EQUAL) WITH 6' HIGH II i i MTER U LANDlSCAPEARCMECT I 1 iLL T J. BOYLE ASSOCIATES, LLC FENCE ATOP WALL I 1 I� BURLINGTON, VT O FUT RE r 3 p I 1 IL DUP EX PROJECT TITLE: 39 3" C 1 CONCRETE INV.369.0 34j6�}/0 15K SOUTH VILLAGE1 CURB ' `�)A CR 5 455' 3" P C — 1 — — f \ WIDE CON T „SIDEWAY 485' 1 /0 5K V I ! j 1 i _ —' -� SPEAR STREET AND TRASH 1 I /- � 00' ALLEN ROAD I RECYCLING ',I 1 r j SOUTH BURLINGTON, VT I . 6'x2' CONDENSER PAD I� I - i -��' LEGEND I I EXISTING WOODEDAREA (TYP.) -- i - I ' E— CAP 1 CURRENT CLEARING I LIMITS�EXT i D E ER SERVIC 72 5; W NCRETE - 4& WATER SHUT-OFF 6' WIDE CONCRETE i W ll HYDRANT SIDEWALK I �]41 7' IDE E I f� ® GATE VALVE iI S H STA.-60 +2 I I AB i SD ALK / RIM= 80.0 —G— GAS j BK RAC rpV. IN (8"N)= 36 3 I —W— WATER Ii I L r I V. )= 365 3 —SS— SANITARY SEWER I A I - INV. UT ( S)- 3 .2 II 263' 3" VC ;I r A SE R R003 FDUTL--UD-- UNDERDRAIN " RE t 1 •-ST-•- STORM DRAINAGE II I 293' 1/ 15KV — R 1 o HY STA. 602+0 II —E — ELECTRICAL 1 � DAMCBECIDID OSY®ON II 1 %w D1 10 zz os•/Aa REMgD BUILDING F00mRHT ER 12-I1-M DSM/AQ REN14D RM AN FOR LOT SUBMITTAL I� I - _ • 7-22-10 OSM/AQ PRPAAFD NEW STE RNI t UTILITIES EXTE D E) . A R SERVICE 7-23-10 DSM/XL UPOAIED PARKING GARAGES 1 I 1 a EXT ND E SE 3„ PVC I ' 1­1-10 DSM/Aa ADDEDCONODW PADS AND LIGHT WETS ' e 6 350MW ' UTILITY PLAN 31+0 — L OT 4 1----+- `N I CONCRETE-- 30 00 ---- �LAN _ I _ _ _ _ PRI 008 " °D G Nureae DATE D • CURB-----------, — — - A G 1 1 ADA SIGN 1 VA ACCESSIBLE L ___ 2 1 I' (TYP.) H DICAP SPACE - _ _ _ 55 3' _PVC ---- ---- = 5, 50I _ ( 1' - 50MC 1' - 20' C-13.3 II ` I PROD. N0. f I 1 0 II 01243 k IAw I N/ 1026 01 PLANS PREPARED BY: fRAPHIC S�AW I I I I \ I I \ Y& * I\ > .1 1 ��12 1: ol 110 k 1 �425 so —!gllllllllllllll co 7a7a X\ '580 IN FEET Li 7 7 111L JE. 4A 'n 11(= I1 co CIVIL ENGINEERING ASSOCIAH& INC. -Z�CUR 1A NCRET 10UMMELOVIEWLME, SOUM&RLWGTON, VTOS403 � 100 1010 i II 62' D D I 1 0 z A C:) 7 ACL x im ERV14UPAREA j UMV*Rt((SF) 4A BUILPI 8141 35.1% 8121 REMA ING SITE 77T5 33.6% 7849 TOIrA 1 15896 68.6% 15970 • �• i. 'Tf, 372.9 1 na'Il APPLICANT: SOUTH VILLAGE PROJECT CONSULTANTS: no it ARCH17ECT MICHELLE DUFRESNE FAIRFAX, VT. CME EArRWEER • CIVIL ENGINEERING ASSOCIATES S. BURLINGTON, VT an ma 7RAFFIC ENGINEER so IND ENGINEERING so OSSIPEE, NH LANDSrAPE ARCH17ECT T. J. BOYLE ASSOCIATES, LLC BURLINGTON, VT MOP PROJECT TITLE: SOUTH VIU—_1 South Burli,gte, SPEAR STREET mm AND ALLEN ROAD O Eons SOUTH BURLINGTON, VT OMNI' A LEGEND • 11ru", RA, moill om ■"M11 E— CAP ill, ■ow 0 WATER SHUT—OFF sk Eli MIMI' HYDRANT on, 9 Inumm is GATE VALVE —G— GAS mill W— WATER tit FF1 —SS— SANITARY SEWER IS ---ST--- STORM DRAINAGE INS1�+_ �_ —UD— Ut+DERDRAIN —E ELECTRICAL Ell I's gin FAIIW 'All MFMFARF will 11, m 12A mill till 'all I . All LOT 4 Bill as EPSC PLAN PLANW.411 4ZIN -inii— -REI zi SUN D—NG —BER 1100" 0 ;s! 0 APRIL, 2008 cm—mmig-makim!'I "'M kIll C-13.4 mi. No. 01243 LANDSCAPING LEGEND 0 PROPOSED DECIDUOUS TREES PROPOSED EVERGREEN TREES PROPOSED MULTI -STEM AND FLOWERING TREES c:::J PROPOSED DECIDUOUS SHRUBS O PROPOSED PERENNIAL AND HOSTA MIX 011b PROPOSED EVERGREEN SHRUBS CM IT14 VII I A— I nT AA- p1 AMTING SCHFn111 F Tma Cry. Code Solentific Name Common Name So. Spec I Edble Notes 1 AG ACERgrisaum Peparberk Mapla 10'Ht BBB dump.3slams 3 AG ABELANCHIERxgrendieore Apple Servicebeny(Juneberry) FHl Bab X dump, 8-7 Sems 3 CM CORNUS mas Gagne, Cherry SHI. BBB X dump, 35 seems 3 GTIS GLEDITSIA!J. Skyline' Skyline Honsylowat 2.5'Cel. BBB 1 JC JUGLMIScincama Butternut 2.5'Cel. B&B X 2 MFJ M US Tull' Full Fruitlng Apple 2.5' Cal. BBB X 2 MAC MALUS MA—h' 1Aelntoah Frultlng Apple 25'Cel. BBB X 1 PG1 PICEAgauna While Spruce 10'Ht B88 1 PG2 PICEAglauna While Spruce THt. BBB 2 Pr8 Pyms xBertlaX Bartley Pear 25'CN. BBB X 1 PxS Pyms x'Sedmf Isedual Paar 2.5' GI. BBB X 9 OR CUERCUSmbn Red Oak 2.5CM. BBB 17 I TOE THUJA.cadenlalis'Ememld' Emerald AtboNtse 5'HL B 1 30'O.C.-m.mean at55' hl I3 TON THUJA,o id-lalis'Nign' Dark American ArboMtse 8'HL BBB Qly. Code Scienfi is Name Common Name Size Speo Notes 5 AAR AIELANCH1ER-doh. Regent S,,Amberry 36' ConL % 2 AAS ARONIAerbur.h. Shcli-b-Ima Brilliant Red Chokebeny THL BBB 1 CB CORNUSbaileyl Bailey Dogwood a5 ConL X 5 PS PRUNUSbesseyi Hensen's Bush Cherry 36'Ht ConL X 2'0.C. 10 RBS RISES Tien Sank Black' Ban Samk Black Current 36' Ht Cont X 10 RHR RISES Wnnonmaki Red' Hinnanakl Red Gonsebeny 36'HL Cont X 6 RA RUBUS'hepaho' Arapaho Blackberry 30'Ht. Cont X 6 RD RUSUS'Da ore' Deno. 30'Ht. Cont X 13 TMD TAXLSxm.'Denailonnls' Eedow Yaw 30'Hl BBB 3.5'O.C. 10 T_WE TAXUSxm.'Eedow' Ewdow Yew 3WW. r BBB I a'-3'O.C. Cf . Cade Scientific Name I Common Name She S1 a 1S0 ABG 1 AIUGAmplana Burgundy Glow' Burgurd,Glow Bugl—rut 8'Clump Conl 10-O.C. 8 P%CN PANICUMv.'Cloud Nina' Gbud Nine Swlk:h Grass a5 Com Cont AWr WALDSTERRA tamale Barton Srawberry 2Ol I Cant I 10-O.C. p•mmtlMs y. CodeScierddic Name Gammon Name Size pec Notes 10 HSD HEI EROCCALLIS' SMlla d Oro' a2 Cenl PM Pemn W&Hosh Mx N2Cont I Cont. I I TOBEDETERMNED landscape arehiaft a planning Consultants 301 college street • Burlington • vermlXlt • 05401 802 a658 a3555 hltp:/Avww.giwyle.cwn B /11/2010 South Village �_._ as shown Lot 4A Planting Plan �-+— y O O r t Y \/ \/ \ l -� _ 11 x 0 5 10 20 P.—Ml. Oty. Code Scl.nf/ is Name Common Name Size Spec Noma 4 HSD H WRROCCALLIS' Sblle d Oro' p2 COM11 PM Porenni.laHo•te My1 02 C-L I TO BE DETERMINED awna=w manna' Boyle © m D awn s Bl1 1noIo South Village landscape architects *planning mnsu0anb �77naL-101 ao� cala9a street . eDrtington . y«max . os+ot eo2 .esa .ems nnwN.pr..a�rl...em m � r =1a Lot 4B Planting Plan so-y Se•N i 20' ACCESS EASEMENT SERVING / J r]65 1 vq O j0! I MASTER HOMEOWNERS ASSOCIATION DRAINAGE EASEMENT NOTE cR,R res 1B4.Bt AC. 1 oa•uNA¢ ',a NOTE 1: INDICATES STORMWATER MAINTENANCE r EA}TNENT 55. EASEMENT (TYPICALLY 2 WIDE) CENTERED ON r O1 m O I I= mom 1 , SUBSURFACE DRAINAGE OMPDNENT$ I VT CID oDRO.. SYSTEM 1983 c' i FROM CPS OBSERVATIONS sos77*w I 0.26 AC. *,t 61.07'% S ywI soev'w•w413,- � � �C Ir L McMI s.'E s DesYw• w w w w sassa'w•w w w•w �- 7Te• ss$ w.70 - n.It ze.aD s^S.'93' 3rw r F-eaaeT- I r -Taei- I C�.n•�a asu= O / 408 20' WATER MAIN o.z;Ac. iIW I 1 54 I 55 I 56 r is 5® I ! `/ J IB4.et ACRES �� EASEMENT TO BE •',// O '/o I O RI'% O `aI IIIo O �I$' O YI$ SII 82 I Q� j' CONVEYED TO CITY/ 0.20 ACRES '+ 0.18 AC. 0.18 AC. r R 4 A B �I3 0.17 Ac. I :g o.20 AC $ . 0.17 cx /g 52 (1) 51- (� 1115 ro - 0.18 AC. ,W J' / STORMWATER EASEMENT , •' ", ° s I I „ `l' (� (1) I (1) k Ali /- / TO BE CONVEYED 0.20 ACRES I i Hro w I I I l TO CITY r .�.r I (U 11 t♦.ae' �._._.J L._._.-.J ` _ _.J _.- r., I-.i.a' L._ I [AV-/ / V L �'�� •!♦. - J ROI�� NOe3Swi ZO.ar NOe?l'w'E -'J N le'' 35 E EADRNNASE L.,aa \ _ IIRNNASE ,iA101T SOUTH JEFFERSON ROAD(= „ SITE ENGINEER: 1 f' O zl m aai-BN23S3 FA% 902-%9-Z1>t web p A cOPrmoet Lit DxA N I Zulu sly ACL Im y of So Burlington t APPROV® TRC ' OWNER: ^fib pry \ a1LJ 01`�"t�L Sy N1°e°•a' S \\ MULTI FAMILY DEVELOPMENT SOUTH VILLAGE mNN \ -- RIGHTS DEFERRED PENDING ) 1 / \ �� L.I w..Te• tza♦ _ _ _ _ _ _ ._ -.- ,,, STORMWATER \ (((���JJJ 4y bt• •_ I r POND 5 \ i CITY OF SOUTH BURLINGTON i.3a,y •�\•.q1 tr - r bE I I D.R.B. SITE PLAN APPROVAL ► COMMUNITIES, LLC. ro 1 !u.L _ OI\'\ 3aa3(LOT 50)la 2 STORMWATER Fl _ ( s ate ACID ro POND 4 I ,ea31 R.gya� I ) I TEMPORARY EASEMENT SERVING (-.�lta® I 11 1 I 28 0.17 \ Reex - I I Z THIS PLAT OEPIC7E THEPROPOSED SUBDIVISION OF EN •E L - _ _ - A PORTION OP THE SUBJECT PROPERTY BASED UPON HOMEOWNERS ASSOCIATION. r 1 - �. t' $ aazF I-� ro ( - TI _ T I OUR SURVEY OF THE ENTIRE PROPERTY. EASEMENT AND CUL-DE-SAC TO 0.19 ( s - T w 1 1 JJ I _- w, _� L N�iOW'� -^ ebb' 'w N,32y3 •E-_ \\ REFERENCESHALLRMACETOOURPLAT TITLED- BE TERMINATED UPON EXTENSION ? F$ AC. 1 1-T,aoo . v m' •w 00 Sa. 3 ---"�� � - - r o% 4 DOWN/NO CALK NS REVOCABLE MST • SOUTH O7F THE ROADWAY. L - 9;FE _ r 1- _ J x Lees e>• -'�._ �A -+.o n'_ \ ro e1.eY noo' 6. _ ^LJ \ N.LAOE- PLAT OF SURVEY' DATED MARCH 232005 1 _ 5..•e� ^ 27A 02.4 ti F , atNNAor �� \\ RECORDED IN THE SOUTH BURLINGTON LAND r L 5 G Y EAOiNt (t) 0.19 ® 1 i O 1 w �O • $ M01!'T i i \\ \\ RECORDS ( 1 �' JI N3e'ol'w - j _ - N DxR510 ^ l - ro r ,1 ( TO THE BEST OF MY KNOWLEDGE 8 BELIEF THIS PUT 1265• i ase ACRES W x - -0`�- A 0.19 ACRES 0 42 .t 44 r \ \ PROPERLY DEPICTS A PROPOSED SUBDIVISION OF RI R 19(V �'-- NOeZe'57•E --� O n�O"o �I O _ ( e1W1A1[ \ \ LAND SURVEYED UNDER MY DIRECT SUPERVISION. ( 1 (3) F _ 0.19 AC. 0.19 �I� I EA41101T \ 1 EXISTING BOUNDARIES SHOWN ARE BASED UPON , OUR ANALYSIS OF RECORD A PHYSICAL EVIDENCE r - O a 27 _ a Ac. I azs .cRm I csE ROTE 0 / , (/ I 4 W ,i 'E ♦215' (2) ^�•�.� ® ) RECOVERED AND ARE IN SUBSTANTIAL FUTURE SCHOOL SITE SUBJECT '1 O 11j 0.94 �� - -- I -- 1 10 (3) 1 ii \ Ig (9 O L (1) L . _ 01� w - J I / �'l I CONFORMANCE IATMNECRECORD. w n zT vTMSAIs ao3T s is TO CITY OF SOUTH BURLINGTON D.R.B. i 0.91 ACRES N I L' SM) R s0aV5�Otw ��-1t500- ) j' ' STATEMENT VALID ONLY WHEN ACCOMPANIED BY MY SITE PLAN APPROVAL ++ 1t T 0•20 ACME , r 1 r -I I ORIGINAL SIGNATURE A SEAL (ABOVE). (LOT 11) I (3) �• _ _ - J <!E x�DIE 1EA'9�IFNT _ 3s.3f 7 �_ _ _ I I _ 1 -soave orw _ _ �.� _ _ � w � O � TIMOTHY R. COWAN yr Ls 597 ORAIIMMMII�E lL r 32 .(� �y �)R I OO l� 11 0.14 S 8 j PROJECT TITLE: 26 0.1 J F (ti iIA 41 � I� I O z t r � Ax EA�..YSe'E 1 (2) wl s5xz'E •�I 0.20 „Io 0.19 AC. R I (,) / (3) 1.49 ACRES L04 ACRES � DRF'M 1piE 1) �. l� _ , ♦ ,A se3Ra'w'E (,) ; I ,m�m SOUTH VILLAGE � 1 1 22 g�$� 0. J L--- 1 _ S I % 1 mot/ L.T.a t,ac7_ 0.16 rg, 03 Noeve Tt-7'`.. :. % � �.,y _. _ � 1- { � 8 0.26 ACRES 1 25 AC. � 1 ' � na.m n.ac• acm x itaa s,.t i O 4� O ,g 1 SEE SHEET S1.3A Ay 1 ro °.c 9 - - �R ,2iL- = J 1- -_;;a ` = 1 Ne57e U FROST STREET � % ii < I I FOR LOTS 11, 11A & 11B ( '' 1a z _ �- ' o.le R So�eyrw _ DjW b 1 I I / '. Iz 24 • - n_, aaa a_ - _ ' • ; I I / AN 21 a>P 1 i. i 21 '�•`� _ ,�T`" - -I I (2) +� I ro i I I I I � � % )$ ) 0.29 ACRES � 1 L. _ om- (U ?la O ?plts w (,) l L•_._ , _ _ ) a I (� o.zs ACRES 1q'C `�6 1�W-E 0.25 Acaes ; t 1 23 s o.lOO�I"Za 0.90 ACRES RAW,/ ♦l.. _sw ''�'�-� t r (.t) �._ - -- - Noav so-e. L_ �2' _ � - sexsa'wt 0.118 I J (3) i _ nwm'- , - #I ! I ((I 'r--- I / ro0.12 O_ zs„"ate -� �T ILi.sSaoo----.♦x♦r. „ 1- Oro I L n. J rwn _--E 30 =r- -'� I 1 / 1.7 184.8f ACRES •� NOBIJ'S0-E NOeT]50•E _ Ni ILeAlSo IF �a. L�ii%m KEN �� iaaT Eeen _ -- - - r - - _ _E 121 O r - o' FRONT r U 1110ACRESO a A°c® 0.90. Ac[ 9 / (IDIN. = I ro i (3) +Y I� I / I I ORANAOE EA451ENT lu,m?A p i 0.22 ACRES y 0.16 AL7Q! ! l '1 ,a♦5• L. (SR NOTE ,> MULTI -FAMILY DEVELOPMENT 14I$ 48 I _ _ � _ _ _ _ J // / Rmv, I I I Rarer i\J RIGHTS DEFERRED PENDING 1. ¢ O o s',e•E - 1'•'� ; ` xoever ' ` satin /4 I 1 nsr I la J 1� L J , n.ar m• I; CITY OF SOUTH SURLINGTON {St 0.62 ACRES no - Naor4re Rrovemt 0yE I PLAN APOVAL 1 r. ao•- --( \ ___. _-_ _J I II 2 �I� afo Ac I� O R.B. SITE PR (LOT 4) i I �•..� .,a.S CM'MAN STREET SNANA9E EASEMENT ti .�_ I l LOCATION MAP - 0.92 ACRE I _ . - saR'Tx7•w-sm�YSo•w-1 R-w ao (xE MOTE „ wno'w / I (B I aw ACR19) I L _ _ -.. -_-_-_- _--- _-- - 14M NOT TO SCALE M I I 0.69-'-J w. SS.sc 5p0 •� w RE./soE / L__ ifl I eNi°•N�. J L. J I J `-.--�exe9' sEIBACK (TW.) 5A 1 �'-. , _., r.-. _., r. _. _._ �.-.- I l I N wTs RISY®oN S EAe,lo,ts L_ J m • 0.47 ACRES I.H 1 I k I. 9 1M1 O I O RYE O al$ O ;stl$. O �i " 11 / I I 3-25-09 TRC MODIFY LOT 11A ADD LOT 11B 0.17 TIC. F Q17 AC. Pla 0.17 Ac. Plo 0.17 �. rI 1+"r �l TOO.",CONWATER EASEMENT / / NSF 7-16-09 TRC arcAlE LOTS M e +e _ 1I I £ o 0'24 1Cl®1 \ I TOO.", CONVEYED I 11 P. 8 J. Clfffoffi e. Off[ 1)E��q f (1) (1) I I (t) (U ro TO CITY I (ShelbTLrae) 3-31-DB TRC DRAF NO EATS 2.07 ACRES I I -- - _ _ O ■ C I 1 C DL_Z.60�2 11'- - -. J�. Z1 JL_n.00'��n.OD•� L-n.00•- L1-31-OB DSM REVD BALDING FRONT Sf1BACK9 70 1C �l (\/� G V G •w SOSdw SOCo5�03 M' SOBTM'O11w O50a w s05ve 043 w �� /� \ I 11 1-}0B DSM REMOVED ��. SAND E. FlSIER LANE I STORMWATER EASEMENT _ , \ ( _ I It-9-D7 DSM REVD BUIIDIRD SIDE !REARS BAO 5 t0 5' 20' REC. PATH TO BE CONVEYED TO CITY n.ea' - \ / 1 EASE. TO CITv I I 1 JO' pRAI ` STORMWATER EASEMENT I I \ I I STORMWATER LICENSE 9-21-07 DSM REVD LOT IUIN.T A WWNc E? . M \ `E� TO BE CONVEYED TO CITY I I WITHIN R.O.W.) TO BE 1-11-07 DSM REVISED DRNNACE EASEYCIIS s 1 wJl7�-Sg EN@ II \ �/ 1 - - - _ _ _ _ _ _ _ _ _ STORM WATER \ I CONVEYED TO SOUTH w. STORMWATER 1 -\ --�� POND 2 I I TORMWATER I I/ VILLAGE COMMUNITIES _ �� / I 20' MAINTENANCE PHASE I 20' MDE DRAINAGE I - " I W POND 3 1 IRREVOCABLE OFFER OF _ _ _ _ _ _ _ _ _ • - POND 1 / EASEMENT TO BE EASEMENT TO qTY i $ I " 1 City of So. Burlhn ` _ ? / CONVEYED TO IOAI J E..AY / 1�,,y�� a 1 �1 -- I DEDICATION - 14' x 200' U/�y/.L LO_RECREATION PgTH EASEMENT TO qTY------------------ �)^ li / / Q -ry ! ,^, R.O.W. EXPANSION a7 - - IS --___ ---__-----_____ ,IqI PATH 2O EASDID� � TOWN OF S -- - PLAT t 3 ' ea a• 1 20• WIDE DRAINAGE EASEMENT TO GTY � � REZNEA _ 711'E. Noe r,1•E - - ___ - - Z ,RBalTi sum. " _ _ _o - - ___0_ - - + a��E _ -204 ®-® TOswPrSTREET Q __ --- -EDGE OF EXISTING ROAD TO BANSTOW Rfl SPEAR STREET 66' PUBLIC R.O.W. - _µ.- _ _-----------------_, -. - DULY, 2004 °R+o Nu+mER --- - _ --__ ____-_ _T -- �{T� _� --------®®_- _. - --_- - - - - - - - - - - - -- - - ALE _ _ ..----_----_- GRAPHIC SC -- \ owcwACBAR -1 DR. 1. NINE eROI No. I l a I I I ( IN FEET) 01243 1 inch = 60 (L. 0 d �o N Ln 0 N M N Q U a--J N 4-J O J I 0 H E W a- M N T__q O M I- N ,--I O i O N (o n U Q� •o L 0 U O .1-.J Q a PLANS PREPARED BY: i I I GRAPHIC SCALE 1 I 1 I 1 I > I I I I I ! ! IN FEET ) N 8 - 8-55 120.00' J t 1 I r -- I I I ' I I CONCRETE I CIVIL ENGINEERING ASSOCIATES ING co CURB F i % I I I TDAWISFIEEDVIEWWIE, SOUINBIMIRIRY+, aD54M I ( I ` /00 0I�. SC24 = PAX: EDJaeFuI 1 1 )gc) I CDM1N N I ! I 1 I ACL I l fV J I I� ; , o I I LRELIRD I cil DSM APPxov 1 1 DSM I 1 1 1 I — �-- I APPLICANT: W---- RECEIVED 0; 81 i SOUTH VILLAGE ; - =-- 5 0 _ COMMUNITIES, LLC. JUL 2 7 NO v50 — - _— 'J OI HE PROJECT CONSULTANTS: II I I city of So. s&ington z 04 JJ II 1 ' LL - nILac 7' V IDE C _ II - } + ARCHITECT I 6' E CONCRETE t SIDEWALK / J I!I i 1 ! INNOVATIVE DESIGN INC. 1i I SIDEWALK i i I BOEi RAC i II 1 FaRFAx, vr. I 1 BUILDING LIGHTING I + I CIM ENGINEER I I (TYP.) - I I I I I CIVIL ENGINEERING ASSOCIATES — O! I S. BURLINGTON, VT j1 I I I U O j I Z I TRAFFIC ENGINEER y 1 v I Y TND ENGINEERING 1 BLOCK RETAINING WALL j I OSS/PEE, NH (REDI ROCK OR APPROVED I o 1 I EQUAL) WITH 6' HIGH 1 i I - 11 LAWSCAPEARCH17ECT FENCE ATOP WALL T. J. BOriE ASSOCIATES, LLC 1 RE I I I BURLINGTON yr I - I L I I I - _ I DUP 89-I 1 18-55 120.00' I 11� 11 1� PROJECT TITLE: I / CONCRETE - - - - - R - - - I I - - - I _ - + I [SOUTH VILLAGE I 1 CURB � l i � `_- 'J �t- CIDI I 5 WIDE CON SIDEWALK x . T1 n r i n E t I I I 1 O I SPEAR STREET AND 1 TRASH �I I O I - ALLEN ROAD 1 RECYCLING I`, w r j j SOUTH BURLINGTON, VT ;i-------------------- 1 1 I EXISTING COO ; LEGEND z i I WOODED AREA -- a ; E- CAP ! 1 CURRENT CLEARING o ; LIMITS z 5, W C NCRETE SIDE & WATER SHUT-OFF Q _---- I 6' WIDE CONCRET_ _ _ HYDRANT 5 E I SIDEWALK - i 1 II i 1 3 a---- 7' WIDE N E I I I ,; ® GATE VALVE N F l i SIDi�ALK W/ I i -G- GAS I N g BIKES RAC i I I I -W- WATER jrl 1 0l L I 11 -SS- SANITARY SEWER I i FUT RE 1---ST-•- STORM DRAINAGE I MCK i DU X -•-UD- - UNDERDRAIN 'f 1 O O I I I -E - ELECTRICAL I O , I of 1 DAM LIRCE® IiEY1310N 5-15- GU/AMRENSED GVGGE IEVFL PARKING AM I �I 0 I ,�l�I 4 I ' tb DSM/Aa REVISED BUILDING N LOT RR I •Al I I 48 12-U-OE DSM/Aa REMMOM RAN FOR LOT 4A SDRWnAL I I 7-22-10 DSM/Aa PREPARED NEW SITE RAN 1 h l cql!I+-23-1a DSM/.Ix UPDATED PARKING GARAGES If LOT 4 L _ _ _ _ _ ' , _ _ _ IMPROVEMENTS _ I � � I I I I 1 IINB2 24-4 _ _J �� PLAN CONCRETE 20. 30400 1-+---------------31+.—-LRDATE DMMG NUMBER CURB----------- ------— -- APRIL, 2008 ADA I I I I SIGN ACCI 1 II ESIA -r2 (TYP.) C-13.1I DICAPSPACE TI 1" - 20' I I Pxa. ND. 1 1 I 1 01243 O 1 PLANS PREPARED BY: dl III �/1 �I I fRAPHIC SALE //II \ / > 11 �/ I ( IN FEET) 4Y` II me CO CRETE olVMMUZE IL DWEWLW, SOUTH SUwwcININEEIIINGAiaµ NC yr lOM JCURB, I )CI I I N / O C 1. 6 DU" (� u I v' m� E CIE V ® i // \l r.._. 3�� r - ns m Ln 7 3 C 1 ACL CHEC1o1D O 4 DSM I V. 0 3 fa JUL12 / 25114I /I / i 3s / I -._ i DSM BC 13 .©I --._.__ - I i R RAI I II r 3 S / / / - _ TIC 372. .� / J I �77.D 1 II APPLICANT: a-, i - - / m o � -t I .=�73.4± 1 � _ - Tip 50+3 V. fi7 I' City of po. Burlington /!� I / /'1 / NEW I�B I ► ! - - if 37fr=4- Ir i l " / '`'i SOUTH VILLAGE RIM=37 1 �� I N IINV. IN=363.0 ,y'<-•'°, ❑ a------ =I ~' I -+. .- _ __-_ = _ COMMUNITIES, LLC. d I l i I / i i i 0V. OUT=362.9 ,s•�' I: i JJ I oo! i \��_� 0 M i i / l f I E! m I 0 00 �`S'L 1r°r _ _.-._ I / .I / / / / 1 ��.• I I 1 I 5 -----_ \� ---------- TIC Ji' --- - - - PROJECT CONSULTANTS: - / II / / / / /II / 1 / 1 i�'•''I' _ I a I - ARCH17ECT '� I 11 , I�f/ / a III ,.1• i I �� - i� �- 7� IDE -�1 O / / 1 STONES PAD / / ' �+ ' ' SIDEWALK ' 1 INNOVATIVE ED SIGN INC. 6° E CONCRETE- 7.6 ! 3 \ I 0 I / I --- !m w( BST C 1 I I I � DEWALK RP M I `/ I' ��I/ I-� 15" HOPE / \ /� 1 I \I I ; I IP !� iQT..�.5 • \ CM ENGINEER i ' I ►I W/ FES=36�.2 / i BUILDING\ LIGHTING i - - !" a 1 `� (TYP.) 11 I BC 372. I -.\ _- .. -- I \ CIVIL ENS.IBURLINIGTGONSVSOCIATES „ETC 3 _--` J 1 I I I I O % / I I 1 NEW CB I I n III _- \\ - - - _ ` MH Z - STA TRAFFIC ENGINEER /�; / \\ / RI =367.3 12 ~ 7zs O % Y I I / ` M=375.4 ( i I / T ` / \ V / / \ I -367.6 TND ENGINEERING 'd Y III 1 I 1 / \ I I T 8.0 I Q \ OSSIPEE, NH / t INV. OUT=363.9 I \ L.-. .- I I 3 I1 0 367. Q i f:' l i / 6 s.y ! RIM1=377 o CB 1 b- S A 604+ 1.7 11 1 BLOCK RETAIN14G WALL i 367.s d YAl�D IN 'I /E!(RED(ROCK` ORTAPP,i?VED II ^ I ". N 9' ` RIM= N= 37 .3 I ��EARCHrrECT \ \ , \ '� �o n 1 INV.=373 V) ( 1 T. J. BOYLE ASSOCIATES, LLC d-J 1 1' I \ \ l \ \ f1Ll n11 n v nv1 �� 'S �I I 1 I / '� CT V. UT=3 .2 �fENCE ATOP WALL 1 euRUNcroN, yr �C I; I i 1 / 6 NEW CB \ w 'a ' j / I �� i FUT RE I I (!) ' 1 / RIM=370.5 \ O s9.2 i YAi Dl D z DUP / I� : I ' S / 1 PROJECT TITLE: Q I / I /I / / / II�V. IN=363.6 I _ _ _ _ _ _ I IM=378. c) ' B 9 STA 604 / 1 d i I' l l / INV.I OUT=363.5 ' INV. N-3 .7 j I I 1 j i I CONCRETE R INV. JUT= 6 1 I .. V. 0 T=372.5 �j F OUTH VILLAGE O Ili: I / I / / CURB co 3 .1 I I 1 / / I � 11 I � I \ I �'� T E-WALK/ ,,.1 I I I / l / I / I 1 1• v `�. A I ; • / X , i / / / j ��j SPEAR STREET AND O ' ALLEN ROAD / / 371.0 369.8 I. _ �� f' 1 l I / (/I TRASH i -��-�_� ! 1 I ��-t - �' SOUTH BURLINGTON, VT C> ( / / RECYCLING 3�� i I 0 I I 3� - - ! i � O I /� LEGEND EXISTING I ! 0 ' �� YARD DRA / (�i - E- CAP �OODED ARgA CURRENT CLEARING ! - ---- I ! ��i ��fir, 'i' i� NCRETE s I _. i I RIM�379. / /. Dg WATER SHUT-OFF Q II i 1 LIMITS s�� _ _i INV.4375. i moo "� / !- i r�N �Ci Z a O 6' WI CONCRETEiP � i I /.� HYDRANT I / SIDEWALKI , ' !�r� - � � .o / � // I GATE VALVE 7' WIDE N E � 1 1 SIDEIVALK W/ I do I -G- GAS m rc i e BIK RAC � / I � ec 374. "I i FI� I �` // I -W WATER (��� L ! I i j c,i I // j 1 -SS- SANITARY SEWER -i I o l I FUT RE �-•-ST-•- STORM DRAINAGE naafi / I DU - - - 1 I I UD- UNDERDRAIN O � i 11v vI � vv I I i I - ! Y OI i i I 51 - -E - ELECTRICAL p I -- --- ao.9/ I O/\W j I rl I\ I y /7 I 1 R M=37� Dare cnc� RRvmoN �� _ - i / F/t I l ( 1 I IN 6 D-soe osx/Aa AADDOC UGM ACF 5 Va PARKING AND (I I 1 ` �k I I I 11 375.3 ' \ I/ i •',s!r 1O / / i 1 INV. OU =3 Rensm eunrnGFDomRNT 1 \ I� V 1 I I 1 -- � 11 / lo-az- Dsx/Aa i / ,rr RIM CB �3 T . 72 a2- o osx/Aa rrArN+m raOr SITE LPUN, sraw a canDw+c LARD DRAT _ - + I INV. UT 7 I 10 DSx ,AL UPDATED PARKING GARAGES O I i v ---�� v I i a. _�RIM=1379.4 �I j�� so.o 3s° / INV.�375. LOT 4 y�<\ _ // I C[W 378.6 = _ _ - GRADING I SITE q ___ _ �_-. - -. 1 i i/ v I �� o ••� 4�i r v 31 0 w, N� PLAN I \ OO --Y- \ _�_-. DATE DRAl1ING NUMBER U I I� I CON C E�E 30+i r / ` `I \ I I URB �------ �.._ O + QII\\ I ADA SIGN V I AC ESS L - �� EGArE I \ I I I , , I (TAP.) ,� I --- cs - s 1' - 20` CCID -13.2 H DIC P SPACE I I 1 370.9 11 1 I j 00 I I 1V I I 1 INV. _ -1- No. co 1 I I II "I 0 I ' ; 1 ` INV. UT= 6 01243 N rn 0 M rl rl O fV M [V n Q 4-J da' J I w cn M N ri O / M Nr cV rl O / rI 0 c'V In V N O L U O Q IWIIII I / 1 PLAINS PREPARED BY: / I • i I I� GRAPHIC SCALE i ITA,i I, 11 t I I c IN BEET i � 496' 5" PVC I inch = 20 It — — — — ' i 1 1 536' 3 PHASE 1 /0 15KV I II i i I I . CONCRETE I 1 CIYII ENGINEEIUNG ASSOCIATES. INC. I 1 CURB t'O I 10MgffEID W:WLAW,, MIIH BIRUNGTON• IT 0540 II i t I I I I, � FAC 80248+22n I r I I 1 C' 3 DRA m I I I 1 I ACL DSM Ir K30.3 TRANFORMER VAULT; I E''� EXTE D E G L I APrRM 1 -- � I I DSM I ' RECEIVED I SERVICE 1 _- APPLICANT: I - I 7 3 Nt XTEIID EX S R SERVI :E INv s: -- E = SOUTH VILLAGE 1 JUL 2 7 2010 ELECTRICAL SERVICE s ''� I i _ n ! _ __ sj '� + L-- IN 36a.oC� COMMUNITIES, LLC. 1► III i t I I 51 0 3 E (� in ton 50 ' oo I _— SMH -# —STA: -604+33 — I 1 11 T. "s R 35 — R1FA 377.3 —� _ _ — I L� I �' O� $0• 1 S .03 _ _ - - - - - PROJECT CONSULTANTS: ii � isjr• � 1 � J. I I'�, _INN. IN 8" — — — r - I 1 ..• ! __._. r J 7' VIDE C 1 SLIT (8' )= 366.4 1',DO O 11 ARCHITECT I I 6E CONCRETE I 1 ¢ SIDEWALK /% ? i I, INNOVATNE DESIGN INC. 1 SIDEWALK I 1 - - o BWEI RAC ;' FAIRFAX, VT. 1 i _ _ 1 I 1 BUILDING LIGHTING T� zk CML ENGINEER ! I I (TYP) I tl ¢ 0 III CIVIL ENGINEERING ASSOCIATES •, -- Z_-- F LdLJ � ! II S. BURLINGTON, VT 0 I Z .L TRAFFIC ENGINEER EXTEND EX W R S ICE LI TND ENGINEERING 1( �•� I I I OSSIPEE, NH I BLOCK RETAINING WALLuJ 1 REDI ROCK OR APPROVED i �s�' 6 C ( I I I LANDSCAPE ARCHVECT I EQUAL) WITH 6' HIGH 1 T R 11 T J. BOYLE ASSOCIATES, LLC LL 1 I FENCE ATOP WALL I LL y BURLINGTON, VT rp�� ► W � i Z F RE I.�. C I Dup I I11. ' PROJECT TITLE: ' 1 CONCRETE 1 LiNV.�369.0 I 34�' 3 0 15K SOUTH VILLAGE CURB 1 G )AC ,i�/ Suurh Bur l in;;ion. Vermo 455' 3" P C T -ADEWALFG' 485' 1 /0 5K V ! i ., SPEAR STREET AND ALLEN ROAD TRASH 1 1 RECYCLING I Q / r __ - SOUTH BURLINGTON, VT LEGEND i EXISTING I I WOODED AREA E CAP 1 1 CURRENT CLEARING LIMITS EXTE►JD E E Eft F VIC �. , „W NCRETE �� WATER SHUT-OFF �I - - HYDRANT 6' WIDE CONCRETE .� � --- -- - 1 I I yY SIDEWALK 1 I 41 I I I , GATE VALVE W 1_ J (� - 7 VIDE E S�tH STA."60 +2 '� II I m i SIDE�iVALK / RIM= 80.0 - —G— GAS i BIKf�' RAC Y%p�v IN (8"N)= 36 3 I —W— WATER L r I 2v. )= 365 3 —SS— SANITARY SEWER 1 I .S R INV. UT ( "S)= 3 .2 11 1 263' 3" VC r (� '� SE R 03 I FUT RE 1 -ST-•- 293' 1/0 15KV STORM DRAINAGE 1 I DIM. s I DU X I --UD-- UNDERDRAIN I� I ---- w►ci ,y� A HY STA. 602+0 II —E ELECTRICAL REMSED I 1 Y` 2 5 i L Il 1 I• F1N Ml VII WAGE LIVE. PARpNG AN5-tOS G UMP 1 1 d ER O 10-22- DSM/ACL REWSED " LDMG F007PPoNT IV\ 12-11-09 OSM/ACL REMSm PLAN FOR LOT 4A SUBMITTAL_ %r � I I ____ EXTE�JD E A R SERVICE � 7-22-10 0sM/Aa PREPAAm NEW 517E PiAM R UBOPES 1 I 1 EXTEND E SERVICE INV.=366. 3„ PVC i �' 2J 1D DSM/RI DL UPDATED PANG WAGES ., 6 350MCKv ' UTILITY PLAN - - R LOT CONCRETE —1 �'_ y100 _-1 31+0 I I 1 1 G 3 O , I I'-_— -- — --- _ .... i — EAMG NU 1111 -CURB -------- pf _ _ _ _ APRIL, 2008 1 1 lYP SIGN I VA ACCESSIBLE i 55 3' PV _--- 1 1 ( ) H DICAP SPACE I ' - - - - ,• - 20' C-13.3 �- ^� I ! �1 •` 6-5' 3 OMCM i 50MC PROD. N0. I' I I CD 11 ` 01243 A N a ON N M M N 0 ,--I O N M N Q U O J 1 W IZ I M N rl 0 / M fV rl N / U) ^V' W .O a 0 U O 4-J a I j III j 1 1 1 I 1 M— 1 / -w I 11 fRAPHIC SAME . I/III ► I 7yS � I I I II it I 1 III II I I lIN Li hee0f � X\\ I __I __ __ CUR.. I 1 / 74. r/MM/ x/ I I I I►1 1 I l/ j I 77.6 x dZ7 I �. I I I I I ll I I rl I I ll I I II I I !I � , 1 I I I I • � = IE_ i t�lrr • • IY■■ _ mu 333 ima -- - � Emu �� ••7-d.-. i • • i • • 1oil an Y.■■ . W.. • '• •' '''• • 10ILM ■i et u■I■ • . •■L■g III I n•li • a 4 - • • • � • :ii ii it IF! u.-.� • r7• iM_, OL" i A • —.�oiliEfill • • Jy •. no LIP w ► • • •Inn O Q i • i uul 2.29 El 1 n� ■■■MIII�M o■� ur IE Arm 11 • li:iirlii� = � � �� - i-'-'+1�' �® �Mr ��!il� I �� • I Y : , sm,mr!i YI y MFiffiff IAH i I - nu■■I/�I E wan, nol■■■/n ■u11•i■p1 0 NINE 1■■ ■11h ' ► / u .■O oVbaa■■ iiu-.u:I�uaaor:3ati .►' p.: •Y!.■■r:n"\■Cad\C�..��I•■��OaN.:■ IC ERVI Uy AREA I �l UMtO RY (SF) 4A 4B 1 Gil 81"1 35.1% 8121 1135.8% �BUILP' REA►A IAIG SITE 777�5 33.6% 7849 II 34.6% TGI A 1ss8s sas% I 1ss7o 170.4% / 1 / I PLANS PREPARED BY: I / r I I CIVIL ENGINEERING ASSOCIIATE& ING 10"MEDYEWLAAF SOUIHBLaNGTOK K054M O I I II ROP-NI-R979 FAX' N0!BYFTT7I wa rrw.oYCKtvn DRAwN II ACL � I I cRacLozD m•YY DSM •Ihj / APPROWD DSM II - APPLICANT: SOUTH VILLAGE 0 COMMUNITIES, LLC. 50 00---+-------�6,-FIHERL - _ - - PROJECT CONSULTANTS: ........... - 7' 4DE - - — --��oa a AIRCHITECT 3 i SIDEWALK / i' \ 1 MICHELLE DUFRESNE Al FAIRFAX, VT. N Tom• ; \� / CM ENGINEER CIVIL ENGINEERING ASSOCIATES I I I/ \ / / \ I S. BURLINGTON, VT V / I I U Y COII I `\\ - TRAFFIC ENGINEER TND ENGINEERING OSSIPEE, NH I I ( i I LA/VOSGIPE aRCII17Ecr I 1 j I L J. BOYLE ASSOCIATES, LLC I 1 I I BURLINGTON, VT ct I FLIT RE j I DUP EX / 1 PROJECT TITLE: SOUTH VILLAGE / EW south EDtILnR, 6-, O I SPEAR STREET AND M + {.. _ ALLEN ROAD rr) I I - SOUTH BURLINGTON, VT (D I LEGEND I E-- CAP WATER SHUT-OFF ] \00 I / j HYDRANT kc \ 7' 1(I�IDE /N R E GATE VALVE SIDE ALK W/ I i —G— GAS BIKEa RAC WATER T I I (AI I / 1 1 —SS— SANITARY SEWER of FUT RE I---ST-•- STORM DRAINAGE I DU LEX 1 —UD— Ufi-DERDRAIN 1 o I� i —E — ELECTRICAL //� I I DATs cost® wA�ox �1s DSY/ea REMSED GARAGE LEru Puama AND NADDED 10-22- DSM/ACL IENSD) BLII 1 FOOTPPoNT 12-11-DA DSL/Aa RCMgn PLAN FOR LOT 4A meumAL I I 1 7-22-10 DSM/AQ IEMSID PLAN FOR LOT 4 SIBIMTTAL 7-23-10 DSM/.DL UPDATED PAWNC GARAGES LOT 4 EPSC PLAN PLAN 31 304E I \ —..— DA2R DRAWING NDIB. I— -- - — i / _.. —.. _ - MITAPRIL, 2008 _ - - - - - 20' C-13.4 PROI. NO. /+ , I \ 01243 PLANS PREPARED BY: f Al (1) (n .O G Q ry) L0 N M C) ,-'i C) N 1 0 (V v I W ,a- V 7 ' I^ V W 0 e..I� V 0 M V N C) M N TI C) / rI C) C) N Lit a_J ^Ul W �o L a U Q PART 1 - GENERAL 1.01 SUMMARY SECTION 02150 - EROSION CONTROL A. Section Includes: 1. The work under this section Includes but Is not limited to providing all labor, equipment and materials for the Installation of all required site related erosion control measures. If not otherwise directed on the plane, erosion control shall be In strict conformity with the latest revision of the 'Vermont Standards and and Specifications for Erosion Prevention and Sediment Control'. B. Related sections: 1. Section 02210 - Site Earthwork 2. Section 02936 - Permanent Seeding 1.02 GENERAL NOTES A. The discharge of sediment laden water from the project site is prohibited. All discharged water from dewotering operations shall discharge into a temporary sedimentation basin. B. Contractor shall install all erosion control measures as depicted on plans and details or as recommended by the Vermont Agency of Natural Resources, or Soil Conservation Service, prior to any construction. Contractor shall also be responsible for inspecting and maintaining all erosion control measures until project Is completed. C. Contractor shall also limit the soil disturbance and seeding application dates to between April 16 and September 15. If soil disturbance occurs later than September 15th and prior to April 16, winter erosion control measures will be necessary. Contractor shall consult with the Engineer for additional site specific winter erosion control measures. D. All stockpile material (topsoil, borrow, etc.) will have a silt fence constructed around the perimeter. Seed and mulch stockpiled material as soon as possible to prevent soil erosion and sedimentation off site. Locate stockpiles on the uphill side of the disturbed areas. If possible. During windy conditions, stockpiled material shall be covered or watered appropriately to prevent wind moslon. E. Slopes greater than 1:3 shall have erosion control netting Installed to stabilize the elope and reduce the erosion potential. Install netting over mulched slopes so that all parts are In contract with the soil and mulch. Pin netting with wire staples 3' o.c. to ensure full bonding with soil surface. F. Control dust through the application of calcium chloride or water. An average application of one pound of calcium chloride per square yard of exposed area should be considered for each treatment. The exact number of applications and amount of dust controller shall be based upon field and weather conditions. It shall be spread In such manner and by such devices that uniform distribution is attained over the entire area on which it Is ordered placed. G. Install stone check dams In grass -lined moles 50 feel on center to prevent slit from washing into the drainage system during construction. Check dams shall be removed once vegetation Is established. PART 2 - PRODUCTS 2.01 EROSION CONTROL NETTING A. Jute netting shall consist of undyed and unbleached yom woven Into a uniform open plain weave mesh. 2.02 FILTER FABRIC A. When Filter fabric is required, it shall conform to the requirements of Mirafl 50OX or approved egivolent. 2.03 CALCIUM CHLORIDE A. Calcium chloride shall conform to the requirements of AASHTO M 144. Either regular flake calcium chloride. Type 1 or concentrated flake, pellet or other granular calcium chloride. Type 2, may be used. 2.04 WATER A. All water used shall be clean and free of harmful amounts of oil, salt, acids, alkalies, sugar, organic matter and other substances injurfous to the finished product, plant life or the establishment of vegetation. 2.05 EROSION CONTROL MATTING A. Where required on the plans or where directed by the Engineer, erosion control blankets (matting) shall be North American Green C125 for ,wales, and SC150 for slope stabilization, or approved equal. Type A Stabilization HydraullcgUX-ARolied Mulch Ec.Aegls or approved equal Application Rate 4.000 lbs per acre Compo ltlon - Refined wood fiber (90% by weight) Banded hydrocollold-based binder (10X by weight) Wotw Holding Capacity - 10 Imes own weight Surface Coverage Thickness - 1/8' to 1/4' MatUm North American Green DS-75 Fully degradable - non Fully blo-degroble pins (may require multiple Installations) OR Type B Stabilization tjMlraulicelly A, Ip led Mulch EcoAap1. w approved equal Application Rate 3,500 ens par acre Composition - Refined wood fiber (gag by weight) Blended hydrocollold-based binder (10X by weight) Water Holding Capacity - 10 tknes own weight Surface Coverage Thickness - 1/8' to 1/4" Matting North American Green DS-75 Fully degradable - non -woven Fully bk,-degrable pins (may require multiple installations) OR Type C Stabilization HMraullcglly Aoolled Mulch EcoAegls err approved equal Application Rate 3.000 Its per acre Composition - Refined wood fiber (90% by weight) Blended hydrocoNald-based binder (10% by weight) Water Holding Capacity - 10 times own weight Surface Coverage Thickness - 1/8' to 1/4' Mottle, North American Green DS-75 Fully degradable - nen-soven OR Fully bio-degroble pins (may require multiple Installations) Type D Stabilization Hwhoullcally Aaolied MWah Application Rate 1.500 Its par acre Composition - Standard wood flow Blended hydrocolloid-based binder Surface Coverage Thickness - 11r to 1/4" Mgttlo9 North American Green DS-75 Fully degradable - non -woven Fully blo-degrobie pins In (may require multiple Installations) PART 3 - EXECUTION 3.01 CHECK DAM AND INLET PROTECTION A. Hay balm shall not be used to construct check dams or as a means of inlet protection. B. Check dome shall be installed In accordance with the project details, and Inspected weekly and following any rain or melt event producing measurable runoff. C. Catch basins within and adjacent to construction areas shall be protected in accordance with the details depicted on detail sheet. Inlet protection shall be Inspected scaly, and following any rain or melt event producing measurable runoff. 3.02 SILT FENCES A. The silt fences shall be constructed in accordance with the constructlon detail. The fence shall generally be placed 10 feet from the toe of the elope or as shown on the plons. The ends of the fence shall be placed uphill to form a horseshoe shape to trap all runoff. B. The slit fences shall be Inspected periodically for damage or build-up of sediments. All damaged fences shall be repaired or replaced. Sediment deposits shall be removed from the fence as they build up and be placed in an area where there Is no danger of further erosion. 3.03 EROSION MATTING A. Erosion matting shall be placed on all grass -lined ditches with profile grades exceeding 5.0% and shall be placed and maintained In accordance with the Vermont Agency of Transportation Standard Specifications Sections 654 and 755.07. 3.04 RESTORATION A. As soon as construction Is completed In a given area, it shall be topsolled, seeded, fertilized and mulched as specifled In Section 02936 - Permanent Seeding. 3.05 STABILIZED ROAD ENTRANCE A. A stabilized pad of crushed stone located at any point where traffic will be entering or leaving the construction site to or from a public right-of-way or street or as shown on the drawings shall be constructed for the purpose of preventing the tracking of sediment onto public rlghts-of-way. B. Design Criteria: 1. Use 1.5 to 2.5 inch stone. 2. Use 8 inch layer of stone. 3. Stone pad shall be full width of entrance. 4. Minimum length shall be 50 feet. 3.06 GRASS -LINED DITCHES A. All ditches that are not atone -lined shall be topsolled, seeded, fertilized and mulched. Any area which shows signs of erosion shall be reseeded Immediately and maintained until permanent vegetation Is established. 3.07 MAINTENANCE A. All erosion control measures shall be inspected daily and repaired and/or replaced as needed. B. All erosion control measure. shall be Inspected after periods of heavy rain. C. The stabilized road entrance shall be top dressed with additional atone should the existing stone become clogged with sediment. 0. Hay or straw mulch is subject to wind action. Mulch may require anchoring as the weather conditions warrant. END OF SECTION 02150 PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Furnishing all labor, materials, and equipment to complete all seeding work as shown on the drawings and specified herein. 2. Except where otherwise shown or specified, the Contractor shall seed all areas where new contours are shown on the drawings and all areas where existing ground cover has been disturbed by the Contractors operations. B. All work and materials of this Section shall conform to the applicable requirements of the VAOT Standard Specifications, Divialon 600. 1.02 SUBMITTALS A. Provide the following for approval prior to delivery to the site: 1. Supplier's Certificate of Compliance attesting that lime, fertilizer and seed meet the requirements specified. 2. The Contractor shall provide representative topsoil samples for testing and approval, deliver samples to a public extension service agency testing laboratory, have testing report sent directly to the Landscape Architect and pay all costs. Testing shall report on mechanical and chemical (pH soluble salts) analysis. Report shall be submitted at least one month before any looming is to ba done. 1.03 SEEDING SEASONS A. Seeding and Initial fertilizing shall be done between April 1 and June 1, between August 15 and October 15. or as permitted. Seeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untlllable. If seeding Is done during July or August, additional mulch material may be required by the Engineer. PART 2 - PRODUCTS 2.01 LIME A. Lime shall be standard, ground dolomite limestone, agricultural grade, containing a minimum of 95% of calcium and magnesium carbonates. 10OX shall pass the 10 mesh sieve: minimum 90% shall pass the 20 mesh sieve; minimum 40% shall pass the 100 mesh sieve. 2.02 FERTILIZER A. Fertilizer shall be commercial grade granular fertilizer as required for soil conditions as specified In Section 643 of the VAOT Standard Specifications. The fertilizer shall be delivered to the project in new, clean, sealed containers which bear a label fully describing the contents, the chemical analysis of each nutrient, the fertilizer grade, the net bulk, the brand and the name and address of the monufocturer. The fertilizer and labels shall conform to all existing State and Federal regulations, and shall meet the standards of the Association of Official Agricultural Chemists. 2.03 GRASS SEED A. Provide fresh, clean, new -crop seed of the gram species, proportions and minimum percentages of purity, germination and maximum percentage of weed seed as follows: 1. Park seed shall normally be used on loam areas along roadway shoulders and lawn areas. This seed mixture shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Creeping Red Fescue 96% 85X 40 Perennial Ryegras. 98% 9OX 50 Kentucky Bluegrass 97% 85X 25 Radtop 95% BOX 5 TOTAL = 120 2. Slope seed shall normally be used for all slope work, usually 3:1 or steeper and shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Creeping Red Fescue 96% 85% 35 Perennial Ryegrass 98% 90% 30 Red top 95% Bo% 5 Alsike Clover 97% 90% 5 Birdsfoot Trefoil 98% Bo% 5 TOTAL - BO B. The seed mixture shall be delivered in new, 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. C. Seed that has become wet, moldy, or otherwise damaged will be rejected. SECTION 02936 - PERMANENT SEEDING 2.04 MULCH A. Mulch must be Installed on all seeded areas. The following mulches are acceptable for use. 1. Hay mulch free of weeds and coarse matter at a rate of 90 pounds per 1.000 square feet. 2. Wood fiber applied in a slurry (1/6" or longer) at a rate of 40 pounds per 1,000 square feet 2.05 WATER A. All water used shall be obtained from fresh water sources and shall be free from Injurious chemical and other toxic substances harmful to plant life. No water which Is brackish will be permitted at any time. The Contractor shall identify to the Engineer all sources of water at least two weeks prior to use. The Engineer, at his discretion, may take samples of the water at the source or from the tank at any time and have a laboratory test the samples for chemical and saline content. The Contractor shall not use any water from any source which Is disapproved by the Engineer following such tests. PART 3 - EXECUTION 3.01 PREPARATION A. Examine finish surfaces and grades. Do not start seeding work until unsatisfactory conditions are corrected. Perform seeding work only after planting and other work affecting ground surface has 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 4". 2. Remove atones over 1' In any diameter and sticks, roots, rubbish and extraneous matter. 3. Remove existing weeds and grasses by pulling or tilling under. 4. Grade areas to be seeded to a smooth, free draining even surface with a loose, moderately coarse texture. 5. Remove ridges and fill depressions as required to drain. 6. Restore prepared areas if eroded or disturbed prior to seeding. 3.02 SEEDING CONDITIONS A. Seeding shall not be done when the ground is frozen, snow covered, muddy, or In any other unsatisfactory condition for planting. No seeding operations shall be conducted under adverse weather conditions or when soil moisture conditions ore unfavorable (too wet or too dry) or when winds exceed 5 MPH. B. Construction methods shall be those established as agronomically acceptable and feasible. The Contractor shall keep all equipment and vehicular and pedestrian traffic off areas that have been seeded to prevent excessive compaction and damage to young plants. Where such compaction has occurred, the Contractor shall rework the sell to make a suitable seed bed; then reseed and mulch such areas with the full amounts of the specified materials, at no extra expense to the Owner. C. Surface and seepage water should be drained or diverted from the site to prevent drowning or winter killing of the plants. D. All areas and parts of areas which fail to show a uniform stand of grass for any reason whatsoever shall be reseeded, and such areas and parts of areas shall be seeded repeatedly until all areas are covered with a satisfactory growth of grass. E. Watering Is considered a necessary element for establishment and survival. F. Where ryegross has been planted for temporary erosion central and has not been eliminated prior to the completion of the work, such areas shall be disced at least 3 Inches deep and seeded to permanent grasses to prevent the ryegrom from reseeding and becoming competitive with and retarding development of the permanent cover. 3.02 SEEDING A. Lime and fertilizer should be applied prior to or at the time of seeding and incorporated into the soil. Kinds and amounts of lime and fertilizer should be based on an evaluation of soil tests. When a soil test is not available, the following minimum amounts should be applied: Agricultural limestone, 2 tons par acre or 100 lbs. per 1.000 square feet. Nitrogen (N), 50 lbs. per acre or 1.1 lbs. per 1,000 square feet. Phosphate (P205), 100 lbs. per acre or 2.2 lbs. per 1.000 square feet. Potash (K20), 100 lbs. per acre or 2.2 lbs. par 1.000 square feet. (Note: This Is the equivalent of 500 lbs. per acre of to- 20-20 fertilizer or 1.000 Ibe. per acre 5-10-10). B. Seed should be spread uniformly by the method most appropriate for the site. Methods include broadcasting and hydroseeding as follows: 1. Broadcasting: Sow seed using mechanical spreader at a rate of 4 lbs./1,000 square feet. Distribute seed evenly over entire area by sowing equal quantity in tow directions at right angles to each other. Rake seed lightly into top 1/8' of topsoil, roll lightly and water with a fine spray. 2. Hydroswi ing: Mix specified seed, fertilize and pulverize mulch In water, using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended Into homogenous slurry suitable for hydraulic application. Apply slurry uniformly to all areas to be seeded. Rate of opplicatlon as required to obtain specified seed sowing rate. 3.03 MULCHING A. Mulch materials shall be spread uniformly by hand or machine at a rate of two 50 lb. balm par 1.000 square feet. B. Organic Mulch Anchoring - Straw or hay mulch must be anchored Immediately after spreading to prevent wind blowing. 3.04 MAINTENANCE A. The maintenance period shall begin immediately after seeding and shall continue until acceptance. B. All mulches must be Inspected periodically, in particular after rainstorms, to check for rill erosion. Where erosion is observed, additional mulch shall be applied. Net should be inspected after rainstorms for dislocation or failure. If washouts or breakage occur, reinstall net as necessary after repairing damage to the elope. Inapactions should take place until grasses are firmly established. Grasses shall not be considered established until a ground cover is achieved which is mature enough to control soil erosion and to survive severe weather conditions. Where mulch Is used in conjunction with ornamental plantings. Inspect periodically throughout the year to determine If mulch to maintaining coverage of the wall surface; repair as needed. C. Seeding areas shall be protected and maintained by watering, reseeding, mowing, weeding, rolling. Insect or disease control measures, re -fertilizing and repair of washouts which are necessary. C. The Contractor shall maintain all seeded areas until full vegetation Ie established. D. All seeded areas shall be kept free from weeds and debris, such as stones, cables, baling wire, and all slopes 4:1 or less (flatter) and level turf shall be mowed in the following manner: 1. When grass reaches a height of 4-6", mow to a height of 3". 2. At least two cuttings shall be mode prior to Final acceptance. E. Following mowing, all permanent seeding gram areas (mowed and unmowed) shall receive a uniform application of slow release fertilizer hydraulically placed at the rote of 10 pounds per 100 square feeL 3.05 ACCEPTANCE A. Inspection to determine acceptance of seeded areas will be made by the Landscape Architect, upon Contractor's written request. 1. Provide notification at least ten (10) working days before requested Inspection date. B. Seeded areas will be acceptable provided all installation and maintenance requirements have been compiled with and a healthy uniform lawn Is established. C. Upon acceptance, the Owner will assume maintenance. 3.06 WARRANTY A. All seeded areas will be worranted for o period of twelve months from date of Ownera acceptance. Should any seeded areas fail to maintain full vegetation, failed areas will be refurbished until this specification In achieved at the coat of the Contractor. END OF SECTION 02936 RECEIVED JUL 2 7 2010 City of So. Burlington CIVIL ENGINEERING ASSOCIATES INC. P.O. BOX495 SHELBURNE, Vr 0502 902-9952323 FAX 802-0 27l1 web --- APPLIED A►PLIED ECOLOGICAL COMSU17AMS DMwN ACL -MD DSM APPROVED DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: LAND USE PLANNER/ARCH7ECT LOONEY RICKS KISS NASHVILLE, TN CWL ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE,VT TRAFFIC ENGINEER TND ENGINEERING OSSIPEE, NH LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SOUTH VILLAGE Sit ,h Bu rl inx, Vrr SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT REYLSrON EROSION CONTROL SPECIFICATIONS DATE DMwiNG NUYBRR MAY, 2008 m.r. AS SHOWN C-13.5 PRO;. NO. 01243 6- X 6. 14.5 GA. WIRE MESH 30" HIGH AND BURIED 6' BELOW 1 ACRE ` RARE, HOCKED B STEEL STAKES y` (WIRE MESH CAN BE ELIMINATED ` FOR FENCE 24* OR LOWER) y FILTER FABRIC CUPPED R POST WIRED TO MESH, TO BE � MIRAFl ICONS OR APPROVED LR EQUAL IP —FLOW FENCE HEIGHT -�Is 2,r 30 p 24• MIN 2}X2}WON 5' 2.5' • POST SPACING METAL POST 10' 10' 4 . 4 WON 10' 10' Incorrect - Oo Not layout "perimeter Correct - Install ✓-hooks A control' silt fences along property (� Ines. AU sediment Roden runoff will BACKFI24' FILTER FABRIC TO BE EDP8" concentrate and overwhelm the system. BELOW. GRADLED E TAMPED 8' STEEL OR WOOD STAKES SEE CHART AT RIGHT NOTE. Silt fence shall not be placed in areas of concentrated flowS. Discreet segments of silt fence, installed with ✓-hooks or smiles' will be much mom effective. SILT FENCE PLACEMENT FOR PERIMETER CONTROL N.T.S. PLAN 1. NSTALL SILT FENCES AT TOES CT UNPROTECTED SLOPES AND AS PARAUEL TO CONTOURS AS POSSIBLE. CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE. REMOW SEGMENT WHEN ACC1WUlED TO HALF THE HEIGHT OF THE FENCE. CONTRACTOR SHALL INSTALL SILT FENCES AT THE TOE OF ALL FILLED OR UNPROTECIED SLOPES CREATED DURING CONSTRUCTION, NOT NECESSARI REFLECTED ON THE RNA_ PLANS. SILT FENCES ARE TO DE MNNTNNED UNTIL SLDPES ARE STABIUZED. 2 WOVEN ORE FENCE TO BE FASTENED SECURELY TO POSTS WITH WIRE TIES OR STAPLES .L FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN ORE FENCE NTH RES SPACED EWRY 24• AT TOP. MID MCTON. AND BOTTOM. 4. WHEN TWO SECT7 FILTER C OTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY B-. FOLDED AND STARED. S SILT FENCE SHALL NOT BE RACED IN AREAS OF CONCENTRATED BONS SILT FENCE DETAIL N.T.S. EXISTING RWND L _ --- — ' J 12• _- EROSION CONTROL MATTING IN TOPSOIL -, �"' DITCHES w/PROFILE RACES �-TM=TJ' EXCEEDING . STAPLE AS PER MANUFACTURERS SPECIFICATIONS VI GRASS LINED DITCH N.T.S. FOR NVEGETATED ROPES USE DOZER TREADS TO CREATE GROOVES PERPENDICUI TO SLOPE DIRECTION TO MINIMIZE RUN-OFF VELOCITIES. SLOPE TRACKING / SURFACE ROUGHENING N.T.S. 0-50 DOWNSTREAM FLOWDNE SLOPE OF STRUCTURE (m/m) 1 OF ROCK 0.35 0 30 0.25 0.20 0.15 0.10 CONCRETE -'75 4 M 6 --- - _25 - 3 OCK 88 AROUND 400- - CATCH BASIN ENO POINTS •A• MUST BE HIC ER 0.35 m/m OR FLATTER THAN THE FLOW UNE PCNT -B- FLOW UNE SLOPE WIRE SCREEN Tsmm (3 ION.) ON. w/ 0.5' OPENINGS CCIRSE ROCK PLACED AROUND iAr� CONCRETE BLOCKS A A A - I B- fl. -- MAXIMUM) (2I %- _11 MINIMUM DEPTH OF COURSE III -='I LI 15cm TO 45cm ROCK PLACED IN CHANNEL (0.5 TO 1.5 1T.) ROCK SET IN ID- FLOW UNE IS 15. (0.5 N.) DIFFERENCE (4 1.. MINIMUM) TRENCH = YEN F IONT NEW STACKEDCONCRETE BLOCKS \1 OR 2 LAYERS HIGH • g ROUND MINIMUM 1'0 ROCK TO THE TOP OF PIL ED AROUND 1. ll � � H�•e•:•:•GROUND • • CATCH BASIN INLET PROTECTION (WITH CONC. BLOCKS) N.T.S. CATCH BASIN IN 2' SUMP I' �a%ice ••�• RIC DOWNSTREAM STRUCTURE SUCH ELE�ATCN OF THE UPSTTIEAM STRUCTURE STONE CHECK DAM STRUCTURE N.T.S. 3- TO 4' CLEAN TRAP ROCK ('.,It,, rI ll ll i �l lI / i'I ill � i ll.�l f l,(I 11 1 I I I I = HAY BALE (TYP.) 2• X 2- X 3' STAKES NOTE: ALL DEWATERING DISCHARGES SHALL BE THROUGH SEDIMENT CONTROL TRAPS, CONTRACTOR SHALL MAINTAIN AND CLEAN TRAPS AS REQUIRED. PLAN PUMP DISCHARGE HOSE V 1(ll(II p(0 (II( I( 0(P(l(u(U(u( II II I 1 I(p(ptI(IIfj1 '')O( T1p1�1 5N) i > >�I Iti i1r� DISCHARGE SEC110N A —A SEDIMENT CONTROL TRAP DETAIL N.T.S. CRUSHED STONE NOTE: PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC R.O.W.. PLAN 15' MIN. m RUSHED STONE 7QCZ��r�.��R�R\��\� @� - EXISTING BADE CROSS-SEC11014 STABILIZED CONSTRUCTION ENTRANCE N.T.S. PLANS PREPARED BY: r CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX485 SHELBURNE, VF 0502 B026WF23Z0 FAX 802-011S2271 web: --A— APPLIED ECOLOGICAL CONSULTANTS DRAWN ACL =CRRD DSM APPROVED DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS LAND USE PLANNER/ARCHTTECT LOONEY RICKS KISS NASHVILLE, TN CM ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT TRAFFIC ENGINEER TND ENGINEERING OSSIPEE, NH LAND.SC,IPE ARCHITECT LAND -WORKS MIDDLEBURY, VT RECEIVED JUL 2 7 2010 City of So. Burlington TEMPORARY SEEDING A MULCH R NETTING SILT FENCE INSTALLED ON -1, DOWNRADIENT SIDE PROJECT TITLE: SOUTH VILLAGE So th RerlieRH V.r SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT DATR CNRCREO RRV ON EROSION CONTROL DETAILS TEMPORARY STOCKPILE DETAIL N.T.S. DATE DRAWDTG NUMBER MAY, 2008 SC&UII AS SHOWN C-13. PROJ. NO. 01243 U') O Q of N Q1 C) rl C) N N U LLJ 0- L / 'I V / J f� I- W 0 I 0 CD I N TI / r1 r) V N rl C) TI C) C) N / to 4_J U 0 L a U O 4-J Q I TOPSCIL, RAKEES� UNPAVED PAVED SEED & MULCHI� NOTES 1. Cc m action of backfill and bedding shall be a P 9 ° minimum of 90% (95TG under roadway surfaces) of maximum dry density determined in the p APPROVED BACKFILL standard proctor test (ASTM D699). THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen IN 8" LIFTS subgrede. y RIGID INSULATION AS 3. Approved bockfill shall not contain any stones REOUIRED. USE 1" OF mare than 12" in largest dimension (6" in INSULATION FOR EVERY roadways, 2" maximum diameter within 2' of i FOOT DEPTH OF PIPING the outside of the pipe), or contain any frozen, D 2IS LESS THAN 6'-0" wet. or organic material. \� NEW WATER LINE WITH 4. Trenches shall be completely dewatered prior to - POLYETHYLENE ENCASEMENT placing of pipe bedding material and kept 6• \ (HIGH DENSITY CROSS LAMINATED VIRGIN dewatered during installation of pipe and backfili. n POLYETHYLENE 4 MILL FILM) 5. In trenches with unstable materials, trench 12 ii THOROUGHLY COMPACTED bottom shall first be stabilized b locon, I of fabric then �%4" 6• -i SAND BEDDING filter crushed atone maximum). 6. The sides of trenches 4' or more In depth entered UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H.A. standards. TYPICAL WATER TRENCH DETAIL N.T.S. WATER SEWER MINIMU BETWEI WATER SEWER NOTES: 1. AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WALL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE. 2. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 3. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 18' SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS. 4. WATER MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST 10' HORIZONTAL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. WATER/SEWER CROSSING DETAIL N. T. S. LEBARON LF248 24" x 24" C.I. GRATE w/4 FLANGED FRAME BITUMINOUS CONCRETE (OR APPROVED EQUAL) PAVEMENT G OU SET FRAME ON 12• FULL MORTAR BED MAX. ADJUST TO GRADE WITH PRECAST CONC. RISERS PRECAST CONCRETE Ir_24• x 24" WATERTIGHT JOINT USING 1" w/MONOLITHIC BASE MIN. WIDTH FLEXIBLE GASKET (SEAL EXTERIOR JOINTS AND LIFT HOLES w/NON SHRINK 487 m GROUT) SEAL w/HYDRAUUC CEMENT MORTAR, OR CAST -IN -PLACE FLEXIBLE MH SLEEVES I I 18" I SUMP 6• MIN. CRUSHED GRAVEL *PRECAST MANHOLE STRUCTURES SHALL CONFORM TO ASTM SPEC. C478 (LATEST EDITION). TYPICAL CATCH BASIN SEED h NOTES 1. Compaction of backfill and bedding sholl be a 000 op Ooo°0000000 O. minimum of 90% (95% under roadway surfaces) of maximum dry density determined in the standard proctor test (ASTM 069B). APPROVED BACKFILL THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen IN 6" UFTS i eubgrade. ' 2' APPROVED GRANULAR FILL 3. Approved backfill shall not contain wy atones more than 12" in largest dimension (6" n 1 THOROUGHLY COMPACTED roadways, 2" maximum diameter within 2' of IN 8" LIFTS the tside of the pipe), or any frozen. ou wet, or organic materiol. ' PVC SEWER PIPE 4. Trenches shall be completely dewatered prior to 12"t placing of pipe bedding material and kept -i� dewateretl during installation of pipe and backfili. THOROUGHLY COMPACTED 5. In trenches with unstable materials, trench BEDDING MATERIAL bottom shall first be stabilized byy placement of fabric (3/4" CRUSHED STONE) filter then crushed stone (3/4" maximum). 6. The sides of trenches 4' Or more in depth entered UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H.A. standards. 7. Bedding material shall consist of crushed stone. TYPICAL SEWER TRENCH DETAIL or send with a maximum size of 3/4". growl Submit a sample to the Engineer far approwl. N.T.S. CURB CUT DETAIL N.T.S. • ALL CURB WORK TO BE CONCRETE Ra 0 00 ❑o area ❑o 000 ❑o o0 ADAPTORS CAN BE e(U MOUNTED ON ANY ANGLE 0• TO 359' CAST IRON H-20 RATED GRATE PLANS PREPARED BY: TOPSOIL, RAKE, UNPAVED PAVED SEED &MULCH _ NOTES: f N 1. Compaction of backfill and bedding shall be a z: pOoa00000°o minimum of 90% (95% under roadway surfaces) Sa of maximum dry density determined in the -000°o standard proctor test (ASTM 069a). CIVIL ENGINEERING ASSOCIATES. INC. APPROVED BACKFILL THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen P.O. BOX485 SHELBURNE, VT 05482 IN 6" LIFTS sUbgr.de. 0Wa 2a23 FAY W2B 227T web: wmveenw.ean m D y APPROVED GRANULAR FILL 3. Approved backfill shall not contain anyy stones mare than 12" in largest dimension (6" In Tn THOROUGHLY COMPACTED roadways, 2" maximum diameter within 2' of APPLIED ECOLOGICAL CONSULTANTS IN 6" LIFTS the outside of the pipe), or contain any frozen. DRATw T wet, or organic material. HOPE STORM DRAIN PIPE 4. Trenches shall be completely dewatered prior to ACL 12' placing of pipe bedding moteriol and kept dewatered during installation of pipe and backfill. -- THOROUGHLY COMPACTED 5. In trenches with unstable materials, trench DSM ° BEDDING MATERIAL bottom shall first be stabilized by pplacsment of filter fabric then Aresovxu 6" Po crushed atone (3/4• maxknum). 6. The sides of trenches 4' or more indepth entered DSM UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or sloped to the APPLICANT: angle of repose as defined by O.SH.A. standards. 7. Bedding material shall consist of cashed stone, TYPICAL STORM TRENCH DETAIL grab) or send with a maximum size of 3/4•. SOUTH VILLAGE Submit a sample to the Engineer far approval. N.T.S. COMMUNITIES, LLC. 1 8. A _ TYPE 11 STONE RIVES d FILL (1'-0". MIN. o THICKNESS) CULVERT - END SECTION STABILIZATION FABRIC CONTINUE STONE MIRAFI 50OX OR FILL IF REQUIRED APPROVED EQUAL -20 RATE➢ PVC BO➢YRE1 ,NO A➢O3T[ONAL CONCTE SLAB REQUIRED INLET AND OUTLET ADAPTORS AVAILABLE 4' THRU 12' END SECTION DETAIL N.T.S. EXISTING GROUND 1 t - EROSION CONTROL MATTING IN TOPSOIL DITCHES w/PROFILE GRADES EXCEEDING '. STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS LINED DITCH N.T.S. DRABNAREA - 98.7 SO. INCH CRATE HAS H-20 OMEAVY TRAFFIC DOT RATING QUALITY- MATERIAL SHALL ❑❑❑❑ CONFORM TO ASTM A48 - CLASS 30Br(OOE300CO3 ❑❑❑❑❑ ❑❑❑❑❑ PAINTS CASTINGS ARE FURNISHED WITH A BLACK PAINT WRINNIN11, GRATE COVER IS REVERSI-/ VARIOUS TYPES OF ONE SIDE STICKS OUT LIKE OUTLETS WITH IS SHOWN ON THE RIGHT. VATERTIGHT ADAPTORS ONE SIDE IS FLUSH LIKE - FOR- IS SHOWN ON THE LEFT. A222' SDR-35 SEVER A-2000 CORRUGATED PVC ULTRA -RIB PVC CORRUGATED POLYETHYLENE 6' MIN. BACKFILL MATERIAL SHALL BE NUSHE➢ STONE OR GRAVEL MATERIAL MEETING CLASS I 5! 13R 2 AS SPECIFIED IN ASTM BACKFILL MATERIAL SHALL BE 18" YARD CATCH BASIN PLACED UNIFORMLY IN 12• 18' CAST IRON GRATE LIFTS AND COMPACTED NTS GROUND LINE (SLOPE AWAY FROM BUILD.) =I I I I-III-j 11=111=�-1 GRANULAR BACKFILL. ' (TYP.) . 6" SDR 35 PERF. PVC 3/4" WASHED STONE WRAPPED W/ DRAINAGE FIN. SLAB EL. FABRIC. COORDINATE (SEE PLAN) DRAINAGE W/ ARCH. STRUCTURAL DETAIL ° No TOP OFFTG.n ELEV. (SEE PLAN) ° FOUNDATION DRAIN DETAIL NITS 3 1/2" BITOIMINOUS CONCRETE PAVEM 1 1/4" TYPE IV FINISH COURSE 2 1/4" TYPE II BASE COURSE RECEIVED JUL 2 2 2010 City of So. Burlington b `-COMPACTED SUBGRADE--_ STABILIZATION FABRIC MIRAFI 500X OR APPROVED EQUAL TYPICAL DIVEWAY SECTION N.T.S. SIDEWALK WIDTH AS SHOWN ON PUNS Sr' CONCRETE SIDEWALK 6" 8" GRAVEL SUBBASE 6• UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL NOTES: 1. EXPANSION JOINTS SHALL BE PLACED EVERY 20' AND SMALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF nVE FEET BY DUMMY JOINTS TYPICAL SIDEWALK DETAIL N.T.S. PROJECT CONSULTANTS: LAND L/SEPLANNER/ARCMIECT LOONEY RICKS KISS NASHVILLE, TN CAR ENQ/NEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT TRAFM BVGNMR TND ENGINEERING OSSIPEE, NH LANDSCAPE ARCH/IECT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SOUTH VILLAGE South B u r i i n s I V e r" a n I SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT General Note: All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District #1 and the Village of Jericho. I DAM I CBBC,® I BSVMDN I SITE -I- UTILITY DETAILS DATE n oING NUMBER MAY, 2008 scUe AS SHOWN C-13.7 PRCU. ND. 01243 SECTION 01040 - PROJECT COORDINATION PART 1 - GENERAL 1.01 MEETINGS & PROJECT ACCESS A. The Owner Moll 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 prior to commencement of any work. Job superintendents and subcontractors Mall be included in 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 endanger work or traffic in areas adjacent to the construction area. except as permitted by the Owner. The Contractor Mall so arrange his construction operations as to provide access for emergency vehicles and equipment to the work site at all times. 1.02 LABOR A. The Contractor and subcontractors will 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 preaautions In connection with the Work. B. Fir. Protection: The Contractor shall take all necessary precautions to prevent fires adjacent to the Work and shall provide adequate facilities far extinguishing fires. The Contractor Mall also prevent fires in project related buildings and Mall prevent the spread of fires to areas outside the limits of the Work. C. Safety Precautions: Prior to commencement of Work, the Contractor Mall be familiar with all safety regulations and practice. applicable with construction operations. No additional payment. will be made for equipment and proced,me neceaaitated by these safety precautions. 1.04 INSURANCE A. Certificates of insurance acceptable to the Owner sholl 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 foiling to conform to the Contract Documents. The Contractor 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 IN unsuitable. No concrete, earth bockfill, embankment, or paving shall be placed upon frozen material. If there le delay or Interruption in the Work due to weather conditions, the necessary precautions must be taken to bond new Work to old. S. 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 Contractor, at his own expense, shall make repairs 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. NI debris and excess material., other than that which le outhorized to be reused, become the property of the Contractor and Moll be promptly removed from the property. The Contractor shall receive title to all debris and/or excess material. The Owner will not be responsible for any lose or damage to debris or excess material owned by the Contractor. 1.08 PROJECT LAYOUT A. The Contractor shall be responsible for providing all necessary survey staking. 1. Locate and protect control points before starting work on the eIt., 2. Preserve permanent reference points during progress of the Work. 3. Establish a minimum of two permanent benchmark. on the ate, referenced to data established by survey control polnte. a. Record locations, with horizontal and vertical data, on Project Record Documents. SECTION 02110 - SITE CLEARING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Remove surface debris. 2. Gear site of plant life and grass. 3. Remove tree. and shrubs. 4. Remove root system of trees and shrubs. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 3.01 PROTECTION A. Protect utilities that ramaln from damage. B. Protect trees, plant growth, and features designated to remain as final landscaping. C. Protect bench marks and existing structures from damage or displacement. D. Use means necessary to prevent dust becoming o nuisance to the public, to neighbors, and to other work being performed on or near the site. E. Maintain access to the site at all times. 3.02 CLEARING A. Clear areas required far access to alto and execution of Work B. Remove trees and shrubs within areas as Indicated on the Plana. Remove stumps, roots and tap roots and other projections 1jS" or greater in diameter to 2'-0" below the excavated surfaces in cut woos and 2'-0" below the exposed aubgrode In fill areas. 3.03 REMOVAL A. Remove debris, rock, and extracted plant life from site. B. The Contractor Mall coordinate Work with the Engineer and Owner in establishing suitable areas within the property Iknit3 for depositing debris, rooks and extracted plant fife. The Contractor shall be responsible for backfilling (capping) and grading all waste Wtes. 3.04 UTILITIES A. Coordinate with utility companles and agencies as required. SECTION 02210 - SITE EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. All utility and aitework excavation (unless covered in other sections of these specifications), removal and stockpile of topsoN, stabilization fabric, and other misaellaneous and appurtenant works. 2 Sit 3. Roadway filling. darking lot structural sections. 1.02 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Slew Analysis of Flne and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method far Laboratory Compaction Characteristics of Soil Using Standard Effort. 1.03 PROTECTION A. Protect bench marks and existing structures. B. Protect above and below grade utilities which are to remain. 1.04 SUBMITTALS A. Testing laboratory reports Indicating that material for backflll meats requirements of this Section. B. Field density test reports of site NI In place. C. Field density test reports far roadway structural sections In place. D. Stabilization Fabric: Submit copies of manufacturer's specifications and Installation Instructions. PART 2 - PRODUCTS 2.01 BANK RUN GRAVEL A. This material shall meet the following grading requirements: Percent by Weight Slew Designation Posing Square Mesh Slew No. 4 20 - 60 No. too 0 - 12 No. 200 0 - 6 The gravel shall be uniformly graded from coarse to fine and the maximum size stone particle shell not exceed 2/3 of the thickness of the layer being placed or 4 whichever Is lase. 2.02 CRUSHED GRAVEL A. All materials shall be secured from approved sources. This gravel shall consist of angular and round fragments of hard durable rock of uniform quality throughout, reasonably free from thin elongated pieces, soft or disintegrated stone, dirt. Organic or other objectionable matter. This material shall meet the following grading requirements: Percent by Weight Slew Designation Passing Square Mesh Steve Fine: 2, 100 1 1/2" 90 - 1DO No. 4 30 - 60 No. too 0 - 12 No. 200 0 - 6 Coarse: 4" 95 - 100 No. 4 25 - 50 No. 100 0 - 12 No. 200 0 - 6 2.03 AGGREGATE SURFACE COURSE A. Aggregate far surface course and shoulders shall consist of clean, hard gravel, crushed gravel or cmahed stone. It .hall be reasonably free from silt, loam, clay or Organic matter. It sholl be obtained from approved sources. B. Grading. ThR material shall be uniformly graded from are to fine and shall meet the following grading requirement.: Percent by Weight Slew Designation Pausing Square Mesh Slew 1 1/2" 100 1" 90 - 100 No. 4 45 - 65 No. 100 0 - 15 No. 200 0 - 12 2.04 COMPACTED FILL/GRANULAR BORROW A. This material shall be free of shale, cloy, friable material, debris, and Organic matter, graded In accordance with ANSI/ASTM C136 within the following limits: Percent by Weight Steve Designation Passing Square Mesh Sieve 6" 100 3/4" 75 - 100 No. 4 20 - 1DO No. 100 0 - 20 No. 200 0 - 12 2.05 GEOTEXTILE STABILIZATION FABRIC A. This work shall consist of furnishing and placing on approved stobllizatim fabric on a prepared surface within the limits shown on the plans. The fabric shall meet, or exceed the following properties: 1. Grob tensile strength (ASTM D-4632) - 200 lbs. 2. Grab tensile elongation (ASTM D-4632) - 15% 3. Puncture strength (ASTM D-4833) - 120 Iba. PART 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levela, contours, and datum. B. Identify known below grade utilities. Stake and flog 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 control must be installed prior to beginning any earthwork operations. 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated, re -landscaped or regraded and stockpile in areas designated on Bite 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 topooll damp to prevent dust and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded kn accordance with plans. B. Excavate submit required to accommodate building foundations, stabs on grade, site stmetures, construction operations, rood., and parking areas. C. Grade top perimeter of excavation to prevent surface water from draining Into excavation. D. Notify Engineer of unexpected subsurface conditions and discontinue affected work In area until notified to resume work. E. Correct areas over -excavated by error as directed by the Engineer at no cost to the Owner. 3.05 DITCHES A. Cut accurately to the cross-sectlone, 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 com, deposit materials two than three feet from the edge of a ditch. 3.06 EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the slope of the original ground on which the embankments are to be constructed Mall be stepped and properly drained as the fill Is constructed so that adverse movement. of the slopes do not occur. B. Any excavated rock, ledge, boulders. and stone, except where required In the construction of other Items or otherwise directed, shall be used In the construction of embankments to the extent of the project requirements and generally Mall bsexton placed so as to form the base of an embankment. C. Frozen material shall not be used In the construction of embankment., nor shall the embankments or successive layers of the embankments be placed upon frozen material. Placement of material other than rock shall stop when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material Is otherwise acceptable, it sholl be stockpiled and reserved for future use when Its condition Is acceptable for use In embankment& D. When a embankment s bankment is to be constructed a swamp, muck, or a,me of unstable soils, the unsuitablematerial shall be excavated to reach soils of adequate bearing capacity and the embankment begun. Alternative methods, such as use of a stabilization fabric in place of excawtion and bockfill, 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, tree& rubbish, and other unsuitable material shall not be placed in embankments. F. Embankment areas shall be placed in eight -inch lifts. Effective spreading equipment shall be used on each layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of embankment and continuous lowing and manipulating will be required to assure uniform density. The entire area of each layer Mall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of rollers. compactors, or a combination thereof. Eorth-moving and other equipment not specifically manufactured far compaction purposes will not be considered as compaction equipment. G. All fill material shall be compacted at a moisture content suitable for obtaining the required density. In no cave Mall the moisture content In each layer under construction be more than three percent above the optimum moisture content and Mall be leas than that quantity that will cause the embankment to become unstable during compaction. Sponginess, shoving, or other displacement under heavy equipment shall be considered evidence far an engineering determination of lack of stability under this requirement, and further placement of material In the area affected shall be stopped or retarded to allow the materlol to stabilize. H. When the moisture content of the material in the layer under construction is leas than the amount necessary to obtain satisfactory compaction by mechanical compaction methods, water Mall be added by pressure distributors or other approved equipment. Water may also be added In excavation or borrow pits. The water shall be uniformly and thoroughly Incorporated Into the sell by dlec, harrowing, bloding, or by other approved methods. This manipulation may be emitted for sands and gravel. Man the moisture content of the material Is In excess of three percent above optimum moisture content, dry material Mall be thoroughly incorporated Into the wet material, or the wet material shall be aerated by disking, harrowing, bidding, rotary mixing, or by other approved methods; or compaction of the lays of wet material sholl be deferred until the layer has dried to the required moleture content by ewporotion. 3.07 COMPACTION REOUIREMENTS A. All backfills and fills shall be compacted in own lifts (12" maximum) to attain the required densities as follows: Standard Proctor Location ASTM D-698 Subgrode and Gravel for Ronda and Parking Lots 95% General Embankments 90% 3.08 MAINTENANCE A. All earthwork Mould be checked periodically to see that elopes are in good condition. Any rills or damage from erosion and animal burrowing Mould be repaired immediately to amid further damage. If seeps dewlap on the elopes, the area Mould be evaluated to determine if the seep will cause an unstable condition. Subsurface drains or gravel mulching may be required to solve Beep problems. Diversions, berms, and waterwoyw In the land grading wea Mould be checked to see that they are functioning property. Problems found during the Inspections should be repaired promptly. SECTION 02225 - UTILITY TRENCHING AND BACKFILLING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Tranch, backflll, and compact as specified herein and as needed far Installation of underground utilities located 5 feet outside the building.. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced In the necessary crafts and who are completely familiar with the specified requirement. and the methods needed for proper performance of the work of this section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work in a timely manner. C. Comply with requirements of governmental agencies having Jurisdiction. 1.03 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Slew Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Teat Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. FlII and backflll materials: 1. FlII material Is subject to the approval of the Engineer. Material provided can be removed from excavations on site or Imported from approved off -site borrow areas. Materials must be predominantly granular, non-exponelve sell free from porous matter. Organic matter and other clasterlous matter and contain no rocks or lumps over 6 inches In greatest dimension. 2. Rocks having a dimension greater than 2 Inches shall not be placed within 2 feet of the outside of pipe. 3. Cohesionlees material used for, backflll: Provide sand free from organic material and other foreign matter, and as approved by the Engineer. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. 3.02 PREPARATION A. Identify required lines, levels, contours, and datum. 3.03 PROCEDURES A. Existing Utilities: 1. Unless shown to be removed, protect active utility lines shown on the drawings or otherwise made known to the Contractor prior to trenching. If damaged, repair or replace at no cost to the Owner. 2. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered In the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3. If utility service Is Interrupted as a result of work under this section, immediately restore service by repairing the damaged utility at no additional coat to the Owner. 4. If existing utilities are found to Interfere with the permanent facilities being constructed under this .action, Immediately notify the Engineer and secure Instruction.. 5. Do not proceed with dlsruptlon of service or permanent relocation of utilities until written instructions are moolved from the Engineer. B. Protection of persons and property. 1. Barricade open holes and depressions occurring as part of the work, and post warning lights an property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this section. C. Dewatering: The Contractor, at all time., shall conduct operation. so as to prevent the accumulation of water. Ice, and snow In excavations or In the vicinity of excavated meas, and to prevent water from Interfering with the progress and quality of the work. Under no conditions shall water be allowed to rise In open trenches after pipe has been placed. D. Accumulated water, Ice, and snow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be carried out In a manner which will not create o hazard to public health, nor cause Injury to public or private property, work completed or In progress, or public streets, nor cause any Interference In the use of streets and road by the public. Pipes under construction Mall not be used far drainage of excavations. E. Maintain acces. to adjacent areas at all time. 3.04 TRENCHING A. Provide sheeting and shoring necessary for protection of the work and for the safety of personnel. 1. Sheeting and bracing required for trenches shall be removed to the elevation of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe. B. A trench shall be excavated to the required depth and to a width sufficient to allow for joining of the pipe and compaction of the bedding and backf ll material under and around the pipe. C. The completed trench bottom Moll be firm for Its full length and width. D. If Indicated on the plans or directed by the Engineer, poor foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with granular backflll. E. Where pipes are to be placed In embankment fill, the excavation Mail be made after the embankment has bean completed to a height of 3 feet plus the diameter of the pipe above the assigned grade of the pipe. F. Excavating far appurtenances: 1. Excavate for manholes and similar structures to 0 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 excawtion beyond such appurtenances that has not been directed will be considered unauthorized. Fill with sand, growl, or lean concrete as directed by the Engineer, and of no additional coat to the Owner. G. Excavation shall not Interfere with normal 45 degree bearing -play of foundations. H. Where utility rune traverse public property or are subject to governmental or utility company jurisdiction, provide depth, bedding, cover, and other requirements a. set forth by legally constituted authority having jurisdiction, but In no case lees than the depth shown in the Contract Documents. I. Where trenching occurs In existing lawns, remove turf In sections and keep damp. Replace turf upon completion of the backfilling. 3.05 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material Moll be placed to the limits of the excawtion and to a depth beneath the pipe as eP_If.d. This material shall be either send, growl, or crushed stone and shall not contain large lumps and stones over one Inch In diameter. As the pipe I. laid, bedding material shall be extended to 6 Inches above the pipe and lewlsd along the width of the trench. 3.06 BACKFILLING A. Bockfilling shall not be done in freezing weather, with frozen materials, or when materials already placed are frozen. B. Backfill material shall be evenly spread and compacted In lifts not more than 12 Inches thick or as approved by the Engineer. Previously placed or new material. shall be moistened by sprinkling, if required, to ensure proper bond and compaction. C. Trenches which haw been improperly backfilled, enclosed or cared up before it has been approved shall be reopened. Refill and compoct as specified, or otherwise correct to the approval of the Engineer, at no additional coal to the Owner. D. Take special care In bockfilling and bedding operations to not damage pipe and pipe coatings. E. No compacting shall be done when the material Is too wet to be compacted properly. At such times the work shall be suspended until the previously placed and new materials haw dried out sufficiently to permit proper compaction, or such other precautions are taken os may be necessary to obtain proper compaction. F. Backfill material shall be compacted to the following percentages of maximum dry density and the In -place moisture content all etenot be more than 2% above the optimum moisture content, Mas drmined by Standard Procter ASTM D698. 1. Around all atru.t.r", under roadway paving, shoulder and embankments - 95X 2. All other area. - BOX G. Frost Protection: Pipes laid with leas than the minimum cover over the crown and when approved by the Engineer shall be protected against freezing by Installation of rigid Insulation for the width of the trench. Insulation sholl be a minimum of 2 Inches thick with one additional Inch of thickness for every foot of depth of piping lees than 5 feet. The sheets shall be placed 6 Inches above the crown of the sewer after compaction of the 6 Inch IIR immediately above the crown. Care shall be exercised by the Contractor during backflll and compaction over the Insulation. The sheets shall meet the compressive strength requirementa of ASTM D1621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS A. After the trench has been backfilled to above the pipe and has been compacted as specified, check sewers and stormdralns to determine whether displacement has occurred. B. Visually Inspect pipe Installation by flashing a light between manholes or between the locations of the manholes, by means of a flashlight or by reflecting sunlight with a mirror. PLANS PREPARED BY: r CIYIL ENGINEERING ASSOCIATES, INC. P.O. BOX 485 SHELBURNE, VF 05482 602-BBS2a23 FAX 602405-2271 wsa car%aeavtcan APPLIED ECOLOGICAL CONSULTANTS DRAIN ACL CNECIBD DSM "PROM DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: I AND USE PLANNER/ARCHITECT LOONEY RICKS KISS NASHVILLE, IN CML ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT 7RAFFIC ENGINEER TND ENGINEERING OSSIPEE, NH LANDSCAPE ARCHITECT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SOUTH VILLAGE �o Ih Burli nxl Vrr SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT REVISION C. If the Illuminated Interior of the pipe line shows poor SPECIFICATIONS alignment, displaced pipes, or any other defects, correct the defects to the specified conditions and at no additional cost to the Owner. D. A gepryl8+o>e,r�57jIrV 1.et may be JUL 2 7 2010 City of So. Burlington DATE DRAMG NaNBRR MAY, 2008 sr.,. AS SHOWN C-13.8 PROJ. NO. 01243 a) Ln O C� G Q 0 rl M 0 rl C) N ko N '0 V 1 ^w^ ,LL V / I^ V / J H W V 0 J 1 M N t-1 C) M N rl C) T� 0 C) N 4-JJ ^U^'' W .O L 0 Q O 4_J Q Wi SECTION 02439 - STONE FILL PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Stone Fill - Types I, It. Ill, and IV. 2. RID -Rap - Heavy Type, Light Type. 3. Geotextile Fabric. B. This work shall conelat of furnishing and placing protective materials in conformity with the dknenslons, elevations and at the locations indicated In the contract or as directed by the Engineer. 1.02 REFERENCES A. VAOT Standard Specifications, Section 700. PART 2 - PRODUCTS 2.01 STONE FOR STONE FILL A. Stone for stone fill shall be approved, hard, bloated angular rock other than serpentine rock containing the fibrous variety chrysotile (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 two specified so a. to form a compoct mans when In place. Type I: 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 shall haw a leant dimension of four Inches. Type If: The longest dimension of the stone shall 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 ill: 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 shall 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 shall haw a least dimension of 20 Inches. 2.02 RIP -RAP A. Stone for rip -rap shall be approved, rough, unhewn quarry stone, as nearly rectongulcr in section as practicable. The stone shall be hard, sound and resistant to the action of water and weathering. They shall be of a rock type other than serpentine rock containing the fibrous variety chryeotile (asbestos) and suitable In every respect for the purpose Intended. Heavy Type: The Individual stones Mall have a depth equal to the thickness of the course of rlp-rap. At least 75 percent of the volume of the rip -rap, complete In place, Mall consist of stones that have a minimum volume of 16 cubic feet. Light Type: The Individual stones shall have a depth equal to the thickness of the course of rip -rap. The rip -rap, complete In place, shall consist of stones that have a minimum volume of 1/2 cubic foot. 2.03 GEOTEXTILE FABRIC A. Geotextile fabric Moll conform to the requirements of Section 02210 - Site Earthwork. PART 3 - EXECUTION 3.01 PREPARATION A. The area. to be protected shall be constructed and graded to the lines Indicated on the plans or as directed by the Engineer and, If a fill area, shall be compacted. All elope. shall be maintained to the neat lines Indicated on the plans prim to the placing of geotextlle fabric or bedding material, stone fill, rip-rop or elope paving. 3.02 PLACING STONE FILL A. The specified atone fill shall be placed In one course thickness as, shown on the plane In a manner that will result Ina reasonably well graded surface. Care shall be taken In the placing to avald displacing of the underlying material. B. The stones shall be so placed and distributed that there will be no accumulations of either the larger or smaller W... of atone. C. Rearrangement of the stone fill by hand labor or mechanical equipment may be required to obtain the specified results. D. When stone fill and geotextlle fabric are to be placed as, port of an embankment, the protective materials shall be placed concurrently with the construction of the embankment unless otherwise authorized by the Engineer. E. When atone fill and geotextlle fabric Is to be placed under water, method. 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. Base Courses 2. Leveling Courses 3. Finish Course B. General: This work shall consist of one or more courses of bituminous mixture, constructed on a prepared foundation in accordance with these Speclficotlons and the type of 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 are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. All moterlols and Installation shall be In accordance with The Asphalt Institute Manual (MS-4) and the VAOT Standard Specification., 1990. C. Mixing Plant: Conform to State of Vermont Standorde. D. Obtain motwids from some source throughout 1.03 PROJECT CONDITIONS A. Bituminous concrete shall not be placed between November 1 and May 1. Material shall not be placed when the granuler subbase is wet or when the air temperature at the paving site in the shade and away from artificial heat is as follows: Air Temperature Pavement Degree. Fahrenheit Compacted Depth 40 Degrees or below Greater than 1 1/4* 50 Degrees or below Lees than 1 1/4 PART 2 - PRODUCTS 2.01 MATERIALS A. Materials snail be combined and graded to meet the criteria os dented M the VAOT Standard Specifications, Division 700 for Type II (base course) and Type III (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 driven and parking lot. Moll be as shown on the plans, consisting of base course and finish course. D. For pavement reconstruction areas due to trenching, the depth of each course shall 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 Owner. 2.02 TRAFFIC MARKINGS A. Traffic marking paint to be factory -mixed, meeting the requirements of the VAOT Standard Specifications, 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 Section 02210 - Site Earthwork. B. Verify that compacted granular base Is dry and ready to support paving and Imposed loads. C. Verify gradients and Wavations of base are correct. 3.03 PREPARATION A. Matching Surfaces: When a new pavement is to match an existing bituminous Pavement for a roadway or trench, the Contractor shall vertically smooth cut the existing Pavement, over the existing growl bone. The smooth cut shall be thoroughly cleaned and coated with Emulsified Asphalt, RS-1, yet prior to paving. 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 shall be cleaned and Emulelfled Asphalt applied before the next course le applied. B. Also apply to contact surfaces of curbs. C. Coat surface. of manhole and catch basin frames with oil to prevent bond with asphalt pavement. Do not tack coat these surface.. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thickness Identified on the plane. B. 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 even and smooth finish, without roller marks. 3.06 JOINTS A. Joints between old and new pavements or between successive dais work shall be made so as to Insure a thorough and continuous hand between the old and new mixtures. Whenever the spreading process Is Interrupted long enough for the mixture to attain its Initial stability, the paver shall be removed from the mat and a Joint constructed. B. Butt Joint. 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 strolght-edge. The butt Joint shall be thoroughly coated with Emulsified Asphalt, Type RS-1, yet prior to depositing the paving mixtures. C. Longitudinal joint. that haw become cold shall be coated with Emulsified Asphalt, Type RS-1, before the adjacent mot I. placed. If they haw been exposed to traffic, they shall be cut back to a clean vertical edge prior to painting with the emulW.n. D. Unless otherwise directed, longitudinol Joints shall be offset at least 6' from any Joint In the lower courses of pavement. Troneverm Joints shall not be constructed nearer than o e foot from the transverse pints constructed in lower fee. 3.07 TOLERANCES A. The surface will be tested by the Engineer using a 16 foot straight -edge at selected locations parallel with the canterllne. Any wriotions exceeding 3/16 of an Inch between any two contocts 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 OUAUTY CONTROL A. Permit no vehicular traffic on surfaces until thoroughly cool and hard. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within one year of completion of the Contract, such pavement shoal be repaired at the Contractors expense. If the Contractor fails to make such repairs promptly upon receipt of notice to do so from the Owner, than the Owner may make such repairs as necessary and the Contractor shall pay the Owner for all costs Incurred In making such repairs. 3.10 MARKING PAVEMENT FOR PARKING A. Striping - Thoroughly clean the area. to receive striping and locate all striping as indicated on the Contract Plans. All striping shall be 4wide unless otherwise noted. B. Miscellaneous - Provide handicapped symbol. and o8 other miscellaneous signs and symbols as, indicated on, the Contract Plana SECTION 02515 - CURBS AND WALKS PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Concrete Curb. 2. Concrete Sidewalks PART 2 - PRODUCTS 2.01 CONCRETE A. The concrete shall how a minimum compressive strength of 4.000 psi at 28 days and shall conform to the requirements of Cast -In -Place Concrete. 2.02 ADMIXTURES A. Air -entraining admixture shall meet ce exceed ASTM C260. Air content Mall range from minimum of 5% to 75 maximum. 2.03 EXPANSION JOINT MATERIAL A. Expansion joint material shall be premolded 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 material upon which the curb Is to be set shall be compacted to a firm, even surface. All soft and unsuitable material .hall be removed and replaced with suitable material which .hall De thoroughly compacted. B. 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 Mr all be by epoding o other approved methods. Farms Mall be left in place for 24hours or until the concrete has set sufficiently so that they can be removed without Injury to the curbing. Upon remove? 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. Sectime shall be separated by open joints 1/8 Inch wide except at expansion Joints. E. Expansion Joints: Expansion Joints Mall be formed at the Intervals shown on the plane using a pre -formed expansion joint filler having a thickness of 1 4 Inch cut to conform la 9 / to the cross-section of the curb. They shalt be constructed at 20 foot Intervals or as directed by the Engineer. When the curb Is constructed odjacent to or on concrete pavement, expansion Joints Mall be located opposite or at expansion Joints In the powment. F. Backfilling: After the concrete has set sufficiently. the space. in front and back of the curb Moll be filled to the required elevation with layers of not more than six Inches of the same material as the bedding and thoroughly tamped. G. The Controclor Mall protect the curb and keep It in allgnment until the completion of the contract. Each curb which Is damaged at any time previous to flnol acceptance of the work shall be removed and replaced with satisfactory curb at the Contractor's expense. 3.02 CONCRETE SIDEWALKS A. Excavation and Foundation: Excavation shall 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 layers of approximately equal depth Mall be placed and each layer thoroughly compacted so that it Is 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 float. No plastering will be permitted. The edges shall be rounded with an edger having a radius of 1/4 Inch. The surface of the sidewalk, after the floating and screeding process is, completed. Mall be finished with a broom of a type approved by the Engineer, drawn over the surface parallel to the transverse joints Special texturing on sidewalk ramps Mall be Installed In accordance with construction plan detalls. C. Joints: Unless otherwise indicated on the plane or directed by the Engineer, expansion Joints shall be placed every 20 feet. Expansion )Dints Mall be formed around oil appurtenances such as manholes, utility poles and other obstructions extending Into and through the aidewalk. Pre -formed joint filler 1/4 inch thick shall be Installed In these joints. Expansion )Dint filler of the thickness Indicated Moll be Installed between concrete sidewalks and any fixed structure such as, a building er bridge. This expansion pint material Mall extend for the full depth of the walk Between the expansion Joints, the sidewalk shall be divided at interval. of 5 feet by dummy Joints 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 shall be placed between sidewalk and curb for the depth of the aidewalk. D. Curing: During the curing period all traffic, both pedestrian and vehicular, Mall be excluded. Vehicular traffic Mall be excluded for such additional time as the Engineer may direct E. Backfilling: Before the concrete has been opened to traffic, the space on each aide of the sidewalk shall be backfilled to the required Wewtim with suitable material, firmly compacted and neatly graded. SECTION 02700 - WATER SUPPLY SYSTEM PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Pipe Materld. 2. Valves 3. Fitting. 4. All other appurtenances naceoscry to complete the water main system as shown on the Contract Plane. 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessories specified, Indicating compliance with requirements to the Engineer and local municipality. 1.03 QUALITY ASSURANCE A. All materials and the Installation procedure shall be in accordance with the Department of Environmental Conservation. Water Supply Division and the applicable constructlon ordinances of the local municipolity. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish ells, tees, reducing tees, wyes, couplings. Incre7m, crosses, transitions and end caps of the some type and class of material a. the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer as necessary to complete the water system. 2.02 DUCTILE IRON WATER PIPE A. Pipe shall be Tyton Ductile Iron Class 52 (sizes as shown on the plans) conforming to current ANSI/AWWA C151/A21.51 latest revision. Push -on joint pipe shall be minimum thickness Class 52. Push -on joint accessories shall conform to applicable requirements of ANSI/AWWA C111/A21.11. B. Pipe shall be cement mortar lined on the Inside In accordance with ANSI Specification A21.4 except that the cement lining thickness shall not be less than 1/8 Inch. A plus tolerance of 1/8 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. Cost Iron Close 250 pipe fittings shall be allowed In lieu of ductile Iron fittings Class 350. Ductile Iron compact fittings conforming to AWWA C153-08 will be allowed In lieu of full body fitting.. B. All M.J. fittings shall haw mega -lug gland. for additional joint restraint. C. Bolts shall conform to ANSI Specification A21.10. 2.D6 GATE VALVES A. Valves shall be manufactured to meet all requirements of AWWA Specification C509-87. Valves 12 Inches and smaller shall be bubble tight, zero leakage at 200 psi working pressure. Valves shall haw non -rising stems, open counterclockwise, and be provided with a 2 Inch square operating nut with arrow,cast In metal to Indicate direction of opening. Each wive shall haw maker's name, pressure rating and year In which manufactured cast on the body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to twice the specified working pressure. Gate calves shall be Mueller, Dresser or Kennedy. B. Buried valves shall be installed with a wive box. 2.07 VALVE BOX A. Cast Iron New England style elide -type, 5 1/4 Inch shaft, 6 foot trench depth. B. Cover shall be cost Iron, marked 'WATER' and Indicating direction of opening. PART 3 - EXECUTION 3.01 INSTALLATION PROCEDURES A. Installation of all water lines shall be In accordance with AWWA C 600 latest reviafon. B. All pipe and fittings shall be inspected and tested in accordance with the manufacturer's specifications and the aforementioned AWWA Specifications. The Contractor shall furnish for approval certification from the pipe manufacturer that all tests haw been performed with satisfactory results. Pipe shall not be Installed without the Engineer's approval. C. Pipe, fitting., and accessories shall be corefully handled to avoid damage. Prim to the date of acceptance of the protect work by the Owner, the Contractor shall replace any new pipe or accessory found to be detective at any time, Including after Installation, at no expense to the Owner. 0. All pipe showing cracks shall be rejected. If crocks occur In the pipe, the Contractor may, at his own expense and with the approval of the En19lne r. cut off the cracked portlons at a point at least 12 from the visible limits of the crack and use the sound portion of the pipe. E. All pipe and fittings shall be cleared of all foreign matter and debris prior to Installation and shall be kept clean until the time of acceptance by the Owner. F. The pipe shall be laid to conform to the lines and grades Indicated on the drawings or given by the Engineer. Each pipe shall be so laid as to form a close joint with the next adjoning 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 end. of the pipe shall be closed by temporary watertight plugs or by other approved means If water Is, in the trench when work Is resumed, the plug If not be removed until all danger of water entering the pipe has passed. The pipe Mall be Installed in trenches and at the line and grade shown on the Contract Plane. Any deflectlon Joints Mall be within the limits specified by the manufacturer. H. All piping and appurtenances connected to the equipment shall be supported Ina that no strain will be Imposed on the equipment. If the equipment manufacturer's specifications Include that piping loads are not to be transferred, the Contractor shall submit certification of compliance. I. For pressure piping, concrete thrust block. shall be Installed at oil unrestrained fittings and other locations as, indicated on the Contract Plane. Minimum bearing area shall be as shown an the Contract Plans. Concrete shall be 2,500 psi. Concrete shall be placed against undisturbed material and shall not cover Joints, bolts or nuts, or Interfere with the removal of any joint. Wooden side forms shall be provided for thrust blacks. J. Conductivity bonds or wedges shall be Installed at every pipe Joint. K. A minimum separation of 18' vertical and 1V horizontal shall be maintained between the outside of all water and sewer lines unleas a wrlonce la 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 er may be supplied with a water that is, or may be contaminated. M. The Contractor shall take all necessary precautions to prevent flotation of the pipe In the trench. N. All trenching safety standard. shall be in conformance with all applicable State and Federal guidelines. The Contractor shall be solely responsible for any safety citations by State or Federal Inspectors. 3.02 SETTING OF VALVES AND FITTINGS A. Valves. fittings, plugs, and caps Mall be set and joined to pipe in the manna specified above for laying and Joining pipe. B. Valve boxes are to be installed on all buried valves. The boxes Mall be cast Iron with a minimum 5 1/4' diameter and long enough to extend from the wive to finished grade. The boxes shall enclose the operating nut and stuffing box of the wive.. Valve boxes shall not transfer loads onto the wive. C. Covers shall be close fitting and dirt tight with the top of the cover flush with the top of the box rim. Covers shall be marked 'WATER' with an arrow Indicating the direction of opening. 3.04 DISINFECTION A. Disinfection of the pipeline shall be directed by the Engineer and costs for all water, materials, equipment and labor to perform the required testing shall be at the Contractors expense. AWWA Standard C-651 (latest revision) shall be used as a basis for the dlalnfectlon process. All disinfection/ testing shall be completed by an Independent third party unless otherwise approved by the Engineer or local municipality. B. The Engineer will require as minimum: 1. Complete flushing of the pipeline to wash out all dirt, debris, etc. which may haw accumulated In the pipeline during construction. 2. Following flushing (to clean clear water), the Contractor will add chlorine to the entire pipeline volume of water such that the water will haw not less, than 25 mgA free chlorine, and let the mixture set for at least 24 hours. 3. After the 24 hour duration, the water In the pipeline shall be tested for residual free chlorine and muat contain a minimum of 10 mgA chlorine. If less than 10 mgA are found, then the disinfection procedure shall be repeated until at least 10 mgA chlorine residual Is Indicated by teat. 4. Upon successful completion of the steps abovethe pipeline shall be flushed again until the chlorine concentration in the pipeline is no higher than that prevailing in the supply system. After this final flushing and before the pipeline Is placed In service, bacteriological samples shall be collected on two consecutive days, and submitted to the Vermont Health Department for analysis. If the Initial disinfection folio to produce sample. which pass the Vermont State Health Department requirements for potable drinking water, then the process shall be repeated until satisfactory results we obtained. Upon satisfactory results by the Vermont State Health Department. the pipeline may be placed in service. 3.05 PRESSURE AND LEAKAGE TESTS A. The Contractor shall furnish all gouge., testing plugs, caps and all other necessary equipment and labor to perform leakage and pressure tests In sections of on approved If length. Each valved section or a maximum length of 1,000 feet of pipe Mall be tested. The Contractor shall provide at his own expense any additional tape to the water line necessary to perform the pressure and leakage lest between valves. All disinfection/testing shall be completed by an Independent third party unless otherwise approved by the Engineer or local munlcipality. B. All water required for testing shall be potable. All testing shall be conducted In the presence of the Engineer. C. The Contractor shall make the necessary provisions to tap the pipe at the high point to release all air and shall plug some after completing the test. Hydrants or blowoffs located at high points may be used for air release In lieu of taps If approved by the Engineer. D. Far the pressure lest, the Contractor Mall develop and maintain for two hours 150% of the working pressure or 200 psi, whichever Is greater. Failure to hold 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 L= SD 7.400 Whichever Is leas P 0.5 S - Length of Pipe Testing L = Allowable Leakage in Gal/Hr D Nominal Diameter of Pipe ) P Average Test Pressure (psi N = Number of Joints in the Pipeline Tested All testing shall be conducted In accordance with AWWA C600 (latest revision). Should any section of pipe fall either the pressure or leakage test, the Contractor shall do everything necessary to locate and repair or replace the defective pipe, fitting. or )Dints at no cost to the Owner. PLANS PREPARED BY: f CIVIL ENGINEERING ASSOCIATES INC, P.O. BOX485 SHELBURNE, VF 05482 8a2-1X52a23 FAX'.021JRri2S71 wee: xwwcer Kcan APPLIED ECOLOGICAL CONSULTANTS DxAWN ACL DSM APPROVED DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: LAND USE PL AOVERIARCHI7ECT LOONEY RICKS KISS NASHVILLE, TN CML ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VF TRAFFIC ENGINEER TND ENGINEERING OSSIPEE, NH LANDSCAPE ARCH17ECT LAND -WORKS MIDDLEBURY, VF PROJECT TITLE: SOUTH VILLAGE I h B, r l i nxr y..r SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT ECEIVED JUL 2 7 2010 'Of So. Buffington DATE I CRICKED I REVISION SPECIFICATIONS DATE DRAWING NUMBER MAY, 2008 c .r. AS SHOWN C-13.9 PROJ. NO. 01243 PLANS PREPARED BY: SOUTH BURLINGTON WATER DEPAR"rN0-'M NOTES. 1 All domestic -res and lire sprinkler systems that are connected m the public water system shall be protected with a backllow prevention assembly, and an appropriate thermal expansion svatem in compliance with the Ordinance for the Control of Crag Connections Within the Water Se wan of the City of South Burlington, henceforth the "Backtlow Ordinance." Please contact this department for more information on backllow protection devices. 2 Access most be pmvided to the Department for those curb stops and gate valves located outside the City ROW for disconnecting service to delinquent accounts provided that the City of South Burlington follows the requirements set forth in State Statute Title 24 V. S.A Chapter 129, Uniform Water and Sewer Disconnect 3. Eight-mch Ductile lom (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 feat (6') to the top of the pipe 4. All hydrants shall meet the aforementioned specifications, and a hydrant flag shall besupplied with each hydrant Hydrant drains shall have all drains plugged Poor to installation 5. No underground utility Imes or stmctum, shall be installed within four feel (4') from the water main on either side, fmm the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer lines as stated in the above referenced Specification. Trees shall not be placed over any water main or service line, nor placed within twenty feet (20) of any appurtenance, including fire hydrants. 6. Separeuon between the water main and service tine and nearby sanitary and ,torn sewer tin. shall comply with the VT WSR requirements and the above referenced Specifications. 7 The South Burlington Water Department ordinance states that "All water Imes and appurtenances not located in the City right-of-way, or public grounds shall be conid... d private pursuant to the ouhmince and others of the City," and, g "The Department shall not maintain any water lines that have not formally been accepted by the City, except in subdivisions that arc designed to Department Specification, and are intended to be a pmd," and, 9. "AID water lines and appurtenances hicated within an area so designated as restricted or pnvate by the developer shall be considered private " 10 At thus limo private lire hydrants are assessed a $100 per hydrant annual fee, and sprinkler systems arc assessed a $30 annual fee I i Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and hacktlow protection. 12 The SBWD shall be sent any future hard copy plan involvtng this project for re w Future plans must include details and is- icatlons as required in the above referenced Speciticatmmi 13 The SBWD shall be notified prior to buckfilbng to inspect all joints, fittings main line taps, appurtenances, water line crossings, and testing 14. The polyetheylene pipe encasement and installation shall confirm to current ANSUAWWA C 105/A215 SP-11 anon, 15 A hard copy act of As Built, as well as one electronic copy in Auto -CAD dog Version 14 Format or newer shall be Supplied to this department upon completion of the water system improvements. SECTION 02725 - DRAINAGE PART 1 -- GENERAL 1.01 SUMMARY A. Section Ind der 1. Drainage p ipe and appurtenances. 2. Drainage structures. B. Related Section.: 1. Section 02225 - Utility Trenching and Backfilling 1.02 SUBMITTALS A. Manufacturers technical data for. 1. Pipe and appurtenances. 2. Structures PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Furnish ells, tees, reducing teas, wyes, couplings. Increasers, crosses, transitions and and cope of the same type and class of material as the eondult, or 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 Plan. 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 fitting. SDR 35. 2. Corrugated Polyethylene pipe and fittings (smooth interior) mwting the requirements of AASHTO M-294 and M-252. 2.03 CONCRETE STRUCTURES A. ASTM C478, sized as indicated. 2.04 METAL ACCESSORIES A. Manhole frames and covers: 1. Cray coat iron, ASTM A48, as shown an plans. PART 3 - EXECUTION 3.01 INSPECTION A. Examine the areas and conditlons under which storm sewer system work Is to be Installed and notify the Engineer In writing of conditions detrimental to the proper and timely ompletlon of the work. Do not proceed with the work until unsatisfactory conditions 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 utilities shall be repaired promptly at no additional cost to the Owner. 3.03 PREPARATION A, Hand trim excavatim (where necessary) to required elevations. Correct over -excavations with fill material. B. The slopes shall be graded to match the grade as shown on the plans. Where required, and sections shall be placed and backfilled to prevent undermining. C. Remove large stones or other hard matter which could damage drainage structures or Impede coneletent backfilling or compaction. 3.04 INSTALLATION OF PIPE A. Pipe shall be Installed in accordance with Section 02225 - Utllity Trenching and Bockfilling. 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 tope 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 shown on Contract Plans. SECTION 02730 - SANITARY SEWER SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Gravity Sewer Pipe B. Related Section.: 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 requirement.. 1.03 QUALITY ASSURANCE A. All sanitary sewer materials and construction of same shall be as shown on the Contract Plans and shall meet the requirements of the State of Vermont Agency of Natural Resources (Department of Environmental Conservation) and the Public Work. Standards and Spxlficotlane of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish ells, tees, reducing taw, wym, coupling.. Increasers, crosses, transitions and and caps of the some type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer to provide a complete and operable system. 2.02 PVC GRAVITY SANITARY SEWER PIPE A. PVC sewer pipe shall confomo in all respects to the latest revision of ASTM Specifications D-3034 or F679, Type PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fittings. SDR 35 pipe. All pipe and fittings shall be dearly marked ae follows: - Manufacturers Name and Trademark - Nominal Pipe Size (as shown on plane) - Material Designation 12454-C PVC - Legend 'Type PSM STIR 35 PVC Sewer Plpe' or 'PS 46 PVC Sewer Pipe Designation ASTM D-3034 a F679 B. Joints shall be push -on type using alastomerlc gaskets and .hall conform to ASTM D-3212. The gasket. shall be factory Installed. The pipe shall be famished 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, saddte-type connections will not be considered acceptable. PART 3 - EXECUTION 3.01 GENERAL A. Care shall be exercised by the Contractor to avoid 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 dom age. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. C. Installation of pipe shall be in accordance with Section 02225 - Utility Trenching and Backfilling and as specified by this -if-. 3.02 BEDDING FOR PIPE A. The bedding material shall be shaped to fit the pipe fa a depth of not lees than 10 percent of Its total height and .hall have recassis 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 pipe shall be in contact with the shaped bedding throughout Its full length. Bell or grooved ands of rigid pipes and the circumferential laps of flexible pipe shall be placed facing upstream. C. All pipe and fittings shall be carefully examined fa defects and no pipe or fittings shall be laid which are known to be defective. If any defective place Is discovered after laying, it shall be removed and replaced at the Contractors expense. NI pipes and fittings shall 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 shall be so laid as to farm a close joint with the next Z oning 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 end. of the pipe shall be closed with temporary watertight plug.. If water Is In the trench when work le resumed, the plug shall not be removed until all danger of water entering the pipe Is eliminated. 3.04 GRAVITY SEWER PIPE TESTING A. The Contracta shall provide all necessary equipment and instrumentation required fa proper completion of the flushing and testing. Duality of water, test procedures, and method of disposal of water shall be approved by the Engineer. Prior to leading. flush with water to remove construction debris. B. All tests shall 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 shall be conducted In accordance with the following procedures: 1. Each end of the test section shall be plugged, capped and braced. Necessary safety precautions shall be taken to prevent blowout. and possible Injury. 2. An air hone shall be connected to a topped plug used for on air Inlet. The hose will be connected to the air control equipment, which shall Include valves and pressure gauges. These shall allow air to enter the sewer test line, monitor air pressure in the sewer, shut off Jr. 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 pshh. 3. The air compressor and air 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 psig shall be maintained for at least five minutes to allow the temperature to stabilize. A check for 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 record the time Interval for the test line pressure to drop from 3.5 psig to 2.5 psig. 7. If the groundwater table is above the pipe, increase above test pressures 0.5 psig for each foot the groundwater is above the Invert of the pips B. The requirements of this specification shall be considered sotiered if the time required In seconds for the pressure to decrease from 3.5 to 2.5 psi greater then the average back pressure of any groundwater that may submerge the pipe is not lass than that computed according to the following table: Minimum Test Time for Various Pipe Sizes Diameter (Inches) Time (Sec./100 Ft.) 4 16 B 45 6 75 10 90 12 110 Minimum Test Period - 1 minute RECEIVED JUL 2 7 2010 City of So. Burlington r CIYIL ENGINEERING ASSOCIATES. INC. P.O. BOX 465 SHELBURNE, Vr 05462 19229852323 FAX Sa2-0BS22r1 wab: wwwcaeM.cwn APPLIED ECOLOGICAL CONSULTANTS Den4N ACL _c® DSM APP1t - DSM APPLICANT SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: LAND USE PLANNERIARCHI7ECr LOONEY RICKS KiSS NASHVILLE, TN CML ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT TRAFFIC ENGINEER TND ENGINEERING OSSIPEE, NH LANDIS04PE ARCH17ECr LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SOUTH VILLAGE Sot ,h ❑t rli rx, Ve SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT RJmS10N SPECIFICATIONSI DATE ORalms. NaYB.. MAY, 2008 AS SHOWN C-13.10 PHOr. No. 01243 ASPHALT 5HINGLE5 n- AIKEN STREET ELEVATION RECEIVE® JUL 2 7 2010 City of So. Burlington INNOVATIVE DESIGN, INC. D.I. 01-21-10 SOUTH VILLAGE 8 CARMICHAEL STREET, SUITE #104 sw 1/8' =I•—O. SPEAR STREET t ALLEN ROA' ESSEX JCT., VT. 05452 Dm— By: SOUTH BURLINGTON, VER110NT PHONE: (802) 872-8430 FAX: 872-8347 Snort nec EMAIL RMOUFRESOSOVER.NET °"' "°'"' ELEVATIONS z '��---REAILRELEVATION ll� 1/8" = 1-0" ASPHALT LES F= Fm 0 mai A 11-1101 inL 11 fLA IIIsioHc RECEIVED GARAGE ENTRY SIDE ELEVATION SIDE ELEVATION JUL 2 7 2010 City of So. Burlington INNOVATIVE DESIGN, INC, 8 CARMICHAEL STREET, SUITE 0104 ESSEX JCT., VT. 05452 PHONE: (802) 872-8430 FAX: 872-8347 EMAIL: RMDUFRESOSOVER.NET "." 01-21-10 Pr.jct Ili— SOUTH VILLAGE SPEAR STREET i ALLEN ROAD SOUTH BURLINGTON. VERMONT Sheet NI A2,2 1/8" =1'-O" Dr— By. Sheet THIIII, ELEVATIONS Fil. N.— ABG(180) CM(3) r LANDSCAPING LEGEND Ce, PROPOSED DECIDUOUS TREES l—� PROPOSED EVERGREEN TREES PROPOSED MULTI -STEM AND FLOWERING TREES C= PROPOSED DECIDUOUS SHRUBS m PROPOSED PERENNIAL AND HOSTA MIX Vb PROPOSED EVERGREEN SHRUBS RECEIVED JUL 2 7 2010 City of So. Burlington 2 . Cary ScierdAlc Name Cadman Name Size Spec EaiSY NOYa 1 AG ACER gnseum Paperoah M1Yple 1B'HL %B tlump.3 sYma AG AAE IWCHIER xgreMHon Apples _-m Uunae m BBS X dump,B-]slams 3 CM CORN US mas DanMlen CaenY 8'HL BBB X dump.3dsbms GTIS GLEDITSIAIJ.'SWW Shpina Howyo<usl 25'Cel. .. JC JU_S.__ Buwrnul 2.5"Cal, BBB X 2 AiJ MSLUS'Full' ruing Apple 3.5'Cal, BBB X 2 BTBC —.S1BLInYBM1' IBLI hFV ,g Apple 2.5"Cd. BBB X 1 PG1 PICEAglauw 1M1TIb Spruce I0'Ht. BBB 1 PG2 PICEAgleura Wnlb Sprun 2'HI. BBB 2 PIe P1.1 x—.1. Bamen Peer 2.5'Cal. BBB 1 P16 p,. xSadbl' SackelPwr 2.5"CeI. BBB 1t R OUERCUS man . k 2.5'Cel. B68 TOE 1HU.WprndenYlb'Ememm' Emerald NWmab 5 I BSB I30'O.C.malnYln al Sfi'nl. _ A I snm Ic -------------------------- ' �.I -- —--——— — — — — —— — — — — — — — — — — — — — — — — L—————————————————— — — — — �J landscape architects a planning consultants 301 college street a burington a vend a 05401 802 e858 e3555 lltlpJA W W.1lboyle.IXXLI Qy. Cad ScieMds: Name Canmm Nema Size Spec Notes 5 AM MEVNCHER a. —Aspen! Regem Serwoeaerry 36" Coco. 11 p'O.C. 2 AaB .014 araunble 9nlliwnaeime' Bd tint Rea CMwaerry 5'HI. BBB B CORNUS be ey Ba ay Dogwood Conl. X pB PRUNUSas Ha B a " Con! X TOL, 150 ftBS RISES aSeBM' BeS—x Black Cu"nl 36"HI Co. X to RHR RIBEHnomekRed Hnnomak Red Gooseb6l 'HI. Coco. X B RA RUBUSNapano' 30'HI. Con. 1L B RD 0.UBUS Oamow' Dermw 30 HL cool x 13 TM TMSxm.Dane Hprmis Ewr ow Yew 30 HI. BSB 3.5'OC. 10 T. —Sxm. Esedow' EreMwVew 30"W. BSB 4'.3'0.0. Pemnn ab Ot . Cod Sciemi{ic Name Canmm Neme Size Spec Npfes 10 HSD HEB£RGCCALLIS' Stilled bo' N2 Conl. PM P—nnlal B H.-Mx TO BE DETER—ED b rnW_ TOC b — as shown Lot 4A Planting Plan L Perenelaie Qf . Code ScienfiAc Name Common Name Size Spec Notes 4 1 HSD HEMEROCCPLLIS' SWIIa d Oro' q2 Com. PM Perennial&Hosla Mx ZR2 Conl. TORE DETERM M 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 LANDSCAPE ARCHITECT OR EQUAL. 11. ALL PLANTS SHALL BE INSTALLED AS PER DETAILS AND THE CONTRACT SPECIFICATIONS. 12. STAKING PLANTS IS AT THE DISCRETION OF THE CONTRACTOR. ONLY STAKE PLANTS AS SPECIFIED BY LANDSCAPE ARCHITECT. 13. THE LANDSCAPE CONTRACTOR SHALL PROVIDE AMENDED BACKFILL AS PER THE CONTRACT SPECIFICATIONS. 14. 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. 15. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 5. PLANTS SHALL BE INSTALLED SUCH THAT THE ROOT FLARE IS AT OR 16. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE PLANT LIST FOR SLIGHTLY ABOVE FINAL GRADE (DUE TO NURSERY PRACTICES THIS MAY SEASONAL REQUIREMENTS RELATED TO THE TIME OF PLANTING. REQUIRE REMOVING SOIL FROM THE TOP OF THE ROOT BALL TO LOCATE THE ROOT FLARE. 6. ALL PLANTS SHALL BE BALLED AND SURLAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS 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 SURFACE IN TWO VERTICAL LOCATIONS. B. 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. LANDSCAPE ARCHITECT MAY REQUIRE ALL PLANTS BE SPRAYED WITH AN ANTIDESSICANT 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 PLANT BEDS MUST HAVE A MINIMUM PLANT BED DEPTH OF 18" WITH A 213 TOPSOIL TO 1/3 COMPOST MIX. REMOVE SUBGRADE AND OTHER FILL IN PLANTING AREAS ON SITE. EXISTING GRADE S MIN, P 1 24' 3 TIMES DIAMETER OF ROOT BALL DECIDUOUS TREES < 3" CALIPER ON SLOPE LoD NTS PRUNE DAMAGED OR BROKEN BRANCHES. 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). USE IF NECESSARY. 12' %T HARDWOOD STAKES W HEIGHT OF TREE OR MIN. OF TT. ALLOW FOR A DEPTH OF 1T BELOW UNDISTURBED GRADE. (STAKING TO BE REMOVED ONE YEAR AFTER PLANTING,) ROOT FLARE SHALL BE PLANTED AT OR BLIGHRY ABOVE FINAL GRADE (CUE TO NURSERY PRACTICES. THIS MAY REQUIRE REMOWNG SOIL FROM THE TOP OF THE ROOT SALL TO LOCATE THE ROOT FLARE). 2'-3- FINE CHIPPED SARK MULCH, NOT MORE. DO NOT PLACE MULCH DI RECTLY AGANST TRUNK. 2' EARTH SAUCER. /— SCkR1FYSUBGRADET04'. AMEND BACKFILL AS SPECIFIED, BREAKUP CLODS AND REMOVE DEBRIS AND STONES. CUTS REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH IS UNDER THE ROOT BALL. LEAVE NO BURLAP EXPOSED ABOVE THE SOIL SURFACE. REMOVE BURLAP FROM THE TOP V2 OF ROOT BALL IF BURLAP IS MADE OF NATURAL FIBER. IF BURLAP IS PLASTIC OR TREATED, CUT AND REMOVE ALL BUT THAT WHICH IS UNDER THE ROOT BALL. 2'-3 FINE CHIPPED BARK MULCH, NO MORE. DO NOT COVER FOLIAGE. REFER TO SPECIFICATIONS. 18' MINIMUM PLANT BED DEPTH CONTAINING 2/3 TOPSOIL AND 1/3 COMPOST MIX. UNDISTURBED OR COMPACTED SOIL. ° ) TYPICAL PLANT BEDIPLANTING AREA DETAIL LXzz NITS EDGE LAWN PER PLAN, V REVEAL MAX 3' MAX. LAWN 2'-3 FINE CHIPPED BARK MULCH, NO MORE. DO NOT COVER FOLIAGE. REFER TO SPECIFICATIONS. I 6 18' MINIMUM PLANT BED DEPTH CONTAINING 2/3 TOPSOIL AND }Y+F 1/3 COMPOST MU(. E` • ' UNDISTURBED OR COMPACTED SOIL. i / \ TYPICAL PLANT BED/PLANTING AREA DETAIL NTS PRUNE TO REMOVE DEADWOOD 8 CROSSING BRANCHES USE WIDE BELT TYPE TIES ON EACH MAJOR STEM.ALL MAJOR STEMS SHOULD BE BELTED TOGETHERMO NOT USE ROPE OR WIRE IN HOSE SLEEVES. ROOT FLARE SHALL BE PLANTED AT OR SLIGHTLY ABOVE FINAL GRADE (DUE O 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 STEMS. 2' EARTH SAUCER 2' X 2" X 1W 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 4", UNDISTURBED OR COMPACTED SOIL MOUND. CUT 8 REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH IS 3 nMEa UNDER THE ROOT BALL. LEAVE NO BURLAP EXPOSED ABOVE THE DIAMETER OF SOIL SURFACE. REMOVE BURLAP FROM THE TOP 112 OF ROOT ROOT BALL BALL IF BURLAP IS MADE OF NATURAL FIBER. IF BURLAP IS PLASTIC OR TREATED, CUT AND REMOVE ALL BUT THAT WHICH IS UNDER THE ROOT BALL. / ° \ MULTI -STEM PLANTING 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 O SLEEVES. , A REUSABLE PLASTIC TREE WRAP (TO BE REMOVED ONE YEAR AFTER f✓ 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 THE ROOT FLARE). II 14 v Cvl f ' 2'-3' FINE CHIPPED BARK MULCH, NOT MORE. DO NOT PLACE MULCH DIRECTLY AGAINST TRUNK AMEND BACKFILL AS SPECIFIED, BREAK UP CLO05 AND REMOVE DEBRIS AND STONES. EARTH SAUCER -T DEPTH EXISTING — SCARIFY SUBGRACE TO Y GRADE T X T X IW HARDWOOD STAKES-3 PER TREE-2 ON UPHILL SIDE. / • CUTSREMOVEALLOFTHEWIREBASKET,E%CEPTTHATWHICHIS UNDER THE ROOT BALL. LEAVE NO BURLAP EXPOSED ABOVE THE SOIL SURFACE. REMOVE BURLAP FROM THE TOP 120E ROOT BALL IF BURLAP IS MADE OF NATURAL FIBER. IF BURLAP IS PLASTIC OR TREATED, CUT AND REMOVE ALL BUT THAT WHICH IS UNDER THE 3TIMrs ROOT SAUL. _ DIAMETER OF ROOT BALL SLOPED PLANTING AND DECIDUOUS THE ES AND DECIDUOUS TREES> 3" CALIPERPLANTING 3" CALIPER LIX% NTS • PRUNE DAMAGED OR BROKEN BRANCHES. 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 STAKES 1/3 HEIGHT OF TREE OR MIN. OF V. ALLOW FOR A DEPTH OF 12" BELOW UNDISTURBED GRADE. (STAKING TO BE REMOVED ONE YEAR AFTER PLANTING.) INSTALL STAKES PLUMB. yyy 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 THE ROOT FLARE). -.y3LrK�A� 2"- 3" FINE CHIPPED BARK MULCH, NOT MORE. DO NOT PLACE MULCH DIRECTLY AGAINST TRUNK 2" EARTH SAUCER. WMIN. AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES. I SCARIFY SUBGRADE TO 4". UNDISTURBED OR COMPACTED SOIL MOUND. 3 nMEs CUT 8 REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH DIAMerER of IS UNDER THE ROOT BALL. LEAVE NO BURLAP EXPOSED ABOVE ROOT BALL THE SOIL SURFACE. REMOVE BURLAP FROM THE TOP 112 OF ROOT BALL IF BURLAP IS MADE OF NATURAL FIBER. IF BURLAP IS PLASTIC OR TREATED, CUT AND REMOVE ALL BUT THAT WHICH IS UNDER THE ROOT BALL. / 4 \CONIFEROUS PLANTING NTS PLANT 2' FINE CHIPPED BARK MULCH, NO MORE. DO NOT COVER FOLIAGE. 2/3 TOPSOIL AND 1/3 COMPOST MIXER. SEE PLANT SPECIFICATION FOR DEPTH OF SOIL MIX. UNDISTURBED OR COMPACTED SOIL. RECEIVED 3 TYPICAL GROUNDCOVER PLANTING LDDc NTS 2010 2 SHRUB PLANTING Lzxx NTS City of So. Burlington PRUNE TO REMOVE DEADWOOD S CROSSING BRANCHES. TOP OF ROOTSALL TO BE SAME HEIGHT AS PREVIOUSLY GROWN. T FINE CHIPPED, PINE BARK MULCH, NOT MORE. GO NOT RACE AGAINST PLANT STEM. T EARTH SAUCER AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES. REMOVE BURLAP FROM TOP 141 OF ROOTBALL, NEVER LEAVE BURLAP EXPOSED ABOVE SOIL IF CONTAINER GROWN, REMOVE POT COMPLETELY. LOOSEN ROOT MASS TO PREVENT GIRDLING. UNDISTURBED OR COMPACTED SOIL MOUND. PRUNE DAMAGED OR BROKEN BRANCHES. 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). 3T XT HARDWOOD STAKES 113 HEIGHT OF TREE OR MIN. OFTT. ALLOW FOR A DEFTH OF 1T BELOW UNDISTURBED GRACE. (STAKING TO BE REMOVED ONE YEAR AFTER PLANTING.) INSTALL STAKES PLUMB. 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 THE ROOT FLARE). 2'4F FINE CHIPPED BARK MULCH, NOT MORE. DO NOT PLACE MULCH DIRECTLY AGAINST TRUNK T EARTH SAUCER AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES. SCARIFY SUBGRADE TOY .TIMES I CUTS THE REMOVIEOOT ALL OFTHE WIRE BASKET,VENOBURLA EXPOSXCEPT DABONIE HIS DIAMETER OF —LT UNDERTHEROOVE BURLEAVENOBURLAP IROSEDABOALLIF SOIL ROOT BALL SURFACE. REMOVE BURLAP FROM THE TOP 1/Y OF ROOT BALL IF BURLAP IS MADE OF NATURAL FIBER IF BURLAP LR PLASTIC OR TREATED, CUT �� AND REMOVE ALL BUT THAT WHICH IS UNDER THE ROOT BALL. / � \DECIDUOUS TREES <3'CALIPER L. NTS T. J. Boyle Associates, LLC REv191oN DATE ds CIS 07/26/2010 South Villae landscape architects .planning consultants a 4J T n O O 301 college street . budington . vemwnt . 05401 802 .658 .3556 httP_1/ w #boyl.. mjb Fn.Pme _ as shown Lot 4 Planting Details LG -- - - GENERAL NOTES: 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not Incorporated Into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as -built plans (with ties) for all underground utilities. Thom plans shall be submitted to the Owner at the completion of the Project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or indirect result of the construction. 5. All grassed areas shall be maintained until full vegetation is established. 6. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. 8. it the building Is to be sprinklered, backllow prevention shall be provided In accordance with AWWA M14. The Site Contractor shell construct the water line to two feat above the finished floor. See mechanical plane for riser detail. 9. The Contractor shall submit shop drawings for all items and materiels Incorporated Into the site work. Work shall not begin on any Item until shop drawing approval is granted. 10. In addition to the requirements satin these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any kxal Public Works Standards. 11. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 12. Any dewatering necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractor's responsibility. 13. The Contractor shall coordinate all work within City Road R.O.W. with City authorities. 14. The Contractor shall install the electrical, cable and telephone services in accordanco with the utility companies requirements. 15. Existing pavement and tree stumps to be removed shall be disposed of at an approved off-sito location. All pavement cuts shall be made with a pavement saw. 16, If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. SOUTH VILLAGE Phase 1 B Construction Documents 1840 Spear Street SOUTH BURLINGTON, VERMONT PLANS PREPARED BY: C CIVIL ENGINEERING ASSOOA71L ING 10A UME DVEINIANE, SOUDfBIA WBR)N, VT WM soaser-zve - eR aef 1 saD: s rw.c..,cuner owex ACL DSM APPROV® DSM APPLICANT: INDEX OF SHEETS: SOUTH VILLAGE CIVIL ENGINEERING PLANS COMMUNITIES, LLC. C1.0 OVERALL SITE PLAN S1.3 SUBDIVISION PLAT _ L-2 LANDSCAPING PLAN C1.1 IMPROVEMENTS PLAN C1.2 LAYOUT PLAN- C1.3 EXISTING CONDITION PLAN - C2.0 GRADING & DRAINAGE PLAN A16n Rosdr4 WRAP_ r+ C3.0 OVERALL UTILITY PLAN C3.1 HATER & SEWER PLAN 1 -/ C3.2 ELECTRIC & GAS PLAN �G C4.0 ROAD SECTIONS t 1-0CAl10N MAP C4.1 ROAD PROFILES NOT TO SCALE C4.2 ROAD PROFILES C4.3 ROAD PROFILES PROJECT TITLE: C4.4 BIKE PATH TYPICAL C4.5 ROAD SECTION & DETAILS C5.0 STORMWATER DETAILS C5.1 STORMWATER DETAILS SPEAR STREET AND C6.0 WATER DETAILS ALLEN ROAD C6.1 SEWER DETAILS SOUTH BURLINGTON, VT LEGEND C7.0 EROSION CONTROL PLAN C7.1 EPSC SPECIFICATIONS E= CAP C7.2 EPSC DETAILS WATER SHUT-OFF C7.3 EPSC DETAILS HYDRANT C8.0 SITE DETAILS ® GATE VALVE C8.1 MISC. DETAILS C9.0 SPECIFICATIONS -G- GAS -W- WATER C9.1 SPECIFICATIONS -SS- SANITARY SEWER C9.2 SPECIFICATIONS -•-ST-•- STORM DRAINAGE C9.3 SPECIFICATIONS -•-UD--- UNDERDRAIN -E - ELECTRICAL CBEOIQe BR5-M RECEIVE -25 0-23-I DSM/IiQ R((ENSED�OLOTS 35-3a$$ 1-1F-1,1 RIC/Af1 1 Fq OT 23N SETTTS5B/ACK SRE&REMENT. 2 A. I9-32. 35E �0 AND 44, 23, NOV 15 2013 OVERALL City of So. Burlington SITE PLAN DRARNiG N01®®1 LAST REVISED DUNE, 2013 OCT. 25, 2013 - 1' - 100, P113-C1.0 PROD. No. 01243.08 �5VS s m •� 20' ACCESS EASEMENT SERVING � y soev,u-W 1 f I MASTER HOMEOWNERS ASSOCIATION DRAINAGE EASEMENT NOTE / IRrs rcR ee (n \ I 'I saA� s roe'taw NOTE 1: INDICATES STORMWATER MAINTENANCE y I i 104.83 AC. ll FASMNT esDo- yN' O W { (NATEIm) �-- -� EASEMENT (TYPICALLY 20' WIDE) CENTERED ON cmo NORTH Ryl 1 O I (� NOTE I) SUBSURFACE DRAINAGE COMPONENTS I VT. CODRD., SYSTEM 1803 i W ml / w L4 I FROM CPS OBSERVATIONS $ j 0.22 AC. ws'IS'DYw 1 0.28 AC. 'A �I (i) / - s - - -T Neax SSE / (n II SDSSYM•W •141-(t��J J / /- L-.-NOSSY44•E S 0a'S3'N• W SDa N "Y f SDB53'44'W I L >',a'2623 J ew'-. mew] - -I �7t.ta-.� u -uos-ge.os'- r ak. 48.11 C�44 Sa 20' WATER MAIN/ JE / 1 1 118 1 EASEMENT TO CI 0.23 uc j I 54 55 g 57 �I 8 ``� I i 60 w IBa.et ACRI>8 Q/ coNVEYED To cIn/ ro i- 1O i/oOaRR . o.1e Ac. o. AC 9 0.17 ec. Io.zoAc. / / / / 22 ��j (n 9- (n ^ 17 1 r o.17 AC. Ala �Ig w (1) 0.18 AC. STORMWATER EASEMENT w tl0� ra> L I Ai 8/- I ro I (n I. I I (n I ro TO BE CONVEYED 0.20 ACRES 1 .I I I I - (\f/ TO an r 8 wz4yT.i� �.J ro J L_ -.- J �._ -.J �._.-:-.J.J L._. _ L }wM. .J L •bL L - _ . _� aa.a5' N0631N•E NOes]'M'E ba.o • aess .I R 3.. MAIN Lr•laew SITE ENUIN'EEK: I o IA %1$ m50 l CIVIL ENGINEERING ASSOCIATES. INC. ,;:�,,rrero v,aw Lena, Sow, au,rnproo, yr os4oa BOZA9429x9 fAM MIO2dlFAP)1 wll: ww+rwwLlam 4 i DMwN sl ACL DSM I APT'•mv® TRC 1 OWNER: 1 ONAINADE EASEMENT "'IN, SOUTH JEFFERSON Flo (SEE 1) p3 R-xe0.00 13e � / / 1 Uw gp (� "°" 1) L xa,D SOUTH VILLAGE N183e 41 xa,a E N°g'>tT� NISsSw•E Ni3Y \ LTI-FAMILY DEVELOPMENT / off• _ STORMWATER \ i---�\ RIGHTS DEFERRED PENDING 1 L. oa.ar 40 ITzx4 -�-°0. \ - I� Y N�> er ` ��b ' ' r POND°ET �� CITY OF SOUTH BURUNGTON 1 COMMUNITIES LLC. \ / /' R71ed.3° - - -\ - '�- • 7QJ.� (sTz rroTE , ` _ �1 O usP \ �/ D.R.B. SITE PLAN APPROVAL I 7 U) 0.16 12 \ \ 1% (LOT 50) ���((( 55{, AC. O L I ou -�S wl I \ - i _ J _ _ � L r S�PONDER \\1 I 0.28 ACRES y (n \ taa21 OF A PORTION OF THE SUBJECT PROPERTY BASED _ r MA "• G THIS PLAT DEPICTS THE PROPOSED SUBDIVISION TEMPORARY EASEMENT SERVING ( - "0'p0 \ 0.s2 ACRE S 15 (y 28 0.17� ass 13 w,.Tx x r Syr I 1 UPON OUR SURVEY OF THE ENTIRE PROPERTY. yE� AC. R.SOa.Do ea L_ - - - -1_ HOMEOWNER$ ASSOCIATION. (n ® n \ (1 (3) . �I �13 ,a}• �+ h , REFERENCE SHALL BE MADE TO OUR PUT TITLED: IDAs 1 = M47 ACRES J L.-N°esl'M'E-.- a s~zsa'zYw EASEMENT AND CUL-DE-SAC TO Sy s 1 i --soesau•w- .-„,I-aoo ---- a a9]• SDe9RDYW �eOe'�•A'-N46.00 Saar , a"12•E ._---=� \� WuaaE PLAT of REVOCABLE DATED MARCHU23, BE TERMINATED UPON EXTENSION $gy ;, •, -' -++ate-' -' - - =�° L r'NT �'''-�-��/ \ \ 20°5, RECORDED IN THE SOUTH BURLINGTON LAND OF THE ROADWAY. +tR4 II.I '` L"- 2s� E \' i o 27A �n '� \\ O .ro 3 '^_\\ 'I \� \ RECORDS. " o= 1 3.� $ 0.14 4•rr•w oRAWACE EAStMENr 1 \ \ TO THE BEST OF My KNOWLEDGE a BELIEF THIS Q (n 0.19 1 W� { Ma \ \ PLAT PROPERLY DEPICTS A PROPOSED AC. _ O L °=ury53d- 9 4 o.ie ACRE O st1 O - SUED ® 1, DYW - M (n f S 6 - - 1^ O I I II \\ \ DIRECT SSUPERVISION.D SEKIO BOUNDARIES 5� 1 1 0.82 ACRRB $ L J s '= \ RECORD S PHV8ICAL EVIDENCE RECOVERED AND I (� L p,5o - - ! \ 1�I r 19 - - � \ � Noe7g'6YE - � - � � �N'� I SHOWN ARE BASED UPON OUR ANALYSIS OF Z _ H. 27 _�-w I o.10 AC. 0.1s I 1 \ Tg. 44f T 42' a r S (n i /�. I 0. �.( �1 j (sa NOTE ,) ®O I I RECORD. THIS PLAT 18 IN SUBSTANTIAL O 17 � �) _ \I``iF/// I 1 ARE IN 6UBSTANTIAL CONFORMANCE WITH THE FUTURE SCHOOL SITE SUBJECT ( ( 10 '; O s4 ACRE \ �. _ _ zg. — ,~ 1 (n O f I (n I JJJ -. COMPLIANCE WITH 2] V8A 1103. THIS STATEMENT TO CITY OF SOUTH BURLINGTON D.R.B. I 0.91 ACRE A� 1'`Y (3) 1 �'� 1- - swf g 1 L-TI J . L._ v DD i I / VALIDONLY 6SEAL(ABOVE). ICON' NIED BY MY ORIGINAL SITE PLAN APPROVAL 1 TSt FR .� �, Ilo.w"r -� ��' _ 0.20 ACRES r -.� -I r.-.- -.� �S;A�� ( �� 1 (LOT 11) I (3) - i I _ T �( (SEAEI"A. EAs�"T gpp75 pYE r -$116�A'-w_ I 43 I 6 I / 1 / TIMOTHY R. COWAN VT US 667 OK7 6 T s O b.� 6 O 1 al PROJECT TITLE _ D oRAINAra Dr"- roily r 0.14 i(v AC. ^ I�^`' �•�•� I � �1 V E EASE (SEEy 1) � _ 11D.D0 wl O i.� �� I (� 32 AI'm �• I IR O.so ACRES ' l� �~:_ • 0.29 ACRES D.1 1C. ro (3) ACRES I/ SOUTH VILLAGE 6.04 ACRES - (gE NotE ��• uo.00 _ -' -� R' `.. - _lox. 'g I 'rl,yTSe•E - -, O '�1 In �+, _. _. _._._.J �. _. _.-.J <_. _. _._ \ •I / I W 0.28 ACRES - 5 iiao3' Noese'atE xn.d NaeiamorYE e,., I w 131 1 / SPEAR STREET & SEE SHEET S1.3A a a1 (n 9 -1x - = -:'' FROST STREET 1 I �/ 1,� o.z6 ACRES 20 -w - 1 ro I I ALLEN ROAD FOR LOTS 11 11A & 11 B k U ' _ t g O _ _I,a - r - o.i6 w w ao a �� B 1= � 24 ++w� _ nDD ,d xRMv _ ++} _ � 1ea�s?�� � e / I SOUTH BURLINGTON, VT s4S'sro31_ - G�►RIDN \ � - � ' $ a exa°uo' J. r - - I r - - � I l y 1 o.ie ^._ J , lo. 0.29 AC. O Clml x,xsE (T� I I Ij 40 ( 49 j 1 o.zB ACRE a1 31 AEt w ro s B ( _- anm'xe'w / / - ' E 'A. IR $ Nesrax I 6 SYs Ig o.21 RI �L fl f ro � 3 1 O r (� 1 ` (n s j o.zs o. e s I 1 1 MAC aaa / 9 ACRE4 T 0.26 ACRES ^1 ,Py�I^ {L� w .i E_._ J 94 1 •R 1 '\ I\ I -O AC. - RL - - AC� Ol L._ ohm• J ol. Y Noese'oYE-- D.Is ROW./ Q f ':C06�A0N ' 1 _ so_= 1 (7� `._ _ - -x r E r - 'fi38b'- i I AC. I r _ jo� - p - / N.»m'ap•E ..� .1 C9.2 „oN 4O- ,R'iM1 �, 1�•, H_,-rE .3. wl4 xaes Io].w" 6 L F' _ 0.1E AC _ 1 sazzaN J I �' ¢In / „0 4s L-wee g , - O - n. - � � 4a71 1%I ro r � � S31TEo\ 1Y1 ep.M - - � I o.18 ACRE • R �j l 1 3rs, sq W ? .g I,w • - sa11o' RbD ao Noe•Is'srE s'4.ft _ i 5 1 a7/ / SB4.6t ICIOID- INSe.ID :A' L-a.ls I Ira.s pIKEN „.Og•E ,w.w' _.-._I� r - I_ -r+I -. Y L.aTY R-Inaao R-nwMlo x T ._- I r.- _. ACRES yl$ ,Izw -. r.l ISL°TeAacTro.) il'R O (n Ib si O ro s � MI9 I 0.ED ? 1 I s F�E�� I - f 1 MULTI -FAMILY DEVELOPMENT i t 1IR 1 �I $I $ I I II II / 6 i IAIIM o0 r (-. I ( 1 O I I 0.29 ACRE 0.1E 1CRRB L a1MINADE EASEMENT - Mau' M.we RIGHTS DEFERRED PENDING I ij / / NoewYxO'E R-sze.00 I I Noo•a m E I I Cln OF SOUTH BURLINGTON 16 g I II _ _ _ _ _ J _ _ - . L - - (SEE xotE I) . - 11.ai• 10.D• I^ 1 1 - NO DW1e•E - J 113.DD' T.oD' K Ot' ,°5,}e' / R 31�.Oe / ll NOV 1 5 20�3 I D.R.B. SITE PLAN APPROVAL I 0,52 ACggq I Noeoe�oY[ Noese•oz'E xa N-mm�s'E I ® ($ (LOT 4) 1 I I 1 / nEASE - -1 �---_-- -' 3 tR (p5• _-- EASEMENT IN pWNA0E FA411ENT ' / NOT TO SCALE 0 4A _ _ _ a FAYM of DT .a w_w Ch6PMAN BTAEET (SEE NOTE, �� W - J 1 ,' LOCATION MAP O.s2 ecRrR - ^ saztxrw-soeTSSow-J IIo• �� (n O.2o Aa 0.21 ACRES 1 0.8s _ - - e4.1u \ -g xoeswoxt Ng�g. E rule, tn" Lq i c /4� ro I _ .,•- - - - - m 7,.00• ],. T,.00• oa , Of $0. BUTAI - {� ' Sl'e, lF. ro Igo. _J_^ •REAR/SEE i 5A i �-.- - � �"_.__.� r.__ _.� r. - -,� r -'- - $ 1 I ,l wn ® ILsnmoN g]Ae' J L . _�m�- -I S0.SY 1. _ _ - - sEreecx (TIP.) I i 7r IAImMdts L_.J aDpn GCE55 EASEMENT i I M47 ACRES REALIGN CHIPMAN ST. R.O.W. / SOeM'2Cw N FAY1M a MDT M =E., �/ y■ I {1 iA- 11-14-13 TRC/ANY REV. LOTS 5 SA 5B 23, 26A, EASEMENT ,� R O j� O O P" O 1- 1 1 / 26-32, 36-40 & 49. IN FAVYM OF LOT M aw MANmIE MEH1 ! 1^ S 6 i' R ^n o 1 j g 1 N F SLOPE EASEMENT IN �E} 0.17 AC. 0.17 AC. I 0-17 �• I' 0.17 AC. STORMWATER EASEMENT I o-z8 13 RO/AG. REYSEO LOTS 35 TO LOT 38 MANADEMENT ! AVER DF LOT 4e ¢ 1 j 0.24 AC i4 1 \ 1 TO BE CONVEYED / / FAQ EASEMENT ai"1A" O I I (n (n (n A \ �I I I 11 P. ( J. (Shelburne) 3'd 7-t-t3 7Rc Acl RE315FB IDTs 35 TO LOT 10 (n ro TO CITY ' / / Shelburne LID 11 TRC Al- EASEMENTS TO LOTS 4A A 48 2.07 ACRES I _ - ' �(_ 6.67t ACRES L 4+._xr _ N. J L _ soerm� w 1 \ I 3-2s-09 7RC MODIFY LOT IIA. ADD LOT IIB ERR STORMWATER EASEMENT 1 `` / I \ 1 I t-t6-09 TRc __ LOTS eA l 4B 20' REC. PATH ( TO BE CONVEYED TO CITYN _ _ _ - _ - , \ I U EASE TO CITY I IIII���"' 1 30. OR ` STORM WATER EASEMENT / \ / / STORMWATER LICENSE 3-31-08 TRc DRArnNO EDITS 1 _ �.� ``ArNAGE EA5 _ TO BE CONVEYED 70 CITY & , - I (WITHIN R.O.W.) TO BE 1-31-0e DSM REVD BUILDING FRONT SETBACKS TO 1D CONVEYED TO SOUTH STORMWATER / \ 1 l VILLAGE COMMUNITIES STORMWATER ( ��``\ -� PONDS I TORMWATER Y 1 20' MAINTENANCEPHASE I 20' YADE DRAINAGE '" POND IRREVOCABLE OFFER OF _ _ _ _ _ _ _ _ _M POND EASEMENT TO BE SUBDIVISION EASEMENT TO On I $ -' II DEDICATION - 14' x 200' _ _ - _IR PM� / / I CONVEYED TO r _`� 20' RECREATION PATH EASEMENT TO Cln -_---- �'� -' / / TOWN OF SHEL13URNE A 1 R.O.W. EXPANSION �_______----____----_-___---\BI _L --_- 0•EA ' I-- - I a ---_ - py3� 1 20' WIDE DRAINAGE EASEMENT TO CITYI REC' PA PLAT - ---- Litt-- Naez7n'E __---_------ --- -- - �- nit axa» - -- ��_� x-1 z°'oo.°o -��- - - Nol�az aa•e - -\ RED' ,�z -+4 ' SPEAR STREET EDGE OF EXIST NG ROAD SPEAR STREET ---------------- TOSWIFFt3TF T 06' Pueuc R-- � BARBT ______-_ - JULY, 2004 - --------------C 1------------_---- I-------T - -----= T-7 --_ _------ _ ---- -----r---------------- GRAPHIC SCALE - - - °INw "oA R 1 1 OW ROAD ----- _---_�� - - - -- - , - - I - - - - I - - TI 1 I S1.3 ,o I I I PADI. N0, Q \ I ( IN FEET) 0 4. 3 1 1 1 inch = 80 it GG Mq _, ° ,,�► _ �■ � coy �) �_• ��; � ,,/,�l � MillDSMI ° rDSM 4fiy SOUTH VILLAGE 26' WIDE I - I� � is +71►_'7— I —�.- • IF STORM WA-1 LN SPEAR STREET AND • C) o►ALLEN ROAD SOUTH BURLINGTON, VT .. i.e a =• Ij -LEGEND E— CAP WATER SHUT—OFI- �►,1G�,►. ;,� ►;►� ..: .• HYDRANT CATE VALVE GAS —W— WATER —SS— SANITARY SEWER PHASE 113 IMPROVEMENTS •, . �, �. i ...` �•� 0 .R�. PLANS PREPARED BY: J I 1 , � • .cs ia. I r �• I * �r�p c • I + t 1 C L�6p 4 5 et I Inc ude Tan9Ratllus Z250.00'g n� o pnc length - 92.85' ne ae �✓ Orv1MVMEDVIEWL4K SOUMBUBIINMNdl,BRV!5108 L ENGINEERING ASSOI '0 n + T cnnra len to - gz.3z' I I II �� 405+D0 7" h / eoxaa-zvzs rwr eazaunn we:..�..o».c - p 406+0ch' ICI ,ze.ez oN"m" a07+00 _ — 408+Do o P �Cc.B 1 --}-- 1 i o °p x S�TARO°� ; DSM v 1�) ? p -si ArrrzoveD DSM I ]' ' I I dea igi - D5 25 1 -' a , II ro APPLICANT: 1 �1 _ gent - 3790' I y / O I 7 /�') o Arc _ 75.75 i 1 tD0MI� gth - 75.72' ► >� °° SOUTH VILLAGE r� o 29 ' 3O �� �I . I ` } TA °° COMMUNITIES, LLC. 32 D (� 3 �'�' ..I..■I..■.■.■�■•:... I A LOCATION MAP: Cot J It ( 7�fLeO cot J r I I 1 I I I 1 RSECDON +' �_40 o __ I rdi�^ I — z c. \ I ' I STA 401+4 . 1J \ 23+o_p oi ++Xs1I ?_y_DoI I 5E� 1 STA.S02+10.38 0sTA zz+sz g9.1 1 o I 1 1 + I INTERSECTION /j S : \ I NTERSECSTk PON +p / PROJECT TITLE: 1 If - STA. 400+00 �3.1 4~_}v� STA. 22+81002i_ 1 N TA. 2E7+ 6N51 1 I d ,� I ` ^C' 1 TA. 25+59.1 I �'�/_['(T Included ngl 13- - 2+°O 9a 0.00' ---- 1+0 3-0 s1.6s' ------- J T. nt SPEAR STREET AND cn 122.74' gtn = 122.47' . ALLEN ROAD INTERSECTION _ / � - - - • ' - SOUTH B LEGEND N VT IUJ SIA. 6+01.09 = -1' C• 0 - STA. 500+00 N - - - WE i 1 1 4 CurveCAP I I # Included angle = 07-57-37 1CIj,ve Data,u / r, _ _ _ WATER SHUT—OFF V��(� Rad�a9 = so0.00' Included angle - 13-58-43 Included ongle = 267 IC;/�, + Tangent length = 34.79' zj 1 Radlus = 225.00' Radius = 2 00' �-�-\ SI II Arc length = 69.47' 9+J4 _ - _ - - - - - -� - Tangent length = 27.58' Tongent length = 67.86• 1 \` Io Chord length = 69.41' I _ HYDRANT 1 Arc length = 54.89' All length = 13255 0 / .. Chord length 54.76 4� (True arc = 133.24) `1. 4 Included angle e 09-28-5 - - - - chard len n = 13z.o3' _ GATE VALVE d \ '- T gent leng 38.98' - - -�0 Arc length=--77.63°` —G— GAS — o + (True arc 77.78) 1 yl 4 / � � e .6s• - —W— WATER 4 - —SS— SANITARY SEWER cot 1 6 ' \-•-ST-•- STORM DRAINAGE 1 DI -CLASS' 3 40.. \ C:oI VV.rLAN'D i 6 --UD-- UNDERDRAIN - —E — ELECTRICAL 1 OI 4 \ / / ' / DATE C 01)DSMR6V1310N 11.24.1 aSX/ALL RRVL4RD IAT9 96-9e 1.14.1 O9R/ACL RRAIAGOf INR R@11AN ST. R.O.A. f0R IAT 99 36[BAC[ RByIlIRRY6NT. / 2R0 92. 96- WD'{BA, 9B. 29, 96b I ¢ "' PHASE 1B LAYOUT PLAN I / °`'✓ I G APHIC SCALE JUNE, 2013 DRARDia NNI®6R f 1\� w 1 I zo - \` -- , �( IN SET )� �\, 0 r.' So urlingt� 4 1' - �' P1B-C1.2 1 1 inch = 40 (E 0 / - I PRO]. N0. ' I ' 01243.08 I I - I I _ PLANS PREPARED BY: / \ I I 1 e'o I n / � 4 �. vc ✓ RIM INv.,3 I 1 - -�i � ■ IIIII �ry II T xIt ou�rf�v { :II�' -° .4 � •� I N V . -3 FES -3nY,r I MH 1 I 1 RIM-3 7 I I � � I INv. I 3 �� ao6+o/ _ �'• - -� I �E I+ o 1 3 f! AT-• ® 1 I 2 - RJV.-- 1 w..m f6 I i � - �, � ,�� ,y � � - -- � �,_ PULP 1 � CIVIL fNGINEEAING ASSOCIATES INC- IAIEWLANE VT 05403 �' _ / � - o I � ' ' ,\ � I � -ans - I1111 � -_ � 0 10� sw eoam.:zn ..n�»»..,o...c� RIM ua I II .I 1 POIDq 1 I - CB 7\11 \� ' I 1 1 NVsr,4 `f INJ. 6 .1 i + ; oae•N RIM=358.77' q iir \ � 1INV. IN .YI 01 1i INV. QI Ui-37 621T .3I I1 IW IN ' \�*\\) ACL ANV. OU"s-5,b C-D GENCY I CB - 43501 1 i i _`aO I BRUI T*I36 8727T6' ImF�.:.:•TOT /I \1 '\. e�ee$eoM 14rowONECT OUTLET STRUCTURE To RIM-349.5' 30 Dn osM 64INV-348.0 2INV-341 ASPHALT CURB APPLICANT: Q31 �j3g TH VILLAGEOU 62 1 V I I 3 r.r FOUNIMA ON DRAIN 1 - - FROM 'LOT 34 TO COMMUNITIES LLC. '•,rJ■i.r m SEWER R I _- --�•�•._,, ' i�l�l 1 1 _ A -xenV X37 .6 +I o I 1 \0. \ 1 CM, 6_ ` 1 _ \ r I M=373.0 1 RIM-362.4fi `•,•••. •'. �1 FES _ INVr347.0 I L. � L rp � o, 1 ��////��)) 1 I • 1 O I \ ,\ rJl46A CB 10 �, 4i LOCATION MAP: \ I \ INV, I \ RIM=373.49 / 1 INV. IN=356.6' _ , J ow-me.o 1f17b"9YiF�3G I INV. IN 0' I I Xs. - 1 IB BA INv INv 0UT65.9' INV. OIIT-356.5' ; CB 23 \j STORM _ J I I II I RIM-362.1' I•Fn \Vcfi / , /•�_ iNv-Aee.o� 4+ I I - RIM-38 11' INV. IN-355.8t IM'•' "'��'� �3�, ^( '- rpp TD ro I ,INV. IN-8.3' WATER_ ,- I / GUT1355.73 .- _\,- O' _ 3$ \, 1 ,u+v.Nes.o ---dt as�.s ' _- -- y GUT=�56.2' f iIl /� 7 - 3 F_ +. 21 ' I _ UCTURE _�� ' I 43 _ . SQT(i P O N �" i� ) _ IM-355.4 oUUUTTT I RIM '�� - 00 �_ 1 _ �, / INV. ITS- 351.8 RIM 34713 RE I'', .i / .-xLs I CIIT-351,T o CB 9, --�-- - _ --- 354.0 rC rc �/ 6" INV.-345.0 1 I / C B ol, Iw.- 1 O' 1 � .. . _ 1= eat - {+- _'__ - "fig+ .o - E C E I Y 24" INV.t.343. I I / .. I !�1/ I INv.- t3`s6 I . N I _ rf�� - 25 ^�. a_ - _ ' FES I INV.-3\a3.S I I 1 • �'��� \ RIM93' X,. IN -' �_ ��._�... +-- 0 8s., I ;•�� l /�`` ;try r - + / / _ e' NI[ A *P NEW CB INV. IN-35M�6' 1 RIM-34s.6 7 OUT-351. ' ,17 �B 27 INV.IN-343.1 3 4 t ,.\ _ _ ` \I IGo/IRIM-362.INV. NEW IM 6 2 1 / IWV'OUT-356.T - CC- RNV' IN-352.2+ 1 1 � 1 r r � / gyp / - --_ CB 22 ✓,D NEW CB 1A 1 - / /�,.� Q0. / / / RIM-38 .1 of RIM-345.6 0+00 li ' 1 - 1111111 :� INV.i OUT- 352\1 I \ I j� t L}�,% I 7 / / - 1 ,� INV. J �•uliingtoil INV. I1 '32.95 I - N. �""�'�/ ,1 / / INV. • Fo iNa. 3as.o 1 INV. OUT-342.9 , - 1+00• \! -� "- ---+RIM $8.5--3 3+-�� \ y,u�iv.-a6e.o o l 1 21 _ IN�ys1.a RIM-381.54' PR07ECT TITLE: Nv.-xT / INV. IN-357.9' k/ 1 IINV. GUT-357.6' / / _ ./, r U_/• m o 4" SiDPE F.E.S. •+. CP, 12 I r"- - INJ..ue. o / 354 •` PouNwrw RIM 36asa' ---YUU RM 36 4 �* / / CLASS dwN Nv t 3 7'(N) 1NE7LA 1 IN , mNNernoN I• ♦ �GN''� INV IN 36 '(W) 7 r_36+NEW..6' - // 1� SPEAR STREET AND I I FES RIM 3603 / / \ ,/\��� ,r o,, I INV 'i4 / RIM 36 355.1' /I E VI-A•N U� ALLEN ROAD �- INV.IN- 52.5 ® .CY.. 1 nl n"f , IM O 35'355. . . 1 NV. O 342. M-368 i / / I . IN-35 1'(N) t p / SOUTH BURLINGTON, VT i K INV. OUTC 352.4 jH,° A , F.�'� C �/iy / `./ 1 ouf l 'f'� F �_ 244 0PE F.C.S. l / LEGEND I . °3 •F \ 5'X5' OUTLET �S/TRUCTU� 0 -� i 1� . 1NVi 4 ,� . S TO �RwM-3n�$ \ \ �y `` o-�---- - E- CAP I i I ¢ \\I/ so 30" INV. our-3414 �. e ?moo �_ S I - I yWA 4& WATER SHUT-OFF I I I 1 \ \ 0 STURBANCE \ '� \ �• �10 / I-i.�• _ c or. , •RIM �36 .. ,� I o' o Ex. .. . - \ a �'k , `J : / , INV. IN-3 ) I V HYDRANT 1 ti �• cvG) I /N` . SS ''" �� ' ITN. IN-3 6 (N) \ CLASS' 3 b6 soe,''D `ao. I ;IX,V. w-3 s. (s ® GATE VALVE ETLAI�D 1 IiIM se. hp c c , I1Nv. CUT 5#.s' �� \ INV. 'I 14353. ICB �50D JB�S / �,` Je n ,n n _ I -G- GAS i � NV. 15so� INV�IM-360.5 aeio a I II �'1 i -W- WATER . IN-356.8 / RIIM-35 1 INV. OL�T-356.7 p \ \ \ / I' ' / 1 IN-3s Je� _ /� /' / -SS- SANITARY SEWER I INV our-35 �SCB #50E B 50E \ �\ ' - ' \-•-ST-•- STORM DRAINAGE CRIM=364.1�� I I r' INV. N-360.1 INV.362.8 \ \ INv. o1iT 360.0 ��� '� Ii � /' - /�•-•-UD-•- UNDERDRAIN s' NEW 113 -"�1> \ a, i I \\ ` i - I RIM-3 6.5 A))f \ g `\ -E - ELECTRICAL a INV. 1rj1-341.7 \ \ %�-- I \ J6s , / / / .'� INV. 0 341.6 �` \ 17L POWER POLE M) // \�\ \ N -� I / osn L•�cT® smsloN \ \ \ \ 0 I X 36 -•' ERG S LZW�Y \ / CHI NAN S S A \ . (•J65. / h I �356. o-xo-1 ON/Aa roo oo-aos+so. RE D Lo1s as- 1 \ \ \ No PARTH DdaRBANCE.-./ 1 r� 1 \ CB /sOF ° 0' 1 FES 2 /' I 1 / �ucN® cT�NAx en. R.o.I. - \ N aO' oP IDS Pons I \ / ` �.u.� DSM/A 1 I 1 PROPERTY CORNER TO •) 1 \ A NVM 362.3 ` M BE RE�STABUSHED BY _ INSTALL TEMPORARY CULVERT \yam I \ �:`-_��/ INV.=362.3 CB f50G 1 /r i 354.3� ,/ V./ 8s °'� $ ° � W. • I , OWNER FOLLOWING UNDER PROPOSED ROADWAY RIM=365.3 I �.` �/ INV. !CON UCTION INV. OUN361.0 CB #50HININ-345.0, INOUT- 344.5 RIM-360.2 - I FILL W/FLOWABLE FILL UPON � e, INV. IN-356.0 CB #50J / _ 1 COMPLETION OF CONSTRUCTION �\ L�OR��OOR REQUIRED WWIINW � ENT INV. OUT-355.9 Rlyt=358.1 CB #50K /' y PHASE 1B r�INV.-354.8 RIM4358.1 I POWER POLE (Trv. �\ INV. II� 354.7 I >, INV. 0llT-354.6 1 i . ('- GRADING + WATER QUALITY H 3' '�_,\ �� DRAINAGE PLAN 310' LENGTH WITH 3' wrtTeN 70' a Tx POLES 4 O I / BOTTOM WIDTH k 1.3% `� _ _ _ 11\ I(5 I� i i T . \ // % ' / I I I SLOPE (SEE SHEET I C5.7 FOR DETAIL) JUNE, 2013 DNamic Norms I 1 / j r GRAPHIC SCALE �/ / ,� / / \ ec� ' ( , r - ao' P1B-C2.0 EXISTIN' 24" ICM , I CONTRACTOR TO INV. 0" BELOW I ` ( IN FEET ) ` i - - - DRIVE AY , PROTECT EXISTING '' / I I / - 01243.08 PROPERTY MONUMENT 1 i-h = 40 H- I Jjjll I II I♦. I I I ♦ I , I I 1 I I Xs' 2 cw mr I I fl; I I I STORM WATER POND I1 I I I I I I' I ' NEW I I � I I 1 ' 0 I O—ffj I CD I Dj � \ -I �i 1 01 I ��1 �J' 3c 9� 39 i(40 n n I I n n 1 .4 �Tc K30.3 TRANFORMER VAULT 0 0 I ' INSTALL TEMPORARY CULVERT I � i I I UNDER PROPOSED ROADWAY ® qJV IN-W.0, INV OUT- 344B �� { Iw FILL W/FLOWABLE FILL UPON �� �\ COMPLETION OF CONSTRUCTION � APHIC SCALE ----I I I I I im a FEET) \` I I I ,I�n=so 1L ` I 1 I I � jk- — 5C 1 I I YdaI p 1 'I� i -- I I II I � II I III1111111 I 1 �E� 1 SCH 40 i POLE TO K30.2 VAULT 'CLASS 3 WETL•AKD / Oil I \\ I o�: w OWN 3- 1) W SERN,^ CE ti I PLANS PREPARED BY: c ' CIVIL ENGINEERING ASSOCIATES. INC, �fti 10lAM FenYFWL4K SOVTHBWMTC+, VTOUM N i � NO 45 em.ee4vz9 ruc e:caeis„ ..e.....D».eo� Dwlm ACL imn6N r I DSM APP "D i DSM APPLICANT: Iz SOUTH VILLAGE COMMUNITIES, LLC. LOCATION NAP: E 3- • �- ECEIVE NOV 15 2013 of So. Budingtor- i 'Qi!12t CL v-I UFTC`A'NDS (tP'' y STO --WA j N .i. PROJECT TITLE: SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT LEGEND E­ CAP 4& WATER SHUT—OFF HYDRANT ® GATE VALVE —G— GAS —W— WATER —SS— SANITARY SEWER -•-ST--- STORM DRAINAGE --UD-- UNDERDRAIN —E — ELECTRICAL ].f6.19 O3H/ALL HHVIBHD ]A1'9 96-98 AND SBItVILHB 1.11.1 D311/ACL 18�} 2y �CAB� � 6TII�R�O, t IDH PHASE 1B ,,,,OVERALL UTILITY PLAN DRAINNG NUHSBR DUNE, 2013 - 1' - 40' P1B—C 01z1* ND. 243.08 r I , rl r1 1': SMH I126A STA. 404+10 I iI RIM= INV373.8 I INV. . OUT364.9 HYDRANT ' I 516 - I ( 'COPPER WATER SER�OCE (TYP* 1 I �F CiATE VALVE i CAP- I I LND OF PHASE 1A I jl� ,I I I� _ h I 1 , col 1 I I ml I� STORM - _ a' ml ! - WATER , -y-�rl _ 2. L I I� POND�I 5F �t I I I , HYDRANT I 6' GATE VALVE I I IIIII I IIII 2+00 it I I PUMP STATION /2---' STA. 2+79 / RIM-356.0 / INV. IN= 349.3 I j I II I \ \ \ 8' GATE VALVE (45- BEND) 811 I I 0 - i il' CLASS' 3 / \ WE7LAfJD01, I I I I PLANS PREPARED BY: 3 �� 2 I _� xeNeaS , Nv.-sza I I / (:''� CIVIL INGINIM UNG ASSOCIATES. INC. 111 IIIII + V 1 AN 7 10U4WlEDMEWUNEUglB , SOUTHBGM VTO5403 ILy - 405+0 r rd- + 'n e a sr�.i aNiaia( • �� / emae+zvzs rAx eo:aesaPn wn .w.o�aoNn / - . 4BG. IIII IIIII JAI LEASE 40 H T ACL o • YDR i DSM /-� IR 111111IIIII _ UC S _ V 11 I � � N N (ei} 1PPROvxD ALVE 0, I I I e� 6, i,; DSM pe ifA OI 31 �1V IT( BXB TE APPLICANT: I I j ■ NV. Dirt ]616 I B� GA V•ti:T /.Sl 32 1 I Nw..4 ; D H ( SOUTH VILLAGE \ \' �(0gCOMMUNITIES, LLC. - - �.i■■■,�, '.I■, - -- - --------- I ----- ---- - I---- ' ' rn 2 2 E ■I■, -� ■ NI 12 D �R LOCATION MAP: ■ s ■ I _ _ ■ (2 1 VALVE _ _ (1 10 VALVE SMH #16 STA. 219+81 yy�� RIM= 366.9 I SMH R¢6 STA. 402+64 , .I■M41 - ----- RIM. 368"N \ _ ■ INV. IN INV. IN (B-N)= 358.6 1 ■ ■. ��,� - _ _ _ ■ 12X 1E _-,INV. IN (8' 35j. 1 VE- ..INV. IN 8-S 35i'6 _ O (31-iz-- INV-OUT (8'S)= 358.5 ' � '•� �•�- - •��� - Y.,SL! 'i , 42 •■;-� GA V L I INV. OUT (12 )= 354.5 - _ - h SMH 24 STA. 503+30 I O 1 _ I RIM= 375.34 I 3 INV. O (8-S= 366.4 I R tNV. OUT (8'SE)= 366.3 0 ;r �- � \EC 38 - - -D0- .-_ 23 - o 44 1�1So. Bu dir7 Wo39 , J358. 25 STA. 3+13 , 39 40 , , �- IN (8'N)= 349.6 I Mh1 #23 STA. 4+5F OUT (B-SW)= 349. IRIM- 366.53 ' 3/ I INV. IN (6-S)- 3fii.x•SS r, INV. 'N (4'W) 30 SOR 5' DA1L; A INV. UUT (8'SC`=- 361.1 I An n I 4 46 ASS I � I 1 i1X8 TEE * / (3) or GATE VALVE SMH �22 STA. 6+01 8x6' TEE RIM= 369.33 6' GAYS VALVE INV. IN (6'S)= 360.4 lNV. IN 4'W)= 360.4 INV'.. OUT (8 c)= 360.3 ' 8x6' TEE �h 6 .I Of 1 I 1 0 INSTALL TEMPORARY CULVERT I gl I UNDER PROPOSED ROADWAY INV IN-,W.0, INV OUT- 344.5 FILL. W/FLOWABLE FILL UPON COMPLETION OF CONSTRUCTION «N G APHIC SCALE 1 w( w FEET) 1 inch = 40 Hh P'7TAl I 8' 6A iE VALVE G�� ?�F / SMH #21 ST`:K4+73 RIM- 363.3 INV. IN (6-S)= 354� INV. IN (B-W)- 3�54.4 INV. OUT (8/-w; 354.3 SMH #20 STA. 217+42 / -- RIM= 363.59 INV. IN (4'W)= 22.9 , INV. IN (B-S)= 36.9 INV. OUT (B-N1f 352.8 %:i �Qtllet W �Qtrl CL /FTr'AND,�E (tY"�- STO . �WA�-'� 0 / 0 PROJECT TITLE: SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT E- CAP 4& WATER SHUT-OFF HYDRANT ® GATE VALVE -G- GAS -N4- WATER -SS- SANITARY SEWER ---ST-•- STORM DRAINAGE --UD-- UNDERDRAIN -L - ELECTRICAL DATE CN6Cxx0 B6vL91oN -ZS-I 06Y/ACL D 5 WER dA sTA. /00+00- 5+50. RE, 14YSy5-.3,�_. 1.14.1 09Y/ACL Loi 29�4R1'9A�NAeRO11�IR. RxNlolNT... N)6 PHASE 1B WATER + SEWER PLAN DATR DNA111NG No -ER JUNE, 2013 _ 1'- 40' P1B-C3.1 P60J. No. 01243.08 11/6 PLANS PREPARED BY: ;r I I ; !i ; ' • c o o 25'X20' E / 1-4' CABLE CONDUIT t` , (^ � MEl 1-3' ELEC. �j I. I TYPE 3C �' I 1 � EAS �� CONDUIT I-4' TEL CONDUIT L I III 0000 _ j ^ 1 _ TYPE 1 I Ilil 1 _ oo CIVIL ENGINEERING ASSOCIATES INC, a L 4' CABLE CONDUIT ,oAtw2= VEwu E, sourBeUPo x101a4 yr a6+03 e1 1—S' ELEC. ozae,-z+zs I I +'u' CONDUIT 2-4' TEL CONDUIT 5B a = os+off a IIIII< , TYPE 1A ACL I E 1 vv iI j6Ejl ( - ' - _ _ _ _ T 407 0- —_-- 4 } TYPE 11 g I I I o 0 0 0_YP ; 2N 1-4' CABLE CONDUI C>SM 1. All p o 0 0 T E ` IIIIII Ills o 3'NPv APPROV,D I I 1 u TYPE 1 00 r._, _ + .30%,/ , 1-3' ELEG 2-4' TEL. CONDUIT DSM 9 O trlO j V —.{ _._.—. 6 vri CONDUIT I'TYPE 'B APPLICANT: 1 L s ' 2-4''EL CONDUIT '-4' CABLE CONDUIT SOUTH VILLAGE <�IrEASEM 20 X20 GMP 32 < 1 1 , p pp +�0 ENT1 r l COMMUNITIES, LLC. , I rL f--� �_ • _� E _ _ __ _ TYP 1 I i , °0 0 0 26 1 I • d rr„ 3 3• ELEC. CON E3-"�'��.i.iaa __OC CE7E ENC 17 _ OrO-__ 33_-' _• ,� T't?E 'L LOCATION MAP: `r jj 66' S 1000> 76' 3!iOMCM �i■i. i.i , ' 6 3" PVC • 6�35oMCM 34' Pvc , 4' TEL CONDUI 2-4' CABLE CONDUIT 2 m a� I I 1 36 4 3 VC 44' SOMCM 95' 1/O, Dt I TYPE 3C - _ _ - 1 n c 7 '/15 41 .,:; .,. - :,. ,_ • fl J i 0000 TYPE 1 " _`TYP cy X 3 Ci.t O 3 3" PV O O ' ; _ j w , ^ ; 4 2 > 3 2-3' ELEC. CDNDUI I I ` \! o C I I I I 20' UTILI Y EA M I, Tr I TYPE 1 I (`fir J ;I , 37 `10, UTILITY E SEMENT of TYPE 2@ I_ I 0 00 �`„�% it TYPE 3 I '� _ _ ++ w 2-4' TEL CONDUI 1-4' CABLE CONDUIT 1 _ 2 _ -. (� 0 0 0 1 t �� PoE 3. 00 0 0004 I + I I o00 E _ _ - - - - I 23 — — _- ��. < -3 ELFa cONDUI ' ill I o! 0000 _ � �+ - - -- _ It25+ y f So. lBurlin _. ! 00 I I 1 TYPE 1 I < I 1 (PE 1 , i TYPE 1 x �h, _: PE 3C- __ �A--'- _- 25+19, I I > O 00 1 `CABLE CONDUIT 0 00 1 3� �1 0 00 0000 1 I 4-4' TEL PROJECT TITLE: 0 V 39 40 00 CONDUIT I — � I 0+�0-' I i 2-3' ELEC. CONDUI11►►► 0++owTYPE -'3C` SPEAR STREET AND ALLEN ROAD } n ^ SOUTH BURLINGTON, VT TYPE 1 % / 1-4' CABLE CONDUIT LEGEND e TEL. NO CABLE / f j - i , �DUIT E- CAP ®I �I SIN SCH 40 / �I/ _ TYPE 3 / �F T�. `� TO K30.2 VAULT f .";,, --___ _ _ _ _ WATER SHUT-OFF T 1 I O I � G 7 i TYPE 1A� "c i 4 3' ELEC. CONDUI HYDRANT w� O 000 a \\ �°p�\ O STQ ��-4 ® GATE VALVE IIII �'-� —G— GAS 4 -OVA 0 D ~ - + —W— WATER Ot 1 / cwV�� s 80 —SS— SANITARY SEWER a �f ► j - - -�- �fYPE 4�\ c---ST-•- STORM DRAINAGE �I. 'CLASS- 3 o00 ��;\ ' - a°.�7 1 tj --UD - UNDERDRAIN �i \ WETLA,IJD \ I —E — ELECTRICAL \ TYPE 1 \ \ W ( Q / 0I.ow 0 0 \ DATB CYEC6BD 68P1310N 8 ' O _ 0.,6.1 06Y/ACL flflV1380 K300 IlIT3 ,D-,D AND 38RVICfl3 .3 TRANFORMER VAULT � �fTC� � - — � � TYPE 1 \ '>��\ . 1 W Oil I 0 00�� 1� EASEMENT CONVEYED SHALL BE - - - - -- \� `^ 5' ON BOTH SIDES OF THE CENTER LINE _ II I' \� 0 7`000 s si OF THE INSTALLED CONDUITS. 10' TOTAL PHASE IASE 1B ADJACENT TO ROADWAY ALONG THE Q I I 1 ` 4 00 TYPE 1 \ \ 1 THE STRIP OUTER PERIMETER�OFTHE SURROUNDING �+ INSTALL TEMPORARY CULVERT GAS + I I I UNDER PROPOSED ROADWAY `\� TRANSFORMER AND PEDESTALS. OFF VAULTS r, o 0 0 EASMENTOSHALL BE D70STON BOTH SIDES o ; W INV IN-345.0, INV OUT- 344.5 (� \� / OF THE CENTER LINE OF THE INSTALLED ELECTRIC PLAN FILL W/PLOWABLE FILL UPON t�1+" �\ CONDUITS, 20' TOTAL ALONG THE STRIP. I , COMPLETION OF CONSTRUCTION HF�\`` / 2. THE EASEMENT CONVEYED BETWEEN neTfl DM111Nc xu1mDN w GRAPHIC SCALE `` N/ ' JUNE, 2013 'VVV v PROPERTIES SHALL BE 10' ON BOTH SIDES OF THE CENTER LINE OF THE 9CA1� INSTALLED CONDUITS, 20' TOTAL ALONG 1" - 40, P16-C3.2 nO YYY `\� ReCREq P THE STRIP, EXCEPT FOR WHERE e. 1 wl ,N FEET )� `\� N q)H / BUILDINGS ARE INSIDE THE 20' PNoI. No. 1 ;...n = 40 ft. 0 EASEMENTS, EASEMENT SHALL NOT WITHIN 2' OF A BUILDING. 01243.08 'o c o J H a o 374 372 370 368 366 354 362 91 360 358 PIA ELEV 345,84 356 354 352. 350 348 .00 346F. 344 -k24- HDP 342 Ev- A D+00 1+00 2+00 PIA STA - 501+90 PM ELEV - 373.13 A.D. - -1.42 LOW POINT ELEV = 368.81 K - 56.29 ------���Tw OUZ+uu 503+00 504+00 FROST STREET PROFILE 120.0' VC 111- - - bIA - d+UU PM STA - 4+50 HIGH POINT ELEV - 369.33 PVI ELEV - 364.00 HIGH POINT STA - 6+03.13 A.D. - 1.87 PVI ELEV - 366.155 o aPVI STA - 5+20 K 42.89 --5. 374 r% 22.84 .372 A mi + 370 368 --- - - - - - - - - - - - - 1366 364 0 P I vc T 362 360 't n MIN. 358 gtz:- ---- -- 356 MAINTAIN MIN OF IN 18 -VER'nCAL SEPARATM 0BnrAw STORM ZZ- SEWER AND WATER WAWLIMES INSTALL MIN 2" 33K. Rm INSULA1STOR A 6 352 WATER-LME9 350 7 N q 348 I, Al K 346 iiii A z PHASE 1B 0 34 14 4 341 mA OR 3+00 4+00 5+00 6+00 7+00 8+00 SOUTH JEFFERSON ROAD PROFILE HIGH POINT ELEV - 376.25 LOW POINT ELEV - 375.82 HIGH POINT STA - 504+00.64 LOW POINT STA - 504+47.86 P\A STA 504+00 PVI STA 504+50 PVI ELEV 376.45 PVI ELEV 375.70 A.D.:,-3.08 A.D.3.50 PVI STA - 21+80 K 6.24 K a .57 PVI ELEV - 371.40 A.D.-5'22 K 19.15 100.DDO0' VC TN 380 2 378 + N 3A W-"-NT STA 28.68 FYI STA 0+40 374 4- 572 A 36:6 T 3, a6e fu �sx _ ELEV 00 Si nc4 ciQ IN 20+0 SITE ENGINEER: -0� CW111 ENGINEERING ASSOCIATES. 1114C P.OBOX485 SHELBURNE, VTO5482 -2-1 F� -71 DRAIlN ACL clig- DSM Al'PROVED DSM APPI.ICAN, SOUTH VILLAGE COMMUNITIES, LLC. RECLh NOV 15 2013 ,2y of So. Burlingtrr, PROJECT TITLE: ISOUTH VI s-h B-Ii.'-� STA - 23+70 lEV - 371.64 D. - -4.40 SPEAR STREET AND C - 22.75 ALLEN ROAD 100.01 VC SOUTH BURLINGTON, VT 380 ELEV - 36 378 ---- -4L;Gmw PVI TA - 25+15 376 PVI - 2.. 7- 374 7---, 1-1-1 372 =77j 370 w 368 ON//& IMIZIN UL PIN STA M+Wn+M 11-14-13 DSM/AIX RM WMEN UL INN STA 2DM-22+50 366 ----------- 350 ROAD N RM! MIN PROFILES -0 I z ID ui :� . APRIL, 2007 N C4.6 1"" 40' HORT V : 11 - 21+00 22+00 23+ "" 24+00 25+00 pRoj No MADISON LANE PROFILE 01243 No Text f1Et0 / GENERAL NOTES: �. - I 7 I PLANS PREPARED BY: I - - 1 1 i 1 1. Utilities shown do not purport to constitute or represent all ublRles located ' pl I �• u a adjacent to the surveyed 6 port 1 y premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All 16 1 I ��. discrepancies shall be reported to the Engineer. I- y j / The Contractor shall contact Dig Safe (888-344-7233) prior to any 15 I r I +i 1 construction. 6 / CIVIL ENGINEERING ASSOCIATES, INC. 2. All existing utilities not incorporated into the final design shall be removed or _ — IIII' I I — — — — — 4 to FIELD hEWEOUiH BUHNGIOMN, c&IXi abandoned as indicated on the plans or directed by the Engineer. — II I 3 3. The Contractor shall maintain as -built plans (with ties) for all underground �II ' d I 11 , l — 2 utilities. Those plans shall be submitted to the Owner at the completion of the �I I i \ il- . . . . . ACL Project. - I DSM 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a a a_ —'►— _ -- _ ` _ direct or indirect result of the construction. 'r '�- — - ` _ i •, - .evxavao 5. All grassed areas shell be maintained until full vegetation is established. — - - . L — - -� 16 J 6. Maintain all trees outside of construcbon limits. I I * ' - - -�, ' �� APPLICANT: 7. 1�I ` The Contractor auto be responsible for all work necessary for complete and I _., `-- - - INDEX O F SHEETS: SOUTH VILLAGE operable facilities and utilities. I \ II 11 ` We M0 8. If the building is to be sprinklere4 backflow prevention shall be provided in (11C�y(�+dI > � 51 , CIVIL ENGINEERING PLANS COMMUNITIES, LLC. accordance with AW WA M14. The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for riser detail. I II I I / 1 `�� r .� S1.3 SUBDIVISION PLAT 9, The Contractor shall submit shop drawings for all dams and materials O� I 'Ill •♦ . C25 OVERALL SITE PLAN V incorporated into the site work, Work shall not begin on any Rem until shop ' 1 ♦ l ® ­ —zo �1Ly8t�IpgpEA13I�m _ J ' I drawing approval is granted. — ' •�,' �• • I +R _ _ _ _ _ f� - C25.1 IMPROVEMENTS PLAN 10. In addition to the requirements "tin these plans and specifications, the • ;+ - w'I I • • C25.2 SITE GRADING PLAN Contractor shall complete the work in accordance with all permit conditions and • ♦ any local Public Works Standards. ! )� "� ';, r --_ i `• C25.3 UTILITY PLAN 11. The tolerance for finish grades for all pavement, walkways and lawn areas I _ I _ J � I - , --, - C25.4 LIGHTING PLAN .hall be0.lfeet. II I • '• r I C25.5 LIGHTING DETAILS M„Rod wqe %. 12. Any dewaterinB necessary for the completion of the siteti 1work shall be . . considered as part or the act and shall be the Contractor's responsibility, l • • "�' - i I'- " ', 1n� I }� C25.8 EPSC PLAN contract i ;' I, C25.7 EROSION CONTROL SPECIFICATIONS �N 13. The Contractor shell coordinate all work within City Road R.O.W. with City_ — I + .. - �I , ----- STORM WATER s 9 authorities. _ - �-- rf - , POND C258 EROSION CONTROL DETAILS °qk TrM'- 14. The Contractor shall Install the electrical cable and telephone services in C25.8 SITE & UTILTITY DETAILS r --'J-�-'-- accordance with the utility companies requirements. r —� ) - 'I_1_ , 11) C25.10 SPECIFICATIONS LOCATION MAP 15. Existing pavement and tree stumps to be removed shall be disposed of at an •♦ ' y _ , 1 NOT TO SCALE approved off -site location. All pavement cuts shall be made with a pavement saw. • i I f i �; ,� ,;. I L - . C25.11 SPECIFICATIONS 16. If therere aany conflicts or inconsistencies with the plans or specifications, — — —.� 6)I •♦ I� �1 , l ' . _ '` 'r C25.12 SPECIFICATIONS the Contractor shall contact the Engineer for verification before work continues on —"It_a • !� dl; �i �r �.-.- .-..-f.-'. PROJECT TITLE: the Rem in question. - - - - ' • .... z - _ ARCHITECTURAL PLANS SOUTH VILLAGE A101 FIRST FLOOR PLAN _! .. 1 _ _ A102 SECOND FLOOR PLAN SPEAR STREET AND _.\ ... { -I J ` ' V . .. I - - A201A BUILDING A ELEVATIONS ALLEN ROAD ( f")7 (+ b 8 t to +,.' / ^� .•% .:.� . SOUTH BURLINGTON, VT A201B BUILDING B ELEVATIONS j • \ A201C BUILDING C ELEVATIONS LEGEND E— CAP 4 J A202A BUILDING A ELEVATIONS 33 J 29 30 i, ' , •.• � - - A202B BUILDING B ELEVATIONS WATER SHUT—OFF I I � �,..... ; �� 4 L -- \ A202C BUILDING C ELEVATIONS m, I. � ' -%• • • ,;� � HYDRANT JL I L -U �111 L� ' �L �-�. y "" • ® GATE VALVE _ - 1 t a-i �-_.�. � '�J � !.�•- � L-1 LANSCAPING PLAN —G— GAS 1 I , I - • --}^, WATER ♦ 12 —SS— SANITARY SEWER ---ST-•- STORM DRAINAGE ~l: - -•-- b.-.y®.'.=.. .... \ / 123 j 12 11\— ---UD--- UNDERDRAIN •o ® -L.tt :,� ; �ti �• —E — ELECTRICAL 11 \� /_� � ♦ � Q � O :: . ... . � ��.Dart cinicr® aaostoa JUN 17 2013 if LOT 50 I `\� _ ; City of So. Budingtor. GRAPHIC S LOT 50 CALE OVERALL Sys URNF �- J i _ ..........� .. SITE PLAN I I 1 \ • \ • . . . .. . • :.-1 �` \ , • .` .... • MAY, 2013 o I I � I waSie w 20' ACCESS EASEMENT SERVING � � I SITE ENGINEER: 'rSe aT,l O 5 - e, iS •w I EI MASTER HOMEOWNERS ASSOCIATION DPA14AM EASBA34T NOTE � cs ea LEGEND I I ro 1 f Ia4.Ot AC. a,NNACE NOTE 1: INDICATES STORMWATER MAINTENANCE ( - - - - PROPERTY LINE 1A O 1 O I II� r-aaar- -I EASEMENT (TYPICALLY 20' W1DE) CENTERED ON I � - - - - - EASEMENT LINE 1v 3S o11 5B I (� „mE �) SUBSURFACE DRAINAGE COMPONENTS VT. Narn7 0 IRON PIPE / REBAR FOUND w/SIZE IC s S 0.22 AC. FROMCPSOBSYSTEM 8 A1110lLL _ _ - 2I emTe'IrYw I O.2a AG Tf SI O $IyS O 5//8• REBAR w/ SURVEY MARKER 1 rn rry1L ENGINEfIUNG ASSOCIATES. INC. staff I' (1) /I 0.18 AC. ffiIg / ] PROPOSED I Nm'm Se I 1 (n 1 F ..,.a, .. s Kb'aS'{{• w 50e�""" I CJ L � 1 / / l7 PROPOSED CONCRETE MONUMENT - iiaa- ea.r n.,a•- xa -u.ar W I soSgTSgw SpggAr' , IT J G UTILITY POLE (EXISTING) _ArW lJOyy I -1 -I r�ar.y+ez1Y •10 / 20' WATER MAIN - `Iz corms xr �i eoo BUILDING ENVELOPES O c ry// I EASEMENT TO BE (1) I �I' owna R�/ 0.21 AC. / r i I ,� ry e I Y' I 184.at �li>S8 `7�/ / / ` NUMBER OF UNITS / O I O O �% 8 O p w 1 I �. CONVEYED TO CITY/ / SI' ACL / ro N f= s/./ a 0.20 ACRES :fix mia �.:(x o.1e Ac. O � II m azo AC. O �8 sly O !¢ .1 0.17 AC. I 0.17 AC. 1$ CORNER SITE TRIANGLE RESTRICTIVE ARE T aBc®ro ro (9 ro (1) ro N O.la AC. CIS / STORMWATER EASEMENT oe• re a / O I 1� U) ai F / /� TO BE CONVEYED DSM 1 0.20 ACRE I i - _ _ _ / �/ / wz,•y, " J ro L _ - -J L- - J L -.- - L_ - - .J IL - a- J - 1 / / / Y TO CITY OR COMMON EASEMENTS ON PRIVATE OTS ArPNoveo •T�,(_]� 'or L - _ _ J Nmvu•E > J / / / /��/( OR COMMON LAND I TRC I-�/7� R }lm' ye ]a• INm'ATN•E � NZe.eYx'J E / \\ / I ' 1 • -�` ¢ GeEIEEIIT Iwm' 1 H JTe� RIM,, IIIrt.'a a mxenao �°I? I I OWNER 1 � F 1LJ m ze.ty� ..._� rc" rja'E Lvx. J2' .IAAS _ � MULTI FAMILY DEVE PMENT TORMWATERONAMAOC \ ��'-\ RIGHTSEFERRED ENDINGI` POND 5 �NonE \ CITY OF SOUTH BU LINGTON QJ COMMUNITIES, LLC. 1 Neew°'1e E ) `� � ` � D.R.B. SITE PLAN PROVAL I 0.11a 12 I a xas �' yP I ; 1 1 ��� COA1�LIOW s O IJ \ \. "�• ze.,r STORMWATER (LOT 50)I D.2e ACRE I111•... (U � r - J �, - - Lyvp. IE � l J POND 411 TEMPORARY EASEMENT SERVING I _-+°'00• 0.9E ACRG9 O (m 00.17 \ \. L•i, .n, �e�'ar / I THIS PLAT DEPICTS THE PROPOSED SUBDIVISION OF HOMEOWNERS ASSOCIATION. 1y.4� r ro I I (3) I �' 'Sji o ¢t�.�'f xzt $ R-m{.9e _ e,Ln L - _ - A PORTION OF THE SUBJECT PROPERTY BASED UPON EASEMENT AND CUL-DE-SAC TO V+ i 0.19® I 0.47 ACRES J-��•N•w- J L--nmmw•E--er Q(�yv /T/"r• �\ OUR SURVEY OF THE ENTIRE PROPERTY. 1w+ -i3O.eo- - -w r - - - 'a r � ror y�0�^' -, 'w Sm9e 02.1 p�'0.° p{, N, �•E - _ _ � \ REFERENCE SHALL BE MADE TO OUR PLAT TRLED. BE TERMINATED UPON EXTENSION Q I51 _AC. _ I J g _-ia°o'- OF THE ROADWAY. ¢ Ill } I- - 5N',•E i. - $ (_ e M D•lro jI��A\j 9+.eT n_ -1 em L er I�"- �'-- \\ \�\ vxu0'DOINIM[ vuioNSREV C LETRATED ST-S 2UTH I r ao' L a- F $ n I 27A 005, �., w- h' JLry, �O f r i • �•VxAq �yEN�r I \ \ \ RECORDED IN THE SOUTH BURLINGTON LAND sy ro 0.19 0A I O Cg� N n,E_ .:;.` $- e ^ RECORDS. I 1 xm oxW u n_- ^ACRES 0.19VYACIi69 ro •$ •2 AA p9 IWININ I I / \\ \\ TO THE BEST OF MY KNOWLEDGE LBELIEF HIS PLAT a92 ACRES - (A 's 7 •� - - O �Os1' I- \ �M ( ` PROPERLY DEPICTS APROPOSED BELIE THIS OF I� (9) ?�I j� r M .19 - Ses>'E -w I 0.19 AC. 0.19 �I I O ^R I EAT / / 1 1 EXISLANDSURVEYED UNDER MY DIRECT T NG BOUNDARIES SHOWN ARE BASED UPON O ^,Ill ro I Ac. 1 1 0.26 ACRES DO a (sfw,E,) -. ! 47 / 1 I OUR ANALYSIS OF RECORD a PHYSICAL EVIDENCE /`/J I Pf 1O II 0.94 ACRES hIw -e'E {�tW �jO/� (ij Q. a a 0 a I RECOVERED AND ARE IN SUBSTANTIAL FUTURE SCHOOL SITE SUBJECT N �I O 1 p'p° 1' I ro 33 L J L.- JI; I /®a I CONFORMANCE WITH THE RECORD. THIS PLAT IS IN TO CITY OF SOUTH BSITE STON D.R.Bii I lI D.31 ACRES I; (3) 1 L gpyi>]e'E ae: Rg o7�•a�w- coremm SUBSTANTAL COMPLIANCE WITH 27 VISA 1403. THIS SITE PLAN APPROVAL I TT h ,1a.cd QQ 0.20 ACR68 rj}}LZ(E[ r 0.39 AC.. ( ' STATEMENT VALTURE A WHEN ACCOMPANIED BY MY (3) S J E RNnA(£ EASDIENT S 36.3Y 7 6 _ r n S I I /� / ORIGINAL SIGNATURE i SEAL (ABOVE). (LOT 11) J/l I _ > cacti (mC NO1E t) l °•° _ _ 111 _ seza{ i j 3 1 .ia7 % I _ - g U J r j p •ON 4 O a2' I I / TIMOTHY R. COWAN VT I 59, > E xaa DNAN_ i Soi>=E _ 0.14 $ O O�N4 =16 0.13 _ I I .50 / 1 / I I (SEC wFE I) E o.09'_. 32 H I 41 �- 0.30 ACRES PROTECT TITLE: 0 x°. > _- CAD. j � 19, ;I I D' i I IZ/ A9EN Sy�rSeE (z) I - �oE ,.I s D.19,)�.(fl (3) L49 ACRES / ' it SOUTH SOUTH VILLAGE 6.04 ACRES KwAK' ,) .f 1 . -sO� 0.29 ACR19 / a: a: (AE xe.Ow „O.W-.--� Via Nl�._ Se19{'uE 81 1 E ---� 22 � - 0. __ _ _ �p�"� O 1 AC. '$g � _ _ J L.-n.90 � La9.o+x' I lely.I /1 12 1�Iw m�.i'mao •,>Se• .,a �P}• S igM S 0.26 AGREES 1 25 AC. I / I� IN Irn S pp/ SEE SHEET S1.3A �// `Q O _A O.zaO Is _:_ 1 -'°�o Y = '° bf �ETFROErr T e / I I y) I / SPEAR STREET & FOR LOTS 11 11A & 118 A 20 _ e. ( - ro V s I I ALLEN ROAD /`• $ ' - 1 1 0.16 g s9gye'p lr - amve'oYw aWo •w arrr9NR r 9 / I ro a ems I - 24 _„�_m _ _ _ n. _ .e ,_aTa' 1e' - - - - I SOUTH BURLINGTON, VT I t q� _ J - „o - 0.23 Ac. I O 1 r l p - 1 1 I a I� r �0.18 �s __ w 1 =ia - _59 - I del (� ilk ro 1 1 ro 1 1 49 z - _T,O. y( O n," 0.29 AGREES p F I 9eI,N•xe^e //' o.za ACR1:9 'P ro W gF ` s (ti 1 o.1a 1 1m D.zO W'6 36 = - 0ey $ E D.12 AC® -1 D.zB AGREES .1# 23 s O - R � I a19 ACR® 1 1 � � _ _ _ I I of I to ROk/ / 00MM0fi L_.- as - � F F (y _ .. -_ - r -. sexxa«•E o.ls (3) _ a. J3 S . 1 .1 / • o / Nww / NS,w•ur - ♦1 E A1.70' Nrtse.ar un ze.ee ,m.w (ro0.12 ACO.Y L-Am i �$��,7trraBBS,,7�.4. \ \ .R-Ea].°e' /) /i /j //'hT'A'7 ,, edA• .T O..°n_easoost• LR-.uppy10. 10j a0{..-rmS .ar _00- lLNS.a-z1ag7,)a.e.N-OOafNa3nmA.�EEt,��c-N(1Np�pI'I MC -ULYT-I- F�]Ae.M.l�YILY ;9v.+T _ _ -,IIfI I _1 II ' ,a FN(eN-Seaiar00 _Nm_1r_SiaI C 1 -S _-xO 5TarnSa-E _- J w^' r•SPrbyir --„ a.- ro_- J=- srL.s-penw. ..ar - -Jpp1AyI /I l/�NN i-/etO eeS/ wtEtxw w / l/ dd1 rl I84O.i AGREES�' O35 315 c-ti 0.19 AGATES 0.19 ACRES zI37 l r/ I I 10 ro� 0.80. ACRES1 n«R(Tm. DEVELOPMENT u ijlr-_-- 18 0.22 ACRE <n°iERIIGHTS DEFERREBDURPLEINDITNG 110.18 ACRES CNGONOF SOUTH - SITE PLAN APPROVAL m. p D.R.B0.52 ACRES N /II -s a 552 Ell(LOT 4) _ �'IA4g.O I , , { F �A 5 __-------- EA9EMDB„ 1 FAYC116 LOT \'• L-,am R T N 1 _ _-9a{six w-=act r>o W R�9.99 CHIPMAN STREET $ m N J / I� LOCATION MAP �- xm 0.92 ACME a1i I- _ I _. ro 0.2t ACRES 1 I aarACA® . -_J eae SasA' a +a - 1 \ Oz•E xaewa nmwaoxt „zbt• 1 I NOT TO SCALE TL (U ro J _ _ - _ �,9x�9°'s i n _ �- -- - - - - - ro r e. , _n_ar _ n ow n.ar _ mrr L--II - I II' _ - - - sneAa (T E e r w r / LAIN c,rtc�a BEFIsKIN L It ' 141 . - x.al� X.Z soov, oe'w - uEss usEMD+r M 0.47 ACRES I I ,�q 1 /. I IE wem'xaW L-__-- LESS EA ELOT FAWR Off LOT i1$ O uE O E O yi O YSI p'n• FAYM Qi LOT !8 OW MANAQLDIT i •109 Ntl :nb ilp ;llli O 1 w' J� 1 I I 8-.5:-10 TRC ADDED EASEMENTS TO LOTS M A IB iiTT _sJ8^ 0.17 AC. I- I- 0.17 AC. li STORMWATER EASEMENT I N� T_p5-09 me Mmsr LOT uA rm LOT na W MANAGEMENT a FiwN OF LOTM.M 3 Qi7 AC. - 0.17 AC. P a 0.24 ACRES I lSLOPE EASEMENT IN j ro � i � 1 1 \ TO BE TO CITY ONVEYED / 1/ P. h T. Clifford I-IB-aB TRc OEATE LOTS 1A A mnrro (9 I ro (1) I/(Shelburne)2.07 ACID I I IIw L- �a--J L _ _ J L_ L- L - LW_'-3-31-OB 1RC d1AFTING DXiS STORMWATER EASEMEN 1� - aa7t ACRE Ill �° 02 w wen oz 5m'OB az w s°eve'm'w I \ I 1-31-M DSM BEVD BUILDNG FRONT SETBACKS TO 10' 20• RED. PATH I �T0 BE CONVEYED TO CI `� ` _ - -, L/ I \ I IE 1-3-08 DSM AND E. RSHM LANE EASE. TD CITY I VVV I JO' STORMWATER EASEMENT --- ---- -- // / I REMOIEO BENNUY LANE____ 1 DRAINAGE FA TO BE CONVEYED TO CITY P \ - 1 STORMWATER LICENSE 11-9-07 DSM REVO BUILDING SEE a NEAR SEFIACKS TO 5' SEAIENT Y /I \ I I (WITHIN R.O.W.) TO BE s-zs-- DSJ REVO LOT LArouT a GOLDNG MAIOPE A­TFci- 11r/CONVEYED TO SOUTH STORMWATER �_-TO POND 2R I/ VILLAGE COMMUNITIES 20' IMDE ORAINAGE - W POND 3 IRREVOCABLE OFFER OF ' MAINTENANCE - - - _ J R EASEMENT TO CITY I B- 1 \ L_---TIoN _ -__ - kl � POND 1 - �/ EASEMENTTO OT E SUBDIVISION _L TORMWATE e }^y^ DEDICATION - 14 K 2OO' 20' RECREATON pgTH Eq$EMENT TO CITY --------- -------------_ R N / y 1 R.O.W EXPANSION / C _____--_-___- _ _ TOWN OF SHELBURNE 1K7�,a' 20' WIDE DRAINAGE EASEMENT TO CITY-------------------� \ 1 It TION PA1H 2O -_ 1 1 ___ ___________ pSEMENT .- - ------ NUtl:2 L+__ , _ _ _ _ - 'Z _ - _ ya E '� PLAT noe��t'E ezo.n' � - - � �� ma'ea3n°o �_�� � - xarJNaza 7 � ----------------- --------------------- ----- ,I - se - - - -� 1I -1---- ------------- � -- -- 1LDGINs0a, S1.3 I 1 1 I I IN FEET eeEer) Irvna. ,,no 1 I I Inch x0 /I r,N2e I+t o 2+00 0-0 4' WIDEN CONC. WALK 20' WIDE PLANS PREPARED BY: f CIVIL ENGINEERING ASSOCIATES. INC, IOUNCRELDVIEWLWE, SOUIHBURLMTON, VT05103 BOPAM-2Y1s FAX 6(RA64Y111 web.' ww.cesN.ean DRAIIN ACL clrecl�D DSM APPROVFO DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. W W o __r � ls, PAVED ENTRANCE 1 , - \ ROAD WITH CONCRETE CURB �� is el \ \ 9 UO S' WIDE CONC. WALK ( / ��qN �Tati- / 2 z \._?`00 =" LOCATION MAP ,4 / \ , -NOT TO SCALE 2O`er ' - 5' WIDE ^ ` PROJECT TITLE: C.C. WALK J \ 'CLASS' 3 li (TYP.) q. /q,`C�Cie T �40. WC I `♦OUTH VILLAGE TLA9D J � , e — m _ 9ow1h Bu,lloel �'�• 1s C 12 SP AL RND EN ROAD _ / '�'�VIa ♦ / SOUTH BURLINGTON, VT \` \ 60' WIDE PAVED PARKING � �ps� I o J "�!7y� I LOT WITH CONCRETE CURB LEGENDJ/ / E= CAP 35' WI AVED PARKING- \`` WITH CRETE CURB ' j '�� WATER SHUT-OFF \` HYDRANT I 1 80' WIDE PAVED PARKING - 1/u - - 'YyO LOT WITH CONCRETE CURB GATE VALVE \` DUMPSTER ENCLOSURE 4' WIDE CONCWALK 1 NSTALL LOCK RETAING —G— GAS WITH FRONT CONCRETE . .\ 8 / WITH RAI NG ALONG REC A APRON 5' WIDE CONCW ALK \ / I 4' WIDE CON WALK —W— WATER —SS— SANITARY SEWER 40' WIDE PAVED PARKING LOT WITH CONCRETE CURB �J / , -ST-- STORM DRAINAGE -•-UD-•- UNDERDRAIN —E — ELECTRICAL vs cRECR6D RRPISION \``\` RFCRFATO \ /• I PgTy ¢ \� 0 LOT 50 GRAPHIC SCALE `\`` ♦♦ %� /IMPROVEMENTS PLAN ( IN FEET I I inch = 30 (t. `\` _ _ _ _ DATR DRA11DiG NU103SR MAY, 2013 _ acecR -- -- -- -- -- I `�, - - 1'-30` C-25.1 13162 S vL 14 �\ \ �V. IN (8" )_ I f�)✓. 0 T i' S HYDRANT 6" GATE V H #Q3 STA. 4+58 / INV. IN (6"N)=_775�8 --INV. IN (6"S)= 356.8 1IV V7 tN- (-4 1( _ 356.8 INV. OUT (8"S --7- 8x6" TEE & 6" GATE V VE el w � »:a 1 j ' �t 8X8 TEE 1 (3) 8" GATE VALVE SMH #22 STA. 9+01 RIM= 369.33 l l --_ x6" TEE & 6" GATE VALVE INV. IN (6"S)=�60.4 INV. IN (8"W)_ 360.4 if INV. IN (8"N)�)360.4 INV. OUT (8;�)= 360.3 8x611 TEE /�v c 6" GAT yALVE / r 8" GATE VALVE- 2 - 45' BENDS o0 - yr HYDR / 12 � C / Bq�� 3675 344S s 20' SLOPE, UTILITY) \ & LANDSCAPING i EASEMENT \D i _ 1 16 i3 ,, GRAPHIC SCALE 0 ( RI FEET) � 0 I inch = 20 [L `�` 16 K .3 TRANFORMER VAULT \ \ \ \ \ "v/ \ Bqs � 3j 6 9 PLANS PREPARED BY: r CIVIL ENGINEERING ASSOCIATES. INC. 10 A4WSFIE D VIEW JAW,, SO M &FREYIOTON, Vr 054M ACL cxecaeR i DSM .PPRoWR x DSM � APPLICANT: ill SOUTH VILLAGE COMMUNITIES, LLC. / r LOCATION MAP: V4 T / ry fi / I = I= . Ir I C a I (D i / Q W i f w ; J / i PROJECT TITLE: SOUTH VILLAGEI h xnrl�nl i V.rm,n i SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT E— CAP WATER SHUT—OFF HYDRANT ® GATE VALVE —G— GAS —W— WATER —SS— SANITARY SEWER -•-ST-•- STORM DRAINAGE --UD-- UNDERDRAIN —E — ELECTRICAL nere cxecrzER REnslory LOT 50 UTILITY PLAN RATE R1mRiG N—BER MAY, 2013 sc"E 1' - 20' C-25.3 P W. NO. 13162 CD Ln N C) u O 6LHIC SJALE 71 IN FEET I inch 20 ft. 0 call CD 0 0 ----- - IL + 07 c0 A1.4 o im 44 9 ALI 80�j 00 .0 14 A 114 s Lp-, �Qq 44; 69 36. '6 0- I 20' SLOPE, UTILITY & LANDSCAPING EASEMENT IPA' .......... 1 36 8.0 363.9 61 /V pgrH CDNTOUR LEVELS: A- 110 8= 5.00 C= 1.00 D- 050 E= 0.10 F-p X7 a4 1 -5 3"'As F p ats s jai. , ems. -�- � / '�/ /116 WF fle aeolcd by Lbft W) . 5/30/y013 I1-.U42 M U— Mm�l 's Is ig 11K Emma= W�.§ m PLANS PREPARED BY: aft ENGINEERING ASSOCIATES. INC, 1OWMFIELDVIEWLAhE, SWTH&RMTOAt, VrO54M ACL CM—D DSM IppRom DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. LOCATION MAP PROJECT TITLE: SOUTH VILLAGE SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT LEGEND E- CAP WATER SHUT-OFF ,IKY HYDRANT (D GATE VALVE -G- GAS -W- WATER -SS- SANITARY SEWER -.-ST--- STORM DRAINAGE --UD-- UNDERDRAIN -E ELECTRICAL — ICRECEED REVISION LOT 50 LIGHTING PLAN DAM D—C -ER MAY, 2013 scAce 1' - 20' C-25. PR- No 13162 CONCRETE BASE ED4E a xoADwxr IN, LAN. i —BASSk.S "'' p�N AHLHOP BSOL�S .°TNE PLANS TCMPU.T F,NMiSED By Paf MANUFACTURER CONDUT LANKr scLTRE uAM. rLOCAVY S Ca°uir 0 A BAR p G CN0 BARS A• G _ U' d �r`EAL saAEN6 .VtlfBMIT . REM. -EL BOTIOu AS .0vMGpNeEGAD OR w ri OTH VnAEM B`T'fD". PLAN VIEW CORE -IF NEP S K e�sE rs Eq. SCORE RA NX(rYP CALJ SEE NOT /4I 1 -1/4 •' ryiniMuw) 'AEEPWxD MSTAL�LLCi - °- EE PusncDR._ IwW° no LENEi0w cmmL (ZYEAMOrt ;PREFExR;D MN.7 OROUNDINO EIECTRWC F-01. 4EANANQ. (iw.) ELEVATION SCORE MAR DETAILS w Es THERE ARE Fax BARIL• SZEB M COTICRET BASES 2 FEET % e f0Ei T. E USED wIx M TOP MOUNTED LUMiNM s wMp YOIMIMG XppITM a LESS MAN ZD FEET A ORMI AN BAY 40 FLx)T MpINnNc xpW � AND ANYB UP TO a F°iT:zT in LTE.ieixl. r« BAY 9ZF ]-1 FEET S e "T FOR -S w1N LE95 THAN 'DAANus L£sS MAN TO FEET in —OR wB M0.1Xnnc'"NEiW f g00T, -�- rnM Lincmz iTMT X 9 FTM_Twm�aProl00u eAY�nx MWs AND SHALL BE MCREABED rN 9. E RECOLN.EIOED BY ME LrWT �n�M M<MANpACNRm. HEB xur---o LapL rTµT W AE FLAT NASlIER4RLAYLD -S".� y TMANCHp1 Bp� � VARTT— i tl_ ALL ANCHOR BOLTS TO BE STAINLESS STEEL �Em�® ma-IIIIIIIIIIII v=mm ammo mmi00ii zmc DOE, ANCHOR BASE S (xa-eREANAwAY) MApA ` 0 (O�Osr"F HAN.NOV£ PRETERPED caNTMuas W MDT MST (yE NOT B0.T CO IUD. E-IeOA) 4 EO[ NEWA ANCHOR BASE I) T#Es w osDrL� j%j_ 2) ANCHOR BOLT TOAPLAT FURM!SIED BY OLF YNMWACNAEIi. VARIOUS BREAKAWAY OPTIONS TYPE SMALL a sPEcwB:D . PRD.ECT PLANS SUP BASE NUT POLL µP BASE LIP BAY WASIFA — 84T NUT MELPER PLAT l0IX W 9 M uIP VAST rASNER ANWOR a.i PWLAASIER SUP BAY WASHER.._ ANCHOR Rai WASHER SLIP RAY BOLT — ANCHOP RaT RUT MELDS ANWDR BOLT SLIP BASE ASSEMBLY ( BREAKAWAY ) OP WEN' OT TRANSFORMER BASE ( RECONMENDED BNEAMAWAY FEATURE ) CIRCLE PER XCIPER IMPAC�MG w PATH NANWOIL Bar E FOR TO BOLT AN.. BAY iRAN40RILER BAY TO INANSTOBOER BAY TO CONCRET BAY Y STAINLESS I— ww:s1°'b Loa ( 4 FAW RFOUIRED) NANp1aE S30 •• 9cn°x a -a T a wEr TRANSFORMER BASE 3)IpT e�`ARA6A�DEgoL A sP BA" ��'TFk"c�xrcR�Etc" eA��AMwO` POLE BASE INSTALLATION DETAILS NO SCALE CONCRETE BASE AND GENERAL NOTES L LWTA� fllllSwCO VITN 1%2 INCHAOIIPISSEOGIXB ill x°vE A SIOOix LEVEL im 2 ALL REViBRCINO SILLL iU CUNR— 10 THE REOUIREMLNLS ,ON '•HLINFUR:M4 STEEL.•' TEE ®TMlED By CBNTFU TC OR PRE TOSCOME R Tia Df BASES MIB VASIERS TO A SCORE TOP OF CBNCRETF BASE TO SHOR LOCATION OF CONOUIT(O. B CONDUIT SIZE - Al S.— pN 1K PLANS 6 ALL LX MI. -AL ARDVAMC $HALL BE 6AL—IZED IA STAINLESS STEEL. t IFRFRE ELECTRICAL CONDUIT 6E THCONCRETE BAY IS GALVANIZED STEL, TV I. MUNYMN RADIUS TDR RIGID METALLIC OR ELECTRICAL CONDUIT SMALL BE SIX TIMES THE INSIDE DIANErER 11 THE C°NDUIi. B Y[ STANDARD SHEET E-I23 FOR P EETAIL 4L99EENA APPROVED FUR USE UN FEDERAL AI 10. pp PNO M E�UFNE 1985 �ASHTO' EaIiREME VL FDR CANVAY FEATURE MAY ANUUSSE UNLESS A SPECIFIC TYPE IS STATED 04 ANS. STAINLESS STEEL BREAKPWAY SUPPORT COUPLINGS PpE mNEM NUI LOOM WASHER O I WASHER (TOP a BASE) o RAT WASHER (TOP CE COUPLING) .. AN BAY 1NxEADEO snu ccuPUXc faF w'"i0"fiO—R D Two PIECE90R1WG FOR TDA� VA"TM$I.O.° ITAM 'E. I "EEL RE, wA O_ AND Ds SMALL BE ITNN . STEEL THIS SHEET OTHER STDS. E-173, E-ISOA, E-181 NOT TO SCAL REWIRED ANCHOR BOLTS & — TEMPLATE BY LIGHT POLE SUPPLIER BOLT OR CADWELD GROUND WIRE TO POLE FINISH GRADE- 3/4' CONDUIT FOR N6 BARE COPPER GROUND WIRE (4) /5 VERTICAL- 3/4' x 10' COPPER WELD GROUND ROD BOND TO CONDUIT, BASE & POLE HAND HOLE w/COVER FINISH GRADE 1 I �I II N It o t I h+-1 80 PVC FROMI IVSCH POLE TO POLE BY/t"'— SEPARATE GROUND WARE '1l\GALVANIZED STEEL TO PVC CONDUIT CONNECTOR #3 TIES O 12- O.C. POLE LIGHT DETAIL (BEHIND CURB) N.T.S. 1. NO POLE SHALL BE INSTALLED WATHOUI A LUMINAIRE ALREADY ATTACHED. 2. ANCHOR BASE AND ANCHOR BOLT DIMENSIONS ARE SHOWN ON MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. ALL LIGHT POLES WHICH ARE PROVIDED WITH A BREAKAWAY FEATURE SHALL CONFORM TO THE REQUIREMENTS OF THE AASHTO 1985 STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS, SECTION 7 AND SUBSEQUENT REVISIONS. 4. LUMINAIRES SHALL MEET THE REQUIREMENTS AS SHOWN ON THE PLANS AND SPECIFICATIONS. 5. ALL ELECTRICAL MATERIAL AND ELECTRICAL WORK SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE AREA ELECTRICAL INSPECTOR AND/OR THE POWER COMPANY WITH JURISDICTION IN THE PROJECT AREA. 6. ALL WORK MUST MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, AS WELL AS LOCAL AND STATE CODES. 7. EACH STREET LIGHT POLES SHALL HAVE A METAL IDENTIFICATION TAG ATTACHED TO THE POLE. PAYMENT FOR TAGS WALL BE SUBSIDIARY TO OTHER STREET LIGHTING ITEMS. 8. ANCHOR BOLTS WILL BE ACCEPTABLE WITH EITHER ROLLED OR CUT —IN THREADS WITH MINOR VARIATIONS FROM THE SPEGFIED DIAMETER. 9. ALL WELDS SHALL BE AT LEAST AS STRONG AS THE MATERIAL BEING WELDED. 10. PLANS SPECIFY POLES FOR ORNAMENTAL LIGHTING IN SEVERAL LENGTHS. STYLES AND LENGTHS, PLANS SHALL SPECIFY. 11. COORDINATE EXACT LOCATION OF POLE LIGHTS WITH LANDSCAPE PLANS, 12. COORDINATE TRANSFORMER/BREAKAWAY BASES WITH POLE MANUFACTURER. 13. ALL LUMINAIRES AT ROADWAY REQUIRE BREAKAWAY TRANSFORMER BASE OR BREAKAWAY BASE. LUMINAIRES NOT ON ROADWAY REWIRE ONLY STANDARD BASE.. ANCHOR BOLTS & TEMPLATE BY EIGHT POLE SUPPLIER INSTALL EXISTING BOLT OR CADWELD POLE AND LAMP GROUND WIRE TO POLE PAVEMENT FINISH GRADE 3'� SURFACE •I t o y I Yt '.. s .. .......... ............... TV 2 3/4- CONDUIT FOR SCH 80 PVC FROM GROUWIPER _.I POLE TO POLE D DE 1+_ j. SEPARATE GROUNT (4) III VERTICAL I I twS_ WIRE 3/4' x 10' COPPER GALVANIZED STEEL TO WELD GROUND ROD Y4• PVC CONDUIT CONNECTOR BBASE At POLE OND TO CONDUIT, #3 TIES O 12O.C. POLE LIGHT BASE DETAIL N.T.S. PLANS PREPARED BY: C CIVIL ENGINEERING ASSOCIATES INC. 10M4hS)WOVHWlAfE, SOM&RLMTON, VT 054N e�eeazss cAR. e°zm4nn weD: ww.mrNLopR DRAWN ACL ceaclaD DSM APPROVED DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. I ILLATION MAP: PROJECT TITLE: SOUTH VILLAGE� NP I1, BneLin V SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT LEGEND E= CAP 4& WATER SHUT—OFF HYDRANT ® GATE VALVE —G— GAS —W— WATER —SS— SANITARY SEWER —•—ST--- STORM DRAINAGE --UD-- UNDERDRAIN —E — ELECTRICAL ATB cRC® RMBEON LOT 50 LIGHTING DETAILS MAY, 2013 s- 1• - 20' C-25.5 13162 j g3es3,� 13 6 8 3 OPE, UTILITY ANDSCAPI G EASEMENT SLT FENCE NSTALL EROSION ` CONTROL MATTM F�TIoN GRAPHIC SCALE lo n IN FEET) I i ch — 20 R �\ fRNd A _ jO i O I I I i i I ,co lyl � I 1 \ ��I 1 '❖:•:;:•:e,• �-. ' -ter' � �' - � ❖:❖:❖i •. •i•I ............ . liff mitummiff CATCH BASN� NET FIRO ECilON v cT,rP� i / / / PLANS PREPARED BY: C CIVIL ENGINEERING ASSOCIATES. INC. oAwrsFEtovffwtA, so rHeunwcrowas N, yr N ACL CRECIOSR i DSM ) i nPPRGWD i DSM APPLICANT: it SOUTH VILLAGE !J COMMUNITIES, LLC. LOCATION MAP: / / PROJECT TITLE: ') SOUTH VILLAGE 5•n.h Bn.lin.inn Vc.muu SPEAR STREET AND ALLEN ROAD i SOUTH BURLINGTON, VT LEGEND i i ' E= CAP WATER SHUT—OFF yY HYDRANT i i ® GATE VALVE —G— GAS �6 —W-- WATER I —SS— SANITARY SEWER x — —ST--- STORM DRAINAGE J—UD— UNDERDRAIN —E — ELECTRICAL / OATE C16CEEE RMSION LOT 50 EPSC 1 PLAN � NAT6 0 MAY, 2013 l' - 20' 13162 DRIB NU ER C-25. � I � -1I ' •1 - "' 1 C13- RIM -I t NV. IL}�; OU =. i �9 1� 30+37 s 366 / 04s�)3 �3 CB #508' RIM=362.0 1 INV. IN=357.0 INV. OUT=356.9 CB #50D\ RIM=365.3 INV.=360.3 CB # OCR RIM=36 .0 INV. IN-36QQ.0 INV- OUT=359.9 l� EX. POWER POLE (TYP. NO EARTH DISTURBANCE WITHIN 30' OF EX POLES 'I '' DM - STA 6+12/500+05 =366.3' lot 9 ♦ NV.-361.3' 2 36g ` 4 _ BC�8 �U// Q 36 O 37p B � r/ g 9 BC368 Ab s. 7 _ 6C366. p 9gS�M�� s Co 3 syo 36g6 b`%s 0) � I 16 BC36 .g 1 2 96O 368 6 36g I g y 8C36g 6 3 - C368.O C > .QJ - 0 f 8 368'3 36 \, \368 _ y OPE, UTILITY 36 3 36>� ANDSCAPING 6S / EASEMENT `. CB #50F }� RIM=367.3 (TYP.)- INV.=362.3 ` CB #50C \� RIM=365.7 INV. VOUT=360.E CB #50E RIM-367.7 INV. IN=362.6 CB #50H RIM=364.9' INV. IN=359.9 INV. OUT=359.8 Al �rz O qpp cu 1 �I �R UT OR F /<QUW/ h//y OR q EX. POWER POLE (TYP.) \ NY NO EARTH DISTURBANCE GRAPHIC SCALE WITHIN 30' OF EX. POLES ( IN FEET) \ ` 1 inch = 20 It `\` 0 RB =23A 12+ 6.5- IM6 'INV. N 357.9' I INV. OU = B 21 - -'% .5 - - M=362.5 INV. 007 B sT8 4.361.-. IN . INV. IN=356.5'(S; INV. OUT=356.4'- CB - STA 8+00 RI - 1.4' CHIT= O' � n2 J eV'LZ/Alow 3 IDA3E p 36 S -50j \ 16 \ \ I I CB #50J \ RIM-362.3 ' INV. IN=357.3/ INV. OUT=357-P Y l O PLANS PREPARED BY: r E wtv- CIVIL ENGINEERING ASSOCIATES, INC 10 M4WWMDffWLANE, SOUrNeUR MMN• VT 0 400 rn AC N L CHECKED i DSM C i .—M. C i DSM APPLICANT: N it i SOUTH VILLAGE COMMUNITIES, LLC. LOCATION MAP vJ / /I C + BI 9 1 IN 3 Jf PROJECT TITLE: / `O � M SOUTH VILLAGE 2 rh Hurltn Vv Ion. r a� SPEAR STREET AND ALLEN ROAD O I; SOUTH BURLINGTON, VT W LEGEND E= CAP 4& WATER SHUT-OFF / HYDRANT ® GATE VALVE —C— GAS 6� —W WATER —SS— SANITARY SEWER ---ST-•- STORM DRAINAGE -•-UD-•- UNDERDRAIN —E — ELECTRICAL DATE I CHECKED REVISION �r _v � LOT 50 SITE GRADING PLAN / un C .t11IN4 NLRIDCR / MAY, 2013 l' - 20' C-25.2 13162 / PART 1 - GENERAL LOT SUMMARY A. Section induct a: 1. The work under this section includes but Is not limited to providing all labor, equipment and materials for the Installation of all required site related eroslon control measures. If not otherwise directed on the Plans, erosion control shall be in strict conformity with the latest revision of the 'Vermont Standards and and Specifications for Erosion Prevention and Sediment Control'. B. Related sections: 1. Section 02210 - Site Earthwork 2. Section 02936 - Permanent Seeding 1.02 GENERAL NOTES A. The discharge of sediment laden water from the project site is prohibited. All discharged water from dewatering operations shall discharge Into a temporary sedimentation basin. B. Contractor shall install all erosion control measures as depicted on plans and details or as recommended by the Vermont Agency of Natural Resources, or Soil Conservation Serves, prior to any construction. Contractor shall also be responsible for Inspecting and maintaining all erosion control measures until project is completed. C. Contractor shall also limit the soil disturbance and seeding application dates to between April 16 and September 15. If soil disturbance occurs later than September 15th and prior to April 16, winter erosion control measure. will be necessary. Contractor shall consult with the Engineer for additional .it. aP_Iflc winter erosion control measures. D. All stockpile material (topsoil, borrow, etc.) will have a silt fence constructed around the perimeter. Seed and mulch stockpiled material as soon as possible to prevent sell erosion and sedimentation off site. Locate stockpiles on the uphill side of the disturbed area., If possible. During windy conditions, stockpiled material eh all be covered or watered appropriately to prevent wind erosion. E. Slopes greater than 1:3 shall have erosion control netting Installed to stabilize the slope and reduce the erosion potential. Install netting over mulched slopes so that all parts are in contract with the soil and mulch. Pin netting with wire staples 3' c.c. to ensure full bonding with soil surface. F. Control dust through the application of calcium chloride or water. An average application of one pound of calcium chloride par square yard of exposed area should be considered for each treatment. The exact number of applications and amount of dust controller shall be based upon field and weather conditions. It shall be spread in such manner and by such devices that uniform distribution is attained over the entire area on which it I. rdered placed. G. Install stone check dams In grass -lined .wales 50 feet on center to prevent silt from washing Into the drainage system during construction. Check dams .hall be removed once vegetation is established. PART 2 - PRODUCTS 2.01 EROSION CONTROL NETTING A. Jute netting shall consist of undyed and unbleached yarn woven into a uniform open plain weave mesh. 2.02 FILTER FABRIC A. When filter fabric Is required, it shall conform to the requirements of Mirafi 5GOX or approved egivalent. 2.03 CALCIUM CHLORIDE A. Calcium chloride shall conform to the requirements of AASHTO M 144. Either regular flake calcium chloride, Type i or concentrated flake, pellet or other granular calcium chloride, Type 2, may be used. 2.04 WATER A. All water used shall be clean antl free of harmful amount. of oil, salt, acids, alkalies, sugar, organic matter and other aubatances injurious to the finished product, plant life or the establishment of vegetation. 2.05 EROSION CONTROL MATTING A. Where required on the plane or where directed by the Engineer, erosion control blankets (matting) shall be North American Green C125 for swdes, and SC150 for elope stabilization, or approved equal. Type A Stabilization Hvdraulieally Aeolled Nudon AppAegle v approved equal Appliwtlen Rate 4,000 Ibe per eve Composltlw - Reined wood /ber (90% by weight) Blended hydrocallold-based binder (10% by weight) water Holding Copa.Dy - 10 tones own weight Surface Coverage Thickness - 1/8' to 1/4' MpttIna North American Green DS-75 Zy degradable - non- van y blo-degraale pine (may require multiple inetollatlons) OR Type B Stabilization Hydraulkaliv Aeelled Nulch EcoAegle cr approved equal Application Rate 3,500 Ibe per acre Composition - Reflned wood fib"' (90t by weight) Blended hydrocdloid-bayed binder (10% by weight) water Holding Cpaclty - 10 times own might Surface Coverage Thickneaa - 1/8' to 1/4' Mpttia9 North American Green OS-75 Fully degradable - non -woven Fully bio-degrabie pine (may require multiple installations) OR Type C Stabilization HWrnull. or approved u Application cr approved equal Compotltl Rate fined The per fiber ( Compositien - Rained wood fiber (907t by weight) Blended hydrecollold-based binder (10% by weight) Water Holding Capacity - 10 times own weight Surface Coverage Thickness - 1/13' to 1/4' Mattlas North American Green OS-75 Fully degradable - non -woven OR Fully bio-dagrable pin. (may require multiple inelallatione) Type D Stabilization H)draWically Aeelled Melon Applicatlon Rate 1.500 Ibe per acre Composition - Standard wood fiber Blended hydromllold-based binder Surface Coveroge Thitkneee - 1/8' to 1/4' M.ttl09 North American (keen DS-75 Fully degradable - nan-woven Fully bio-degrable pine in (may require multiple Installations) PART 3 - EXECUTION 3.01 CHECK DAM AND INLET PROTECTION A. Hay bales shall not be used to construct check dams or as a means of Inlet protection. B. Check dams shall be installed in accordance with the project details, and inspected weekly and following any rain m melt event producing measurable runoff. C. Catch basins within and adjacent to construction areas shall be protected In accordance with the details depicted on detail sheet. Inlet protection shall be Inspected weely, and following any rain or melt event producing measurable runoff. 3.02 SILT FENCES A. The silt fences shall be constructed In accordance with the construction detail. The fence shall generally be placed 10 feet from the toe of the slope or as shown on the plans. The end. of the fence shall be placed uphill to form a horeeshoe shape to trap all runoff. S. The silt fences shall be Inspected periodically for damage or build-up of sediments. AJI damaged fences shall be repaired or replaced. Sediment deposits shall be removed from the fence as they build up and be placed in an area where there is no danger of further erosion. 3.03 EROSION MATTING A. Erosion matting shall be placed on all grass -lined ditches with profile grades exceeding 5.0% and shall be placed and maintained in accordance with the Vermont Agency of Transportation Standard Specifications Sections 654 and 755.(37. 3.04 RESTORATION A. As soon ae construction Is completed in a given area, it shall be topsoiled, seeded, fertilized and mulched as pacified In Section 02936 - Permanent Seeding. 3.05 STABILIZED ROAD ENTRANCE A. A stabilized pad of crushed stone located at any point where traffic will be entering or leaving the construction site to or from a public right-of-way or street or as shown on the drawings shall be constructed for the purpose of preventing the tracking of sediment onto public rights -of -way. B. Design Criteria: 1. Use 1.5 to 2.5 Inch stone. 2. Use 8 Inch layer of atone. 3. Stone pad shall be full width of entrance. 4. Minimum length shall be 50 feet 3.06 GRASS -LINED DITCHES A. All ditches that are not atone -lined shall be topeolled, seeded, fertilized and mulched. Any area which shows signs of erosion shall be reseeded immediately and maintained until permanent vegetation is established. 3.07 MAINTENANCE A. All eroelon control measures shall be Inspected daily and repaired and/or replaced as needed. B. All erosion control measures shall be Inspected after periods of heavy rain. C. The stabilized road entrance shall be top dressed with additional stone should the existing stone become dogged with sediment. D. Hay or straw mulch Is subject to wind action. Mulch may require anchoring ore the weather conditions warrant. END OF SECTION 02150 PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Furnishing all labor, materials, and equipment to complete all seeding work as shown on the drawings and specified herein. 2. Except where otherwise shown or specified, the Contractor shall seed all areas where new contours are shown on the drawings and all areas where existlnq ground cover has been disturbed by the Contractors operations. S. All work and material. of this Section shall conform to the applicable requirements of the VAOT Standard Specifications, Division 600. 1.02 SUBMITTALS A. Provide the following for approval prior to delivery to the site: 1. Supplier's Certificate of Compliance attesting that lime, fertilizer and seed meet the requirements specified. 2. The Contractor shall provide representative topsoil samples for testing and approval, deliver samples to a public extension service agency testing laboratory, have testing report sent directly to the Landscape Architect and pay all costs. Testing shall report on mechanical and chemical (pH soluble snits) analysis. Report shall be submitted at least one month before any looming Is to be done. 1.03 SEEDING SEASONS A. Seeding and initial fertilizing shall be done between April 1 and June 1, between August 15 and October 15. or as permitted. Seeding shall not be done during windy weather or when the ground Is frozen, excessively wet, or otherwise untillable. If seeding Is done during July or August, additional mulch material may be required by the Engineer. PART 2 - PRODUCTS 2.01 UME A. Lime shall be standard, ground dolomite limestone, agricultural grade, containing a minimum of 95X of calcium and magnesium corbonates. 100% shall pass the 10 mesh sieve: minimum 9OX shall pass the 20 mesh slew, minimum 40X shall pass the 100 mesh sieve. 2.02 FERBUZER A. Fertilizer shall be commercial grade granular fertilizer as required for soil conditions as specified in Section 643 of the VAOT Standard Specifications. Thefertilizer shall be delivered to the project In new, clean, sealed containers which bear a label fully describing the contents, the chemical analysis of each nutrient, the fertilizer grade, the net bulk, the brand and the name and address of the manufacturer. The fertilizer and labels shall conform to all existing State and Federal regulations, and shall meet the standards of the Association of Official Agricultural Chemists. 2.03 GRASS SEED A. Provide fresh, clean, new -crop seed of the gross species, proportions and minimum percentages of purity, germination and maximum percentage of weed seed ae follows: 1. Park seed shall normally be used on loam areas along roadway shoulders and Town areas. This seed mixture .hall conforrn to the following table: Minimum Minimum Kind of Seed Purity Germination Lbe/Acre Creeping Red Fescue 96X 85X 40 Perennial Ryegrass 98X 90% 50 Kentucky Bluegra.s 97% 85% 25 Redtop 95% 80X 5 TOTAL - 120 2 Slope seed shall normally be used for all slope work, usually 3:1 or steeper and shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Creeping Red Fescue 96X 85X 35 Perennial Ryegram 98X 90X 30 Redtop 95X SOX 5 Alaike Cover 97X 90% 5 Birdsfoot Trefoil 98% BOX 5 TOTAL = 80 B. The seed mixture sell be delivered in new, clean, sealed containers. Labels and contents shall conform to all State and Federal regulations. Seed shall be subject to the testing provisone of the Association of Official Seed Analysts. C. Seed that has become wet, moldy, or otherwise damaged will be rejected. SECTION 02936 - PERMANENT SEEDING 2.04 MULCH A. Mulch must be installed on all seeded areas. The following mulches are acceptable for use. 1. Hay mulch free of weeds and comes matter at a rate of 90 pounds per 1,000 square feet 2. Wood fiber applied In a slurry (1/6' or longer) at a rate of 40 pounds par 1,OD0 square feet. 2.05 WATER A. All water used shall be obtained from fresh water sources and shall be free from injurious chemical and other toxic substances harmful to plant life. No water which is brackish will be permitted at any time. The Contractor shall identify to the Engineer all sources of water at least two weeks prior to use. The Engineer, at his discretion, may take samples of the water at the source or from the tank at any time and have a laboratory test the samples for chemical and saline content. The Contractor shall not use any water from any source which is disapproved by the Engineer following such tests. PART 3 - EXECUTION 3.01 PREPARATION A. Examine finish surfaces and grades. Do not start seeding work until unsatisfactory conditions are corrected. Perform seeding work only after planting and other work affecting ground surface has 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 V. 2. Remove stones over 1' In any diameter and sticks, roots, 11abiah and extraneous matter. 3. Remove existing weeds and grasses by pulling or tilling under. 4. Grade areas to be seeded to a smooth, free draining even surface with a loose, moderately coarse texture. 5. Remove ridges and fill depressions as required to drain. 6. Restore prepared areas if eroded or disturbed prior to seeding. 3.02 SEEDING CONDITIONS A. Seeding shall not be done when the ground is frozen, snow covered, muddy, or in any other unsatisfactory condition for planting. No seeding operations shall be conducted under adverse weather conditions or when soil moisture conditions ore unfavorable (too wet or too dry) or when winds exceed 5 MPH. B. Construction methods shall be those established as agronomically acceptable and feasible. The Contractor shall keep all equipment and vehimer and pedestrian traffic off areas that have been seeded to prevent excessive compaction and damage to young plants. More such compaction has occurred, the Contractor shall rework the soil to make a suitable seed bed; then reseed and mulch such areas with the full amounts of the specified materials, at no extra expense to the Owner. C. Surface and seepage water should be drained or diverted from the site to prevent drowning or winter killing of the plants. D. All areas and parts of areas which fail to show a uniform stand of grass for any reason whatsoever shall be reseeded, and such areas and parts of area. shall be seeded repeatedly until all area. are covered with a satisfactory growth of gross. E. Watering Is considered a necessary element for establishment and survival. F. Where ryegrom has been planted far temporary woolen control and has not been eliminated prior to the compietlon of the work, such areas shall be disked at least 3 Inches deep and seeded to permanent grosses to prevent the ryagross from rea-ding and becoming competitive with and retarding development of the permanent cover. 3.02 SEEDING A. Lime and fertilizer should be applied prior to or at the time of seeding and incorporated Into the soil. Kinds and amounts of lime and fertilizer should be based on an evaluation of soil tests. When a sag teat is not available, the following minimum amounts should be applied: Agricultural limestone, 2 tons per acre or 100 lbs. per 1,000 square feet. Nitrogen (N), 50 has. per acre or 1.1 lbs. per 1.000 square feet. Phosphate (P205), 100 lbs. per acre or 2.2 Ibe per 1.000 .War. feet. Potash (K20), 100 lbs. per acre or 2.2 lbs. per 1,000 square feet. (Note: This is the equivalent of 500 [be. per acre of 10- 20-20 fertilizer or 1.000 lbs. per are 5-10-10). B. Seed should be spread uniformly by the method most appropriate for the site. Methods include broadcasting and hydroseeding as follows: 1. Broadcasting: Saw seed using mechanical spreader at a rate of 4 lbs./1,000 square feet. Distribute aced evenly over entire area by sowing equal quantity In tow directions at right angles to each other. Rake seed lightly Into top 1/8' of topsoil, roll lightly and water with a fine spray. 2. Hydro.eeding: Mix specified seed, fertilize and pulverize mulch in water, using equipment specifically designed for hydroseed application. Continue mixing until unifarrnly 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. 3.03 MULCHING A. Mulch materials shall be spread uniformly by hand or machine at a rate of two 50 lb. bales par 1,000 square feet. B. Organic Mulch Anchoring - Straw or hay mulch must be anchored Immediately after spreading to prevent wind blowing. 3.04 MAINTENANCE A. The maintenance period shall begin Immediately after seeding and shall continue until acceptance. B. All mulches must be Inspected periodically, In particular after rainstorms, to check for rill erosion. Where erosion Is observed, additional mulch shall be applied. Net should be inspected after rainstorms for dislocation or failure. If washouts or breakage occur, reinstall net as necessary after repairing damage to the slope. Inspections should take place until grosses are firmly established. Grasses shall not be considered established until a ground cover is achieved which Is mature enough to control soil erosion old to survive severe weather conditions. Where mulch is used In conjunction with ornamental plantings, inspect periodically throughout the year to determine If mulch Is maintaining coverage of the soil surface; repair as needed. C. Seeding areas shall be protected and maintained by watering, reseeding, mowing, weeding, falling, Insect or disease control measures, re -fertilizing 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 as stones, cables, baling wire, and all sees 4:1 or less (flatter) and level turf shall be mowed in the following manner: 1. When grass reaches a height of 4-8', mow to a height of 3'. 2. At least two cutting. shall be made prior to final acceptance. E. Following mowing, all permanent seeding gross areas (mowed and unmowed) shall receive a uniform application of sow release fertilizer hydraulically placed at the rate of 10 pounds per 100 square feet. 3.05 ACCEPTANCE A. Inspection to determine acceptance of seeded areas will be made by the Landscape Architect, upon Contractor's written request. 1. Provide notification at least ten (10) working days before requested Inspection date. B. Seeded areas will be acceptable provided all Installatlon and maintenance requirements have been complied with and a healthy uniform lawn is established. C. Upon acceptance, the Owner will assume maintenance. 3.06 WARRANTY A. All seeded area. will be warranted far a period of twelve months from date of Owners acceptance. Should any seeded areas fail to maintain full vegetation, failed area. will be refurbished until this specification is achieved at the coat of the Contractor. END OF SECTION 02936 PLANS PREPARED BY: C CIVIL ENGINEERING ASSOCIATES, INC. 10 WINSFIELD WEWLNE, SOUTH BURUNG70N, IT 054M e02be42323 FAX sO2dBe-22rf web: www.cea.- DeN ACL cosacca DSM D DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT TITLE: �tin OUTH VILLAGE ,h Burl In Ve SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT EROSION CONTROL SPECIFICATIONS OATS DRA1 . NON.e. MAY, 2013 AS SHOWN C-25.7 PRO1. NO. 13162 lncol ¢ - Po Not loyout 'perimeter corniGL - Instal/ ✓-hooks control' silt fences along property lines. All sediment laden runoff will concentrate and overwhelm the system. N07£., Silt fence shall not be placed in areas of concentrated ffawe. Discreet segments of silt fence, installed with J-hooks or 'smiles will be much more eNective. SILT FENCE PLACEMENT FOR PERIMETER CONTROL N.T.S. • •- • 4 ............. . RRRRRRR.. RRR.�h WR�WR .•.�.R.R•R PLAN LACE FILTER FABRIIC BETWEEN INLET GRATE ANO FRAME 8' % 8. 14.5 GA. WIRE MESH 3C' HIGH AND BURIED 8' BELOW GRADE, HOOKED TO STEEL STAKES (WARE MESH CAN BE ELIMINATED FOR FENCE 24- OR LOWER) FILTER FABRIC CUPPED OR POST WIRED TO MESH. TO BE MIRAFI 1GONS OR APPROVED EQUAL r. . �CE HEIGHT 24'3E 24' MIN R W000 S' 25' -POST METAL PORT td ld 4 . 4 Tp00 1d 1a' 24' FILTER FABRIC TO BE CUPPED. RACKFILLED AND TAMPED 8' BELOW GRADE STEEL OR WOOD STAKES SEE CHART AT RIGHT 1. INSTALL SET FENCES AT TOES a UNWHOTECTD SLOfEs AN0 AS PMNIFL 10 CaHTGwS AS POSSE. WRVS THE ENDS OP THE FENCE W NTO THE SLOPE REMOK SEN NT B1HEN AI—MUUIED TO HALF THE HMT W THE FENUE. CONTRACTOR %U INSTALL SILT FENCES AT THE TOE OF ALL DUED M UNPROTECTED SLOPES OF TO) WRNG 0ASTR Y.. NOT NECE49ARILY PFlIECTED ON THE — PVJHs SAT IEN1ES ARE TO EE MNNTNNED UNTIL SLOPES ARE STmu2ED. 2 TW1KN wRE RNCE M BE FASTENED SEI%RHELY TO POSTS WM WRE TIES qt STAKES. 3 MTEB CLOTH TO K FASTENED SEONELY TO WOKEN BITE FENCE wM TIES SI'ARD EVERY 24' AT TOP, IRO SECTION. AND WTR . A THEN TBO SECTKNs % KILTER =TH MJON EAW OTHER, THEY SHALL BE OVERLIMM BY 6'. FOLDED AND STAPLID. S SILT FENOE SHALL NOT BE PLACED IN ATEAs OF CMCEN— ROWi SILT FENCE DETAIL N.T.S. EXISTING _ GROUND 1 T I EROSION CONTROL MATTING IN TOPSOIL DITCHES W/PROFILE GRADES ... EXCEEDING 5x STAPLE AS PER MANUFACTURERS SPECIFICATIONS. 3 GRASS LINED DITCH N.T.S. PAV FOR UN' SLOPES TREADS OROOVE TO SLOT TO MINII VELOCIT SLOPE TRACKING / SURFACE ROUGHENING N.T.S. D 50 DOWNSTREAM BOWLINE SLOPE OF STRUCTURE OF ROCK 0.35 0.30 0.25 0.20 0.15 0.10 CONCRETE BLOCKS (MNl NA%INUM WATER DEPTH OVER ROCK (mm) 7S 15 3 21 25 3S 48 PLACED AROUND _ ISO _ 30 3s a 50 es Tao CATCH BASIN END POINTS 'A' MUST BE WCHEA 0.X m/m OR FLATTER MAN THE ROW UK PGNT ROW LINE SLOPE ARE SCREEN Timm (3 N,) MIN w/ 0.5' OPENINGS I%BREY ROOK PLACED AROUND A - A A CONCRETE BLOCKS _ B FLOW M I eD'" MINNUM DEPTH OF COIMg — 19wn TO 4evn N— PLACED IN CIHMNEL (0.5 TO 1.5 ff.) ROW -INE Is tsar (0.5 R) dR ' ROCK SET IN tOcm (4 F. UM) iRETHCH = �A _ Film CONCRETE BLOCKS STACKED T OR 2 LAYERS HIGH PLACED OUND CATCH BASIN MINIMUM 1'e ROCK RE SCREEN 0.5' OPENINGS PLACED AROUND AND - P ED AROUND TO THE TOP OF CON ETE BLOCKS CONCRETE BLOCKS GROUND CROSS —SE mON CATCH BASIN INLET PROTECTION (WITH CONC. BLOCKS) N.T.S. CATCH BASIN IN 2' SUMP •eFt�i PLACE DOMNSTREAM SRIUCTURE WOH MAT PONT'B' IS APRO%RIATELY LEMl WM THE LOWEST GROAD MUNATON OF ME UP —AN STRUCIIIRE STONE CHECK DAM STRUCTURE N.T.S. "' CRUSHED STONE NOTE: PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC R.O.W.. PLAN PLANS PREPARED BY: C o CIVIL ENGINEERING ASSOCIATES, INC. TOMAMSRRLDVIEWLANE, SIDUFHOURUNGTON, VT 05R0 u F B02ABL2020 FAK' BOPBG-T111 w0: x�nv.clN.can E— ACL cxECI�D DSM APPROVED DSM APPLICANT: IS' MIN. CRUSHED STONE SOUTH VILLAGE —�� COMMUNITIES, LLC. E)DsnNG GEAOE 3' TO 4' CLEAN TRAP ROCK �R Nr r:,Jl s HAY BALE (TYP� `L } < % S STAKES NOTE: ALL DEWATERING DISCHARGES SMALL BE THROUGH SEDIMENT CONTROL TRAPS CONTRACTOR SHALL MAINTAIN AND CLEAN TRAPS AS REQUIRED. PLAN PUMP DISCHARGE HOSE V rli>(II I�p�III U(�u(�I(il( II i� I(II(IIr41 N4( 1 I DISCHARGE SECTION A -A SEDIMENT CONTROL TRAP DETAIL N.T.S. CROSS-SECTION STABILIZED CONSTRUCTION ENTRANCE N.T.S. PROJECT TITLE: SOUTH VILLAGE c�uth Bueli. RHa Ver SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT TEMPORARY SEEDING & MULCH OR NETTING EROSION CONTROL E SILT FENCE INSTALLED ON DETAILS SILTDOWNGRADIEN7 SIDE DATE MAY, 2013 AS SHOWN TEMPORARY STOCKPILE DETAIL 131 2 N.r.s 13162 DMRDMG NDMBIW C-25.8 TOPSOIL. SEED h NOTES: 1. Compaction of backfill and bedding shall be a --' minlmum of 9011 (957L under roadway ...face.) of maximum dry density determined in the at.rdatl proctor teat (ASTM Dell APPROVED BACKFlLL THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen IN 8" LIFTS eubgrade. RIGID INSULATION AS anyy atone. 3. Approved backfill I .hall not containdimension REQUIRED. USE 1' OF more than 12' In largest dimenalon (6' in INSULATION FOR EVERY roadways, 2' maximum diameter within 2' of FOOT DEPTH OF PIPING the outside of the pipe), or contain any frozen, 042' _ IS LESS THAN 6'-0' wet, or organic material. 0 NEW WATER LINE WITH 4. Trenches shall be completely dewatered prior to POLYETHYLENE ENCASEMENT placing of pipe bedding material and kept 6' (HIGH DENSITY CROSS LAMINATED VIRGIN dewatered during Installation of pipe and bockfill. POLYETHYLENE 4 MILL FILM) 5. In trenches with unstable materials, trench _ THOROUGHLY COMPACTED bottom .hall fire t be stabilized by placement of Biter tabrk then crushed stone (3/4' maximum). ' SAND BEDDING - 6. The aide. of trenches 4' or more in depth entered UNDISTURBED SOIL OR ROCK by personnel .hall be heated or sloped to the angle of repose as defined by O.S.H.A. standards. TYPICAL WATER TRENCH DETAIL N.T.S. WATER SEWER MINIMU BETWEI WATER SEWER NOTES: 1. AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE. 2. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 3. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 18' SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAN STANDARDS. 4. WATER MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST 10' HORIZONTAL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. WATER/SEWER CROSSING DETAIL N.T.S. /—LEBARON LF248 24" x 24' C.I. GRATE w/4 FLANGED FRAME BITUMINOUS CONCRETE (OR APPROVED EQUAL) PAVEMENT 12' SET FRAME ON FULL MORTAR BED MAX. ADJUST TO GRADE WITH • PRECAST CONIC. RISERS PRECAST CONCRETE I 4' x 4' WATERTIGHT JOINT USING 1' w/MONOLITHIC BASE MIN. WIDTH FLEXIBLE GASKET (SEAL EXTERIOR JOINTS AND LIFT HOLES w/NGN SHRINK GROUT) SEAL ./HYDRAULIC CEMENT MORTAR, OR CAST-M-PLACE FLEXIBLE MH SLEEVES TOPSOIL, RAKE, UNPAVED PAVED SEED & MULCH -- - -- NOTES: - - - I.Compaction of backfill and bedding .hall be a minlmum of 9OX (95X under roadway surfaces) _ of maximum dry deneityy determined in the standard proctor test (ASTM D698). APPROVED 8ACKFILL THOROUGHLY COMPACTED 2. Bedding material stall not be placed an frozen IN 6' LIFTS eubgrade. •l 3+2' v APPROVED GRANULAR FILL 3. Approved backfill .hall not contain a y atones more than 12" In largest dimension (6' In r ;' 1 THOROUGHLY COMPACTED IN 6' UFTS roadwaye, 2' maximum diameter within 2' of the outside of the pipe), or contain any frozen, wet, or organic material. —D PVC SEWER PIPE 4. Trenches shall be completely dewatered prior to tJ" placing of pipe bedding material and kept dewatered during Installation of pipe and backfill. - - -- THOROUGHLY COMPACTED 5. In tranches with unstable materials, trench BEDDING MATERIAL bottom shall first be stabilized byy placement of g• (3/4- CRUSHED STONE) filtertabrlc then crushed atone (3/4' maximum). 8. Te aide. of trenches e In depth entered UNDISTURBED SOIL OR ROCK y pereonn a sheeted wsloped d to the angle of repose as defined by O.S.H.A. standard.. 7. Bedding material shall consist of crushed stone, TYPICAL SEWER TRENCH DETAIL gravel or sand with a maximum else of 3/4". Submit a earn Is to the Engineer for approval. CURB CUT DETAIL N.T.S. • ALL CURB WORK TO BE CONCRETE PLANS PREPARED BY: TOPSOIL, RAKE, UNPAVED PAVED SEED @MULCH NOTES: C " - ,: •: ;,. 1. Compaction of backfill and bedding shall be a g minlmum of BOIL (95R under roadway aurfaces) dry densityy determined the of maximum m standwtl rector teat (ASTM D698). p 6 j—APPROVED BACKFlLL CIVIL ENGINEERING ASSOCIATES, INC. THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen fo UMFIELD KEWlANE, SOUMBURUNGION, VT 05403 IN 6' LIFTS eu gbrade. mzae4zaza FAx eozae4zzTr woo: www.uwwwm '^ D+2' APPROVED GRANULAR FILL 3. Approved backfill shall not contain anyy atones more than 12' in largest dimension (8" In THOROUGHLY COMPACTED G" LIFTS Y diameter within 2' ofIN the outai of the pipe). o, contain any frozen. en, wet, or organic material. D HOPE STORM DRAIN PIPE �� L. Trenches shall be completely dewatered prior to AC ACL 12• I placing of pipe bedding matanlol and kept dewatered during Installation of pipe and backfill. clot® —THOROUGHLY COMPACTED 5. In trenches with unstable materials, trench MM - --- a' BEDDING MATERIAL bottom shall first be stabilized by placement of filter fabric than crushed atone (3/4' maximum). DSM 6. The aide. of trenches 4' or more in depth entered UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or sloped to the APPLICANT: angle of repose as defined by O.S.H.A. standards. T Bedding material .hall consist of crushed atone, TYPICAL STORM TRENCH DETAIL growl orr sand with a maximum size of 3/4". Submit to the Engineer for SOUTH VILLAGE N.T.S. a sample approval. A COMMUNITIES, LLC. MATCH DITCH CULVERT & END SECTION SECTION STONE FILL RIVES 3 1 B�A TYPE II STONE d FILL (1'-0' MIN. - THICKNESS) CULVERT •••/// END SECTION A STABILIZATION FABRIC —]CONTINUE STONE MIRAFI 50OX OR FILL IF REQUIRED APPROVED EQUAL END SECTION DETAIL N.T.S. GROUND LINE (SLOPE AWAY FROM BUILD,) GRANULAR BACKFlLL h' (TYP.) 6" SDR 35 PERF. PVC 3/4' WASHED STONE \ WRAPPED W/ DRAINAGE FIN. SLAB EL. FABRIC. COORDINATE (SEE PLAN) DRAINAGE W/ ARCH. STRUCTURAL DETAIL x—� EXISTING GROUND — J _- 90EM'All( 1WDTH As SHOWN ON PLANS .. f I 5' CONCRETE SIDEWALK 12' - EROSION CONTROL MATTING IN TOPSOIL DITCHES w/PROFILE GRADES - EXCEEDING 5X STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRAVEL GRASS LINED DITCH SUBBASE N.T.S. `UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL NOTESLL 1. EXPANSION JOINTS SHALL BE PLACED EVERY 20' AND SHABE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) */A.APTORS 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL SIDEWALK DETAIL CAN BE N.T.S .11) MOUNTED ON ANY — ANGLE 0' TO 359' b CAST IRON H-20 RATED GRATE nRAti QUAL MATERIAL CONFORM w TO ASTM SHALL ALB -CLASS 30B 1C (caNailE PAD) . 20 RATED PVC BDDT) SLLABDREQUIRED CONCRETE INLET AND OUTLET 18' AD' APRRSVAILABLE SUMP f6" MIN. CRUSHED GRAVEL > 1 * PRECAST MANHOLE STRUCTURES SHALL CONFORM TO ASTM SPEC. C478 (LATEST EDITION). TYPICAL CATCH BASIN N.T.S. J_ (VARIOUS TYPES OF 4 OUTLETS WITH VATERTIGHT ADAPTORS J e<2) MAXIMUM n EOMAXIMUM RECOMMENDED _ - SDR-35 SEVER OVERALL HEIGHT 10' - ''� A-2000 CORRUGATED PVC - ---- ULTRA -RID PVC CORRUGATED POLYETHYLENE MIN. BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM BACKFlLL MATERIAL SHALL BE 18" YARD CATCH BASIN PLACED UNIFORMLY IN 12' LIFTS AND COMPACTED NTS 4'x6" P.T. POST TOP OF (SEE PLAN) ) b 'I ELEV. (SEE PLAN) Ulul FOUNDATION DRAIN DETAIL TUTS 3 1/2' BITUMINOUS CONCRETE PAVEMENT 1 1/4' TYPE IV FINISH COURSE 2 1/4' TYPE II BASE COURSE ° r CRUSHED GlAuk— mKI S -'1r MORE) GRAWL (o0AH5E) `-COMPACTED SUB —DE -�� STABILZARON FABRIC MIRAFI 500X OR APPROVED EQUAL TYPICAL DIVEWAY SECTION N.T.S. 1/2'GALV. CARRIAGE BOLTS OR 3/4'x4 1/2' LONG GALV. LAG BOLTS SCREEN BOARD 2"x6P.T. GIRTS OR OTHER MATERIAL (TYP•) AS PER OWNERS REQUEST 6' HIGH SCREEN GATE (BOARD OR a „ „ •. „ " -\4 CRUSHED�6' CONCRE GRAVEL PAD —4'x6' P.T. POST CONCRETE — FILL AROUND -8' CRUSHED POST GRAVEL AT (TYP,) BOTTOM OF N', POST III O.C. OR LESS 1 6'-0' D.C.DR LESS DUMPSTER ENCLOSURE N.T.S. ELEVATION PROJECT TITLE: SOUTH VILLAGE $a th Burl in Ve SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT General Note: All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District #1 and the Village of Jericho. SITE + UTILITY DETAILS aATa n[UwIN4 NUNBxH MAY, 2013 AS SHOWN C-25.9 No. 13162 SECTION 01040 - PROJECT COORDINATION PART 1 - GENERAL 1.01 MEETINGS Q PROJECT ACCESS A. The Own. shall be notified five (5) days prior to cammencement of Work by the Contractor. B. The Contractor will coordinate with the Owner to arrange on an -sib pre-conetmctlon meeting prior to commencement of my work. Jab superintendents and subcontractors andl be Included In this meeting. C. The Contractor call coordinate all phases of the Work, so as not to III with the normal work procedures Inthe eras. D. The Contractor Mall conduct his work in such a mannor as to with not Interfere wor andmger work or traffic In orm. adjacent to the canstruction area, except as permitted by the Own.. The Contractor Mall so arrange his construction aperatlors at. to provide access for emergency vehicles and equipment to the work site at ell times. 1.02 LABOR A. The Contractor and subcmtraclore will employ mechanics skilled In thew respective trades. B. NI labor will be performed in a neat and workmanlike manner. 1.03 PROTECTION OF PERSONS AND PROPERTY A. The Contractor Mall be responsible far Initiating, maintaining, and supervising all O.S.H.A. safety precautions In connection with the Work. B. Floe Protection: The Contracts shall take all necessary precautions to prevent fires adjacent to the Work and shall provide adequate facilities for extinguishing firos, The Contractor Mall also prevent fires in project related buildings and shall prevent the spread of fires to areas .told. the limits of the Work C. Safety Precautions: Prim to commencement of Work. the Contractor Mall be familiar with all safety regulations and practices applicable with construction operations. No additional payments will be made for equipment and procedures necessitated by them safety precautions. 1.04 INSURANCE A. Certificates of Insurance acceptable to the Owner shall be flled 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.. The Contractor shall bear all cost of correcting such rejected Work. 1.06 WEATHER CONDITIONS A. No Work Mall be done when. In the opinion of the Owner, the weather la unsuitable. No concrete, earth backfll, embankment, or paving shall be placed upon frozen material. If there Is delay or Interruption In the Work due to weathr candltlone, the or precautions must be taken to bond new Work to old. B. Protection Against Water and Storm: The Contractor Mall take all prscaullon. to prevent damage to the Work by storms or by wet. entering the site of the Work directly or through the ground. In can of damage by storm or water, the Contractor, at his awn expenell se, shot make repaln or replacement* or mbulld each 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. AN debris and excess material., other then that which 1. authorized to be reused, became the property of the Contractor and shall be promptly removed from the property. The Contractor shall receive title to all debris and/or excess material. The Owner will not be reponabla far any loss or damage to debris or excess materiel owned by the Contractor. 1.08 PROJECT LAYOUT A. The Contractor Mall be responsible far Providing all necessary survey *taking. 1. Locate and protect control points before starting work an the .Its. 2. Preserve permanent reference points during progress of the Work 3. Establish a minimum of two prmonent benchmarks an the site, referenced to data established by survey control Pointe. I. Record locations, with horizontal and vertical data, on Project Record Document.. SECTION 02110 - SITE CLEARING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes, 1. Remove surface debris. 2. Cleo site of plant life and grass. 3. Remow trees and shrubs, 4. Remow rant ayetem of trees and shrubs. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 3.01 PROTECTION A. Protect utilities that remain from damage. B. Protect tore., plant growth, and features designated to remain as final landscaping. C. Protect bench marks and existing structures from damage or displacement. D. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or no the It.. E. Maintain access to the site at all times. 3.02 CLEARING A. Clear arms required for access to Its and executim of Work B. Remove trees and shrubs within areas as Indicated an the Plans. Remove stumps, root. and tap roots and other projections 116' or greater In and to 2'-0. below the avated surfaces In cut arace and 2'-O' below the exposed subg.de In fill areas. 3.03 REMOVAL A. Remove debris, rock, and extracted plant life from sits. B. The Contractor shell coordinate Work with the Engineer and Owner in establishing suitable areas within the property Ilmits for depositing debris, rocks and extracted Pont Ilfe. The Contractor shall be responsible forbackfilling ppi (cang) and grading all waste sites. 3.04 UTILITIES A. Coordinate with utility componies and agencies as required. SECTION 02210 - SITE EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A Section includes: 1. NI utility and sitswork excavatl (union covered In other -time of the. specifications), removal and stockpile of topeol, stabilization fabric, and other miscellaneous and appurtenant works. 2. Site fMln9. 3. Roadway/parking lot structural asctiana. 1.02 REFERENCES A ANSI/ASTM C135 - Standard Test Method far Steve Analysis of Fine and Corse Aggregates. B. ANSI/ASTM D698 - Standard Test Method far Laboratory Compaction Chmacterlatice of Sot Using Standard Effort. 1.03 PROTECTION A. Protect bench marks and existing structures. B. Protect .bow and below grade utilities which are to remain. 1.04 SUBMITTALS A. Testing laboratory reports indicating that material far backflll meets requirements of this Section. B. Fleld density test reports of site fill In place. C. Field density test reports for roadway structural sections In place. D. Stabilization Fabric. Submit copies of manufacturer's spedfications and Installation Instruction.. PART 2 - PRODUCTS 2.01 BANK RUN GRAVEL A. This material shall most the following grading requirements: Percent by Weight Slew Designation Passing Square Mean Sieve No. 4 20 - 60 N. 100 0 - 12 No. 200 0 - 6 The grant shell be uniformly graded from coares to fine and the maximum size stone particle Moll not exceed 2/3 of the thicknese of the layer being placed or 4', whichever Is lee.. 102 CRUSHED GRAVEL A. All materials shall be .cured from approved sources. This gravel shall consist of angular and round fragments of hard durable rock of uniform quality throughout. reasonably free from thin elongated piece., oft or disintegrated at-.. dirt, organic or other objectionable matter. This material shall meet the following grading requirements, Percent by Welghl Slew Designation Passing Square Mesh Sieve FIne:2, IDO 1 1/290 - 100 N. 4 30 - 60 N. 100 0 - 12 No. 200 0 - 6 Coarse: 4' 95 - too IN 4 25 - 50 N. 1GO 0 - 12 No. 200 0 - 6 2.03 AGGREGATE SURFACE COURSE A. Aggregate far surface course and shoulders shall consist of dean, hard gravel, crushed gravel or crushed stone. It shall be r.emably free from silt, loam, clay or organic matter. It shall be obtained from approved sources. B. Grading. This material hall be uniformly graded from moor. to line and shall most the following grading requirements, Percent by Weight Slew Designation Passing Square Mash Siew 100 1' 90 - 100 No. 4 45 - 65 No. too 0 - 15 No, 200 0 - 12 2.04 COMPACTED FILL/GRANUILIR BORROW A. This material shall be fro of Male, day, friable material, debrlo, and organic matter, graded in accordance with ANSI/ASTM C136 within the following limit.: Percent by Weight Sieve Designation Pawing Square Mash Sew 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 conslat of furnishing and placing an approved stabilization fabric on a prepared surface within the limit. shown on the Plan. Th. fabric shall meet or a.- the following properties: 1. Grob ten*le strength (ASTM D-4632) - 2. lbs. 2. Grab Image elongation (ASTM D-4632) - 15X 3. Puncture strength (ASTM D-4833) - 120 Ibs, PART 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and flag locations. C. Maintain and protect existing utilities remaining which pass through work am. D. Upon discovery of unknown utility r concealed condition., discontinue affected work; notify Engineer. 102 EROSION CONTROL A Erasion control must be installed prior to beginning any earthwork operctims, 3.03 TOPSOIL EXCAVATION A. Excavate impact from arms to be excavated, re-landscped or regraded and stockpile In areas designated on .its 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 fro from debris and trash. 2. Keep the topsoil damp to prevent dual and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from arms to be regraded in accordance with plane. B. Excavate subsoil required to accommodate building foundations, slabs on grade. Its structures, construction operations, rmd% and parking areas. C. Grade top perimeter of excavation to prevent surface wave from draining Into excavation. D. Notify Engineer of unexpected subsurface conditions and discontinue affected wok In area until notified to resume work. E. Correct arms over -excavated by error as directed by the Engineer at no cast to the Own.. 3.05 DITCHES A. Cut accurately to the cross-sectim% grades, and elevations shown. B. Maintain excavations free from detrimental quantities of leaves, *ticks, trash, and other debris until completion of the work. C. Dispose of excavated materida as shown on the drawings m directed by the sails Engineer, except do not, in any can, deposit materials lass then three feet from the edge of a ditch. 3.06 EMBANKMENTS AND BERMS A. When embankment* am to be made on a hillside, the slope of the original ground on which the embankments are to be instructed shall be stepped and properly drained as the fill Is constructed so that adverse movement. of the slopes do not occur. B. Any excavated rack, ledge, boulders, and atone, except where required in the constructlon of other Items or otherwise directed. shall be used in the construction of embankments to the extent of the project requirementa o and generally .hot be placed as to form the boss f m embankment. C. Frozen material shall not be used In the construction of embankments, nor shall the embankment. or succeselve layers of the embankments be placed upon frozen material. Placement of material other than rock shall *top when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required conpactim. If the material Is otherwise acceptable, it shall be stockpiled and reserved far future use when Its condition is acceptable far use in embankments. D. When on embankment is to be constructed across amp, muck, or areas of unstable soil$, the unsuitable material shall be excavated to reach soila of adequate bearing capacity and the embankment begun. Alternative methods, much am use of a stabilization fabric in place of excavation and backflll, may be utilized only after approval of same by the Engineer. E. Material being placed in embankment$ shall be placed In horizontal layers of uniform thickness cc.. the full width of the embankment. Stumps, trees, rubbish, and other unsuitable material Mall not be placed in embankments, F. Embankment area. shall be placed in eight -Inch lifts. Effective spreading equipment Mall be used on such layer to obtain uniform thickness prior to compaction. Each layer :hall be kept crowned to shed water to the outside edge of emborkment and continuous leveling and manipulating will be required to assure uniform density. The entire reo of each layer shall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of roller, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured far ompoctlon purposes will not be considered as compaction equipment G, All fill material all be compacted at a moisture content aultable far obtaining the required density. In no toss shall the moisture content in each layer under construction be more than three percent above the optimum moisture content and shall be lose than that quantity that will cause the embankment to become unstable during compaction. Sponginess, shoving, or other displacement under heavy equipment shall be considered evidence for an engineering detennlnatim of lack of stability under this requirement and further placement of material In the area affected shall be stopped or retarded to allow the material to stabilize. H. When the moisture content of the material In the layer under construction Is leas than the amount necessary to obtain satisfactory compaction by mechanical compaction method., water shall be added by pressure distributor. or other approved equipment Water may also be added in excavation or borrow pits. The water shall be uniformly and thoroughly incorporated Into the soil by disc, harrowing, blading, or by other approved methodo. 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,drymaterial shall be thoroughly Incorporated into the wet material, r the wet material shall be aerated by disking, harrowing, blading, rotary mlxing, or by other approved methods; s compaction of the layer of wet material Mall be deferred until the laver hoe 3.07 COMPACTION REQUIREMENTS A All baekfllls and fill. shall be compacted in awn lift. (12' maximum) to attain the required densities as follows: Standard Proctor Location ASTM D-698 Subgrade and Gravel for Roods and Parking Lots 95% General Embmkmanta 9OX 3.08 MAINTENANCE A. All earthwork Mould be checked periodically to we that Napes ors In good cmdltlon. Any rills or damage from erosion and anlmal burrowing Mould be repaired Immediately to avoid further damage. If we develop on the slopes, the area Mould be evaluated to determine If the .sap will cause an unstable condition. Subsurface drains or grovel mulching may be required to adve seep problems. Diversions. banns, and vwtrway. I1 the land grading area Mould be checked to on that they we functioning properly. Problems found during the Inspections Mould be repaired promptly. SECTION 02225 - UTIUIY TRENCHING AND BACKFILLING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Trench, backfll, and compact as specified herein and as needed far installation of underground utilities located 5 feet ..told. the buildings. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary rafts and who we completely familiar with the specified requirements and the methods needed far proper performance of the work of this .set-. B. Use equipment adequate In size, capacity, and numbers to accomplish the work In a timely manner. C. Comply with requirements of governmental agencies having jurisdiction. 1.03 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Slew Analysts of Flne and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. Fill and backflll materials: 1. FBI material le subject to the approval of the Engineer. Mat.Ial provided can be removed from excavations an site or Imported from approved off -site borrow areae. Material. must be predominantly granular, non -ex aneive moll free from porous matter, organic matter and other deleterious matter and contain no rocks or lumps over 6 Inches In greatest dimension. 2. Rocks having a dimension greater than 2 Inch. Mall not be placed within 2 fast of the outside of pipe. 3. Cchesiorlese material used far backfill: Provide sand wee from organic material and other foreign matter, and es approved by the Engineer. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the arms 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 uneelisfactory conditions are corrected. 3.02 PREPARATION A Identify required lines, levels, contours, and datum. 3.03 PROCEDURES A. Existing UtMtlem: 1. Union Mown to be removed, protect active utility lines Mown an the drawings or otherwise made known to the Contractor prior to trenching. If damaged, repair or replace at no coat to the Owner. 2. Man existing underground utilities, which are not scheduled for removal or abandonment, are ancountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utililfes Mall be repaired promptly at no additional cost to the Own.. 3. If utility service Is Interrupted as a remit of work under this section, immediately restore service by repairing the damaged utllty at no additional cost to the 0m 4. If existing utilities are found to Interfere with the permanent facilities being constructed under this motion, Immediately notify the Engineer and secure nsfruetlons. 5. Do not proceed with disruption of service m permanent ralucatlon of utilities until written Insfructims are ncelwd from the Engineer. B. Protection of persons and property. 1. Barricade open holes and depressions occurring a. part of the work, and post winning lights an property adjacent to or with public access, 2. Oprats warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structure% utilities, sidewalks, pavements, and other facMtle. from damage caused by mettlement, lateral movement, washout, and other hazards created by operations under this section. C. Dewatering: The Contractor, at all times, Mall conduct operotians so as to prevent the accumulation of water. Ice. and an w In excawtlors or In the vicinity of excavated arena, and to prevent water from Interfering with the progress and quality of the work. Under no conditions shall water be allowed to rise In pen trenches after pipe has been placed. D. Accumulated water, Ica, and wow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be carried out In a manner which will not mote a hazord to public health, nor cause Injury to public or private property, work completed or In prograw, or public streets, nor cause any interference In the use of streets and road by the public. Pipes under conetmcit- shall not be used for drainage of excavations. E. Maintain access to adjacent arena at all time. 3.04 TRENCHING A. Provide sheeting and shoring necessary for protection of the work and far the safety of personnel. 1. Shooting and bracing required for trenches shall be removed to the elevation of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe. B. A trench shall be excavated to the required depth and to a width eufficimt to allow far joining of the pipe and compaction of the bedding and backflll material under and round the pipe. C. The completed trench bottom shall be firm for its full length and width. D. If Indicated an the plans or directed by the Engineer, poor foundation material mcountrad below the normal grade of the pipe bed Mall be removed and replaced with granular backBl. E. 'Where pipes are to be placed in embankment fill, the excavation Mall be made after the embankment has been completed to o height of 3 fast plus the diameter of the pipe above the designed grade of the pipe. F. Excavating far appurtenances: 1. Excavate for manholes and similar structures to a distance sufficient to leave at least 12 Inches doo, between outer surfaces and the embankment or sharing that may be used to hold and protect the banks. 2. Over -depth excavation beyond such appurtenance. that has not been directed will be considered unauthorized. Fill with and, growl, or Ion concrete a. directed by the Engineer, and at no additional cost to the Owner. G. Excavation shall not Interfere with normal 45 degree bearing .ploy, of foundation. H. Where utility runs traverm public property or am subject to governmental r utility company jurisdiction, provide depth, bedding, cover, and other requirements as set forth by legally constituted authority having jurisdiction, but In no case less than the depth shown In the Contract Documents. I. Where trenching acorn In existing lawns, remove turf in sections and keep damp. Replace turf upon completion of the backfllling. 3.05 BEDDING A. Pipe Bedding Area: Prior to laying pips, bedding material shall be placed to the limits of the excavation and to a depth beneath the pipe ore specified. This material shall be elthw sand, gravel, or crushed .tone and shall not contain Iorg. lump. and stones over me Inch In diameter. As the pipe le Ioid, bedding material shall be extended to 8 Inches above the DIDo and leveled along the width of the trench. 3.06 BACKFlLUNG A. Backfilling shall not be tone in freezing weather, with frozen materials, or when materials already placed am frozen. B. Bocdill material shall be evenly proud and compacted in lifts not more than 12 Inches thick or as approved by the Engineer. Previously placed or new materials shall be moistened by sprinkling. If required, to insure proper bond and compaction. C. Trenches which haw been improperly backfllled, enclosed or cowered up before It has been approved Mall be reopened. Refill and compact as specified, or othemles correct to the approval of the Engineer, at no additional cost to the Owner. D. Take special care In baekflling and bedding operations to not damage pipe and pipe coatings. E. No compacting shall be done when the material le too wet to be compacted properly. At each times the work shall be suspended until the previously placed and new materials haw dried cut *uf Iciently to permit proper compaction, or much mth. prsccutlms are taken as may be necessary to obtain proper crnpaetion. F. Backfhl material shall be compacted to the fallowing percentages of maximum dry density and the In -place moisture content Mall not be more thon 2x above the optimum moisture content, as deteminm by Standard Practor ASDI 1. Mound all structures, under roadway paving, shoulder and embankments - 95X 2. All other areas - 90% G. Frost Protection: Pipes told with less than the minimum cover over the crown and when approved by the Engineer shall be protected against freezing by Installation of rigid insulation far the width of the trench. Insulation Mall be o minimum of 2 inches thick with one additional Inch of thtcknase far every foot of depth of piping lees than 5 feet. The hmta shall be placed 6 Inches above the crown of the sewn oftr compaction of the B Inch lift Immediately above the crown. Care shall be exrclam by the Contractor during backflll and compaction over the insulation. The sheets shall meet the compressive strength requirements of ASTM D1621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS A. After the trench has been backfilled to above the pipe and has been compacted as specified. check sews and atormdrains to determine whether displacement has oacut B. Visually Inspect pip. Installation by flashing a light between ma holes or between the locations of the manhda,. by means of a flashlight or by reflecting sunlight with a minor. C. If the illuminated interim of the pipe line shows poor alignment displaced pipes, or my other defects, correct the defects to the specified conditions and at no additional cost to the Omer. D. After visual approval of pipe, a 95X mandrel test may be required. PLANS PREPARED BY: C CIVIL ENGINEERING ASSOCIATES. INC. 101IONSRELDWEINLANE, SOUIHBURLINGTON, VT 05401 Satda42IIt FAX aazaa-zlrr wso: www.cw-M.00m axAwn ACL -reap DSM AP__s DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT TTTI.E: SOUTH VILLAGE S . . I h B.,I l elk V . . SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT DATT czKm xf:VlSlary SPECIFICATIONS k IGxIHL nUM$xx MAY, 2013 AS SHOWN C-25.1 PROU Nu. 13162 SECTION 02439 - STONE FILL PART 1 - GENERAL 1.01 SUMMARY A. Section Include: 1. Stone FRI - Types I, II, III, and IV. 2. Rip -Rap - Heavy Ty m Light Type. 3. Geotetile Fabric. B. This work shall consist of furnishing and placing protective material. In conformity with the dlman.lm.. demotions and at the =Dons Indicated In the contract or as directed by the Engineer. 1.02 REFERENCES A. VAOT Standard Specifications, Section 700. PART 2 - PRODUCTS 201 STONE FOR STONE FILL A. Stone for stone fill shall be approved, hard, blasted angular rock other than a mg: rock eant'Iniog the flbroue variety chryeotlle (asbestos). The least dlmenelon of the atone Mdl be greater than 1/3 of the longest dimenalon. The atone Al shull be reasanably wall graded from the smallest to the maximum size stone specified so as to farm a compact mans when In place. Type I: The longest dimenslon of the atone Mall wry from 1 Inch to 12 Inches, and at least 50 percent of the volume of the atone In place shall haw a least ainn-lon of four Inches. Type II: The longest dimension of the stone shall very from 2 Inches to 36 Inches. and at least 50 percent of the volume of the atone in place shall haw a least dirin-lon of 12 inches. Type III: The longest dimension of the store Mall wry from 3 Inches to 48 inches, and at least 50 percent of the volume of the stand In place shall haw a least dimension of 16 Inches Type IV: The longest dimenelon of the atone Mall wry from 3 Inches to 80 Inches, and at Imat 50 percent of the volume of the alone In place shall haw a local dimanelon of 20 Inches. 2.02 RIP -RAP A. Stane for rip -rap shall be approved, rough, unhewn quarry atone, as nearly rectangular In Section as practicable. The atone Mal be hard. Sound and resistant to the action of water and weathering. They shall be of a rock type other than serpentine rock containing the fibrous wlrialy chrysotfia (asbestos) and suitable In every respect far the purpose Intended. Heavy Type The Individual at-- Mall haw a depth equal to the thickness of the course o/ rip -rap. At least 75 percent of the volume of the rip -rap, complete In place, Mall consist of stanow that how a minimum volume of 16 cubic fast. Light Typa The Individual atones Mail haw a depth equal to the thickness of the course of rip -rap. The rip -rap, complete In plats, Mall consist of atones that haw a minimum volume of 1/2 cubic foot. 2.03 GEOTEXTILE FABRIC A. Gsotext6e fabric Mall conform to the requirements of Section 02210 - Sit. Earthwork. PART 3 - EXECUTION 3.01 PREPARATION A. The areas to be protected Mall be constructed and graded to the lines Indicated an the plans or as directed by the Engineer and, if a fill area, Mall be compacted. All dopes Mall be maintained to the neat line indicated on the plane prior to the placing of gectextlle fabric or bedding material. stone 01, rip -rap or dope paving. 3.02 PLACING STONE FILL A. The pedfim atone fill Mall be placed In one .cure thickness in shown an the plan in . manna that will remit in a reasonably well graded Surface. Caro Mall be taken In the placing to .veld displacing of the underlying material. B. The atone. Mall be . placed and distributed that there will be no accumulations of either the larger r Smaller size of atan. C. Rearrangement of the stone fill by hand labor or mechanical equipment may be required to obtain the specified results. D. When stone fill and geolextile fabric are to be placed as part of an embankment the protectlw materials hall be placed concumm0y with the consWction of the embankment unless otherwise outhorlzed by the Engineer. E. When atone fill and geotaxtile fabric Is to be placed under water, methods Mdl be used that moll 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. Base Courses 2. Leveling Cmourn. 3, Finish Course B. General: This work Mall consist of one or more courus of bituminous mixture. constructed an a prepared foundation in accordance with those Specifications and the type of surface being placed, and in conformity with the lines. grade% thicknesses and typical cross sections Mown an the plans a established by the Engineer. 1.02 QUALITY ASSURANCE A Use adequate number of akllled worker- who re thoroughly trained and experienced In the necessary rate and who me completely familiar with the Specified requirements and the methods needed far proper performanc. of the work of this Section. B. All material. and installation Mall be M accordance with The Asphalt Institute Manual (MS-4) and the VAOT Standard Specifications. 1990. C. Mixing Plant: Conform to State of Vermont Standards, D. Obtain material. from asme source throughout. 1.03 PROJECT CONDITIONS A. Bituminous concrete shall not be placed between November 1 and May 1. Material shall not be placed when the granular Subbase is wet or when the air temperature at the paving .He In the Made and away from artifl.ld heat is as follows AN Temperature Pavement om Degrees Fahrenheit Cpeclad Depth 40 Degrees or below Greater than 1 1/4' 50 Degrees or below Lass than 1 1/4 PART 2 - PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to most the uIterlo as defined in the VAOT Standard Specifications. Divlslw 700 for Type II (bass course) and Type III (finish course) bituminous concrete. B. Gradation: Materials Mall be combined and graded to meet composition limits specified In VAOT Standard Speciflcation, Section 408.03, fa the base course and finish course. C. Thickness of paving far drives and parking lots shall be as shown an the plans, consisting of base course and finish course. D. Fr pavement reconstruction areas due to tronching, the depth of each course Mail be Increased by 1/2'm . Paveent onetructlon caused by tranch reopening due to Improper placement or non-approwd placement shall be performed at no additional cast to the Owner. 2.02 TRAFFIC MARKINGS A. Traffic marking paint to be factory -mixed, meeting the requirements of the VAOT Standard Specifications, Section 708.08. PART 3 - EXECUTION 3.01 INSTALLATION A. Install in accordance with VAOT Standard Specifications, Section 406. 3.02 EXAMINATION A. Verify boas conditions under the provielone of Section 02210 - Sit. Earthwork B. Verify that compacted granular ban le dry and ready to Support paving and Imposed loads C. Verify gradient. and elevations of base are correct. 3.03 PREPARATION A. Matching Surfaces When a new pavement is to match an elating bituminous pavement far a roadway or trench, the Contractor shall vertically smooth cut the existing pawmerit ace the exlating grant base. The amcath out shall be thoroughly cleaned and coated with Emulsified Asphalt RS-1, yet prior to paying. 3.04 PREPARATION - TACK COAT A. When the bottom couru of bituminous concrete pavemwnt IS let over the winter, or paving Is to be made over an existing bituminous concrete pavement the existing surface shall be cleaned and Emulalflad Asphalt applied before the next course I. applied. B. Also apply to contact Surfaces of curbs. C. Coat Surfaces of manhole and catch basin from. with oil to prevent bond with asphalt pavement. Do not tack coat these Surface. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thickness Identified on the plans B. Compact powmant by rolling. Do not displace or extrude pavement from position. Hand compact In areas inaccessible to rolling equipment C. Develop rolling with consecutive posses to achieve even and Smooth finish, without roller mark.. 3.08 JOINTS A. Joints between old and new pavement. or between mccaesive day Vo work Mall be made eo as to Insure a thorough and canlInume band bet- the old and new mixture. Wilh- the Spreading process is Interrupted long enough 1r the mixture to attain Its initial lability, the paw shall be removed from the mat and a Joint wnstruded. B. Butt Joints Mall be formed by cutting the pavement In a vertical plane at right angles to the centerline where the straigheae tm-edge Thebuttpint Mall tbe ermined by the use f thoroughly coated a with Emulsified Asphalt Type RS-1, ).at prior to depositing the paving mixture. C. Longitudinal joints that haw become cold shall be coated with Emulsified Asphalt Type RS-1, before the adjacent mat I. placed. If they haw been e.pmed to traffic, they Mall be cut back to a clean vertical edge prim to painting with the Snul ion. 0. Union otherwise directed, longitudinal Joints Mail be offset at least 8' from any joint In the lower course of pavement Transverse joints shall not be constructed nearer than one foot from the tranewrele joint. constructed in lower courses. 3.07 TOLERANCES A. The surface will be tested by the Engineer using a 16 foot atrolght-edge at selected locations ParaIIN with the canteriln. My wrlotlon. excseding 3/18 of an Inch between any two contacts shall be sothifactorlly eliminated. A 10 foot .tralght-edge may be used an 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 whicular traffic an Surfaces until thoroughly sod 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 falls to mole Such repair. promptly upon recelpt o1 notice to do m from the Owner, than the Own: may make Such repair. as necessary and the Contractor all pay the Owner far all costs Incurred In making Such repair.. 3.10 MARKING PAVEMENT FOR PARKING A. Striping - Thoroughly dean the areas to recelve striping and locate all striping s, Indicated on the Contract Plans All striping shall be 4' wide unless otherwise noted. B. Mlscallareous - Provide handicapped Symbals and all other miscellaneous signs and symbols as Indicated an the Contract Plane 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 compresdw strength of 4,000 pal at 28 days and Mall conform to the requirements of Cast -in -Place Concrete. 2.02 ADMIXTURES A. Air -entraining admixture shall meet or exceed ASTM C260. AT, content Mall range from minimum of 5R to 7R maximum. 203 EXPANSION JOINT MATERIAL A. Expanson Joint material shall be premoldod bituminous filler conforming to ASTM D994. PART 3 - EXECUTION 101 CONCRETE CURBS A. Excavation shall be made to the required depth and the bass material upon which the curb Is to be set shall be compacted to a fbfn, even Surface. AII soft and unsuitable material shall be removed and replaced with Suitable material which shall be thoroughly compacted. B. Installation: The cure shall be set so that the front top IIn. la In Glen, conformity to the line and grade required. All pace under the curbing shall be filled and thoroughly tamped with material meeting the requirements of the material far the bed sours. C. Concrete Mixing and Placing: Compaction of concrete placed In the forms shall be by Wading or other approwd method. Forms Mall be left In place for 24 hours or unto the -rate hoe set Sufficiently se that they can be removed without injury 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. Fr this work, competent and skillful finishers shall be employed. D. Sections Curbing shall be constructed in sectione having a uniform length of tan feet, unless otherwise ordered. Sections shall be Separated by open joints 1/8 Inch wide except at epanelon joints. E. Expansion Joints: Expansion joints shall be formed at the Intervals shown an the plons using a pre-forned 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 foot intervals or as directed by the Engineer. When the curb Is constructed adjacent to or an concrete pavement expansion Joints Mail be located opposite or at expansion joints in the pavement F. Backfilling: After the concrete has set mfflciwtly, the spaces In front and back of the curb Mall be flied to the required alemotlon with layers of not more than Ix Inches of the same material as the bedding and thoroughly tamped. G. The Contractor shalt protect the curb and keep it In alignment until the completion of the contract Each curb which is damaged at any tnne preA... to Mal acceptance of the work shall be removed and replaced with Satlefactory curb at the Contractor's .pens. 102 CONCRETE SIDEWALKS A. Excavation and Foundation: Excavation shall be made to the required depth and to a width that will permit placing of bed mourn, material and the Inatdlatlon and bracing of the forms. Bed course material Mail be placed to the depth and section shown on the plane When the layer required exceeds six Inches, two layers of approximately equal depth shall be placed and each layer thoroughly compacted ec that It Is hard and unylelding. The wetting of bed course material may be required to obtain the compaction. B. Finishing: The surface Mall be finished with a wooden float. No plastering will be permitted. The edge shall be rounded with an edger having a radius of 1/4 Inch. The Surface of the Sidewalk, at: the floating and acrasding proces. Is completed, shall be finished with a broom of a type approved by the Engineer, drawn over the surface parallel to the transverse joints. Spa al texturing an sidewalk ramps shall be Installed in accordance with construction plan detail. C. Joints Unless otherwise Indicated an the plans or directed by the Engineer, exponslmeveryjoints Mall be placed every 20 fast. Expansion joints shall be formed around all appurteances such as manholes. utility poles and other obstructions ..lending Into and through the sidewalk Pre -famed joint filler 1/4 inch thick shall be Inatdled In than joints. Expansion Joint filler of the thickness indicated Moll be Installed between concrete sidewalk. and any fixed structure Such as a building or bridge This apansion Joint material Mall .stand for the full depth of the walk Between the expansion pinta, the sidewalk Mail be divided at Intervals of 5 feet by dummy joints formed by a Jointing tool or other acceptable means an directed to provide grooves approximately 1/5 Inch wide and at least 1/3 of the depth. When the sidewalk Is constructed next to a candete epan- elon, Joint material Mall be placed between sidewalk and curb far the depth of the sld-.1k. D. Curing: During the curing period all traffic, both pedestrian and vehicular. Mall be excluded. VMicular traffic Moll be excluded far such additional time as the Engineer may direct. E. Backfllling: Before the concrete hoe been opened to traffic, the apace an each side o1 the Sidewalk shall be backfoled to the required devotion with suitable material, firmly compacted and nmtly graded. SECTION 02700 - WATER SUPPLY SYSTEM PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Pipe Material. Z Valve 3. Fittings 4. All other appurtenances necessary to complete the water main system as Mown on the Contract Pleas, 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessories pecified, indicating compliance with requirements to the Engineer and local municipality. 1.03 CJAUTY ASSURANCE A. All materials and the Installation procedure shall be In accordance with the Deportment of Environmental Con serwtim, Water Supply Division and the applicable construction ordinances of the load municipality. PART 2 - PRODUCTS Z01 GENERAL A. Fumish ails, tee:, reducing tees, wyes, couplings, Increasers, are ee, transitions and and cp. of the same type and class of material as the conduit or of material having equal or Superior physical and chemical properties as acceptable to the Engineer as necessary to complete the water system. 2.02 DUCTILE IRON WATER PIPE A. Pipe shall be Tyton Ductile Iran Class 52 (sizes a. shown an the plans) conforming to Grant ANSI/AWWA C151/A21.51 latest revision. Push -an Joint pipe shall be minimum thickness Class 52 Push -on Joint accessries shell conform to applicable requirements of ANSI/AW/A C111/A21.11. B. Pipe shall be cement mortar lined an the Inside In cord-ce with ANSI Specification A21.4 except that the cement lining thlekne.. Mall not be laws than 1/8 Inch. A plus tol:anc. of 1/8 Inch will be permitted. C. Pipe shall be given an Interim bituminous coating in accordance with ANSI Spealflcatlon A21.4 and on extarlor bituminou. coating of coal, tar or asphalt ban in accordance with ANSI Speclflcatlon A21.51. 2.03 FITTINGS A. Ductile Iron fittings shall conform to ANSI Specification A21.10, 350 PSI working preamr. Cast Iran Class 250 pipe fittings shall be allowed In Ileu of ductile Iran fittings Class 350. Ductile Iran compact fittings conforming to AWWA C153-88 will be allowed In lieu of full body flttinga. B. All M.J. fitting. shall haw mega -lug glands far additional Joint restraint. C. Bolts MGM conform to ANSI Specification A21.10. 206 GATE VALVES A. Valves shall be manufadured to mast all requirement. of AWWA Specification C509-87. Valves 12 Inches and smaller shall be bubble tight, zero leakage at 200 psi working Pressure. Valves shall haw non -rising etama. pen counterclockwise, and be provided with a 2 Inch square operating nut with arow cast In metal to Indicate direction of opaning. Each calve shell haw maker. none, pressure rating and year In which manufactured cast on the body. Prior to Mipment from the factory, each wive Mall be tested by hydrostatic pressure equal to twice the ap-Ifi.d working pressure. Gate valves Mall be Mueller, Dreesor or Kennedy. B. Buried valve. Mall be Installed with a vclve box. 2.07 VALVE BOX A. Cast Iran Near England style elkd.-type. 5 1/4 Inch shaft, 6 foot branch depth. B. Cow shall be coat Iran, marked 'WATER' and Indicating direction of opening. PART 3 - EXECUTION 3.01 INSTALLATION PROCEDURES A. Inatdlation of all water Imes shall be In accordance with AWWA C 600 latest revision. B. All pipe and fittings shall be impeded and tested In accordance with the manufacturers specifications and the aforementioned AWWA Specification. The Contractor shall fumlsh fm approval certification from the pipe manufacturer that all testa haw been performed with s Uefaclory results. Pipe shall not be installed without the Engineer's approval. C. Pip. fitting.. and ar-w ales shall be carefully handled to amold damage. Prim to the date of acceptance of the project work by the Owner. the Contractor shall replace any w pipe or accessary found to be defective at any time, including after Installation, at no expense to the Owner. D. All pipe Mowing cracks Mall be rejected. If cracks occur In the pipe, the Contractor may, at his own expense and with the approval of the cut at the cracked portions at a point at least 12 from the visible Ilmile of the crack and un, the Sound portion of the pipe. E All pipe and fittings shall be cleared of all foreign matter and debris prior to Inatollatim and shall be kept clean until the time of acceptance by the Owner. F. The pipe Moll be laid to conform to the line and grades Indicated an the drawing. or glum by the Engineer. Each pipe Mall 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 ands of the pipe Mall be dosed by temporary watertight plugs or by other approved mewa. If water is In the trench when work Is rammed, the plug shall not be removed until all danger of water entering the pipe has passed. The pipe shall be installed In branches and at the line and grade shown an the Contract Plans Any deflection joint. Mall be within the Iknita specified by the manufacturer. H. All piping and appurtenances connected to the equipment shall be Supported so that no strain will be Imposed on the equipment. If the equipment manufacturer's Specifications Include that piping loads are not to be transferred, the Contractor Mall submit certification of compliance. I. For pressure piping, concrate thrust blocks Mall be installed at dl unrestrained fittings and other locations as Indicated an the Contract Plans Minimum bearing ar Mall be as shown an the Contract Plans. Concrete Mall be 2.500 psi. Concrete shall be placed against undisturbed material and Mall not cover joint., bolts ornuts, or Interfere with the not of any Joint. Wooden side forme Mall be provided fa thrust block. J. Conductivity bands or wedges shall be installed at every pipe joint. K. A minimum separation of 16' vertical and 10' horizontal Mall be maintained between the outside of all water and sewer lines unless a variance Is granted by the Water Supply Division. L There Moll be no physical connection between the distrbutim system and any pipes, pumps. hydrants, or tanks which are Supplied or may be Supplied with a water that le, or may be contaminated. M. The Contractr shall take all necessary precaution to prevent flotation of the pipe In the trench. N. All trenching safety standards Moll be In conformance with all applicable Stale and Fedral gulddNew. The Contractor Shall be solely responsible for any safety citation. by State or Federal Inawttore 3.02 SETTING OF VALVES AND FITTINGS A. Valwa, fittings, plugs, and cps shall be set and pined to ppe In the manna pacified above farlaying and pining Pipe. B. Volvo boxes are to be Installed an all burled valves The boxes Mall be cost Iran with a minimum 5 1/4' diameter and long enough stuffing to extend from the valve to finished grade. The boxes ;all enclose the operating nut and box of the valves. Valve boxes Moll not transfer loads onto the valve. C. Covers Mall be elms fitting and dirt tight with the top of the cow flush wNh the top of the box rim. Coves Mall be marked 'WATER' with an arrow Indicating the direction of opening. 3.04 DISINFECTION A. Disinfection of the pipeline shall be directed by the Engineer and costs far all water, materials, equipment and labor to perform the required testing Mall be at the Contrectors apenu. AWWA Standard C-651 (latest reyislon) Mall be used a. a basis fa the disinfection procon. NI dislnfectlw/ testing Mall be completed by an Independent third party union otherwise approved by the Engineer or local municipality. B. The Engineer will require as minimum: 1. Complete flushing of the plPNlne to wash vet all dirt, debris, etc. which may haw accumulated In the pipeline during construction. 2. Following flushing (to clean dear water), the Contractor will add chlorine to the entire pipeline volume of SKiter such that the water will haw not lees than 25 mg/L free chlorine. and let the mixture set far at I ... t 24 hours. 3. Ater the 24 hour duration, the water In the pipeline shall be tested for residual free chlorine and must contain a minimum of 10 mg/L chlorine. If less than 10 mgA are found, than the disinfection procedure shall be repeated until at least 10 mg/L chlorine residual le Indicated by test. 4. Upon eucce-ful completion of the steps above, the pipeline Shall be flushed again until the chlorine concentratiort In the pipeline is no higher than that prew8ing In the aupply system. Ater this Mal flushing and before the pipeline M placed In service. bacteriological samples shall be collected on two consecutlw days. and Submitted to the Vermont Health Department for analysis. If the Initial disinfection fail. to produce sample which pass the Vermont State Health Department requirements for potable drinking watt, than the preawes shall be repeated unto Satisfactory result. or. obtained. Upon Satisfactory results by the Vermont State Health Department, the pipeline may be placed in wince. 3.05 PRESSURE AND LEAKAGE TESTS A. The Contractor shall furnish all gauges, testing plugs. cps and all other neceeary equipment and labor to perform leakage and pressure tests In sections of an approved length. Each valved section or a maximum length of 1,000 feet of pipe shall be tested. The Contractor Mall provide at his own expense any additional tops to the eater line e.sary to perform the preeeure and leakage teat e bstwe valve. All dleinfectlan/testing Mall be completed by an Independent third party unless otherwise approved by the Engineer or local municipality. B. All water required for tmting Mall be potable. All testing shall be conducted In the presence of the Engineer. C. The Contractor shall make the necessary provisions to top the pipe at the high paint to release all air and shall Plug some after completing the test Hydrants or blowoffs located at high points may be used for air release In Ilea of taps if approved by the Engineer. D. Fr the pressure toot the Contractr shall develop and maintain for two hours 150% of the waking pressure or 200 psi, whichever le greater. Folure to hold within 5 psi of the designated pressure far 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 .5 L- SDP 0.5 7.400 Which- Is less S - Length of Pipe Testing L - Allowable Leakage in GW/Hr D - Nominal Diameter of Pipe ) P - Average Test Presure (psi N - Number of ;oink In the Plpellna Tested All testing Mall be conducted In accordance with AWWA C600 (latest r.-Asian). F. Should any aaction of pip. fall either the pressor. or leakage test the Contractor shall do ewything necessary to locato and repair or replace the defective pipe, flttinga or Joints at no curt to the Owner. PLANS PREPARED BY: C CIVIL ENGINEERING ASSOCIATES. INC. 10M4NSRELDWEWLANE, SOUTH BURLINGTON, L?05I05 eaaesa= FAX epldM t3rf wee: www.-.- DRAwm ACL c.c.. DSM �PPROVf.O DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROI 117LE: SOUTH VILLAGE Souhb Rurlle V . . . . . . SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT MAY, 2013 sc ua AS SHOWN PRO. NO. 13162 C-25.111 SOUTH BURLINGTON MWER DEPARTMENT NOTES, 1. All domestic services and fire sprinkler systems that are nnetted to the public water system shall be protected with a backfew prevention assembly, and an appropriate thermal pension ayetam in compliance with the Ordinance for the Contra of Cross Connections Wgihin the Water System of the City of Zouth Burlington, henceforth the 'Baokflow Ordinance' Please contact this department for more Information on bockflow protection device.. 2. Access must be provided to the Department for those curb stops and gate vaIwa located outside the City ROW far disconnecting service to delinquent accounts provided that the City of South Burlington follows the requirements set forth In State Statute Title 24 V.S.A.Chapter 129, UnRarm Water and Sewer DI ! 3. Eight -Inch Ductile Iran (DI) water pipe shall haw no law than three (3) brass wedge. Installed at each Joint. Bury depth to the new main shall be six feet (8') to the top of tha pipe. 4. All hydrant. shall ..at the aforementioned specifications, and a hydrant flag shall be supplied with each hydrant. Hydrant drains shall haw all drains plugged prior to Installation. 5. No underground utility lines or structures shall be Installed within four feet (4') from the water main an either aide, from the lop of the main to the finish grade, with the exception of atom .ewer and sanitary sewer lines as stated In the above referenced Speelfications. Trees shall not be placed over any water main or service line, nor placed within twenty feet (20') of any appurtenance, Including fire hydrants. 6. Separation between the water main and service line and nearby sanitary and storm newer lines shall comply with the VT WSR m requireents and the above referenced Specifications. 7. The South Burlington Water Department ordinance states that 'All water line. and appurtenance. not located In the City right-of-way or public grounds shall be considered private pursuant to the ordinance and others of the City; and; 8. 'The Department shall not maintain any water lines that haw not formally been accepted by the City, except In subdivisions that are designed to Department Specifications and are Intended to be accepted; and; 9. 'All water line. and appurtenances located within an arse so designated sue restricted or private by the developer shall be considered private.' 10. At this time private fire hydrant. are assessed a $100 per hydrant annual fee, and sprinkler systems are assessed a $30 annual fee. 11. Priorto any building construction, the building contractor must contact this Department to discuss City requlnemento for meter sizing, meter settings, and backflow protection. 12. The SBWD shall be Bert any future hard copy plane Involving this project for review. Future plans must Include details and specifications as required In the above referenced Specifications. 13. The SBWD shall be notified prim to backfilling to inspect all Joints, fittings, main line taps, appurtenances, water line crossings, and testing. 14' The polyetheylene pipe er m ceent and Installation shall confirm to currant ANSI/AWWA CIO$/A21.5 Specifications. 15. A hard copy set of As-Bullts as well as we electronic copy In Auto-CAD.dwg Version 14 Format or newer shall be supplied to this deportment upon completion of the water system improvements. SECTION 02725 - DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Ssatlon Includes 1. Drainage pipe and appurtenances. 2. Drainage structures. B. Related Sections: 1. Section 02225 - Utility Trenching and Backfilling 1.02 SUBMITTALS A. Manufacturer's technical data for. 1. Pipe and appurtenances. 2. Structures. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Furnish 611% tees, reauclog two, wyes, couplings, I -weer., arose.., transitions and and cape of the same type and close of material as the eorduit, or 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 Plane do not specify a particular type of Pipe. at the Contractor's option, the following materials may be used: 1. Pdyvinyl Chloride pipe conforming to ASTM Specification D3034 or F679, (PVC) sewer pipe and fittings SOR 35. 2. Corrugated Polyethylene pipe and fitting. (smooth Interior) meeting the requlremants of AASHTO M-294 and M-252. 2.03 CONCRETE STRUCTURES A. ASTM C478, .[.ad as Indicated. 2.04 METAL ACCESSORIES A. Manhole frame. and cover. 1. Grey coat Iron, ASTM A48, as shown an plans. PART 3 - EXECLJ71ON 3.01 INSPECTION A. Examine the areas and condltlone under which atom 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 conditions haw been corrected. 3.02 GENERAL A. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavash tion, they all be adequately supported and protected m frodamage. Any damage to utilities shall be repaired promptly at no additional cost to the Caner. 3.03 PREPARARON A Hand trim excavation (where neceawry) to required elevations. Correct over -excavations with fill material. B. The elopes shall be graded to match the grade as shown on the plane. Where required, and sections shall be placed and backfilled to prevent undermining, C. Remove Inge stones or other hard matter which could damage drainage structures or Impede consistent beckfgling or compaction. 3.04 INSTALLATION OF PIPE A. Pipe shall be Installed in accordance with Section 02225 - Utility Trenching and Backfilling. 3.05 INSTALLATION OF DRAINAGE STRUCTURES A. Precast concrete structures: 1. Place precaet concrete structures and covers as shown an the Contract Plane 2. Where manholes occur In powment, 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 atone fill as shown an Contract Plans. SECTION 02730 - SANITARY SEWER SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Gravity Saws Pipe B. Related Sectlorm 1. Section 02225 - Utility Trenching and Sockfiliing 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 sanitary sews materials and construction of same shall be as shown on the Contract Plana and shall meet the requirements of the State of Vermont Agency of Natural Resources (Department of Environmental Conservation) and the Public Works Standards and Specifications of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish ells, two. reducing tees, wyes, couplings, Increasers, oroe.es, transitions and end caps of the acme type and days of material a. the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer to provide a complete and operable ayetem. 2.02 PVC GRAVITY SANITARY SEWER PIPE A. PVC sewer pipe shall conform In all respects to the latest revision of ASTM Speciflcationa D-3034 or F679, Type PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fitting., SDR 35 pip.. All pipe and fittings shall be dearly marked as fallow.: Manufacturer's Name and Trademark - Nominal Pipe Size (sue she- on plane) - Material Designation 12454-C PVC - Legerd 'Type PSM SDR 35 PVC Sewer Pipe' or 'PS 46 PVC Sewer Plpe' - Designation ASTM D-3034 or F679 B. Joints shall be push -on type using elaetomerlc gaskets and shall conform to ASTM D-3212. The gaskets shall be factory Installed. The pipe shall be fumished In nominal 13 foot lengths. Sufficient numbers of short lengths and full machine fitting. 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. PART 3 - EXECU11ON 3.01 GENERAL A. Care shall be exercised by the Contractor to avoid disrupting the operation of existing sanitary :ewer 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 .hall be repaired promptly at no additional coat to the Owner. C. Installation of pipe shall be In accordance with Section 02225 - Utility Trenching and Backfllling and as specified by this .action. 3.02 BEDDING FOR PIPE A. The bedding material shall be shaped to fit the pipe fa a depth of not less than 10 percent of Its total height and shall haw 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 and and the lower segment of the pipe shall be In contact with the shaped bedding throughout its full length. Bell or grooved and. of rigid pipes and the circumferential lope of flexible pipe shall be placed facing upstream. C. Ali pipe and fittings shall be carefully examined for defects and no pipe or fitting. shall be laid which are known to be defective. If my defective piece Is discovered after laying, it shall be removed and replaced at the Contractor. expense. All pipes and fittings shall be owned 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 drawing. or giver by the Engineer. Each pipe shall be so laid as to form a close Joint with the next adjoining pipe and to bring the Inverts continuously to the required grade. 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 and. of the pipe shall be closed with temporary watertight plugs. If water Is in the trench when work Is reauroad. the plug shall 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 for proper completion of the flushing and testing. quality of water, test procedures, and method of disposal of water shall be approved by the Engineer. Prim to testing, flush with water to remove construction delm.. B. All testa shall be made in the presence of the Engines. Preliminary teats made by the Contractor without being observed by the Engineer will not be accepted. The Engineer will be notified at least eight houre before any work Is to be Inspected or tested. C. The maximum saws length to be toted at one time shall be that length between any two manholes. D. Air Tasting: Low pressure air testing shall be conducted in accordance with the following procedures: 1. Each and of the test section shall be plugged, capped and braced. Necessary safety precautions shall be taken to prevent blowouts and possible Injury. 2. An air haw shall be connected to a tapped plug used for an air Inlet. The hose will be connected to the air contra equipment, which shall Include valves and pressure gauges. These shall allow air to enter the sewer teat line. monitor air pressure in the sewer, shut off air, and provide pressure reduction and relief. The monitoring pressure gauge shill how a range of 0-10 pat with divisions of 0.10 psi and accuracy of 0.05 psi±. 3. The air compressor and air supply shall be connected to the teat line and the teat section filled slowly, until a constant pressure of 4.0 polq Is maintained. 4. A pressure above 3.0 paig shall be maintained for at least five minutes to allow the tamperoture to stabilize. A check fa leaks shall be made and If any are found, the pressure shall be released and the fitting replaced or repaired. 5. After the atab0lzation period, the pressure shall be adjusted to 3.5 paig and the air supply disconnected. 6. Measure and record the time interval for the test line pressure to drop from 3.5 paig to 2.5 paig. 7. If the groundwater table is above the pipe, increase .bow teat promma 0.5 paig for each foot the groundwater is above the Invert of the pipe. 8. The requirements of this specification shall be onaidered satisfied If the time required In seconds for the pressure to decree" from 3.5 to 2.5 psi greater than the average back pressure of any groundwater that may submerge the pipe Is not less than that computed according to the following table: Minimum Test Time for Various Pipe Sizes Diameter (Inch..) Time (Sec./100 Ft.) 4 18 8 45 e 75 10 90 12 110 Minimum Teat Period - 1 minute PLANS PREPARED BY: C CIYIL ENGINEERING ASSOCIATES. INC. 10 MANSFIELO VIEW LANE, SOUTH BURLINGTON, VT 054M W2A 2323 FAIL BOY2.a2271 wee: www.ceaw.cnrn a- ACL slates. DSM APPROT.D DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT TITLE: SOUTH VILLAGE S ore I Bu rl l a et o n, Vr rm o .n SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT SPECIFICATIONSI DRAY . Nal'®.R MAY, 2013 AS SHOWN C-25.1 PROD. No. 13162 12 I I I I I 8 Q 9 a I A 6 C 0 D 17 E x Lu d. F Q a -+ O a � v O- ui p O Z 0 J Q LL LJ! tY � = p G "' O vikn Z 0 rni Z I 0 H Fi QFIRST FLOOR PLAN _r `f SCALE: �" = 1'�° ct m F-1 w - 'G ev PROJECT # 1303 SHEET NUMBER A101 DATES/8/2013 120'-0" 1T-8" 21'-11/2" 21'-11/2" TT-1 1/2" 21'-11/2" 1T-B" 2'-0'I 1T-101/2" 22 2" 21-0I TT-101/2" - - - - - - - a LIVING KITCHEN Q ' I I LIVING DINING I KITCHENKITCHENKITCHENKITCHENDININGuP��uPDINING - IL I UP I 6 KITCHEN LI LIVING DINING — DINING LIVING LIVING/DINING - -- DINING LIVING - LIVING I ° KITCHEN I —— UP DINING I �, � � ¢ � - � I UP I UP I I KITCHEN ® ' UP I UP I KITCHEN I UP UP --- -- ---i I KITCHEN � � � DINING uP I KITCHEN b � J LIVING LIVING/DINING DINING LIVING ° KITCHEN �y LIVING �9 N DINING LIVING S r 9'-11" 22 2" -P' 1T-101/2" 9'-11" � TT-101/2" 18'-2" �-0II 1T-9" 21'-11/2" 21'-1'I/2" TT-11/2" 21'-11/2" 21 II 120'-0" 2'-0' No Text 1' I I �l:(C�1 S a f i tl.171 a �!I'Id.61Yw' EL 2'-638 N" is EL.31% FIR F .............�� 7� \I THIRD FLOOR Ail EL I"I io EL '-5 FJRqT F � is .►�. 1" 41 � � ------------- _---------- �L--------------- 1------------- -------------- L---_-_--------� 1 SOUTH ELEVATION - BUILDING 'A' DESCRIPTION OF EXTERIOR MATERIALS: El SIDING TYPE -1: VINYL LAP SIDING WITH 4 INCH EXPOSURE. TE)MPE AND COLOR A5 SELECTED DY ARCHITECT. El SIDING TYPE - 2: FOR CEMENT SIDING. "HARDIESHINGLE" 51DING BY JAMES HAROIE. HARDIE SHINGLE STRAIGHT EDGE NOTCHED PANEL MAX T EXPOSURE COLOR AS SELECTED BY ARCHITECT. (FACTORY PRIMED AND 15T COAT / FINISH COAT APPLIED IN FIELD) 1-31 STANDING AND TRIM BOARDS. "AZEK" TRIM BOARDS OR APPROVED EQUAL RUNNING TRIM: (FACTORY PRIMED AND 15T COAT FINISH) MDR TBD. SIZES AS FOLONS: WINDOW TRIM: IX4 DOOR TRIM: IX4 CORNER TRIM: IX6 WATEIZTA13LE TRIM: 1X8 HORIZONTAL BAND TRIM: IXB CORNICE DO FASCIA WITH W THICK SOFFIT ® ROOFING: ASPHALT THREE-DIMENSIONAL STYLE SHINGLES ( IKO 80 OR EQUAL ). COLOR AS SELECTED BY ARCHITECT. WINOOINS: EXTRUDED VINYL WINDOWS W/ LOW-E COATED, ARGON FILLED INSULATED GLAZING. MAXIMUM U-FACTOR OF OZi. SEE TABLE 502.3 OF 2OI1 THE VERMONT COMMERCIAL BUILDING ENERGY STANDARDS FOR ADDITIONAL REQUIREMENTS. COLOR TBD. (SEE WINDOW SCHEDULE, SHEET A620) © EXTERIOR DOORS INSULATED FIBERGLA55 DOOR W/ INSULATED GLAZING. MAXIMUM U-FACTOR OF OX FOR OPAQUE PORTION OF DOORS AND MAXIMUM UTACTOR OF 035 FOR GLAZING. SEE TADLES 502.1((1)) AND 5023 OF THE 2011 VERMONT COMMERCIAL DUILDING ENERGY STANDARDS FOR ADDITIONAL REQUIREMEN75. (SEE WINDOW SCHEDULE, SHEET A620) rDECKING DECKING SHALL CONSIST OF COMPOSITE MATERIAL, COLOR TBD LDING HEIGHT _� l—j `' I FPIT���r• m�a r-rm�„ I / — i OTRUCTION TF L---------------------------- L--------------------------------- i---------------------------- i 2 WEST ELEVATION - BUILDING 'A' 2 VA z z 0 Q � c� z z —� O m Q ac O LLJ Q J W fV V' W z W � Q I m i o _ z j 0 m N F 0 O �Z No Text No Text No Text MIYJ: • r '!r'1' r' 71 • �'44' _ .� .� �■, err_ �r M* .. .. �, ��:� �'� s .�:Y__. :..1��1wY rwlrw n �liirn►��r�.rl■ ■■rr , .Tin.-.,rlrnrwl■■r� .. .., '"■"....,� 1 _, x�!■_x�r■r�'r. ■ir■nrrn aslixnrrrvse■Ira■w■_■ x ■ rl -. rirlrl■r •arlrr""■■ 1 ■ -nnrr■nnnn. _�� In�'il IV�'I �' �innnnnr ririn. � 1 nuru■onunr. '"" � I ■ r i ■���,- nrunonrr . ------------------ ninnrn. sr mm�mmmrw ■ n■ ■irunnnrrnm n1n■rinrrl► •vY■nnnrnnnmrr. ' Rinnrnwrwumu .Iiwr■nrlr.nrr■u, s ■�unrinrrinnlr o., ti.r� ■ nilrl■rlrl■rlrlolr■nn■■- ■�rnwr■ornrr■► unnlr■nnY■nnr■1�Y w�■ �,� ,® nnnnnnnnnnnr.unr.nn► ,x T ■innr/n■rnnrnurn. :`in■wrYwrni ■ '7oNru■wn■rnrwrnrr■rr 1„r fir' .a i■nunnrnurnnrnno. _.� w,..,,,�w' _\iiimYimrrii ilnrimiiuiririlroiliiiilinilrr,� T:- • \+^ Imo. 6 Cr fir, � �_=.irlumrnnrrlr■nlruru■■r _�I �.. n1nn1-•--•71rnm� NINON nmomm�lwlY■nnnnnnn■I�����rrrrrrrar=w� and �■Loom ■nnnm— �I - — orn ■nrn■ro■ro■rr■rr _ -ui _��:�x��n 1111 q�l'' � 11—_ =11 11=�1iri:i 1111116:�1:.:'� =:imm�i■-- ---"-'-•-unnrrin mr nn ■nr■n1 morn noun nrnnr I�I�I II I�I=I�I�I� �I�I�I� © omniul nonlr m mr._-.-. m■' �—lismnl..�_._--------. �.■.innii I1120 ■ 1 ILIIII L I I�1 nr■■rlrl 111 111 I -ICI °I II I ®I II I II I j�rl--rnmTiiil7iin■rl �,�,��.■� aruwr■rwurwururl* r■ru � . a II■1■111■1 ■■il■■. 1 J ■..11.,.1,1.:-�:::..11.11.■.■./..11.1.■11.■.■11.1.2eti=■..11.rri11777 ■■■wr■L-. Jw■n�l CC■■r1■■■r1■■■rw■rri ■■rl■Il�rw■rrwl' _ 7Ge:--_--__G:!^' -.-a>"_._._. � 77G�G•'�o-7!!G--••�Oel--..�..�. nmrnwrnnr■n1 nnrunrrn■r n■ w� ,.� �� �fitll d�'liniruuri■nrrnl — iinor■ririlriiiw■■iloiinrrn \t ie, .1 r _�.• wr/rwrlrrr/rnrurrurrlr,r■rr, __ _ _'�", k .N���I�onu■runrur■r. _ .nrnnrrro_rnrunrnnrrnlii.��� rrr■ r:rlrr......�.�..�.�1r. �w - �rlrlrrlr■_r.....�.�..�.�.yrlrlrrlrl �� r �imimiinnii i i �� ■i' e = @ _ nr■nur--.nru1� w = w' I��iil 11' " lii� 111 11 11 1 111 = 11 11 ■rron mrr S � nn Iw S �— nmr••- = ylon■r �� _ = Irin■r1 1 11 11 1 loom m.n mm�rl — noon _ mnrl� nrm auuurl 1■nII�Im I �I I�I 1 rrwri�IL JI�I� 1 ■ Yr ' LL11111,iiHo 11=I� f�.u�t�r>l.��sr�,nnnnn5��r1,�r _ !I NORTH ELEVATION - BUILDING 'C' �• SCALE: 3 16 = 11-0° DE5CRIF110N OF EXTERIOR MATERIALS: OSIDING TYPE -1: VINYL LAP SIDING WITH 4 INCH EXP06UPE. TEXTURE AND COLOR AS SELECTED BY ARCHITECT. SIDING TYPE - 2: FIBER CEMENT SIDING. "HARDIESHINGLE" SIDING BY JAMES HARDIE HARDIE SHINGLE STRAIGHT EDGE NOTCHED PANEL MAX T' EXPOSURE COLOR AS SELECTED BY ARCHITECT. (FACTORY PRIMED AND 16T COAT / FINISH COAT APPLIED IN FIELD) STANDING AND TRIM WARDS. "AZEK" TRIM BOARDS OR APPROVED EQUAL RUNNING TRIM: (FACTORY PRIMED AND 15T COAT FINISH) COLOR TBD. SIZES AS FOLLOWS: WINDOW TRIM:1X4 DOOR TRIM: 1X4 CORNER TRIM:IX6 WATERTABLE TRIM:IXB HORIZONTAL BAND TRIM: IXB CORNICE WB FASCIA WITH 1/4" THICK SOFFIT ® ROOFING ASPHALT THREE-DIMENSIONAL STYLE SHINGLES ( IKO 90 OR EQUAL ). COLOR AS SELECTED BY ARCHITECT. WINDOWS: EXTRUDED VINYL WINDOWS W/ LOW-E COATED, ARGON FILLED INSULATED GLAZING. MAXIMUM U-FACTOR OF 035. SEE TABLE 5023 OF 2CM THE VERMONT COMMERCIAL BUILDING ENERGY STANDARDS FOR ADDITIONAL REQUIREMENTS. COLOR TBD. (SEE WINDOW SCHEDULE, SHEET A620) © EXTERIOR DOORS INSULATED 1`113ER6LA55 DOOR W/ INSULATED GLAZING. MAXIMUM U-FACTOR OF 0.37 FOR OPAQUE PORTION OF DOORS AND MAXIMUM U-FACTOR OF 035 FOR GLAZING. 5EE TABLES 502.1((1)) AND 5023 OF THE 2011 VERMONT COMMERCIAL BUILDING ENERGY STANDARDS FOR ADDITIONAL REQUIREMENTS. (SEE WINDOW SCHEDULE, SHEET A620) ❑7 DECKING DECKING SHALL CONSIST OF COMPOSITE MATERIAL, COLOR TBD �(-H) ( n ( ( n nn u:. % ► .1 • r'rr ,'r• 1 • '•r� e ,ii- �Im�■1_I_II_u��isl1���- n' ■�I: .■�i■rr1 ©��1 �i m /� ----- ----- - -w��..�lwY_�w---- ------- ------' -iii OWEN --------irw■nrr■■.`-_--' ---------------- ----- -- — - — - — -- ---- ----- --"w•Y 1 _x � w■_■ wl��l 1■■ _I_I��1_II I�w.1�-�� w► ��r■■rw_■� � ■ w I ' �� ii11■ _II_I�w r . �rwlwY� 1 �! ■ ME �wr1l■�w1 wl_n •I c:iiiiiniiiliir.00iinoiinai7iliTi.oiii7i © =1Y I6 _� r �i' �wNrrrY�rl■r��wgrr ' .=�Imirlr �I . 11� .�n!r■■NIr■■■Ir0■1rI 'II I1 1 iiio7iiibor:oiTr'G ■ ■rr■■wr■ 1 1■■rr1■rr1 ■ r■ ■ r■ ii ,ILO 1:i:n:�lii II ■ ruan•n iii � r�r1 r■iini■�I�ii II n nr mn i:mnnnn-... unruu uriionur r��� �!���■rr�lprrw■IIr1■Y� Io1Yum.nr.Y1■lat not-. �irrl:i rY■n■ ■INrrr 11 mrnn �iOarii �iiiiruil nm■rn III Irwrrrrrnwl-■■.I r•rrrl■■rr1■■ Ylr■uuunu Ir1■1 no ■IIr1■Yr n ■ rr Tin:ui�l� u■c.. ii■iiiliy ■Yrlrm- nrinnr II,I i:i unuil�l �l go mm�n■rlmnrlrnrl � III III, =I � in ■YaY. #rumrll ■ruuunun _, s. nrrn � � .�_ - 11 III 11 11 � = _ 11 III' _ L� 11 � I I I J I 11 ! I 11 ■ Ir■ n Ti IY1/1■IYI ■IYrr r 11I nrnul unlrm w�■IY■1 �r.a. ■wq I lore. IN 1■1/11 I 11 ■•r1 I I I I.�����I L nnl I Lwur III r■oY. mwwr r11r■r■Irlri �� - .. . w1■■11r1YI ����^�...� 'In■� 1 I 1111 r■wln■rur.11 iiri■iii■iiiuiiiiii. 1111r � Illuw ■ u nln■u n1lnur 1: 1.1 III I I- � � I I I I III I I I 11 i I I I rirr■Irr■■1■r■r•r nnmrurnnrn■1 w��-�. wr■rY■ rwnr ■■Ir■■■IrIr1 \I AMC Ile. ■' r ArJI �® w cc wv-� uc 2 EAST ELEVATION - BUILDING 'C' I z 0 V Z t�3 p z J O m O Q X V Lu J d � LLI N Q J z Lu a J gci J_ m } H z LD h z z � s 0 m In O SHEET D �. - __ � i •. :y sit ___ n ` II _ ss aT (3) RPJ (A aP =1 RAI / (3) RP'� ro STORM W"AT POND � - �� .; =•col,. �:-�— - • ,� ����, � CM, bosm and cell back efxxax. to of . Poste I, o move damageE branches. twbe krdap and wire on moMeA pu cab nuou.e leader • All hums end bi must op — edabb. • Rertmve call,, IrpT bunk and inspect an di mage ea0fillln6inch IMcandla np—t air Pockets. • Slakes nM In M insl,llsd on • Add sandy bath sail llndtlNonal bed,111 Belled,nd Budaplxldtrees. is mo.mol. Snit to canal of 50dD%send 204D%sill 6-10%clay • Trna shah bexr same lelwlnn to pinde psnbora to it's prevbusly existinG 9mde. z-s %organic 7 5 pH or less Plain lroe33 inches labovd tlesked grade to show br.— scab,, • l, rcrroIh end boat soil around nk. Top or roombaH not ll shoube disturbed 11wxrcred Top f, • Forme saucer. inch in depthand wnh sdP rut wile wa. ter. Soon ever water has been slo w 'morted CorOn wM 1 inches0l tibito • Soak —dursd area to ensure lull romacl between noto .and Wckflll e Tuldi I iso 1. growd at Ilea hunk. ---.iT-0.-- - Pla:lKhnn Pict«an. I(I Iln lull R _e -45 � �1 g�y • Lsusanordains call Mending Mle. Pace TcN oaon r disturbed soil. Planting Detail for Balled and Burlapped Trees in Turf p PE PLAN Large Trusts Mark Scientific Name Common Nerre Sim Cos—tFWlWmtaborQuarterly I 00 uerous Bicol., Swamp w de 0. thin ca Iper 9 . uerous imbricane Shingle Oak 2 W -3 inch caliper $35000 2.575.00 1,7 AMS lus ipporastanum u—nnu Double lowered rite 3 inch caliper 350. .5 75.00 3 ,625. ACB aswlua x a T ii me Play Red ores ut 1 3 inch caliper 3 75.00 ,62 . UR Ulmus' agar Relief m inch caliper 75.S2,62500. Ulmus'Morton' Accolade Elm 2 U2 3 inch caliper S49999.5 1,250.00 3 $3,750.DO YAA Maackia Amurenaia Amur Meackia 3 inch caliper 350.00 5.ID0 4 $3,500,DO Pv Prunus Virginians "CanadaCanada Red Choloacherry -3 inch caliper $35000 2.5 $875,DD $7,000.1100 grl IDrt land ra ammc Shamrock Inkberry ge on Albe'Ivory Held Ivory Hale Dogwood 3 gallon 1 1, .OD RC odendron Catawbiensa English Roassurn Rhododendron 1 4" $34.00 2.5 $85.00 9 $785.—OT— RIP Rhododendron PJM PJM Rhododendron 18"- 4" PO carpus Cpul' rus'Diab10 Diablo Nineleark 3 gallon 3.DO 2.5 3157.50 1 JH uniperris hlorlmnialis Blue Rug arpet Jun r 2 gallon S21.48 2.5 .70 10, 10.40 JC Junipers c-nmunis Common juniper feet 1$1,875.00 am taus Mtempylle " non Mc umatn" Green Mwotain Bo gallon 1, nnga Palula'Miss M lu Kim DI.c 3 gallon 3. 911 Spire. Bi m.lda'Neon Flash' New Flash pima 3 gallonProposed 1B. gi�k Landestallair Valise, • an General NOM: ropsod for planting areas shall be Placed to a depth of 13 inches or as required for time Ranting as shown In the planting details Scarrily underlying soils to a depth of 3 inches 'nor to placing topsoil Topsoil shall be free of large stones, trash, noxious weeds, or oxic substances. Soil fertility and Ph levels shall be amended to meet the requirements if the plants specified 2. All areas not specifically designated as planing beds shall ba prepared and planted lawn Ims s. Provide end install a Bluegrass I Feso m / Permit Ryagress bland applied at the rate shown on Me Package 3. Stake trees ony if you have to. Do not stake tightly to allow for some movement. Remove all stakes after one year. If stake, are usedwe recommend using nylon webbing to he the tree back to the stakes. Remove any tree wrapping provided as is transit guard for shipping el the time of planting 4. Pace 24inches of aged wood chips or bark much over disturbed planting areas at trees and shrubs. Hold mulch back six Inches from stoma or trunks. 5. Excavate street trees to a diameter that a two hues the diameter of the mot ball. Ball street has plantings wM a mixture of native soilaemended with cam or sandy loam to a depth of 3 feet to prorate tree growthBe sure to place tree ao that the root collar is at finished grade, and the first minimum order roots are no more than 1 inch below grade. 6. Compact fill soils belown— plantings as needed to prevent xttling. Do norcompact any other bacinfill materiels. Water new plantings thoroughly to efmtnate any air pockets In the newly placed batkfill. 7 This planning plan requtrea close cbordinanon who several underground uellae s The plan as presented does not place any planting materials over the 01— The landscape contractor and the site general contractor most coordinate their adiivAsta to prevent conflict between bee plantings andsite utilities as -built. 6 All plantings Indicated are subject to approval by the City of South Burlington. Do not substitute any plant species or cuklvar without the express approval of the City of South Burlington Planning and Zoning staff and the City Arbonst. 9 All plant materials shall be, warranted for a anod not lass than one year from the initial planting. Pnor to the expiration date of the—manty, the landscaping contractor shall schedule a site revimv with the Cry Arbonst. Release of any warranty shall be coMitioned upon final acceptance of the plantings by die amorist. x W d z a g �0 a LLJ z U gg 0 t z = Q D 0 N - N z y tl tl x 5qq � (n „Jill 2) U � tQ OJECT# 1303 SHEET NUMBER L-1 DATE: 5/31/2013 1 I 1 GENERAL NOTES: �' PLANS PREPARED BY: I - - ) � A � / � j L �� I' __ �I 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are e proximate only. The Contractor shall field I ' \ \ l \ / / \ PP r. verify all utility conflicts. All 1 I l �. \ � \ � � 1 ! 1 \ \ 71 dlscrepancles shall be reported to the Engineer. The Contractor shall contact Dig Safe (888344-7233) prior to any r /, 1 \ / constroction. _ "''�� / I , \ ' / / � 1 CIVIL ENWNEERING ASSOCIATES INC, I�E� '�► -'.i - _ �/ 1 yv 1 10AVSVIDBEwtAW sanxeunMIDN VFOM 2. All existing utilities not incorporated into the final design shall be removed or abandoned as Indlcated on the plans or directed by the Engineer. 11' I I ' • ' t _ / \ j �l� II � ,� �• .�...�.•. / � � \ � �� )yam 3. The Contractor shall maintain as -built plans (with ties) for all underground �'r1I1 F n �•,f; - I �+"` /' \ / \ \v = = _ _ owxn utilities. Those plans shall be submitted to the Owner at the completion of the 1 I l I I 'r.�'.:.: s'. \ t \ \ / �) Aa project.DSMI 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or indirect result of the construction. ! -�-'• `� ��"�+'jr`W i ., i \ \ ,,,,, /, , 1 /, ; . -, •.. eavaavm D3M 5. All grassed areas shall be maintained until full vegetation is established. , �' I - G 4i, ice. TX e l II _-_��_•�'�-_.�..•-�. +• /''.. \1 APPLICANT: 6. Maintain all trees outside of conshuctian limits. I -_.III I ' I _ - - •_ - , c 1 11 SOUTH VILLAGE 7. The Contractor shall be responsible for all work necessary for complete and I 1 1�1 1 \I \ � - a- ...• / / I •`,1-. \ L"�' \ , operable facilities and utilities. p ry p _,,:I .m. ,•-�_: -_--•, INDEX OF SHEETS: 8. If the building is to be eprinklered, backflow prevention shall be provided in I III I I +ll I \ \ r O v O 1 �. /' CIVIL ENGINEERING PLANS COMMUNITIES, LLC. accordance with AW WA M14. The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for riser detail. I I I 'I r / - ' •' ' / i SI.3 SUBDIVISION PLAT r y_ 9. The Contractor shall submit shop drawings for all items and materiels fI C25 OVERALL SITE PLAN incorporated into the site work. Work shell not begin on any item until shop tjl 1 A -A. I ? 0_ � '^'L-. - EJASf " - • J / drawing approval Is granted. •� •.I * _ _ r - 7 r \ _ C25.1 IMPROVEMENTS PLAN ate. rr II 1 - , • `\I - • - C25.4 LIGHTING PLAN air e.wm 10. In addition to the requirements set in these plans and specifications, the � � .� � � I ---,Y- I, - � - R.'' •rJ C25.2 SITE GRADING PLAN Contractor shall complete the work in accordance with all permit conditions andany local Public Works Standards. I I-______25.3 UTILITY PLAN"'1. The tolerance for finish gratles (or all pavement, walkways entl lawn areas ' l�. � • �-''^' "' / � --( shall be 0.1 feet C25.5 LIGHTING DETAILS f _ 12. Any dewalering necessary for the completion of the sitework shall be r considered as part of the contract and shall be the Contractors responsibility. n;1 I 1 -I - 1 ;�`+1 C25.6 EPSC PLAN L_ * � 13. The Contractor shall coordinate all work within City Road R.O.W. with City 1. / - J I ORM WATER C25.7 EROSION CONTROL SPECIFICATIONS _ authorities. _ �� - -� \ I` \ 1 { - 1 -. _ 5 - ` -. - - 1. �,• r I - -- BOND C25.6 EROSION CONTROL DETAILS 14. The Contractor shall install the electrical, cable and telephone services in 1 /Q) ' 1 _ 1 -- .; \. 1 ' C25.9 SITE & UTILTITY DETAILS - T accordance with the utility companies requirements. / , ) -I u I - 20 •' - _ - cz5.lo SPECIFICATIONS LOCATION MAP / v.. 15. Existing pavement and tree stumps to be removed shall be disposed of at en 1)p � ( � I _ a , 1 __ - - NOT TO SCALE approved off -site location. All pavement cuts shall be made with a pavement saw. F • ,� 11 \\ 1 iii I ; 1 (,'2,�j• 11 SPECIFICATIONS •. f 16, ff there ere any conflicts or inconsistencies with the plans or specifications, - - • ee� `\ I I� 1\ ' I �1 , ! 'r C25.12 SPECIFICATIONS the Contractor shall contact the Engineer for verification before work continues on PROJECT TITLE: YY 17ut jjp i / the item in question. \ }_ I1 '- tom------ :- ,• ARCHITECTURAL PLANS Y 28 i A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN SPEAR STREET AND - -) ` I / `� ♦ 1% .fl. - A201A BUILDING A ELEVATIONS ALLEN ROAD 6 A L� < \ '� r'} 'I SOUTH BURLINGTON, VT I' - t �_- �• A201B BUILDING B ELEVATIONS A201C BUILDING C ELEVATIONS LEGEND i .� _ ( 1 I I � � •� - /ter, � \ A202A BUILDING A ELEVATIONS E- CAP E� ' '' r 29 3 M /T.• �• _\ A202B BUILDING B ELEVATIONS f WATER SHUT-OFF A202C BUILDING C ELEVATIONS A / I _ �- -- - ��l_` - � 1_�/ l ,. ' -/-•- ::1 � .1 / � HYDRANT T - t._ �� it �_ j �Li_ .� \ r•\'� r% __,�\` �G�/ j e ® GATE VALVE L-1 LANSCAPING PLAN -G- GAS U'/ -W- WATER -SS- SANITARY SEWER I .»or ,I 1 ,,� • ��� J •j -_ . // 1�, _ -ST-•- STORM DRAINAGE 23 I 2�f _ / - -UD - UNDERDRAIN -E - ELECTRICAL 1 R \/ �'#_-_.-._!� e.rats ssa/ea sevum atve t�ua it \ �%<'� \ / � � -�,_ '� � • • � ' 12 / 7 - - �' i LOT 50 _Lti��[ LOT 50 ` t-� 1' ' I / / : '' •, .: ' hG%API�Ir SCALE OVERALL \FIMT) - I AUG 1 4 2013 SITE PLAN '1 ��• _. / / 7 / . . . 'r hr. F orre nsnnNc Nmmea I I . / / � / I , \ • . - I I MAY, 2013 ��'- % ///'' �" •' - - f-' _ - City of So. Burlington ism. No. �. \ 13162 I_ PLANS PREPARED BY: Of 2 _ p -�_ -_ \ - j - I C CIVIL ENGINEERING ASSOCIATES. INC. oo j_23 _ _1 _ 10MWFE1DBEWLAMZ SOUTHIRR A9TDN h054M i I I j DE I I I 1 I/ 1 - _ 1ONC. T j 2 s �{�+� ._ _ hoo 1 ACL l------10+ 9.1 5' CO D M j � +� SI� K 4I ► c i I I - _ o ..pa 5' WIDE CONCRETE I 1 I ' !d yc i «t ^ t. .m p9Ad SIDEWALK L— - i I 1 4 1 �� I I j EM N % *"-N It i� / / APPLICANT: ��������►►� j I ' 1 / I ; SOUTH VILLAGE +o0 2+00 - j ;, ► I j OMMUNIT C �-�— --- — — - + ---- --\\ o 'O j a' 1 , i 1 � TES, LL . _ + / C 4111i CZ) 26' WIDE PAVED ROAD - J `;� 49 ;� _ �% _ _ i o , , 1 W/ �ONC. CURB � i' , _'"" �IGC 20' W P 0 / coNc WIDE 4 26' WIDE PAVED ROAD CO URB \ \ / SEGMENTALRETAINING WALL't7` 14 /NAN \ . \ w DRaL ` ��� _ .+.� 5' WIDE RETE 0 SIDEWALK ; 1, / WIDE CONC. wALK \ . lm+J s• vnD5/conc. WALK LOCATION MAP NOT TO SCALE \ 4' WIDE • '�`• / / \ \ 6 ^ ` I '\, PROJECT TTTLE: ( CONC. WALK / I -CLASS' 3 (TYP.) I e �— 4p ♦� �, I / � v ETLAI\TD SEGMENTAL \ BLOCK RETAINING W/HANDRAIL \ I \ 18' WIDE PAVED ROAD \ \ \ I ,' SPEAR STREET AND �./ WITH CONCRETE CURB \ \ .` I / i / / ALLEN ROAD / . 60' WIDE PA PA \\ \ \ \ �p���.'� C j ! I' f ' / /- SOUTH BURLINGTON, VT LOT WITH CO.C� ,RKING CURB �\ J / LEGEND 4' WIDE CONC. WALK '' E-- CAP Egip \ i RR ( ';' , 1 /' / 11 j -f WATER SHUT-OFF 4' WIDE CONC. �IPLK \ I - _ � 0 HYDRANT \ 80' WIDE PAVED PARKING 365. - _ /^ / \ LOT WITH CONCRETE CURB I / h� '�` 0 --- 10 ; - - I! - -� (D GATE VALVE \ ` j DUMPSTER ENCLOSURE \ j / NSTALjL -K REThING —G— GAS LIGHT POLE 4' WIDE CONC. WALK \ / / WITH NG ALONG REC J n� \ //•L / / / \ P•) 4' WIDE CONQ. WALK �. \ \ _ / 4' NADE,EON WALIC� ,/ / —W'� WATER M \� v (TrP') v j —SS— SANITARY SEWER 16' WIDE PAVED ROAD WITH CONCRETE CURB �---ST--- STORM DRAINAGE \ i SEGMENTAL BLOCK \ /' S� �• RETWNINNG I / /� _' - -UD- - UNDERDRAIN / /I/RAJIL i J —E — ELECTRICAL 18' WIDE PAVED I _ do cmc® mvmon AT ENTRANCE k CU ' - \�� WITH CONCRETE CU/RB I� N 10 O \J--- 1 ^� F: D i LOT 50 GRAPHIC SCALE `\�-\, ♦ i' / ,' /; IMPROVEMENTS AILIG 14 2013 PLAN 1 Leh - 80 f1. \ I 1 / l bt 1 a Burlii�gt / MAY, 2013 n�..II . •�eA / C / • � ,3ts2 low 00 � �� J h may\` ``` �•___ 00 61 B.oly i i 3S9 +J70 2 3 cn CB #50B ��1. p i eg3jo e Jez RIM=358.0 + s Ja,,.> s INV. IN=353.4 62S \ s INV. OUT=353.3, R MB 360.8\ \ / 6w \ CB #50C INV. IN=356.8 3 4.09' RIM=358.1 INV. O,UT=356.7 g ' INV. IN=353.7 �� 368 AlJ6�r,e INV. OUT=353.6 CB #50E 6B #50E 6� 9B RIM=364.1 RIM=366.8 366 INV. IN=360.1 INVL362.8 INV. OUT=360.0 \ 2_0: SLOPE, UTILITY \� - LANDSCAPING I� \ EASEMENT EX. POWER POLE (TYP.) -X_3 6 NO EARTH DISTURBANCE -� 1\ I \I CB #50F �\ (THIN 30' OF EK. POLES RIM=366.8 (TYP.) 1 \ /t \` �� \7� ,q / INV.=362.3 CB #50G--� INV, OUP-7356.7 CB 1 IM=362.92' INV. N=355.9'(W 4' INV. 356.2( OUT=355. � C 171 11��OU 636.9' 1 t 366 1.� 365. 0 '2) PLANS PREPARED BY: GYII EIVGIIYEEIING ASSOCIATES INC ?0MYdFHDVEWWE, SOM&NNRM VT OM eotens.am r.�r eoTaeFan we.....or..mn ACL DSMI � N .waaavm APPLICANT: / SOUTH VILLAGE ii COMMUNITIES, LLC. F / LOCATION MAP: /I / ; /' / / 11 PROJECT TITLE: _ 36 -J.o I 6� � N ti •Oi Q A Z SPEAR STREET AND ALLEN ROAD r / I JfJ SOUTH BURLINGTON,VT �'i'p'� A� _�`o / � LEGEND es I E= CAP I / Yf WATER SHUT-OFF f I HYDRANT a o ® GATE VALVE �' �• -' -G- GAS -W- WATER -SS- SANITARY SEWER 16o. FES 2 -•-ST-•- STORM DRAINAGE �- INV. -•-UD-•- UNDERDRAIN RIM=365.3 .5 a.tc acvnua j., INV. I N = 3 61.1 \ / aa/.a aaysm arta avun \�-- INV. OUT=361.0 CB #50H9.5 RIM=360.2 / - \` INV. IN=356.0 CB #501VELC\ \� USES OOR CUTTVAL OR REQUIRED IWTD INOR ANY EASEMENT INV. OUT=355.9 RIM=358.1 /# \ ,INV.=354.8 RCB/ 50K 4f LOT 50 GRAPHIC SCALE \� R T/pN \� pgTN I Inoe - 20 n ' EX. POWER POLE (TYP.) /' ,' \`\ INV. INV. 0 = 4.6 1 SITE GRADING PLAN 'll NO EARTH DISTURBANCE WITHIN OF EX. POLES AU 1 2013 MAY, 2013 30' I ¢ Q ;' / �\ �O ;/ J C' of o. Burlin on 20 C 25.2 �� `•� ,� / 13162 0 • Ire G� _ • K30.3 TRANFORMER VAULT 215� SLOPE, UTILITY -- 8y LANDSCAPING EASEMENT f \\ I / 0 \ \ 0 I/ i RECEIVED / ' GRAPHIC SCALE ��` gr0N n .�` pgTy , ( DV FEET 2D 1 Inch = I � I 1 2„w �il I SMH #22 STA.! 9+01 RIM= 369.33 I I ; INV. IN (6"S)=1 �60.4 INV, IN (4"W)= 360.4 INV. IN (8"N))J360.4 INV. OUT (8�)= 360.3 6 N AUG 1 4 2013 � \\ I City of So. Bu ' g I PLANS PREPARED BY: c CIVIL ENGINEERING ASSOCIATES. INC. l0M4WWWWLW 8DI/IBBURLYKMK VT OW ACL CBECffiU DSM "PXDPED DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. LOCATION MAP: SM PROJECT TITLE: RIM INV INV INV SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT LEGEND E- CAP 4& WATER SHUT-OFF HYDRANT ® GATE VALVE —G— GAS —W— WATER —SS— SANITARY SEWER ---ST-•- STORM DRAINAGE --UD-- UNDERDRAIN —E — ELECTRICAL - Re oN 1.13.19 DSM/A NEYDiBD SM EPUN LOT 50 UTILITY PLAN M9B DD111 NG ND U MAY, 2013 ND. PDDl. C-25.3 13162 !APHIC SCALE ( IN FEET) 1 inch - 20 It 1 I i ,s I 1 r I I r I vL I I IF I —26' WIDE PAVED ROAD W/ CONC. CURB Q4j7 5 WIDE CONCRETE SIDEWALK L/ —J �. 50\&l O �-- _ 6j Sul Fp 20' SLOPE, UTILITY & LANDSCAPING EASEMENT CONTOUR LEVU A-10.0 0= 5.00 C= 1M 0= 0.50 E- 0.10 DS NA add by LbPm IOZ m IVIVA13 215A N \ 1j N pgTH ra.N ar• c nu:�r� i.Fu:•�r:,lr_r.ar:�r:�r„r rrs, ■ (a7.r�d... �, z r:r�r'r• •,•ce;���t'J�®I��LS�L" aG�G� ILa4i �( OG �Ir:'�lu flri,u, �,:aCo�IuihaNl I RECEIV AUG 14 City Of PLANS PREPARED BY: _0� CIAL INGINEERING ASSOCIATES. INC IOUN4FEDV1EWlAW SWTHNURL1WIX Vr 064M 90Ta9Fm9 — —1 , __. _ n L RD M CICANT: SOUTH VILLAGE COMMUNITIES, LLC. LOCATION Al O O / 0 )� I PROJECT TITLE: I /f SPEAR STREET AND I ALLEN ROAD SOUTH BURLINGTON, VT /l LEGEND JI /J E— CAP I I/ 4& WATER SHUT—OFF / HYDRANT nl ® GATE VALVE —G— GAS / I -------- —W— WATER I —SS— SANITARY SEWER I-•-ST-•- STORM DRAINAGE - -UD-- UNDERDRAIN —E — ELECTRICAL Wl8 CHRCIOID RMRION a.19.19 0911/ACL R6r8® 9198 6PLV! LOT 50 \ LIGHTING PLAN ' i DATE DM111NC. NL"lOIER )n MAY, 2013 1'�- 20' C-25.4 PRO N0. 13162 4 � �IIR z kyl I MMFWA a ITT T T T I TT m SOUTH ELEVATION - BUILDING 'B' 1 SCALE: 3 16 = 1 -0" DESCRIPTION OF EXTERIOR MATERIALS: SIDING TYPE -1: VINYL LAP SIDING WITH 4 INCH EXP05URE TEXTURE AND COLOR AS SELECTED BY ARCHITECT. 5I0ING TYPE - 2 FIBER CEMENT 51DING. "HARDIE511INGIT' SIDING BY JAMES HARDIE. HARDIE SHINGLE STRAIGHT EDGE NOTCHED PANEL MAX 7"EXF05URE. COLOR A5 SELECTED BY ARCHITECT. (FACTORY PRIMED AND 15T COAT / FIN15H COAT APPLIED IN FIELD) STANDING AND TRIM BOARDS. "AZEK" TRIM BOARDS OR APPROVED EQUAL RUNNING TRIM: (FACTORY PRIMED AND 15T COAT FINISH) COLOR AS SELECTED BY ARCHITECT SIZES AS FOLLOWS: WINDOW TRIM:IX4 DOOR TRIM:IX4 CORNER TRIM:1XI3 WATERTABLE TRIM: IXB HORIZONTAL BAND TRIM: 10 CORNICE DO FASCIA WITH W THU 50FRT ® ROOFING: ASPHALT THREE-DIMENSIONAL STYLE SHINGLES ( IKO 80 OR EQUAL ). COLOR AS SELECTED BY ARCHITECT. IMNOOAS: EXTRUDED NNYL MNOOAG W/ LOW-E COATED, ARGON FILLED INSULATED GLAZING. MAXIMUM U-FACTOR OF O.J6. SEE TABLE 5023 OF 2011 THE VERMONT COMMERCIAL BUILDING ENERGY STANDARDS FOR ADDITIONAL REQUIREMENTS. COLOR AS SELECTED BY ARCHITECT. (SEE WINDOW SCHEDULE, SHEET A620) © EXTERIOR DOOR5 INSULATED FIBERCA A55 DOOR W/ INSULATED GLAZING. MAXIMUM U-FACTOR OF 037 FOR OPAQUE PORTION OF DOOR5 AND MAXIMUM U-FACTOR OF 0315 FOR GLAZING. SEE TABLES 502.1(1) AND 5023 OF THE 2LW VERMONT COMMERCIAL BUILDING ENERGY STANDARDS FOR ADDITIONAL REQUIREMENTS. (SEE V/INDOW SCHEDULE, SHEET A620) COLOR AS SELECTED BY ARCHITECT. % DECKING DECKING SHALL CON515T OF COMPOSITE MATERIAL, COLOR A5 SELECTED BY ARCHITECT Pj PORCH RAILINGS FIDERGLA55 GUARDRAIL SYSTEM. COLOR AS SELECTED BY ARCHITECT 9 51DING TYPE - & 'CITADEL 5TONE' 5Y'ARRI5CRAFT. COLOR AND STYLE A5 SELECTED BY ARCHITECT. l D J C M N HEIGHT 7 IR,5T FLOOR EL 38T-10" T Zti EL 379'-81/2' D� T FLOOR EL 37 '- ' M Si • 4 7 I Z 0 Z ZJ_ O D Q m O XLLI LLJ J a Z W Q O r, W Z W � go m > o Om N F O0 1 E 5 jail Y i 0i a� U_ Q as a� 7R PROJECT # 1-.3 SHEET NUMBER WEST ELEVATION - BUILDING W AUG 14 2013 ���� A201B n City of So. Burlington DATE: S/8/2013 m MOVA: 1 Fps % I YLANS PREPARED BY: GENERAL NOTES: 1 1 \ L 1" Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Exislin utilitylocations are "-"•-"aED 7 approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. / ' «, v The Contractor shall contact Dig Safe (888.3447233) prior to any � � � I ! I � i / construction _ �� 1` \ \> 1 CIVIL ENGINEERING ASSOCIATES ING - p� �v/ / / 1 10WAVFIDYEwbWE, SOUrd&muvGTCK vT054M 2. All existingutilities not incorporated into the final design shall be removed or - - I I _ f- S eos.as�sszs Fro' ea¢a 1 waww�rees.+.ean abandoned as Indicated on the plans or directed by the Engineer. ��� ll 1.:� �I ! �"'� - / / A % 1 A�� �01� aR­ 3. The Contractor shall maintain as -built plans (with ties) for all underground ll I I / 11 -I ` — /; w ,- .. utilities. Those plans shall be submitted to the Owner at the completion of the 0 I I ' i x' r ,r ^.` \ \ /> ACL project. p P I ��City of So. Burlington DSM 4. The Contractor shall repairlmstore all disturbed areas (on or off the site) as a o direct Nor indirect ress tl areas shall ebe maintained unW full vegetation is established. 1 / � + � � � - - ' - a . �_ --. APPLICANT: CANT: 6. Maintain all trees outside of construction limits.-""- �'�- •, , 7. The Contractor shall be responsible for all work necessaryfor cam late and I - - ` ' , p INDEX OF SHEETS: SOUTH VILLAGE operable facilities and urihhea. � 8. If the building is to be spdnklered, backflow prevention shall be provided In I II 11 5} - k CIVIL ENGINEERING PLANS COMMUNITIES LLC. accordance with AW WA M14. The Site Contractor shall conshucl the water line to two feet above the finished Floor. See mechanical plans for doer detail. I I I / {( -: - ��. 81.3 SUBDIVISION PLAT 9. The Contractor shall submit shop drawings for all items and materiels i♦ C25 OVERALL SITE PLAN L j ncorporated into the site work. Work shall not begin on any item until shop 1 'M r J _ I drawing approval is granted. �- I I s ++ S _ _ > _ _ -, + f� \\\ - C25.1 IMPROVEMENTS PLAN � L 1 M I ;fI k _ •r•� C25.2 SITE GRADING PLAN / NawM •'t 10. In addition to the requirements sat in these plans and specifications, the � + 1 ' I � ^�--�-,- -�`�- �+ �- i i 1 Contractor shall complete the work in accordance with all permit conditions and I . "►� •+ +� - r+ a o P ]� .'� 0 �-- C25.3 UTILITY PLAN any local Public Works Standards. •• 1 r 9 1 I _ ,� �.•.. h 11. The tolerance for finish grades for all pavement, walkways and lawn areas I 1 I ' i f f _i _ �. C25.4 LIGHTING PLAN r shell be 0.1 feet. C25.5 LIGHTING DETAILS Arb e a wpo„ 12. Any dewatering necessary for the completion of the sitework shall be „� - 1 ` j�("'� �... considered as art of the contract and shall be the Contractor's responsibility. ••--- C25.8 EPSC PLAN C25.7 EROSION CONTROL SPECIFICATIONS WATER POND , 13. The Contractor shall coordinate all work within City Road R.O.W. with City _ i +l STORM authorities. _ _ -- I _ L. — _ C25.8 EROSION CONTROL DETAILS # � I I' S - accordance a to SITE The Contractor shall install the electrical, cable and telephone services in ° i ± \ --r l , C25.90 SPECIFICATIONS DETAILS LOCATIO i accordance with the utility companies requirements. / 15. Existing pavement and tree stumps to be removed shall be disposed of at an ,r+ ; _ '- - NOT TO SCALE C25 approved off -site location. All pavement cuts shall be made with a pavement saw. �j j C25.11 SPECIFICATIONS N MAP......... C25.12 SPECIFICATIONS 16. If there are any conflicts or inconsistencies with the plans or specificafions,++ ` \ �- ✓` PROJECT TITLE: 117 ki /) the Contractor shall contact the Engineer for verification before work continues on + � � 'I li � -+ ,. I - - - the item in question. , - _• - - *� I - `. ARCHITECTURAL PLANS A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN SPEAR STREET AND _-° - ' ALLEN ROAD 1 + ' ` J � i� J I `- { � � � , ���---1 �\ c 1 Fj � I J A201A BUILDING A ELEVATIONS I 6 A �� G V 1 i�- I� SOUTH BURLINGTON, VT f �� A201B BUILDING B ELEVATIONS A201 C BUILDING C ELEVATIONS LEGEND A202A BUILDING A ELEVATIONS E- CAP • t� j' 29 3 �'! - A` A202B BUILDING B ELEVATIONS WATER SHUT --OFF 33 r' l A202C BUILDING C ELEVATIONS t + (` -• - _ � � T - ( - � �,`. �� 1. � J-.. I HYDRANT t GATE VALVE L-1 LANSCAPING PLAN —G— GAS j � I � i I� � l' -� — - _ _ a � - •- � / I � 1 1 le —lN-- WATER —SS— SANITARY SEWER f -•-ST-•- STORM DRAINAGE " - — _ - _ I -` t 1 i ,,3 ,I •24 1t\ — -UD- - UNDERDRAIN e 49 v �_ \/\. —E — ELECTRICAL ,' A \ � r r � � / w� � � ''v � � •� •'�M •1 �� I � %-� Wn3 C®CaID R8V191aN 48 __ �12 127 v 1 �,.,. LOT 50 LOT GxAP1�1� SCALE OVERALL � 1 50 \ ' ' \ - I SNF '� J SITE PLAN i URlVZF � \ �•• nET) - DAM DaAlrm6 fi41YBHR tsb MAY, 2013 _ ... . l -- -- -- -- -- L ,., -- 1— �, 11-100C-25 I \ + 13162 rX5 a O ✓f 20' ACCESS EASEMENT SERVING �� 1 SITE ENGINEER: I I MASTER HOMEOWNERS ASSOCIATION /- cv \ I - e,.a!' __1 I DRAK4c11E EASBAE lT NOTE / aaD 109 LEGEND O ; • 1S4At AO. I ORARAQE NOTE 1: INDICATES STORMWATER MAINTENANCE _ - - �/(w, a10° EASEMENT (TYPICALLY 20' WIDE) CENTERED ON - PROPERTY LINE [� JO I ) I )-------- EASEMENT LINE I w „'2 O [SEE NorE ,7 SUBSURFACE DRAINAGE COMPONENTS I GRID NORTH 1g QOa sos•le'Drw N I O.2a M. 'x g 0.2Y M. ' $I I VI I Vr. COORD., SYSTEM 1981 -- / C88I CO�I I FROM cps DgseByAnaLt- o IRON PIPE / REBAR FOUND w/9ZE e1'07 i I I o.l$ Ac. g1r� /^� PROP R o w/ SURVEY MARKER I ^1 CIVIL ENGINEERING ASSOCIATES. INC. / L I s MW44• w • 4• scev'1{•w -w _(J r-n.,1- ze.--w.ar-I �" son�.T'y;w eggay' I-- s7Te•sly I / / n PROPOSED CONCRETE MONUMENT-1�a...z;zo FAA-eul-eea.11 »as: ww..cw.vcm+ r- 1 r _. arm• - - yam. _ �,W'z .w / / / / d UTILITY POLE (EXISTING) N II$ O � 20' WATER MAIN / / -.. _ - _ g' b 1 r J1 �•n.es• � / / -BUILDING ENVELOPES 0OP1"°6� &21 AC O O O Y' S I EASEMENT TO BE z ,m Seem® / H/ 1A .11Ix I� O .`n�. IIIIe O 60 >" w iM'a� '�� CONVEYED TO CITY/ / NUMBER OF UNITS 51� ACL Rll (9 /s 56 / / (1) I �I DR.wN r, Ala a20 ACRES : 0.15 AC. 0.18 AC. _$ ;1 62 5G d (U �19 @I19 0.17 M. 1- 0.20 AC' 0.17 M. 1$ g 8 w / / CORNER SITE TRIANGLE RESTRICTIVE ARE Fy m cast® \'`I= i (U (D Il 0.101)� 0.20 ACRES�/// STORMWATERTO CITY CONVEYED EASEMENT D$M M211t;ya J L (t) - J L--•- _--1 L._ - -I L.-._ _J L._ J L.- _ _ - _.J -_ i / I / / / V S70RMWATER EASEMENTS ON PRIVATE I(OTS 1 APPROYRD _ skrx X•.: OR COMMON LAND / TRC �('1� NOe'lYMt J n ,e•Ia ze E / / 1 ea.35' NOe'aJ'N'E / \\ / I may. "•'R�� Aga' v.ee _-_ \ OWNER: a0 rrosv'w JEFFERSON RM i; n'a L.ze.a NAM EAeFMFNT ,I,Oe' 1) MT4p.ar a° NOTE I) - L • 06]S44'E N 'E u' S,aw / /� J/ Lion. R'R"'I .ze_ -iz.zi - ial '°4 7*E _ Ra'°' °0'._ a. / STORMWATER` \\\ MULTI FAMILY DEVE ENT SOUTH VILLAGE 3 OAAwACE - RIGHTS DEFERRED ENDING Aie° - -T R >�+ ' ' POND 5 EAm[NT \ �� L A-zzo.ao • (D I Ye' � Neesz'Ia I (SEE N07 I i \ CITY OF SOUTH BU LINGTON i 1 o.16O ` - O 315�. ) `_� �� D.R.B. SITE PLAN �'PPROVAL (COMMUNITIES, LLC. ( j M. _ �. •„.,,u L/•KV•F\l�'��o ( (G n I \ \ c.l� _ - - ze.0 `\ �/ STORMWATER (LOT 50)/ L_-syi'16 _ (]-'�."d"w j��gt6 0.26 ACRES I± (1) � L' \ - J ° L r'� POND 4 \'I / TEMPORARY EASEMENT SERVING I---110•p° 0.32 ACRES O '^ (2) O ro 16ae'' ��• I 28 0.17 _ _ A-aa.°o l HOMEOWNERS ASSOCIATION. fib r (i) ® I (3) �. �i �O�a• , L.I,.Tz• ((JQlZ,I TNT$ PLAT DEPICTS THE PROPOSED $ueOnnMON of EASEMENT AND UPONCLL-DE-SAC TO W 1 8.19 I 1 0.47 ACAffi J L. - '� �' F �'--pp.aP a Ate• 0D °•Ih L- -I APORTION OFTHE HESUBJECT ENTIRE PROPERTY BASED UPON BE TERMINATED UPON EXTENSION A AC. _ I-lOe3J'Mw--NarSYN•E-' 1H_ t - ,aoR - - I \ REF SURVEY OF THE ENTIRE PROPERTY Qj'p� _ - ' gr,k• N, p•�•E _ \ REFERENCE SHALL R MADE TO OUR PLAT SOUTH OF THE ROADWAY. �, L._ tTfa.00---o � - OCWOII 0• soene•oz•w A"+e.D° -- \ -nao3- I E-" .d (n 91.er n_ am _ L•ae er p� rr- \ 'DowMwcuuvNB REVOCABLE TRUST. $Ou7x y4 ® L 'tap n 27A , TA \ VR LA4E-PIATOFSURVEY'. OATEO MARCH 23 P005, s �•Ar_ 0.14 1 s / (U Q19 I �•'' `O �O j _aa�,1 °R'µA°F EAyyaT \ \ RECORDED IN THE SOUTH BURLINGTON LAND ( I M. I 1 j, w- ^ I 4) i g I ,� _ y \ \ RECORDS. "Stoz w s _ N ott%7aa7- 0.14 ro w I ° e wwulB I \ \ 0.O _ (D '$ AC•R18y O.IY 1C1� O '��OS I^ O ' ��-{Q I I \ \ TO THE BEST OF MY KNOWLEDGE A BELIEF THIS PLAT I 1 t O (3) :��I r 19 - r� J _ - � _= J I N y `I I \ \ LANDPROP RLY SURVEYED UNDETS A R SEDDIRE SUBDIVISION OF 4P� y _ - AC. 0.19 I I� "I J LAND SURVEYED UNDER MY DIRECT SUPERVISION. $ N 13IPf Stlti I-1 51 '+-izaw•-p ' I (�E NOTE 0 1 1 I O F I AC. 0.29 ACRES EXISTING BOUNDARIES SHOWN ARE BASED UPON y� 7 ,.�yai I114 I I OUR ANALYSIS OF RECnRD a PHYSVA• cVIL--;0EE II a ' j IV I 0.94 ACRES � I"1 _ ° _ �___ (D (� 4" L'� /� 0 RECOVERED AND ARE IN SUBSTANTIAL FUNRE SCHOOL SITE SUBJECT 0 L1++� _ ,1°' 1 (A O ([�! P� /// CONFORMANCE WITH THE RECORD. THIS PLAT IS IN TO CITY OF SOUTH BURLINGTON D.R.Dai 0.91 ACRES A �' (3) aaA•1Y �'a E$ ^ L ° J L - OTy J I ')% 1 I $UBST/WTAL COMPLIANCE WITH 27 VSA 1103. THIS SITE PLAN APPROVAL _ N�. lip (LOT 11) I (3) -J +i �� 'A 0120 ACRES r--n r� 1 r - - y`"' -- - 0.99 M. I / 1 STATEMENT VALID ONLY WHEN ACCOMPANIED BY MY ( r AAwNAo [ASFAIDIT s'01'E !a!1 � � - _ - J ORIGINAL SIGNATURE a SEAL (ABOVE (SEE,) l soene'oz'w- sezzaw 403 I I I I ��• 7 I I ) + _ nap' _ B 1.`. I - - -' , z4sd- -E a ONAN- rAs �J'` 1�§.E - (I% {y I I- S2' TIMOTHY R. COWAN VT LS $97 •N�g - sojyy3�E m (ME on IT E i,°.°9•_. 0.14 A I I6 o.i9 I v / / I za.la ,Y n 26 M. • s(g (2) 32 + 41 _ - I O �/ 5.04 ACRES Don." °C S S�•,Yl�'E � .(� O E � RI �1'R, I= �' I 1� 0.90 ACRES T.^_ / I Imo/ PROJECT TITLE: NOS " •lszt -t d 0.19 AC. (i) (3) 21 1 Lu (SEE ya.w'/ „u aC_ _ ,R-yl ` _._soarN"._ 0.29 ACREa I (9 1.49 ACRES / I I I 2 - =�7 - _ 1 ����� _n 'mIm SOUTH VILLAGE (� w 22 a (n+� _ J � _ - _ L 91 25 At , A oz _ -_ �,aem'mt- - I I l I )'rllu " A 0.25 ACIDS 2 0, j T,a.a' n.ar .o.m za.c• , s.wT m.lo• 1'- /rf SEE SHEET S1.3A A, `dl AC. O _ - O19 `1= E R , I . J s - � E----FR08T STREET A` E / l - „ate FR03T STREET / SPEAR STREET & a A� ', _ osa ACRES 1 20 _- - 1 (D r FOR LOTS 11, 11A & 118 / 1 _ o.1a U w -- [ bg,�° W I / ALLEN ROAD mom 2�4 c. „{m n. Iew• I I)%J - I I / azs M. 1 �a _ r e SOUTH BURLINGTON, VT ©=F epA s "1 w l O=! s-rrze'a' r w i 49 " 'k O ,1 ,r£ D.z9 AGIZBBRI "„ate" cn ;cs O(2> �(P co W (D i l I - aar % m '� (ti 1 j w 1 $- Q23 ACRES i ` s l l I I.Qi 1 a12 AC. _ A o.2a ACR68 a � ) � 417 I. Y Rq / 1 " 1 _ - _ 0.10 ACRES -O 0.90 REs (:UMIAON ( ' t.. "s°;;a F S11-4'yE 0.19 (3) •- I I / ns,nrzat .� (U % - a• t_ L NoeT N4P3Q'E - na.ol'- I AC. I / ,aAt 0.12 AC. '- �iYyg•E u.7a A•ase. a1r ze.' ,oz.o1. $ • i -- - -I Lsoene' w� L 0�e'y1' � '� fit 10.10' F - �:,,ys�• TZ7114. a ��F� O (» S r-n.OD'-, Han r_ y -/ I O 1 M.le bar J's eT � � {.ar NOeT!'e0i ]art-_. I l I l -e OW '`T 184.et ACRES L-tl.la• L.nsr A�I�I-N N+" _ L<a.lP _. _ Tfa.di' 111180181 L _ �'E O 1 3/ / // \L.6]J' / A.IOlar M{Ta, x°a�Y T'E - aaAa e -I � r Y_ O � l I I / Rik R arl 11 r 0.19 ACRESOts *1 1s ACRE u• _ _ - (U y a o.90. ACRES , O CU �1=I = / / I e -I 1 I I s (D B I (1) I (3) MULTI -FAMILY DEVELOPMENT 1 1§ uu• L- r - 11I �' $I $ L 4.e I I 0.22 ACRID aUINAOE EAMNmT I Na9nrl9• / yir ar i 1 RIGHTS DEFERRED PENDING 1 (� 1 O .I O.IS ACRES (gE Now,) ,� / Noem•zot I nma,ar I CITY OF SOUTH GTON 1 - _ _ D.R.B. SITE PLAN APPROVALI-' 1 J n{.m• J L n.00'-J _._� \� k ss' / O o.6E I I - NOTleY9 E - A.11l.ar R.O.W. I i NoeOe-aYE '/ 2 )1R O (LOT 4) I )------- I --Haw•-- 1 �u Ot STREET .•Tp Noevao:•E Iweost / I I _. _.. -- pop r - i Q92 ACRES 91� 1- - _ - _ - I EASEMENT Ix CHIP MAN S 1 REET ,A L ` / 1 0.21 ACRES I -- --swsT9YYl-sae,Sso'w-1 "� FA wn or LaT ze \' L.laee LLL--- _ ^-'°°° T SW Iew- - J I I' LOCATION MAP Ip - T - 1_ L (� (D j 1 4153 fO _ J " ec easy _10' I i a)m'. I L_ _ / �q• I I (D - -- Ilos'y - - -. - - _ _ - - - (D \ arE or n m'ort oeSe'gtt NOT TO SCALE ar $I l eTe�Tr\_. J L. J 1-.-'--� y, +easa ---_L' .AErNNa i 5A , s1.ee n. I I I EASM,rn L _ J ) _ - ezRa• - nm_- Baez' - - - sE,eAa (rw.7 - O r - 1 r - - - r N MNw a Ne we' e _ / SOeol•10•w �Om,]ati sarAYOs w L - - - _ - - -' sass EA4TIFNT / IN A,xIR of L°r M i� 0.a7 ACRES I- 11 /L I I/ nen c�c RaYlelon cEss EASEMENT / w A- . LOT w M Is O A(� O 918 O 18 O Ow Y ' LOT AS A 1- SEW I / ow NANAaEMIDrr a P�v°PEOA aoixiaw g 0.17 AC. 0.17 AC. 0.17 AC. =1A 0.17 AC. 1 g 6-30-,0 me AnoLD EAs[rrEXrs TO LDrs aA a AS 0.24 ACRES i /STORM WATER EASEMENT I 1 N/F y !LOPE EAS- 4 w \ TO BE CONVEYED I //J. 3-IS-09 TRc MODIFY LOT NA ADD LOT Its 2.07 ACRES ; _ ` ` ` ` \ FAVOR aF LOT aA O I ro - (1) (D w - ro - \ I I P (Shelbm ) Clff.Id "" To CITY / I-16-09 TRc CREATE LO75 aA A /$ ` a.87i ACRES L- ,H.�Y- J L _ ._.J L- L_. L _7 _ a. I 1 I 3-31-08 TRC DRAFTING EDITS STORMWATER EASEMEN _ s / \ I I/ 1-n-oe osM REVD BUILDING RraNT sEreAcxs ro to I I ( 1 srove'oYw soeneD soe ° sae w 20' REC. PATH �TO BE CONVEYED TO CIIY�I R PREMOVED RTY SAND E. FISHIER LANE EASE. TO CITY I I �. _ - - _.J I \\ I I / 1-3-09 DSM /% �R GE P TO CONVEYED WATER EASEMENT O CITY II I I L A)NA ` ` \ I ,1-9-a7 osM REvo BxLaxc $DE a REAR s11RAacs ro s' ` ASEMENT - S (WITHIN R.O. LICENSE (WITHIN R.O. W.) TO BE 9-25-071 DSM IREVO LOT urour A BUILDING ENVELOPE / \ I CONVEYED TO SOUTH 1 _ -. - _, ORM WATER STORMWATER �`-'--- POND 2\ I VILLAGE COMMUNITIES ND 3 IRREVOCABLE OFFER OF �OL-, I 7ORMWATER % / 20' MAINTENANCE PHASE 20'VADEITKO qn ( $S W _----- _-- 1 0%L DEDICATION - 14 x 200 _ POND 1 EASEMENT TO BE F R.O.W. EXPANSION �0' RECREATION pq --- gI �/ ---- -_�_ 1___ ---__--- PATH EASEMENT TO CITY ---_-__- _-.-_._ i / CONVEYED TO SUBDIVISION - - - -_-- - - --- - - ------------ --- - TOWN OF SHELBU--- 1 __- _ a ��-- _ T 20 WIDE DRAINAGE EASEMENT TO CITY -- -.-_------ � -- - T - - - ----- Naez nt-------------------- �- - nae7it woo. 9- - J - - - - - - - - _ -- --_" pp own= i VMS* E RE TW1( PATH 20' ------- '--------- ------ ® - - �$--- L+le).{9' �� �Tyq� ��pa,gp PLAT ------- ---'------ �R.i zddaoo -- - - NO7•a o1-E - - r zw �--SEY`4XOA w� - - - ---- • _ Ai Ir1 -- NLemNx '----------- LC ---------------` ---------- - - - - ---- • - 1 1-T as --- - V -------- J LY 2004 - - - - - - - OWGpILL 9CME 1 UXA1 1' = 60' S1.3 ( IN FEET J �2 - _ I inch = 60 It 2 O I- - +_t_ 1�- �, I IQ \\ PLANS PREPARED BY: it Of 21+0 L Li 00 _ - ? 1 CIVIL EI'IG URING AS60CIATEb 1„G 23 _ _ 1 60NM EW IT OH in ZZ 1 l i i 1 li 0 7 + - DE J��fpp�{ ONC.[SO-- [SO + 25+00 I I I Ii �I 1 I yl I X 3j t. 11 I _ _� ��' • �--+ ------- _ 5+ 9.1 1 5I KCO cu, o o� / D3M 5' WIDE CONCRETME SIDEWALK ', ,, i � I L.♦ � I I r� "+ate �..� N, APPLICANT: I I SOUTH VILLAGE 1+00 2+00 I ;� 1 I i — 1 z �� — +— ------ - - - _o'Q�I ` __ I ► r ! o irO4J / COMMUNITIES, LLC. + IVJ .�,�, � 1 I I i• �Q 26' WIDE PAVED ROAD 0-0 � 49 Wj PONC. CURB 4' WIDE r -iJ ti- -, - 1 co /;;; �- 20' W P 0 4 I N i F.Nr• x CONC. wID i 26' WIDE PAVED ROAD , ;� �/ COZ UR64 ..J \� SEGMENTAL BLOCK r Qq�- V ' RETAINING WNJ_ � � � - \ a "s 5' WIDE RETE ' i f I �✓ SIDEWALK 1 IC a � � @�� A ,! � I � v � of � / � • vaO.,. �_ - 1 ��• �.� 5' WIDE CONIC. WALK °p ti a I LOCATION MAP \ - 50 • + ` `� .♦ NOT TO SCALE 2 4' WIDE ppp,,,.y �0 n \ _ PROJECT TITLE: 'CLASS' r r ^ S S' 3 - 1 I CONIC. (WALK \ E7LAf1D I / SEGMENTALRETAINING WALL 10 `gee B _ I 4p + SEGMENTAL BLOCK RETAINING WALL � / W/HANDRAIL / I, 16' 'WIDE PAVED ROAD �.. ? j SPEAR STREET AND WITH CONCRETE CURB \ - 1 i ALLEN ROAD \ / 60' WIDE PA PARKING \` ` i _�"+•� Q , ' l I I ' SOUTH BURLINGTON, VT Pq p LOT WITHCONIC�TE CURB LEGEND 5' WIDE CONIC. WAX RE9tip) �\ / I ' /I i'• E- CAP `\ N ''gty 48 \ \ ` ; f �, _ 1 jf WATER SHUT-OFF 4' WIDE CONC. ZvAK I 1' ' HYDRANT 7��� I ¢ 60' WIDE PAVED PARKING \` ! U0T WITH CONCRETE CURB __ _-_-- „�^ '+` I '�` \`` I � � GATE VALVE DUMPSTER ENCLOSURE 4' WIDE CONIC. WNJC \ I / NSTALLOCK RETAING ' I —G— GAS \ ` / LIGHT POLE (TYP•). f / WITH RANG ALONG REC n� �•) 5' WIDE CONIC. WALK I I 4' WIDE. CON)WALK' / —W— WATER —SS— SANITARY SEWER \ ` WIDE PAVED ROAD WITH wITH concREE cuRe -•-ST-•- STORM DRAINAGE SEGMENTAL BLOCK RETAINING' WALL UNDERDRAIN W/HANDRAL — —E — ELECTRICAL N �� Atli - — /A5 / /A. __.. -. -- LOT 50 l i � r i GRAPHIC SCALE `\��\ ♦' //' I; / / ' IMPROVEMENTS PLAN I IN Feet) I = 3° 1 I MAY 2013 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -��� ,� -- -- - .I ry -30' C-25.1 ` 13162 2 L 11- •ilY ���iE� • �. i°�.\ P4 F C B 12 RIM=368.54' jy CB 13 -- _ - RIM=36 4' Irn I INV. I1\1=3 .7'(N) II INV. IN=36 '(W) INV.'=361.6' o Il�n IM=369.17' o I I IN =361 .4' cn GCB #50B' ' 6 10 eg�Q�,�3)O�Q ^ Jes.� RIM_ 358.1 369s 'i�IFM, 6 INV. ,IN=353.4 3665 36y INV. 00T=353.3, CB #50D- - RIM=360.8 CB #50C INV., IN=356.8 % RIM=358'.1 INV. OUT=356.7 -9.6 INV. IN=353.7 $, �686 INV. OUT=353.6 CB #50E 6B #50E ` 367.5 RIM=364.1 RIM=366.7 INV. IN=360.1 INV=362.7 INV. OUT=360.0 \ � I 2*0 ' SLOPE, UTILITY LANDSCAPING EASEMENT EX. POWER POLE (TYP.) I \ i o INV, INV 366 1 CB 1 - tIM=362.92' 1=355.9'(W J=356.2'( OUT=355. C 17 RIM= 3.92' ;_OU - 6.9' BU��IN� C Qq M 68.0 3 NO EARTH DISTURBANCE -/ II I �I �I CB #50F vdITHIN 30' OF Ex: �TYP RIM=366.7 INV.=362.3 CB 50G y, # -� RIM=365.0 INV. IN=361.0 \_ INV. OUT=359.9 CB #50H RIM=361 .2 �.\` ,� INV. IN=357.2 CB',' ` VELCO APPROVAL REQUIRED FOR ANY USES OR CUT OR FILL WITHIN EASEMENT INV. OUT=357.1 RIML358.1 CB#50 ENV.=354.8 RIM4358. E (TYP.) INV. I =354. \` X. POWER POLE TYP. GRAPHIC SCALE Pq ( IN FEET) 1 Inc6 = 20 M \ NO EARTH DISTURBANCE WITHIN 30' OF EX. POLES i Q) (TYP.) I\ II r 0 /^' / PLANS PREPARED BY: c CIVIL ENGINEERING ASSOCIATES. IHC, N IoDVEWlAWSOMMM70KVTOM I°Id6M2Y19 fAN.' 6°tdpfO2l1 ,-0:.Mw.csM.aan ACL. �asGEs° DSM Ou .evaove° cl DSM (o i APPLICANT: ry/ SOUTH VILLAGE COMMUNITIES, LLC. LOCATION NAP: -0 I I 40• r3•./ I PROJECT TITLE: 6 rW) _ aQ SPEAR STREET AND ALLEN ROAD ® / SOUTH BURLINGTON, VT LEGEND � F CAP WATER SHUT-OFF HYDRANT GATE VALVE -G- GAS '' -W- WATER - - - --- -SS- SANITARY SEWER / / FES 2 -•-ST-•- STORM DRAINAGE INV. -•-UD-•- UNDERDRAIN =354.3 / • -E - ELECTRICAL °1T6 C@C6D 118V190X K LOT 50 1 SITE GRADING 6 -f PLAN I MAY, 2013 WNG a-M + 1' - 20' C- 25.2 A 13162 1 K30.3 TRANFyRMER VAULT 2b�', SLOPE, UTILITY LANDSCAPING EASEMENT / 0 I/ Lt� PLANS PREPARED BY: "SS 41 r 4 1 CIVIL ENGINEERING ASSOCIATES 1NG Iowwa ELD V�Im/ wL W SOBIMMMN, Vr ORM 1 1 I AC ACL ceecxeR DSM DSM SMH #22 S I A. 19+01 —�� _ / APPLICANT: RIM= 369,33 I I i SOUTH VILLAGE INV. IN (6"S)=/�60.4 COMMUNITIES, LLC. INV. IN (4"W)= 360.4 �% INV. IN (8"N)))360.4 — L`r" "'� "� INV. OUT 8"F 360.3 0 _ 8) l _--1// I X_565.7 ` A I GRAPHIC SCALE ��.� ���� / vvI �� 0 '0 1III FEET , I inch - 20 //g / SM 1 PROJECT TITLE: RIM _ INV = INV a� I jv V SPEAR STREET AND 1 Z ALLEN ROAD SOUTH BURLINGTON, VT _O LEGEND U E— CAP I 4f WATER SHUT-OFF HYDRANT GATE VALVE —C— GAS -------- —W— WATER --------- —SS— SANITARY SEWER -•-ST-•- STORM DRAINAGE --UD-- UNDERDRAIN EcRRc® ELECTRICAL R„— LOT 50 UTILITY PLAN / MAY, 2013 / 'Rw. Noo.. / IM62 C-25.31 GRAPHIC SCALE I( IN FEET) r /� I I/ ; c cr), 0= � _ \� E. I 44 �q '` I 0 y, --f--- - iL 361.E I 20' SLOPE, UTILITY & LANDSCAPING \ �\ EASEMENT � E J n r 00 \ WAR LEVELS & 200 P AD C= 5O0 R L00 E= Q10 -� OW fl, —ted by DW. 2A31 m 2/6M3 WW9 HI IEiaFv �1 ..gin —IR: �IO:�b�l: 4b'.ni°i nq�ln>♦ITf� \ PLANS PREPARED BY: f CIVIL ENGINEERING ASSOCIATES, INC_ 10MANSFIELOVIEWIANE, SOUTH&PJNGTON, VT OM IOPdM-�V9 F,YL 10f21�Y111 wG w�rw.ce�H.00m ACL crtecEEo DSM APPROVED DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. LOCATION 'AAP: PROJECT TITLE: SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT LEGEND F CAP f WATER SHUT-OFF HYDRANT ® GATE VALVE —G— GAS —W— WATER —SS— SANITARY SEWER -•-ST-•- STORM DRAINAGE --UD-- UNDERDRAIN —E — ELECTRICAL ATE I CHE EED I RErt LOT 50 LIGHTING PLAN DATE DNAINrG NU]ItlEE MAY, 2013 1;A= 20' C-25.4 vna. no. 13162 CONCRETE BASE Eai GE ROADWAN CHw BOLTS TO BE NSTALLIO PERPEEIaGULAR *H— TRW'OIAALI°WMw°R0n BOL30ARM N NNOT1R BIXTNS. P.ARFORINSHED BY POLE MMNEACTUREA LOBDUIT"scwE t`cI Au caNODnonnons WEEP- o. AAL AT ,. - ➢'VfwnNo.EP.e - N0. a IIER1. STEEAND BOON A, SIom PLAN VIEW n01E: SEE CHART AT RIGHT AND MOTE BELOM WART FOR OYTRR ANCHOR eat DR -ON.- HEX nUT--_® L WASHER-��'- f T WASHERS-�'�- ANCHaR BASE�� RAi NE B � LURE aIOP 80.,�.� II ALL ANCHOR BOLTS TO BE STAINLESS STEEL O=OOODi�mcu vommcv mf .mi v m®co In P -11 1PROEM 2' HOTF: E NE BABE. E Pali T FOR Ma.NnNO NDOITS LESS 1N. SO -LT. UY THE ORE MARN (TIPICA) R-ST ANCHOR BOLT GIMEXBONS AS RECOMMENDED BY THE POE AG RE NOtF {N IWFA. IENCTH, NoaR. aNAEIEN An0 BOLT hl O. GROUND L¢vELJL = , -T/A - (nMMw) ANCHOR BASE M" YwN.j9UN0 WfFP HOIE�Ni STAL1/' RE�BLE PLASOC yy PER GRaMO- 4 MwAS (NCH-BREARAWAIT Ci s g UNDO. caN"IT To GROINON IRX 19P. S0U NN EROTNERMIC WFID. I _1_. uRANL. E"GioIT�cmaoE F -NO If— 12" RAGNS (NoTEP eEFERR'D MIN.) Hj SpE, J9-LOS£Rnf. STOl ai (CP°UP09 °HAURONaE R 55//Be'' OROU.&Z-(EIE011iWp°E N 4AD PREAAEO X. 0 Irn. OLTNs00BIT CO TAjV"'RNl-'TZSA) M2. 4 EARS �ATTII'-0" J�QEUMµCE. (T, O ELEVATION SCORE MAR DETAILS A SEGO WAWA N0R5 THERE ARE FOUR BASIC MKS FOR CONCRETE BASES, 2 POST S 6 FEET TO BE USED NON POLE ANCHOR BASE TOP MG,N OO U,NNMAREs WTTN A MOUNTING HOGNT FNp AaEs wTN IESB M �FFENwNlENG1X�TN BASE OR OF 2-1/2 µ0 a LESS THAN 20 MT. A CONCRETE BASE MAR AO FOOT MUNRNC HOwT ANT ARMS UP FEET 1 6 F ET FOR PAS 6 TN 5 THAN NOBS g ') n,"� �A TrvARSORMFA BAY' TH A BAY I. ANN UEN 2-1/2 FEET S B FEET FOR A AO FOOT at GR°EA,ER wM OR NTHOUT TRAnRORVER BASE. �RS ' ,MjP�CN EM HEWN, A ABOW: BAR E ARE NM Mws AIOA S,AL ME INwEAREO IN 9EE W RECOWEXOEO BY THE UCHT PU�L EUMNAIRE MANUFACTURER. 2) ANCHOR B0.T TEMPLATE FURNSHM BY POE MARUFACTUNER. VARIOUS BREAKAWAY OPTIONS PE i\TSHALL SE SPEaEX:O ON PRBIEGT PLANS SN BABE NUT I SAME - PaE SLIP BAY WASXEI Ea w MTV WhAUS, wEREEPER LATE OWASH SPBAR A.EB T SUP BAY . WAS HHEERR SUP BASE BOLT D ANCHOR RIXi i ANwa+ DOLT xu SLIP BASE ASSEMBLY ( BREAKAWAY ) TOP MEw a TRANSFORMER BASE ( RFaOUIENOEO BIEMAwAY FEATURE ) PER ACTURm MPAc Mc wE PATH TEBEALSE -T-OE FORHARCHOLE TRANSFORM BAY TB1N°TOwE - TO I sTRRE MT w°41ERs TARsb LoaN iE`A°w REGIRR G HANDHOIE wa YCTW B-BE, IT SDE NEW TRANSFORMER BASE S) $G�S�'BYXEnT'yE9ECT��E"d�"8a` a� NND ONCRER BASE.RCH POLE BASE INSTALLATION DETAILS NO SCALE CONCRETE BASE AND GENERAL NOTES 1. R__ rINERNEL VITN AA I%°VINCN AAOIESSE°OER<°Tm. L IWVE A 9®TH LEVR LCH B. A'_L RE➢NEERCBN4 STEEL TO CONFORM IU THE REQUIREMENTS FOR "REIXFORCIN4 STEEL." 3 IBC OBiA1NN B CO�NTRAB0.CTDR PRE01�TpSCGTS- W a B TS, AXB WASHERS TO SCORE TOP U CONCRETE RA CATION OF CON➢UITIS). 512E - H ON TI PI Ax 6. ALL EXPOSE➢ METAL HARBVARE SHALL BE 4ALVANIIII OR STAINLESS STEEL, 7. IF OK LECTTRINIIN T�NGS NSUAT HE CON ROTE BASE IS SALVNIISD STEEL, L ANCHOR BOLTS &T�FINISH HAND HOLE w/COVER R THE IN AO JSSFOR RII.S➢ NE A T R 'F�'T',N�"EE �1ciELECTMICAL ..GUIT TEMPLATE BY LIGH POLE SUPPLIER B SEE pSTTEANGANG SHEET E-173 FOR PULL ESEE RETAIL. IQ PY,�E< S ANG REET wK """ HAS BEEN A�ROVE➢ FOR�U pE ON L Atl°RENIIwNTA>3E USED RSESS A SPECIFIC IS STRTEDEON tXE N.,xNS. V FEA BOLT OR CADWELD GROUND WIREI TO POLE FINISH GRADE GRADE STAINLESS STEEL BREAKAWAY SUPPORT COUPLINGS POE mHER MIT Oa( _EA C= RAT WASHER (TOP Of BAY) O RAT NA9NEA (Tw OF Ca1PUNO) ANwDN 1.. BASE ® T RE ADFn ®p sTw couvunc 1" OFOP A. iNREAOED owLR TwD PIECE S IRTNc F- aL ico° STANDAPD FOR EAs, ANO solos STANlE55 STEEL. SHALLUBF STAxLES9 SRII. THIS SHEET OTHER ST➢S. E- , L-IBOR, L-IBE NOT TO SCAL REWIRED 3/4- CONDUIT FOR-,,T° I L_3 Z #6 BARE COPPER GROUND WARE 1�.—j. SCH 80 PVC FROM �I (4) /5 VERTICAL I I t^— POLE TO POLE w/ SEPARATE GROUND Tn 3/4" X 10. COPPER I I WIRE WELD GROUND ROD T' 1� GALVANIZED STEEL TO BOND TO CONDUIT, PVC CONDUIT CONNECTOR BASE & POLE p3 TIES O 12- O.C. POLE LIGHT DETAIL (BEHIND CURB) N.T.S. PLANS PREPARED BY: C CIVIL ENGINEERING ASSOCIATE& INC, 10W,WSfELD IIEWLAW SOM&RUNOTON, VT 05MD eDbBM232S PAX e02UBH " MwD: xTMF.INTk_ BNAIN ACL caBc�D DSM APPROY® DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. LOCATION MAP: 1. NO POLE SHALL BE INSTALLED W7IHOUT A LUMINAIRE ALREADY ATTACHED. 2. ANCHOR BASE AND ANCHOR BOLT DIMENSIONS ARE SHOWN ON MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. ALL LIGHT POLES WHICH ARE PROVIDED WITH A BREAKAWAY FEATURE SHALL CONFORM TO THE REQUIREMENTS OF THE AASHTO 1985 STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS, SECTION 7 AND PROJECT TITLE: SUBSEQUENT REVISIONS, 4. LUMINAIRES SHALL MEET THE REQUIREMENTS AS SHOWN ON THE PLANS AND SPECIFICATIONS. SOUTH VILLAGE 5. ALL ELECTRICAL MATERIAL AND ELECTRICAL WORK SHALL BE SUBJECT TO INSPECTION S M N R B E M T R I II DIP v N E m R R E AND APPROVAL BY THE AREA ELECTRICAL INSPECTOR AND/OR THE POWER COMPANY WTH JURISDICTION IN THE PROJECT AREA. B WORK MUSTMEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, AS WELLAS LOCALAND STATE CODES. SPEAR STREET AND 7. EACH STREET LIGHT POLES SHALL HAVE A METAL IDENTIFICATION TAG ALLEN ROAD TO THETAGS SUBSIDIARY TO OTHER LSTREET ttLIGH71NGRITEMS. WILL BE SOUTH BURLINGTON, VT 8. ANCHOR BOLTS WLL BE ACCEPTABLE WITH EITHER ROLLED OR CUT -IN THREADS WITH LEGEND MINOR VARIATIONS FROM THE SPECIFIED DIAMETER. 9. ALL WELDS SHALL BE AT LEAST AS STRONG AS THE MATERIAL BEING WELDED. 10. PLANS SPECIFY POLES FOR ORNAMENTAL LIGHTING IN SEVERAL LENGTHS. E-- CAP STYLES AND LENGTHS, PLANS SHALL SPECIFY. 11. COORDINATE EXACT LOCATION OF POLE LIGHTS WITH LANDSCAPE PLANS. id, WATER SHUT—OFF 12. COORDINATE TRANSFORMER/BREAKAWAY BASES WITH POLE MANUFACTURER. 13. ALL LUMINAIRES AT ROADWAY REQUIRE BREAKAWAY TRANSFORMER BASE OR BREAKAWAY BASE. LUMINAIRES y p HYDRANT NOT ON ROADWAY REQUIRE ONLY STANDARD BASE.. ® GATE VALVF —G— GAS —W— WATER —SS— SANITARY SEWER ANCHOR BOLTS & _'-ST-'- STORM DRAINAGE TEMPLATE BY LIGHT POLE SUPPLIER UNDERDRAIN INSTALL EXISTING —E — ELECTRICAL BOLT OR CADWELD POLE AND LAMP GROUND WIRE LATEcFTSCTUO RI?VlsloN TO POLE PAVEMENT FINISH GRADE 3'-1SURFACE LOT 50 H 80 PVC FROM o 3/4' CONDUIT FOR I .I sc—VGALVANIZED 06 BARE COPPER �--T,POLE TO POLE w/ GROUND WIRE 1_—J_SEPARATE GROUND LIGHTING (4) {/5 VERTICAL I I WIRE —DETAILS STEEL TO 3/4' z 10' COPPER WELD GROUND ROD 24• PVC CONDUIT CONNECTOR ➢Are DRATTwc BOm➢R BOND TO CONDUIT, #3 TIES O 12- O.C. BASE & POLE MAY, 2013 POLE LIGHT BASE DETAIL RLA - 20' C-25.5 N.T.S. 13162 SECTION 02150 - EROSION CONTROL PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. The work under this section include. but is not limited to providing all labor, equipment and materials far the Installation of all required site related woslon control measures. If not otherwise directed an the plans, erosion control shall be in strict conformity rav with the latest islon of the 'Vermont Standards and and Speelflcatione fa Erosion Prevention and Sediment Control'. B. Related se ated ctions: 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 I. prohibited. All discharged water from dowatering apw.tlons shell dImhorge Into o temporary sedimentation basin. B. Contractor shall Install all erosion central measures as depicted an plans and details or as recommended by the Vermont Agency of Natural Resources, or Soil Conservation Service, prior to any construction. Contractor shall also It e responsible far Inspecting and maintaining all erosion central measures until project is completed. C. Contractor shall also limit the soil disturbance and seeding application dates to between April 18 and September 15. If cog disturbance occurs later than September 15th and prim to April 18, winter erosion control measures will be necessary. Contractor shall consult with the Engineer far additional site specific winter aoslon control measures. D. All stockpile material (topsoil, borrow, etc.) will haw a ant fence constructed around the perimeter. Seed and mulch stockpiled material as soon as possible to prevent soil erosion and sedimentation off site. Loaate stockpile. on the uphill aide of the disturbed areas, If poselble. During windy conditions, stockpiled material shall be covered or watered appropriately to prevent wind areal-. E. Slopes greater than 1:3 shall have erosion control netting Installed to stabilize the slope and reduce the erosion potential. install netting over mulched slopes so that all parts are in c-tract with the soil and mulch. Pin netting with wire staples 3' o.c. to meure full bonding with soil surface. F. Control dust through the application of calcium chloride or water. An average application of one pound of calcium chloride per square yard of exposed area should be considered fa men treatment. The exact number of applications and amount of dust controller shall be based upon field and weather conditions. It shall be spread In such manner and by such devices that uniform distribution le attain ad over the entire area on which it Is ordered placed. G. Install stone check dame In gross -lined awoles 50 feet an center to prevent a from washing Into the drainage system during -.cticn. Check dame shall be removed once vegetatlon Ia established. PART 2 - PRODUCTS 2.01 EROSION CONTROL NETTING A. Jute netting shall consist of undyed and unbleached yam woven Into a uniform open plain weave mesh. 2.02 FILTER FABRIC A. When filter fabric is required, it shall conform to the requirements of Mirafl 500x or approved egiwlent. 2.03 CALCIUM CHLORIDE A Calclum chloride shall conform to the requirements of AASHTO M 144. Either regular flake calcium chloride, Type 1 or concentrated flake, pellet or other granular calcium chloride, Type 2, may be used. 2.04 WATER A. All water used shall be clean and free of harmful amounts of oil, salt, acid.. dkoliee, sugar, Organic matter and other substance. Injurlous to the finished product, plant life or the establishment of vegetation. 2.05 EROSION CONTROL MATTING A. Where required an the plans or where directed by the Engineer, erosion control blankets (matting) shall be North American Green C125 for .wales, and SC150 for elope stabilization, or approved equal. Type A Stabilization HrA'cuIlydly A-Iled Mulch E-Asgl. or approved squat Application Rate 4.000 lam par aw Compoaklan - Raflned woad. (90% by weight) Blended hydrecolldd-based binder (10% by weight) water Holding Capachy - 10 tines own might Surface Coverage Thickness - I/B' to 1/4' North Green DS-75 Fully degradable - nor -woven Fully blo-degrade pans (may require multiple Inetallotione) OR Type B Stabilization Bwin u,I wily ,Lolled M Ian E-Asg1. or approved .qud Appliealin Rate 3,500 Ibe pan sae Camp.Wtion - Refined wood fiber (gall by might) Mended hydr-dldd-based bind. (10% by .elght) Wort. Holding Capachy - 10 timss own might Sarfxe Coverage Thickness - 1/6' to 1/4' North American Glen DS-75 Fully degradable - non -woven Fully blo-degrable pine (may requlrs multiple Installations) OR Type C Stabilization HvErsullpoly Ape l�uleh E-Aegl. or approved quol Appllcallan Rats 3.000 We par mere Camp.Wtl- - Refined wood fiber (90% by selght) Maness hydrocallold-based bind r (10% by salgrt) Water Holding Capacity - 10 times own wnlght Surface Coverage Thickness - 1/8' to 1/4' MgUlNorth American Green DS-75 Fully degradable - nn-woven OR Fully blo-degmWe pine (may Mulm multiple installations) Type D Stabilization Hydoullcally Applied Mulch Application Rate 1,500 Ibe per sae Compodtln - Standard wood fiber Blended hydrocollold-beeed blander Surface Coverage Thickness - 1/6' to 1/4' MatUm, North American Grown DS-75 Fully degradable - nn-worn Fully bkh-degrable pins In (may require multiple Installations) PART 3 - EXECUTION 3.01 CHECK DAM AND INLET PROTECTION A. Hay boles shall not be used to construct check dame or as a means of Inlet protection. B. Check dams Mall be Installed In accordance with the project details, and Inspected weekly and following any rain or melt avant producing measurable runoff. C. Catch basins within and adjacent to construction areas shall be protected In accordance with the details depicted on detail sheet. Inlet protection Mall be Inspected weely, and following any rain or melt event producing measurable runoff. 3.02 SILT FENCES A. The silt fences shall be constructed In accordance with the construction detail. The fence Mall gwwolly be placed 10 fast from the toe of the slope or as holm on the plane. Th. ands of the fence Mall be placed uphill to forth a hom.6hoe Mope to trap all runoff. B. The silt fences shall be Inspected periodically to damage or build-up of sediments. All damaged fecces shall be repaired a replaced. Sediment deposits shall be removed from the fence as they build up and be placed In an arm where there to no danger of further erosion. 3.03 EROSION MATTING A. Emolan matting Moll be placed an 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 Speclflcotlere Smtlors 854 and 755.07. 3.04 RESTORATION A. As new an construction is completed In a given arm, it shall be topeaged, needed, fertilized and mulched as specified In Section 02936 - Permanent Seeding. 3.05 STABILIZED ROAD ENTRANCE A. A stabilized pad of crushed stone located at any point where traffic will be entering or leaving the construction site to or from a public right-of-way Or street or as shown on the drawings shall be constructed far the purpose of preventing the tracking of sediment onto public rights -of -way. B. Design Criteria: 1. Use 1.5 to 2.5 Inch stone. 2. Use 8 Inch layer of atone. 3. Stan* pad shall be full width of entrance. 4. Minimum length shall be 50 feet. 3.06 GRASS -LINED DITCHES A. All ditches that are not stone -lined shall be topsolled, seeded, fertilized and mulched. Any area which shows signs of eroalon Moll be rea.mm immediately and maintained until permanent vegetation Is established. 3.07 MAINTENANCE A. NI erosion central measures shall be Inspected daily and repaired and/or replaced as needed. B. All erosion control measures shall be Inspected after periods of heavy rain. C. The stabilized road entrance shall be top dressed with additional stone should the existing stone become dogged with sediment. D. Hoy or straw mulch Is subject to wind action. Mulch may require anchoring as the weather conditions warrant. END OF SECTION 02150 PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Furnishing all labor, materials, and equipment to complete all seeding work as shown on the drawings and .pacified herein. 2. Except where otharwise shown or specified, the Contractor .hall need all area. where new contours are shown on the drawings and all areas where existin5( ground cover has been disturbed by the Contractors operations. B. All work and material. of this Section shall conform to the applicable requirements of the VAOT Standard Specification., Division 1900. 1.02 SUBMITTALS A. Provide the following for approval prim to delivery to the Mt.: 1. Supplier's Certificate of Compliance attesting that lime, fertilizer and and meet the requirements .pacified. 2. The Contractor shall provide representative topsoil samples for testing and approval, deliver samples to a public extension service agency testing laboratory, haw testing report sent directly to the Landscape Architect and pay all coats. Testing shall report an 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 dane between April 1 and June 1, between August 15 and October 15. a as permitted. Seeding shall not be done during windy weather or when the ground Is frozen, excessively wet, or otherwise untillobla. If ...ding is done during July or August, additional mulch material may be required by the Engineer. PART 2 - PRODUCTS 2.01 LIME A. Lima shall be standard, ground dolomite limestone, agricultural grade, containing a minimum of 95% of calcium and magnesium curb-atea. 100% shall pass the 10 mesh slew: minimum 90% shall pass the 20 mesh slew; minimum 40% shall pas. the 100 mean slew. 2.02 FERTILIZER A. Fertilizer shall be commercial grade granular fertilizer as required for soil conditin. a. specified In Section 643 of the VAOT Standard Specifications. The fertilizer shall be delivered to the project In new, clean, sealed containers which bear a label fully describing the contents, the chemical analysis of each nutrient, the fertilizer grade, the net bulk, the brand and the name and address of the manufacturer. The fertilizer and label. shall conform to all existing State and Federal regulations, and hall meet the standards of the Association of Official Agricultural Chemists. 2.03 GRASS SEED A Provide fresh, clan, new -crap need of the grass species, proportions and minimum percentages of purity, germination and maximum percentage of weed seed a. follows: 1. Park seed shall normally be used an loam areas along roadway shoulders and lawn areas. This seed mixture Mall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lb./Acre Creeping Red Fescue 96% 55% 40 Perennial Ryegrom 98% Bo% 50 Kentucky Bluegrass 97% 85% 25 Redtop 95% 80% 5 TOTAL - 120 2. Slope mead shall normally be used far all dope work usually 3:1 or steeper and shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbs/Axe Creeping Red Fescue 96% 85% 35 Perennial Ryegmsa 98% 90% 30 Redtop 95% 80% 5 Alalke Clover 97% 90% 5 Birdefoot Trefoil 98% 80% 5 TOTAL. m 80 B. The seed mixture shall be delivered in new, clean, sealed containers. Labels and contents shall conform to all State and Federal regulations. Sand shall be subject to the testing provisions of the A.-clatin of Official Seed Analysts. C. Seed that has became wall, moldy, Or otherwise damaged will be rejected. SECTION 029M - PERMANENT SEEDINO 2.04 MULCH A. Mulch must be Installed an all seeded areas. The following mulches ore acceptable far use. 1. Hay mulch free of weeds and coarse matter at a rote of 90 pounds par 1.000 square feet. 2. Wood fber applied in a slurry (1/6' a longer) at a rate of 40 pounds per 1.000 square feet. 2.05 WATER A. All water used shall be obtained from fresh water sources and shall be free from Injurious chemical and other toxic substances harmful to plant life. No water which Is brackish will be permitted at any time. The Contractor shall Identify to the Engineer all sources of water at least two weeks Prix to use. The Engineer, at his discretion, may take samples of the water at the source a from the tank at any time and have a laboratory teat the sample. far chemical and .aline content. The Contractor shall not use any water from any source which Is disapproved by the Engineer following such tests. PART 3 - EXECUTION 3.01 PREPARATION A. Examine finish surfaces and grade.. Do not start seeding work until un-tlefoctory conditions are corrected. Perform seeding work Only after planting and other work affecting ground surface has been completed. B. Notify Landscape Architect of least sewn (7) working days prior to starting seeding. C. Prepare areas Immediately prior to seeding as follows. 1. Loosen soil of seed areas to a minimum depth of 4'. 2. Remove atones over 1' In any diameter and sticks, roots, rubbish and extraneous matter. 3. Remove exleting weeds and grasses by pulling or tilling under. 4. Grade areas to be seeded to a smooth, free draining even surface with a loose, moderately comes texture. 5. Remove ridges and fill depressions as required to drain. 6. Restore prepared areas if eroded or disturbed prior to seeding. 3.02 SEEDING CONDITIONS A. Seeding shall not be done when the ground Is frozen, snow covered, muddy, m In any other unsatisfactory condition far planting. No seeding operations shall be conducted under adverse weather conditions a when soil moisture condition. are unfavorable (too wet or too dry) or whw winds exceed 5 MPH. B. Construction method. shall be those established as agranomically 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. More such compoctlon hoe occurred, the Contractor shall rework the sell to make a suitable mead bed; than meem and mulch much areas with the full amounts of the specified materials, at no extra expense to the Owner. C. Surface and seepage water should be drained or diverted from the site to prevent drowning or winter killing of the plant.. D. All areas and ports of area. which fall to show a uniform stand of gross far any rmson whatsoever Mall be reseeded, and such areas and parts of areas shall be seeded repeatedly until all area. are covered with a satisfactory growth of grass. E. Watering is considered a necessary element for establishment and survival. F. Where ryegmes hoe been planted for temporary erosion control and has not been eliminated prior to the completion of the work, much areas shall be dieted at least 3 Inches deep and seeded to permanent grosses to prevent the ryegross 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 mil. Kinds and amounts of lime and fertilizer should be based on an evaluation of sell tests. When a soil test is not available, the following minimum amounts should be applied: Agricultural limestone, 2 two per acre or 100 lbs. per 1,000 square feet. Nitrogen (N), 50 be. per acre or 1.1 lbs. par 1,000 square fast. Phosphate (P205), 100 Ibe par axe or 2.2 Iba. per 1,000 square feet. Potash (K20), 1GO lbs. per core or 2.2 lbs. par 1,ODO square fast. (Note: This Is the equivalent of 500 lbs. per sae of TO- 20-20 fertilizer or 1,0DO tbs. par acre 5-10-10). B. Seed should be spread uniformly by the method most appropriate far the site. Methods Include broadcasting and hydroseeding as follows: 1. Broadcasting: Sow need using mechanical spreader at a rate of 4 lbs./1,000 square fast. Distribute seed evenly over entire area by sewing equal quantity In tow directions at right angles to each other. Rake seed lightly Into top 1/8' of topsoil, roll lightly and water with a fine spray. 2. Hydroseeding: Mix specified seed, fertilize and pulverize mulch in water, using equipment specifically designed far hydrossed application. Continue mixing until uniformly blended Into homogenous slurry suitable fa hydraulic application. Apply slurry uniformly to all areas to be seeded. Rate of applicatlm as required to obtain specified seed sowing rate. 3.03 MULCHING A. Mulch material. $hall be spread uniformly by hand or machine at a rote of two 50 lb. bole. par 1.000 square feet. B. Organic Mulch Anchoring - Straw or hay mulch must be anchored Immediately after spreading to prevent wind blowing. 3.04 MAINTENANCE A. The maintenance period shall begin immediately after seeding and shall continue until acceptance. B. All mulches must be Inspected periodically, in particular after rainstorms, to check for rill erosion. Mare erosion I. 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 graesee are firmly established. Grasses shall not be considered established until a ground cover is achieved which Is mature enough to control sell eroslon and to survive severe weather conditions. More mulch Is used In conjunction with ornamental plantings. Inspect periodically throughout the year to determine If mulch Is maintaining coverage of the soil surface; repair as needed. C. Seeding areas .hall be protected and maintained by watering, reseeding, mowing, weeding, rolling, insect or allows. control measures, re -fertilizing and repair of washouts which are necessary. C. The Contractor Mall maintain all seeded area. until full vegetation In established. 0. All seeded areas shall be kept free from weeds and debris, such as at -es, cables, baling wire, and all slopes 4.1 or lee. (flatter) and level turf shall be mowed in the following manner. 1. When gram 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 3eming gross areas (mowed and unmowed) Mall receive a uniform applicatin of slow release fertilizer hydraulically placed at the rate of 10 pounds par 100 square fast. 3.05 ACCEPTANCE A. Inspection to determine acceptance of seeded areas will be made by the Landscape Architect, upon Contractor's written request 1. Provide notlflcatlon at least ten (10) working days before requested Inspection date. B. Seeded areas will be acceptable provided all Installation and maintenance requiremante have bees complied with and a healthy uniform lawn Is established. C. Upon acceptance, the Owner will assume maintenance. 3.06 WARRANTY A. All seeded arms will be warranted for a period of twelve m-the from date of Owner's acceptance. Should any seeded areas fall to maintain full vegetation, failed made will t refurbished until this specification Is achieved at the cost of the Contractor. END OF SECTION 02936 PLANS PREPARED BY: C CIVIL ENGINEERING ASSOCIATES. INC. 10MMISFIELOVIFIll SOUTH BURLINGTON, VT05NO3 N(v19eet]2t FAx BOYd$J-t]rt xW: www.tesKrnm Druwy ACL Imcxm DSM ePPROyED DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT TITLE: SOUTH VILLAGE S u , k R u r I i n x, V e r __. SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT cnucxea Ra 11- EROSION CONTROL SPECIFICATIONS ail. me 11- MAY, 2013 AI£ AS SHOWN C-25 7 .'Rain \u 13162 lncarrect - Do Not layout perimeter Correct - Install ✓-hooks control' silt fences along property lines. All sediment laden runoff will concentrate and overwhelm the system. NOTE. Silt fence shot/ not be placed in areas of concentrated f/a— O/screet segments of silt fence, instal/ad with J-hooks or •smi/es' will be much more effective. SILT FENCE PLACEMENT FOR PERIMETER CONTROL N.T.S. MINIMUM 1"B ROCK PLACED AROUND AND PLACE FILTER FABRIIC TO THE TOP OF BETWEEN INLET GRATE CONCRETE BLOCKS AND FRAME CONCRETE BLOCKS PLACED AROUND CATCH BASIN ODOOO❑ oDDODo O 0 ❑ O O ❑ WIRE SCREEN 0 0❑ o 0 o W� 0.5" OPENINGS O D 0 0 0 0 PLACED AROUND ❑00000 CONCRETE BLOCKS Uw_l►I CONCRETE BLOCKS STACKED 1 OR 2 LAYERS HIGH PLACED ROUND CATCH BASIN MINIMUM 1"e ROCK RE SCREEN PLACED AROUND AND 0.5" OPENINGS TO THE TOP OF PL ED AROUND CONCRETE BLOCKS - CON ETE BLOCKS I GROUND CROSS-SECTION CATCH BASIN INLET PROTECTION (WITH CONC. BLOCKS) N.T.S. CATCH BASIN IN 2' SUMP 6'N 6'14.5 GA. WIRE MESH 30' HIGH AND BURIED 6' BELOW GRADE, HOOKED TO STEEL STAKES (WIRE MESH CAN BE ELIMINATED FOR FENCE 24" OR LOWER) FILTER FABRIC CUPPED OR ]OcKnup PARED TO MESH, TO BE MIRAFI 100NS OR APPROVED EQUAL —FLOW FENCE HDtlIT 24' 30'24' MIN .POST'SPAONG METALPOST 1d 10'24' R FABRIC TO BE CUPPED, AND TAMPED 8" W GRADE EL OR WOOD STAKES SEE CHART AT RIGHT 1. INSTALL SILL FENCES AT TOES OF UNPROTECTED SLOPES AND AS PARALLEL TO CONTWNS AS POS9WE OURW THE ENDS OF THE FENCE UP INTO THE SLOPE REMOVE SEDIMENT WHEN ACCUMI_ATED TO HALF THE HEIdTT OF THE FEN Q CONTRACTat SHAM INSTALL SELT FENCES AT TIE TOE OF ALL nu.ED OR UNPROTECTED SLOPES MAIM DURING Cw51RUCROI, NOT NECESSMLY REFLECTED ON THE RNAL PLANS MT FENCES ARE TO BE MAINTAINED UNTIL SLOPES ARE STMKU D. 2 WOVEN WRE FENCE TO SE FASTENED SECURELY TO POSTS MITI WRE TO OR STAPLES, 3 FILTER CLOTH TO BE FASTENED SEOIRELY TO M01FLI SIRE FENCE WTN TIES S 003 EERY 24' AT TOP, WD SECDON, AND 90TTOM. 4. WHEN TYIO SECA S OF FILTER CLOTH ADJOIN Ella OTHER, THEY SNAL BE DKRLAPPED BY 6, FOIDED AND STAPLED. 5 SILT FENCE SNAIL NOT BE PULED N AREAS OF CONCENTRATED FLOM SILT FENCE DETAIL N.T.S. EXISTING GROUND — T ERCSION CONTROL A.N.MIN DITCHES w/PROFILE GRADES TOPSOIL - '..I ° EXCEEDING SX STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS UNED DITCH N.T.S. 'Mdz FOR UNVEGETATFD SLOPES USE DOZER TREADS TO CREATE GROOVES PERPENDICULAR TO SLOPE DIRECTION TO MINIMIZE RUN—OFF VELCOTIES SLOPE TRACKING / SURFACE ROUGHENING N.T.S. D 50 DOWNSTREAM R.OWUNE SLOPE OF STRUCTURE OF ROCK 0.35 0.30 0.25 0.20 0.15 0.10 (MM) MAXIMUM WATER DEPTH OVER ROCK. (mm) 75 15 18 20 25 33 48 150. __. 30 36 41 _.. 50 66 _100 END POINTS 'A' MUST BE HIGHEII R35mORATTER THN THE FLOW UNE PONT'B' ouNE saPEw 75mm (3 M.) MIN. f cwR3E RaaE A ( 0_ eD�m B III_ MINIMUM DEPTH OF COURSE r= k (i TS— TO 4— ROOK PLACED IN CNANNEL (0.5 TO 1.S R.) ROW UNE IS 15— (0.5 k.) DIFFERENCE ROCN SET IN tOcm (4 In. MININUN) 1TEN0T �L V� Froff WON FLOW PLACE DOM TREAM STRUCTURE SUCH THAT POINT 'B' IS APPROAMAMI_Y LEVEL WTH THE LOWEST GROUND ELEVATION OF THE UPSTREAM STRUCTURE STONE CHECK DAM STRUCTURE N.T.S. 50' NOW PLANS PREPARED BY: C _ o CIVIL ENGINEERING ASSOCIATES. INC. i I 10 AMFIED WEW LANE, SOUTH BURLINGTON, IT 05/03 Z Tn V F N BOYA64-1J13 FAX Be1d6o1P]f vaG: wvw.cae.N.com L2' CRUSHED STONE `* DRATm ACL NOTE: PROVIDE APPROPRIATE TRANSITION BETWEEN ;w STABILIZED CONSTRUCTION ENTRANCE AND = CHeCEEn PUBUC R.O.W.. DSM PLAN APPR DSM APPLICANT: 9 _ 15' MIN. m CRUSHED STONE SOUTH VILLAGE COMMUNITIES, LLC. E)pSTING GRADE —3" TO 4" CLEAN TRAP ROCK t A A 5'-0' MIN. ,'Irllll ll1',rlHl(I!I Illllhtll' _�. HAY BALE (TIP.) 2 2 X 3 STAKES NOTE: ALL DEWATERING DISCHARGES SMALL BE THROUGH SEDIMENT CONTROL TRAPS CONTRACTOR SHALL MAINTAIN AND CLEAN TRAPS AS REQUIRED. PLAN PUMP DISCHARGE HOSE p�(IpI Ihll 9 d�l ) I �II i I i1Hi1 �3 DISCHARGE SECTION A —A SEDIMENT CONTROL TRAP DETAIL N.T.S. CROSS—SECTION STABIUZED CONSTRUCTION ENTRANCE — N.T.S. PROJECT TITLE: SOUTH VILLAGEI S u , N B. t I 1 n E L V c r I SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT TEMPORARY SEEDING & MULCH OR NETTING EROSION CONTROL SILT FENCE _ INSTALLED ON SIDE ADIENT SIDE DETAILS TEMPORARY STOCKPILE DETAIL N.T.S. HATE DNATNNG nUNBBR MAY, 2013 SCALE AS SHOWN C-25"8 PROW. NO, 13162 TOPSOIL, RAKE UNPAVED. PAVED SEED & MULCHA „'•;•y. - NOTES: 1. Compaction of Oockftll and bedding shall be a T cF;jicaor aoao� minim of BOX (95X under oadway aurtacea) of maximum dry densitdetermined in the D APPROVED BACKFlLL standard proctor teat UTM 0696). THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen £ a IN 8" LIFTS subgrade. RIGID INSULATION AS 3. Approved backfill shall not contain yy etanea j REQUIRED. USE 1' OF more than 12" In largest dimenalon (6' in INSULATION FOR EVERY roadways, 2" maximum diameter within 2' of j FOOT DEPTH OF PIPING the outside of the pipe), or contain any frozen, 0+2' IS LESS THAN 6'-0' wet, or organic material. D NEW WATER LINE WITH 4. Trenches shall be completely dewalered prior to POLYETHYLENE ENCASEMENT bedding 6• (HIGH DENSITY CROSS LAMINATED VIRGIN rng stllationsoifl pipe and backfill. backfill. dewatered during POLYETHYLENE 4 MILL FILM) 5. In trenches with unstable material$, trench I COMPACTED bottom shall first be stabilized byy placement of _ .--THOROUGHLY SAND BEDDING Otter fabric then crushed stone (3/4' maximum). 6. The aides of trenches 4' or more in depth entered \ UNDISTURBED SOIL OR ROCK by personnel shall be shested or eloped to the angle of repose as defined by O.S.H.A. standards. TYPICAL WATER TRENCH DETAIL WATER SEWER MINIMU BETWEI WATER SEWER NOTES: 1. AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE. 2. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 3. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 18" SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS. 4. WATER MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST 10' HORIZONTAL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE, WATER/SEWER CROSSING DETAIL N.T.S. BITUMINOUS CONCRETE PAVEMENT 12" MAX. PRECAST CONCRETE 4` 4" W/MONOLITHIC BASE 0 18" SUMP LEBARON LF248 24" x 24" C.I. GRATE w/4 FLANGED FRAME (OR APPROVED EQUAL) SET FRAME ON FULL MORTAR BED ADJUST TO GRADE WITH PRECAST CONIC. RISERS WATERTIGHT JOINT USING 1" MIN. WIDTH FLEXIBLE GASKET (SEAL EXTERIOR JOINTS AND LIFT HOLES W/NON SHRINK GROUT) SEAL w/HYDRAULIC CEMENT MORTAR, OR CAST -IN -PLACE FLEXIBLE MH SLEEVES MIN. CRUSHED GRAVEL )I°PRECAST MANHOLE STRUCTURES SHALL CONFORM TO ASTM SPEC. C478 (LATEST EDITION). TYPICAL CATCH BASIN N.T.S. TOPSOIL, SEED & PAVED a d NOTES: i. Compaction of backfill and bedding shall be a or 4acoco" c minimum of 90R (95% under roadway surfaces) �j4ocu of maximum dry densitdetermined in the standard proctor test UTM D698). APPROVED BACKFlLL THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen IN 6" LIFTS subgrade. APPROVED GRANULAR FILL 3. Approved backfill shall not contain anyy stones more than 12" in largest dimension (6" in THOROUGHLY COMPACTED roadways, 2" maximum diameter within 2' of IN e' LIFTS the outside of the pipe), or contain any frozen, wet, or organic material. PVC SEWER PIPE 4. Trenches shall be completely dewatered prior to placing of pipe bedding material and kept dewatered during installation of pipe and backfill. THOROUGHLY COMPACTED 5. In trenches with unstable materials, trench BEDDING MATERIAL bottom shall first be stabilized byy placement of (3/4" CRUSHED STONE) Otter fabric then crushed atone (3/4" maximum). 6. The sides of trenches 4' or more in depth entered UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H.A. standards. 7. Bedding material shall consist of crushed stone, TYPICAL SEWER TRENCH DETAIL grave or sand with a maximum size of 3/4'. Submit a sample to the Engineer for approval. CURB CUT DETAIL N.T.S. • ALL CURB WORK TO BE CONCRETE TOPSOIL, RAKE, UNPAVED. FF.VED SEED & MULCH cJ° 1. Compaction of backfill and bedding sholl be a a Z , V ciljG minimum of 90S (95E under roadway aurface9) Y of maximum dry density determined In the a3 _ standard proctor test (ASTM D698). Y APPROVED BACKFlLL u _ THOROUGHLY COMPACTED IN 6" LIFTS 2. Bedding material shall net be placed on frozen subgrade. o rn D 2' APPROVED GRANULAR FlLL 3. Approved backfill shall not contain any 9tan89 more than 12" In largest dimension (6" In n < THOROUGHLY COMPACTED roadways, 2' maximum diameter within 2' of IN 6" UFTS the outside of the pipe), or contain any frozen, wet, or organic material. HOPE STORM DRAIN PIPE 4. Trenches shall be completely dewalered prior to 12" placing of pipe bedding material and kept dewatered during Installation of pipe and backfill. THOROUGHLY COMPACTED 5. In trenches with unstable materials, trench bottom shall first be stabilized byy placement - - BEDDING MATERIAL m filler fabric then crushed stone (IA maxmum). 6` r 6. The sides of trenches 4' or more in depth entered ��- UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or eloped to the angle of repose as defined by O.S.H.A. standards. 7. Bedding material shall con.let of crushed atone, TRENCH DETAIL grovel or sand with a maximum size of h TYPICAL STORM pr3/4".! Submit a sample the Engineer for approval. N.T.S. , SECTION RIVES 3 1 6, A TYPE II STONE a - FILL (1'-0' MIN. o / THICKNESS) CULVERT / END SECTION A STABILIZATION FABRIC CONTINUE STONE MIRAFI 50OX OR FILL IF REQUIRED APPROVED EQUAL EXISTING GROUND _ _----- --- -"� 12' - EROSION CONTROL MATTING IN DITCHES w/PROFILE GRADES TOPSOIL - _ EXCEEDING 5K STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS LINED DITCH N.T.S. so) a°D°O o °o oo° a ADAPTORS CAN BE .I MOUNTED ON ANY ANGLE 0• TO 359' CAST IRON H-20 RATED GRATE QUALITY, MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 303 END SECTION DETAIL N.T.S. SIDEWALK WIDTH AS SHOWN ON PLANS 5' CONCRETE SIDEWALK c � F 6"oa ^aI GRAVEL SUBBASE �6• LUNDISTURBED cSOIL OR APPROVED 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 SIDEWALK DETAIL N.T.S. 20 RATED PVC BODYI - \��\\//�\ rc j SLAHDRE9UIRE0 DITIONAL CONCRETE INLET AND OUTLET - __-- - -'- - ADAPTORS AVAILABLE 4' THRU Ia. VARIOUS TYPES OF ° I i OUTLETS WITH • VATERTIGHT A➢APT13RS - °' '.. w(2) MAXFMUM B1 FORT ..,, •'° ' RECOMMENDED _ - _ SDR-35 SEVER ° •' OVERALL HEIGHT 10' - - - A-2000 CORRUGATED PVC ULTRA -RIB PVC •', .. ' - CORRUGATED POLYETHYLENE " 6' MIN. HALKFLLL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 0R 2 AS SPECIFIED IN ASTM - 4"%6" P.T. pp BACKFlLL MATERIAL SHALL BE 1pw YARD CATCH BASIN POST PLACED UNIFORMLY IN 12' PLAN LIFTS AND COMPACTED NTS 6HIGH SCREEN - GATE (BOARD OR GROUND LINE (SLOPE AWAY FROM BUILD.) GRANULAR BACKFlLL ' (TYP.) V SDR 35 PERF. PVC 3/4" WASHED TO WRAPPED W/ DRAINAGE FlN. SLAB EL. FABRIC. COORDINATE (SEE PLAN) DRAINAGE W/ ARCH. STRUCTURAL DETAIL TOP OF FIG. ° ELEV. (SEE PLAN) FOUNDATION DRAIN DETAIL NIS 3 1/2" BITUMINOUS CONCRETE PAVEM 1 1/4" TYPE IV FINISH COURSE 2 1/4' TYPE II BASE COURSE --COMPACTED SUBGRADE->` STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL TYPICAL DIVEWAY SECTION N.Y 1. 1/2"GALV. CARRIAGE BOLTS OR 3/4"x4 1/2' LONG GALV. LAG BOLTS [SCREEN BOARD 2"x6" P.T. GIRTS 1 OR OTHER MATERIAL �(TYP.) AC PFR nWNFRS RFOLIFST ONE aRZWL7'­ POST 6" CRUSHED GRAVEL AT Q61174P OF 6" CONCRE PAD CONCRETE FILL AROUND POST POST I_... Il 8'4 O.C. OR LESS V-0. D.C. OR LESS r ELEVATION DUMPSTER ENCLOSURE N.T.S. PLANS PREPARED BY: C CIVIL ENGINEERING ASSOCIATES. INC, 10 MANSFIELD HEWLANE, SOUFINWRLWGTON, VI scza =r FAK spzaea22'I wm: www.ce.-Kcal DMTm ACL CB6CS9D DSM 4PPRom DSM APPLICANT SOUTH VILLAGE COMMUNITIES, LLC. PROJECT TITLE: SC7UTH VILLAGE 6 rh Bur1'nA, Vcr SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT General Note: All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for oil Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District #1 and the Village of Jericho. SITE + UTILITY DETAILS IA1'E HIwIN„ rv�-.YNER MAY, 2013 Ic- AS SHOWN C-25.9 13162 SECTION 01040 - PROJECT COORDINATION PART 1 - GENERAL 1.01 MEETINGS @ PROJECT ACCESS A. The Owner shill be notified five (5) days Prior to commencement of Work by the Contractor. B. The Contractor will cord6wte with the Own" to arrange an m-site pre-crostruction mooting prior to commencement of any work. Job superintendents and subcontractors shall be included In 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 Cwtraelor shell conduct his work In such o fin r as to not Interfere with Or endanger work m traffic In wsee adjacent to the construction area, exact as permitted by the Owner. The Contractor shall so arrange his construction operations a. to provide ocowes far emergency vehicle. and equipment to the work its at all tines. 1.02 LABOR A. The Contractor and subcontractors will employ mechanics .killed 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 Nall be map-sibla far Initiating. Inalntalning, and supervising all O.S.H.A. safety precautions Inconnective with the Work. B. Fire Protection: The Contract, shall take all necessary Precautions to prevent firss adjacent to the Work and shall provide adequate facilities for extinguishing fires. The Contract- shall also prevent Area In project related buildings and shall prevent the spread of fires to areas outside the limits of the Work. C. Safety Preaautlonc Prier to commencement of Work th• Contractor .hall be famlir with all safety regulation. and Practices applicable with construction operations. No additional payments will be made for equipment and Procedures roc. -hate l by thew 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 .-.at .II Work rejected by the Owner as defeetiw or as falling to conform to the Contract Documents. The Contractor shall bear ell cast 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 con -ate, earth backfill, embwkmmt. or paying shall be placed upw frozen matwid. If there le delay or interruption in the Work due to weather conditions, the necessary precautions must be taken to bond new Work to old. B. Protection Again.t Water and Storm: The Contractor shot Us all precautions to prevent damage to the Work by storms m by water entering the site of the Work directly or through the ground. In case of damage by at- - coat", the Contractor, at his own mpens., shell make .Pat. or replacements or rebuild such parts of the Worksue the Engineer may require In Order that the finished work may be completed an required by the Drawings and Specifications. 1.07 DISPOSAL OF DEBRIS A. An debris and excess matrlals, other than that which Is mthwized to be mood. become the property of the Contract- and shall be promptly removed from the property. The Contractor shall receive title to oil debris and excess material. The Owner will not be responsible for any IOU or damage to debris Or excess material owned by the Contractor. 1.08 PROJECT LAYOUT A. The Contractor shall be responable fen providing all neaeswry survey staking. 1. Locate 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 bmahmarks an the site. referenced to data established by survey control Points, a. Record Iocc ion0. with horizontal and vertical data, on Project Record Documents. SECTION 02110 - SITE CLEARING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes, 1. Remove surface debris. 2. Clear site of plant life and gross. 3. Remove tress and Nrubs. 4. Remove root ,y.tem of trees and shrubs. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 3.01 PROTECTION A. Protect utNtles that remain from damage. B. Protect trees, plant growth, and features designated to remain sue final landscaping. C. Protect bench marks and existing structure. from damage or displacement. 0. Use means necessary to prevent dust becoming a nuie-ce to the public, to neighbors, and to other work being performed on or near the site. E. Maintain access to the alto at all tines. 3.02 CLEARING A. Clear areas required far access to site and execution of Work B. Remove trees and shrubs aithin areas as Indicated on the Plane. Remove stumps, root. and top roots and other projections IN" or greater In diameter to 2'-0' below the excavated surfaces In cut areas and 2'-0' below the exposed subgrade In col areas. 3.03 REMOVAL A. Remove debris. rack, and extracted plant life from site. B. The Contractor shall -Ordinate Work with the Engineer and Owner in establishing suitable area. within the property limits for depositing debris, racks and extracted plant Ilfe. The Contractor shall be responsible for backmling (capping) and grading all waste altes. 3.04 UTILITIES A. Coordinate with utility companies and agencies ae required. PART 1 - GENERAL SECTION 02210 - SITE EARTHWORK 1.01 SUMMARY A. Section Includes: 1. NI utility and sitework excavation (unless covered in other sections of these -pacification.), -owl and stockpile of topsoil, stabillzatlm fabric, and other miscellaneous and appurtenant works. z. sue meny. 3. Roadway/parking lot structural section.. 1.02 REFERENCES A. ANSI/ASTM C136 - Standard Test Method far Slew Analysis of Flne and Coarse Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Son Using Standard Effort. 1.03 PROTECTION k Protect bench marks and existing structures. B. Protect above and below grade utilities which are to remain. 1.G4 SUBMITTALS A. Testing laboratory reports indicating that material far bookfll meets requirements of this Section. B. Fleld density toot report. of ails col in pace. C. Field density teat report. for rmdsay structural esetiwe In place. D. Stabilization Fabrlc Submit coples of manufacturer's specifications and Installation Instructions. PART 2 - PRODUCTS 2.01 BANK RUN GRAVEL A. This materiel shall meet the following grading requirements: Percent by Weight Slow Designation Passing Square Mesh Slew No. 4 20 - 60 N. 100 0 - 12 No. 200 0 - 6 The growl shall be uniformly graded from weal, to Me and the maximum size atone particle shall not exceed 2/3 of the thickness of the layer being placed m 4'. whichew Is less. 2.02 CRUSHED GRAVEL A. All materlae shall be secured from approved sources. This grout shall cm.lst of angulor and round fragments of hard durable rock of uniform quality throughout, reasonably free from thin elongated place., soft or disintegrated at-.. dirt, Organic or other objectionable matter. This material shall meet the following grading requirements: Percent by Weight Slew DwIgnotim Passing Square Mesh St. - Fine: 2* 100 1 1/2' 90 - 100 N. 4 30 - 60 N. 100 0 - 12 No. 200 0 - 6 Coarse 495 - 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 groin, pushed gravel or crushed stone. It shall be momably free from ant, loam, clay or organic matter. It shall be obtained from approved sources. B. Grading. This materlal shall be uniformly graded from coarse to fine and shall meet the following grading requirements: Percent by Weight Slew Designation Passing Square Mesh Sloes 1 /2' 100 1' 90 - 100 No. 4 45 - 65 No. 100 0 - 15 No. 200 0 - 12 2.04 COMPACTED FILL/GRANULAR BORROW A. ThIs material shall be free of shale, cloy, friable materlal, debris, and organic matter, graded In accordoce with ANSI/ASTM C136 within the following limits: Percent by Weight Slew Designation Paining Square Mesh Slew a' 100 3/4' 75 - 100 No. 4 20 - 100 N. too 0 - 20 No. 200 0 - 12 2.05 GEOTDMLE STABIUZATION FABRIC A. This work shall consist of furnishing and placing w approved stabilization fabric an a prepared surface within the limits shown an the plane. The fabric Noll meet, or exceed the fallowing prop""s 1. Grab tans". strength (ASTM D-4632) - 200 Iba. 2. Grab twat. elongation (ASTM D-4632) - 15X 3. Puncture strength (ASTM 0-403) - 120 Iba. PART 3 - EXECUTON 3.01 PREPARATION A. Identify required Ilnm, levels, contours, and datum. B. Identify known below grade utilities. Stake and flag locations. C. Maintain and protect existing unities remaining which pass through work am D. Upw 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 my earthwork operations. &03 TOPSOIL EXCAVATION A. Excavate m e topsoll froareas to be ex-vated, m-landscaped r regraded and stockpile In areas designated on site or ae directed by the Engineer. B. Maintain the stockpile In a manner which will not obstruct the naturd flow of drainage. 1. Maintain stockpile free frrn debris and trash. 2 Keep the topsoil damp to prevent dust and drying out. 3.04 SUBSOIL EXCAVATION A. Exmwto subsoil from areas to be regraded In accordance with plane. B. Excavate subwt required to accommodate building foundation., slobs an grade. site structurea, constructlon operations, roads, and parking areas. C. Grade top perimeter of excavation to prevent surface water from draining Into excawtlw. D. Notify Engineer of unexpected subsurface condition. and dtecwtlnue affected work In area until notified to resume work. E. Correct rea. ow-..-wted by err as directed by the Engineer at no cost to the Owner. 3.05 DITCHES A. Cut accurately to the crosa-section., grade., and elevations shown. B. Maintain excavations free from detrimental quantities of leave., eticka, trash, and other debris until completion of the want. C. Dispox of excavated materials as shown an the drawings r directed by the eons Engineer, except do not. In any coos, deposit material. lees than three feet from the edge of a ditch. 3.06 EMBANKMENTS AND BERMS A. When bonkmmts are to be made on a hnieide, the Mope of the original ground - which the embankment* ore to be cronetrocted shall be stepped and property drained as the col le constructed wo that ad-. movement. of the elope* do not -cur. B. Any excavated rack, ledge, boulder% and stme, excel where required In the constructim of other items or otherwise directed, shall be used In the construction of embankments to the extent of theprojectmgk-enta and generally oe hall be placed so to farm a base of an embankment. C. Frozen matmlal shall not be used In the construction of embankments, non shall the embankment. - succeseve layers of the embankments be placed upw frozen materiel. Placement of material other than rock shall stop when the sustained air temperature, below 32 degree. Fahrenheit, prohibits the obtaining of the required compaction. If the materiol le otherwise acceptable, It shall be stockpiled and reserved for future use when Its condition Is acceptable fm use in embankments. 0. When an embankment Is to be constructed across a swamp, muck, or areas of unstable wile, the unsuitable material shall be excavated to reach eole of adequate bearing capacity end the embankment begun. Alternative method., such as use of a stabilization fabric in place of eaccwtlm and backml, 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 when not be placed In embankments. F. Embankment areas shall be placed In eight -Inch lifts. Effective spreading equipment shall be used an each layer to obtain uniform thickness Prim to earnpactnon. Each layer Nall be kept --ad to had wet. to the sutold. edge of embankment and contlnums leveling and manipulating will be required to assure uniform density The entire area of each layer Nall be uniformly compacted to at newt the required mu minim dwelty by use of compaction equipment consls0ng of rollers, compactors, or a combinatim thereof. Earth -moving and other equipment not specifically manufactured fen compaction purposes will not be considered as compaction equipment. G. All fill materfol shell be compacted at a moisture content suitable for obtaining the required density In no case Nall the moisture content In each layer under construction be more than three percent above the optimum moisture content and shall be less than that quantity that will cause the embankment to became unstable during compaction. Spongin.ss, Moving, or other alelaeemrt under heavy equipment Nall be or evidence for an engineering determinatnm of lack of stability under this requirement, and further placement of material in the area affected Nall be stopped or mtwded to allow the material to stabilize. H. When the moisture content of the material in the layer under construction is Iese than the amount necessary to obtain satisfactory compaction by mechanical eonpoctim methods, water Nall be added by pressure distributors or other approwd equipment Water may also be added In excavation a borrow pits. The water sholl be uniformly and thoroughly Incorporated into the van by disc, harrowing, blading, Or by other approved methods. This manipulation may be omitted for sends and growl. When the moisture content of the material Is in excess of three percent above optimum molature content, dry maternal Nall be thoroughly incorporatad Into the wet material, or the wet material Nall be aerated by clicking, harrowing, blading, rotary mixing, or by other approved methods; w compaction of the layer of wet material Nall be defamed unln the layer has 3.07 COMPACTION REQUIREMENTS A. All backfllls and col. shall be compacted In awn lift. (12' maximum) to attain the required densities as follows: Standard Proctor Location ASTM 0-698 Subgrode and Gravel far Roads and Parking Lot. 95X General Embankments Sox 3.08 MAINTENANCE A. All earthwork should be checked periodically to see that slopes am In good condition. Any role m damage tram erosion and animal burrowing should be repaired Immediately to awld further damage. If seeps dewlap on the slopes, the a- should be ewl..tad to determine If the sloop will cause an unstable condition. Subsurface drains or gravel mulching may be required to save seep problems. Dlverelons, berm., and waterways In the land grading area should be checked to was that they are functioning properly. Problems found during the Inspectim. Mould be repaired promptly. SECTION 02225 - UTILITY TRENCHING AND BACKFILLING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Trench, backml, and compact as specified herein and as needed for Installation of underground utilities located 5 feet outside the building.. 1.02 QUALITY ASSURANCE A. Use adequate number. of skilled workers who era thoroughly trained and experienced in the necessary -aft. and who are completely famillor with the specified requirements and the methods needed for proper performance of the work of this section. B. Use equipment adequate In size, capacity, and numbers to accomplish the work in a timely manner. C. Comply with requirements of govemmentol agencies having jurisdiction. 1.03 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Slew Analyst. of Fine and Coarse Aggregates. B. ANSI/ASTM 0698 - Standard Test Method far Laboratory Compaction Characteristic. of Son Using Standard Effort. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. FRI and backml material.: 1. Fill material is subject to the approval of the Engineer. Material provided can be removed from excowtlon, -site or Imported from approved off -site borrow areas. Materials must be predrnin-0y granular, non-expan@Ive son free from porous matter, organic matter and other deleterious matter and contain no racks r lumps over 6 Inches In greatest dimwsiw. Y. Rocks having a dimenelon greater than 2 inches shall not be placed within 2 feet of the outside of pipe. 3. Cchesionlees material used for backml: Provide sand free from Organic materlal and other foreign matter, and as approved by the Engine.. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this sactlan will be performed. Correct conditions detrimental to llmwy and proper completion of the work. Do not proceed until unsatisfactory conditions are tarred d. 3.02 PREPARATION A. Identify required lines, level., contours, and datum. 3.03 PROCEDURES A. Existing Utnities: 1. Unless shown to be removed, protect active utility lines shown an the drawings or otherwise made known to the Contractor prim to trenching. If damaged. repair or replace at no cast to the Own.. 2. When existing underground utllltiee. which are not scheduled for -.,Of or abandonment, are encountered in the axcawtl-. they shalt be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional coot to the Owner. 3. If utility service is interrupted as a result of work under this section, mmediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If existing utilities we found to Interfere with the permanent facilities being constructed under this ,action. Immediately notify the Engineer and secure Instructions. 5. Do not proceed with disruption of service or permanent relocation of utnitbs until written Instructions are received from the Engineer. B. Protection of person. and properly. 1. Barricade open hales and depressions occurring as part of the work, and post warning light. an property adjacent to or with public access. 2. Operate warning lights during hours frwn dusk to down each day and as othe-lee required. 3. Protect structures, utilities, sidewalk., pavement., and other facilities from damage caused by settlement, lateral movement, washout, and other hazard. created by Operation. under this section. C. Dwwalring: The Contractor, at all times, shall conduct operations ea as to prevent the accumulation of water. Ice, and snow In excavation or In the vicinity of excavated ore s, and to prevent water from Interfering with the Progreso and quality of the work. Under no condition. shall water be allowed to rise in open branches after pipe has been placed. D. Accumulated water, Ice, and row shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be curled mt In a manner which will not create a hazard to public health, nor cause Injury to public or private property, work completed or In progress, or public streets, nor cause my interfe rce In the use of streets and rood by the public. Pipes under construction shall not be used for drainage of excavations. E. Maintain access to adjacent areas at all time. 3.04 TRENCHING A. Provide sheeting and sharing 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 shooting will be allowed to be pulled, removed. or disturbed below the pipe. e. A trench shall be excowted to the required depth and to a width sufficient to allow for joining of the pipe and compaction of the bedding and backflll material under and round the pipe. C. The completed trench bottom shall be firm far Its full length and width. D. If indicated an the plans m directed by the Engineer, pow foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with granular backml. E. Where pies am to be placed in embankment fill, the excavation shall be made after the embankment has been completed to a height of 3 fast plus the diameter of the pipe above the designed grade of the pipe. F. Excavating for oppurtonces: 1. Excavate for manholes and similar structures to a distance sufficient to Isaw at least 12 Inches clear between outer surfaces and the embankment or sharing that may be used to held and protect the banks. 2. Over - depth excawtlw beyond such appurtenances that has not been directed will be considered unauthorized. FIII with sand, gravel, or Ivan concrete a. directed by the Engineer, and at no additional cost to the Owner. G. Excowtlon @hall not Interfere with normal 45 degree bearing *play of fmndaBm@. H. Whore utility runs trawes public property or are subject to governmental or utility company jurisdiction, provide depth, bedding, cow, and other requirements as set forth by legally constituted authority having jurisdiction, but In no case less than the depth shown In the Contract Documents. I. Nhers trenching Occurs in existing lawns, remove turf In sections and keep damp. Replace turf upw completion of the backmling. 3.05 BEDDING k Pipe Bedding Area: Prior to laying pipe, bedding material shall be placed to the limits of the excowtlon and to a depth beneath the pipe as specified. This material shall be either sand, growl, or crushed etme and shall not contain large lumps and .tones ow me inch In diameter. As the pipe is laid, bedding material shall be ext-d.d to 6 inches .bow the pip. and I@ Iml along the width of the trench. 3.06 BACKFILLING k Backmling .hall not be dons in freezing weather, with frozen materials, or ah- materials already placed ore frozen. B. Ba kml material shall be evenly spread and compacted in IIN. not more than 12 inches thick or as approved by the Engineer. Previously placed or new materlols @halt be moistened by sprinkling, if required, to ensure proper bond and compaction. C. Trenches which haw been Improperly bakmled, andosed or covered up before It hoe bow approved shall be reopred. Reflll and compact as specified, m otheral" correct to the approval of the Engineer, at no additional coal to the Owner. D. Take special mrs In bakfilling and bedding operations to not damn. pipe and pipe coating.. E. No oxnp-ting shall be done when the material le too wet to be compacted properly. At such tines the work Nall be suspended unin the previously placed and new materials haw drlad out eufflclently to permit proper compaction, Or such other prseautiwe are taken as may be necessary to obtain proper compaction. F. Bakfill material shall be compacted to the following percentages of maximum dry density and the in -place moisture cantenl shall not be more than 2% above the optimum moisture content, as not by Standard Proctor ASTM D698. 1. Around all structures, under roadway paving, shoulder and embankment' - 95X 2. Al other oraos - 901G G. Frost Protection: Pipes laid with lees than the minimum cow over the crown and when approved by the Engineer shall be protected against freezing by installation of rigid Insulation for the width of the trench. insulation shall be a minimum of 2 Inches thick with we additlmcl Inch of thickness for every foot of depth of piping leas than 5 feet The :sets shall be placed 6 Inches above the crown of the sewn after compaction of the 8 inch IIN immediately above the Omen. Core Nall be exercised by the Contractor during backml and compaction over the Insulation. The sheets Nall meet the compre-lw strength requirement. of ASTM D1621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS A. After the trench has been bakmled to above the pipe and hoe been compacted as specified, check sewers and storndralna to determine whether displacement has occurred. B. Visually inspect pipe Installation by flashing a light between manholes or between the location' of the manholes, by means of a flashlight or by reflecting sunlight with a mirror. C. If the illuminated interim of the pipe line Now. pow alignment, displaced pipes, or any other defects, correct the defects to the specified conditions and at no additional met to the Owner. D. After visual approval of pipe, a 95% mandrel test may be required. PUNS PREPARED BY: C CIVIL ENGINEERING ASSOCIATES, INC. 10MMSFIELDVIEWLANE, 9011THBURILM70N, VTOM soza.i-z c' r u- eo m,HZ?rf wee: www.cww.mah DRAW ACL cRZcW DSM APPROVED DSM APPLICANT SOUTH VILLAGE COMMUNITIES, LLC. PROJECT TITLE: SOUTH VILLAGE Sa rh Bin, rl in.t o n v Ver SPEAR STREET AND ALLEN ROAD SOUTH BURLiNGTON, VT DATD CB6a.BD iQwrax SPECIFICATIONS 1- 11.A11r, Nh:ND MAY, 2013 AS SHOWN C-25.1 PBr. aces 13162 SECTION 02439 STONE FILL PART 1 - GENERAL 1.01 SUMMARY A. Section Includes, 1. Stone F11 - Types I, 11, III, and IV. 2. Rip -Rap - Heavy Type, Light Type. & Geotextile Fabric. B. This work shall consist of fum1.hing and placing protective materials In confomdty with the dimensions, elevations and at the locations indicated in the contract or as directed by the Engineer. 1.02 REFERENCES A. VAOT Standard Specifications, Section 700. PART 2 - PRODUCTS 201 STONE FOR STONE FILL A. Stone for stone PoI shall be approved, hard, blasted angular rack other than serpentine rock containing the fibrous variety chrysotlle (asbestos). The least dimension of the stone -hall be greater than 1/3 of the largest dimension. Th. atone fill shall be reasonably well graded from the amallest to the maximum size stone specified so as to farm a compact mass when In place. Type I: The longest dirren.im of the stone shall wry from 1 Inch to 12 Inchee, and at least 50 percent of the volume of the store In place shall how a least dlmnolon of four Inch-. Type It: The longest dimnsian of the .tan. shall very from 2 Inches to 36 Inches, and at least 50 percent of the wlum. of the store in piece sholl haw a least dimension of 12 Inch-. Type III: The longest dimension of the stone shall wry from 3 in to 48 Inches, and at least 50 percent of the volume of the at-. in place Mall haw a least dimnelm of 16 Inches, Type IV: The longest dimension of the stone shell wry from 3 Inch- to 60 Inches, and at least 50 percent of the volume of the store In place shall how a least dimension of 20 Inches. 2.02 RIP -RAP A. Stme for rip -rap shell be approved, rough, unhown quern Many e, as nearly rectangular In aectlon as practicable. The stone Mall be hard, sound and resistant to the action of water and weathering. They shall be of a rode type other than serpentine rock containing the fibrous variety chrysotle (aMeetos) and suitable In awry respect for the Purpose Intended. Heavy T)ps The Indvduol at-- shall haw a depth equal to the thidawas of the course of rip -rap. Al least 75 Percent of the volume of the rip -rap, complete h place, shall consist of stores that haw o minimum volume of 16 cubic feet. Light Type: The Individual stone' shall haw a depth equal to the thickness of the tour- of rip -rap. The rip -crop, complste In place, Mall -.let of at-- that haw a minimum volume of 1/2 cubic fact. 2.03 GEOTEXTILE FABRIC A. GmtextEe fabric shall conform to the requirements of Sectin 02210 - Site Earthwork. PART 3 - EXECUTION 3.01 PREPARATION A. The areas to be protected shall be constructed and aided to the lines igr ndkted an the plans a as directed by the Engineer and, if a fill area, shall be compacted. All elopes Mall be maintained to the neat Lines Indicated an the plane prim to the placing of gmtextile fabric or bedtling material, store fill, rip -rap m slope paving. 3.02 PLACING STONE FILL A. The specified- stone fill Mall be placed In me cour thickn-e as shown on the plan. In a mmunor that will result Ina reasonably well graded surface. Care shall be taken in the placing to avold displacing of the underlying material. B. Th. at-. Moll be .o placed and distributed that there will be no accumulations of either the larger or amalkw .user of at-.. C. Rearrangement of the store fill by hand labor w mechanical equipment may be required to obtain the specified rewlts, D. When atone fill and gmtextlle fabric are to be placed as part of an embankment, the protective material' hoo be placed concurrently with the conatructlm of the embankment unlsss otharol- sutharized by the Engines. E. When atone fill and gwl-tile fabric Is to be placed under water, methods shall be used that will minimize segregation and Inmr. that the required thidmese of protective motor call be obtained. SECTION 02513 - BITUMINOUS CONCRETE PAVING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes 1. Be- Cwrns 2. Leveling Courses 3. Finish Course B. General: This work shall consist of an. a mms couro- of bituminous mixture, crostmeted an a prepared foundation In o_ardmu with these Splfl aeectims and the type of surface being placed, and In conformity with the Tines, grad-, thicknesses and typical me- section. shown on the plans or established by the Engineer. 1.02 QUALITY ASSURANCE A. Use adequate numbers of milled workers who are thoroughly trained and exparlenced In the necessary crafts and who are completely far filer with the specified requirements and the methods new fen proper performance of the work of this Section. B. NI materials and Installation shall be In occordance with The Asphalt Institute Manual (MS-4) and the VAOT Standard Specifications, 1990. C. Mixing Plant: Cmforn to State of Vermont Standard.. D. Obtain materials from same source throughout. 1.03 PROJECT CONDITIONS A. Bituminous concrete shall not be placed between November 1 and May I. Material shall not be placed when the granular subbase Is wet or when the air temperature at the paying site In the shade and away from artificial heat is as fail...: Air Temperature Pavement Degrees Fahrenheit Compacted Depth 40 Degrees or below Greater than 1 1/4' 50 Degreas 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 Speciflcatlone, Division 700 far Type II (be. course) and Type III (finish course) bituminous concrete. B. Gradation: Materials shall be combined and graded to meet composition limits specified In VAOT Standard Specification, Sectim 406.03, for the base course and finish course. C. Thickness of paving for drives and parking lots shall be as shown an the plans, consisting of base course and finish ccur-. D. For pavement reconstruction areas due to trenching, the depth of each course shall be increased by 1/2'. Pavement reconstruction caused by trench reopening due to improper placement a man -approved placement shall be performed at no additional east to the Owner. 2.02 TRAFFIC MARKINGS A. Traffic marking point to be factory -mired, meeting the requirements of the VAOT Standard Specifications, Section 708.08. PART 3 - EXECUTION 3.01 INSTALLATION A. Install in accordance with VAOT Standard Specifications, Section 406. 3.02 EXAMINATION A- Verify been conditions under the proyial-e of Section 02210 - Site Earthwork. B. Verify that compacted granular base le dry and ready to support paving and Imposed load.. C. Verify gradients and slawtlone of boo are correct. 3.03 PREPARATION A. Matching Surfaces: When a new pavement I. to match an misting bituminous pavement for a roadway or trench, the Contractor shall vertically smooth cut the misting pavemnt, over the existing gravel base. The smooth Out shall be thoroughly cleaned and cooled with Emulsified Asphalt, RS-I, yet prior to paving. 3.04 PREPARATION - TACK COAT A. When the bell- course of bituminous concrete pawmwnt fie left over the winter, Or paving to to be made over an existing bituminous concrete pavement, the existing surface shall be cleaned and Emulsified Asphalt applied before the next course I. applied. B. Also apply to contact surfaces of curbs. C. Coat aurfoces of manhole and catch basin frames with all to prevent bond with asphalt pavement. Do not tad, coot these surfaces, 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thick,... Identified on the plans. B. Compoct pavement by rolling. Do not displace or extrude P.-. from position. Hand compact In areas Inacce.ebla to rolling equipment. C. Dewlap rolling with consecutive passes to achieve own and smooth finish, without roller marks. 3.06 JOINTS A. Joints between old and new pavements Or between suca-elve dayle work shall be made m as to Insure a thorough and continuous bond between the old and new mixtures. Whenever the spreading process Is Interrupted long enough far the mixture to attain Its Initial stability, the paver shall be removed from the mat and a joint constructed. B. Butt ).into Mall 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 shall be thoroughly coated with Emulsifiedp Asphalt. Type RS-1, just prior to doslting the paving mixtures. C. Longitudinal joints that haw become cold shall be coated with Emulsified Asphalt, Type RS-1, before the ad)ocent mat 1. placed. If they ex ey haw bean po..d to traffic, they Moll be cut back to a dean vertical edge prim to painting with the amulaion. D. Unless otherwise .treated, longitudinal pinta Mall be offset at least 6' from my Joint in the lower courses of Pavement Tronswrae joint. shall not be constructed nearer than me foot from the transverse joint. constructed In lower couro-. 3.07 TOLERANCES A. The surface wll be tested by the Engineer using a 16 fact straight-.dge at selected locatlona parallel with the cerltodln& Any variations exceeding 3/16 of an Inch between any two contacts shall be satisfactorily eliminated. A 10 feat etralght-wdgs may be used an a vertical curve. Th. straight- dgm Mall be provided by the Contractor. B. Scheduled Compacted Thickness: Within 1/4 Inch. C. Varietlan from True Elevation: Within 1/2 Inch. 3.08 FIELD QUALITY CONTROL A. Permit no vehicular traffic on 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 exper.. If the Contractor foil. to make such repairs promptly upon receipt of notice to do so from the Owner, then the Owner may make such repairs as necessary and the Contractor shall pay the Owner for all cats Incurred In making such rpoi- 3.10 MARKING PAVEMENT FOR PARKING A. Striping - Thoroughly dean the areas to receive striping and locate all striping a. Indicated an the Contract Plane. 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 Plane. SECTION 02515 - CURBS AND WALKS PART I - GENERAL. 1.01 SUMMARY A. Section Indud-: 1. Concrete Curb. 2. Concrete Sidewalks PART 2 - PRODUCTS 2.01 CONCRETE A. The concrete shall haw a minimum compressive strength of 4.000 psi at 28 days and shall conform to the requirement. of Cast -In -place Concrete. 2.02 ADMIXTURES A. Air-entrainIng admixture shall meet or exceed ASTM C260. Air content shall range from minimum of 5% to 7X maximum. 2.03 EXPANSION JOINT MATERIAL A. Expansion Joint material shall be premolded bituminous fluor conforming to ASTM D994. PART 3 - EXECUTION 3,01 CONCRETE CURBS A. Excavation shall be made to the required depth and the base material upon which the curb Is to be set Mall be comp-ted to a firm, even surface. All soft and unsuitable material shall be removed and replaced with suitable material which Mall be thoroughly compacted. B. Instdlatin: The curb shall be set se that the front top line Is In dose conformity to the line and grade required. All space under the curbing .hall be filled and thoroughly tamped with material meeting the requirements of the materiel for the bed couras. C. Concrete Mixing and Placing: Compaction of concrete placed in the forms shall be by poding Or other approved methods Forma Mall be left in place far 24 hours or until the conttet. has .at sufficiently ear that they can be removed without Injury to the curbing. Upon removal of the forme, 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 shill be ernploy.d. D. Sections Curbing shall be constructed in sections having a uniform length of ten feet, unless otherwise ordered. S_tims shall be separated by open joints 1/8 Inch wide except at expansion Joints, E. Expansion Joints. Expansion Joints shall be formed at the Interval. shown an the plans using a pre -formed expansim joint fillw having a thickness of 1/4 inch cut to conform to the aos-.ectlm of the curb. They shall be constructed at 20 foot intervals or as directed by the Engineer. When the curb to constructed adjacent to or an concrete pavement, expansim Joints shall be located opposite or at expansion Joint. in the pavement. F. Backfllling: After the concrete has set sufficiently, the spaces In front and back of the curb shall be filled to the required elevation with layers of not mare than six Inches of the mine material as the bedding and thoroughly tamped. G. The Contractor shall protect the curb and keep It In alignment until the completion of the contract. Each curb which le damaged at my time previous to final acceptance of the work shall be removed and replaced with satisfactory m curb at the Ctractar'a expense. 3.02 CONCRETE SIDEWALKS A. Excavation and Foundation: Excavation shall 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 an the plans. When the layer required exceed. six inches, two layers of approximately equal depth hall be placed and each layer thoroughly compacted ear that It I. hard and unyielding. The wetting of bed course material may be required to obtain the compaction. B. Finishing: The aurface shall be finished with a wooden fact. No pketering will be permitted. The edge. shall be rounded with an edger having a radius of 1/4 Inch. Zsurface of the sidewalk, after the floating and reeding process Is completed, shall be finished with a broom of a type approved by the Engine., drawn over the surface parallel to the transverse joints. Special texturing an sidewalk ramp. shall be Installed In accordance with construction plan details. C. Joints: Unless otherwise indicated an the plans Or directed by the Engineer, expansion joint. shall be placed every 20 feet. Expansion Joints shall be formed around all appurlanances I ch as manhde0. utility pdea ad other abalruetlna -tending Into and through the ld-.1k. Pre -formed joint flow 1/4 inch thick Moll be installed in theme Joint& Expansion joint Polw of the thickness Indicated shall be Installed between concrete sidewalk. and my fixed structure ouch as a building or bridge. This expansion joint material shall extend for the full depth of the walk. Between the a p...lm Joint% the sidewalk ehak be divided of Intervals of 5 feet by dummy joints famed by a jointing tool or other acceptable mean. os directed to provide grease 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 shall be placed between sidewalk and curb for the depth of the sidewalk. D. Curing: During the curing period all traffic, both pedestrian and vehicular, shall be excluded. Vehicular traffic shall be excluded far such additional time as the Engineer may dirt. E. Backflling: Before the concrete hoe been opened to traffic, the space m each olds of the sidewalk shall be backfUled to the required elevation with suitable material, firmly conpool and neatly graded. SE'CT,CN 02700 - WATER SUPPLY SYSTEM PART 1 - GENERAL 1.01 SUMMARY A. Section Includes 1. Pipe Materials 2. Volves 3. Fittings 4. All other appurtenances necessary to complete the water main system as shown on the Contract Plan.. 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessories specified, Indicating compliance with requirements to the Engineer and local municipality. 1.03 QUALITY ASSURANCE A. Ali materials and the Installation procedure shall be In accordance with the Department of Environmental Conservation, Water Supply Division and the applicable conaWctlan ordinances of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish ells, tees, reducing tees. Wyss, coupling., Increasers, «oases, transitions and and caps of the exam. type end class of material as the condult, Or of motarld having equal or superior physical and chemical properties as acceptable to the Engineer as necessary to complete the water sYet-. 2.02 DUCTILE IRON WATER PIPE A. Pip. Mall be Tytan Duct9. Iran Dos. 52 (.I.- a. Mown an the plane) conforming to current ANSI/AWWA C151/A21.51 latest revislon. Push -an Joint pipe shall be minimum thickness Class $2. Push -on joint accessories shall conform to applicable requirements of ANSI/AWWA Cttt/A21.11. B. Pipe aholl be cement mortar lined On the Inslde In accordance with ANSI Sp_Iflcatlm A21.4 except that the cement lining thickness shall not be laws than 1/8 Inch. A plus tdernc. of 1/a Inch will be permitted. C. Pip. Mall be given an Interior bituminous coating In accordance with ANSI Specificollm A21.4 nil an exterior bitumimu. coating of caul to or asphalt be in accordance with ANSI Specification A21.51. 2.03 FITTINGS A. Ductile Iran fitting. shall conform to ANSI Specification A21.10, 350 PSI working pressure. Cast Iran Clan 250 pipe fittinge shall be allowed In lieu of ductile [ran fittings Clam 350. Ductile Iran compact fitting. conforming to AWWA C153-88 will be allowed In lieu of full body fittings. B. All M.J. fittings Moll haw mega -lug gland. far additional Joint restraint. C. Bolt. shall conform to ANSI Specification A21.10. 2.06 GATE VALVES A Volvo. shall be manufactured to meet all requirements of AWWA Spedficatim C509-87. Valves 12 Inches and smaller shall be bubble tight, zero leakage at 200 psi working or....... Volvos shall haw nor-riaing atoms, pan counterclockwise, and be provided with a 2 Inch aq are operating nut with arrow cost in metal to Indicate direction of opening. Each calve shall haw maker'. name, pressure rating and year In which manufactured coat an the body. Prior to shipment from the factory, each valve Mall be tested by hydrostatic pressure equal to twice the specified working prnsurs. Gate valves shall be Mueller, Draseor or Kennedy. B. Buried valve. shall be Installed with a calve box. 2.07 VALVE BOX A. Cast Iran New England style ode -type, 5 1/4 Inch shaft, 6 feet torch depth. B. Cover shall be cast Iran, marked WATER' and Indicating direction of opening. PART 3 -- EXECUTION 3,01 INSTALLATION PROCEDURES A- Installation of all water line. shall be In accordance with AWWA C 600 latest revision. B. All pipe and lotting. Mall be Inspeetad o and tested In accordance with the manufacturer's specificatlm. and the aforementioned AWWA Specifications. The Cmtroctor shall furnish fa approval ...tiff -tin from the pipe manufacturer that all tests haw been performed with satisfactory results. Pipe shall not be installed without the Engineers approval. C. Pip., lotting., and accessorli. Mall be carefully handed to .,old 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 my time, Including after Instalatim, at no expanse to the Owner. D. All pipe showing cracks shall be rejected. If cracks occur In the pipe, the Contractor may, at his own expan- and with the approval of the E .pNser, cut off the cracked portions at a point at least 12 from the visible limits of the crack and use the sound portion of the pipe. E All pipe and lotting. shall be cleared of all foreign matter and debris prior to Installation and shall be kept clean until the time of acceptance by the Owner. F. The pipe shall be laid to conform to the lines and grades indicated on the drawings m given by the Engineer. Each pipe shall be so told as to forth a dose joint with the next adjoining pipe and to bring the Inverts continuously to the required grads. G. At all times. when the pipe laying to not actually In progress, the open ends of the pipe shall be dosed by temporary watertight plugs or by other approved mean& If water Is In the trench when work le resumed, the plug shall not be removed until oil danger of water entering the pipe has passed. The pipe shall be installed in trenches and at the line and grade shown n the Contract Plans. Any deflection joints shell be within the limits specified by the manufacturer. H. AN piping and appurtenances connected to the equipment .hall be supported we that no strain wll be Imposed on the squlpmwnt. If the equipment manufacturers specifications Include that piping loads are not to be transferred, the Contractor shall submit oertlflectim of compliance. I. For pressure piping, concrete thrust blocks shall be Installed at all unrestrained fittings and other locations oa indicated on the Contract Plans. Minimum bearing area shall be as shown on the Contract Plans. Concrete shall be 2.500 pal. Concrete shell be placed against undisturbed material and shall not cover Joints, belts or nuts, or Interiors with the not of my Joint. Wooden side farms shall be provided far thrust blacks. J. Conductivity bond. or wedges shall be installed at every pipe Joint. K. A minimum separation of 16' vertical and 10' horizontal shall be maintained between the outside of all water and sewer ones unless a wrianee is granted by the Water Supply Division. L. There shall be nor physical connection between the distribution syet_ and any pipes, pump., hydrants, err tanks which ere supplied or may be supplied with a water that Is. or may be contaminated. M. The Contractor shall take all necessary precaution to prevent flotation of the pipe In the trench. N. All trenching safety standards shill be In conformance with all applicable State and Federal guidelines. The Contractor shall be adely respanalble for any safety citations by State or Federal Inspectors. 3.02 SETTING OF VALVES AND FITTINGS A. Valves, fittings, plugs, and cape shall be set and pined to pipe In the manner specified above for laying and Joining pipe. B. Valve boxes are to be Installed an all buried volvee. The boxes Mall be cast Iron with a minimum 5 1/4' diameter and long enough to extend from the valve to finished grade. The boxes shall enclose the operating nut and stuffing box of the calves. Valve boxes Mall net transfer lead. -to the calve. C. Covers shall be close fitting and dirt tight with the top of the cower flush with the top of the box rim. Cowers Mall ER ' be marked WATER an avow indicating the direction of opening. 3.04 DISINFECTION A Disinfection of the pipelin. shall be directed by the Engineer and costa far all water, materials, equipment and labor to perform the required testing shall be at the Contractor's expense. AWWA Standard C-851 (latest revision) .hall be used a. a basis far the disinfection prate-. All disinfection/ testing shall be completed by an Indepandent third party unless otherwise approved by the Engineer err local municipality. B. The Engineer will require as minimum: 1. Complete flushing of the pipeline to wash out all dirt, dome, eta which may haw accumulated In the pipeline during e-,Wetkn. 2. Following fiu ping (to dean dear water), the Can tractor will add chlorine to the entire pipeline volume of water such that the water will haw not leas than 25 mgA free chlorine, and let the mixture set for at least 24 hears. 3. After the 24 hour duration, the water In the pipeline shall be tested far residual free chlorins and must certain a minimum of 10 mg/L chi -in. If I.- than 10 mg/L are frond, firm the disinfection proc.dur. all be rep -tad until at least 10 mg/L chlorine r-(dual la indicated by test. 4. Upon successful completion of the steps above, the pipeline shall be flushed again until the chlorine concentration In the pipeline is no higher than that preventing In the supply system. After this final flushing and before the pipeline le placed in service, bacteriological samples shall be collected an two can.ecuthe days, and submitted to the Vermont Health Department for analysis. If the Initial disinfection falls to produce samples which pose the Vermant State Health Department requirement. for potable drinking water, than the process shall be repeated until satisfactory results are obtained. Uponsatisfactory result. by the Vermont State Health Department, the pipeline may be placed In service. 3.05 PRESSURE AND LEAKAGE TESTS A. The Contractor shall fumish all goug-, testing plugs, cape and all other necessary equipment and labor to perform 1-kaga and pressure testa In sections of an approved length. Each valved a_lim or a maximum length of 1,000 feet of pipe shall be tested. The Contractor shall provide of his own expense any additional tape to the water line eery to perform the pressure and leakage test between velves. NI disinfectim/testing shall be completed by an Independent third party unless otherwise approved by the Engineer or local municipality. B. NI water required far testing shall be potable. NI testing shall be conducted In the presence of the Engineer. C. The Contractor shall make the necessary provisions to tap the pipe at the high point to release all air and shall plug same after completing the teat. Hydrants or blowoffs located at high point. may be used for air releose In lieu of tape If approved by the Engineer. D. For the pressure test, the Contractor Mall develop and maintain for two hours 150R of the working pressure or 200 psi, whichever Is greater. Failure to hold within 5 psi of the designated pressure far the two-hour period constitutes . fasure of the ._lion tested E. No pipe Installation shall be accepted if the leakage Is greater than that determined by the following formula: L= ND(P)O. L_ P .5 7.400 Whichaver 1. leas SO S - Length of Pipe Testing L Allowable Leakage In GeI/Hr D Nominal Diameter of Pipe ) P - Average Test Pressure (psi N Number of Joint. in the Pipeline Tested NI testing shall be conducted In accordance with AWWA C600 (latest revision). F. Should any faction of pipe fail ether the prew re or leakage teat, the Contractor shall do everything necessary to locate and repair or replace the defective pipe. fittings Or Joints at no cost to the Owner. PLANS PREPARED BY: C CIVIL ENGINEERING ASSOCIATES, INC. 10MANSHEIDWEW11,01NE, S UTINFIURUNGTON, VF Ofirm e0lde4aaaa PAx MR0,-2211 w www.ae- — DRAWN ACL mcxm DSM APPRDYeD DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT TITLE: ,SOUTH VILLAGE S.xh 6a rl i n a,on Ver SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT SPECIFICATIONS DAIE DRAWDIG NIe rR MAY, 2013 AS SHOWN C-25.11 PRa]. NO. 13162 SOUTH BURLNGTOI WATER DEPARTMENT NOTES 1. All domestic services and fire sprinkler systems that ors connected to the public water system shall be protected with a backflow prevention assembly, and an aeprepriata thartnal expansion .yalem in ompliance WIN the QdInmce far the Contrtl at trees ConnetNana Within the Water SvAtem o1 the Chy of South Burlington henceforth the 'Bockflow Ordinance.' Pleon contact this department for more Information an backflaw protection devices. 2. Access must be provided to the Department for than curb stop. and gate wives located -told. the City ROW for disconnecting service to delinquent accounts provided that the City of South Burlington follows the requirements not torch In State Statute Title 24 V.S.A. Chapter 129. Und Water end Sewn Dlacernect. 3. Eight -Inch Ductile Iran (DI) water pipe Mall haw no lass than three (3) brow wedges Installed at each Joint. Bury depth to the new main Mall be six fast (W) to the top of the pipe. 4. NI hydrants Mall meet the aforementioned specification., and a hydrant flag Mall be supplied with each hydrant. Hydrant drains Mall haw all drains plugged prior to Installation. 5. No underground utility line. or structures shall be installed within four feet (4') from the water main an alther side, from the top of the main to the finish grad% with the exception of alarm sewer and sanitary sewer lines as stated In the above referenced Specifications. Tress Mall not be placed over any water main or service Irene, nor placed within twenty feet (20') of any appurtenance, Including fire hydrant.. 6. Separation between the water main and service line and nearby sanitary and storm sewer lines shall empty with the VT WSR requirements and the above referenced SpeclOcations. 7. The South Burlington Water Department ordinance states that 'All water line. and appurtenances not located in the City right-of-way or public grounds shall be considered private pursuant to the ordinance and others of the City; and; 8. 'The Department shall not maintain any water line. that haw not formally bean accepted by the City, except In subdMsion. that era designed to Department Specifications and an Intended to be accepted; and; 9. 'All water lines and appurtenances located within an area m deslgnated as restricted or private by the developer shall be considered private.' 10. At this time private fire hydrant. are assessed a $100 per hydrant annual fee, and sprinkler systems are coansed a $30 annual 11. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter .lung, motor settings, and bockfiow protection. 12. The SBWD shall be sent my future hard copy plans Involving this project for review. Future plane must Include details and specifications os required In the above referenced Specifications. 13. The SBWD shall be notified prior to backfllling to Inspect all )olnt% fittings. main IIne taps, appurte.ances, water line crossings, and testing. 14' The palyetheylene pipe encasement and Installation shall confirm to current ANSI/AWWA C105/A21.5 Specification.. 15. A hard copy set of As -Butts as well as we electronic copy In Auto-CAD.dwq Veraicn 14 Format or newer Mall be supplied to this department upon completion of the water system Improvements. SECTION 02725 - DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Section Includes 1. Drainage pipe and appurtenances. 2. Drainage 0. turn. B. Related Sections 1. Section 02225 - Utility Trenching and Ba kfllling 1.02 SUBMITTALS A. Manufacturer's technical date for. 1. Pipe and appurtenances. 2. Structure.. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Furnish ell% teem, reducing two, wyes, couplings. Increasers, crosses, tranaltims and and cape o1 the same type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer. Z02 DRAINAGE PIPE AND PERFORATED PIPE A. If the Contract Plane do not specify a portlalor type of pipe, at the Contractor a option, the following material. may be used: 1. Polyvinyl ChlMde pipe conforming to ASTM Specification D3034 or F679, (PVC) rower pip. and fittings SDR 35. 2. Corrugated Polyethylene pipe and fitting. (smooth Interior) meeting the requirements of AASHTO M-294 and M-252. 2.03 CONCRETE STRUCTURES A ASTM C478, sized as Indicated. 2.04 METAL ACCESSORIES A. Manhole frames and covers: 1. Gray cast Iron, ASTM A48, as shown on plane. PART 3 - EXECUTION 3.01 INSPECTION A. Examine the area. and condltima under which storm sewor 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 cordillera how been corrected. 3.02 GENERAL A 'Alien existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavatlon, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired Promptly at no additional cast to the Owner. 3.03 PREPARATION A. Hand trim excavation (where necessary) to required elevations. Correct over -excavations with fill material. B. The elopes shall be graded to match the grade as shown on the plane. Where required, and sections shall be placed and backfilled to prevent undermining. C. Remove large stores or other hard matter which could damage drainage structure. or Impede consistent bakfilling or compaction. 3.04 INSTALLATION OF PIPE A. Pip. shell be Installed In acamdonce with Section 02225 - Utility Trenching and Bockflling. 3.05 INSTALLATION OF DRAINAGE STRUCTURES A. Precast --to structure.. 1. Place precast concrete structures and covers as shown on the Contract Plans 2. Where manholes occur In pavemert, met 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 shown an Contract Plane. SECTION 02730 - SANITARY SEWER SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Gravity Sawer Pipe B. Related Sections 1. Section 02225 - Utility Trenching and BakPoling 1.02 SUBMITTALS A. Product Data: Submit published data from mmufocturers of products and accessories specified. Indicating compliance with requirements 1.03 QUALITY ASSURANCE A. All sanitary sewer materials and construction of some shall be as shown on the Contract Pima and shall meet the requirements of the State of Vemnont Agency of Natural Resources (Department of Environmental Conservation) and the Public Worke Standards and Specification. of the local munlc"lity. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish site, tees, reducing tees, eyes, couplings, Inumaers, crosses, transitions and and cape of the same type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Enginser to provide a complete and eperable syet-. 2.02 PVC GRAVTY SANITARY SEWER PIPE A. PVC sewer pipe shall conform in all respects to the latest revision of ASTM Specifications D-3034 or F679, Type PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fittings. STIR 35 pipe. All pipe end fitting. Mall be dearly marked as follows: Manufacturers Name and Trademark Nominal Pipe Size (as Mown on plans) Material Designation 12454-C PVC - Legend 'Type PSM SDR 35 PVC Sewer Pipe or 'PS 46 PVC Sewer Pipe' - Designation ASTM D-3034 or F679 8. Joints Moll be push -on type using elastomeric gaskets and shall conform to ASTM D-3212. The gaskets shall be factory Installed. The pipe shall be fumlshed in nominal 13 fact lengths. Sufficient numbers of short longtha and full machine fittings shall be provided fa use at manholes and connection.. Al. connections will require the use of manufactured fittings. Field fabricated, smalls -type connections will not be conaldered acceptable. PART 3 - EXECUTION 3.01 GENERAL A. Care Mall be ..-lead by the Contractor to avoid dierupting 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. C. Installation of pipe shall be In accordance with Section 02225 - Utility Trenching and Backfilling and as specified by this .-it-. 3.02 BEDDING FOR PIPE A. The bedding material shall be shaped to fit the pipe for a depth of not Ion than 10 percent of Its total height and shall hew reassess 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 and and the lower segment of the pipe shall be In contact with the Moped bedding throughout Its full length. Bell or grooved ends of rigid pipes and the circumferential tape of flexible pipe shall be placed facing upstream. C. All pipe and fittings shall be carefully examined for defects and no pipe or fittings shall be laid which are known to be defective. If any defective place I. discovered after laying, It shall be removed and replaced at the Contractor s expwee. All pipes and flttings shall be cleaned before they are laid and shell be kept clew until accepted In the completed work. D. The pipe shall be laid to conform to the lines and grade. Indicated on the drawing. or glean by the Engineer. Each pipe shall be so laid as to farts a doss joint with the next adjoining 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. Men pipe laying Is not in progree% the open ends of the pipe shall be dosed with temporary watertight plug% If water Is In the trench when work is resumed, the plug shall not be removed until all danger of water entering the pipe is 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. Quality of water, test procedures. and method of disposal of water shall be approved by the Engineer. Prim to testing, flush with water to ramow construction debris B. All into shall be made in the presence of the Engineer. Preliminary tests made by the Contractor wlthwt 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 we time shall be that length between any two manholes. D. Air Testing: Low pressure air testing shall be conducted In accordance with the following procedures: 1. Each and of the test section shall be plugged, capped and braced. Necessary safety precautions shall be taken to prevent blowouts and possible Injury. 2. An air he.. shall be connected to a topped plug used for an air Inlet. The hose will be connected to the air control equipment, which shall Include valves and pressure gauges. Than shall allow air to enter the sewer test line, monitor air pressure In the sewer, shut off air, and provide pressure reduction and relief. The monitoring pressure gauge shall haw a range of 0-10 psi with divisions of 0.10 pal and accuracy of 0.05 pint. 3. The air canpre.sor and air supply Mall be -heated 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 psig shall be maintained for at least five minutes to allow the temperature to stabilize. A check for leaks shall be made and if any are found, the pressure Mall be released and the fitting replaced or repaired. 5. After the at.blll a.Uan period, the pressure Mall be adjusted to 3.5 psig and the air supply disconnected. 6. Measure and record the time Interval for the test line pressure to drop from 3.5 psig to 2.5 psig. 7. If the groundwater table is above the pipe. Increase above test pressures 0.5 psig far each foot the groundwater is above the Invert of the pipe. B. The requirements of this specification shall be considered satisfied If the time required In second. 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 less than that computed according to the following table: Minimum Test Time for Various Pipe Sizes Diameter (inch.) Time (Sec./100 Ft.) 4 18 5 45 8 75 10 90 12 110 Minimum Test Period - 1 minute PLANS PREPARED BY: C CIVIL ENGINEERING ASSOCIATES, INC. 1090ASRELD NEWLANE, SOUTHBURUNGTON, VT 0540 er#2.F2a2a FAIL eat 2271 wee: www.cws-w.mm a.. ACL csscxza DSM .,...a DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT TITLE: SOUTH uVILLAGE 9 a , h R u r l i n a r V e r SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT SPECIFICATIONS a-.mrrmex MAY, 2013 ­1 AS SHOWN C-25.1 r- 1 13162 SOUTH ELEVATION -BUILDING 'A' DESCRIPTION OF EXTERIOR MATERIALS: SIDING TYPE -1: VINYL LAP 51DING WITH 4 INCH EXP05URE. TEXTURE AND COLOR AS SELECTED BY ARCHITECT. SIDING TYPE - 2: FIBER CEMENT 5101NG. "HARDIESHINGLE" SIDING BY JAMES HARDIE. HARDIE SHINGLE STRAIGHT EDGE NOTCHED PANEL MAX. T' EXPOSURE COLOR AS SELECTED BY ARCHITECT. (FACTORY PRIMED AND 16T COAT / FINISH COAT APPLIED IN FIELD) STANDING AND TRIM 110AR05. "AZEK• TRIM BOARDS OR APPROVED EQUAL RUNNING TRIM: (FACTORY PRIMED AND 15T COAT FINISH) COLOR A5 SELECTED BY ARCHITECT SIZES AS FOLLOWS: WINDOW TRIM:IX4 DOOR TRIM: 1X4 CORNER TRIM: iX6 WATEIZTA13LE TRIM: 10 HORIZONTAL BAND T7JM:10 COMICE: 0 FASCIA WITH V4' THICK SOFFIT ® ROOFING: ASPHALT THREE-DIMENSIONAL STYLE SHINGLES ( IKO 90 OR EQUAL ). COLOR AS SELECTED BY ARCHITECT. aWINDOWS: EXTRUDED VINYL WINDOWS W/ LOW-E COATED, ARGON FILLED INSULATED GLAZING. MAXIMUM U-FACTOR OF 036. SEE TABLE 5023 OF 2011 THE VERMONT COMMERCIAL BUILDING ENERGY STANDARDS FOR ADDITIONAL REQUIREMENTS. COLOR A5 SELECTED BY ARCHITECT. (SEE WINDOW SCHEDULE, SHEET A620) © EXTERIOR DOORS INSULATED FIDERGLA55 DOOR W/ INSULATED GLAZING. MAXIMUM U-FACTOR OF 037 FOR OPAQUE PORTION OF DOORS AND MAXIMUM U-FACTOR OF 036 FOR GLAZING. SEE TABLES 502.1((1) AND 5023 OF THE 2011 VERMONT COMMERCIAL BUILDING ENERGY STANDARDS FOR ADDITIONAL REQUIREMFMS. (SEE WINDOW SCHEDULE, SHEET A620) COLOR AS SELECTED BY ARCHITECT. ODECKING DECKING SHALL CONSIST OF COMPOSITE MATERIAL, COLOR AS SELECTED BY ARCHITECT B9PORCH RAILINGS FIMRGLA95 GUARDRAIL SYSTEM. COLOR AS SELECTED BY ARCHITECT SIDING TYPE - 3. 'CITADEL. STONE' BY'ARRISCRAFT. COLOR AND STYLE AS SELECTED BY ARCHITECT. eti • rLLST ELEVATION - BUILDING 'A' 16 Z O Q W J W Q z Q m T. � a m O X V J zo Lli Z LN g U. Ct" w gc N H O Ln SHEET NUMBER I 0 f �I O H ELEVATION -BUILDING 'B' 1 SCALE: 3 ' = T'-0° DESCRIPTION OF EXTERIOR MATERIALS: �x 5101NG TYPE -1: VINYL LAP SIDING WITH 4 INCH EXPOSURE TEXTURE AND COLOR AS SELECTED BY ARCHITECT. SIDING TYPE - 2: FIBER CEMENT SIDING. 'HARDIESHINGLE' SIDING BY JAMES HARDIE. HARDIE SHINGLE STRAIGHT EDGE NOTCHED PANEL MAX. T' EXF%URE. COLOR A5 SELECTED BY ARCHITECT. (FACTORY PRIMED AND 15T COAT / FINISH COAT APPLIED IN FIELD) STANDING AND TRIM DOARDS. "AZEK" TRIM 80ARD5 OR APPROVED EQUAL RUNNING TRIM: (FACTORY PRIMED AND 15T COAT FINISH) COLOR A5 SELECTED BY ARCHITECT 5IZE5 A5 FOLLONS: WINDOW TRM: 1X4 DOOR TRIM:IX4 CORNER TRIM: W WATERTA13LE TRIM: DO HORIZONTAL BAND TRIM: IXB CORNICE:10 FASCIA WITH V4" THICK SOFFIT ROOFING: ASPHALT THREE-OIMEN510NAL STYLE SHINGLES ( IKO 80 OR EQUAL). COLOR AS SELECTED BY ARCHITECT. MNDOWS: EXTRUDED VINYL WINDONS W/ LOW-E COATED, ARGON FILLED INSULATED GLAZING, MAXIMUM U-FACTOR OF OZ5. SEE TABLE 502Z OF =1 THE VERMONT COMMERCIAL BUILDING ENERGY STANDARDS FOR ADDITIONAL REQUIREMENTS. COLOR AS SELECTED 5Y ARCHITECT. (SEE MNDOW SCHEDULE, SHEET A620) EXTERIOR D00R5 INSULATED FIBERGLASS DOOR W1 INSULATED GLAZING. MAXIMUM U-FACTOR OF 0.37 FOR OPAQUE PORTION OF DOORS AND MAXIMUM U-FACTOR OF 035 FOR GLAZING. SEE TADLES 50Z&(), AND 502Z OF THE 20TI VERMONT COMMERCIAL BUILDING ENERGY STANDARDS FOR ADDITIONAL REQUIREMENTS. (SEE WINDOW SCHEDULE, SHEET A620) COLOR AS SELECTED BY ARCHITECT. DECKING DECKING SHALL CONSIST OF COMPOSITE MATERIAL, COLOR AS SELECTED BY ARCHITECT PORCH RAILINGS FIBERGLASS GUARDRAIL SYSTEM. COLOR AS SELECTED DY ARCHITECT SIDING TYPE - 3: 'CITADEL 5T0NE' BY'ARRISCRAFT. COLOR AND STYLE AS SELECTED BY ARCHITECT. R�RM,Ub'TC."1� EL 3UT-10" FIR 7 ELWE EL 370-8 1/2' FIR T F R EL 7 '-T WEST ELEVATION - BUILDING'B' _-__- - L------- r-j z O R SHEET NUMBER s IuII�J3�:�li� cam. 1 SOUTH_EDLEVATION - BUILDING V DESCRIPTION OF EXTERIOR MATERIALS: El SIDING TYPE -1: VINYL LAP SIDING WITH 4 INCH EXPOSURE. TEXTURE AND COLOR AS SELECTED BY ARCHITECT. SIDING TYPE - 2: FIBER CEMENT SIDING. "HARDIESHINGLE" 51DING BY JAMES HARDIE. HARDIE SHINGLE STRAIGHT EDGE NOTCHED PANEL MAK ?'EXPOSURE- COLOR AS SELECTED BY ARCHITECT. (FACTORY PRIMED AND 15T COAT / FINISH COAT APPLIED IN FIELD) STANDING AND TRIM BOARDS. "AZEK" TRIM BOARDS OR APPROVED EQUAL RUNNING TRIM: (FACTORY PRIMED AND 15T COAT FINISH) COLOR A5 SELECTED BY ARCHITECT SIZES AS FOLLOWS: WINDOW TRIM: 1X4 DOOR TRIM: 1X4 CORNER TRIM;1XG WATERTABLE TRIM:1X8 HORIZONTAL BAND MM:10 CORNICE Ab FASCIA WITH 1/* THICK SOFFIT ® ROOFING: ASPHALT THREE-DIMENSIONAL STYLE SHINGLES ( IKO 90 OR EQUAL). COLOR AS SELECTED BY ARCHITECT. MNDOWS: EXTRUDED VINYL WINDOWS W/ LOW-E COATED, ARGON FILLED INSULATED GLAZING. MAXIMUM U-FACTOR OF OM. SEE TABLE 502Z OF 2011 THE VERMONT COMMERCIAL BUILDING ENERGY STANDARDS FOR ADDITIONAL REQUIREMENTS. COLOR AS SELECTED BY ARCHITECT. (SEE WINDOW SCHEDULE, SHEET A620) © EXTERIOR DOORS INSULATED FIBERGLASS DOOR W1 INSULATED GLAZING. MAXIMUM U-FACTOR OF 037 FOR OPAQUE PORTION OF DOORS AND MAXIMUM U-FACTOR OF OZ5 FOR GLAZING. SEE TABLES 502.1(1) AND 502Z OF THE 2011 VERMONT COMMERCIAL BUILDING ENERGY STANDARDS FOR ADDITIONAL REQUIREMENTS. (SEE MNDOW SCHEDULE, SHEET A620) COLOR AS SELECTED BY ARCHITECT. DECKING DECKING SHALL CONSIST OF COMPOSITE MATERIAL, COLOR AS SELECTED BY ARCHITECT PORCH RAILINGS FIBEPGLA55 GUARDRAIL SYSTEM. COLOR AS SELECTED BY ARCHITECT B9 SIDING TYPE - 3 'CITADEL STONE' BY'ARRISCRAFT. COLOR AND STYLE AS SELECTED BY ARCHITECT. E,� 2 WEST ELEVATION - BUILDING'C' Tn, T T 1, 7 Lw ILD Z C m O X tJ J n � Z tV � ri LAJ W CC ILD � N D 0 Ln SHEET NUMBER [cJ I:V77K':156.i1�.1� nNORTH ELEVATION - BUILDING 'A' DESCRIPTION OF EXTERIOR MATERIALS: MSIDING TYPE - is VINYL LAPSIDING WITH 4 INCH EXPOSURE TEXTURE AND COLOR AS SELECTED BY ARCHITECT, OSIDING TYPE - 2 FIBER CEMENT SIDING. "HARDIESHINGLE" SIDING BY JAMS HARDIE. HARDIE SHINGLE STRAIGHT EDGE NOTCHED PANEL MAX, 7" EXPOSURE COLOR AS SELECTED BY ARCHITECT. (FACTORY PRIMED AND 1ST COAT / FINISH COAT APPLIED IN FIELD) STANDING AND TRIM BOARDS. "AZEK" TRIM BOARDS OR APPROVED EQUAL RUNNING TRIM: (FACTORY PRIMED AND 15T COAT FINISH) COLOR AS SELECTED BY ARCHITECT SIZES A5 FOLLOWS: WINDOW TRIM: IX4 DOOR TRIM:1X4 CORNER TRIM: iX6 WATERTABLE TRIM: IX8 HORIZONTAL BAND TRIM: IXB CORNICE Ub FA6OA WITH 1/4" THICK 5OFFIT El ROOFING: ASPHALT THREE-DIMENSIONAL STYLE 5HINGLES ( IKO 90 OR EQUAL ). COLOR AS SELECTED BY ARCHITECT. 31 WINDOWS: DMOED VINYL WINDOWS W/ LOW-E COATED. ARGON FILLED INSULATED GLAZING. MAXIMUM U-FACTOR OF 035, SEE TABLE 5023 OF 2011 THE VERMONT COMMERCIAL BUILDING ENERGY 5TANDA05 FOR ADDITIONAL REQUIREMENTS. COLOR AS SELECTED BY ARCHITECT. (SEE WINDOW SCHEDULE, SHEET A620) © EXTERIOR DOORS INSULATED FIBERGLASS DOOR W/ INSULATED GLAZING. MAXIMUM U-FACTOR OF OX FOR OPAQUE PORTION OF DOORS AND MAXIMUM U-FACTOR OF 0.35 FOR GLAZNG. SEE TABLES 502.1(1) AND 5023 OF THE 2011 VERMONT COMMERCIAL BUILDING ENERGY STANDARDS FOR ADDITIONAL REQUIREMENTS. (SEE MNDOW SCHEDULE, SHEET A620) COLOR AS SELECTED BY ARCHITECT. DECKING SHALL CONSIST OF COMPOSITE MATERIAL, COLOR AS SELECTED BY ARCHITECT iDECKING PORCH RAILING5 FIBERGLA5S GUARDRAIL SYSTEM. COLOR AS SELECTED BY ARCHITECT 5101W TYPE - & 'CITADEL STONE' BYARRISCRAFT. COLOR AND STYLE AS SELECTED BY ARCHITECT. \ BEAST ELEVATION - BUILDING 'A' ITT a a: O x u J c (� Z Lti 5 r-i W W J a F— D O () SHEET NUMBER A202A NOR. RTH ELEVATION - BUILDING 'B' DESCRIPTION OF EXTERIOR MATERIALS: SIDING TYPE -1: VINYL LAP SIDING WITH 4 INCH EXPOSURE. TEXTURE AND COLOR AS SELECTED BY ARCHITECT. 5101W TYPE - 2: FIBER CEMENT SIDING. "HARDIE5HINGLE" SIDING BY JAMES HARDIE. HARDIE SHINGLE STRAIGHT EDGE NOTCHED PANEL MAX 7" DIPOSUIRE COLOR AS SELECTED BY ARCHITECT (FACTORY PRIMED AND 15T COAT I FINISH COAT APPLIED IN FIELD) OSTANDING AND TRIM BOARDS. "AZEK" TRIM BOARDS OR APPROVED EQUAL RUNNING TRIM: (FACTORY PRIMED AND 15T COAT FINISH) COLOR AS SELECTED BY ARCHITECT SIZES AS FOLLOWS: WINDOW TRIM: IX4 DOOR TRIM: W CORNER TRIM: IX6 WATERTABLE TRIM: IX8 HORIZONTAL BAND TRIM: 1X8 CORNICE: DO FASCIA WITH W THICK SOFFIT ® ROOFING. ASPHALT THREE-DIMENSIONAL STYLE SHINGLES ( IKO 90 OR EQUAL). COLOR AS SELECTED BY ARCHITECT. WINDOWS: EXTRUDED VINYL WINDOWS W LOW-E COATED, ARGON FILLED INSULATED GLAZING. MAXIMUM U-FACTOR OF 035. SEE TAM 5023 OF 20M THE VERMONT COMMERCIAL BUILDING ENERGY STANDARDS FOR ADDITIONAL REQUIREMENTS. COLOR AS SELECTED BY ARCHITECT. (SEE WINDOW SCHEDULE, SHEET A.620) © EXTERIOR DOORS INSULATED FIBERGLASS DOOR W/ INSULATED GLAZING. MAXIMUM U-FACTOR OF 037 FOR OPAQUE PORTION OF DOORS AND MAXIMUM U-FACTOR OF 035 FOR GLAZING. SEE TABLES 502.1(1) AND 5023 OF THE 20T I VERMONT COMMERCIAL BUILDING ENERGY STANDARDS FOR ADDITIONAL RE.(k11REMENTG. (SEE WINDOW SCHEDULE, SHEET A620) COLOR AS SELECTED BY ARCHITECT. PECKING SHALL CON5I5T OF COMP051TE MATERIAL, COLOR AS SELECTED BY ARCHITECT iDECKING PORCH RAILINGS FIBERGLASS GUARDRAIL SYSTEM. COLOR AS SELECTED BY ARCHITECT SIDING TYPE - 3: 'CITADEL STONE' BY'ARRISCRAFT'. COLOR AND STYLE AS SELECTED BY ARCHITECT. I H G �.DIN(i HEIGHT 7 EAST ELEVATION - BUILDING 'B' T T T i 0 z +n Z 0 f'- Q W -.j W 0 _Z J_ m SHEET A202 B DATE: 2 � 04� � Q6 Q7 8 Q9 c � A 6 C c X W_ e-S W F - C7 a J Q iy J J W W 5 o Q S N G Z H m I � m _„a GARAGE FLOOR PLAN 1 is 116 V-0- PROJECT N 1303 SHEET NUMBER A101 DATE:7/30/2013 1 1T-9" '-11/2" tb'-0" '-11/2" 21'-11/2" —� 22'-61/z'.-------- 1a 1 2 I I 10 6Q Q7 8 9 <g 1 '-101/2^ c � _ 21'-11/2" - 18'-O" 21'-1 Vi" 21'-110 1T-8" z-0 z-0 17-101/2" -- _ 8'-11" — 18'-01 _ 1 29- 1/2" -- ----- 10'-2' _ 22-61/2" 17-01/2" A 2 4 - l Q LIVING LIVING P N I � BEDROOM 5EDROOM - ___ LIVING DINING LIVING/DINING LIVING -- c Y-- o KITCHEN Q --�KITCHEN -- - — -- ---- W.I.C. I I "KITCHEN ,< <; KITCHEN ________DINING uPDINING UP13 3 BPTH 1pj KIT HEN uPDINING I ------------ UP UP --- -- --- ----- -- --- ------- T ------- �--- --- --- uP UP --- -----� •--- ui DINING UP KITCHEN KITCHEN < uP DINING KITCHEN `� KITCHEN ; J , , DN Z J a -- g I , I I , a W4 O - KITCHEN - "� C b KITCHEN O O Z O gg LIVING PINING LIVING/DINING LIVING DINING DINING LIVING W6 W � H = OG F— � C LL O of LIVING LIVING H Z --- - m - CV 17-101/2" - _-- 8'-11" 19'-01 -1" 22 2" 9'-11"_ 17-101/2" ' O _ N 2' O" 21 iT-9" 21'-1 1/2" 18'-0" _ _ 21'-1 1/2" 21'-1 V2" iT- 2 -0' 1 -101/2 2'-0" ¢ s I I i 1 FIRST FLOOR PLAN SCALE� L R PROJECT 4 1303 SHEET NUMBER A102 _v-- DATE:S/8/2013 1 2 IA 1 \I( o� A B C z o� c 2 1- o t of D E w J � tl. GC r ' V F w C7 J : 'Q w Z x O 0 %1 0 N z G o z H I I3 ia SECOND FLOOR PLAN J. SCAIF,. 9 15' 1' v as v s PROJECT # 1303 SHEET NUMBER A103 DATE: 5/8/2013 1 -101/z° 21'-1 7/2"- 1T-101/2" 1T-41 211 /2—_—__20'-101/2" iT-101/2" BEDROOM I U i 1 BEDROOM I � I BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM UN � ON LIVING DN � N CLOSET CLO5E7 ---- BATH W.I.C. ; ON I --- ON -- CLO'J-ET - - ---- - W.LC. I ip � BEDROOM -- '- i I I tAUNDKY Z �� I�-1 � BATH BATH IAUN02Y KI CHEN DINING BATH ---- I BEDROOM �' I BATH BATH BATH fi � BEDROOM z �� � BATH --- Z � � � C�� U�UND�R1' -� -- BEDROOM � � W.LG i ON ON I I W.LC. i ON ON i W.LC. � � -- , CLOSET BATH _ _�I � _EL��r � BATH UN � ON —ON � uN- I I BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM � BEDROOM I I I I BEDROOM I iT-41 21'1T-101/2" 1T-9" 18'-0" — 21'-11/2" 21'-11/2" 1T- ' BED \05 A IBM li �. j CoaP MaIL Tfe`.;r{,E::::• +EufG LA Amc I -IYPI Mal L IIvW Mail. c 2 EufG Rhpj MULCHED BED Rh ' + CoaP Amc CoaP Hav TYPICAL Hyab Ehc ufG i' R IIVB hpj RhcL LAWN REufG IIvJ III TYPICAL ��' 30' DEI'lli PLANTIN . ;:;:j;7!I!?%.•;: MIX-2PARTS \ 2 GIW MLR.CHED BED TOPSOB,1 PART E - \ TYPICAL COMPOST M TI IFSE LANDSCAPE \ AREAS SPECIFICATIONS \ \ PipFA \ .}.:::::::: Amc I. P.PM NAMES INDCARD 91AJ1 COMRY WRH'9TANDMDIZ[D \ PLANT NAMCY AS ADD HOO TTIe I. [ONION OP TH[ N Iot STO \ JOINT COMMI9510N Of nORTILUITUFE NOM[NCUTIRC. PROVIDE STOCK OF HORTICULTURE NOM[NGAIURE. PPOV10[ STOCK TRUE iO BOTANICAL NMI[ \ \ avD ILG1sLrTAGGeO. \ - 2.COMnrWTH5121NGANDWUWNGSTANDARDSOFTHE-ED—OF \ + Rh MIERILAN STANDARDS POR NUR9[RY9TOLK'. \ 9. NL fUNT99nN1K NUR9CRYGROWN. \ ThoT 4. PROVIDE PUNT91YnrI1 Or THEIR MAND VNUCWTH \ NO"4M, OCN9CLY DCV60RD BRNNCX. C9 AND VIGOROUS, 11RW9 \ ROOT SYSTEM. \ ]. C(MITRPOTOR SHALL CONTACT W109(M ARCHIILCT 5. PROVIDE ONLY 9U.., HEALTH,, .1160RW9 MNT9, PRCC PROM TO IN9PtCI NL FWlT AMTCwM ON SRC TO RMEW OUAUtt. \ OERC19. 01so THE KNOTS, 9UN9CAID 1N, -NI 1- CRAG .9, SIR AND VPNCTY B[NRE PUNTING rROCQD9. ABRAMO THAN THE BARK. LROOItED 1,51 19, FD P5 WOUNDS \ \ GREATER mAN 11Ncn IN GNMcraR Insecrs AND G5rw5g. 1 E. Hurt suaBTlrurlorvs Wu x rERMIm01r NJmowzen Br THE \ uND3v,•e AJeTNrrecr ATnecmar 9Durn BURurlGron ARow9r. - \ G. eveRGREen TRee9 snALL a dw(cneD To me GRd1ND. 4 club 7. PROVIDE ONLY FRESHLY DUG PUNTS. 19. IIfI.WTS CANNOT BC PUJRm IMMEDIATELY UFON DEUVTRr. PRORCT WTH \ L WET MT MOb. -MULCH m IN A MAYMR ACURABIE TO THE \ UNDEONME-ITECT. D. Do NOT PRUNE FIANT9 Ex'roRE O[UVSLY. \ 9. PLL PLANI9 SMALL THPN EY URGER THE MINIMUM -1 9P[CIFIEO. 20. 5TA%C PUNT LOCAnON5 AS 5HOM� ON ORAWNG5 BtFORC PLANTING. \ 5096 0f THE FIFTHS SXNL K 1 THE UPPER nMP OF THC RANG[ 9RCIMCD. -NG LOCATIONS ARE 5UBJ[CT TO THE A^w 0- Or 29. rRIJN[ TREL9 AS NECESSARY TO RpAOVI \ UNWCUR MC CT. DUD OR INJURED 1VAGS MID BRA 1,LACE PRDiCCTV[ COVCwNG OVER PUNt3 TRrWSFORTm IN OPEN V[HIQ6 MM[ CUTS JUST OIfT51o[ OF BRA,ICH NCH MAAE 0. COLINC TO PRORCT PROM WNOBURN. 21. NL WORK TO EM IN AO FOII.C[ WTn AM[wCAV A930f Tlgi OF NURSERYMEN 9TMDARD9 FOR MAT[wAL9, INSTAUATON AND 30. MNNTAIN NCw FIANTING AND CONTINUO UNTILNG ACCEPTANCE. I. EALLECI4NC PND B 1J5H1I O M tNM PROMO[ FIRM, HANRAL LE. Or CARTX. MNNTENANLC. MNNTC w To INCLUDES: PRUNING. W ICAL , ION, . MULCHING, CRACKW OR MUSHROOM-911PRD dW9 ARC UNALCCPIABIE. RC9CTTNG TO nNSn GRSOC AND VCRTIGLL Pd'RION. WSIORIN6 MM 22, DIG HOGII AT AOEPNI TORE TOPOPROOT,INTO9WHRY AHOY[ 9NIC[R9. I2. CONTNNFOEW UN STOCK TIME SHALL HAVE BEEN GRGWN IN C(MITNNR MNISH GWOC MD TWCC MC OIMI[RR Or THE ROOT BNL, T"OLD ENT IL CGE OP TMC POND ROOT SYSTEM TO HAVE LMLdTp 31. CORRECT OER NT WORT A9 SOON A9 P0591dt AFttR DEPIGBIG[9 TO 5t I RS 901E NTNHI flN FlRM ANO WHOIE. FUNF� SHALL N[1111[R BE 23. 9n FUNT9 G[NRY IN FT 90 TRUNKS ARE 9TRAN:nT. BECOME APFAR[NT AND WIATHER AD SPASON FfwAR. Loose w moR coNruneR NOR ror eourv0. 24. HALE TOPSOIL MLY IN FR AND COMPACT. WHM MOIL 19 NEARLY fIUW 32. REMOVE AND IMMCDIATTO R UN5k NL CTOW DETZ11IMINEDTHE BY THE 13. SHD HEIG ND SMALLn IN THE H NT LET TH[RCOUIR[MLYT9 FOR9PRFLA EI­TEMND ROUTION,WRE.WNOOt OP nOIE. SURD 4IN.SNICCR CDGC LWDH.IN5RNUUTIO10B[UN9ATI9fILTORY DUWNGIM[INRIAL PNO NIGHT ACCE-DIN TH[I'IAM U9i. SINGLE STEMMED ORTn1n,JAMS BEYOND OtCAVATION. WATER THORWGLY AGNN. PLWTING IN9TAVATION. WILL NOT B[ ACCEPRD. 25. Cut TOP ON, I EM WR[ ROOIBNL F EL rW0 f0.D TO BOTTOM TO 99. MOTIF TIME L CCMFUPe PRCXITe N TO 1N5r[LT THE WORK D. OR I4. TIME Or PWfTIN6 - APwI 15TH TD OCIOKR 15TH. IXCAVATION, REMOVE 1YX THIRD @ &JRUP WRPPPIN6 AND Po.D TO BOTTOM SUBSTANTIPL COMRLTION. WHEN INSPCGTION IS APPROVED, TnE 5, INCD STARIWOK. REPORT ANY DPCLT9 ON THE SITESUCH f3 BOITOM OP VC VATION. OwVatS R[PRE9[NTATIVE WLL CONIMW WTH w N PLCCPINJCC. NCORRECT GRADIPDING. TO TMC UND9LAR ARLHUYCT. LOMM[NC THE OF 34. THE IN A HENLR L9 N DPON51BiE TO GUARANRN NL PUNT MAT[RIM 1RORR BY THE CONTRACTOR SHALL INDICATE e F ALCPPTANLE Of THE 24. M VC XAROAOOD 9TMf9 I' MONO C%CAVATION, n[ ARBORTI[ 9TNDNG TO BE IN A nEMTtt AND FLOIJRL5111NG CONGTION POR A PLwOD OP -T TO BE POF AND X[ 9XNL ASSUME FULL RE9PON91BIDTY MAT[wM TO 9TMD MD WWP OVER TOP OP ROOT BVL WTM ONC TWO YEARS PROM TXC OAT[ M WRIITM AOCCRM'C[, foRrne woRK a n.wr1NG. TWST ARouNo ME— 93. REPIACEMCNI9 SXP11 CLOSET MATCH ADJACENT PIMTs OF THE SAME 16. I IEN OJ NI91NGLAT A al OT BAN IN N PITID. IP -. D0 TONS 27. MULGI TR[E9 AND WANTING BC09 WHIN 4B XWRS OF PIPMING. ^J[LIE9. ARL[NCOU FLATHAT ARE NOT 95UNONTH[DRAWNW, DO NOT P SELECTED WTn nN T! PCRAnoNS UNTIL THE Wi09CPR ARLHIIECT aB. SATURATE INSTAL To IN WRn WATER OUwNG MNNRNACE RWOO A9 36. Co 0T To THE R[PVO[ rN1LD O0. UN9An5fACTORY PUNTS AT n0.9 99.CCIeO MT[RINiE nMa LOCAnONS. OFTEN A5 N[LE55MT TO INSURE PROPER SOIL M019TIJRE. NO L09T TO THE DY/N[lt P L A N T L 1 S T Shade Trees KEY QU SCIENTIFIC NAME COMMON NAME SPEC AcfB 5 Acer x freemanii'Celzam' Celebration Maple 2.5 - 3" cal.. B&B Aeh8 2 Aesculus hippocastanum'BaumaniP Baumann Horsechestnut 2 - 2.5" cal.. B&B GibA 4 Ginko biloba'Autumn Gold' Autumn Gold Ginko 2 - 2.5" cal., B&B GibM 2 Ginko biloba'Maavar' Magyar Ginko 2 - 2.5" cal., B&B GibP 4 Ginko biloba'Princeton Sentry' Princeton Sentry Ginko 2 - 2.5" cal., B&B Qub 4 Quercus bicolor Swamp White Oak 2 - 2.5" cal., B&B Qui 2 Quercus imbricaria Shingle Oak 2 - 2.5" cal., B&B Quru 4 Quercus rubra Red Oak 2 - 2.5" cal., B&B Soj 1 Sophora japonica Japanese Pagoda Tree 2 - 2.5" cal., B&B Tie 2 Tilia euchlora Crimean Linden 2 - 2.5" cal., B&B UIaP 2 Ulmus americana'Princeton' Princeton American Elm 2 - 2.5" cal., B&B Flowering & Evergreen Trees KEY QU SCIENTIFIC NAME COMMON NAME SPEC _Acps 5 Acer pseudosieboldiana Korean Maple 6-7 fL Amc 15 Amelanchiercanadensis ShadblowServiceberry 6-7ft. Malt. 7 Magnolia x loebneri'Leonard Messel' Leonard Messel Maanolia 5-6 ft. MasR 4 Magnolia stellata'Roval Star' Royal Star Magnolia 5-6 ft. PipFA 6 Picea pungens'Fat Albert' Fat Albert Spruce 6-7 ft. SymP 4 Syringe meyeri'Pelibin' Dwarf Korean Lilac Tree Form 2-2.5 in.. B&B Thot 1 Thuia occidentalis'Technv' Techny Arborvitae 5-6 ft. 411- -1 LCH -00NOT SHRUBarMOUND MN tWV PMTE IXLAVATEO 90 L AND ONE PART 000 WA51C DISTRLT COMPOST M ]FPROVCD roUAL -1 To REMOVE NR POC%R9WATER T11-1HLr.SECTION NOTES REMOVE NL NURSERY TA69, POPE 9TwNG, AND'U NG PRIOR TO PUNTING TO PRMNT G RDUNG. 2. PUNT SHRUB 50 THAT TW CP RCOT "A L a DUCH-- TiE MN15HED GRAD[. 3. SHRUBS 5MA1 ME GUAWNEED FOR A MIUM OF TWO Y APIER PVNIT". DETAIL OF PLANTED SHRUB Not to scale Tr DEFM G �2R�1� 2 PARTS T IPA T TecC MPOSi AREAS. r . Rho 2 °u I JIG RhcE Hav LAWN I TYPICAL -2R 7EI C a Rh MULCIIED BaD all TYPICAL 2 h A LAwN TYMCAL 30' DEEM PLANIAI 2 PARTS TOPSOB-1 PART PipFA \ \ \ 4 GibP \ \ v NORTH 51 / 5 EufG \ 0 ao' 80' 40' graphic scale OLANDSCAPE PLAN ILL = 20'-0" Coop flIVB INS rEufG I r2 CaaP T AxaoRr¢ GRccN rur woaery rOLYrROPY1LNE STANNG MATDUM-9M IN. M. 900 LB. BRIM STRENGTH zm Tn FASTEN ARBORTR TO STAKES, WRAP OVER ROOT BALL TO KEfP TREE PROM ROCwNG fORM V SAUCER (q rxrx rL NLDwDoO sTA%es DwveN (MIN. I "I F., INTO SUB GRAD[ MCILTO BACRFILLING T. DECIDUOUS TREES TO FI'MIDE G I CLEARANCE ADJAflNT TO NDEWALCS MID PARKING ARPA9 !- PWMB TREE TRUNK S. MMUC. - DO NOT -,-No MOUNOM K - F N15H GRADE CUI AND BEND SOILMIX- 01LAND DECK IJ�• CHMNEJ 9OL AND ONe'1 FEEL 1IJIa of FROM Cnlrt[ND[n 90UD WASTE OISIRILT TOP I/9 OP ROOlBPJ1 coMrosr oR AmiDT� EauM AMr ro ReMove NR rocxm 4 BRrM APART EDGE Dr WAILR THOROUGHLY. [XCAVAHON W/SnGVR rUNT M W OM UNd9TURB[D 501E 2%6VL DIA. 9tCTION MTR@ 90. Tp Of ROOT rLVtE IS 9UGHRY ABOVE THE nN1511 GRADE. 2, G AS REQUIRED ONLY IN 11UATION5 WHCR[ 1R[ES WILL B[ 9UBJCCRO TO WNW coNGrlaus AB DercwNwcD Brme r%aeer urvoSCAre AJTcnnecr. 3. TREe3 5HML BE GUARANTEED"A MOO OF 1WO YEVC9 APT[R-ING. 4. IXAMINC ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROFC. 5MNG AND 51.11EXHOR TAFE FwOL TO MIRING TO FREVCNT G EEUNG. DETAIL OF PLANTED TREE Not to scale EufG RhcA - RhcA Hyab r Amc BUILDING C _�.� � Iymp Rh A EufG EufG %lLI' , �I lAP !_� • I IIvW r EufG 2 EufG �V�oaA Rh y, r pj LIN.., +� + 2 + LAWN 4 Quru TYI'IL-AI S 8 4 GibA KEY QU SCIENTIFIC NAME COMMON NAME SPEC CoaP 30 Cornus alternifolia'Prairie Fire' Prairie Fire Red Twig Dogwood 2 gal. CosA 2 Cornus stolonifera'Arctic Fire' Arctic Fire Red Twig Dogwood 50.1 EufG 59 Euonvmus fortuneii vegetus'Green Lane' Green Lane Wintercreeper 2 gai. Hav 12 _ Hamamelis vernalis Vernal Witchhazel 5-6 fL Hyab 15 Hvdranaea arborescens'Slue Billows' Blue Billows Hydrangea 3 pal. Hval 8 Hvdranaea arborescens'Invincible Spirit' Invincible Spirit Hydrangea 1.5 pal. HymE 5 Hydrangea macrophvlla'Endless Summer Twist & Shout' Twist & Shout Hydrangea 7 gal. IIVB 7 Ilex verticillata'Berry Heavy' Berry Heaw Winterberry 3 gal. - IIVJ 2 Ilex verticillata'Jim Dandy' Jim Dandy Winterberry 3 gal. IIvW 4 Ilex verticillata'Winter Red' Winter Red Winterberry 8 gal. Sail' 5 Salix Inteara'Flaminao' PLORinNUManese Willow 3 gal. RhcA 19 Rhododendron catawbiense'Album' White Flowering Catawba Rhododendron 3 gal. RhcE 11 Rhododendron catawbiense'English Roseum' English Rose Flowering Rhododendron 3 gal. Rhpi 16 Rhododendron'PJM' PJM Rhododendron 5 gal. TacC 5 Taxus cuspidata'Capitata' Pyramidal Upright Japanese Yew 4-5 ft. al tE AUG 2 3 10163 tT� 1303 City of So. L-1 DATE:8/22/2013 KEY QU SCIENTIFIC NAME COMMON NAME SPEC AcfB 5 Acer x freemanii'Celzam' Celebration Maple 2.5 - 3" cal.. B&B Aeh8 2 Aesculus hippocastanum'BaumaniP Baumann Horsechestnut 2 - 2.5" cal.. B&B GibA 4 Ginko biloba'Autumn Gold' Autumn Gold Ginko 2 - 2.5" cal., B&B GibM 2 Ginko biloba'Maavar' Magyar Ginko 2 - 2.5" cal., B&B GibP 4 Ginko biloba'Princeton Sentry' Princeton Sentry Ginko 2 - 2.5" cal., B&B Qub 4 Quercus bicolor Swamp White Oak 2 - 2.5" cal., B&B Qui 2 Quercus imbricaria Shingle Oak 2 - 2.5" cal., B&B Quru 4 Quercus rubra Red Oak 2 - 2.5" cal., B&B Soj 1 Sophora japonica Japanese Pagoda Tree 2 - 2.5" cal., B&B Tie 2 Tilia euchlora Crimean Linden 2 - 2.5" cal., B&B UIaP 2 Ulmus americana'Princeton' Princeton American Elm 2 - 2.5" cal., B&B Flowering & Evergreen Trees KEY QU SCIENTIFIC NAME COMMON NAME SPEC _Acps 5 Acer pseudosieboldiana Korean Maple 6-7 fL Amc 15 Amelanchiercanadensis ShadblowServiceberry 6-7ft. Malt. 7 Magnolia x loebneri'Leonard Messel' Leonard Messel Maanolia 5-6 ft. MasR 4 Magnolia stellata'Roval Star' Royal Star Magnolia 5-6 ft. PipFA 6 Picea pungens'Fat Albert' Fat Albert Spruce 6-7 ft. SymP 4 Syringe meyeri'Pelibin' Dwarf Korean Lilac Tree Form 2-2.5 in.. B&B Thot 1 Thuia occidentalis'Technv' Techny Arborvitae 5-6 ft. 411- -1 LCH -00NOT SHRUBarMOUND MN tWV PMTE IXLAVATEO 90 L AND ONE PART 000 WA51C DISTRLT COMPOST M ]FPROVCD roUAL -1 To REMOVE NR POC%R9WATER T11-1HLr.SECTION NOTES REMOVE NL NURSERY TA69, POPE 9TwNG, AND'U NG PRIOR TO PUNTING TO PRMNT G RDUNG. 2. PUNT SHRUB 50 THAT TW CP RCOT "A L a DUCH-- TiE MN15HED GRAD[. 3. SHRUBS 5MA1 ME GUAWNEED FOR A MIUM OF TWO Y APIER PVNIT". DETAIL OF PLANTED SHRUB Not to scale Tr DEFM G �2R�1� 2 PARTS T IPA T TecC MPOSi AREAS. r . Rho 2 °u I JIG RhcE Hav LAWN I TYPICAL -2R 7EI C a Rh MULCIIED BaD all TYPICAL 2 h A LAwN TYMCAL 30' DEEM PLANIAI 2 PARTS TOPSOB-1 PART PipFA \ \ \ 4 GibP \ \ v NORTH 51 / 5 EufG \ 0 ao' 80' 40' graphic scale OLANDSCAPE PLAN ILL = 20'-0" Coop flIVB INS rEufG I r2 CaaP T AxaoRr¢ GRccN rur woaery rOLYrROPY1LNE STANNG MATDUM-9M IN. M. 900 LB. BRIM STRENGTH zm Tn FASTEN ARBORTR TO STAKES, WRAP OVER ROOT BALL TO KEfP TREE PROM ROCwNG fORM V SAUCER (q rxrx rL NLDwDoO sTA%es DwveN (MIN. I "I F., INTO SUB GRAD[ MCILTO BACRFILLING T. DECIDUOUS TREES TO FI'MIDE G I CLEARANCE ADJAflNT TO NDEWALCS MID PARKING ARPA9 !- PWMB TREE TRUNK S. MMUC. - DO NOT -,-No MOUNOM K - F N15H GRADE CUI AND BEND SOILMIX- 01LAND DECK IJ�• CHMNEJ 9OL AND ONe'1 FEEL 1IJIa of FROM Cnlrt[ND[n 90UD WASTE OISIRILT TOP I/9 OP ROOlBPJ1 coMrosr oR AmiDT� EauM AMr ro ReMove NR rocxm 4 BRrM APART EDGE Dr WAILR THOROUGHLY. [XCAVAHON W/SnGVR rUNT M W OM UNd9TURB[D 501E 2%6VL DIA. 9tCTION MTR@ 90. Tp Of ROOT rLVtE IS 9UGHRY ABOVE THE nN1511 GRADE. 2, G AS REQUIRED ONLY IN 11UATION5 WHCR[ 1R[ES WILL B[ 9UBJCCRO TO WNW coNGrlaus AB DercwNwcD Brme r%aeer urvoSCAre AJTcnnecr. 3. TREe3 5HML BE GUARANTEED"A MOO OF 1WO YEVC9 APT[R-ING. 4. IXAMINC ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROFC. 5MNG AND 51.11EXHOR TAFE FwOL TO MIRING TO FREVCNT G EEUNG. DETAIL OF PLANTED TREE Not to scale EufG RhcA - RhcA Hyab r Amc BUILDING C _�.� � Iymp Rh A EufG EufG %lLI' , �I lAP !_� • I IIvW r EufG 2 EufG �V�oaA Rh y, r pj LIN.., +� + 2 + LAWN 4 Quru TYI'IL-AI S 8 4 GibA KEY QU SCIENTIFIC NAME COMMON NAME SPEC CoaP 30 Cornus alternifolia'Prairie Fire' Prairie Fire Red Twig Dogwood 2 gal. CosA 2 Cornus stolonifera'Arctic Fire' Arctic Fire Red Twig Dogwood 50.1 EufG 59 Euonvmus fortuneii vegetus'Green Lane' Green Lane Wintercreeper 2 gai. Hav 12 _ Hamamelis vernalis Vernal Witchhazel 5-6 fL Hyab 15 Hvdranaea arborescens'Slue Billows' Blue Billows Hydrangea 3 pal. Hval 8 Hvdranaea arborescens'Invincible Spirit' Invincible Spirit Hydrangea 1.5 pal. HymE 5 Hydrangea macrophvlla'Endless Summer Twist & Shout' Twist & Shout Hydrangea 7 gal. IIVB 7 Ilex verticillata'Berry Heavy' Berry Heaw Winterberry 3 gal. - IIVJ 2 Ilex verticillata'Jim Dandy' Jim Dandy Winterberry 3 gal. IIvW 4 Ilex verticillata'Winter Red' Winter Red Winterberry 8 gal. Sail' 5 Salix Inteara'Flaminao' PLORinNUManese Willow 3 gal. RhcA 19 Rhododendron catawbiense'Album' White Flowering Catawba Rhododendron 3 gal. RhcE 11 Rhododendron catawbiense'English Roseum' English Rose Flowering Rhododendron 3 gal. Rhpi 16 Rhododendron'PJM' PJM Rhododendron 5 gal. TacC 5 Taxus cuspidata'Capitata' Pyramidal Upright Japanese Yew 4-5 ft. al tE AUG 2 3 10163 tT� 1303 City of So. L-1 DATE:8/22/2013 _Acps 5 Acer pseudosieboldiana Korean Maple 6-7 fL Amc 15 Amelanchiercanadensis ShadblowServiceberry 6-7ft. Malt. 7 Magnolia x loebneri'Leonard Messel' Leonard Messel Maanolia 5-6 ft. MasR 4 Magnolia stellata'Roval Star' Royal Star Magnolia 5-6 ft. PipFA 6 Picea pungens'Fat Albert' Fat Albert Spruce 6-7 ft. SymP 4 Syringe meyeri'Pelibin' Dwarf Korean Lilac Tree Form 2-2.5 in.. B&B Thot 1 Thuia occidentalis'Technv' Techny Arborvitae 5-6 ft. 411- -1 LCH -00NOT SHRUBarMOUND MN tWV PMTE IXLAVATEO 90 L AND ONE PART 000 WA51C DISTRLT COMPOST M ]FPROVCD roUAL -1 To REMOVE NR POC%R9WATER T11-1HLr.SECTION NOTES REMOVE NL NURSERY TA69, POPE 9TwNG, AND'U NG PRIOR TO PUNTING TO PRMNT G RDUNG. 2. PUNT SHRUB 50 THAT TW CP RCOT "A L a DUCH-- TiE MN15HED GRAD[. 3. SHRUBS 5MA1 ME GUAWNEED FOR A MIUM OF TWO Y APIER PVNIT". DETAIL OF PLANTED SHRUB Not to scale Tr DEFM G �2R�1� 2 PARTS T IPA T TecC MPOSi AREAS. r . Rho 2 °u I JIG RhcE Hav LAWN I TYPICAL -2R 7EI C a Rh MULCIIED BaD all TYPICAL 2 h A LAwN TYMCAL 30' DEEM PLANIAI 2 PARTS TOPSOB-1 PART PipFA \ \ \ 4 GibP \ \ v NORTH 51 / 5 EufG \ 0 ao' 80' 40' graphic scale OLANDSCAPE PLAN ILL = 20'-0" Coop flIVB INS rEufG I r2 CaaP T AxaoRr¢ GRccN rur woaery rOLYrROPY1LNE STANNG MATDUM-9M IN. M. 900 LB. BRIM STRENGTH zm Tn FASTEN ARBORTR TO STAKES, WRAP OVER ROOT BALL TO KEfP TREE PROM ROCwNG fORM V SAUCER (q rxrx rL NLDwDoO sTA%es DwveN (MIN. I "I F., INTO SUB GRAD[ MCILTO BACRFILLING T. DECIDUOUS TREES TO FI'MIDE G I CLEARANCE ADJAflNT TO NDEWALCS MID PARKING ARPA9 !- PWMB TREE TRUNK S. MMUC. - DO NOT -,-No MOUNOM K - F N15H GRADE CUI AND BEND SOILMIX- 01LAND DECK IJ�• CHMNEJ 9OL AND ONe'1 FEEL 1IJIa of FROM Cnlrt[ND[n 90UD WASTE OISIRILT TOP I/9 OP ROOlBPJ1 coMrosr oR AmiDT� EauM AMr ro ReMove NR rocxm 4 BRrM APART EDGE Dr WAILR THOROUGHLY. [XCAVAHON W/SnGVR rUNT M W OM UNd9TURB[D 501E 2%6VL DIA. 9tCTION MTR@ 90. Tp Of ROOT rLVtE IS 9UGHRY ABOVE THE nN1511 GRADE. 2, G AS REQUIRED ONLY IN 11UATION5 WHCR[ 1R[ES WILL B[ 9UBJCCRO TO WNW coNGrlaus AB DercwNwcD Brme r%aeer urvoSCAre AJTcnnecr. 3. TREe3 5HML BE GUARANTEED"A MOO OF 1WO YEVC9 APT[R-ING. 4. IXAMINC ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROFC. 5MNG AND 51.11EXHOR TAFE FwOL TO MIRING TO FREVCNT G EEUNG. DETAIL OF PLANTED TREE Not to scale EufG RhcA - RhcA Hyab r Amc BUILDING C _�.� � Iymp Rh A EufG EufG %lLI' , �I lAP !_� • I IIvW r EufG 2 EufG �V�oaA Rh y, r pj LIN.., +� + 2 + LAWN 4 Quru TYI'IL-AI S 8 4 GibA KEY QU SCIENTIFIC NAME COMMON NAME SPEC CoaP 30 Cornus alternifolia'Prairie Fire' Prairie Fire Red Twig Dogwood 2 gal. CosA 2 Cornus stolonifera'Arctic Fire' Arctic Fire Red Twig Dogwood 50.1 EufG 59 Euonvmus fortuneii vegetus'Green Lane' Green Lane Wintercreeper 2 gai. Hav 12 _ Hamamelis vernalis Vernal Witchhazel 5-6 fL Hyab 15 Hvdranaea arborescens'Slue Billows' Blue Billows Hydrangea 3 pal. Hval 8 Hvdranaea arborescens'Invincible Spirit' Invincible Spirit Hydrangea 1.5 pal. HymE 5 Hydrangea macrophvlla'Endless Summer Twist & Shout' Twist & Shout Hydrangea 7 gal. IIVB 7 Ilex verticillata'Berry Heavy' Berry Heaw Winterberry 3 gal. - IIVJ 2 Ilex verticillata'Jim Dandy' Jim Dandy Winterberry 3 gal. IIvW 4 Ilex verticillata'Winter Red' Winter Red Winterberry 8 gal. Sail' 5 Salix Inteara'Flaminao' PLORinNUManese Willow 3 gal. RhcA 19 Rhododendron catawbiense'Album' White Flowering Catawba Rhododendron 3 gal. RhcE 11 Rhododendron catawbiense'English Roseum' English Rose Flowering Rhododendron 3 gal. Rhpi 16 Rhododendron'PJM' PJM Rhododendron 5 gal. TacC 5 Taxus cuspidata'Capitata' Pyramidal Upright Japanese Yew 4-5 ft. al tE AUG 2 3 10163 tT� 1303 City of So. L-1 DATE:8/22/2013 Not to scale Tr DEFM G �2R�1� 2 PARTS T IPA T TecC MPOSi AREAS. r . Rho 2 °u I JIG RhcE Hav LAWN I TYPICAL -2R 7EI C a Rh MULCIIED BaD all TYPICAL 2 h A LAwN TYMCAL 30' DEEM PLANIAI 2 PARTS TOPSOB-1 PART PipFA \ \ \ 4 GibP \ \ v NORTH 51 / 5 EufG \ 0 ao' 80' 40' graphic scale OLANDSCAPE PLAN ILL = 20'-0" Coop flIVB INS rEufG I r2 CaaP T AxaoRr¢ GRccN rur woaery rOLYrROPY1LNE STANNG MATDUM-9M IN. M. 900 LB. BRIM STRENGTH zm Tn FASTEN ARBORTR TO STAKES, WRAP OVER ROOT BALL TO KEfP TREE PROM ROCwNG fORM V SAUCER (q rxrx rL NLDwDoO sTA%es DwveN (MIN. I "I F., INTO SUB GRAD[ MCILTO BACRFILLING T. DECIDUOUS TREES TO FI'MIDE G I CLEARANCE ADJAflNT TO NDEWALCS MID PARKING ARPA9 !- PWMB TREE TRUNK S. MMUC. - DO NOT -,-No MOUNOM K - F N15H GRADE CUI AND BEND SOILMIX- 01LAND DECK IJ�• CHMNEJ 9OL AND ONe'1 FEEL 1IJIa of FROM Cnlrt[ND[n 90UD WASTE OISIRILT TOP I/9 OP ROOlBPJ1 coMrosr oR AmiDT� EauM AMr ro ReMove NR rocxm 4 BRrM APART EDGE Dr WAILR THOROUGHLY. [XCAVAHON W/SnGVR rUNT M W OM UNd9TURB[D 501E 2%6VL DIA. 9tCTION MTR@ 90. Tp Of ROOT rLVtE IS 9UGHRY ABOVE THE nN1511 GRADE. 2, G AS REQUIRED ONLY IN 11UATION5 WHCR[ 1R[ES WILL B[ 9UBJCCRO TO WNW coNGrlaus AB DercwNwcD Brme r%aeer urvoSCAre AJTcnnecr. 3. TREe3 5HML BE GUARANTEED"A MOO OF 1WO YEVC9 APT[R-ING. 4. IXAMINC ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROFC. 5MNG AND 51.11EXHOR TAFE FwOL TO MIRING TO FREVCNT G EEUNG. DETAIL OF PLANTED TREE Not to scale EufG RhcA - RhcA Hyab r Amc BUILDING C _�.� � Iymp Rh A EufG EufG %lLI' , �I lAP !_� • I IIvW r EufG 2 EufG �V�oaA Rh y, r pj LIN.., +� + 2 + LAWN 4 Quru TYI'IL-AI S 8 4 GibA KEY QU SCIENTIFIC NAME COMMON NAME SPEC CoaP 30 Cornus alternifolia'Prairie Fire' Prairie Fire Red Twig Dogwood 2 gal. CosA 2 Cornus stolonifera'Arctic Fire' Arctic Fire Red Twig Dogwood 50.1 EufG 59 Euonvmus fortuneii vegetus'Green Lane' Green Lane Wintercreeper 2 gai. Hav 12 _ Hamamelis vernalis Vernal Witchhazel 5-6 fL Hyab 15 Hvdranaea arborescens'Slue Billows' Blue Billows Hydrangea 3 pal. Hval 8 Hvdranaea arborescens'Invincible Spirit' Invincible Spirit Hydrangea 1.5 pal. HymE 5 Hydrangea macrophvlla'Endless Summer Twist & Shout' Twist & Shout Hydrangea 7 gal. IIVB 7 Ilex verticillata'Berry Heavy' Berry Heaw Winterberry 3 gal. - IIVJ 2 Ilex verticillata'Jim Dandy' Jim Dandy Winterberry 3 gal. IIvW 4 Ilex verticillata'Winter Red' Winter Red Winterberry 8 gal. Sail' 5 Salix Inteara'Flaminao' PLORinNUManese Willow 3 gal. RhcA 19 Rhododendron catawbiense'Album' White Flowering Catawba Rhododendron 3 gal. RhcE 11 Rhododendron catawbiense'English Roseum' English Rose Flowering Rhododendron 3 gal. Rhpi 16 Rhododendron'PJM' PJM Rhododendron 5 gal. TacC 5 Taxus cuspidata'Capitata' Pyramidal Upright Japanese Yew 4-5 ft. al tE AUG 2 3 10163 tT� 1303 City of So. L-1 DATE:8/22/2013 +� + 2 + LAWN 4 Quru TYI'IL-AI S 8 4 GibA KEY QU SCIENTIFIC NAME COMMON NAME SPEC CoaP 30 Cornus alternifolia'Prairie Fire' Prairie Fire Red Twig Dogwood 2 gal. CosA 2 Cornus stolonifera'Arctic Fire' Arctic Fire Red Twig Dogwood 50.1 EufG 59 Euonvmus fortuneii vegetus'Green Lane' Green Lane Wintercreeper 2 gai. Hav 12 _ Hamamelis vernalis Vernal Witchhazel 5-6 fL Hyab 15 Hvdranaea arborescens'Slue Billows' Blue Billows Hydrangea 3 pal. Hval 8 Hvdranaea arborescens'Invincible Spirit' Invincible Spirit Hydrangea 1.5 pal. HymE 5 Hydrangea macrophvlla'Endless Summer Twist & Shout' Twist & Shout Hydrangea 7 gal. IIVB 7 Ilex verticillata'Berry Heavy' Berry Heaw Winterberry 3 gal. - IIVJ 2 Ilex verticillata'Jim Dandy' Jim Dandy Winterberry 3 gal. IIvW 4 Ilex verticillata'Winter Red' Winter Red Winterberry 8 gal. Sail' 5 Salix Inteara'Flaminao' PLORinNUManese Willow 3 gal. RhcA 19 Rhododendron catawbiense'Album' White Flowering Catawba Rhododendron 3 gal. RhcE 11 Rhododendron catawbiense'English Roseum' English Rose Flowering Rhododendron 3 gal. Rhpi 16 Rhododendron'PJM' PJM Rhododendron 5 gal. TacC 5 Taxus cuspidata'Capitata' Pyramidal Upright Japanese Yew 4-5 ft. al tE AUG 2 3 10163 tT� 1303 City of So. L-1 DATE:8/22/2013 al tE AUG 2 3 10163 tT� 1303 City of So. L-1 DATE:8/22/2013 ---__2_ /� / CIVIL ENGINEERING ASSOCIATES. INC, 10 M4SfElD NEWLVE, S011fR BIMIItlGTON K[6N0 1 I 0}� _ _ +-- — _ eoxm. ms ar emee�nn ..e ....or«e� DE I I I I I I ii I I _.� o - �+-- -+Q ONC. RR..R �VN�-e _ - ACL _ +/` N _ 25 -- - 25+ g I I 5. I CO j I II I X 3�1. �r EYE =�C -+- SI6 K DSM 3 CD' I 'I j 1 0 wPPRo�R 5' WIDE CONCRETE ' \ _ I \ i �\ ' I I m I I i _ I / DSM L SIDEWALK - } — — _._ J / j l / N I / APPLICANT: plpppll ' i I j ' I l SOUTH VILLAGE \ i h I / s+d�� __ i► r o I I' COMMUNITIES, LLC. )+oo z+oo---+--= �' l 1. o o / I �— J \. i v 26' WIDE PAVED ROAD!co _ AW/ OONC. CURB MODIFY CURB i M; i EDGE FOR T -� /; > `20' W P 0 CROSS WALK � ►wDI R 11 26' WIDE PAVED ROAD 4' WIDE GE FOR t _ / CONC. WALKO / K j CO URB r SEGMENTAL BLOCK v i R�wjwwDww�u� II�},,, _ "t 5' WIDE RETE \ C,I, �, f SIDEWALK / I`•• �/ _ � � 1 � � of v'moo v ;6�'�Ioo 4' WIDE CONC. \ (m+J 5' WIDTF/CONC. WALK / I _._7+/m01) LOCATION MAP \\\ 6 EW BIKE RACK --� — _ • �. ` .� I ICAL 3 — NOT TO SCALE A 6 2 �?' ♦ PROJECT TITLE: \ 4' WIDE — \CONC. WALK -CLASS- 3 \ (TYP) III SEGMENTAL BL06K \ - RETAINING WALL i W/HANDRAIL ��� % SPEAR STREET AND \ 18' 'WIDE PAVED ROAD ALLEN ROAD WITH CONCRETE CURB I \ \ _ ` _ SOUTH BURLINGTON, VT \ i Bg1oe0 I I I ,' i 80' WIDE PA PARKING \\ \\` \ I / / LEGEND LOT WITH CONC CURB `\ pgl'fp R fC 4- WIDE CONC. E CAP WATER SHUT-OFF \ \� qTy 4 II � � t 1 � - 11 •�• - V V / 1 �\ 4' WIDE CONC. �V�LK I / HYDRANT 60' WIDE PAVED PARKING 365. / '�` �` GATE VALVE \` I LOT WITH CONCRETE CURB -- ----- ^7� ,/ - i - - \ I I I �\ DUMPSTER ENCLOSURE -� - ' 1 INSTALL OCK RETWNG •I 4' WIDE CONC. WALK \ I I / WITH F NG ALONG REC -) —G— GAS LIGHT ) 4' WIDE CONIC. WALK \ I / 4' WIDE/EON w� %/ �W� WATER (TYP•) \ I I —SS— SANITARY SEWER WITH�CONCRETE CDE PAVED URB \ ' ' =`---ST-•- STORM DRAINAGE SEGMENTAL BLOCK / \ / ,'�/'S5 .7'. I-•-UD-•- UNDERDRAIN RETAINING' WALL / w/+GNDRNL — —E — ELECTRICAL 18' WIDE PAVED 1 / mn c� R=v�on AT ENTRANCE h CU I /' j WITH CONCRETE CUP I / / I \ - /- _ &1&13 DMI/AM Rsv®m =1r= UW e.=ai= R=Y mac. PUR R=aRawR= \�� RAT/ON pq 0 �C/ LOT 50 GRAPHIC SCALE ` ' ♦� i�'' III - l IMPROVEMENTS _ vjo'' PLAN (IN rm) -- -- -- - � J`T�L' yy MAY, 2013 -- -- -- -- -- -- -- -- I -, �' ,, I'-30, C-25.1 / PRRI.N. I �� 13162 - - '-+-• CB 2 I 1 I =1 / V. OU - 56.7 PLANS PREPARED BY: RI 36008 of �. B 3 I O i 1 I CIEMCANEENNG ASSOGATES. Mr- N IN=352. ` - -- _ CDj0� I 1 VIL 10UM ELD17EWL,4K3OuTHBt%L MH,aOM =35 7 \� IN + IM=3 1.5 i I IN IN=35 35- - 3e,,o \ / I'rn i 1 I NV. 0 UT= .8' / ACL w CAACO g I \ I DSM RIM=36 DSM o � �+ TW i o �M�=3 1 INV. IN=3 �.7'(N) �� ,!_ �_ _ i COD APPLICANT: ►�361 p 1 �'� I ' INV. IN=3 66 � /�� M! a C "� ., SOUTH VILLAGE INV, -3 6 , ?', IM=362� 2' i FOUNDATIO y �� p 1 INV. N=355.9'(W COMMUNITIES, LLC. DRAIN ��j� INV.' =356.2'( W CONNECTION �� 1 367 � 1i' 1 INM-3693 1 .4' OUT=355. // LOCATION MAP: 0 may; 0 RIM= 3.92' I �00 00 L �� s° cn CB 50B' 1.0 i 6� Ee r - IM=358.0 \ q� �' +Jea.� �� � +aszo ," / 0'/ I PROJECT TITLE: INV. IIN=353.4I\a.s +„a "� 6 _ x3p I n CB 50D� 36 �o INV. 0IUT=353.31 � IM=360.8 �� 36 CB #}. / N / 50� INV.', 4 ��'�. 369'I a� SPEAR STREET AND RIM=358.1 INV. dUT=356.7 I \ �g% / / I ALLEN ROAD IN�/. IN=353:7 CB �..\ 368 ea, 3Ba C l %� j o SOUTH BURLINGTON,VT B IN V.i OUT=353.� #50E �B #50E 6> ® am -3 $0 I ® ~ LEGEND %IM=364.1 RIM=366.8 �:. 366 ' '�71Ir FouiJDATION / INV. IN=360.1 �� `°� a ! j E= CAP INV =362.8 Vv DO/j N INV. OUT=360.0 � ,` �� '" �i CoNNECTIO \ 1 / Q *& WATER SHUT-OFF 2b�' SLOPE, UTILITY \�� i Jee.e ® HYDRANT LANDSCAPING EASEMENT �� ^� 366 366., ° ® GATE VALVE EX. POkR POLE (TYP.)- 3 -G- GAS �Q6 - -•- , ��_ Tw / 6 - - -W- WATER NO EARTH DISTURBANCE -+-I I I ' • `� +365 0 '' I ii-ry-SS- SANITARY SEWER (THIN 30' OF EX1 POLES JI i/// R MB 36608 `\��� 0) ' I 160 FES 2---ST-•- STORM DRAINAGE (TYP.) I\ �\ 1 -- INV. --Uo-- UNDERDRAIN INV.=362.3 CB 50G � � / # =354./3 -E - ELECTRICAL RIM=365.3 I.s A.it cAFIpp1 INV. IN=361 .1 INV. OUT=361 .0 CB #50H RIM_360.2 INV. IN356.0 CB50J ;/ - VELCO APPROVAL REQUIRED FOR ANY ' INV. OUT=355.9 RIML 58.1 / \ / �.\ USES OR CUT OR FILL WITHIN EASEMENT ,' CB #50K \ ' i ,' LOT 50 RIM43581 INV. �3554.*7 SITE GRADING EX. POWER POLE (TYP.)I PLAN INV. O34.6 RE GRAPHIC SCALE CRFq NO EARTH DISTURBANCE ��WITHIN 30' OF EX. POLES it 0 ' MAY, 2013 �� pgTy (TYP.) - - - - I I , .,. EE17 ��. - �o y, ,'"� I / 1• - 20' C-25.2 I inch = 24 tt. `\,/ 13162 6 2b� SLOPE, UTILITY LANDSCAPING EASEMENT 0 ` e . ' 1 I ii r F� K30.3 TRANFORMER VAULT I �I It _ 11' �- II SMH #22 STA) 9+01 RIM= 369.33 I I , .F INV. IN (6"S)=/ �60.4 INV. IN (4"W)= 360.4 INV. * (8"N)#360X/ INV. BUT (8�)= 360.3 :;3.,/ �•�� SFr � i \' \ G. 4f RE / GRAPHIC SCALE `C IN FEET 0 1 mch = 20 ft 6 PLANS PREPARED BY: 6 "SS CIVIL ENGINEERING ASSOCIATES. INC. ,e �IW. SWTHB,RLMID~. VTI54M aDaaeazva CAM aosaeti4311 - W.v.cxH_ ACL ' S DSM I I�� a i � I � li / SOUTH VILLAGE COMMUNITIES, LLC. LOCATION YAP: SM I PROJECT TITLE: RIM INV INV INV SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT LEGEND E— CAP �f WATER SHUT-OFF HYDRANT ® GATE VALVE —G— GAS —W— WATER —SS— SANITARY SEWER -•-ST-•- STORM DRAINAGE --UD-- UNDERDRAIN —E — ELECTRICAL WTA cdBcam n•vlmort .Is.,a AAY/e¢ AaVAl® Sltt aP� i.MA31 DU IIf•C. P11N AaV•IONB LOT 50 UTILITY PLAN Wi DPARDiG N1I103ER MAY, 2013 C-25.3 PAW. NO. 13162 !APIIIC SCALE ( IN FEET ) w I 1 �h 20 [L O O O Lo CD -00 r I I I I I I I —26' WIDE PAVED ROAD W/ CONC. CURB . y 5' WIDE CONCRETE SIDEWALK a \ kabi ob at, ob1 aba ab b u / 1 So o00&yibi a6, at, obz 1,. :. .1 — s1 __� A 6 ak 0.bu'Oleab,0hi I0 ,b, 0tn 0b 0� atp 42 , alm cb 4�Obi atAit, Aabsabsa���3 62 ak 0YR aIC �' �� f 1��/��. Al and abrA al,1 a \ `�� '•/ � � obl 0 f ab..ab1 ab1 06 obi aabi obI offi 0e" OlNlI _at, ab1 at, 1 i carouR arcs .- 1nD e- aao c- 1.00 D- aw c- a1D obl 5i 3.b1 ai, bl '12 A, r� F �+� - ��. � .g_-- �.�- � �- _ - `�L• I � �� /� LIGHTING LEVEL LEGEND bl ab. ` —A— — 20.0 FOOTCANDLES --B— — — — — 10.0 FOOTCANDLES oh 4 ob abE at? 06 0Fx 6 I ab o t"w Ott a a1 (S, IL, a ----C- ------ 5.0 FOOTCANDLES 1 ----D- -- ----- 1.0 FOOTCANDLES D � 66 --E- - 0.1 FOOTCANDLES48 20' SLOPE, UTILITY \ c, & LANDSCAPING EASEMENT 0 LIGHTING CALCULATION SUMMARY -- IE O%F 01e weNY LlfP2.00 Oe/2]/3019 .51.2x AN \ .;l fb✓ ab Ob` ^. \1 `\` DiMEN9W CRI CR A MAx 55).)5x9299ER We GNE - I .Ee 112.5E 0.00 N/A N/A \ P } O RLl nNO TYPE II (1) U%9P1N0• 9x9PA A-U COM—RED IRON ax A•G1A-U LAME_ (5) N 0701 ST OBS DR F NC g - AWNA U CONTIGUREO K B—A—L-U (,0) 11 e) 0.e5 Pe R UD cN �ers E x RU •x PA N CMFlCURED IRON RICSPA OtA U (5) J) C.AS 9 nRXaPA. A—U —GORED FROM Bx9PA•GIA—U 0) 3701 \ - \ • M�'. (. .Neu 59JSeJ)e..SeFi Bt ; ) 0.0, ae > (9) \``\`` FCRegT/off 8+0� `— _��_ 0. 8q�r 'Po �� ,i J /C 1 -sA 0 I IJ PLANS PREPARED BY: C CIVIL ENGINEERING ASSOCIATES, INC. IOMWEID WWLVK $OM&RCIMGTON, YT OM eDeeea2s9 m emaesaz 1 R M...oxreemR ACL C88c88D DSM —ROM DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. LOCATION MAP: PROJECT TITLE: SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT LEGEND E= CAP Yf WATER SHUT—OFF HYDRANT ® GATE VALVE —G— GAS —W— WATER —SS— SANITARY SEWER —•—ST—•— STORM DRAINAGE --UD-- UNDERDRAIN —E — ELECTRICAL — C88C88D R8v191ON 1.19.19 D9Y/ACL R8Y198D 9TT8 BPIAN 1.89.19 09Y IYL9C. PLAN R8V1910N9 LOT 50 LIGHTING PLAN UATB DRIRDiG NUYBBR MAY, 200 i - 20' C-25.4 Gj 431 Awl 3OFF Ito • �I r ♦. `CURB • �►�� • ,; - ��; ohs • - • � ���� I '�•. _. 7'36 i \ \ (Tyr.) I / 12 GRAPHIC SCALE\� 2,10 N ¢ \\ ... ( IN FEET)\` 1 / 1 inch 20 ft \\ y I/ /A /1 PLANS PREPARED BY CIVIL ENGINESUNG ASSOCIATES. INC. 10ANNSFIEIDYIEWIANE, SOUBTBUBIYIOTON, VT CUM •O2dKa9a9 FAY eaAee�-ant .ab: www.artmm � N ACuw�n L CIRCIRO DSM O —Rom f i DSM APPLICANT: ` SOUTH VILLAGE 17.7 COMMUNITIES, LLC. PROJECT TITLE: SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT LEGEND E= CAP WATER SHUT-OFF HYDRANT ® GATE VALVE -G- GAS -W- WATER -SS- SANITARY SEWER ---ST-•- STORM DRAINAGE -UD- Uf+DERDRAIN -E - ELECTRICAL •n � Asat�on e.fafa mI/sa. �® srra Brun e.sa.fa D®1 IW9C. PLlN R6r1310N9 LOT 50 EPSC i PLAN / / 0A18 ORAII[NC NIII®®i / r / MAY, 2013 1- - 20' C-25.6 I / / raa. No. 13162 ,&I PLANS PREPARED BY: I PARKING SUMMARY LIMIT OF - - - - 1 r ► i I t I THICKENED j { I I ! SIDEWALK ! I I LOT 4A - N 8- I i t I - 8-55 120.00' I I I ' 1 REQUIRED PARKING _ _ _ - - t I i 12 UNITS x 2.25 SPACES/UNIT = 27 SPA ES CONCRETE ! I 1 CIVIL ENGINEERING ASSOCIATES INC. I ! I CUR1 I I IOMMISMDNEWWJE SOUM&RAGION,Vr05403 I h � I II CONDENSER PAD I I eotsezw FAG eozaenn ».n...»..« 0 PROVIDED PARKING (TYP•) o ! iN 1 N' GARAGE PARKING = 19 SPACES i Ln' 1 ACL SURFACE PARKING = 8 CES ! l i 0 0 1 0- CR6CYRD I DSM Cn I TOTAL = 27 ACE z ' i i APPRDV6D r 1 LOT 4B DSM G REQUIRED PARKINco: m ------ 1 APPLICANT: 1 1 12 UNITS x 2.25 SPACES/UNIT 27 PACES a I m ! ----- - - �I 1 -Ln _ SOUTH VILLAGE PROVIDED PARKING: Lw- L0 AB --- _ COMMUNITIES, LLC. GARAGE PARKING - 19 SP E I 51 FHER T — O V.I i / i I SURFACE PARKING = 26S PA ES i 13 I 5.. _ 50 00 -- ----� -- ----- T- _ - - - --- • 1 — i V' PROJECT CONSULTANTS: r § �t REQUIRED PARKING W E = 1 SPACE A IN IL AWE J 7' v�IDE C _ i; .wcNr>Ecr 6' E CONCRETE v Q SIDEWALK INNOVATIVE DESIGN INC. t SIDEWALK 1 3 w BMEI RAC I FAIRFAX, VT. I I TOTAL NUMBER OF P RK G SPACES = 53 I I o f t 1 BUILDING LIGHTING CML ENG/NEER I 1 REQUIRED HANDIA P ACES = 3 (TYP.) 4 I CIVIL ENGINEERING ASSOCIATES I �g S. BURLINGTON, VT PROVIDED = 3 SP E i 0 CO m111119111111 ' ' I (1 VAN ACCESSIB E 2 STANDARD) I — z ! y 1 rRAFF/C EAAGINEER TND ENGINEERING OSSIPEE, NH BLOCK RETAINING WALL j p; I I (REDI ROCK OR APPROVED I - I I I LAnruscavE ARCN�cr ' EQUAL) WITH 42" PICKET I i ��' I DA! SIGN I I ! T. J. BOYLE ASSOCIATES, LLC t 1 FENCE ATOP WALL I t 1 ~ 1, FLIT RE BURLINGTON, VT z DUP EX t l I —_ �89-t55 120-00' — _ — — i I PROJECT TITLE: t -� - - - t , CONCRETE i R CURB k t- SOUTH VILLAGE - - - I - WIDE CON T ' SIDEWALK 5 i I j o SPEAR STREET AND ALLEN ROAD TRASH & RECYCLIN I o ♦ I ' I , ENCLOSURE vl # w O -- SOUTH BURLINGTON, VT o - , I 6'x2' CONDENSER PAD of I o D LEGEND EXISTING ( VIP•) Z II WOODED AREA I o CURRENT CLEARING CAP LIMITS -� i 2 5, WC NCRETE SIDE WATER SHUT-OFF 6' WIDE CONCRETE v _ - - ,1 �HYDRANT SIDEWALK of ® �J I 1 ® GATE VALVE 1 0 W a 7' WIDE N E l i 1 Ed AB SIDE_ ALK W/ `° —G— GAS i' RECEIVED ^ o BIKE' RAC ° 'i I I —W— WATER N al A J� `� —SS— SANITARY SEWER �A— 1 1 2010 1 r LL ifI i FLIT RE I •-ST-•- STORM DRAINAGE 1 AUG 3 I i DU LEX •-UD-•- UNDERDRAIN RACK �, ; i - O 1 I —E — ELECTRICAL 1 City of So. Burlington o' ' i J ! I DAM CID3C1® RRMLRION i al I + I N I I 12-11-OB OSM/ACL REMSED PLAN FOR Lot M SUBMnTAL 1 of O 1-II-f0 OSM/ACl PREPARED NEW 9TE RAN 7-s�10 DSW/JDL lPoM A70 PgNG GARAGES b 3 W h --... 11-10 DSM/ ACL ADDED CONDENSER PADS AND OGHT LABELS 1 'Y 1 4 8-00-10 DSM/ACL REVISED PMNING LOT CID1 ;1 _ - - LOT 4 � -- - _ __- � >� {'- — - -_ �; � -�► i � i _ �� _ '' IMPROVEMENTS _ _ J PLAN 31 + 0-{w}�,}^]ram 1 N 82 24_-44W 120.00' -- ' 00 I ------+ 4: A t V` � I CCRETE _ 30 +— --- DAn DRAnrcNureaR I ON-CURBI- - 1 1 LIMIT OF I _ _ - - _ APRIL, 2008 GRAPHIC SCALE , I { THICKENED _ --------- •,• p =o w ^1 I ! SIDEWALK I ------- --T- --i- 1' - 20' C-13.1 PROZ. ND. + n IN FEET I rE. / 1 — O I l l pl 01243 fu N O O ,-•I O N M 00 I W (J) d M d' (V ,--I O / M N 0 C) rq a --A V a� •O U O Q IZ II - I 11/ I PLANS PREPARED BY: I ,GRAPHIC SALE //II \ i \ LIMIT OF D > I I II ► I n l I I I THICKENE 1 ,• I b m/ I \ I I �I SIDEWALK I I ry / \ I I II 1 VIl I 1 \ ( IN FEET) 1 I I h - 20 IncflI CO CRETE� w w - - - CIVIL ENGINEERING ASSOCIATES, INC -� -+ .. I RIUMMELOVIEWLAW WRHOMMOTON, Vr O&00 .-CUR t� / 6'x2' 'CONDENSER AD I ' r O I i I eoaeeRARBE4.-2M W 1 -w:---•.«.«�,D 1 (� P.) p N 1 6 Dwrn I ' 77.6 I C I ACL 7 3 I _3 I cxac¢an j INV. OUT 3 4 _{ DSM 1' I 1 I j / I I I / i �.1'•j i I i J " J I I I V. O (� APPR D PLAN BC 1372.3 fit I -� I I R RAI ,' - S DSM III 111 1 j I �/ y' j Il j I a T¢ 372. , / J I =M.0 _ I I I R =3 .=C573. I INV 3RR 8 N IN APPLICANT: t i =3 - Tii 50+3 67. NEW OB I .� \'''i,� m _ �, ! IM=376.4 _ RIM=37 1 i a he ® 17.sN� IN=3s I SOUTH VILLAGE INV. IN=363.o �c i t =v! , _ f= COMMUNITIES LLC. INV. OUT=362.9 I e 0. I j ��1 0 }� . � , ,.,.f. I I � 1 00 ,�. -FISHE ` A, / 1 p 6�.�• rc 50 / 15 bb I N i E 1 I 1 - - - - - - _iii _ _ - - - _ PROTECT CONSULTANTS: 1 / is A STONES PAD / I i ,.�'`�I v I r �{ +AciE I 7' VIDE C o cr 6' E CONCRETE ! ! a I SIDEWALK i' J I INNOVATIVE DESIGN INC 00 I / I SIDEWALK I i !J 7.6 h W I BW& RAC �' \ I FAIRFAX, Vr. / II/ In I 15" HOPE \ I 1 ►�i / / BUILDING\ LIGHTING 1 in \ CM ENGINEER ' \ W/ FES=36�.2 / / I ( i I (TYP•) BC 372. \ j CIVIL ENGINEERING ASSOCIATES I I I ( Y \ - 1 a I ` I S. BURLINGTON, VT A ID\ I _. _. ! Z ", I MH 2 - STA Tc 1 / \ / NEW CB I V) R10 367.3 3 e.o 77.6 0 T K o f I I IM-375.4 �'/ArEE/+ / \ / ' / 4 / I -367.6 TND ENGINEERING INV. OUT=363.9 i h3 \ BC 371.1• •-I� C"367.5 INV.�37 ` \ I I 1 1 / / / BLOCK RETAINI G WALL TC 371.6 fi F - - - d 1 0 367. oss/PEE, NH I\ \ 1� j i CB 1- S A 604+ 1 .7 (RED(ROCK OR APPROVED \ � ! � �p�.h \\ s.y � i _ r \ RIM=376.8 j i tAlva�aAPEARMIECr DA SIGN EQU�I� WITH 42" PICKET � I I �� n � I I 1 N= 37 .3 1 1 T. J. BOriEASSOC/ATES, LLC (ENCE ATOP WALL NV. UT=3 .2 L el o i I I I I BURLINGTON, VT NEW CB \ \ ' i - I / I �� I _ FUT RE RIM=370.25 \ l s.z i YARD! D z I DUP EX i II V. IN=363.6 I _ i _ O _ _ _ _ i IM= 78. I / I PROJECT TITLE: III I I l I l / INV. OUT=363.5 ; I B 9 ST4 604 ► I 1 \ INV. N-3 .7 _ I If!1 l I l / i CONCRETE \ 3 1 INV. UT= 6 1 I .. V. O T=37'1 .5 / I / I R � � � SOUTH VILLAGE 1 / / / CURB - i D-.IR- Ro ve"m.. / / / / / ,r v 369.6v i E5 I // / d w I CQ \ ( �r0*1 O I SPEAR STREET AND ► /l Ir /i i �� TRASH c RECYCLIN �w� 3s�.e3 ! + I� _ ALLEN ROAD ENCLOSURE I ��� = n I - SOUTH BURLINGTON, VT i 6'x2' CONDENSER P --/ - I. �. � I I I LEGEND ^0) EXISTING I NP iF WOODED AREA ( I ! - i I YARD DRA E- CAP I _. , i I RIM�379. , I � CURRENT' CLEARING +, I I LIMITS i I � ,- ._i \ INV. 375. / R '� WATER SHUT-OFF I �I 04 D I �P 1 vW I HYDRANT 6' WI CONCRETE � , , w I i \ I / I SIDEWALK i _ _ �' .0 1 * \ i I I II I 1 / / 1 \\ /7' WIDE N E I I � ® GATE VALVE 1 / Y W \ I = SIDEF�MALK W/ I dD I -G- GAS p �w� N i I Bo 37 . ,� A�� i� BIKES RAC I i -W- WATER II r 1 f�. \ I I I / I I I � A v c,a' / I -SS- SANITARY SEWER - i j 001 I 1 1 I y AUG� 201a I i r d w� I of i / FUT RE I I-•-ST-•- STORM DRAINAGE �I it Iv vvv v H1�17 IN i -I vvv v w o _ I j DU LEX I --•-UD-•- UNDERDRAIN Ill tOf1 h eo. r r �il� I /'7I II I R M 5371 -E - ELECTRICAL II I I \ Pity of Sb. Bu � b� 9 , I \W 1 l , I D.re c�c� aev�DN O \ 1 I II de \� I, I I I I . IN 6 II I L rl 1 I 375.3 1 , I 10 / 12-11-M Osw/ACL REMM PUN FM wT" WINTUL I( 1 I -•t I INV. OU =3 I\ I 1 _ / I j 40\ Ill / I I T-n-10 wl1/Aa PKPwan Ar NG PLw, smlu f1� V I\\ I l i I� O y I \I% / I CB 5 - T ,-z, to osw/ oL uPw7m PunaNG cu+Act I I I /' J/ \ I ,7 9 �e T.A?CDj DRAI / Y+'`� I RIM=3 8-„-10 091/�+ UOED COIDEi PADS AND uOlrt IAEOs ` I I `L4(/ -�-� 6 . - r'-•� / I INV.('9�= 8-30-10 Dsr/ACL RENSEDPANgNGLOTA1DGRADING � , RIM=1379.4 f � � 80.0 i INV.�375. I I j LOT 4 GRADING - SITE 31+0� \\ j _ 1- - NDER \I'RJ \\ CON EiE 30- 00 .�----} '� DATE DM�ING NUIfBEB \ I I \ \ i------- / \ \ I \ URB\ F----- / - - - APRIL, 2008 1 I\ ` I I►. I 1\ \ I \ THICKE ED j 1 R •,. SIDEWALK S 1" - 20' C-13.2 tr) Yco / 1 I \ \ I 1 I M 1 4,/ I = rt I !, I INV. UT= 6 01243 ' I I GRAPHIC SCALE � � LIMIT OF I 1 I PLANS PREPARED BY: II I I o ill THICKENED i/ I SIDEWALK I I c IN FEET >b 496' 5" PVC I 1 — — — — _ — , I 1 �`E - 20 `t 536' 3 PHASE 1 /0 15KV I — — kP I 1 1 1 I CONCRETE I I IN CIVITOA+ArIs+LovlEwur, I I CONDENSER PAD CURB 6F I I INGINIIRING ASSOCIAIIS. C. I 'x2' (TYP.) I I O 3 I I I .�.. R02-0WJ-23= FAUO ■02dM-22]'1 .a0: ,xrw.a.-M.cam DRAWN 1 If I ACL j '�' : ' V - 'jF ► - CD I I CRRCRRD I DSM N. I I EXTE� FOR 3 TRA 'K30.NMER VAULT; E"� I I I APPR I , 1 - 1 E G I ` I DSMI i SE CE __ APPLICANT: EX! S R SERVI E _ - ------ 7T -3 M ELECTRICAL SERVICE INV.= 68. �N E I , [ ; —_ SOUTH VILLAGE a� T 1 ` ; I AB - - 51 N 68.0 COMMUNITIES, LLC. I !1{1 os I I —'---' 50 SS �12 S_604�33 �o_1C—fvo 7. 377.3 Sj—L.03 INV. IN -_ PROJECT CONSULTANTS: % A A11 I - - 1 ! �N- d i � 7' IDE C 1 �UT (8 )= 366.4 I'J 00 O ! ARCMECT I- s' E CONCRETE ; I ! ! ! 3 SID ALK INNOVATIVE DESIGN INC. SIDEWALK 11 i -- I w BME RAC ' 1 L FAIRFAX, VT. I I I I Cn I 1 N - T•-- j I 1 BUILDING LIGHTING ! i I I I► ¢ I I ' CM ENG/NEER (TYP.) �o 1 CIVIL ENGINEERING ASSOCIATES LLI I _ iii w I;D �III ' S. BURLINGTON, VT 1n N j I I I I Zp I MFF/C ENGINEER I U EXTE D EX W R S ICE I I TND ENGINEERING O , BLOCK RETAINING WALL j I OSSIPEE, NH O I (REDI ROCK OR APPROVED I ! ! Est 6 o III N I I EQUAL) WITH 42" PICKET i V'�1- T D SIGN rrll LANascaPEARCH/IEcr FENCE ATOP WALL I ! LL % T J BOYLE ASSOCIATES, LLC Mi t 1 y 1j i LL a FUT RE III BURLINGTON, VT p �1 �� i DUP EX 00 PROJECT TITLE: I (D i 1 CONCRETE t i 369.0 3 3" C INV. R I 3 r5'�/0 15K SOUTH VILLAGE ' 1 CURB ;� CR 455' 3" P C E CO T Q WV , j 485' 1 /0 5K V /,i /��SPEAR STREET AND -�' % i ,' 1 TRASH & RECYCLIN i o �`' ALLEN ROAD U I 1 ENCLOSURE i i + j �� SOUTH BURLINGTON, VT ~ 16'x2' CONDENSER PAD- LLI EXISTING (T•P•) LEGEND (n I WOODED AREA Q I W 1 CURRENT CLEARINGTS�� ! EXT ND E E ER ' VIC CAP I R NC/RE +ram WATER SHUT-OFF 6' WIDE CONCRETE M I - i I % I I ii HYDRANT I I SIDEWALK I CJ I. 1 'r_j� ilI 1 RECEIVED I � j 7' IDE E S�1H STA. 60 +2 ;% ® GATE VALVE AB i SID ALK / RIM= 80.0 —G— GAS i BIK RAC 11ppv. IN (8"N)= 36 3 M I I I L I mv. )= 3653 — WATER AUG 3 1 2010 II I A v ���111 _ I —SS— SANITARY SEWER N 263' 3" VC �„� w A -+ sE 'S R 35 INV. uT ( S) FUT RE II _ R _-0.03 I' --ST-•- STORM DRAINAGE 'll 293' 1 0 15KV % Q 13-- DU LEX I O / % Ia HY STA. 602+0 -UD-- UNDERDRAIN I' City of So. Burlington -CODII —E — ELECTRICAL ' I I DATE CRRCI® REVIRION 12-11-08 DSY Aa RENSED PLAN FOR LOT M SUBMITTAL O 1 W 1 y���'g� G^ ER U II 7-22-10 °$M/Aa PREPARED NEW STE PLAN @ UTIUDES I 7-2}10 0.A1/J]L UPDATED PARKING GARAGES EXTE D E) A R SERVICE '� i ; B-11-10 DSY/Aa ADDED CONDENSER PADS AND UCNi LABFLS V.=366. * I R-w-10 DSM Aa REWSED PARING LOT AND GRADNG O 1 I 1 EXT ND E A SE 3" PVE I / 1 • _ I I 6 350MLO ' UTILITY PLAN `. Lj LOT 4 Q 1 ► . % ---_ _ — — 31+0 _ __ - I �' "�' I CONCRETE 30 00 --- +- A O CURB---_______-, _ . D LRRR LIMIT OF G - _ APRIL, 2008 1 1 ! I 1 THICKENED - - — Q 1 ► % SIDEWALK "55' 3' PVC -- - - _ -5 =_P �LLE OMCM I 50MC 1 -20' C-13.3 PROD. NO. Iell o ! I 01243 N 01 r-I ,--I O N rl co CO 1 1-4 LLJ 1 Ln CL M d' N ,--I O / M d' N ,--I c:) rl O N 4-J U a� .O L CL 0 v O a �7 GRAPHIC S�AIE lo II 11 1 II � \\ (IN FEET) I I I I ( 20 n = fl I x 6'x2' CQ�IaD D I I I 1 1 I / /, / / x/ m , I III , x BTU 2. f1 , /II x '37Z5 /"Zo 11 / FENCE % TC 1 / /III / /� / I 11 / / / 1 '..4�'�•� BC.1 I I i t �\j I1 I I'V E W IIII'AI LI � III ryMIEn '� N�3I �AP ZS L 6' E CONCRET00 ; SIDEWALK LO BUILDING, LIGHTING (TYP.) CB3n. SILT FEN�E BC 371. BLOCK RETAINING (RED\ROCK OR APPROVED TO 371. EQUA) WITH 42" PICKET ENCE ATOP WALL EROSION CON*L MATTING CONCRETE CURB MAINTAIN!CB INLET RPOTECTION UNTIL FIN TRASHRECYCLIN ENCLOSURE I 6'x2' CONDENSER P EXISTING I SILT ENCE PI�WOODED AREA CURRENT' CLEARING j315 LIMITS ET6' WIDE CONCR SIDEWALTCRECIVEI BC 374 1% AUG 3 T200 11 City of So. Oudingtoh SILT FEENCE 375.I it 323 I I �• IIII I I � I �� I %�� ��•� \t� 1J —�/ \� / � 1' �FERV/ U$ AREA 1 I �I UMN1 RN (SF) 4A 4B I I BUIL I CiI 81 1 35.1% 6121 1135.8% u I REII%A IMG SITE I 7775 33.6% 7849 1134.6% TOIrA 1=6 68.6% 1 15970 170-4 % / 2 — • Ii1 —AII I ^-��� i!I +i ® _ II /I I i � I I I II 1I I 1I PLANS sSn PREPARED BY: LIMIT : LIMIT TCENED SIDEWALK E•' CIVIL ENGINEERING ASSOwCD IAH wTwE.Sces INC, N.caCn .CO CRET10UMWELDWEWLNE• SOUBIBRLIAGTONVT0M�CUR 1123 X d11 000— ACL A. 77.6 O 2Z7 DSM DSM APPLICANT: 7.6 SOUTH VILLAGE COMMUNITIES, ,LLC --=%HEL 150 !oo PROJECT CONSULTANTS: HERLAS,ARCHEcrr 7' IDE 0 zs 3 I SIDEWALK / �' \ 1 MICHELLE DUFRESNE 1 FAIRFAX, Vr. CML ENGINEER T L \ CIVIL ENGINEERING ASSOCIATES COD I 1 I \ 1 S. BURLINGTON, VT I I z v _ LA j/ vv ru 1 7R4FF/C ENGINEER iz6 0 j 400� / TND ENGINEERING wd OSSIPEE, NH 9.9 i LANDSCAPE ARCHI7ECr VAN-HC o. (� I . DAi SIGN , I , � T. J. BOYLE ASSOCIATES, LLC i BURLINGTON, Vr °i o FUT RE , DUP L S• IL E _ j / j \ I / PROJECT TITLE: TRUC NCE\\ I I \\ .D SoOuUTHVLLAGE 3 ,1R\I uV D t 369.6\ \ I"` ! O SPEAR STREET AND \ I; I 1 O j _ ALLEN ROAD 369.8 B i..,.. I i.. 117J 0 —3 I "' — _ SOUTH BURLINGTON, VT I LEGEND -�- wioo _ I 1 n. CO � WATER SHUT-OFF HYDRANT i \ •0 �l GATE VALVE i i I 7' WIDE N R I E 1 I I —G— GAS i SIDE*ALK W/ I 1 BIKEI' RAC I I � I —W— WATER 6 I p —SS— SANITARY SEWER i i FUT RE 1 - -ST- - STORM DRAINAGE DU LEX 1 —UD— - U-`} ERDRAIN 011—E — ELECTRICAL 9 • I 80. , 1 C) 1�1LAL — I 1 D4R CHEC D BZVIS[ON I I / ACP I 2-11-ae DSM/ACL BEMSED PLAN FOR LOT SUBMITTAL I 1 1� I M 7-r2-10 DSM/ACL Bensm PLM EOR LOT 4 SUENMAL I 1dell[ ppA I/ I I I `;/ 1 - I 7-27-10 DSM/JDL UPDATED PARpNC GARAGES 8-11-10 DSM/ACL A➢OED CON ER PADS AND UONT LOW 8-26-10 DSM/ACL NENSED PAFgNc lDr AND ORAOMO 80.0I 1 I _I LOT 4 EPSC PLAN J I o X _ _ �==�. PLAN _..._ \ 31---- \ A- -------NDE8q L-1 M'f6 DRAIIINC —BE.- - APRIL, 2008 / . SIDEWALI j - \ - ----- 1 - 1 - 20' C-13.4 01243 I O j /N 1 PLANS PREPARED BY: PART 1 - GENERAL 1.01 SUMMARY SECTION 02150 - EROSION CONTROL A. Section Includes: 1. The work under this section Includes but Is not limited to providing all labor, equipment and materials for the installation of oil required site related erosion control measures. If not otherwise directed on the plans, erosion control shall be In strict conformity with the latest revision of the "Vermont Standards and and Specifications for Erosion Prevention and Sediment Control'. B. Related sections: 1. Section 02210 - Site Earthwork 2. Section 02936 - Permanent Seeding 1.02 GENERAL NOTES A. The discharge of sediment laden water from the project site is prohibited. All discharged water from dewatering operations shall discharge Into a temporary sedimentation basin. B. Contractor shall install all erosion control measures as depicted on plans and details or as recommended by the Vermont Agency of Natural Resources, or Soil Conservation Service, prior to any construction. Contractor shall also be responsible for inspecting and maintaining all erosion control measures until project is completed. C. Contractor shall also limit the soil disturbance and seeding application dates to between April 16 and September 15. If soil disturbance occurs later than September 15th and prior to April 16. winter erosion control measures will be necessary. Contractor shall consult with the Engineer for additional site specific winter erosion control measures. D. All stockpile material (topeoll, borrow, etc.) will have a silt fence constructed around the perimeter. Seed and mulch stockpiled material as soon as possible to prevent soil erosion and sedimentation off site. Locate stockpiles on the uphill Bide of the disturbed areas, If possible. During windy conditions, stockpiled material shall be covered or watered appropriately to prevent wind erosion. E. Slopes greater than 1:3 shall hove erosion control netting Installed to stabilize the slope and reduce the erosion potential. Install netting over mulched slopes so that all parts are In contract with the soll and mulch. Pin netting with wire staples 3' o.c. to ensure full bonding with soil surface. F. Control dust through the application of calcium chloride or water. An average application of one pound of calcium chloride per square yard of exposed area should be considered for each treatment. The exact number of applications and amount of dust controller shall be based upon field and weather conditions. It shall be spread in such manner and by such devices that uniform distribution is attained over the entire area on which It is ordered placed. G. Install stone check dams in grass -lined swales 50 feet on center to prevent silt from washing Into the drainage system during construction. Check dome shall be removed once vegetation Is established. PART 2 - PRODUCTS 2.01 EROSION CONTROL NETTING A. Jute netting shall consist of undyed and unbleached yam woven into a uniform open plain weave mesh. 2.02 FILTER FABRIC A. When filter fabric is required, it sholl conform to the requirements of Mirafi 50OX or approved egivolent. 2.03 CALCIUM CHLORIDE A. Calcium chloride shall conform to the requirements of AASHTO M 144. Either regular flake calcium chloride, Type 1 or concentrated flake, pellet or other granular calcium chloride, Type 2, may be used. 2.04 WATER A. All water used shall be clean and free of harmful amounts of oil, salt, acids, alkalies, sugar, organic matter and other substances Injurious to the finished product, plant life or the establishment of vegetation. 2.05 EROSION CONTROL MATTING A. Where required on the plans or where directed by the Engineer, erosion control blankets (matting) shall be North American Green C125 for swales, and SC150 for slope stabilization, or approved equal. Type A Stabilization Hydraulically AppliedMulch EcoAegie or approved equal Application Rate 4,000 Ibs per acre Composition - Refined wood fiber (90% by weight) Blended hydrocollokl-based 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 bio-degrable pins (may require multiple Installations) OR Type B Stabilization roicoy1lpolled Mulch r approved equal Application Rate 3,500 Ibs per a - Composition - Refined wood fiber (90% by weight) Blended hydrocollokf-based binder (10% by weight) Water Holding Capacity - 10 tins own weight Surface Coverage Thickness - 1/8' to 1/4' M2ttiag North American Green DS-75 Fully degradable - no woven Fully bte-degrable pins (may require multiple installations) OR Type C Stabilization Hy Ilx Applied Mulch EcoAegls or approved equal Application Rote 3.000 Its 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' Mattlaa North American Green DS-75 Fully degradable - no OR Fully bio-degrable pins (may require multiple Installations) Type D Stabilization HMreulleallyllpplied Mulch Application Rate 1,500 to. per sere Composition - Standard wood fiber Blended hydrmollold-based binder Surface Coverage Thickness - 1/e to 1/4' MaLL a North American Green DS-75 Fully deg-dbl. - non-w Fully blo-degrable pins In (may require multiple Installations) PART 3 - EXECUTION 3.01 CHECK DAM AND INLET PROTECTION A. Hoy bales shall not be used to construct check dams or as a means of inlet protection. B. Check dams shall be installed in accordance with the project details, and Inspected weekly and following any rain or melt event producing measurable runoff. C. Catch basins within and adjacent to construction areas shall be protected In occordance with the details depicted on detail sheet. Inlet protection shall be inspected wooly. and following any rain or melt event producing measurable runoff. 3.02 SILT FENCES A. The silt fences shall be constructed in accordance with the construction detail. The fence shall generally be placed 10 feet from the toe of the slope or as shown on the plans. The ends of the fence shall be placed uphill to form a horseshoe shape to trap all runoff. B. The silt fences shall be Inspected periodically for damage or build-up of sediments. All damaged fences shall be repaired or replaced. Sediment deposits shall be removed from the fence as they build up and be placed In on area where there Is no danger of further erosion. 3.03 EROSION MATTING A. Erosion matting shall be placed on all grass -lined ditches with profile grades exceeding 5.0% and shall be placed and maintained in accordance with the Vermont Agency of Transportation Standard Specifications Sections 654 and 755.07. 3.04 RESTORATION A. As soon as construction Is completed in a given area, it shall be topsoiled, seeded, fertilized and mulched as specified in Section 02936 - Permanent Seeding. 3.05 STABILIZED ROAD ENTRANCE A. A stabilized pad of crushed stone located at any point where traffic will be entering or leaving the construction site to or from a public right-of-way or street or as shown on the drawings shall be constructed for the purpose of preventing the tracking of sediment onto public rights -of -way. B. Design Criteria: 1. Use 1.5 to 2.5 inch stone. 2. Use 8 inch layer of stone. 3. Stone pad shall be full width of entrance. 4. Minimum length shall be 50 feet. 3.06 GRASS -LINED DITCHES A. A11 ditches that are not atone-Iined shall be topsoiled, seeded, fertilized and mulched. Any area which shows signs of erosion shall be reseeded Immediately and maintained until permanent vegetation Is established. 3.07 MAINTENANCE A. All erosion control measures shall be inspected daily and repaired and/or replaced as needed. B. All erosion control measures shall be Inspected after periods of heavy rain. C. The stabilized road entrance shall be top dressed with additional stone should the existing stone become clogged with sediment. D. Hay or straw mulch is subject to wind action. Mulch may require anchoring as the weather conditions warrant. END OF SECTION 02150 PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Furnishing all labor, materials, and equipment to complete all seeding work as shown on the drawings and specified herein. 2. Except where otherwise shown or specified, the Contractor shall seed all areas where new contours are shown on the drawings and all areas where existing ground cover has been disturbed by the Contractors operations. B. All work and materials of this Section shall conform to the applicable requirements of the VAOT Standard Specifications, Division 600. 1.02 SUBMITTALS A. Provide the following for approval prior to delivery to the site: 1. Suppliers Certificate of Compliance attesting that lime, fertilizer and seed meet the requirements specified. 2. The Contractor shall provide representative topsoil samples for testing and approval, deliver samples to a public extension service agency testing laboratory, have testing report sent directly to the Landscape Architect and pay all costs. Testing shall report on mechanical and chemical (pH soluble salts) analysis. Report shall be submitted at least one month before any looming Is to be done. 1.03 SEEDING SEASONS A. Seeding and Initial fertilizing shall be done between April 1 and June 1, between August 15 and October 15. or as permitted. Seeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. If seeding is done during July or August, additional mulch material may be required by the Engineer. PART 2 - PRODUCTS 2.01 LIME A. Lime sholl be standard, ground dolomite limestone, agricultural grade, containing a minimum of 95% of calcium and magnesium carbonates. 100% shall pass the 10 mesh sieve: minimum 90% shall pass the 20 mesh sieve; minimum 40% .hall pass the 100 mesh sleve. 2.02 FERTILIZER A. Fertilizer shall be commercial grade granular fertilizer as required for soil conditions as specified in Section 643 of the VAOT Standard Specifications. The fertilizer shall be delivered to the project in new, clean, sealed containers which bear a label fully describing the contents, the chemical analysis of each nutrient, the fertilizer grade, the net bulk, the brand and the name and address of the manufacturer. The fertilizer and labels shall conform to all existing State and Federal regulations, and shall meet the standards of the Association of Official Agricultural Chemists. 2.03 GRASS SEED A. Provide fresh, clean, new -crop seed of the grass species, proportions and minimum percentages of purity, germination and maximum percentage of weed seed as follows: 1. Park seed shall normally be used on loam areas along roadway shoulders and lawn areas. This seed mixture shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Creeping Red Fescue 96% 85X 40 Perennial Ryegrass 98% 90% 50 Kentucky Bluegrass 97% 85% 25 Radtop 95X 80% 5 TOTAL = 120 2. Slope seed shall normally be used for all slope work, usually 3:1 or steeper and shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Creeping Red Fescue 96% 85% 35 Perenniol Ryegrass 98% 90% 30 Redtop 95% BOX 5 Alsike Clover IN 90% 5 Birdsfoot Trefoil 98% BO% 5 TOTAL - BO B. The seed mixture shall be delivered in new, 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. C. Seed that has become wet, moldy, or otherwise damaged will be rejected. RECEIVED AUG 3 1 2010 City of So. Burlington SECTION 02936 - PERMANENT SEEDING 2.04 MULCH A. Mulch must be installed on all seeded areas. The following mulches are acceptable for use. 1. Hay mulch free of weeds and coarse matter at a rate of 90 pounds per 1.000 square feet. 2. Wood fiber applied in a slurry (1/6' or longer) at a rate of 40 pounds per 1,000 square feet. 2.05 WATER A. All water used shall be obtained from fresh water sources and shall be free from injurious chemical and other toxic substances harmful to plant life. No water which is brackish will be permitted at any time. The Contractor shall identify to the Engineer all sources of water at least two weeks prior to use. The Engineer, at his discretion, may take samples of the water at the source or from the tank at any time and have a laboratory test the samples for chemical and saline content The Contractor shall not use any water from any source which is disapproved by the Engineer following such tests. PART 3 - EXECUTION 3.01 PREPARATION A. Examine finish surfaces and grades. Do not start seeding work until unsatisfactory conditions are corrected. Perform seeding work only after planting and other work affecting ground surface has 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 soll of seed areas to a minimum depth of 4'. 2. Remove stones over 1" In any diameter and sticks, roots, rubbish and extraneous matter. 3. Remove existing weeds and grasses by pulling or tilling under. 4. Grade areas to be seeded to a smooth, free draining even surface with a loose, moderately coarse texture. 5. Remove ridges and fill depressions as required to drain. 6. Restore prepared areas if eroded or disturbed prior to seeding. 3.02 SEEDING CONDITIONS A. Seeding shall not be done when the ground Is frozen, snow covered, muddy, or In any other uneatlefactory, condition for planting. No seeding operations shall be conducted under adverse weather conditions or when soil moisture conditions are unfavorable (too wet or too dry) or when winds exceed 5 MPH. B. Construction methods shall be those established as agronomically acceptable and feasible. The Contractor shall keep all equipment and vehicular and pedestrian traffic off areas that have been seeded to prevent excessive compaction and damage to young plants. Where such compaction has occurred, the Contractor shall rework the soil to make a suitable seed bed; then reseed and mulch such areas with the full amounts of the specified materials, at no extra expense to the Owner. C. Surface and seepage water should be drained or diverted from the site to prevent drowning or winter killing of the plants. D. All areas and parts of areas which foil to show a uniform stand of grass for any reason whatsoever shall be reseeded, and such areas and parts of areas shall be seeded repeatedly until all areas are covered with a satisfactory growth of grass. E. Watering is considered a necessary element for establishment and survival. F. Where ryegross has been planted for temporary erosion control and has not been eliminated prior to the completion of the work, such areas shall be disked of least 3 Inches deep and seeded to permanent grasses to prevent the ryegross from reseeding and becoming competitive with and retarding development of the permonent cover. 3.02 SEEDING A. Lime and fertilizer should be applied prior to or at the time of seeding and Incorporated Into the soil. Kinds and amounts of lime and fertilizer should be based on on evaluation of soil tests. When a soil test is not available, the following minimum amounts should be applied: Agricultural limestone, 2 tons per acre or 100 lips. per 1,000 square feet. Nitrogen (N), 50 Ibs. per acre or 1.1 Ibs. per 1,000 square feet. Phosphate (P205),. 100 Ibs. per acre or 2.2 Ibs. per 1,000 .qu-, feet. Potash (K20), 100 Ibs. per acre or 2.2 Ibs. par 1,000 square feet. (Note: This is the equivalent of 500 His. per acre of to- 20-20 fertilizer or 1,000 Ibs. per acre 5-10-10). B. Seed should be spread uniformly by the method most appropriate for the site. Methods include broadcasting and hydroseeding as follows: 1. Broadcasting: Sow seed using mechanical spreader at a rate of 4 I1 square feet. Distribute seed evenly over entire area by sowing equal quantity in tow directions at right angles to each other. Rake seed lightly into top 1/8' of topsoil, roll lightly and water with a fine spray. 2. Hydroseeding: Mix specified seed, fertilize and pulverize mulch In water, using equipment specifically designed for hydroseed application. Continue mixing until uniformly blended into homogenous slurry suitable for hydraulic application. Apply slurry uniformly to all areas to be seeded. Rote of application as required to obtain specified seed sowing rate. 3.03 MULCHING A. Mulch materials shall be spread uniformly by hand or machine at a rate of two 50 lb. bales per 1.000 square feet. B. Organic Mulch Anchoring - Straw or hay mulch must be anchored immediately after spreading to prevent wind blowing. 3.04 MAINTENANCE A. The maintenance period shall begin immediately after seeding and shall continue until acceptance. B. All mulches must be inspected periodically, in particular after rainstorms, to check for rill erosion. Where erosion is observed, additional mulch shall be applied. Net should be inspected after rainstorms for dislocation or failure. If washouts or breakage occur, reinstall net as necessary after repairing damage to the slope. Inspections should take place until grasses are firmly established. Grasses shall not be considered established until a ground cover is achieved which is mature enough to control soil erosion and to survive severe weather conditions. Where mulch is used In conjunction with ornamental plantings, Inspect periodically throughout the year to determine If mulch is maintaining coverage of the soil surface; repair as needed. C. Seeding areas shall be protected and maintained by watering, reseeding, mowing, weeding, rolling, Insect or disease control measures, re -fertilizing and repair of 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 as stones, cables, baling wire, and all slopes 4:1 or less (flatter) and level turf shall be mowed in the following manner: 1. When grass reaches a height of 4-6', mow to a height of 3". 2. At least two cuttings shall be made prior to final acceptance. E. Following mowing, all permanent seeding gross areas (mowed and unmowed) shall receive o uniform application of slow release fertilizer hydraulically placed at the rate of 10 pounds per 100 square feet. 3.05 ACCEPTANCE A. Inspection to determine acceptance of seeded areas will be made by the Landscape Architect, upon Contractors written request. 1. Provide notification at least ten (10) working days before requested Inspection date. B. Seeded areas will be acceptable provided all installation and maintenance requirements hove been complied with and a healthy uniform lawn Is established. C. Upon acceptance, the Owner will assume maintenance. 3.06 WARRANTY A. All seeded areas will be warranted for a period of twelve months from date of Owners acceptance. Should any seeded areas fail to maintain full vegetation, failed areas will be refurbished until this specification is achieved at the cost of the Contractor. END OF SECTION 02936 f CIYIL ENGINEERING ASSOCIATES. INC. P.O. BOX485 SHELBURNE, VT 05482 a029e&= FAY' 90 0&2P11 web: www.ceeVtcom APPLIED ECOLOGICAL CONSULTANTS DRAWN ACL CHECKED DSM APPROVED DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: LAND USE PLANNER/ARCH17ECT LOONEY RICKS KISS NASHVILLE, IN CN/L ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT TRAFFIC ENGINEER TND ENGINEERING OSSIPEE, NH LANDSCAPE ARCH17FCT LAND -WORKS MIDDLEBURY, VT I PROJECT TITLE: I SOUTH VILLAGE Fa tt flu rli nxk Vr SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT I DATE I CHRCM I REVISION I EROSION CONTROL SPECIFICATIONS DAZE DRAsToG NUYBRR MAY, 2008 9- AS SHOWN C-13.5 mi. NO. 01243 `.J W 0 M T� N r-I M 00 3 vi U L LI 11 V) v I J 1--1 r) V O J W.M V N ,--I O / M N ,--1 G / 0 N d--J V (1) .O CL U 0 a--J 1 Q r.'v MINIMUM 1-0 •C. LACED AROUND AND • W• OF • -BLOCKS '•;•�d•;.i•;••.••••bi•;WF.••;•;W;�;�;•••yi•• WWW;W• 4•�4y, PLAN Incon'ect - Do Not layout perimeter Comecl - Instal/ I -hooks control- silt fences along property lines. All sediment laden runoff will concentrate and overwhelm the system. NOTE.* Silt fence shall not be placed in areas of concentrated flows. Discreet segments of silt fence, installed with ✓-hooks or smiles' will be much more effective. SILT FENCE PLACEMENT FOR PERIMETER CONTROL N.T.S. LA ALTER FABRIIC ETWEEN INLET GRATE ND FRAM 6' X 6' 14.5 GA. WIRE MESH 30' HIGH AND BURIED 6' BELOW GRADE, HOOKED 70 STEEL STAKES (WIRE MESH CAN BE ELIMINATED FOR FENCE 24' OR LONER) FILTER FABRIC CUPPED OR POST WIRED TO MESH, TO BE MIRAFI 10ONS OR APPROVED EQUAL —FLOWS MDfiIT 24' MIN 24' 30' POST 2}.2} WOOD 5' 2.5' �'SPACING METAL POST 10' 10 J T 4 . 4 NOOD 10' 10' 24 FILTER FABRIC TO BE CLIPPED, BACKFlLLED AND TAMPED 6' BELOW GRADE STEEL OR WOOD STAKES SEE CHART AT RIGHT 1. INSTALL SLT FORMS AT TOES OF UNPRO1EGiFD SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE. CURVE THE ENDS OF THE FENCE UP NTO THE SLOPE. REMOVE SEDIMENT WHEN ACCUMULATED TO HALF ME HECIAT OF THE FENCE. CONTRACTOR SHALL INSTALL SLT FENCES AT THE TOE OF ALL FILLED OR UNPROTECTED SLOPES CREATED DURING CONSTRUCTION. NOT NECESSARILY REFLECTED CI THE FINAL PLANS SLT RTICS ARE TD BE MAINTAINED UNTIL MOPES ARE STABIUZED. 2 WOVEN WIRE FENI TO BE FASTENED SECURELY TO POSTS WITH WERE TIES OR STAPLES 3. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WERE FENCE WITH TES SPA® EVERY 24' AT TOP, MID SECTION. AND BOTTOM. 1. WHEN TWO SLCT1 S OF FILTER CLOTH ADUCN EACH OTHER MET SHAEL BE OVERLAPPED BY 6. FOLDED AND STARED. S SILT FENCE SHALL NOT BE RACED IN AREAS OF CONCENTRATED ROWS SILT FENCE DETAIL N.T.S. CONCRETE BLOCKS PLACED AROUND CATCH BASIN WIRE SCREEN 75mm (3 le) i w/ 0.5' OPENINGS COURSE ROCK PLACED AROUND A CONCRETE BLOCKS FL� — F III ROCK SLT IN 10— J (4 1.. MINIMUM) TRENCH WE %%W CONCRETE BLOCKS STACKED 1 OR 2 LAYERS HIGH PLACED ROUND CATCH BASIN MINIMUM "0 ROCK L RE SCREEN PLACED AR1OUND AND"a0.5" OPENINGS TO THE TOP OF PL ED AROUND CONCRETE BLOCKS _ CON ETE BLOCKS CROSS-SECTION CATCH BASIN INLET PROTECTION (WITH CONC. BLOCKS) N.T.S CATCH BASIN IN 2' SUMP EXISTING GROUND — 12' EROSION CONTROL MATTING IN TOPSOIL - DITCHES W/PROFILE GRADES EXCEEDING 51G STAPLE AS PER MANUFACTURERS SPECIFICATIONS GRASS LINED DITCH N.T.S. FOR NVEGETATED SLOPES USE DOZER TREADS TO CREATE GROOVES PERPENDICULAR TO SLOPE DIRECTION TO MINIMIZE RUN-OFF VELOCITIES. SLOPE TRACKING / SURFACE ROUGHENING N.T.S. r5O DOWNSTREAM ROWUNE SLOPE OF STRUCTURE 0.350.30 0.25 0.20 0.15 010 MAXIMUM WATER DEPTH OVER ROCK.10 15 18 20 25 33 48 30 36 41 50 66 1. _ ENO POINTS 'A' MUST BE HIGHER f M35 m/m OR FLA MAN THE ROW LINE POINT 'B' / ROW MINE SLOPE ✓r�. / A A eam I I B I I (2 R MAXIMUM) WNNUM DEPTH OF COURSE __ 15— TO 45on ROC( PLACED N CHANNCL (0.5 TO 1.5 ff.) ROW LINE IS I5 (0.5 ft.) DIFFERENCE PLACE DOWNSMEAM STRUCTURE SUCH THAT PONT "a' IS APPROXIMATELY LEVEL WITH THE LOWEST GROUND ELEVATIONI OF THE UPSTREAM STRUCTURE Film MEN STONE CHECK DAM STRUCTURE N.T.S. ROCK NOTE: ALL DEWATERING DISCHARGES SHALL BE THROUGH SEDIMENT CONTROL TRAPS, CONTRACTOR SHALL MAINTAIN AND CLEAN TRAPS AS REQUIRED. PLAN PUMP DISCHARGE HOSE %z P'1 P PP((''Y'VI VV'I^V' f f5 f PI 'Il I(;I I j1(11(I(11(11(?I( II I(II(II('{'�IT DISCHARGE SECTION A —A SEDIMENT CONTROL TRAP DETAIL N.T.S. CRUSHED STONE NOTE: PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC R.O.W.. PLAN 15' MIN. 4D CRUSHED STONE '7' EXSTNG GRADE CROSS-SECTION STABILIZED CONSTRUCTION ENTRANCE N.T.S RECEIVED AUG 3 1 2010 City of So. Burlington PLANS PREPARED BY: f CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX485 SHELBURNE, VF 05482 802-9852323 FA% ROTBRS22)1 web: www— APPLIED ECOLOGICAL CONSULTANTS DRA1M ACL CHECKED DSMAPPROVED DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS LAND USE PLANNER/ARCH17ECr LOONEY RICKS KISS NASHVILLE, TN CALL ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT TRAFFIC ENGINEER TND ENGINEERING OSSIPEE, NH LANDSC4PE ARCH17FCT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SOUTH VILLAGE Sou I IT ., I e A t V.• SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT TEMPORARY SEEDING 8 MULCH OR NETTING EROSION CONTROL SILT FENCE INSTALLED ON OOVMGRAOIENT DETAILS SIDE DATE MAY, 2008 DMWINC NUMBHR 9CA11 AS SHOWN C-13.6 TEMPORARY STOCKPILE DETAIL PROI. NO. N.T.S. 01243 lot' r" TOPSOIL RAKE, UNPAVED PAVED SEED Ar MULCH\ i o NOTES: 1. Compaction of backfill and bedding shall be a no goo n c oo�o o, minimum of 90% (95R under roadway surfaces) of maximum dry density determined in the IS+ standard proctor test (ASTM D698). APPROVED BACKFILL THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen i IN 8" LIFTS subgrode. RIGID INSULATION AS REQUIRED. USE 1" OF 3. Approved backfill shall not Contain any atones 1 rrn7 INSULATION FOR EVERY more than 12' In largest dimanalon (6• in roadways, 2" maximum diameter within 2' of �\ FOOT DEPTH OF PIPING the outside of the pipe), or contain any frozen, D+2' IS LESS THAN 6'-0' wet, or organic material. D NEW WATER LINE VATS 4. Trenches shall be completely dewatered prior to POLYETHYLENE ENCASEMENT placing of pipe bedding material and kept 6• (HIGH DENSITY CROSS LAMINATED VIRGIN dewatered during Installation of pipe and backfill. POLYETHYLENE 4 MILL FILM) 5. In trench.. with unstable materials, trench '2 ii '' THOROUGHLY COMPACTED bottom shall Brat be stabilized byy pplacement of 6" y - SAND BEDDING filter fabric then crushed atone (3/4' maximum). 6. The sides of trenches 4' or more in depth entered UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H.A. standards. TYPICAL WATER TRENCH DETAIL WATER SEWER MINIMU BETWE WATER SEWER NOTES: 1. AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE. 2. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 3. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 18' SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS. 4. WATER MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST IV HORIZONTAL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. WATER/SEWER CROSSING DETAIL N.T.S. BITUMINOUS CONCRETE PAVEMENT 12" MAX. = --- ---. PRECAST CONCRETE j;F24" x 4" w/MONOUTHIC BASE 18" SUMP LEBARON LF248 24" x 24" C.I. GRATE w/4 FLANGED FRAME (OR APPROVED EQUAL) SET FRAME ON FULL MORTAR BED ADJUST TO GRADE WITH PRECAST CONC. RISERS WATERTIGHT JOINT USING 1" MIN. WIDTH FLEXIBLE GASKET (SEAL EXTERIOR JOINTS AND LIFT HOLES w/NON SHRINK GROUT) SEAL w/HYDRAUUC CEMENT MORTAR, OR CAST -IN -PLACE FLEXIBLE MH SLEEVES 6" MIN. CRUSHED GRAVEL )I`PRECAST MANHOLE STRUCTURES SHALL CONFORM TO ASTM SPEC. C478 (LATEST EDITION). TYPICAL CATCH BASIN N.T.S. TOPSOIL, RAKE; SEED dt MULCH 8" 1. Compaction of backfill and bedding shall be a minimum of 90% (95% under roadway aurtacea) of maximum dry density determined in the standard proctor test (ASTM D698). APPROVED BACKFILL THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen IN 6" UFTS subgrode. ' APPROVED GRANULAR FILL 3. Approved backfill shall not contain any atones THOROUGHLY COMPACTED more than 12' In largest dimension (6' In IN 6" UFTS roadways, 2" maximum diameter within 2' of the outside of the pipe), or contain any frozen, wet, or organic material. PVC SEWER PIPE 4, Trenches shall be completely dewatered prior to placing of pipe bedding material and kept dewatered during installation of pipe and backfill. THOROUGHLY COMPACTED 5. In trenches with unstable materials. trench BEDDING MATERIAL bottom shall first be stabilized by placement of filter fabric then (3/4" CRUSHED STONE) crushed stone (3/4' maximum). ` 6. The sides of trenches 4' or more in depth entered UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H.A. standards. 7. Bedding material shall consist of crushed stone, TYPICAL SEWER TRENCH DETAIL growl or sand with a maximum size of 3/4'. Submit a sample to the Engineer for approwl. CURB CUT DETAIL N.T.S. • ALL CURB WORK TO BE CONCRETE MATCH SECTION A -A PLANS PREPARED BY: TOPSOIL RAKE, UNPAVED PAVED SEED g MULCH Qo n NOTES: + R N 1. Compaction of backfill and bedding shall be a z op oo o0 oa cn ao minimum of 90% (95% under roadway surfaces) g of maximum dry density determined In the standard proctor teat (ASTM D698). CIVIL ENGINEERING ASSOCIATES, INC. APPROVED BACKFILL THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen P.O. BOX485 SHELBURNE, Vr 05482 i IN 6" LIFTS subgrade. 902-sss2a l FAX ea2-9852VI was: www.ceeH n e 2• APPROVED GRANULAR FILL 3. Approved backfill shall not contain anyy atone. g more than 12" in largest dimension S.in A►II ECOLOGICAL CONSUITANTS in THOROUGHLY COMPACTED IN 8' LIFTS roadways, 2" maximum diameter within 2' of g the outside of the pipe), or contain any frozen, DRAWNHOPE i wet, or organic material. F STORM DRAIN PIPE 4, Trenches shall be completely dewatered prior to ACL 12' placing of pipe bedding material and kept dewatered during Installation of pipe and backfill. CIRCIRD THOROUGHLY COMPACTED 5. In trenches with unstable materials, trench MM o. BEDDING MATERIAL bottom shall first be stabilized byY pplacement of e" filter fabric then crushed stone (3/4' maximum). APPROVED 6. The sides of trenches 4' or more In depth entered DSM UNDISTURBED SOIL OR ROCK by personnel shall be sheeted er eloped to the APPLICANT: angle of repose as defined by O.S.H.A. standard.. 7. Bedding material sholl consist of crushed stone, TYPICAL STORM TRENCH DETAIL growl or sand with a maximum size of 3/4". VILLAGE Submit a sample to the Engineer for approwl. SOUTH N.T.S. A_ COMMUNITIES, LLC. CULVERT do END SECTION TYPE II STONE FILL iIVES 3 � 1 I A TYPE II STONE d FILL (1'-0- MIN. 5 THICKNESS) CULVERT END SECTION 'cvA A STABILIZATION FAI MIRAFl 50OX OR APPROVED EQUAL EXISTING GROUND_ _ }- -11 1 12 EROSION CONTROL MATTING IN _ TOPSOIL- Iq___ _ - DITCHES w/PROFILE GRADES EXCEEDING 5X STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS LINED DITCH N.T.S. .0) ❑ ❑ ❑❑ ❑❑ ❑❑❑ RECEIV ADAPTORS CAN BE HS) MOUNTED ON ANY ANGLE 0' TO 359• END SECTION DETAIL N.T.S. GROUND LINE (SLOPE AWAY FROM BUILD.) I1 ' 1111�=111111111 \� GRANULAR BACKFILL (TYPJ 5" SDR 35 PERF. PVC 3/4" WASHED STONE WRAPPED W/ DRAINAGE FIN. SLAB EL. FABRIC. COORDINATE (SEE PLAN) l DRAINAGE W/ ARCH. STRUCTURAL DETAIL TOP OF FTC-] ELEV. (SEE PLAN) STONE FII ILLL IF REQU RED FOUNDATION DRAIN DETAIL NTS 3 1/2- BITUMINOUS CONCRETE PAVEM�j 1 1/4" TYPE IV FINISH COURSE : 2 1/4" TYPE II BASE COURSE SIDEWALK WIDTH AS SHOWN ON PLANS 5' CONCRETE SIDEWALK 0 0` o^o 060 ono o' o \ 6• 6" GRAVEL SUBBASE UNDISTURBED6• SOIL OR APPROVED 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 D DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. TYPICAL SIDEWALK DETAIL N.T.S. CAST IRON H-20 AUG 3 1 2010 1e, RATED GRATE DUALITY- MATERIAL SHALL FINISH GRADE CONFORM TO ASTM A - CLASS 30D City of So. Burlington 18 CONCRETE PAD -20 RATED PVC BODY, ADDITIONALNO CONCRETE SLABREQUIRED 9" 161 OPENING INLET AND OUTLET ADAPTORS AVAILABLE 4' THRU 12' VARIOUS TYPES OF 1 OUTLETS WITH WATERTIGHT ADAPTORS .(2) MAXIMUM RECOMMENDED _ - _ FOR- - - - _ SDR-35 SEVER ' OVERALL HEIGHT 10' - - - A-2000 CORRUGATED PVC ULTRA -RIB PVC CORRUGATED POLYETHYLENE ' 6' MIN. BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM 4"x6" P.T. D23p BACKFILL MATERIAL SHALL BE 1 Q" YARD CATCH BASIN POST PLACED UNIFORMLY IN 12' PLAN LIFTS AND COMPACTED NTS --COMPACTED SUBGRADE--_ STABILIZATION FABRIC MIRAFl SOOX APPROVED �TYPICAL DIVEQUAL EWAYSECTION N..S. 1/2"GALV. CARRIAGE BOLTS OR 3/4"x4 1/2" LONG GALV. LAG BOLTS SCREEN BOARD 2"4" P.T. GIRTS OR OTHER MATERIAL (TYP.) I AS PER OWNERS REQUEST L8" CRUSHED ` L6" GRAVEL CONCRE' PAD -4"x6" P.T. POST' �' CONCRETE - FILL AROUND -6" CRUSHED POST GRAVEL AT ov o `C (TYP•) BOTTOM OF POST 6'-0' O.C. OR LESS W-T D.C. OR LESS DUMPSTER ENCLOSURE N.T.S. ELEVATION PROJECT CONSULTANTS: LAND WE PL WNERIARCH17ECT LOONEY RICKS KISS NASHVILLE, TN OWL ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, V7 7RAFFA? ENGINEER TND ENGINEERING OSSIPEE, NH LAAfOS1124I ARCMIFCT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SOUTH VILLAGE 3onrh I , , I I , Vrr SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT General Note: All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District #1 and the Village of Jericho. IO�DATE I C1I8CYE0 I BaY"ION 1.-00-10 R.7 ADDED DMPSIER DETAIL SITE + UTILITY DETAILS DATE DM1r1NG NUMDER MAY, 2008 scA1E AS SHOWN C-13.7 PROD.... 01243 PLANS PREPARED BY: '.J Ln O Cfu ^G LL N 66 M N r-i C) T_I C) N Tq M 00 ui U w 'a- V ' I^ V / J HI Q s..1 V O J 1 M} V N 7�I C) s.Ms. V N TI C) T_I C) CD fV �I ^U^,, W .O L a 0 Q U O 4-J a .'s SECTION 01040 - PROJECT COORDINATION PART 1 - GENERAL 1.01 MEETINGS h 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 prior to commencement of any work. Job superintendents and subcontractors shall be included in 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 endanger work or traffic in areas adjacent to the construction area, except as permitted by the Owner. The Contractor shall so orronge his construction operations as to provide access for emergency vehicles and equipment to the work site at all time.. 1.02 LABOR A. The Contractor and subcontractors will 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 precautlona In connection with the Work. B. Fire Protection: The Contractor shall take all necessary precautions to prevent fires adjacent to the Work and shall provide adequate facilities for extinguishing fires. The Contractor shall also prevent fires in project related buildings and shall prevent the spread of fire. to area. outside the limits of the Work. C. Safety Precautions: Prior to commencement of Work, the Contractor shall be familiar with all safety regulations and practices applicable with construction operations. No additional payments will be made for equipment and procedures neceseitoted 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 Contractor 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 backflll, embankment, or paving shall be placed upon frozen material. If there Is delay or Interruption In the Work due to weather conditions, 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 Contractor, at his own expense, shall make repairs 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 Drawing. and Specifications. 1.07 DISPOSAL OF DEBRIS A. All debris and excess materials, other than that which 1. authorized to be reused, become the property of the Contractor and shall be promptly removed from the property. The Contractor shall receive title to all debris and/or excess material. The Owner will not be responsible for any loss or damage to debris or excess material owned by the Contractor. 1.08 PROJECT LAYOUT A. The Contractor shall be responsible for providing oil necessary survey staking. 1. Locate 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 on the site, referenced to data established by survey control points. a. Record locations, with horizontal and vertical data, on Project Record Documents. SECTION 02110 - SITE CLEARING PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Remove surface debris. ar 2. Clesite of plant life and gross. 3. Remove trees and shrubs. 4. Remove root system of trees and shrubs. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 3.01 PROTECTION A. Protect utilities that remain from damage. B. Protect trees, plant growth, and features designated to remain as final landscaping. C. Protect bench marks and existing structures from damage or displacement. D. Use means necessary to prevent duet becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site. E. Maintain access to the site at all times. 3.02 CLEARING A. Clear areas required for access to site and execution of Work. B. Remove trees and shrubs within areas as indicated on the Plans. Remove stumps, roots and tap roots and other projections 1X" or greater In diameter to 2'-0* below the 2excavated surfaces in cut areas and 2'-0' below the exposed eubgrode in fill areas. 3.03 REMOVAL A. Remove debris, rock, and extracted plant life from site. B. The Contractor shall coordinate Work with the Engineer and Owner In establishing suitable areas within the property limits for depositing debris, rocks and extracted plant Ilfe. The Contractor sholl be responsible for bockfilling (capping) and grading all waste sites. 3.04 UTILITIES A. Coordinate with utility companies and agencies as required. SECTION 02210 - SITE EARTHWORK PART i - GENERAL 1.01 SUMMARY A. Section includes: 1. All utility and aitework excavation (unless covered in other sections of these specifications), removal and stockpile of topsoil, stabilization fabric, and other miecellanam and appurtenant works. 2. Site fillln99. 3. Roadway/parking lot structural sections. 1.02 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Sieve Analysis of Fine and Comes Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Sol] 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 for backflll meets requirements of this Section. B. Field density test reports of site fill in place. C. Field density test reports for roadway structural sections In place. D. Stabilization Fabric: Submit copies of manufacturers specifications and installation instructions. PART 2 - PRODUCTS 2.01 BANK RUN GRAVEL A. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Sieve No. 4 20 - 60 No. 100 0 - 12 No. 200 0 - 6 The gravel shall be uniformly graded from coarse to fine and the maximum size stone particle shall not exceed 2/3 of the thickness of the layer being placed or 4'. whichever is less. 2.02 CRUSHED GRAVEL A. All materials shall be secured from approved sources. This growl 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 Slew Designation Passing Square Mesh Sieve Fine:2, 100 1 1/2- 90 - 100 No. 4 30 - 60 No. 100 0 - 12 No. 200 0 - 6 Caere.: 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 grave] or crushed stone. It shall be reasonably free from alit, loam, clay or organic matter. It shall be obtained from approved sources. B. Grading. This material shall be uniformly graded from coarse to fine and sholl meet the following grading requirements: Percent by Weight Slew Designation Passing Square Mesh Slew 1 1/2- 100 1' 90 - 100 No. 4 45 - 65 No. 100 0 - 15 No. 200 0 - 12 2.04 COMPACTED FILL/GRANULAR BORROW A. This material shall be free of shoo, clay, friable material, debris, and organic matter, graded in accordance with ANSI/ASTM C136 within the following limits: Percent by Weight Sieve Designation Passing Square Mesh Sieve 6" 100 3/475 - 100 No. 4 20 - 100 No. 100 0 - 20 No. 200 0 - 12 2.05 GEOTEXTILE STABILIZATION FABRIC A. This work shall consist of furnishing and placing an approved stabilization fabric on a prepared surface within the limits shown an the plans. The fabric shall meet, or exceed the following properties: 1. Grab tensile strength (ASTM D-4532) - 200 be. 2. Grab tensile elongation (ASTM D-4632) - 15% 3. Puncture strength (ASTM D-4833) - 120 lbs. PART 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and flag locotion.. C. Maintain and protect existing utilities remaining which pass through work arm. 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 A. Excavate topsoil from areas to be excavated, re-landscoped or regraded and stockpile In areas designated an site or as directed by the Engineer. B. Maintain the stockpile in a manner which will not obstruct the natural flow of drainage. 1. Maintain stockpile free from debris and trash. 2. Keep the topsoil damp to prevent dust and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded in accordance with plans. B. Excavate subsoil required to accommodate building foundations, slobs on grade, site structures, construction operation., roads, and parking areas. C. Grade top perimeter of excavation to prevent surface water from draining Into excavation. D. Notify Engineer of unexpected subsurface conditions and discontinue affected work in area until notified to resume work. E. Correct areas over -excavated by error as directed by the Engineer at no cost to the Owner. 3.05 DITCHES A. Cut accurately to the cross -sections, grades, and elevations shown. B. Maintain excavations free from detrimental quantities of leaves, sticks, trash, and other debris until completion of the work. C. Dispose of excavated materials as shown on the drawing. or directed by the soils Engineer, except do not, in any case, deposit materials less than three feet from the edge of a ditch. 3.06 EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the slope of the original ground on which the embankments are to be constructed shall be stepped and properly drained as the fill is constructed so that adverse movements of the slopes do not occur. B. Any excavated rock, ledge, boulders. and stone, except where required in the construction of other Items or otherwise directed, shall be used In the construction of embankments to the extent of the project requirements and generally sholl be placed so as to form the base of an embankment. C. Frozen moterial shall not be used In the construction of embankments, nor shall the embankments or successive layers of the embankments be placed upon frozen material. Placement of material other than rock shall stop when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material is otherwise acceptable, It shall be stockpiled and reserved for future use when Its condition is acceptable for use in embankments. D. When an embankment is to be constructed across a swamp, muck, or area. of unstable solls, the unsuitable material shall be excavated to reach soils of adequate bearing capacity and the embankment begun. Alternative methods. such a. use of a stabilization fabric in place of excavation and backflll, 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 each layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of embankment and continuous leveling and manipulating will be required to assure uniform density. The entire area of each layer shall be uniformly compacted to at least the requlred minimum be by use of compaction equipment consisting of rollers, compactor.. or a combination thereof. Earth -moving and other equipment not specifically manufactured for compaction purposes will not be considered as compaction equipment. G. All fill material shall be compacted at a moisture content suitable for obtaining the required density. In no case shall the moisture content In each layer under construction be more than three percent above the optimum moleture content and shall be less than that quantity that will cause the embankment to become unstable during compaction. Sponginess, shoving, or other displacement under heavy equipment Mall be considered evidence for an engineering determination of lack of stability under this requirement, and further placement of material in the area affected shall be stopped or retarded to allow the material to stabilize. H. When the moisture content of the material In the layer under construction Is less than the amount necessary to obtain satisfactory compaction by mechanical compaction methods, water shall be added by pressure distributors or other approved equipment. Water may also be added in excavation or borrow pits. The water shall be uniformly and thoroughly Incorporated Into the soil by disc, harrowing, blading, or by other approved methods. This manipulation may be omitted for sands and gravel. When the moisture content of the material is In excess of three percent above optimum moisture content, dry material Mall be thoroughly Incorporated Into the wet material, or the wet material Mall be aerated by disking, harrowing, blading, rotary mixing, or by other approved methods; or compaction of the layer of wet material shall be deferred until the layer has dried to the required moisture content by evaporation. 3.07 COMPACTION REQUIREMENTS A. All backfills and fills shall be compacted in even lifts (12" maximum) to attain the required densities as follows: Standard Proctor Location ASTM D-690 Subgrade and Gravel for Roads and Parking Lots 95% General Embankments 90% 3.08 MAINTENANCE A. All earthwork should be checked periodically to see that elopes are in good condition. Any rills or damage from erosion and animal burrowing should be repaired immediately to ovoid further damage. If seeps develop on the elopes, the area should be evaluated to determine if the seep will cause an unstable condition. Subsurface drain. or gravel mulching may be required to solve seep problems. Diversions, berms, and waterways in the land grading area should be checked to see that they are functioning properly. Problems found during the inspections should be repaired promptly. SECTION 02225 - UTILITY TRENCHING AND BACKFILLING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Trench, backflll, and compact as specified herein and as needed for installation of underground utilities located 5 feet outside the buildings. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workers who are thoroughly trained and experienced In the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work In a timely manner. C. Comply with requirements of governmental agencies having jurisdiction. 1.03 REFERENCES A. ANSI/ASTM C136 - Standard Test Method for Slave Analyst. of Fine and Comes Aggregates. B. ANSI/ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. Fill and backflll materials: 1. Fill material is subject to the approval of the Engineer. Material provided can be removed from excavations on Bite or Imported from approved off -site borrow areas. Materials must be predominantly granular, non-exponsive soil free from porous matter, organic matter and other deleterious matter and contain no rocks ar lumps over 6 Inches in greatest dimension. 2. Rocks having a dimension greater than 2 Inches shall not be placed within 2 feet of the outside of pipe. 3. Cohesion less material used for backflll: Provide sand free from organic material and other foreign matter, and as approved by the Engineer. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the omas and conditions under which work of this section will be performed. Correct condition. detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. 3.02 PREPARATION A. Identify required lines. level., contours, and datum. 3.03 PROCEDURES A. Existing Utilities: 1. Unless shown to be removed, protect active utility lines shown on the drawings or otherwise made known to the Contractor prior to trenching. If damaged. repair or replace of no cost to the Owner. 2. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3. If utility service Is Interrupted as a result of work under this section, immediately restore service by repairing the damaged utility of no additional cost to the Owner. 4. If existing utilities are found to Interfere with the permanent facilities being constructed under this section, Immediately notify the Engineer and secure Instruction., 5. Do not proceed with disruption of service or permanent relocation of utilities until written instructions am received from the Engineer. B. Protection of persons and property. 1. Barricade open holes and depressions occurring as port of the work, and post warning lights on property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this section. C. Dewatedng: The Contractor, at all times, shall conduct operations .o as to prevent the accumulation of water, Ice, and snow in excavations or In the vicinity of excavated areas, and to prevent water from interfering with the progress and quality of the work. Under no conditions shall water be allowed to rise In open trenches after pipe has been placed. D. Accumulated water, Ice, and snow 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 private property, work completed or In progress, or public streets, nor cause any Interference In the use of streets and road by the public. Pipes under construction shall not be used for drainage of excavations. E. Maintain access to adjacent areas at all time. 3.04 TRENCHING A. Provide sheeting and shoring necessary for protection of the work and for the safety of personnel. 1. Sheeting and bracing required for trenches shall be removed to the elevation of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe. B. A trench shall be excavated to the required depth and to a width sufficient to allow for Joining of the pipe and compaction of the bedding and backflll material under and around the pipe. C. The completed trench bottom shall be firm for Its full length and width. D. If Indicated on the plans or directed by the Engineer, poor foundation material encountered below the normal grade of the pipe bed shall be removed and replaced with granular bockfill. E. Where pipes are to be placed In embankment fill, the excavation shall be mode after the embankment has been completed to a height of 3 feet plus the diameter of the pipe above the designed grade of the pipe. F. Excavating for appurtenances: 1. Excavate for manholes and similar structures to a distance sufficient to leave at least 12 Inches clear between outer surfaces and the embankment or shoring that may be used to hold and protect the banks. 2. Over -depth excavation beyond such appurtenances that has not been directed will be considered unauthorized. Fill with sand, gravel, or lean concrete as directed by the Engineer, and at no additlonal cost to the Owner. G. Excavation shall not Interfere with normal 45 degree bearing splay of foundations. H. Where utility rune traverse public property or are subject to governmental or utility company jurisdiction, provide depth, bedding, cover, and other requirements ae at forth by legally constituted authority having jurisdiction, but in no case less than the depth shown in the Contract Documents. I. Where trenching occurs In existing lawns, remove turf in sections and keep damp. Replace turf upon completion of the backfilling. 3.05 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material shall be placed to the limit. of the excavation and to a depth beneath the pipe as specified. This material shall be either sand, gravel, or crushed stone and shall not contain large lumps and stones over one Inch In diameter. As the pipe le laid, bedding material shall be extended to 6 Inches above the pipe and leveled along the width of the trench. 3.06 BACKFILLING A. Backfilling shall not be done in freezing weather, with frozen materials, or when materials already placed ore frozen. B. Backfill material shall be evenly spread and compacted in lifts not more than 12 Inches thick or as approved by the Engineer. Previously placed or new materials shall be moistened by sprinkling, if required, to ensure proper bond and compaction. C. Trenches which have been Improperly backfilled, enclosed or covered up before it has been approved shall be reopened. Refill and compact as specified, or otherwise correct to the approval of the Engineer, at no additional cost to the Owner. D. Take special care in backfilling and bedding operations to not damage pipe and pipe coatings. E. No compacting shall be done when the material Is too at to be compacted properly. At such times the work shall be suspended until the previously placed and new materials have dried out sufficiently to permit proper compaction, or such other precautions are token as may be necessary to obtain proper compaction. F. Backfill material shall be compacted to the following percentages of maximum dry density and the in -place moisture content shall not be more than 2% above the optimum moisture content, as determined by Standard Proctor ASTM D698. 1. Around all structures, under roadway paving, shoulder and embankments - 95X 2. All other areas - 90R G. Frost Protection: Pipe. laid with lees than the minimum cover over the crown and when approved by the Engineer shall be protected against freezing by installation of rigid Insulation for the width of the trench. Insulation shall be a minimum of 2 inches thick with one additional Inch of thickness for every foot of depth of piping less than 5 feet. The sheets shall be placed 6 Inches above the crown of the sewer after compaction of the 6 Inch lift immediately above the crown. Care shall be exercised by the Contractor during backflll and compaction over the insulation. The sheets shall meet the compressive strength requirements of ASTM D1621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS A. After the trench has been backfilled to above the pipe and has been compacted as specified, check sewers and stormdralns to determine whether displacement has occurred. B. Visually Inspect pipe Installation by flashing a light between manholes or between the locations of the manholes, by means of a flashlight or by reflecting sunlight with a mirror. C. If the Illuminated interior of the pipe line shows poor alignment, displaced pipes, or any other defect., correct the defects to the specified conditions and at no additional cost to the Owner. D. After visual approval of pipe, a 95% mandrel test may be RECEIVED AUG 3 1 2010 City of So. Burlington f CIVIL ENGINEERING ASSOCIATES. INC, P.O. BOX485 SHELBURNE, VT 05482 a02- 2a20 FAX, "0 52221 web: xww.ceRKcwn APPLIED ECOLOGICAL CONSULTANTS DRAwN ACL DSM APPROVRD DSM APPLICANT SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: LAND USE PLANNER/ARCHITECT LOONEY RICKS KISS NASHVILLE, TN CML ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT TRAFFIC ENGINEER TND ENGINEERING OSSIPEE, NH LANDSCAPE ARCHITECT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SOUTH VILLAGE So ,b Bu rl l nx1 V,r SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT I DATR I MC- I ]mr.oN 1 SPECIFICATIONS1 DAn DRAWING NUYBRR MAY, 2008 ASSHOWN C-13.8 ASSHOWN PRol. No. 01243 SECTION 02439 - STONE FILL. PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Stone "I - Types I, II, If. and IV. 2. Rip -Rap - Heavy Type. Light Type. 3. Geotextile Fabric. B. This work shall consist of furnishing and placing protective materials In conformity with the dimensions, slow we and at the Iacations Indicated In the contract or as directed by the Engineer. 1.02 REFERENCES A. VAOT Standard Specification. Section 700. PART 2 - PRODUCTS 2.01 STONE FOR STONE FILL A. Stone for stone fill Mall be approved, hard, blasted angular rock other than serpentine rock containing the fibrou. va chrysat9e (asbestos). The least dimension �1 W of the stone shall be greater than 1/3 of the longest (n dimension. The stone fill Mall be re ... nobly well graded •Q from the smallest to the maximum size stone specified so as to torn a compact mass when In plot.. (� Type I: The longest dimension of the stone Moll wry from 1 Inch to 12 Inches, and at least 50 percent of the volume of the stone in place sholl haw a least dimension of four c G Inches. Type II: The longest dlmenelon of the stone shall wry from 2 Inches to 36 Inches, and at least 50 percent of the volume TI of the stone In place shall haw a least dimension of 12 ri Inches. Type III: The longest dimension of the stone Mall vary from 3 Inches to 48 Inches, and at least 50 percent of the M volume of the stone In place shall have a least dimension of 16 Inches. N Type IV: The longest dimension of the stone Mall wry from t--1 3 Inches to 60 Inches, and at least 50 percent of the volume of the atone in place shall how a least dimenelon of 20 O Inch". Q 2.02 RIP -RAP N A Stone far rip -rap Mall be approved, rough, unhewn quarry \ stone, as nearly rectangular in section as practicable. The fl stone shall be hard, sound and resistant to the action of M water and weathering. They Mall be of a rock type other \ than serpentine rock containing the fibrous variety chrynotle (asbestos) and suitable In awry respect for the co purpose Intended. I Heavy Type: The Individual stop" Mall have a depth equal 0) to the thickness of the course of rip-rop. At least 75 percent of the volume of the rip -rap, complete in place. Mall consist of stones that new a minimum volume of 16 cubic feet. V / Light Type: The Individual stones shall have a depth equal to the thickness of the course of rip -rap. The rip -rap, Ucomplete In place, Mall consist of atop" that have a w minimum volume of 1/2 cubic foot. 2.03 GEOTEXIILE FABRIC V / A. Gmtextile fabric Mall conform to the requirements of 1 Section 02210 - Site Earthwork. JPART 3 - EXECUTION f_q 3.01 PREPARATION QA. The areas to be protected Moll be constructed and graded to the lines Indicated on the plans or as directed by the Engineer and, If a fill area. Mall be compacted. All slopes shall be maintained to the neat lines Indicated en Qthe plans prior to the placing of geotextile fabric or 1 bedding material, stone fill, rip -rap or slope paving. 3.02 PLACING STONE FILL A. The specified stone fill shall be placed In one course l- thickss neas Mown on the plans In a manner that will maull O Ina rosonobly well graded surface. Care ehdl be taken In J the placing to avoid displacing of the underlying material. 1 B. The storm shall be so placed and distributed that there (� will be no accumulations of either the larger or .moiler w} sizes of Stone. N C. Rearrangement of the stone fill by hand labor or mechanical r,l equipment may be required to obtain the specified results. OD. When stone fill and geotextile fabric are to be placed as part of an embankment, the protective materials Mall be M placed concurrently with the construction of the embankment union otherwise authorized by the Engineer. N E. When Stone fill and geotextile fabric is to be placed under TI water, methods shall be used that will minimize segregation and Insure that the required thickness of protective material will be obtained. ri SECTION 02513 - BITUMINOUS CONCRETE PAVING C) PART 1 - GENERAL C) 1.01 SUMMARY A. Section Includes: Ln 1. Base Course. 11 2. Leveling Coursm U 3. Finish Course .�3 B. General: This work shall consist of one or more eoursee of mixture, constructed on a prepared foundation in Qbituminous L accordance with these Specifications and the type of surface being placed, and In conformity with the lines, grades, thickness" and typical cross .actions sho.n on the plans or by the Engineer. Qestablished 0 1.02 QUALITY ASSURANCE A. Use adequate numbers of .killed workers who are thoroughly Q trained and experienced in the necessary crofts and who are U th the pacified requirements and the completely familiar withe o methods needed far performance of the work of this O Section. B. All materials end installation shall be In occordence with The Asphalt Institute Monual (MS-4) and the VAOT Standard Q Specifcatior.. 1990. C. Mixing Plant: Conform to State of Vermont Standard. D. Obtain materials from some source throughout. 1.03 PROJECT CONDITIONS A. Bituminous concrete shall not be placed between November 1 and May 1. Material shall not be placed when the granular subbase is wet or when the air temperature at the paving site In the shade and away from artificial heat 1. as follows: Air Temperature Pavement Degrees Fahrenheit Compacted Depth 40 Degrees or below Greater than 1 114- 50 Degrees or below Lees than 1 1/4 PART 2 - PRODUCTS 2.01 MATERIALS A. Materials Mall be combined and graded to most the criteria as defined In the VAOT Standard Specifications, Divlslon 700 for Type 11 (base course) and Type III (finish course) bituminous concrete. B. Gradation: Materials shall be combined and graded to mot composition limits specified In VAOT Standard Specification, Section 406.03. for the base coupe and finish course. C. Thickness of paving for drives and parking lots shall be as shown on the plans, consisting of base course and finish course. D. For pavement reconstruction areas due to trenching, the depth of each course shall 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 cast to the Owner. 2,02 TRAFFIC MARKINGS A. Traffic morking paint to be factory -mixed, meeting the requirements of the VAOT Standard Specifications, 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 Section 02210 - Site Eorthwork. B. Verify that compacted granular base Is dry and ready to support paving and Imposed loads. C. Verify gradients and elevatlons of base are correct. 3.03 PREPARATION A. Matching Surfaces: When a new pavement Is to match an existing bituminous pavement for a roadway or trench, the Controctor shall vertically smooth cut the existing Pavement, over the existing gravel base. The smooth cut Mall be thoroughly cleaned and coated with Emulsified Asphalt, RS-1, }1st prior to paving. 3.04 PREPARATION - TACK COAT A. When the bottom course of bituminous concrete pavement Is left over the winter, m paving is to be made over an exlstIng bituminous concrete pavement, the existing surface shall be cleaned 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 ON to prevent bond with asphalt pavement. Do not tack coat these surfaces. 3.05 PLACING ASPHALT PAVEMENT A. Place to compacted thickness Identified on the plans. B. 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 even and smooth finish, without roller marks. 3.D6 JOINTS A. Joints between old and new pavements or between successive doll. work shall be made so as to Insure a thorough and continuous bond between the old and new mixtures. Whenever the spreading process is Interrupted long enough for the M mixture to attain Its Initial stability, the paver all be removed from the mat 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 .tralght-edge. The butt Joint shall be thoroughly tooted 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-1, before the adjacent mat Is placed. If they have been expand to traffic, they Mall be cut bock to a clean vertical edge prior to painting with the emulsion. D. Unless otherwise directed, Iongitudinol pints shall be offset at least 6' from any pint In the lower courses of pavement. Transverse pints shall not be constructed nearer than one foot from the transverse pints constructed in lower CW- 3.07 TOLERANCES A. The surface will be tested by the Engineer using a 16 foot straight -edge at selected locations parallel with the centerline. Any variations sect"ding 3/16 of on Inch between any two contacts Mall be satisfactorily eliminated. A 10 fact straight -edge may be used en o vertical curve. The straight -mg" Mall 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 on surfaces until thoroughly cool and hard. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within one year of completion of the Contract, such pavement shall be repaired at the Contractor's expense. If the Contractor fall. to make such repairs promptly upon receipt of notice to do so from the Owner, than the Owner may make such repairs as necessary and the Contractor shall poy the Owner for all costs incurred In making such repair.. 3.10 MARKING PAVEMENT FOR PARKING A. Striping -Thoroughly clean the areas to receive striping and 1, all striping as Indicated on the Contract Plans. All striping sholl be 4' wide unless otherwise noted. B. Miscellaneous - Provide handicapped symbol& and all other miscellaneous signs and symbols as Indicated on 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 compressive strength of 4.000 psi at 28 days and shall conform to the requirements of Cast -in -Place Concrete. 2.02 ADMIXTURES A. Air -entraining admixture shall meet or exceed ASTM C260. Air content shall range from minimum of 5% to 7R maximum. 2.03 EXPANSION JOINT MATERIAL A. Expansion Joint material shall be premolded 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 material upon which the curb Is to be set shall be compacted to a firm, own surface. All wtt and unsuitable material shall be removed and replaced with suitable materlol which shall be thoroughly compacted. B. Installation: The curb shall be set so that the front top line is in close conformity to the line and grade required. All pace under the curting Malt be N,ad 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 shall be by spoding or other approved methods. Form. shall be left In place far 24 hours or until the concrete has set sufficiently Ro that they can be removed without Injury to the curbing. Upon removal of the forme, 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 finiehen shall be employed. D. Sections: Curbing shall be constructed In sections having Uniform length of ten feel, union otherwise ordered. time shall be separated by pan jI 1/8 Inch wide except at expansion pints. E. Expansion Joints: Expansion joints shall be formed at the Intervals shown on the plans using o pre -formed expansion joint filler having a thickness of 1/4 Inch cut to conform to the cross-section of the cum. They shall be constructed at 20 foot Intervals or as directed by the Engineer. When the cum is constructed odJocent to w on concrete pavement, expansion joints shall be located opposite or at expansion )Dints in the pavement. F. Backfilling: After the concrete has set sufficiently, the spaces In front and back of the cum shall be filled to the required elevation with layers of not more than six Inches of the Rome material as the bedding and thoroughly tamped. G. The Contractor shall protect the cum and keep It In alignment until the completion of the contract. Each cum which 1. damaged at any time previous to final acceptance of the work shall be removed and replaced with satisfactory cum at the Contractor's expense. 3.02 CONCRETE SIDEWALKS A. Excavation and Foundation: Excavation shall 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 tams. Bed tour" materlal shall be placed to the depth and section shown on the plans. When the layer required excmds six Inches, two layers of approximately equal depth shall be placed andeach layer thoroughly compacted so that It is hard and unyielding. The wetting of bed tour" material may be required to obtain the compaction. B. Finishing: The surface ehdl be finished with a wooden float. No plastering will be permitted. The edges all be rounded with on edgy having a radius of 1/M 4 Inch. The surface of the sidewalk, after the floating and standing process is completed, shall be finished with a broom of a type approved by the Engineer, drawn over the surface parallel to the transverse pints. Special texturing on sidewalk ramps Mall be Installed In accordance .ith construction pion details. C. Joints: Unless otherwise Indicated on the plans or directed by the Engineer, expansion pints shall be placed every 20 feet. Exponsln pints shall be formed around all appurtenances such as manholes, utility poles and other obstructions extending Into and through the sid"dk. Pre -formed pint filler 1/4 Inch thick Mall be in In these pinta. Expansion pint filler of the thickness Indicated shall be Installed between concrete sidewalks and any fixed structure such as a building or bridge. This expansion pint material shall extend for the full depth of the walk. Between the expansion pints, the sidewalk shall 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 expon- .bn, pint material shall be placed between sidewalk and cum far the depth of the sidewalk. D. Curing: During the curing period all traffic. both pedestrian and vehicular, shall be excluded. Vehicular traffic shall be excluded far such additional time as the Engineer may direct. E. Backfilling: Before the concrete has been opened to traffic, the space on each old. of the sitewdk sholl 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. Valves 3. Fittings 4. All other appurtenances necessary to complete the water main system a. shown on the Contract Plans. 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessories specified. Indicating compliance with requirements to the Engineer and local municipality. 1.03 DUALITY 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, tee., reducing tees, eyes, couplings, Increasers, crosses, transitions and and caps of the sane type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer as necessary to complete the water system. 2.02 DUCTILE IRON WATER PIPE A. Pipe shall be Tyton Ductile Iron Class 52 (sizes as shown on the plans) conforming to current ANSI/AWWA C151/A21.51 latest revision. Push -on Joint pipe sholl be minimum thickness Class 52. Push -on )Dint accessories shall conform to applicable requirements of ANSI/AWWA C111/A21.11. B. Pipe shall be cement mortar lined on the inside In accordance with ANSI Specification A21.4 except that the cement lining thickness shall not be less than 1/8 Inch. A plus tolerance of 1/8 Inch will be permitted. C. Pipe Mall be given an interlor bituminous coating In accordance with ANSI Specification A21.4 and on 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 shall be allowed In Ileu of ductile Iron fitting. Class 350. Ductile Iron compact fittings conforming to AWWA C153-88 will be allowed in lieu of full body fittings. B. All M.J. fittings sholl haw mega -lug glands for additional Joint restraint. C. Bolts shall conform to ANSI Specification A21.10. 2.06 GATE VALVES A. Valves shall be manufactured to meet oil requiremenb of AWWA Specification C509-87. Valves 12 Inches and smaller shall be bubble tight, zero leakage at 200 pal working pressure. Volvos shall hove non-rl.ing stems, open counterclockwise, and be provided with a 2 Inch square operating nut with arroe cast In metal to Indicate direction of opening. Each valve shall haw makers name, pressure rating and year in which manufactured cast on the body. Prior to shipment from the factory, each calve shall be tested by hydrostatic pressure equal to twice the specifled waking pressure. Gate vulvas shall be Mueller. Dressor or Kennedy. B. Buried calves shall be installed with a valve box. 2.07 VALVE BOX A. Cost iron New England style slide -type, 5 1/4 Inch shaft, 6 foot trench depth. B. Cover shall be cast Iron, marked 'WATER' and Indicating direction of opening. PART 3 - EXECUTION 3.01 INSTALLATION PROCEDURES A. Installation of all water lines shall be In accordance with AWWA C 600 latest revision. B. All pipe and fitting. shall be Inspected and tested In accordance with the manufacturers specifications and the aforementioned AWWA Specifications. The Contractor shall furnish for approval certification from the pipe manufacturer that all tests have been performed with satisfactory result.. Pipe shall not be installed without the Engineer's approval. C. Pipe, fittings, and accessories shall be carefully handled to avoid damage. Prior to the data of acceptance of the project work by the Owner, the Contractor shall replace any new pipe or accessary found to be defective at any time. Including after Installation, at no expense to the Owner. D. All pipe showing cracks shall be rejected. If cracks occur In the pipe, the Controctor may, at his own expense and with the approval of the Engineer, cut off the crocked portions least a point at Ist 12 from the visible limits of the crack and use the sound portion of the pipe. E. All pipe and fittings shall be cleared of all foreign matter and debris prior to Installation and shall be kept clean until the time of acceptance by the Owner. F. The pipe shall be laid to conform to the lines and grades Indicated on the drawing. or given by the Engineer. Each pipe shall be so laid a. to form a close pint with the next adjoining pipe and to bring the Inverts continuously to the required grade. G. At all tines, when the pipe laying Is not actually In progress, the open ends of the pipe shall be dosed by temporary watertight plugs or by other approved means. If water Is In the trench when work is resumed, the plug shall not be removed until all danger of water entering the pipe has passed. The pipe shall be Installed in trenches and at the line and grade shown on the Contract Plans. Any deflection joint. shell be within the limit. specified by the manufacturer. H. All piping and appurtenances connected to the equipment shall be supported so that no strain will b. Imposed on the equipment. If the equipment manufacturer's specifications Include that piping loads are not to be transferred, the Contractor shall submit cartificotim of compliance. I. For pressure piping, concrete thrust blocks shall be Instilled at all unrestrained fittings and other locations as Indicated on the Contract Plans. Minimum bearing area shall be as shown on the Contract Plane. Concrete shall be 2,500 pet. Concrete shall be placed against undisturbed material and shall not cover Joints, bolts or nuts, or Interfere with the removal of any Joint. Wooden aide forms shall be provided for thrust blocks. J. CanductiNtry, y bonds or wedges shall be Installed at eve pipe pint. K. A minimum separation of 18' vertical and 10' horizontal Moll be maintained between the outside of all water and sewer Inn" union a variance is granted by the Water Supply Dlvialon. L There shall be no physical connection between the distribution system and any pipes. pumps, hydrants, or tanks which are supplied or may be supplied with a water that is, or may be contaminated. M. The Contractor Mall take oil necessary precautions to prevent flotation of the pipe In the trench. N. All trenching safety standards shall be In conformance with Oil applicable State and Federal guidelines. The Contractor shall be solely responsible for any safety citations by State or Federal Inspectors. 3.02 SETTING OF VALVES AND FITTINGS A. Valves, fittings. plugs, and caps shall be set and Joined to pipe In the manner pacified above fa laying and Joining pipe. B. Valve boxes are to be Installed on all buried calves. The boxes Mall be cast Iron with o minimum 5 1/4' diameter and long enough to extend from the wive to finished grace. The box" Mall enclose the operating nut and stuffing box of the valves. Volvo boxes Mall not transfer loads onto the calve. C. Cover. shall be close fitting and dirt tight with the top of the cover flush with n the top of the box rim. Coveshall be marked 'WATERwith an arrow indicating the direction of opening. 3.04 DISINFECTION A. Disinfection of the pipeline shall be directed by the Engineer and costs for all water, materials, equipment and labor to perform the required testing shall be at the Contractor's expense. AWWA Standard C-651 (latest revision) shall be used as a basis far the disinfection process. All dlsinfectien/ testing shall be completed by an Independent third party unless othemise approved by the Engineer or local municipality. B. The Engineer will require as minimum: 1. Complete flushing of the pipeline to wash out all dirt, debris, etc. which may haw accumulated in the pipeline during construction. 2. Following flushing (to clean clear water), the Contractor will add chlorine to the entire pipeline volume of water such that the water will have not lass than 25 mgA free chlorine, and let the mixture set for at least 24 hours. 3. After the 24 hour duration, the water in the plpaline shall be tested for residual free chlorine and must contain a minimum of 10 mgA chlorine. If Ie.s than 10 M mgA are found, then the disinfection procedure all be repeated until at least 10 mgA chlorine residual Is Indicated by test. 4. Upon successful completion of the step. above, the pipeline shall be flushed again until the chlorine concentration In the pipeline Is no higher than that prevailing In the supply system. After this Mal flushing and before the pipeline is placed in service, bacterlologlcal samples shall be collected on two consecutive days, and submitted to the Vermont Health Department for analysis. If the Initial disinfection fails to produce somplm which pan the Vermont State Heath Deportment requirements for potable drinking water, then the process Moll be repeated until satisfactory results are obtained. Upon satisfactory results by the Vermont State Health Department, the pipeline may be placed in service. 3.05 PRESSURE AND LEAKAGE TESTS A. The Contractor shall furnish all gauges, testing plugs, cape and all other necessary equipment and labor to perform leakage and pressure tests In sections of an approved length. Each valved section Or a maximum length of 1,DDO feet of pipe shall be tested. The Contractor Mall provide at his own expense any additional tops to the water line necessary to perform the pressure and leakage test between wives. All disinfection/tetting shall be completed by on Independent third party unless otherwise approved by the Engineer or local municipality. S. All water required far testing shall be potable. All testing Moll be conducted In the prmence of the Engineer. C. The Contractor Mall make the necessary provisions to top the pipe at the high point to release all air and Mall plug some after completing the test. Hydrants or blowoffs located at high points may be used for air release In lieu of taps If approved by the Engineer. D. Far the pressure test, the Contractor shall develop and maintain for two hours 15OX of the working pressure or 200 psi, whichever I. greater. Failure to hold within 5 psi of the designated pressure fa 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)D. 5 L= SDPO.5 7,400 Whichever la lee. S - Length of Pipe Testing L - Allowable Leakage in Gol/Hr D - Nominal Diameter of Pipe ) P - Average Test Pressure (psi N - Number of Joints In the Pipeline Tested All testing shall be conducted In accordance with AWWA C600 (latest revision). F. Should any section of pipe fall either the pressure or leakage test, the Contractor shall do everything necessary to locate and repair or replace the defective pipe, fittings ar Joints at no cost to the Owner. PLANS PREPARED BY: f CIYL ENGINEERING ASSOCIATES. INC. P.O. BOX 485 SHELBURNE, Vr 05482 e02-0 2323 FAX BM2-l1B5.2211 wee' --.- APPLIED ECOLOGICAL CONSULTANTS naAwN ACL cRscasn DSM "PROM DSM APPLICANT: SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: LAND LISEPLANNER/ARCHI7ECT LOONEY RICKS KISS NASHVILLE, TN CM ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, VT TRAFFIC ENGINEER TND ENGINEERING OSSIPEE, NH LANDSC41PE ARCHITECT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SOUTH VILLAGE Su rh Bu rli nR, V.•r SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT ECEIVED AUG 3 1 2010 y of So. Burlington non CR.C® R.y1510x SPECIFICATIONS "n nRA.iNG NUMBn MAY, 2008 salt AS SHOWN C-13.9 PROD. NO. 01243 SOUTH BURLINGTON WA'I ER DE PAR'f"I NOTES. I All domestic ervicei and fire ,pnnkler system, that are connected to the public water ,y,tcm shall he protected with a Nckllow prevcnhon assembly, and an appropriate thermal ,pan - n ,v,tcm in compliance with the Ordinance for the Control of Craig Conncclion, Within the Water S,Acru of the City of South Burlington, henceforth the Backlhrw Ordinance." Please contact this dpanmcnt for more informal,,, on hackllow prot,ctiun device. 2. Acc ..I he provided m the Deportment for those curb ,top, and gate valves located um,adc the City ROW tin d-onnccung .service to delnui... t aecounis provided that the City of South Burlington follow, the requirement, set forth in State Statute'I rile 24 V_S. A. Chapter 129. 1Jnilimm Water and Sewer D-onnent _ 3_ Bight -inch Ductile Iron (DI) water pipe shall has, no less than three (3) brass wedge, installed at each joint Bury depth to the new main shall he si.v feet (6) to the tp of the pipe. 4_ All hydrants shall meet the aforementioned spe iificnion,, and a hydrant Flag shall be supplied with each hydrant. I-Ivdram drain„hall have all drains plugged prior to installation. 5_ No underground utility line, or structures shall be installed within four feet (4') front the water main on ime, ,it,, firm the top of the main to the finish grade, with the caption of ,loom x ,o and sanitary ,ewe lines a, aabid in the ubo v, refers c,d Specification 'frees .,ball not he placed over any water main or service line, nor placed within twenty feet (20') W anv appurtenance, including tiro hydrants 6_ Separation between the water main and service line and nearby, .sanitary and storm veer lines shall comply with the VI WSR requ-memts and the above referenced Specih.hons 7_'fhe South Burlington Water Dpanmunl admanec slate, That "All water lines and appurtenance, not located in the City right.tf-wav or public grounds shall be considered private pursuant to the ordinance and others of the City," and, S. ""lire Department shall not maintain any water line, that have not formally been accepted by the City, eve pu in subdivisions that me de,agned to Department Specifications and are intended to c.-,Tied," and 9. "All water lines and app,,t,nanccs located within an area x) designated as restricted or private by the developer shall he considered private." 10. AI this lima pmatc fa hydrants aa-a,x-s: d a $100 par hydrant annual fa;, and sprinkler systems are assessed a $30 annual fee I I prior to any building construction, the building convector most crn tact Ibis Department to discuss City mquirement, for md,r si ing, meter ,citing,, and NUN,,, poucetum 12. '1 he SBWD ,hall h, son( any twur, hard cps plans involving Ibis prolect for review an . Future plans must include details d specifications as required in the above re1,,-c,a speeifiemien, 13_ "rhe SBWD shall be notified prior to buckfilling to inspect all oint,, filling,, main line laps, appunenanccs, water line crossing,, and tc ung. 14. The polyethylene pipe enoa entem and intallanoa ,hull conhnn to current ANSI/AW W A C 105/A21.5 Specification, 15. A hard copy set of As-Bmills as well n on,,Imtntnic e ,py in Aut,-CAD dwg Version 14 Formal or ncwcr,hall be applied Io this department upon completion ot'the water system improvements SECTION 02725 - DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1. Drainage pipe and appurtenances. 2. Drainage structures. B. Related Section.: 1. Section 02225 - Utility Trenching and Backfilling 1.D2 SUBMITTALS A. Manufacturer. technical data for: 1. Pipe and appurtenances. 2. Structures. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Furnish ails, tees, reducing tees, wyes, couplings, Increasers, crosses, transitions and and caps of the same type and ciao. of material as the conduit, or 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 plpe conforming to ASTM Specification D3034 or F679, (PVC) sewer pipe and fittings SDR 35. 2. Corrugated Poyethylene pipe and fittings (smooth Interior) meeting the requirements of AASHTO M-294 and M-252. 2.03 CONCRETE STRUCTURES A. ASTM C478, sized as indicated. 2.04 METAL ACCESSORIES A. Manhole frames and covers: 1. Grey cast iron, ASTM A48, as shown an 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. have been corseted. 3.02 GENERAL A. When existing underground utllities, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3.03 PREPARATION A. Hand trim excavation (where necessary) to required elevations. Correct over -excavations with fill material. B. The slopes shall be graded to match the grade as shown on the plans. Where required, and sections shall be placed and backfilled to prevent undermining. C. Remove large stones or other hard matter which could damage drainage structures or Impede consistent backfilling or compaction. 3.04 INSTALLATION OF PIPE A. Pipe shall be installed in accordance with Section 02225 - Utility Trenching and Backfilling. 3.05 INSTALLATION OF DRAINAGE STRUCTURES A. Precast concrete structures: 1. Place precast concrete structures and covers as shown an the Contract Plans. 2. Where manholes occur in povamant, set tope 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 shown on Contract Plans. SECTION 0273D - SANITARY SEWER SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Gravity Sewer Pipe B. Related Section.: 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 sanitary sewer materials and construction of some shall be as shown on the Contract Plans and shall meet the requirement. of the State of Vermont Agency of Natural Resources (Department of Environmental Conservation) and the Publc Works Standards and Specifications of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish ells, tees, reducing teas, wyes, couplings. Increasers, crosses, tranaltians and and caps of the some type and elaas of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable 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 Specifications D-3034 or F679, Type PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fittings. SDR 35 pipe. All pipe and fittings shall be clearly marked as follows: - Manufacturer's Name and Trademark - Nominal Pipe Size (as shown on plans) - Material Designation 12454-C PVC - Legsnd Type PSM SDR 35 PVC Sewer Pipe or 'PS 46 PVC Sewer Pipe - Designation ASTM D-3034 or F679 B. Joints shall be push -on type using elastomerlc gaskets and Mall 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 Mall 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. PART 3 - EXECUTION 3.01 GENERAL A. Care shall be exercised by the Contractor to avoid 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. C. Installation of pipe shall be In accordance with Section 02225 - Utility Trenching and Backfilling and as specified by this section. 3.02 BEDDING FOR PIPE A. The bedding material shall be shaped to fit the pipe for o 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 Mall begin at the outlet end and the lower segment of the pipe shall be In contact with the shaped bedding throughout its full length. Bell or grooved ends of rigid pipes and the circumferential laps of flexible pipe shall be placed facing upstream. C. All pipe and fittings shall be carefully examined for defect. and no pipe or fitting. shall be laid which ore known to be defective. If any defective piece is discovered after laying. It shall be removed and replaced at the Contractors expense. All pipes and fittings shall 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 llnes and grades Indicated on the drawing. 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 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 shall not be removed until all danger of water entering the pipe is 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. 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 debris. B. All testa shall 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 shall be conducted In accordance with the following procedures: 1. Each end of the test section shall be plugged, capped and braced. Necessary safety precautions shall be taken to prevent blowouts and possible injury. 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 valves and Premium gauges. These Mall allow air to enter the sewer test line, monitor air pressure In the sewer, shut off air, and provide pressure reduction and relief. The monitoring pressure gauge Mall hove a range of 0-10 psi with divisions of 0.10 psi and accuracy of 0.05 psid:. 3. The air compressor and air supply shall be connected to the test line and the test section filled slowly, until constant pressure of 4.0 psig is maintained. 4. A pressure above 3.0 psig sholl be maintained for at least five minutes to allow the temperature to stabilize. A check for leak. Mall be made and if any are found, the pressure Mall be released and the fitting replaced or repaired. 5. After the stabilization period, the pressure Mall be adjusted to 3.5 paig and the air supply disconnected. 6. Measure and record the time interval for the test line pressure to drop from 3.5 psig to 2.5 psig. 7. If the groundwater table Is above the pipe. Increase above test pressures 0.5 psig for each foot the groundwater Is above the Invert of the pipe. 8. The requirements of this specification 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 prss.ure of any groundwater that may submerge the pipe Is not less than that computed according to the following table: Minimum Test Time for Various Pipe Size. Diameter (inches) rim. (Sec./100 Ft.) 4 18 6 45 8 75 10 90 12 110 Minimum Test Period - 1 minute RECEIVED AUG 3 1 2010 City of So. Burlington PLANS PREPARED BY: f CIVIL ENGINEERING ASSOCIATES. INC, V.O. BOX485 SHELBURNE, VF 05482 e02-e65-2W3 FAX 90241852271 wee.. www.ca w- APPLIED ECOLOGICAL CONSULTANTS 0-" ACL L.c"D DSM APPRMD DSM APPLICANT SOUTH VILLAGE COMMUNITIES, LLC. PROJECT CONSULTANTS: LAND USE PLANNER/ARCH/7FCT LOONEY RICKS KISS NASHVILLE, TN CIVIL ENGINEER CIVIL ENGINEERING ASSOCIATES SHELBURNE, Vr TRAFFIC ENGINEER TND ENGINEERING OSSIPEE, NH LANL7SC,A'E ARCHITECT LAND -WORKS MIDDLEBURY, VT PROJECT TITLE: SOUTH VILLAGE S„ a th Ba rli mar vrr SPEAR STREET AND ALLEN ROAD SOUTH BURLINGTON, VT RErniNON SPECIFICATIONS DATE DRuMG Nt1.BRR MAY, 2008 SCALE AS SHOWN C-13.10 PROJ. ND. 01243 LANDSCAPING LEGEND CPROPOSED DECIDUOUS TREES PROPOSED EVERGREEN TREES PROPOSED MULTI -STEM AND FLOWERING TREES CED PROPOSED DECIDUOUS SHRUBS O PROPOSED PERENNIAL AND HOSTA MIX PROPOSED EVERGREEN SHRUBS Q PROPOSED BOULDERS RECEIVED AUG 3 1 2010 City of So. Burlington Trees _ Qty Code ScierN/lic Name _ Common Name SJzenpe,EdXbleible Notm 1 AG ACER grleaum Paperbark Maple 12'Ht.clam p.3 slam. 3 AG AMELANCHIER x gr-dill.re Apple SeMceberry(Juneberry) 8'Ht. clump, 6-].lama 3 CM CORNUSmee Cornellan Cherry 8'Ht. clump, 3-5stem.3 GTIS GLEDITSIAti.'Skylne' Skyine Honeylocuet 3'Cal.1 JC JUGLANS c—rea Busemut 2.5"Cal.2 MFJ MALUST,i Fuli Fr ilmg Apple 2.5'C.112 MMC MALUS'Ntlnbsh' Mclnbsh Fmitmg Apple 2.5'Cel.X1 PGl PICEAglaum While Spruce 10'Ht.1 PG2 PICEAglaum White Spruce ]'HtPxBPpu. z'BeNIYB.dcft Pear 2.5"Cal.XPx5 Pyrs x'Seckel' Seckel Pear 2S"Cal.X 4 OR IQUERCUI rubre IRed Oak 3"Cal. B&B 17 1 TOE THUJAoaldentalis'Emereld' Emerald MboMlae 6'Ht. B&B 30"O.C.-maintain al5-8'ht. 5 TON THUJAoacldenlali.'Nigra' Dark Amedcan Wb.N.. 6'Ht. B&B Qty. Code Scientific Name Common Neme Size Spec Notes 5 AAR AMELANCHIER anif.li.'R.g.nf Regent S,Nceben 36' Cont X 410.C. 2 MB ARONIAarbutlfolla Brillian4ssima' Bdhant Red Chokebeoy 5'H1. B&B t CB CORNUS baileyi Bailey Dog,wd 45 Cont. X 5 PS PRUNUSbesseyi Hansen's Bush Cherry 36-W Cont. X TO.C. 10 RBS RIBES'Ben Sarek Black' Ben Sarek Black Currant 36"Ht. Cont. % 10 RHR RISES'Hinnonmaki Red' Hinnomaki Red Gooseberry 36^Ht Cont X 6 RA RUBUS'Napaho' Arapaho Blackberry 30'HI. Cont X 6 RD RUBUS'Darmw' Darrow 30'Ht Cont. X 13 TMD TAXIJSxm,'Denslformm' Eerlow Vew 36'HI. B&B 3.5'0.C. 10 THE TAXUS xm.'Exedow Ewrlow Vew 36-W. B&B I Oty Code Scientific Name Common Name Size S Notes 180 PBG PJUGA repta ns'Burgundy Glow' Burgundy Glow Bu91ewee0 I 8"Clump I Cont 6 PWN PANICUM, .'GIOud Nine Cloud Nlne Swlkh Gress R5 Cont. Cent. 200 I bVr WALDSTEINIAtemata Barren Srawbeny 2GL Cent. ____________________________________ ______________________T t________________________________________________________________-" t _/ y --. �_�____ V -----�1.________ f � -�— _ --- l'}ty. Code Scientfi'c Neme Common Name Size Spec Notes 10 HSD HEMEROCCALLIS'Stellad Oro' tl2 Cont. r --------------------------------------------- v t t -""'-- ---------- __ PM Perennial&Hos M. N2 C-L —L TO BE DETERMINED v / / ' \ \ •w \ ^ � SOUTH VILLAGE LOT 4A: PLANTING SCHEDULE (OFF SITE) Trees 11 8 1 TON ITHWA.ccidentalis'Nigri Oark American Afbortilae I 6'HL B&B T. J. Boyle Associates, LLC s,,Nm elan /1g re� �� landscape architects . planning consuitants now© a mjb jdIS e8�/13/2010 South Villa C 7 _ 0 0 RaHsetl 08/11/10 Revbed show storege.nd Plain um 08/13Im 301 college street . budington . vermont . osao 1 802 .658 .3555 ht[p://wmw.yboyb.com mob as shown Lot 4A Planting Plan L I0 5 110 20 y L�� LANDSCAPING LEGEND 0 PROPOSED DECIDUOUS TREES PROPOSED EVERGREEN TREES _ PROPOSED MULTI -STEM AND FLOWERING TREES \L/ PROPOSED DECIDUOUS SHRUBS C�) PROPOSED PERENNIAL AND HOSTA MIX wo PROPOSED EVERGREEN SHRUBS CDP PROPOSED BOULDER RECEIVED AUG 3 1 2010 City of So. Burlington IIT14 V111 Ar.F 1 f1T dR PI ANTINr: Cr —ni II F ✓6 Code Scientific Name Common Name Size Spec Edible Notes AG ACER griseum Peperberk Maple 12' Ht. B&B dump, 3 stems A.G AMELANCHIERxgmndiflore Apple SerJcebeny(Junebeny) 14'Ht B&B X Gump, 6-�slems CM CORNUS mae Comelian Cherry 9'Ht B&e X dump, 3-5 slcrns GTIS GLEDITSIALL'Skyline' Skyline Honeybcusl 3"Cal. B&B JC JUGLANS clnoema Buternut 25"CaI. B&B X MFJ MALUS'Fuji' Fuji Fwitng Apple 2.5"Ca1. B&B X MMC MALUS McIntosh' McIntosh Frultlng Apple 2.5'Cal. B&B X PG1 PICEAgiauca White Spruce 10'HI. B&B PMR PRUNUS x Mount Royal' Mount Royal Plum 2'Cal. B&B X PrB Pyres x'Bartlelf 13edeh Peer 25" Cal. B8B X P. Py1us z'Seckel' Seckel Pear 2 5" Cal. B&B X OR OUERCUS Iubre Red Oak 3"Cal. B&B ' TOE THUJAoccidanb118'Ee,umld' Emerald ArboNtse 61Ht B&B I I 30"0.C.-mainlsinal5-6'ht. Cade S.I ra is Neme Common Neme Size Spec Notes AAR Ah1ELANCHIER aniblia'Regenf Regent SeNcebeny 36" Cont. X 4'0.C. AAB ARONIAerbutfolla'Brilli-fis ima' BHlliant Red Chokebeny 5'W B&B CB CORNUS belleyi Bailey Dogwood #5 Cont X FNH FORSy HIA'New Hampshire Gold' New Hampshire Gold Forsythia 4'Ht. Cont. X PB PRUNUS be .s Hansen's Bush Cherry 3W At. Cont X 2' O.C. RAG RHUS emm,bc 'Grow Low' Grow Low Sumac 45 Cent Cont. I RBS RIBES Ben Sarek Black' Ben Sarek Black Currant 3W At. Cont. X I RHR RISES'lim-nmakl Red' Hinnomski Red Gooseberry 36" Him Cont. X RH RUBUS'Herilage' Heritage Raspberry 36'Hl. Cont. X TO.C. R 36'HH Cent XI TRU TRAUMBIUSSx'Bmo.ne' Dsiform' oe E-rl B&B THE TAXUSxm.'E,,erlaw' Eerlow Vew 36"W, B&B Ground—rs & Gra— Oty. Code Scientific Name Common Name Size Spec Notes 220 MG AIUGAmpbna'Burgundy Glow' Burgundy Glow Bugleweed 8'Clump Cont. 130 Wi WAL05T 114IAternate Barren Srawberry 2pL Cont. 10"OC. Par mlials qty. Code Sclentffio Name Common Name Size Spec Notes 4 HSD HEMEROCCALLIS'Stello d Oro' A2 Cunt. PM Perennial&Hosb M, 1#2 Conl. Cue, I I TO BE DETERMNED Tree 3` PG2 PICEAglauca White Spruce 8'HL B&B 1 TON THUJA occidentalls'Nigra' Dark American ArboNlae THt B&S 1 I AAB ARONIA.—fiolia'Brillianiissima' Brilllanl Red Chokebeny 5'Ht I B&B Boyle Associates, LLC aom deb reyrelom dab Nr �¢ mlaslon o7i2s/to -- landscape architects • planning consultants fnjb jjds J11312010 South Village reed otullno --— T _ O reed br slww stom9a end Plam uat oansno _ 301 college street • Burlington • 1felmont • 05401 802 .658.3555 hhp.lNww tjboyle.cam Awn b .ro• 1" =10' Lot 4B Planting Plan L RECEIVED AUG 3 1 2010 City of So. Budington *j T -. - — '�- � tt�e r�#�-�_rxrr-t �S}ti �. �}�..'•�i E f �F r -. 4 77E 51 ism t .. • - - �_.:.. _. _.. � ,. :Lit. 1 �tE, __ - — __ I }E E 1TF { F Lr 1 � I • �}{�' EFE}F� r - 02"ZONTAL 51J'NL GARAGE ENTRY SIDE ELEVATION SIDE ELEVATION U vs•• = r-o° O INNOVATIVE DESIGN, INC. D°`eo I-21-10 P,Ofe" N— SOUTH VILLAGE Sheet Number: $ SPEAR STREET ! ALLEN ROAD 8 CARMICHAEL STREET, SUITE #104 2.2 � /j ESSEX JCT., VT. 05452 Dm— 8,. SOUTH BURLINGTON, VERNONT 2, 1 PHONE: (802) 872-8430 sneer title: FAX 872-8347 R. Name' EMAIL: RMDUFRESOSOVER.NET ELEVATIONS LOCATION PLAN NTS 39 STERLING CONSTRUCTION, INC N/F VOL. 1241, PG. 218 STERLING CONSTRUCTION, INC NF VOL. 1217, PG. 131 38 MADISON BANE - - _-- -- PRIVATE ROAD CORNER SITE TRIANGLE - - - RESTRICTIVE AREA UTILITY PEDESTAL (TYPICAL) I 24.00• �� I I 1 � I I\ I CONSTRUCTED LOCATION OF ' I CONCRETE I FOUNDATION I UNIT 40-1 I LAND AREA 5,059 sf _ I UNIT 40-2- LAND AREA g 2, 124 sf W o o UNIT 40-3 I � uWj LAND AREA W O w 5,289 of / � N I O IN w LEGEND PROJECT BOUNDARY — ABUTTING PROPERTY LINE SIDELINE OF BUILDING ENVELOPE Q SURVEY POINT (NO MARKER) WE NOW OR FORMERLY 2..>� LOT NUMBER AS SHOWN ON PLAN II REFERENCED IN NOTE #1. a UGErr/C --- -- UNDERGROUND ELECTRIC, TELEPHONE AND CABLE SERVICE ("�' ---- G -- UNDERGROUND GAS SERVICE --W-----------_— WATER SERVICE SEWER SERVICE STALING CONSTRUCTION, INC NOTES coV J 1. THIS PLAN IS BASED ON A PLAN ENTITLED "SOUTH VILLAGE, SPEAR STREET AND ALLEN ROAD, SOUTH BURLINGTON, VT., PHASE I ---��-_�'- SUBDIVISION PLAT." DATED, LAST REVISED lCIVIL ENGINEERING ASSOCIATES, AS RECORDED IN SLIDE 580 OF THE CRY AS R COR 0 OF THE / /� ( LAND RECORDS. 2. SEE THE ABOVE REFERENCED PLAN FOR THE PERTINENT SURVEY O NOTES. ^' 3. THE UNIT DIVISION LINES DEPICTED ARE INTENDED TO BE LLCONSTRUCTED. PROJECTIONS OF THE CENTERLINES OF THE PARTY WALLS AS -- 4. BEARINGS ARE BASED ON THE ABOVE REFERENCED PLAT. / 5. MONUMENTATION FOUND IS AS NOTED. 6 BURIED UTILITY LINES LOCATIONS ARE APPROXIMATE ONLY. ACTUAL I LOCATIONS MAY VARY. 7. SUBJECT PROPERTY IS BOTH SUBJECT TO AND BENEFITTED BY EASEMENTS FOR BURRED ELECTRICAL AND TELECOMMUNICATIONS LINES AND APPURTENANCES. EASEMENTS CONVEYED TO GREEN i MOUNTAIN POWER CORPORATION AND VERIZON NEW ENGLAND, INC. BY DEED DATED DECEMBER 13, 2007 AND RECORDED IN VOLUME 803 PAGE 687, SOUTH BURLINGTON LAND RECORDS. EASEMENTS ARE TYPICALLY 1" WIDE, CENTERED ON UTILITY AS CONSTRUCTED, EXCEPTAS SHOWN. STERLING CONSTRUCTION, INC 8. SUBJECT PROPERTY IS BOTH SUBJECT TO AND BENEFTTTED BY WE I EASEMENTS FOR BURIED NATURAL GAS LINES AND APPURTENANCES. o VOL. 1241, PG. 218 EASEMENTS CONVEYED TO VERMONT GAS SYSTEMS, INC. BY DEED DATED JANUARY 17, 2008 AND RECORDED IN VOLUME 807 PAGE 129, SOUTH BURLINGTON LAND RECORDS. EASEMENTS ARE TYPICALLY 19 2 WIDE, CENTERED ON UTILITY AS CONSTRUCTED. it 9. THE SUBJECT LOT IS DEPICTED AS LOT 40 ON THE ABOVE REFERENCED PLAT. LOT 40 FALLS WITHIN "ZONE C" (OUTSIDE OF ANY j FLOOD HAZARD AREA) AS IDENTIFIED BY FLOOD INSURANCE RATE MAP S 500007C2062D, WITH AN EFFECTIVE DATE OF JULY 18, 2011. I 10. FROST STREET IS DESCRIBED IN AN IRREVOCABLE OFFER OF DEDICATION TO THE CRY OF SOUTH BURLINGTON DATED OCTOBER. 2007 AS RECORDED IN VOL. 798, PG. 240 OF THE CRY OF SOUTH BURLINGTON LAND RECORDS. \ 45 CITY CLERK'S OFFICE CITY OF SOUTH BURLINGTON, VT. , 2015 RECEIVED FOR RECORD AT O'CLOCK _ M., AND RECORDED IN SLIDE* APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE DAY OF , 2015 SUBJECT TO THE REQUIREMENTS AND CONDRIONS OF SAID RESOLUTION. SIGNIED THIS DAY OF ,2015 BY (CLERK OR CHAIRMAN) LANDOWNER STERLING CONSTRUCTION, INC. 1037 HINESBURG ROAD SOUTH BURLINGTON, VT 06403 DEED REFERENCE: VOL. 1241, PAGE 218 LOT 40 AREA: 0.30 ACRE GRAPHIC SCALE % TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED ON INFORMATION ABSTRACTED FROM PERTINENT �O�LAS f �_ DEEDS AND/OR OTHER OFFICIAL RECORDS, AND ( IN FEET ) L. MARKERS EVIDENT ON THE PROPERTY, AND 1 inch = 20 ft. MS WITHT RQUIREsN.TS OF 27 VSA §14.HSDAY OF f2015 HENSONCONF No. 656 ,7Z, ATTEST: CITY CLERK BY je"" VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources Drinking Water and Groundwater Protection Division WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED to V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landowner(s): South Village Communities, LLC Permit Number: WW-4-2613-8 c/o Robin Jeffers PIN: EJo5-o114 P.O. Box 2286 South Burlington VT 05403 This permit affects property identified as Town Tax Parcel ID # South Burlington: 1640-0184o referenced in a deed This project, consisting of the construct Phase II - a 96 unit Planned Residential Development consisting of eleven (11) single "Footprint" carriage style Lots being for Units 1N, 2N, 5N, 6N, 15N-19N, 36N & 37N each being three bedrooms/unit; thirty-six (36) duplex "Footprint' Lots for Units 3N & 4N, 7N-14N, 2oN-35N and 56N-65N each being three bedrooms/unit; twenty three (23) single family lots for Lots 38N-55N, 66N, 67N each being four bedrooms and Lots 94N-96N each being three bedrooms; one (1) duplex lot for Units 92N & 93N; twenty four (24) residential units (68N- 91N) in two 12-plex Multi -Family buildings each being two bedrooms/unit with Units 68N-79N in western building and 8oN-91N in the eastern building on Lot 68N; construction of water main and sewer main extensions, wastewater collection system, water and sewer service lines, served by municipal water supply services and municipal wastewater disposal services located on Spear Street in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. 1. GENERAL, 1.1 The project shall be completed as shown on the following plans and/or documents prepared by Peter F. Heil, P.E. of O-Leary-Burke Civil Associates, with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date 1 Overall Phase 2 Plan 11/o6/2012 10/12/2015 4 Plan & Profile (Preserve) 11/o6/2012 9/23/2015 5 Plan & Profile (Preserve/N. Jefferson) 11/06/2012 9/23/2015 6 Plan & Profile (N. Jefferson) Ll/o6/2012 9/23/2015 7 Plan & Profile (Churchill) 11/o6/2012 9/23/2015 8 Plan & Profile (Private Drive) 5/05/2015 10/12/2015 11 Water and Sewer, Details & Specifications 11/o6/2012 10/13/2015 12 Pump Station, Details & Specifications ii/o6/2012 9/23/2015 P2 Phase 2 Lotting Plat 10/31/2013 10/21/2015 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission; the Drinking Water and Groundwater Protection Division; the Watershed Management Division; the Division of Fire Safety; the Vermont Department of Health; the Family Services Division; other State departments; or local officials. 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water Su- ' `Permit ;i W43 4-2613-8 Page 2 of 3 1.4 The landowner shall record and index all required installation certifications and other documents that are required to be filed under these Rules or under a specific permit condition in the South Burlington Land Records and ensure that copies of all certifications are sent to the Secretary. No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a signed and dated certification from a Vermont Licensed Designer (or where allowed, the installer) 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 the permit conditions, were inspected, were properly tested, and have successfully met those performance tests", or which otherwise satisfies the requirements of §1-3o8 and §1-911 of the referenced rules. 1.6 All conditions set forth in Permit Number WW-4-2613 and amendments shall remain in effect except as amended or modified herein. This project is approved for the construction of the residential units and infrastructure referenced above. 1.7 Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.8 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. 1.9 By acceptance of this permit, the landowner 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, and permit conditions. 1.10 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with io V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 The components of the potable water supply herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition # 1.5 herein. 2.2 This project is approved for connection to the water supply system owned by the City of South Burlington (VTo00509i) as depicted on the plan(s) stamped by the Drinking Water and Groundwater Protection Division. The project is approved for a maximum of 38,340 gallons of water per day. 2.3 This project is approved for connection to a public water system. The installation of the public water system shall be completed in accordance with the conditions of the Public Water System Permit to Construct PID# C-3175- 14.1 WSID # VToo05091 dated 8/20/2015 or any subsequent approvals for this system issued by the Drinking Water and Groundwater Protection Division. 2.4 The landowner shall install and maintain backflow prevention devices that conform to Vermont Department of Public Safety standards and NFPA 13 for ,any connection of a sprinkler fire suppression system to a public drinking water system. 2.5 This permit is based, in part, on a municipal approval for connection to their water distribution system. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. ASTEWATER DISPOSAL 3.i The components of the sanitary wastewater system herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Westewater System and Potable Water S, Permit W V-4-2613-8 f .. Page 3 0.%3 Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition #1.5 herein. This project is approved for connection to the City of South Burlington wastewater treatment facility as depicted on the plan(s) stamped by the Drinking Water and Groundwater Protection Division. The project is approved for a maximum of 2o,16o gallons of wastewater per day with 1568 gpd infiltration. 3.3 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required if the project is served by the municipal wastewater collection system. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. Alyssa B. Schuren, Commissioner Department of Environmental Conservation By Dated October 26, 2015 Jess ne Wyman, Re onal Engineer Essex Regional Office Drinking Water and Groundwater Protection Division cc South Burlington Planning Commission Peter F. Heil/O'Leary-Burke Act 25o District Environmental Commission-4C116o-5 Department of Public Safety, Division of Fire Safety PLANNING & ZONING September 17, 2015 Mr. Bart Frisbie 1037 Hinesburg Road South Burlington, VT 05403 Re: Final Plat Approval #SD-15-27_ 87, 95, &101 South Jefferson Road Dear Mr. Frisbie: Enclosed, please find a copy of the Findings of Fact and Decision of the Development Review Board on the above referenced project, the hearing for which was closed on September 15, 2015 (effective 09/16/15). Please note the conditions of approval, including that the final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to me in time for recording along with a $15 recording fee by March 14, 2016) or this approval is null and void. If you have any questions, please contact me. Sincere) Ra mon . Belair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7015 0640 0007 8199 3242 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 0 An southburl n - n PLANNING & ZONING Perms Number SD - use only) APPLICATION FOR SUBDIVISION PLAT REVIEW ❑Preliminary ❑✓ Final PUD Being Requested?❑Yes ❑✓ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) Sterling Construction, Inc. 1037 Hinesburg Road, South Burlington, Vt. 802-864-0600/802-864-0619 2. LOCATION OF LAST RECORDED DEED (Book and page #) Vol 1241; Page 218, 3. APPLICANT (Name, mailing address, phone and fax#) SAME 4. CONTACT PERSON (Name, mailing address, phone and fax #) Bart Frisbie, 1037 Hinesburg Road, South Burlington, Vt. 802-864-0600/ 802-864-0619 a. Contact email address: Bart@sterlingconstructioninc.com 5. PROJECT STREET ADDRESS: 87, 95 & 101 South Jefferson Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Create "footprint Lots" for the sale of individual units from a previously approved triplex lot. b. Existing Uses on Property (including description and size of each separate use): empty lot c. Proposed Uses on property (include description and size of each new use and existing uses to remain): 3 new residential units d. Total building square footage on property (proposed buildings and existing buildings to remain): 7218 sq. ft. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): +/- 28 feet tall; 2 floors of living space above grade. f. Number of residential units (if applicable, new units and existing units to remain): Three g. Number of employees (existing and proposed, note office versus non -office employees): N/A h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. Create 3 "Footprint Lots" on previously approved triplex lot. Purpose is to create 3 separate lots so that each unit can be sold individually. Subdivision Application Form. Rev. 12-2011 r 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: .30 acres b. Building Coverage: Existing None Proposed Attached (acres /sq. ft.) square feet % square feet % c. Overall Coverage (building, parking, outside storage, etc): Existing None square feet % Proposed Attached square feet % d. Front Yard Coverage(s) (commercial projects only): Existing NSA square feet % Proposed square feet % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes ❑✓ No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: 13,052 sq. ft. SQ. FT. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 Subdivision Application Form. Rev. 12-2011 J 11. COST ESTIMATES a. Building (including interior renovations): 470,000 b. Landscaping: $ included in costs (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Asphalt driveway and brick sidewalk for each unit. 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): No change from approved. 13. PEAK HOURS OF OPERATION: 7 am to 6 pm 14. PEAK DAYS OF OPERATION: Mondav throuqh Saturdav for construction. 15. ESTIMATED PROJECT COMPLETION DATE: 11/1/15 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for deta'ls. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. Subdivision Application Form. Rev. 12-2011 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. SIGNATU OF APPLICANT SI NATURE OF PROPE Y OWNE �--� PRINT NAME J� zf Do not write below this line DATE h / OF SUBMISSION: !/ I have reviewed this preliminary plat application and find it to be: ffComplete Incomplete ministrative The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Subdivision Application Form. Rev. 12-2011 40io VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED io V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landowner(s): Thomas B. Getz, Jr. 30 Chipman Street, South Burlington VT 05403 Lindsay B. Getz 30 Chipman Street South Burlington VT 05403 Permit Number: WW-4-2613-7 PIN: EJ05-0114 This permit affects property identified as Town Tax Parcel ID # South Burlington: 0386-0003o referenced in a deed recorded in Book 1247 Page(s)135-138 of the Land Records in South Burlington, Vermont. This project, consisting of amending Permit WW-4-2613 to increase the number of bedrooms for a single family residence on Lot #37 from three to four bedrooms, served by municipal water supply services and municipal wastewater disposal services located on 30 Chipman Street in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. i.GENERAL 1.1 The project shall be completed as described in the application prepared by Andrew Rowe PE. The project shall . not deviate from the approved proposal without prior written approval from the Drinking Water and Groundwater Protection Division. (No Plans) 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission, the Drinking Water and Groundwater Protection Division, the Watershed Management Division, the Division of Fire Safety, the Vermont Department of Health, the Family Services Division, other State departments, and local officials. 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 All conditions set forth in Permit Number WW-4-2613 shall remain in effect except as amended or modified herein. This project is approved for Lot 37 to the increase the bedrooms from three to four bedrooms. 1.5 Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.6 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. 1.7 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property subject to this permit, at reasonable times, for the purpose of ascertaining compliance with Vermont A 6 Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury ! Wastewater System and Potable Water Slimy Permit WW-4-2613-7 Page 2of2 environmental/health statutes, regulations, and permit conditions, including performing an inspection of the wastewater disposal and water supply systems serving the/each structure. 1.8 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with io V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2MATER SUPPLY 2.1 This project is approved with the existing connection to the water supply system owned by the City of South Burlington (VTo005091) for a maximum of 540 gallons of water per day. 2.2 This project is approved with an existing building's water service piping. The Drinking Water and Groundwater Protection Division assumes no liability for the adequacy of this water service. Should the water supply fail and not qualify for the minor repair or replacement exemption, the landowner shall engage a Licensed Designer to evaluate the cause of the failure and to submit a permit amendment application to this office, and receive approval thereof, prior to correcting the failure. 2.3 This permit is based, in part, on a municipal approval for connection to their water distribution system. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. &WASTEWATER DISPOSAL 3.1 This project is approved with the existing connection to the City of South Burlington wastewater treatment facility for a maximum of 210 gallons of wastewater per day. 3.2 This project is approved with an existing building sewer. The Drinking Water and Groundwater Protection Division assumes no liability for the adequacy of this sewer piping. Should the wastewater system fail and not qualify for the minor repair or replacement exemption, the landowner shall engage a Licensed Designer to evaluate the cause of the failure and to submit a permit amendment application to this office, and receive approval thereof, prior to correcting the failure. 3.3 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required if the project is served by the municipal wastewater collection system. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. Alyssa B. Sehuren, Commissioner Department of Environmental Conservation By � L--- Dated August 28, 2015 Jess ne Wyman, Regi nal Engineer Essex Regional Office Drinking Water and Groundwater Protection Division cc South Burlington Planning Commission Andrew Rowe Act 25o District Environmental Commission-4Ci16o .o� VERMONT 4P State of Vermont Department of Environmental Conservation Agency of Natural Resources WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWSJREGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landow-ner(s): Christopher T. McCarron 217 South Jefferson Road South Burlington VT 05403 Permit Number: WW-4-2613-6 PIN: EJ05-0114 This permit affects property identified as Town Tax Parcel ID # South Burlington: 1626-o0217 referenced in a deed recorded in Book 1211 Page(s) 214-215 of the Land Records in South Burlington, Vermont. This project, consisting of amending Permit WW-4-2613 to increase the number of bedrooms for a single family residence on Lot #42 from three to four bedrooms, served by municipal water supply services and municipal wastewater disposal services located on 217 South Jefferson Road in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. i.GENERAL 1.1 The project shall be completed as described in the application prepared by Andrew Rowe PE. The project shall not deviate from the approved proposal without prior written approval from the Drinking Water and Groundwater Protection Division. (No Plans) 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission, the Drinking Water and Groundwater Protection Division, the Watershed Management Division, the Division of Fire Safety, the Vermont Department of Health, the Family Services Division, other State departments, and local officials. 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 All conditions set forth in Permit Number WW-4-2613 shall remain in effect except as amended or modified herein. This project is approved for Lot 42 to the increase the bedrooms from three to four bedrooms. 1.5 Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.6 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. 1.7 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property subject to this permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes, regulations, and permit conditions, including performing an inspection of the wastewater disposal and water supply systems serving the/each structure. 1.8 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with 10 V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. Regional Offices - Barre/Essex Jet./Rutland/Springfield/St. Johnsbury Waskwater System and Potable Water Sup)y Permit WW-4-2613-6 Page 2 of 2 2MATER SUPPLY 2.1 This project is approved with the existing connection to the water supply system owned by the City of South Burlington (VTo005091) for a maximum of 540 gallons of water per day. 2.2 This project is approved with an existing building's water service piping. The Drinking Water and Groundwater Protection Division assumes no liability for the adequacy of this water service. Should the water supply fail and not qualify for the minor repair or replacement exemption, the landowner shall engage a Licensed Designer to evaluate the cause of the failure and to submit a permit amendment application to this office, and receive approval thereof, prior to correcting the failure. 2.3 This permit is based, in part, on a municipal approval for connection to their water distribution system. If the municipal approval expires, this permit shall be invalid unless the municipality renews .its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. n.WASTEWATER DISPOSAL 3.1 This project is approved with the existing connection to the City of South Burlington wastewater treatment facility for a maximum of 210 gallons of wastewater per day. 3.2 This project is approved with an existing building sewer. The Drinking Water and Groundwater Protection Division assumes no liability for the adequacy of this sewer piping. Should the wastewater system fail and not qualify for the minor repair or replacement exemption, the landowner shall engage a Licensed Designer to evaluate the cause of the failure and to submit a permit amendment application to this office, and receive approval thereof, prior to correcting the failure. 3.3 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required if the project is served by the municipal wastewater collection system. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. Alyssa B. Schuren, Commissioner Department of Environmental Conservation By " �WhWA--- Dated August 27, 2015 Jessaiine Wyman, Regiona•YEngineer Essex Regional Office Drinking Water and Groundwater Protection Division cc South Burlington Planning Commission Andrew Rowe Act 25o District Environmental Commission-4C116o \. V JG1 MONT State of Vermont Department of Environmental Conservation Drinking Water and Groundwater Protection Division Essex Regional Office ill West Street Essex Junction, VT 05452-4695 www.septic.vt.gov August 28, 2015 South Village Communities, LLC c/o Robin Jeffers P.O. Box 2286 South Burlington VT 05403 Agency of Natural Resources [phone] 802-879-5656 [fax] 802-879-3871 Subject WW-4-2613-8 South Village -Phase II amend WW-4-2613-3 to construct a 96 unit Planned Residential Development located on Spear Street in South Burlington, Vermont. Dear Ladies & Gentlemen: I reviewed the application and technical information submitted for the above referenced project. Unfortunately, there were items that were not included or were insufficient and I was unable to determine if this project meets the minimum standards of the Environmental Protection Rules. Please provide the following information: i. The application is signed by Daniel Heil and the plans are signed by Paul O'Leary. The two need to have same Licensed Designer. 2. Please provide a better project description ie. Subdividing lots for single family residences (# of bedrooms) subdividing footprint carriage homes, footprint duplex lots (# of bedrooms), multi -unit buildings (# units and #of bedrooms/unit), etc. 3. We have received a copy of the Permit To Construct for the water main extension and the plans have been revised. Please submit 2 copies of all revised plans. 4. Please submit a plan that shows all the boundary line dimensions of all the lots, including the "footprint" lots that is either signed by a L.S. or a P.E. 5. The unsigned survey has the lots numbered with an "N" i.e. Lot 38N, or Lot 48aN, whereas the site plans do not. Please advise. 6. Please show the footprint of the buildings on the single family lots and the water and sewer services to all the buildings. Some Duplex lots have 2 water service lines and 2 sewer service lines and some have only 1 sewer line. Is this correct? 7. Please show the location of the force main on the site plans. It is not clear what it connects to after the pump station and valve pit. 8. It is not clear if there is sewer service for Buildings 58 & 59• 9. Sheet 8 does not have the manholes labeled on the plans. io. Please provide a flexible water tight seal or cast in place coupling for the force main penetrations through the pump station vs non -shrink grout. ii. Please provide the Basis of Design for the Water Supply. 12. Has the Vermont Wetlands Program accepted the Wetlands Delineations? 13. Please submit 2 copies of any revised plans and an updated Page 4. Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Case number WW-4-2613-8 South Village Communities, LLC August 28, 2015 Page 2 Our review will continue when we receive the resubmittal and additional comments may be required. Please respond within thirty, (30) days from the date of this letter. Re -submittals that are incomplete or made after thirty days may result in the denial of the project. I will continue my review of the project once I receive the information requested. Please contact me if you have any questions. Sincerely, essanne Wyman Regional Engineer cc: South Burlington Planning Commission Peter F. Heil 40"` VERMONT ' State of Vermont Agency of Natural Resources Department of Environmental Conservation [Phone] 802-879-5656 Drinking Water and Groundwater Protection Division [fax] 802-879-3871 Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 www.septic.vt.gov August 27, 2015 J. Larry Williams 163o Dorset Street South Burlington VT 05403 RE: WW-4-2817-2, amend WW-4-2817-1 for water services for Lots 1 & 10 to be relocated no other changes, located at 163o Dorset Street in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on August 26, 2015, including a fee of $150.00 paid by check #2666. Under the performance standards for this program, we will have a maximum of 3o days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water and Groundwater Protection Division Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Roger J. Dickinson/Lamoureux & Dickinson Regional Offices - Barre/EssexJct./Rutland/Springfield/St. Johnsbury STERLiHir CONSTRUCTION iwr- August 3, 2015 South Village 40 Footprint Lot Application Application #8: 1037 Hinesburg Road, South Burlington, Vermont 05403 a. Size of parcel: SV 40 .3 acres (13,052 sf) b. Building Coverage Existing none Proposed 40-L 2044 sf. 40 % 40-M 1188 sf 44 % 40-R 1864 sf 35 % c. Overall Coverage (building, parking, outside storage, etc.) Existing none Proposed 40-L 2598 sf. 51 % 40-M 1850 sf 68 % 40-R 2779 sf 53 % 802-864-0600 www.sterlingconstructioninc.com FAX 802-864-0619 LOCATION PLAN NTS 39 STERLING CONSTRUCTION, INC N/F VOL. 1241, PG. 218 STERLING CONSTRUCTION ,INC N/F VOL. 1217, PG. 131 38 I MADISON BAN -- N PRIVATE AD RO CORNER SITE TRIANGLE "--� RESTRICTIVE AREA UTILITY PEDESTAL (TYPICAL) 77 24.00' I ''T � 58-0 1 1 I C 1 m a CONSTRUCTED LOCATION OF I CONCRETE FOUNDATION 1 o UNIT 40-1 mI� I LANDAREA Z Z 5,059 sf Z W I UNIT 40-2� p LANDAREA W a N 2,724 sf Oa o a o UNIT 40-3 W LAND AREA W 5,269 sf a o � N z I� I L 0 1 I l J W 43 STERLING CONSTRUCTION, INC \ N/F O 1 � _ I 3 I r I I STERLING CONSTRUCTION ,INC I o o w I VOL. 1241,41, PG. 218 o z J ho Y 3 LEGEND — PROJECT BOUNDARY — — ABUTTING PROPERTY LINE SIDELINE OF BUILDING ENVELOPE 0' SURVEY POINT (NO MARKER) N/F NOW OR FORMERLY w LOT NUMBER AS SHOWN ON PLAN REFERENCED IN NOTE #1. UNDERGROUND ELECTRIC, UGE?/C TELEPHONE AND CABLE SERVICE G UNDERGROUND GAS SERVICE W WATER SERVICE S SEWER SERVICE 1. THIS PLAN IS BASED ON A PLAN ENTITLED "SOUTH VILLAGE, SPEAR STREET AND ALLEN ROAD, SOUTH BURLINGTON, VT., PHASE I SUBDIVISION PLAT." DATED JULY, 2004, LAST REVISED 09-23-14, BY CIVIL ENGINEERING ASSOCIATES, AS RECORDED IN SLIDE 580 OF THE CITY LAND RECORDS. 2. SEETHE ABOVE REFERENCED PLAN FOR THE PERTINENT SURVEY NOTES. 3. THE UNIT DIVISION LINES DEPICTED ARE INTENDED TO BE PROJECTIONS OF THE CENTERLINES OF THE PARTY WALLS AS CONSTRUCTED. 4. BEARINGS ARE BASED ON THE ABOVE REFERENCED PLAT 5. MONUMENTATION FOUND IS AS NOTED. 6. BURIED UTILITY LINES LOCATIONS ARE APPROXIMATE ONLY. ACTUAL LOCATIONS MAY VARY. 7. SUBJECT PROPERTY IS BOTH SUBJECT TO AND BENEFITTED BY EASEMENTS FOR BURIED ELECTRICAL AND TELECOMMUNICATIONS LINES AND APPURTENANCES. EASEMENTS CONVEYED TO GREEN MOUNTAIN POWER CORPORATION AND VERIZON NEW ENGLAND, INC. BY DEED DATED DECEMBER 13, 2007 AND RECORDED IN VOLUME 803 PAGE 687, SOUTH BURLINGTON LAND RECORDS. EASEMENTS ARE TYPICALLY 10' WIDE, CENTERED ON UTILITY AS CONSTRUCTED, EXCEPT AS SHOWN. 8. SUBJECT PROPERTY IS BOTH SUBJECT TO AND BENEFITTED BY EASEMENTS FOR BURIED NATURAL GAS LINES AND APPURTENANCES. EASEMENTS CONVEYED TO VERMONT GAS SYSTEMS, INC. BY DEED DATED JANUARY 17, 2008 AND RECORDED IN VOLUME 807 PAGE 129, SOUTH BURLINGTON LAND RECORDS. EASEMENTS ARE TYPICALLY 10' WIDE, CENTERED ON UTILITY AS CONSTRUCTED. 9. THE SUBJECT LOT IS DEPICTED AS LOT 40 ON THE ABOVE REFERENCED PLAT. LOT 40 FALLS WITHIN "ZONE C" (OUTSIDE OF ANY FLOOD HAZARD AREA) AS IDENTIFIED BY FLOOD INSURANCE RATE MAP # 500007C206213, WITH AN EFFECTIVE DATE OF JULY 18, 2011. 10. FROST STREET IS DESCRIBED IN AN IRREVOCABLE OFFER OF DEDICATION TO THE CITY OF SOUTH BURLINGTON DATED OCTOBER, 2001 AS RECORDED IN VOL. 798, PG. 240 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. W r \ 4 5 CITY CLERK'S OFFICE 46.49 \ `J CITY OF SOUTH BURLINGTON, VT. , 2015 / RECEIVED FOR RECORD AT O'CLOCK CO ON NO JIL GE MM ITIE ILL M., AND RECORDED IN SLIDE# /F v0 .801, G.4 ATTEST: CITY CLERK APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE DAY OF ,2015 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS DAY OF _. ,2015 BY (CLERK OR CHAIRMAN) GRAPHIC SCAIJ�: TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED ON INFORMATION ABSTRACTED FROM PERTINENT ( In �; L L' DEEDS AND/OR OTHER OFFICIAL RECORDS, AND MARKERS EVIDENT ON THE PROPERTY, AND 1 i nc h = '1) (1. CONFORMS WITH THE REQUIREMENTS OF 27 VSA §1403. DATED THIS _ DAY OF 2015 LANDOWNER STERLING CONSTRUCTION, INC. 1037 HINESBURG ROAD SOUTH BURLINGTON, VT 05403 DEED REFERENCE: VOL. 1241, PAGE 218 LOT 40 AREA: 0.30 ACRE DOUGLAS f L. HENSON No. 656 a t 11�1111o``� RECEIVE® AUG 0 4 2015 City of So. Burlington arvtxom • theOther Paper i01 . tification C. Britt -ge Fit for U, LLC is an inde- tent educational consulting specializing in guiding stu- s through the college search application process. Britt. :s directly with students and Ups to meet their needs. She s a BA from Bowdoin Col - an MBA from The Wharton tot of the University of Penn- uua, a Certificate in College iseling from UCLA, and is a rber of several professional riizations. Flood Receives B.H. Zais Award -Richard W. Flood of Flood Fi- nancial Services, Inc. received the 2014 B.H. Zais Award in May at the NAIFA-VT Annual State Conference. NAIFA-Vermont is the National Association of In- surance and Financial Advisors of Vermont. Their mission is to provide leadership in sustain- ing and improving the business environment for those engaged in lrfe underwriting and financial services. Established in 1971, in honor of past NAIFA-VT Chapter President Bernard H. Zais, the award rep- resents the _highest recognition the Association can bestow on one of its members. It recognizes Flood for making. distinguished and`memorable contributions to society, the community, and the life insurance profession. Flood Financial Services, Inc., is a locally owned firm, and serves clients in 33 states. Pillsbury Senior Communities Celebrates 30Years Pillsbury Senior Communities celebrated 30 years of caring for Vermont seniors at the place where it all began: their Willis- ton Road locations of Pillsbury Manor North and Gazebo Apart- ments. The festivities included a barbeque for the residents and their families, staff, industrypart- ners, and the. South Burlington Fire'1),6partment. Along with the great food, there was live music by the Pine Street Jazz ensemble. Founder Bill Spaulding and his daughter, Executive Director Christina Espe, shared a few words and memories of starting the company and watching it grow. The Spalding and Larkin families began Pillsbury Senior Corn muni- ties in 1985. It has since grown to include six locations: five inde- pendent living and assisted care locations in South Burlington and a location in St. Albans. Each day, Pillsbury cares for over 350 Vermont seniors. otherpapervt.com Back to School CONTINUED FROM PAGE I PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City- Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday September 15, 2015 at 7:00 P.M. to consider the following: Final plat application #SD-15 27 Sterling Construction, Inc., to create three (3) footprint lots. 87, 95 &'101 South Jefferson Street; Tim Barritt, Chair South Burlington Development Review Board A copy of the application is available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. August 27, 2015 o years), Roberta Pennington (21 years), Frederick H. Tuttle Middle School South Burlington High School gave their g Janet Potash (28 years), and Joanne (FHTMS) bid farewell to teacher Mi- good wishes to long time teachers Curtis Smith (30 years). chelle Price (24 years) and school nurse Belton (26 years), Joe Maley (15 years), and Kary Towne (13 years). Also retiring Jill Wilkens (10years). ye .to Orchard _Elementary said goodb. to ; , from FHTMS were long time paraeduca- _ �) teachers Lynda Waltien (23 years)' Kay ` tors Donna Daigle (18 yea."is) and Paula Congratulations to all the reiired`educa- n Howley (28 years), and paraeducator Maura Draper (22 years). tors and to the district's new hires. 9 Kehoe (25 years). 'r^a . s.Vic Directo Tour business card placed in the Service Directory, call 864-6670. AFFORDABLE SENIOR APARTMENTS I ITHE MAC HELP GUYI CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 21 day of August , 2015 , a copy of the foregoing public notice for Final Plat Notice [type of application] # SD-15-27 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) Brian and Janet Harwood Roslyn Brown Damian Woodward Tom & Lindsay Getz 119 South Jefferson Road 42 Frost Street 41 Frost Street 30 Chipman Street South Village Communities PO Box 2286, South Burlington, Vt Dated at So Burlingt[town/city], Vermont, this 21 day of August , 2015 Printed Name: Bartlett H. Frisbie Phone number and email: 80 - 64-0 00; B rt St s uctioninc.com Signature: Date:�� �� 5 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Forin. Rev. 1-2012 VERMONT l t qa 414A �IIZO_� i State of Vermont Agency of Natural Resources Department of Environmental Conservation [phone] 802-879-5656 Drinking Water and Groundwater Protection Division [tax] 802-8 Essex Regional Office 79 3871 ill West Street Essex Junction, VT 05452-4695 www.septic.vt.gov August 14, 2015 Christopher T. McCarron 217 South Jefferson Road South Burlington VT 05403 RE: WW-4-2613-6, South Village -Lot 42; amend WW-4-2613 to increase the number of bedrooms for a single family residence from three to four on Lot #42 located at 217 South Jefferson Road in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on August 12, 2015, including a fee of $270.00 paid by check #2657. Under the performance standards for this program, we will have a maximum of 3o days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water and Groundwater Protection Division Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Andrew Rowe/Lamoureux & Dickinson 1`1 Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury 400F`. VERMONT State of Vermont Department of Environmental Conservation Drinking Water and Groundwater Protection Division Essex Regional Office in West Street Essex Junction, VT 05452-4695 www.septic.vt.goe August 14, 2015 Thomas B. Getz, Jr.. 30 Chipman Street South Burlington VT 05403 Lindsay B. Getz 30 Chipman Street South Burlington VT 05403 Agency of Natural Resources [phone] 802-879-5656 [fax] 802-879-3871 RE: WW-4-2613-7, South Village -Lot 37 amend WW-4-2613 for a single family residence to increase from three bedrooms to four bedrooms on Lot #37 located at 30 Chipman Street in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on August 12, 2015, including a fee of $270.00 paid by check #2656. Under the performance standards for this program, we will have a maximum of 3o days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water and Groundwater Protection Division &60414td aoug_tj Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Andrew Rowe/Lamoureux & Dickinson Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury VERMONT State of Vermont Department of Environmental Conservation Drinking Water and Groundwater Protection Division Essex Regional Office ill West Street Essex Junction, VT 05452-4695 www.septic.vt.goy August 14, 2015 South Village Communities, LLC c/o Robin Jeffers P.O. Box 2286 South Burlington VT 05403 Agency of Natural Resources [Phone] 802-879-5656 [fax] 802-879-3871 RE: WW-4-2613-8, South Village -Phase II; amend WW-4-2613-3 to construct a 96 unit residential development on Lot #i, and multi family buildings 2-12 located on Spear Street in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on August 13, 2015, including a fee of $13,500.00 paid by check #548991. Under the performance standards for this program, we will have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water and Groundwater Protection Division �zu��tcc'1 LFI�.�,c Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Peter F. Heil/O'Leary-Burke Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury CITY OF SOUTH BURLINGTON WAIVER OF RIGHT TO APPEAL The Administrative Officer may issue a Zoning Permit pursuant to an approval of a Zoning Permit Application prior to expiration of the thirty -day appeal period set forth in 24 V.S.A. section 4471 only if there are no interested persons, as defined in the aforementioned section, other than the City and the applicant/landowner, and if the applicant/landowner waives his or her rights to appeal any relevant Development Review Board approvals. In order to ensure the finality and validity of any relevant Development Review Board approvals in those cases where there are no interested persons other than the applicant/landowner and the City, the applicant/landowner must waive his or her rights to appeal in order to receive a Zoning Permit prior to the expiration of the appeal period. Zoning Permit Application No. � (office use only) The undersigned property owner(s) hereby waives any and all rights to appeal the approval(s) of the Development Review Board, listed below. ` 'M� v t �� t Pro rty Owner Date The undersigned applicant(s) hereby waives any and all rights to appeal the approval(s) of the Development Review Board, listed below. ? l Applicant Date Applicant Date Do not write below this line - For office use only Date of site plan approval/denial Date of subdivision approval/denial Approval Date Denial Date Approval Date Denial Date -1- 'ITY OF SOUTH BURLINGTON WAIVER OF RIGHT TO APPEAL Date of conditional use approval/denial Date of appeal variance approval/denial Date of miscellaneous approval/denial Date of design approval/denial Approval Date Denial Date Approval Date Denial Date Approval Date Denial Date Approval Date Denial Date -2- M ' South 11. PLANNING & ZONING July 23, 2015 Robin Jeffers South Village Communities, LLC PO Box 2286 So. Burlington, VT 05407-2286 Re: Final Plat Approval #SD-15-19 — Preserve Road Dear Ms. Jeffers: Enclosed, please find a copy of the Findings of Fact and Decision of the Development Review Board on the above referenced project, the hearing for which was closed on July 7, 2015 (effective 07/21/15). Please note the conditions of approval, including that the final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to me in time for recording along with a $15 recording fee by January 17, 2016) or this approval is null and void. If you have any questions, please contact me. Sincere) R mond J. Belair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7010 0290 0000 2215 6768 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com south_ dington PLANNING & ZONING Permit Number SD--6-- (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW ❑Preliminary ✓❑Final PUD Being Requested? ❑✓ Yes ❑No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1.OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) South Village Communites LLC PO Box 2286, South Burlington VT 05407 802-316-6004 robin@sdireland.com 2. LOCATION OF LAST RECORDED DEED (Book and page #) 3. APPLICANT (Name, mailing address, phone and fax#) same as Owner 4. CONTACT PERSON (Name, mailing address, phone and fax #) Robin Jeffers (info same as #1) a. Contact email address: robin@sdireland.com 5. PROJECT STREET ADDRESS: Preserve Road, aka Marsh Rd, South Village 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): We are proposing that side & rear setback be 5', the same as in Phase 1 of South Village. The small lot size requires the lesser setback to accomodate a liveable home. The traditional neighborhood design (TND) supports the form. b. Existing Uses on Property (including description and size of each separate use): Road and services infrastructure to undeveleped (yet) subdivision lots c. Proposed Uses on property (include description and size of each new use and existing uses to remain): custom single familly homes, duplex, triplex and 12 plex buildings. No change from existing permitted use. d. Total building square footage on property (proposed buildings and existing buildings to remain): N/C from existing permit use. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): N/C f. Number of residential units (if applicable, new units and existing units to remain): N/C (99 of mixed residential use) g. Number of employees (existing and proposed, note office versus non -office employees): N/C (no commercial use is proposed) h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The TND design form supports a close spacing of homes complimented by spacious common land jointly owned by an HOA for the benefit of Owners. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. No changes to any of the above. Change requested is to setbacks only. Subdivision Application Form. Rev. 12-2011 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 17.75acres / 773,190 sf b. Building Coverage: Existing 0 Proposed 158,000 (acres /sq. ft.) same as Owner square feet 0 % square feet 20.4 c. Overall Coverage (building, parking, outside storage, etc): Existing 0 square feet 0 % Proposed 375,500 square feet 48.6 d. Front Yard Coverage(s) (commercial projects only): Existing N/A square feet N/A Proposed N/A square feet N/A % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, Il, or III) on the subject property? ✓❑ Yes ❑ No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) there is no change to current permitted use. c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: N/C SQ. FT. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 Subdivision Application Form. Rev. 12-2011 11. COST ESTIMATES a. Building (including interior renovations): N/C b. Landscaping: $ N/C (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) N/C 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): N/C 13. PEAK HOURS OF OPERATION: N/C 14. PEAK DAYS OF OPERATION: N/C 15. ESTIMATED PROJECT COMPLETION DATE: N/C 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (l 1" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time o€submittin§ t e plicat* See the ity fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. Subdivision Application Form. Rev. 12-2011 E 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. D'giblly 4igne0 by Robin Jeffers Robin Jeffers saa -amel, ��C;om&Wt� U �m8a SD Deb'. 2015 06,01 13:1147 -04'00' SIGNATURE OF APPLICANT Digitally s,,n*d by Robin Jeffers Robin Jeffers „akin maze@�rlard-, 3 ShBAllegn Dab: 2015.06.01 13,12:02 -04'00' SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: June 1, 2015 I have reviewed this preliminary plat application and find it to he: ❑Complete ❑ Incomplete Administrative Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 5 Subdivision Application Form_ Rev. 12-2011 Robin Jeffers From: Robin Jeffers Sent: Monday, June 01, 2015 4:10 PM To: ray (ray@sburl.com) Subject: FW: Attached Image Attachments: 4602_001.pdf Hi Ray, Attached please find a Final Plat review (digital copy) for South Village Phase 2 to address a change from 10' side and rear yard setbacks to 5', the same that was approved for our Phase 1. For your review, our Master Plan Approval gave waivers for front, rear and side yard setbacks to 10'. We followed that with a Final Plat for Phase 1 that asked for and was permitted side and rear setback to be 5'. We are asking for the same allowance in Phase 2. Our lots .17ac-.20ac are average 65-70'wide which does not allow much room for a 2 car garage and home with the 10' setbacks. The Traditional Neighborhood Design form is meant to congregate homes closely together, to encourage community, walkability and to create space within developments for shared recreational and common lands. Our builders have shared with us that homes with first floor Master Bedrooms are one of the most desirable features in a new home in our neighborhood for an 'age in place' environment, which the TND supports. Having the 'fit' on the lot is a challenge without the 5' set back allowance. Our first phase well illustrates the concept is well received, the lot and home designs are popular with residents and home buyers. Thank you for your time and consideration. We look forward to hearing from you. We have a homes we'd love to start soon with your approval. Thank you. Robin Robin Jeffers S ll Ircland PO Box 2286 S. Burlington, VT 05401 802-863-6222 Cell: 802-316-6004 robin@sdireland.com W W W.southvillage.com HARD COPY To Follow- 1 aI years: lighway/ Fire Department, ,nce,';Police epart- ecreation and Parks, ion Paths, Road and lk Improvements, ;tration, City Center, )werAntenna, Sewer, rmwater. )posed Capital Inv- ent Program amend rill be available for June18, 2015 online )url.com) and in the 1 in the Clerk's Office )orset Street, South :on, Vermont. iak, —aair 2015' OSSWORD OLUTION 3UDOKU OLUTION PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday July 7, 2015 at 7:00 P.M. to 'consider the fallowing: Reopened final plat application #SD-15 02 of Halvorsen Develop- ment to amend a previously approved planned unit development consisting of: 1) a 9,356 sq. ft. 275 seat standard restaurant, 2) a 71 room hotel (Comfort Suites), and 3) an 89 room hotel. The amend- ment consists of; 1)'razing the 275 seat restaurant building, 2) constructing 11,242 sq. ft. retail building, and 3) constructing a 10' X 55' detached accessory structure, 1 Dorset Street. Final plat application #SD-15-18 of Snyder Residential Building Company, LLC for a planned unit development on two (2) parcels totaling 13.25 acres with lot #1 developed with a 55,230 sq. ft. gen- eral office building. The project consists of: 1) resubdividing lot #2 to increase its size to 10.12 acres, 2) decreasing the size oflot #1 to 3.13 acres, and 3); developing lot #1 with a four (4) story 65 unit multi -family dwelling, 25 & 27 Green Mountain Drive. Conditional use application #CU-15-03 of Super -Temp Realty Company, Inc. for after -the -fact approval to amend a previously approved plan for a 27,500 sq. ft. light manufacturing facility. The amendment consists of installing a 2.5 ft. vent stack requiring a height waiver, 104 Bowdoin Street. Final plat application#SD-15-19 of SouthVillage Communities, LLC to amend a previously approved planned unit development of Phase 11 consisting of 99 residential units of a 334 residential unit project. The amendment is to reduce the required front yard setback from 10 ft. to five (5) feet, Preserve Road. Tim 'Barritt, Chair _South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. Participation inthe local proceeding is, a prerequisite to the right to take any subsequent appeal. June 18, 2015 anca replacement or agmg votmg equipment, most current equip- ment having been paid for with federal money through HAVA; in some instances, parts are no longer even. available; who will pay, and for what "generation" of voting systems? comcast.ner; mtownsena(uieg. state.vt.us, by phone (802-862- 7404), or at myhome (232 Patchen Road), or at Trader Duke's (Satur- day mornings from 8:30 to 9:30 a.m.), or wherever we cross paths. Planning Commission Synopsis CONTINUED FROM PAGE 6 regarding conflicting language as it related to density. For the Central District, commissioners discussed Strategy #90 related to a public green or square on Market Street. Staffrecommended incorporating criteria from a pre- vious discussion. Commission discussed two Energy Committee recommendations, one being a broad statement recommenda- tion and the other regarding solid waste management. Staff also included Strategy #16 in regards to the branding identity project. Report on Sustainable Agricul- ture Subcommittee tasks, Jessica Louisos & Sophie Quest; Com- mission discussion and possible recommendations Before this meeting, Louisos and Quest went through the Staff Review Committee matrix with all the tasks from various committees and honed in on the Sustainable Agriculture sub- committee tasks. Louisos and Quest presented the tasks they felt would be best charged by the planning commission (marked with Louisos' name). The remain- ing tasks will be left up to the city council. Councilor Tom Chitten- den reminded the commission of otherpapervt.com the city council's concerns shared at the May joint meeting regard- ing the subcommittee's future. Louisos said these steps will help define the subcommittee's tasks and bring it -closer to fully wrap- ping up its work and disbanding. Other Business Conner reminded commissioners whose terms are finishing up to reapply soon. U4a Minutes Gagnon moved to approve the minutes of May 26, Quest second- ed, and the vote was unanimously in favor. Meeting adjourned at 9:30 p.m. Members present: Chair Jessica Louisos, Clerk Gretchen Calcagni, Ted Riehle, Barbara Benton, So- phie Quest, and Bernie Gagnon Staffpresent: Director of Planning and Zoning Paul Connerand City Planner Cathyann LaRose Others present: Councilor Tom Chittenden, Jennifer Koch, John Simson, Rosanne Greco, Sarah y_ , Dopp, and Tyler Barnes theOther Paper • otherpal P h ullul._*[c Notices PUBLIC HEARING CORRECTED NOTICF. SOUCII BURLINGTONDEVELOPMENT-REVIIW BOARD 111 e so uth Burlington Development Review Board will hold a public hearing in the South Burlington City 1 fall Conference Room, 575 Dorset Street, South Burlington,Vermont on Tuesday July 7, 2015 at 7:00 P.M. to consider the Following: Final plat application #SD-15-19 of South Village Communities, LLC to amend a previously approved planned unit development of Phase 11 consisting of 99 residential units of a334 residential unit project.The aniendment is to reduce the required side and rearyardsetback from 10 ft_ to five (5) feet, Preserve [load. fire Barritt, Chan South Burlington Development Review Board Copies of the applications: are available for public inspection at the South Burlington City Hall. Participa- tionin the local proceeding is a prerequisite to the right to take any subsequent appeal Lurie 25, 2015 k MedicalOffice Personnel Resilience and white TV and laughin some of the antics on the scr Without warning, my father a tingling down his arm ai general weakness. My mo encouraged him to lie down called the doctor. By the tim( doctor arrived, myfather's left was numb and his speech slw Three hours later, he was c of a cerebral hemorrhage. I overwhelmed with feelings of found loss and pain, tears stye ing down my face. I struggles months after his death. I kep ing over the details of the da died and the deep sadness I At the same time, I kept loo out the front window, hopir see him come walking home I work at the usual time. Thisw otherpapervt.com Two permanent 30-40 hour positions (reception and back office) available in a beautiful, burgeoning naturopathic primary care clinic. Ideal candidate seeks a secure, long-term position which is varied, fast -paced and highly interactive with patients. Tasks include reception and check-out, handling high call volume, inventory, scheduling, medical records and accuracy while multitasking. Excellent computer and people skills a must. Salary depends on experience. Only applicants interested in long term employment should apply. Paid vacation time and Wellness benefit, but no health insurance offered. C O MC We Are Hi Customer Exi Represent. Check out our wonderful clinic at www.MountainViewNaturaiMedicine.com, South Burlingte CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this tC>� day of , 20! ,5-, a copy of the foregoing public notice for EiAJ [XK} Asv1_[type of application] #5 D -/ j -I� [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) Dated at W +lit [town/city], Vermont, this day of 20 1 > Printed Name: n t, ,Z � L J C-` 5 Phone number and email: Signature:. Date: Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 2011-64 — South Village Abutters List 11/12/13 Parcel I D#: 1640-01730 Littleton Long, Exempt Family Trust 1720 Spear Street South Burlington, VT 05403 Parcel I D#: 1640-01720 Carolyn E Long Revocable Trust 1720 Spear Street South Burlington, VT 05403 Parcel ID#: 1640-01803 Kevin & Kristin Lahue 1803 Spear Street South Burlington, VT 05403 / - Survey Notes - 1. This sheet depicts the boundaries of proposed lots of Phase 2. w I vl 2. The perimeter boundary survey was performed during 2004-5 1 using an electronic total station and GPS. l 3. Bearings shown are referenced to Grid North, Vermont vl Coordinate System of 1983, related to National Geodetic h I Survey marks PG1580 "F 65" and AB9571 "NE Aiken" I 0.23 Ac. of Lot 48 established by RTK GPS measurements. I (Open Space) N12'00'32"E / 4. Spear Street has a 66 foot wide right of way. Location was 30.31' / detemlined by existing monumentation and the traveled of the road. Reference Town of Burlington "Highways _- - /CMS portion and Roads 1802-1865", Page 22, and Town of Shelburne N12'00'32"E 52.03' p 183.9 ten, Town Minutes Volume 1, Page 229. I 1 ^ N7677'33"� 36 5. This property lies Within the "Southeast Quadrant" and the "Spear 3 B"AGO 17�329�R: 3zJ 0.25 As. 2 Street - Allen Road Scenic View Protection Overlay" zoning districts. I L`>1 pg Ct La 2� o 1 `e `S,O6A 2 - Legend- 74 a N7691'33"w I - - EXISTING PROPERTY LINE - - OTHER APPROXIMATE PROPERTY LINE - - - - - - - EASEMENT LINE ' IN L=69.43', ----TL---- TOWN LINE CMF �1 M R=100.0' 6" AG ¢ �l lI� L4 CMF ❑ CONCRETE MONUMENT FOUND I I N CMS O CONCRETE MONUMENT SET I / IPF/IRFO IRON PIPE /REBAR FOUND w/SIZE O 5/8" REBAR w/ SURVEY MARKER SET I `-O, UTILITY POLE I►V.l I " " " FENCE LINE AG/BG ABOVE GRADE/BELOW GRADE PC/PT POINT OF CURVATURE/TANGENCY I muwide Rpurpose 42 LOT/UNIT NUMBERS (PROPOSED) C .' 09CM5 easement for 61-70 MULTI -UNIT NUMBERS (PROPOSED) h stormwater & r/'t ' potential future recreation paths - Short Line Table - une u151. ..-_._ "y.... - Curve Table - Curve Leng. Radius C1 125.42 1 327.00 rC225.32 152.00 26.13 152.00 54.09 152.00 13.40 63.00 29.95 63.00 55.20 170.00 17.70 170.00 60.25 660.00 C10 70.00 1 660.00 C11 57.93 660.00 C12 38.50 160.00 C13 60.95 560.00 C14 15.04 500.00 C15 39.62 120.00 C16 5.67 600.00 C17 41.47 230.00 C18 57.16 230.00 To Shelbume Rd. ALLEN ROAD 0 0.20 Ac. n/f L. Long Exempt Family Trust 0.25 Ac. 0.2 2Ae A.17 AD. p90.17 A.. o- °': 1 4 0.17 52' C5 I I I L=37.9 ' I 1 R=63.0' R=115.0' I ' 1 I R=12000' � L=744.74' CHORD Proposed Street rram�, 1 S10"13'32"W Dedication Table 1 I 744.62' N. Jefferson Rd. 2.27- Ac. Churchill Street 0.95 t Ac. I Marsh Road 1.76-_ Ac. ' ' I I Total.. 4.98- Ac. I f / I 1 I 1 BROKENFCh(oi I PHASE 1 ' LOT 118 I 1 � I ' 1.25" IPF 0 1 BENT 1 I PCS I X PHASE 1 ' LOT 11A 0) .0 v W C ( I I I r I 11 ti II I ir7 I \ I i II 5' SETBACK- 10' SETBACK 299, n1f C.E. Long I Revocable Trust r / N83'2fi 18 E 2/- 3.63' .� 3/4"ANGLE IRON t8^E 178.84' 8" AC N83'2fi _ 129 71 6 of 0.22 A. 59 0.9A. TO� N82'13'13^E 95_� --1s72e-- Lot61 V f 9 -r , r----0.41 Ac.� 2 ��N85'29'25_'W- 25.48' _ _ 4 08 Lot 561 8 - - - _ . S205'z9"w .; o 1 0.39 Ac I •1 0 1 / 51.93' N\ o I 61-70 S12-52-55"W \\ °S• //� °Quiet Path" "'- 0 56r58 I I , `I Cl'2 '. N83'57'27'E g �.- N83'57 27 E 310.02 $1 S10'8'48"E a6,G CHUgCHILL Nd� 40.91' 4D1ea.2s' 21 85 Ng3'ST27"E -ter- R=500.0' (\\ •Ouetl APPROVED BY RESOLUTION OF THE DEVELOPMENT BAe I - d o _165.20--L12 i ,OE \ \Oyo Nest II N 55 u oeT61 i N76,:78 \ \ REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, p1 II w 0.20 M. L71 rNOfi'02'33°W 1 81-90 C>,3 C14 - 1\0., 1 111 i VERMONT, ON THE _DAY OF 2015, y1. 52.56' 1 - - 1 SUBJECT TO THE REQUIREMENTS AND CONDITIONS S TYPICAL ° as (I z Imo__-----J > 19 1 yI OF SAID RESOLUTION. SETBACKS 10' m 1100.03 l 71-80 1\ NI N LOt 81 u 3 6� ,, i ,��'► II SIGNED THIS _ DAY OF 2015, Zd ro 0.21M. 1 Lot 711 i c.I 0.87 Aa. - -, 1 ` O 1 y ; o_ 11\ • .Ppd1 m 8 BY CHAIRPERSON. 3.73 Ac. 43 ` �� `° J 91-99 o >--- ofLot48 Z 36. �o seszs',3"w Jt t-LjA ;---li N 39.22 ----o II (Open Space) N o 53 0.23 Ac. no- o- 325s W J_�79ros'45"w 611.48' `O�.�( o N- - - to / / RECEIVED FOR RECORDING IN THE LAND RECORDS OF `P d C16 �'1O 9 69.54 S86'S1_07�0 THE CITY OF SOUTH BURLINGTON, VERMONT, I� NOTE: f ,31A tm. Ne 0.4Lot48 $ r- 1 n o.In AT O'CLOCK ON THE _DAYOF ,20 . CAPPED IRON RODS Z 0. jJl N. w ,I 20 NI Q 1 J� 111 l l ,� m 52 u s a ��' N pen Space) O L- -., PROPOSED AT LOT q E '-',.,• '' `p- ml"I- 1 NI I I ATTEST. CITY CLERK II CORNERS P. - 221 Ir N�o. -' AtnDRd r„liL1 O (TY ) N1\5 Za a Np� 4 DD Are -� 1 21 I 17{h 11\ S23'31'26"E f p.48 W N. 4� 158.32' L z z I 31.00' 11 \\ 54 tOr-i88'B8i1 iY iFU-Ar-: �6'I&A. d���_--1 0°111 1.0 I"r o 9 in ho Q N 14 I o II C � 46 0. \ TZ3 O O O _ 22 t Imf Irk f 0.17 Aa., 111 ZN0 Oop2 9® N��� o.20 aC L L L10 J--� I 23 I -NI,�b li A 13 I ,$`jij 11s6.6i-Ac. S 51 1 00 ®om o.17 Ae c L= i sao4 La L - J o ° I" m J o Lot 48 6 �W. 227.0 a959'39' '��° 3. y;10 A �_-- { 47 p 0.17 A. 1 L6 L7 ROAD 52' !_ Zo �piN w 1°°.g° (Open Space) SEE SHEET P1 (of 3) for LOCATION MAP 589'5939E _ �40= SB7'43'S2"W� i S6 ?568. .o \ 0.17 A. }\2 50.12' Le�O/5 L15 � 11 9q6 `r• p161'z���� L-fi9.09' 33.58 r 1 _ 475.�` .�„& R=28.a4' I SEE SHEET P3 (of 3) for EASEMENTS ros49,6�W72S�5y'1.13 \bo II N67'2 a 4=j2 'F e° 0"0' r\\rl\l 1GI4 RDEVEYaEs: 30.64/ 57.71' 619I iSCHEMA77C S6 525'02'13W BLDG.LOTS AL=951 `JL=22.41' R=115.0' IONLLY(TP.) �� e R=63.0' 11LAND W � '�, 3 'I.u9 Ah'ilEu •i o a ,; ,,;� r CIVIL ENGINEERING ASSOCIATES, INC. J 1 Al 31` / _ / 12\/ o o- / / 10MANSRELDWEWLANE, SO MBURLINGTON, VT OMr` 4 (O L v1l /\ S3'11'5�I 8r "W// i 2-864-2323 wa6, wc6e-vtcornAgricultural Lease COPYRIGHT 2014 - ALL RIGHTS RESERVED DRAWN 3 �IaGAC NI cEEcxsD12.67- Ac. I 32 7L T6l Q 3SIvi7 L-PROPOSEOSTOflMWATEfl TRC LL ^. jiDETEN77ONARFAS APPROVED a^� (TYPICAL) TRC \ I 1 I r zl l O s II I I FA'1 B DATA BY REV1910N N8Tz1'01'"W L O J 1W7 R=zG3.45' 12.08.2014 TRC Bldg. footprints 22-25, 28, 29 132.81' O G 1 i 11.26.2014 TRC Rev. bldg footprints t 25.00' 50T24'3', E 10.15.2014 TRC Lot Numbering Changes ro� II y.72' 10.10.2014 TRC Notes & Lot Numberng GRAPHIC SCALE NNI� \< 36 ,ro ^T1/ %� OL7 II _ 08.22.2014 TRC Add Sheet P3 (Easements) 12.04.2013 TRC Lot 48 & Common lands labels & areas ( IN FEET) t inch = 80 it PHASE 2 �09;�°O 9y.� \\ T _ z" �. s5 \,° \ QQ �t� LOTTING PLAT luiet Path" Sa 59931E �, "°7�; 16 --'/ SOUTH VILLAGE a�0000°" A��0 ' ' ZIP ry�;o"�N j963'q483�8•'1....................... ... 4etlond Barndary II COMMUNITIES, LLC SEDPROPO PROPOSED PAVED PATH6 PHASE 1 C9 FOOTPATH ACCESS ( Spear Street N49'45'51"W �P° I (IYP/CAL) LOT 11 South Burlington, Vermont fi°.00' GuldeaaGtabe To the best of my knowledge & belief this plat, consisfing terminated upon extensionotfl.O.W. of three sheets, properly depicts the results of a survey conducted under my supervision and is based upon NORTH records & field evidence found. Perimeter boundaries ogre DRAWING NUMBER shown are in substantial conformance with the records OCT. 31, 2013 JEFFERSON unless noted otherwise. This plat is in substantial ROAD Exist.) compliance with 27 VSA 1403 "Recording of Land Plats". DRIc Nm 111 ee P 2 1 1- 80 NO. Timothy R. Cowen Vi LS 597 PROL