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Home My WebLink AboutBATCH 17 - Supplemental - 1840 Spear Streetray From: Carol McQuillen <carol@commonroots.org> Sent: Friday, April 27, 2018 2:55 PM To: Johnny G. Illick; Robin Jeffers; Peter Cole; Forest Donaj-Keys; ray Cc: Steve Roy Subject: Permitting update from Ray Belair - documentation for the City of South Burlington Attachments: Farm Barn Build Out.Steve Roy.pdf Hi Team, In a conversation with John Ilich from ReArch today it was brought to my attention to check in with the city regarding any necessary building permits. Ray Belair, SB Zoning Director, has stated today that because the build out of the barn is being used as an agricultural structure it does not require a permit. It does, however, require public notification. This e-mail will be filed with Ray at the city office to serve that purpose. The renderings designed by Steve Roy are attached as part of our communication to the city in this regard. Thank You. JgOi►Ily, Carol McQuillen Co-founder, Executive Director Common Roots 802-999-4270 carol(4�commonroots. orb hap.1ho .eommonroots.orb ray From: Robin Jeffers <robin@SDIRELAND.COM> Sent: Tuesday, March 07, 2017 2:44 PM To: ray Subject: Farm at South Village Shed Attachments: SOUTH VILLAGE FARM LEASE POINTS (2) as built.pdf Hi Ray, The Farm at South Village is building a shed on the farm leasehold land. Per our conversation, we do not need a permit, but are requested to inform you of the activity. The shed will be a 24' x 24' shed with barn style doors on the west end. It will be located on the southern border of the farm leasehold land approximately 22' inward from the property line. Per the attached, the location is just south of the letter'L" in the word parcel. It will be wood construction and painted barn red. Thank you. Please feel free to contact me if you have any questions. Robin Robin Jeffers S D Ireland PO Box 2286 S. Burlington, Vl 05407 802-863-6222 Cell: 802-316-6004 robin@sdireland.com , I1 1 \ I \ 1 , 1l - \ I _ 1a tentie \ ✓ JEFFERSON RD_ (v� R�� NORTH _> , ` \ bib= ACAEe—A \\C_6 \ \ PHASE 11 Tootprinf' v ` PER CITY of SOUTH BURLINGTON MASTER PLAN APPROVAL TFASV, L3C a LEASED PARCEL a (y 1288 ACRES 4 e LOl11AaIBWi{ �e wABB® IV FORT wOE EASEMENT fai ACEESS fENTpKD M aULEI OINLf AS -BUILT 1 I e (? RUSN TVPILAL� --1B9 Be' , cuvCRll `�\ o r \\ THE FARM AT O SOUTH VILLAGE, INC. PI ( \\ \\ SUBLEASED PARCEL 1.01 ACRES .Ix \yam---------_ ry ExISTNB \ II ID —1 wDE an 1LTY CENTERS IN —ILT TLI•, 'Ile � xl$'\ \1 w \ a 11 • P �I- 11 H2R Z------------------- R'.4 ETjETE ^ Zy N E lb a\Fr slxxt£r '---- < _ ' Avcxl 3EL . �- - ------------------------ --- -- -- — — -- — -- ------------ — -- — — — — — ---°- - — — ——`---_—_— SPEAR STREET GRAPHIC SCALE _ ---------------- ] RE�FER'EPr10E PLAY a vwaual`.sW.nr.wwNlp�„laa.�'.AweMasaM�alE AsOa� x�rrlrrafKrw WpalNusAlx ---------------------- LEGEND IP- o �xA�.DNT NOgTM J gp NPa o EASEMENT TZ' RONEOMfRS ASSOpAMNI. - EAEAND DUL-OEt0 1 BE WrvAIED UP(w E"MTEN9p! Gf TIE ROADwAv. L - r 1 � 1 r- I NIURE Sal00L 511E 5116ECT To aTY 6 SOUIN BURuxGTON DR.B. 1 SIZE RAN APPROVAL 1 (LOT II) I cO BITE ENDI.EER. ACL/JLM SOUTH VILLAGE COMMUNITIES, LLC. PRD,E THE FARM AT SOUTH VILLAGE, INC SPEAR STREET 8 ALLEN ROAD SOUTH BURLINGTON, VT LOCATION MAP un ,rcre ro SCALY PLAN OF B.A FR B SUBLEASED PARCEL --=--------------------- ,Axe ze, zon Y --------- ! --- — ' BG' L1 rnzaa SO UTH VILLA A PLANNED RESIDENTIAL DEVELOPMENT GE PHA SE 2 0 WNER/APPLICANT SOUTH VILLAGE COMMUNITIES, LLC (C/O ROBIN JEFFERS) P.O. BOX 2286 SOUTH BURLINGTON, VT 05407 SPEAR STREET I I I I I PHASE I SOUTH BURLINGTON, VT I r 1 / 1 / 1 • • • PLAN SHEET LIST / Sheet Sheet f Sheet Sheet Sheet Sheet Sheet Sheet Sheet Sheet Sheet Sheet Sheet Sheet 2 4 5 6 7 8 9 10 11 12 13 S1 Sheet S2 Sheet E1 Sheet E2 Sheet PI Sheet P2 Sheet P3 Sheet L1 Sheet L2 Sheet L3 Overall Phase 2 Plan Phase 2 50 Scale Plan Multi -Family Building Lot Plan Plan & Profile, Preserve Road (Sta. 1010O-23100) Plan & Profile, Preserve Road (Sta. 23*O0-25133.15) North Jefferson Road (Sta. 25133.15-35 f-49.12) Plan & Profile, North Jefferson Road (Sta. I0f00-174-3O.20) Plan & Profile, Churchill Street (Sta. 10*0O-17*82.75) Plan & Profile, Private Drive (Sta. I0f0O-14f68.13) Ligh ting Plan Roads, Details & Specifications Water & Sewer, Details & Specifications Pump Station, Details & Specifications GAP & VT Gas Utility Plan Storm wa ter Management Plan, POI #1 (Wet Extended Detention Pond) Stormwater Management Plan, POI 3X2 (Grass Channel/Dry Detention Pond) Erosion & Sediment Control, Phasing Schedules Erosion & Sediment Control, Details & Specifications Phase 2 Overall Plat Phase 2 Lotting Plan Phase 2 Easement Plan Landscape Plan, Street Trees - North Landscape Plan, Street Trees - South Landscape Plan, Pollinator Hedgerow O'Leary —Burke Civil Associates, PLC 13 Corporate Drive Essex Jet., VT 05452 878-9990 CONSULTANTS Civil Engineering Associates, Inc. Michael Lawrence Associates 10 Mansfield View Lane 8 Lincoln Lane South Burlington, VT 05403 Essex Jet.' VT 05452 864 —2323 878-2778 l 1 / /� / _...L II\ \ \ I11111 L I I I (/%f1i11111 � 1 i I It < \ I 1 / IIII11111 i r lll/I / I 1fy ~I!7-I1-Q4' ,�/rim! IIIIIl!I 11t1 I r I71I/ifl� ) /� �\+111++IIIjIjIII / I \\111++II1111I\ Ir\ \ <� ". �1 1 IIII llllll\\\`\ ` \�1 I,-- �♦ _ \\1\I\I 1 �I III l r' I\ I 11\O�- II if l ri t !j 17, i.1/��I111\niIr ,.r- 1 1 ,I 1 - Ilk Notes: 1.1 ALL WATER SYSTHM WORK SHALL DE IN AGGORWNGE WITH GHAMPLAIN WATER DISTRICT "XECIrICATI" . DETAILS FOR TIE INSTAJ_ATIQ1 OF WATER LINES . ARIA[TENAN[.E5' PEA ALL SEW'R SYSTQI WORK SHALL DE IN AU RDAW.E WITH TE STATE OF —MONT FFR's AND THE crY OF SOUTH DURLINGTON PUDLIC WOdCS SPEGIFIGATIONS, JM MANS NOT TO DE USED FOR PROPERTY CONVEYANCE REFER TO PLANS ENTITLED 'PHASE 2 OVERALL MAY AND 'PHASE 2 LOTTING MAT' 50UTH V ILLAAC GOMMMITES, LLC. DATED D13110 PREPARED MY GIVIL ENSIHEFRMG ASSOCIATES. INC. 4.1 PROVIDE •GONION LAND' 51ENWI-5 ON TREES MEHIND LOTS Jp-W APPROX. EVERY 75' OL. TO DEFTER DISTINGUISH DEVELOPMENT AND COMMON OPEN 5AREAS. PLEASE REFER TO THE LANDWORKS MANS FOR DETAILS . SPCGIFIC INFORMATION CAROLYN E. LONG REVOCADLE TRU5T HI !r . r/ / 1;�,1 \ 1 \ 1. L �� LP•rJ J/ ..•._��"'-' (/� �/ ./ r/ _ \- l 1 I. \ 11 I IlN\\11N/FI 1 I / 1 I 13 r . t. . . . . . 'NYC 'F�. �• --v •.G MON ILAR9 . •� � i • 97 .! .y2 ' � •SiORAANtATER °' F f Iy" T DETENTION AR0. \t / 'POI #I 15f EWSMT.•SI) 74 • %��• •1'LI.4 PATF�j \ , • • V A @SS T.WO > . 1.•� .rJr . i. 4 q f + l u WT� ' y SOU PHASE tA6F Owner & Applicant GRAPHIC SCALE FHA5E a DREMDOWN SOUTH VILLAGE GOMMINITIES. I I G luE0 5'WLE 'FOOTPRINT' CMRIAOC STYLE UNIT5 L 2. 5. 6. 15-M 36 AND JT - II WITS I0/0 ROI IN R.CFFER51 ----- - DVPLEX •FOOTPRINT• UNITS J.4. 7-14. 20-JS AND 56-65 36 UNITS F.O. DO% 2260 5.NGLE FAMILY LOTS J6-55, 60. 6T AND V-90 • 25 WITS SOUTH WRLINGTOK VT 05407 MULTI -UNIT WILDING 66-T°A • D UNI15 ( IN FEET) - MULTI -WIT WILDING 60-9N - I Inch = 100 PL 90 WITS THE CONTRACTOR SHALL NOTIFY "ONSAFE• AT I-IMM IO-SAFE PRIOR TO ANY EXCAVATION. Location Plan SOUTH 6URLIN&TON, VT 1"•200' Legend DOU/DART ----- PROPERTY LINE --------- SETDACK ---------1'A--------- GONTO,R LINE I U.5.6.5. DATUM 1 /� FKOFO5EO FINISH GRADE CONTOUR Q E%BTIN6 IRON FIFE EXISTING CONCRETE MONUMENT IRON F1 PE (TO DE 5ETI ■ GONCRETE MONUMENT ITO - 5ETI •Da UTILITY POLE E EXISTING ELEGTRIG/TV/TELEFHONE LINE SEWER LINE STOKM_IK R' WATERLINE :., ,.......�..,...x..u..- EXISTING/PROPOSED HYDRANT 511-T -- Zoning Information — FAK-1- 100, I040-01640 W4.I6 ACRE51 PHASE TWO- MM AGW51 ZOHEI SOUTH EAST vUADRMT•NEI6FI60RHOOD RESIDENTIAL ISEO-NRI D001TY, PHASE TWO MAXIMUM- M UNITS MA51ER M.AN% UNITS PROPOSED PMU-TI-UNIT5 66-19 . W-91 SOUTH VILLA6E RASTER PLAN RECONSIDERATION APFROVA- PAT® WID/001 APPROVES THE FOLLOWING WAIVEK5, PROVIDED THE APPLIGADLE SOUTHEAST QUADRANT ZONING DISTRICT LIMITATIONS aF IM WILDING GOVII AND JOi OVERALL COVERA(£ ARE MET GOVIII S IN6LE FAMILY MAX,.WILDING GOVENA6E FROM M TO 42X 51NGLE FAMILY MAX. TOTAL LOT GOVERA&E FROM JOR TO 6R MULTI -FAMILY MAX. WILDING COVERAGE FROM DR TO SOX MULTI-FAMLY MAX. TOTAL LOT CDMAGE FROM JOY TO 65 LOT 513- SINGLE FAMILY MINT LOT 512E FROM 1200 5F. TO 3.000 SF SETDAGRS• 5IN6LE FAMILY FRONT TARD SIFTS— FROM 20' TO 10' 51N6LE FAMILY REAR TARD SETDACK FROM 30' TO 5' MA.TI-FAMILY FRONT YARD 56T DAGK FROM 20' TO 0MULTI-FAMILY REM YARD SET II FROM JO' TO 5' MAX. WILDING HEIGHTS 40 FT IFITGHED ROOF, 36 FT FLAT +I, A F SEE SIiEu 3 A A6RI -ULTURA ! OPFFH•S A E N— ' NOT\DfTPENDEIJT �� ^� 1`-_ O '-J MASING •3.51 AGRES 5' WIDE i } 1 / i •- /•� _ y FHR -- • /�/i QUIETI\PATH\ (EXACT LOGATI6y TD Bq DETERµIN 6/00RINIS \ /� /,/ 5EE SHEET 3 TO roEAT / / k / / I / / I ! r a•yr ! ETERMI D DURIk \Q.ON5TRUG ONl \ r -1-j ! /1 O// 1 r/ . . C/UASS fiH�E� ! \ 1\ I11 ! , / I ,\ 1•+ I / ,t / ! , �!✓AETLAIQfSS i `1\ 1\ \ \^ I I f _ \ M • • fl• • • • • �, GONSTTfQNI \I // 1 51 / A\• \ 1 / ..../ / / / , I ! \ _ (IC:J / • • . • • tttl L / � 1 V / I I l r-i/,✓ / �/ 14 �// Ii c� 1v V 1 I 1 I / ! ,.,t, / \ • MIN.•6' �EP - ,.,• , 22 MED rdN ptI WEEN (�j �R5 . �1\ • Location Plan-- / / GRAVEL ACCESS DRIVE TO • • - SOUTH PJURLIM6TON vi N.rs. \\ \ S N1P IOSTATN. PROVIDE WRB GUT: PROVIDE 2" OF TOPSOIL ON TOP OF , GRAVEL DRIVE 4 DELINEATE . . . 5' WIDE I . . I GLA55 TWO SI .> / /, C , / / f \ \ • /� / ', OLWALK /, \L. . WETLANDS / / � 1\ \O\ \t27; � 12e I I � //. � • • t�i\ • 1 \I ' vv /'I / v _ r rl ' - " . - r ' - Legend PKOAE 6° G1tT.E I I \ \ / / �� 'KO-£R.T OOUNOARY \ / TYPI AL 26 / _ �ALVE AND B" LL 1I \ L-\--tL FROFERTY LINE WI CURBED i I /^^ ?� PROPOSED 71",` WITH END G / / I ! /�yv I 1 / I I v . --- --ALR / BUBLIG 1 *.. ti- 1 WD H E N5 STU L \! _ ouR LINE I U5.65. DATUM I IdOADWAY \ \� RECREATION/ / �r,I ( ! \ \ �\ — — �-- ` , �qc• PATH ! / / I I � \` I I I ! / I / \ � yQ / �" • • • ® neorosep rINI>N dRAne coNrouR 0 EXMTI% GONGRETE MOMJENT // / O OIOTIN6 IRON FIFE 1! `\I, /! / ! / e� /7\ r •y LONGRETEMONUMENT ITo ebeS" / .B, vrlun POLE vV 1 G� AMIC SCALE --/ v�v vv 11 —� / / ,/ / {i,1 ! 1 -X-v E \ I \\EEE r-----/1. \�' / / / X 12 ( ^ \ . . . exISTIN6 ELECTRIC/ V/TEL�XONE LINE IS xwEA LINE (rt1 Peer\� f / //,/ / I //' % / // / ! O 1 ! r WATERLINE re — I Zoning Information \ 1 �♦ �\ i 1 / I 1 /I n / / 9 / / I I (. ;;yyEE 1 • • rnRGEL IDRXN0-olE4o n24.1E ncREs1 I11]O AGRE51 EAST QUADINNT-NENI011SOIWOW RESIDEMIAL neo-NE) "SEE TWO MAXIMUM, IM UNITS MASTER PLAN, •IO UNITS FROFOxD. I•MA_TI-UNITS AA-n . ro- 111 souTN V:LLA6E W>TO[ RAN RCGON>IDP3EATIGW APFROVAL IDATEXJ voro61 APPROVES Tle FOLLOWING "rLI°UTNe`sT pwORAAr WAIVERzoNlwS.DISneovloTRICTen neLINITATIQK or j \ / / / / / / f / N ! / l ! I I '� 1 • • • I ME r,UILDIN6 LOVERA6e M 3Oz OVRALL Lov w ARE, MET ! / 1 ! ,/ ,/ / /' / / / ✓' I/ ! \ \ 1 }/ R - /// • • • • a • />I / / 1 / / / PROPOSED L r —/� I ( I \ ( yl j •1� • SINGLE FAMILY MAX NUILOIN6 LOVERAOE FROM bi TO 40 ,\ 1 ) I ") I - I' g/ \,` ! SINS FAMILY MAX. TOTAL LOT GOVERASE FROM 301 TO 62 ( PHASE 2 / T —'1 __ / I I yt f , AI` /- MIATI-FAMILY MAX OUILDINo' GOVERA6E FROM in TOT"" , IGULTIORAL 1 /' I I LIMITS / 1 I I \ / . . . . . .t: . : MALTI-FAMILY MAX TOTAL LOT GOVERA6 PROM 302 TO Mz ! LOT/ 1 I 1 / IINGLl1DE5 / ) 1 1 1 Ny / DE \ NTI O 1 STOKMWATER Lor SIM OPEN 5P/�GE U/�-iJ // / 1 FORAIF�F '/O� / ! ! s11 I I T f� SINGLE FAMILY MIN. LOT >Ize FIRM noo >P. To 3.000 Sr / 1 I NOT DEPENWENT 3 EFER TO�A SHEET SI _ ON PHASING \ / / / I I / ! / / \ \� \• ( 1 / \ \S:� FAMILY T*.07 AGES // j (\ / / , 1 t ! FOR ADDITIONAL • • NULN�FAYILYY pITT Y� SETO 15 FROM W TO O' Y X AUR FROM 3U TO V / •INFORMkTI �C1 ° MILTI-FAMILY REAR YARD SET eAGK FROM b• TO 5' \ \\ \\ \\\ �\ �-.\ !'' / \ \\ �\ \ \\ �_� y• 1 r/ / 1 / / t \� • • • • • j • MAX. 5UILDIN6 MIS—, 40 FT IFITG ROOM, 35 FT (FLAT ROOM 'N \\\\\ \\\ Y1 Notes: .\ \\ \ /` 1 1 / lO \ 1 i . . . • • • 'I�w\ r U AIL WATEE >YSTEM YI°RX SHALL OE M AGGORDNLE WITN --A WATER DISTRICT oiuwAMTC1�cTLINES :OETALLAFFIRTdAI1LES' roTALLMIOX 21 ALL SEWER "TAN WM •IIAIJ- °E IN ! 1 / PROPOSED l II I-', / ) AunwANce WITN M >TATC OF VERMdR EPR'S RECREATIONI 1 \ ,!' ,% I I 1/ 1 �> >r CITY F SOUTH d1RLIN°TON FUSLIG PATH I \ \ \ "�£� /mil \ J • • • I f m PLANS, Nor TO OE USED FOR PROFE> ' eA ru•rANANO TO FLANS n Lmrl� ��>aaum VILLAGE GOMAMITC r. DATED W3V0 ftff EO OY GIVIL EN*INEERIN& ASSOCIATES, ING- �� 1 !- I I \ Owner &Applicant T �-� - / // /' V \ I\ ( I • • • IHt C-iW10R SHALL NOTIFY "OICSA-L AI VILLAGE / / / I \ / / / l �`�- J / �•I l \ I I 1-8119-0FE 10-SAPROR TO ANY EXCAVATION. `G/O RODI..FFFER51 ! GOL5IUNITIES. LLL / f f / / I \ - GWETLARL l , . R- r ff ISOX 2 --- - /-/ / / / / / ., • . I `_ �.•�.- 4 • !a* / 50VTH I UR ILINCOTON VT 05407 ( I v \\ l\ �-. `- "` / / / // /) / / t l`' Y',il♦if' \ I \ \ 6/25/15 ADDED SIDEWALK AND GURD. REVI5EO UTILITIES AND 6RA0IN6. LAYOUT REVISIONS \\ �\ �\ \ // /, // / , I / / '/ \ �\ \ I/ // i / -� ��\ • • w¢5/28/14 REVISE PER OM PRELIMINARY APPROVAL LONDITIONS ! AA,uTny, ..E SOUTH VILLAGE ET PAj#I \ t ) / �. \i o oaoA o EGVDOAME o �eIAnARr \ - COMMUNITIES, LLG 11 / / / \ ! ' /) � 3•o'Rwf�� OOCA T•ME o sRTwrmiaFr O'LEARY-BURKE 1 \ I \ ! ! / ♦ / -� \ ! 1 ( ` E4Tv � - PM SPEAR STREET SOUTH BURLINGTON, VT CIVIL ASSOCIATES, PLC \ I\ \ \ / / / ( ! !^/. _ ., I --.,_.- i -__ I \ • ( \ 1 1 ,r/,/ v\>� owe _._ oNvw;,E— r7 �i A E P s 50 LAN EN41.: ubmn 11 QUIET PATH IEXAGT / LOGATION TO DE DETERMINEpp DUKIJJG �•/GON5TRUGTIONI-/-�'/ .►sip / / s - --�." " / - / / / KEGON DLOGK 1 � RETAINING WALL TOP: 38�� I I I I 1 I REGOfl BLOCK RE N 6�_OC.K I RETAI iNG WALL I RET I 6 WAi Tf 392 ! i .T i - - _.�_�-- l I _ I I TO 3t2 11{ i. i / I Rt r6�BLo�K � �(� 382.E / l I l �i .. fI� FIRS'V FLOORAY' 15 E / RET NI 7 WAL TOP OF 37D.5 / I - -- / � I / / I •- RA�r sLAD �Ev� / MAINTAIN Mr_ I _-.--Mitt'ARAlo' WATER Tr�SEWERWEEN F1 5T ALt� 39 l / l A /I • ),. SfRV ICES lT'/PJ TOP OFI W I ! I \ ELEV�- �gp5 1 I Pe:G ". N GAR�GE SLAP A G D ! {� 1,1 52 V WAT 'AI ING ALL / I sERucF w/ vnTe v 12 .,.1BFLEG MtRil- SERV 7 \ I E 5E8 EA EG Ie.Ln uN1T \uIL 1NG R TTIO ING v _ IX x / ! I 1 /— H OETp ISFAl ♦ WT. \ I va TYPE 'K" v\ COPPER �' WATESERVICE IrYPJR t I I - / ) I� 1 /I I I 11 - � � ; br r ! ! 1 I ! ! \ PROVIDE 1 —�}— REGION / DLOGK RETAINING / I / I / I � / \ \ _qj �r� I I! I� 11 \\\ III II I/ //// �/ �l // / / �I / I II I11 /1 I s�• �� - 1 \ ! 1 9 I PRCPOSED / 4' PVC, SEWERI— \\ // SEKVJCE ITYPI _ _- -- .� -' �- -� 14• / .._ a.- :: >.- ,r p � '� { > V ! / / { I l { / ! ! I{ f / 1 ; r 7 I ' 1 �1`''1 SEE 5HEET DUMP5TER FENCING RENDERINCG5 BUILDING RENDERING NT5 GRAPHIC SCALE E FRoro6ED 5' WIDE 51DEWALK (TYP.1 ( IN FEET ) 1 SDch = 20 Tt. SSTTI II/A � \ O Owner & Applicant 4 ' ``'� - OB d - D4n a �C AaFH THE CONTRACTOR SHALL NOTIFY •OIGSAFE AT SOUTH VILLAGE COMMUNITIES. ILL 1-ORB-DIG-SAFE PRIOR TO ANY EI(CAVATION. FAO I'M I� 6FFER51 �;f// Rp111tgD V\�� DWI SOUTH WRLINGTON, VT 05407 AANO;/'F % WIILMrtKN VI NTA Legend BOUNDARY ----- PROPERTY LINE — — — — — SETCAGK _ GGNTOUK LINE I U.56,5. DATUM 1 PROPOSED FINISH GRADE CONTOUR O EXISTINS IRON PI PEO EJIISTINS, GONGRETE MONUMENT RON PIPE (TO Be 5" ■ CONCRETE MONUMENT ITO DE SET) UTILITY POLE E EXIST— ELEGTRIGRV/TEISPHONE LRE SEWER L1E P STORM, INE R WATERLINE E%ISTING/PROPOlEp IttDRANT vwww+w..a..am. SILT PENCE Zoning Information E — PAKI Ip, 1D4O-01DN0 D24D AGKES) PHASE TWO, (IUD AGM51 ZfkEO: SOUTH EAST QUADRANT-NEII DORHDW RESIDENTIAL BF-0-NR) DENSITY. PHASE TWO MAXIMUM115 WITS MASTER FLM: 46 WITS PROPOSED. I•NULTI-WITS 6D-T ♦ DO-41 SOUTH VILLAGE MASTER RAN RECONSIDERATION Mr"" 'DATED 2/10/061 APPROVES THE FOLLOW NG WAIVERS, PROVIDED THE APPLICADLE 5WTNEA5T W DKANT ZONING D15TRIGT LIMITA7ION5 OF Di DUILDINS COVERAGE AND 30S OVERALL COVERAGE ARE MET COVIF.A64 5'N6LE FAMILY MAX DUILDING GOVERAGE FROM BR TO 49E SINGLE FMILY MM TOTAL LOT COVERAGE fRORI TO TO OR MULTI-PANILY MAX. BUILD WL COVERAGE FROM BE TO 501 O MULTI -FANCY MAX, TOTAL LOT COVERAGE FROM 3Di TO W2 LOT SIR 51N&LE FAMILY MN LOT SIZE FROM 12.00 5F. TO 3AOO SF SETDACK5- SINGLE FAMILY FRONT YA SETBACK FROM 20• TO 0SINGLE FAMILY REM YARD 5ETDACK FROM 30' TO B MULTI-FMILT FRONT YARD SET BACK FROM a(i TO ID, MULTI_PANILT REAR YARD SET 15 G FROM 3V TO S' MAX WILDING, MIG,HT• 40 FT Ir1TGFED ROOF), 35 FT 'FLAT ROOF' 19 J Parking Requirements PER TABLE 0-1: PARKINS REQUIREMENTS. M510p Al_ U5ES I MULTI-FMIL" DWELLINS5, T 5PACE4 / DU. - I SPADE FOR EVERY 4 WITS / FARKIMS REOUS105- ! 2 VA / D.U. X >4 WITS • 46 srAGES 1 SPACE / 4 D.U. X 74 W - ITS 6 SPArsS TOTAL XAGE5 REQUIRED N NAGE5 PARKINS PROPOSED uNDERGRWID PARKING GARAGE- 46 SPACES 124 SPACES / DUILDIMM ADOVE GROUND PARKING 4 SPADE> ] ADA SPAGE51 TOTAL SPACES PROVIDED: 56 SPACES N \• / \ .--- HYD. 41 Pam. GD 42 5EE SHEET 7 Legend 1v\ \3 / DEE DETAIL. 'G SH7 9I / � � I -v - I , ` _� ! 42- QUIET PAT �IEXAGT PROJECT bOUNDARY PROPERTY LIPS •y ) ;, ( _1 .-. - f\l0: GD F3 , 1 I •\� I LOGATI IN TO OUR ,7 '; �•,,..." l «+DETERM INE(y3 DURING / IO'O ",pu - - I .� -L"`"" \ \ ` \ 1 / 1N--- GONST�JGTION) \ \ \ �1 l/' I\ 1 I I\ 1" - h.... \, .� 1 ! �/ y) ♦ 1.. I I l� � � 24 /"t /! / �.__•♦�-•\ M. � 1 / Ins 125 I / sETDALK p---�-- CONTOUR LINE ( U.5.6.5. DATUM 1 PROPOSED FINISH GRADE CONTOUR C EXISTING IRON PIPE 1" 6 - - .s �• -C` ,� :. I 1"�\ I \ �� \ ' " _J \\ \ \ \ I` �/- I: 5C i'-\ •./ II \- CLA55 THREE \ %/ / //�1 "O71 �� ., .,• / I \ \YPICAL GUSTOM SINGLE FAMILY 1\ 43\\ �OGAT EXISINGCONCRETE MO NT RON PIPE Pro DE SETT \- ( DEGIN CURD AT STA- 11a50. ON1 (W iN EELOPE ROSPE�LTIVDEPFIARGHASERENDENT �CONCRETE FLtRE CURD AT '•'•..\ \\ \ \ \ 1 + 1 r/tX i7UTILITY MONUMENT ITO DE SET)G.O. POLEEXISTING ELECTRIG/TV/TELEPHONE LINE • \(\�\\ SEWER LINE I / ..� • \ • CLAi51 •THREE ( 1 I \ \ G.O. i4 / Y ]a \ I IS"INW.\\ \\ \ �• ! }'i HYD. 44 ar m ��./ / STORMLINE W WATERLINE \ • •wr"ND ,, I / 1 -/ // \\ //�/ 44 MAINTAIN MIN. q' SEPARATION \ . \ / DETWEEN WATER + SEWER / // DEE DETAIL./ 1 / /\ v rr'� 3• L EXISTIH6/PROPOSCD HYDRANT ..,_ sLT PENCE i / \ < /\2^ . I/ • / / \ \ G.O. di \ v f, /1/j/ } I i \PROVIDE b �" TEE / AGRIGI}LTURAL VN� 1 A \ • / o .� / OPEN 3PAGE 1 I / / N} otes. U ALL WATER SYSTEM WORK S U_ DE IN / ( ��``` / I / \ 1 / (FJ\3/4 - / / SILTIFENL� / l // I I I \ \ 1 _ / \ \ y\ �i f _ //- \� PROPOSED 10'\ \ 1 NOT OEPEENT \ TYP' ON PHASIIONG r\ LOPPGR WATER s331 AGf.ES \ \ SERVICE / 1 ACCORDANCE WITH CHWPLAIN WATER D15TRICT "NPS IFICA71oN6 + DETAILS FOR THE INSTNAATION ,X 1 \ // I 1 \ I / I \ \ \ \ REGRE7H ION 1 / ) \ .: / 0 �\ "1a'�1 HYD. to / � / \� \ 1\�\ 1 OF WATER LINES + APPURTENANCES' 21 ALL SEWER SYSTIAI WORK SHALL DE IN ' 1 '/yp 1 N / \ 1 \ \ \ I / \ 1 \ \ \ , ,:•: / \ I \ � ISEE DETAIL,/� . , / " 't SMT. 91 � � l / ! 1 \ � / CURD AT \ ACGOKOANGE W1TH THIS STA-E OF VER- -1 AND THE CITY OF SOUTH GURLIND IlA1.IG WORKS SPECIFICATIONS, ' I I RECREATIONAL PATH .X \ \ ! A6RIZ.tYI..•TUR�6 \ \ \ ` 1 \ 1 \ \ \\ AND SIDEWALK \ \ \ /� l OPEN SPPtLE SHALL COMPLY WITH '`/\\ /"'^-�/ "O'-/ END OF RADIUS \ / ` \ ( �� zISEE DETAIL,/ / '� 3J 91A5 NOT TO W -0 FOR PROPERTY 'rHASE I I \ J 1 I \ \ DEPENDE\N'� \ \ z \ � \ADA ` E041REMENZS� \ \ q6 y I / /� SHT 11 1 y.•� -"' I �!` 4 • CONVEYARTo NCE EPER n.ANs P3�nTI.ED OVERALL PLAT' AND YNNSE a LOTTING PLAT" SOUTH I 1l ' 1• 1 \ \NOT \ 1i1 \ \= HA$ NG \ \ \ \ - I ' T \ \ \ VILLAGE LOMMINITIES, LLG OAT® *13V3 PRPA2D DY CIVIL ENIDINEEKIND ASSOCIATES, ING I 1 J 1 SIi.8i1 RES \ 1 1 \ \ \ \ 1 1 ( O \\ \ \ \ \ } \ \\ {1" 'IV .r-- \\ 1 \ } Y 1 4 PVL SEWEIR`\ IIWr l / . 4SERVIGE \ PROPOSED \ 1 \ \ \ \ \ 26 WIDE • EV. M• 370.00 , • \• • \ \\ \\ f I i / I 1s \ .• 1.,,✓ --�,- \\ / `\ ` \ / ,\ \ V 4 b • . \} I 1 I \ \ ----- \ N \\ 1( 1 \ 1\ \� J 5 WIDE PEDESTRIAN EASEMENT 1 EXIST, D" PE c1.LveIRr INV. IN. ]09.51 •�• • •I1, • • �\ I // \ I I I 1 I \ / ) 1 I \^ .- ` TO CITY OF SOUTH BU� IN6TON M ) I �\ •I Nv. O/uYr. 3ee\.57 • • ••THREE • 1/ • . . • • �' I A \\\ _ : ' '_ LD 6 v /1 \ 1I ( /i 1 11/1 1 / r'�`.Y � -.. A, ,,'\\a.v r- -�""\`\ �•\I SCALE P._ • •• •• �,�LW�6ESTTT/ LAND • -OUT, SMZ, , PLAN\\ � - _"�..`-.°. 1 �43 av .1'.. • _'/ Y♦ �- `��J``" HORIZONTAL • .GRAPHIC SCALE: I" „�✓`.�f`,�f/!/ �_"... "�" I low/ CD 44 I. ' ( IN Fr'FT) HIGH POINT ELEV 985.51 1 inch - 40 fL HIGH POINT STA 14:07.73 • LOW POINTY ELEV 382.05 HIGH POINT ELEV 36J.59 PVI STA 13+75 PVI ELEV • 36600 A.D. • LOW POINSTA M-90 PVI STA ID+00 HIGH POINT STA 19,37.50 Q PVI STA • N.50 w5( 390 -5.60 _.. K 17.D _ _. PVI ELEV 361.75 PYI AD. •4D400 • 100.00 VL p K loom, 00 Vc, K I00• 00 VC, g `I SMH 45 STA 390 O Q HYD. i7 Q I '1 N S IM, 333 " _ S J (M ITYr. 5EE SMH STA 16-70, 0.5 42 RT ? @ i :4{ a_i IMY0. �i DET WE IL, 1]1 6" INV IN• 309.04 INV OUTS J66,74 s 355 GD 4J s DETAIL. SH7, 11 / «. RIM: 9p Il�b INS 37 p7 77 J w O 01 J .. SHT. SMH i GD #10 6 - PVI PTA . 27+00 LOW POINT d TA XN30.91 STA U•W. RI 115 LT 9p1.LT EXIS "I GRADE -- PINI51{ "\ GRADE w w RIMS RIM. 376.4E PVI 385 PVI STA PVI ELE NU+50 370.41 6" IN I 0" INV O : 3790 37A9 -- H FI _ TYP. 6° PERF. = SOR TING IS---' - _ _ _ _ _ - ` p" IN IOU 372 INV OUTS 37a. 121 6" IN n " IN IN. 37345 IN- 36607 D .- AD. K -3.50 .50 .57 A,D. 6.]0 D° INV. OUT' J74.D4 / A 13+75. 0 RIMS "'M LT 65.g.- _ - - JS PVC GRAIN \ _ --' - `\ 1 - D" INV. UT 367.97 100. ' VC K 7.94 a" INV �55 - - - - __-_ - g 360 50 VG / i 6" CL 52 D.I. WATERhi1IN �"'- - - - -- '•`` _ HYD. i4 ITYP. SEE I• n .- _ - _ ` 60 - G.O. 43 - _ B" SOR xi PV 0 4 6" �'` LL 52 D.I. WA7".. \ 375 5 51A. 14a2145, I RT STA. 14•24,61. 14' GOVER- 385.8 RT - - N'4 ` 1 1'� \\ ® O - � • µODE 0 15 �• S� 20 6" INV. OUT G.C.da .14 6 INV. Ol7T G.O. F4 MO'fE� U ERORAIN FROM CD i4 TA I7�90, I]' RT D HOPE L' I76• S� O. 06 -15 PVC L, 5' 0.011 6" `' rV sac xi rvc \ \ 31 - V 5TA. LT 5TA. I4+24.69, 14' GOYER� 385b LT LLEANO DE 6.6' 44 TO LD 45 DEEP TO ALLEP SHALL IA RIM• 36I.60 INV INS 376.6E 5= 0.024 \ / f-� COVER, GOVERN 6" INV. DVT� 65.E 2.1E "INV. OUTS 979 FOOTING DRAIN FROM LPI TS D" INV. OUT: 374.OD L• R3• ' QOU \ - HY 41 �0 43-46 SMi 03 7A. 10+65. 6.5' G.O. 36 D" L' HDPE ]i 5, 0.073 370 . RIM,357. STA PH40 RT � 5 TAIL, T. 91 LD N2 STA IIa75, 12 T 5TA. 17+90, 45 D' LT IN OUT: 375. STA. G.O. i5 a35 hS RT 6" INV. OUT 360.1E 5 C.D M9 21+13. D' RT 8 !` 70 RIM- 375.17 O° INV IN 37 RIM= 6" INV IN, 361b0 8A6 CD 5TA, 11 RIW D' FO RT GONER- 6" INV. J63B3 360.1E 5TA. C•D 40 12 LT 6' RIM- 37750 INV IN 374.55 P J IS.INV INS 77 9 b" INV INS 375.11 RIM+ 96 .15' 111 RIM: 380.50 6° OUTS 374M C 41 IS.,INV. OUT, 3 a.19 D" INV IN, 15° INV. 011T� 73.94 73.6E UI 0" INV OUTS 15' INV IN, 37 03 IDS 6" IN 6" INV INS 377.74 OUT ]77.64 D" I INV IN ]7Q0 OUT, 36b.60 D" HDPE 5'OD 348 xis STA. IH I RT 15' INV. OUT, 37 .96 IS, INV. OUTS 37565 - 43' S 0.012 M 517 0" INV IN 73.0 IS' INV IN, 3 195 36 C* k7 L� 'ffi' S� 0.007 5TA. 5, D RT GD ill L• L!9 5 O.OIO D" HIDP 15• INV, OUT- 3 185 RIM' 360.70 5TA 22-47.1 U' LT 6" IN IN- 317.54 RI - 376.09 0" INV , 317.44 6" INV N. 373.16 " INV IN IFR G 00 375.7 6• INV OU 373.06 b" NV IN, 37LO DI D" INV 1 367,7b 15" INV. OUT- 370.9 I5'. INV. O 365.65 _ _. 36 g rg °IO ory o $ $ 4a nn eg iQ QR' "I �0 ryry Do oS OR o 355 - 10,00 11-00 12,00 13+00 14+00 15+00 16a00 r7-00 16-00 19-00 20.00 21-W 22.00 23N00 6/2WI5 ADDED SIDEWALK AND CURD. REVISED UTILITIES AND GRADING. LAYOUT REVISIONS DJH/PFH PRESERVE ROAD 3/30/I5 REMOVED PRESSURE REDUCING VAULT PER CWD REVIEW FFH 2/13/15 ADDED GURD TO PRESERVE KID., SIDEWALK NORTH OF PRESERVE RD. AND REVISED UTILITIES DJH 5TA. 10+00 23+00 w p H/20/M REVISE PER DWGWrD REVIEW PFH PROFILE R"E 5/26/14 REVISE PER DRD PRELIMINARY APPROVAL CONDITIONS ° PFH HORIZONTAL SCALE< 1" 40 ♦.`� V If,, ,+ s,"O� ❑ Rccam mAKwi 0 PRRa1aMKY oArc f,SOU H VILLAGE El Owner & Applicant VERTICAL SCALE 1 4' ` ��\ s'D �r OBOA «A M�mgEa air GOMMUN bB o zna TIES, LLG SOUTH VILLAGE COMMUNITIES. LLG C A rpFNI OTLEARY-BLTRKE SPEAR STREET SOUTH BURLINGTON, V-' " 2012<ev^13 `-+-' IL/O ROSIN JFFFER51 _ _ f+nm A,KC(•C♦mc(� THE CONTRAG iOR SHALL NOTIFY •DIGSAFE" AT CIVIL ASSOCIATE$, PLC aN i��Jf FS.0, SOX 1-86B-DIG-SANE PRIOR TO ANY EXCAVATION. .yp�ndAq `\�� pWB PLAN + PROFILE L 6TON. VT OS407 N9C04iORalErnrh A�'��N�R �.`♦♦ '"£ er'w PRESERVE ROAD 4I'-`i0' Facan4�a 57A. 10+00 - 23.00 Legend PROJECT DOVNDARY PROPeXTY Lire ---------_ SETDAGR ---- ----66-----_--- CONTOUR LINE I VS6.5. DATLN 1 ® PROPOSED FINISH GRADE LOYTOLR 0 ERI5TING IRON FIFE O Ex 5TING CONCRETE MOMAI • IRON PIPE ITO CE SET) ■ LONGRETE MONAENT (TO DE SETT - - E UTILITY POLE ---- EX I5TING ELEGTKIG/TV/TEtPHONe LINE ,y SEWEK LINE oR 5TORMLINE WATERL NE EXISTINbRROFOSED HYDRANT SILT FENCE ALVE P.' J ISEE 5-IT. MJI -\ 11 PlA1P STATION �ISEE SHT. ION -.', .� \ / ;oz 26 rvc FJ1./ HORIZONTAL 5GALE• I" ' 20' NOTE- 5EE 5HEET 9 FOR PUMP 360 " 375 370- 3 L- 11 D" 360 5- 0,010 355 23.00 350 Owner & ADDlicant SOUTH VILLAGE 4OIAK.W ITIr_5. LLL D. ROBIN JEFFER5 P1 PO. 6OI 22.6 SOV!H dELINGraN yr os4O7 IO' WIDE GRAVEL AG4E55 DRIVE TOI/ PUMP STATION. PROVIDE LORD LVT+ PROVIDE 2" ..�d OF TOPSOIL ON TOP 3 6RAVEL DRIVE + DELINEATE -SEE FIJI PROVIDE RELON 5TA INSET �DLOLK RETAINING �\- WALL - \ \ ISEE DETAIL -Al '\ W 1��•'�j' 5HT. 91 PROVIDE •y -'' 0" L-900 rvG 17x17'am" FE SLEEVE FOR FN. ll�$ows__Hll PVL KIN. 36v-- 4 SEWER SERVILE 1TYF1 - E• INV. IN- 33,56 / I INV IN- 3556 I L I -•' �' AN OUT 3034 rOrt� /LD • 6 / / RIN• 1•'.', _ - -- 17/INV. IN, 364.72� 3 _ D 0 _-- -'Q° INV. CALI 364.62 i13 // .Rib 1---`---- �,--_ / 70-- D' INV. OIJI, 30&27 - PLAN � 1 HORIZONTAL 5CALE• I" • 40' GRAPHIC SCALE l ,•.. -/J/I 451 IN FEET )m I inch = 40 ft. tL > EET 4 38 \\ / .37 / 4" 35 PVC, ram`- .•��,-^-./ • t \ TIN FOOTING DRAIN TO �\ DA� ITS I-121 SIN ` I \ 4 C MAINTAIN MIN. q SEPARATION • ♦ DETWEEN WATER ♦SEWER _ \ / \ / � XRVILES ITYP.I �- �/ /1 /��r,yby' �• ct�s rwo WET- D5 • 15Ee DETAIL ^I R�FcoN sHr. 91 7-�PaovloE - DLODKTEE AININ6 � ' WATERLINE / �3/4' ILECOPPER // SERVIT7P0 ��'�•(� ,. 4 /35 33M9.17 OUTH `£ "k S / \ _ \\ _ -OF05® 25' _ Qb 26• PHASE ONE WIDE CAAtow F* GA. 4-1 / POOLIG ROAD --� )RECREATION \ / I ?6' WIDE \` / EXISTNG ' PATH /' CURBED ROAD \� \ � MINIMLM P3.EVATION5 FOR 6ARAGES, TOP OF FOIMDATION. FINISH FLOOR + FOOTING DRAIN TO N LOW FOR GRAVITY SEWER CONECTIONS + FOOTING DRAINS UNIT • MAX GARA!£ ELEV. MIN. TOP OF WALL FINISH FLOOR ELEV. MIN FT. DRAIN ELEV. 1 373.0 374.0 375.1 3653 2 372.0 373.0 374.1 364.5 3/4 371A 3725 373.6 301 5 37Q5 371.5 3126 363.0 6 370M 3715 3726 363A 7/O 369.S 370.75 371A 362.23 9/ID 36'L2'S 370.75 37IA ]62J5 IV12 925 370.70 1 3715 MINIMUM ELEVATIONS FOR GAKAW-S' TOP OF FOUNDATION FOOTING D FINISH PLOOR ♦ KAIN TO AU OW FOR GKAV:TY SEWER CONELTIONS + FOOTING DRAINS LINT 0 MAX GARAGE ELEV. MIN. TOP OF WALL FINISH FLOP[ ELEV. MIN FT. DRAIN ELEV. 22/23 370.75 37225 373.30 363.75 24/25 37525 370.75 377.6 367.0 20/27 377.0 -- - 377.5 37&6 _ 301.76 215/29 371.0 3720 3711 363.5 30/31 369A 371A 3721 3625 32/33 369A 371A 372.1 3625 34/35 309.5 3713 372.6 763A 36 371 372-5 373.3 36335 VI ELEV • 367. Yt AD. 5.30 LOW PO INT dEV • 36 PY K ' IOIO LOW PONT5TA • 27+45. 7 n0.00' Vc Q rvl STA 27M5 0y.. rvl V 366.0 D. 149 K • 67.13 HYD. 06 OOjD0' VC, ITYP. DI SEE L. G.O. t9 RT '3 e^yL •�+ +3 LD 010 SA41 B q Lovell 377A0 !4 'i SMH i9 STA. JO+B271, RIM• 360.70 RT STA 32-7 , fB °•' INV, OUT 370.50 SMH B6 STA. 74W4.5. 5' LTA Y� SMH OD O O ,x HYD. 45 ITYR SEE 5TA. 30+ RIM, 30-1 .15. 6.5' LT 6' INV IN, 305 6' INV OUT• RIN• 6" INV OUT• 7110 157 R INS 36907 6" INV IN. 367. A) Zi STA. -27.96, Fi DETAIL 6" INV D" INV ]0037 J0022 E" INV INS 363.12 .70 - - -_ 6" INV OUT 3 9.b 6T/N IM- 366.25 .A I SHT. -0 6" INV T 360.12 D' INV. OUT 3 .22 77+3306, .5' LT 6" NV IN 367.97 ' �. -- _ DI 6' INV INS D V 56.9 7.67 0 _ 6° INV OUT 3 57 PINISH GRADE �- _ - - _ -., - -• = = ,- �. - - \� PI Is bR } O.I. WATERLAI YP 6° PERF. 5 3 - �.•- -° -' L 35 S• 0.006 1 . 3 OLN01�_ J5 PVC AIN 6 -- - - 15 E 5TA 0. 14 LT _010 _ �_�_ - - - -_-- -_ - - _ - �-- IS' L• 144 5� O. 6 VIER 37].60 `~ D �- S 0.006 LD V O" INV. T• 370.50 d• -6' L' 2 S 0.006 •-�_-- � --.-. -' �� 74DFF--.�-- L• 240• 5, 0. _- •�__ - - - - _ 5TA RIM, !L +50, 12' LT 7IN- D.A- - - 5• 0.005 6" IN NIL 7.57 35 PVc •700 6" IN IS° ]NV. , 367. OUT, J64.4 OUTS ]04.49 L' S� LD il2 GD 15 75 TA 2,25. T 57A. 23+ 00, 12' LT STA 23-75, 17 It VAVI-e TO 6 SOR JS ry L6 017 '.CID 021 RIM' 37). A KIMI 370 RIM- 370.32 5TAL 29-8&05. 12 LT 57A. 29.8&00. 12 RT 6" INV INS .0 6" INV IN 307.30 6° I IN, 307.J6 D. SOR 33 L•195 5 RIND 36 -52 RIM• 367.82 0' INV 01 7.11 6" INV T- 367.26 6° I 01 36726 LD ►15 RA BE 6" INV IN• .57 O" INV IN• 304.D D' INV 36 .ZO 6' NV IN 366.J9 D" V IN 366.4 5TA 77 .57, 12' KT VIA. 27+ 7. 17 LT 6" INV OUT .77 6" INV OUT: ]64 7 T 15° INV. OUT, .1b D' NV. • 360.29 IV V. OUT, 300.04 RIMS ]05.73 RIN• ]dl.73 21 15 INV IN • 302.64 T D° INV IN • 2.66 O" 1 . IN • .63 15" INV. OUT 34 D' I.OJT. b 76 Cp, 414 LD 22 15 INV IN, 36LIO 51A. M.30, P3.6 RT 5TA 25•M.30. 16.2' L Z.I V INS 3°I34 15 INV. • 35LO RIM 366.75 RIN- 356.65 15" INV. OUT• 361.24 6' INV IN- 36309 121 INV IN- 363.92 O' OUT, 3&3.79 6 I V IN.36263 121 D" INV IN.. 362A0 D" I OUT• 3=73 0.. V. OUT• 3W-55 ��'•. O R � q "L s r � .P+ r N •� N 4r AA q n N� N � O 4 no1 n� A. Notes: M ALL WATER SYSTEM WOXK ,HILL a IN PRE5ERVE ROAD A(L6RDANfK WKl1AYF ITH LAIN WATER DISTRICT 'HELFIGATIONS 5TA. 23+00 - 25+33.15 4 OR IU FOR E INSTALLATION TI OF WATER LINES + N7LATIONNLES• NORTH JEFFER50N ROAD n Ali SCweR 5Y5Ta w _ ee N WITH TIE STATE OF W2tNQ1f EPRS 5TA. 25+33.15 - 35+49.12 AAGGORDN4I rD TIE GIN of sOur4 EAAN.■GTON neLlc woRKS SPFLFILATIR6. PROFILE W PLANS NOT TO 6E U D FOR PRIGI HORIZONTAL SGALE• 1" 40• GGxueYAxrc RII TO PLANS ETITLED'PN 2 OVERALL PLA^ AND 'PFASC 2 LOTTING FLAT' SOUTH wfG¢ GOIAKNITES. LLG. DATED D/3V0 PREPARED DY CIVIL EIBN®GING AS• LAro. Nu VERTICAL 5GALE: 1" 4' 360 1 375 1 370 1 b5 1 360 1 355 1 350 1 '_1 v-r _ +•'r^� J4s1fIN��sAi sm 7° �'- THE OONTRACTO2 SHALL NOTIFY •OIOSAFE' AT Jr '.1eO,�`; 1-DDB-DIG-Siff PRIOR TO ANY EXCAVATION. P/AM�„L�•31i` �4^00 35°00 33M9.12 6/2WI5 ADDED SIDEWALK AID GURD. REVISED UTILITIES AND GRADING. LAYOUT KEV1510NS DJH/PFH 3/30/15 INCREASED N."PERSON WATERLINE FROM W TO 12"PFH 2/LLD ADDED LORD, SIDEWALK TO THE WEST OF N. JEFF'ERSON RD. AND REVISED UTILITIES DJH w20/14 RevlsE FeR Dw6wro REvlew PFH wa 5/2b/M REVISE PER ORD PRELIMINARY APPROVAL CATDITIONS m PFH OBOeen o KGG WORA■N G AeM.rRP 11111 N,NL o SOUTH VILLAGE GOMMUNITIE5, LLG �rt1893 ""I ml OTEARY-BURKE CIVIL ASSOCIATES, PLC SPEAR STREET SOUTH DURLINGTON, V" 2012-4°S13 °bVB , " F I'=d0 uLxAFORArEUAR Ate• E~`morp..w.A,mAI PRESERVE ROAD / NORTH JEFFER50N ROAD STA. 23-00 - 35+49.12 Legend FROEl DOLOAKY - - - PROPERTY LEE SETDAGK ---------OO ---- GONTOUR LINE I U56.5. DATIAI 1 ---- ® PROPOSED FINISH GRADE CONTOUR 0 EX 5TING IRON PIPE O EX STING CONCRETE MOMAQR IRON PIPE (TO DE SET) ■ CONCRETE MONI To DE SET) 'C. UTILITY POLE E III 57'N6 ELEGTRIG/TVRELEPHOE LINE SEWER LINE STORALINE WATERL IM EX ISiING/PROPOSED HYDRANT wm+w-•m..ma+ SILT FENCE Notes: I) ALL WATER SYSTEM WORK WALL IM N AGGOIROANGE WITH UMMRAIN WATER DISTRICT SPCGIFIGATIONS + PETALS POR THE INSTALLATION OF WATER LNCS + ARIARTENANG1W 23 ALL SEWOR SYSTEM WORK 6- DE IN AGCOROANLG WITH THE STATE OF YERNONT Ol AND THE CITY OF S01/TH DURLINGTON -I WORKS S2GIFIGATIOND, M ILANN NOT TO SE IDCO -1 PROPERTY GONVCYANGC, RCPR TO PLANS ENTITLCD "'.- 2 OVCRALL PLAT" AND 'PHASE 2 LOTTING HAT' SOUTH VILLAGE GONN ITICS. U.G. DATED 0/3V0 P A-M DT GIVIL ENGINEERING ASSOGIATES, MG GRAPHIC SCALE m n IN Fm ) I i ch - 40 fL PUMP 5TATION INSET HORIZONTAL 511 1" • 20' NOTE 5EE SHEET 9 FOR PUMP STATION ELEVATION INFORMATION MINIMUM ELEVATIONS FOR GARAGES. TOP OF FOUNDATION FINISH FLOOR 4 FoOTING DRAIN TO ALLOW FOR GRAVITY SEWER COMECTIONS N FOOTING DRAINS UNIT P GAUGE ELEV, MIM TOP OF WALL FINISH FLOOR El Mitt FT. DRAIN ELEV. 13/14 369A 36L• 370A 369.75 15 36125 36175 370.6 36010 16 36'1.5 370.0 3711 360.25 t7 370.0 370b 371b 360.75 16 370.25 370.75 371.E 3610 19 370.25 371T 3721 351.5 20/21 37175 .25 3741 b4.75 Owner & Applicant SOUTH VILLAGE LONMMI?IES, LLG R:/O RODIN A:FFER51 P.O. 60X SOUTH DURLIRLIN6TON. VT 05407 5EE 5HEET 4 FZ 1 MAINTAIN MIN. 10' SEPARATION i' BETWEEN WATER +SEWER �\ r SERVICES C.YPI .. .. �� IY■Y Y■IkM YY■■ HT. 9111 I 4 5TA. Hi M PROVIDE RECAN I PLOLK RETAINING �/. WALL AY WIDE GRAVEL ACCESS DRIVE TO CLP69 TWO ril STATOR PROVIDE CURD E P/CTLAND - PROVIDE 2' 1 Tor IL �7 DRIVE ,r DELINEATE,,� � 37! 37C sMH ♦7 STA. I0+00. 6.5' It RIM. 367A3 W 6" INV IM 356.9 6' INV OUT- 356.6 36: CD i22 5TA. IOH996. 13' LT RIM- 366.63 (21 6' INV IN- 363,92 15" INV IN, 362.4I 15" INV. OUT: 3621 36C e� 35• O 35C IC r � Ji y s 16 ~ ~ _ WATECOPG/ PTYPE `7 R - ER ._4" PVC SEWER SERVICE IT SERVILE ITTPI �--- - \ / 4 SDR 35 NG \ - FOOTING DRAIN TO \\DAYLIGHT KNITS U-I'A•\ \� \QUIET PATH IEXAC� _ 44K.AT ION Tl DE A OfiTERM INED OUR INC, PLAN CON5TRUC•TldJ HORIZONTAL 50ALE' f • 40• T,\\ \_ - SMH 015 HYD. 49 S�IHI ill �`• 15EE DETAIL. 1 `PROVIDE REC.ON ES TAIL DZ.O RETAINING- - I \ WALL I -• 1 PROVIDE Iti DLOCK RETAINING- WALL \ \ I +f -��L.O. INV. b192 'k' CAPrER TLA �T" GARAGE' ] T.O.W' 377.0. WATER SERV ICE .to \ r 3711 PROVIDE \ RETAINING WALL ^\ TYPICAL CUSTOM SINGLE FAMILY HOME LOT ACTUAL S1ZE + LOCATION \\ I I \\ I (WITHIN ENVELOPE) WILL DE DEMMI UPON Y PROSPECTIVE PURCHASER PURGH I \ \ 6' SM.01 b rvC A\y \ 5, OADO O. Ni'364J0 PROVIDE \� I NEUINING /) � GLASS TWOS \�2• WETLAND I 11 \�-6 \ - GARAGE• I TA.W.' b6 6" FFE.• ]70b G.O. E1" 5W R12 tl. HOPE 6" OUT, b7J2 ST MH RI STA, IS+SD.04, f� RIMS b'L9� L' 22 5. OA05 11 SMH 411 PROVIDE • _IO OVER) DI 6' IM 360.4D C.O.0D HYD. 17 fA 11 ST D+7]. q, OS RT STA 1H94.D. QS' LT O' INV UT' 360J5 yTGOVERa� IT-TP. 5EE DETAIL STA. RIM' D+41bD. 12 RT RIM• 760.41 INV IN' JSOb RIM' W IS.INV IN b9.00 365.11 O" INV. OUT, 36 L4 .22 SHT. 91 .90 O• INV OUT' 356A6 15" IM/ OUT 365.17 6° IN 15' OUT' b19J IM 363.09 PIN) 0' Am HYD. 46 -• [fiDr_ - / 5' . OUT- 36199 ITYP SEE �1lT - - - >, D[TA IL IS" HDPE a ,O -- MOPE. TYI. 6' 33 PVC PERF. SOR UdDORDRAIN _ -- L� 143 5• __� L• iM' S• 0.005 O' CL 32 D.I. WATERMAIN _- 72 O.I. WATERMAIN ' 17 CL AA1N •� GD 477 P 415- tl- MIN. • y PV LQ62 i0 VALVE IT S' 5TA. tl+47.3J .. 9' RT F STA 15+4 .33, Il LT 5TA 13+1.36 17. R1N b1J6 ' LT FM ' 3S P L•773' LD 425 RIM- 6' INV IN- 3l 366.566' R' RIM 36941 INV IN 366A9 DI 6" INV IN' 306.49 31 CD 431 ST 13+24.67. 12' L. 6° INV OVT- 366.46 6" IN_V. O • 366.3-1 NV. 5 A 1M03b1 15 GD R24 5TA 17 RI T 366.40 tl" INV. IN 366.04 � 121 q IN INS b6,20 IN, 366.49 tl• INV. OVT• 39 RIM- 367.69 W qt 6° INV IN- 31 tl° INV. OUT 365.94 s D" INV. 41 366.q INV IM .74 6' INV IM 364.7 g 6° INV OVT- b4A4 6' INV OUT- 364 own.. tl" INV IM 364.63 z� LL PD. IN- 364.30 12' 13 tl" A2 NiIOUT, b4.79 al 7 D' 'NV. OUT. 364.M 15" INV. OUT, 92 RIJf C rg al n ^ P D'n F 375 D. G9 'r. 5EE TAIL. T. .0 ESL•; 5MH M15 5TA. rMS, CL RIM- 370.79 6' INV OUT, 36202 365 360 355 350 4 '1 + 19+00 L3.00 14+00 tl•00 )GOD MOD 17+3010 NORTH JEFFER50N ROAD STA. 10+00 - 17+30.20 PROFILE HORIZONTAL 5GALE 1" • 40' pinll/� VERTICAL 5GALE V • 4' �``` S• 0. L�4 �f i THE CONTRACTOR SHALL NOTIFY •OICSAFE' Ai 1-EEE-DIG-SAFE PRIOR TO ANY EXCAVATION. \._' G sm y'•/p ,ANr� \�� RR SW i 5TA RI.00, f R IY7f to 6" INV IOU, 36377L, W INV OUT. 366.7 Ciq 5TA. 10.20.00. 10 L RIM. 376.4 171 6" INV .4' D' INV IN - 366.6D,0' IS' INV. OUT, 307.9' CD 4N- 5TA. 10+13.66, 17.1' IT it IN, 376.09 6" INV % 373.216 6' INV OUT 37.116 D" INV IN 367.76 E. INV. OUT: 367.66 PI / 4' PVC SEWER \ SERVICE ITYF.I \ HOME. ACTUAL SITE +LOCATION \ \ \ \ (WITHIN ENVELOPE( WILL DE DEPENDENT UPON PR05rEr,71VE \\ PURCHASER `\ \ -�\ 3/4" TYPE "K' GOPPER WATER - 'SERVICE (TYr3 / \- X F4 HYD. 44 - ISEE DETAIL. SHTT. 91 PROVIDE 4• GATE VALVE AND 4' GL 57 D.I. WATEKMAIN STUD WITH END CAP FOR MULTI-LNIT OUILDIN&S iTYPJ RECON DLOCK ;C RETAINING WALL ///--- PROVIDE 17f 6' VIC 35 PVC SEWER SERVICE TO EACH MULTI -UNIT DUILDINb ^) j{ - REGAIN D, WA T' ` RETAINING WALL GRAPHIC SCALE ( IN FEET ) 1 inch = 40 TL 345 P s ]i q r J p!0 i6 SHTT. 91 HT. A A 5TA I RIM- 310 6" INV OUT-- 63.53 ` ]90 PVI ST 11g0 TYT. O• PER/. 5OR R / � •,� PVI EILV . 379.Z4 b PVC. LTDER AIN 16 \ 10 •�I 'EL OAO SMH 417 �/ >- \ K .7 5T IZ.50, IM, 364.64 „ \ C6 Z9 IDD. VC INV 1N, y.\\ - i / / \ 5TA RIM: I6g775. IZ' LT 376.63 JDS < Be INV J76.T / _ O' IN. 3766D R J65 R n /• / 414 6 6• OUT. n5.5D '. IN, 4 k - SIMH 4 6 J / ¢ �$ O' I 374.10 IN, 374.10 ry Q p n 57A. 1N354NX q, > RIM- 360'?6 W > W /� -00, - / 0� RI 7.76 W. OUT-- 373.90 J 6 INV IN, 374.67 // D"MIN T�15" - \ NI STA 16.95]J INV OUT• 374.57 j / y150 \ \ \\ PVI �7LD6 / / / FVC GA. i LD. i AELEV 5 760 5TA. U+35. LL' L 5TA J7. N' LT K 76 760 INV. OUT: 367. 6" INV' OVf: 3D7.ID \ \ / L.O. 4 G.O. i \ Y L4N I TA 14-35. 14' R C.O� 5TA. CO VER- 37. Sa' KT 390,63 C. INV. -- Je ER OUT:, 367.16 . 37 nn 0 CD 434 \ \ C n 375 APE �y, 6 RI 364.66 LD iZB \\ d S' OOJS N AA 6• 6' IW. IM 36166 W. OUT: 361110 STA. 15.625 \\ L WAT C 175 D" INV OUT• 376.60 �D'0� PVC 0' 6" 6" INV. IN-- 377A6 V. OUT• 377,56 O• \ \\ S� 6 5` 0'�0 LD M3Z CD i33 4" PD. IN • 373JN5 \ Z.JS. IZ' R7 5T 12+66.A. 17 RT INV IN, 373.70 �' - J7 MINII, RI 364.60 D• O 370 6' INV. iY 377.36 6' W. , GIGO INV. OUT. 36L60 \ \ 0' INV. T, 377.26 15" INV IN, 37686 SMa 113 6" INV D" INV. NA 37167 37L77 D" INV OUT. 776.56 5TA 0,50, RIM• 375.5 v`a 4' INV. IN• 304.73 D 6' W. IN: 364,731 L' S. 0005 I 6" INV IN, 364.73 b5 6" OUT, 364b3 >OS 5TA. CD /27A W75. D' RT RIM, 373.10 O/ N'47 IN- 370.15 6' INV OUT• 370.00 15' IN-- 366N 6' INV OUT, 366.73 360 360 1 ry n� Q� • •'a O Owner & Applicant SOUTH VILLAGE GOI-NITIE5. LLG IL/O RODIN JEFFER5) P.O. DOX ZZS6 SOUTH 5LRLIWTON VT 05401 GHURGHILL STREET 5TA. 10+00 - 17+82.75 PROFILE HORIZONTAL SCALE, P' 40' VERTICAL 5GALE: 1" 4 5MH 412 5TA 17,62.75. fG LIM, 369.99 71 5' INV IN-- 360.45 $" INV OUT-- 360.35 -CD 430 5TA. 17,64.7•L 167' LT RIM- 360M I2 1 6' INV IN, 366.49 F.O. IN, 366.49 D' INV. OUT, 366.39 GD 427 SIX T/,64.79. RSA' PIT RIM, 369.41 6' INV IN- 366,4'1 6' INV. OUT- 366.39 171 15' '.NV. W 366.26 D" INV. OUT 365.16 Io.w n+GIA n.aa75 -4WI. 64" " THE CONTRACTOR SHALL NOTIFY 'DIGSAFE• AT 'F `•' 1-666-OIG-SAFE PRIOR TO ANY EXCAVATION. Legend FKOJEGT DOIADARY - PROPERTY LINE - - -. SETDAGK -. ----TN--------- GONTOIR LINE 1 US.6.S. OATUM I PROPOSED FINISH &RACE CONTOUR C EX I5TIN6 IRON PIPE DUST(% LONTJ[ETE MONUMENT IRON I'm ITO DE SETI ■ LONLRETC MOMA IT RO DE SETI UTILITY POLE - EXI5TIN& ELEGTKIL/TV/TELEPHOIE LINE SEWER LINE H' 5TOKMLIPE • WATERLINE EXI5TIN&/PROrOSPA HYDRANT .. SILT FENCE Notes._ O ALL WATRR SY M WORK SHALL 6E IN ALLORONKE WITH GIWVLAIM VIA IJDTRIGT Of�I WATERTIQD . DETAILS FORM INS, - Of WATER LINES . APMRTpMNCCS' N ALL x 5YST01 WORK SHALL x IN ACCORDANCE WITH M STATE OF VERMONT EMS N TM CITY OF SOUTH 6tRLIN6TON PLOLK WORKS NEGIFIGATIONS. 3A M" NOT TO DE U5ED FOR PRORRTY GQrvnANcc REFRII TO PLANT OTT ITLED 'THAW OVERALL RAY AND 'PHW ] LOTTING M_AV SOUTH VILLAGE GOM/U111TIES. LLG. DATED 0/31/0 MCPAR110 DY CIVIL --Nib ASSOCIATES, INC. LIVE B,® a..-^ .. ifH ,77i5 0/ZS/6 ADDED 51DEWALK AND CURD. REVISED UTILITIE5 AND &RADING, LA1OJ1 KEV15ON5 OJH/PFH 2/I3/5 ADDED CURD TO CHURCHILL RO, AMC) REVISED UTILITIE5 DJH IUZD/14 REVIX PER DWGWFD REVIEW PPH E 5126/14 KEV15E PER ORO PRELIMINARY APPROVAL CONDITIONS Rr rFH WO1Oq o REYIQ'106&NW o PAQAw1MY ■ Axeu. C sAEmIA.'cw6rr SOUTH VILLAGE GOMMUN T ES, LLG 0A 111AVY3 oecA '°•4o,:.D PFH OTEARY-BURKE CIVIL ASSOCIATES, PLC SPEAR STREET SOUTH DURLIN65TON, VT zD1z-4e-s,6 N CNWOHArz uw,'� RaE, Mu. n.+A.Awr PLAN + PROFILE 7 1=40 GHURGHILL ROAD 5TA. I0+00 - A+8275 I, ce aaz / R1M, 374 ( 4" V.. IN, 3 7 8' V, IN, IzIiJv. OUT,/ 04. t- W HYD II ISEE DETAIL.Y � HT. 9I 51-T. GB RIMS 17' INV. NiI I2" INV, YQL4r Notes: 365 I 360 1 375 370 365 ACCOROANCB WITH LHAAPLAIN WATER DISTRICT "SFELIFILATICX5 + DETAILS FOR TFE INSTALLATION 360 OF WATER LINES + ATIRTENANLES' W ALL SEVER STSIFM WORK 5HALL BE IN Y ACCORDANCE WITH THE 5TATE OF VEWONT EPR'S AND THE CITY Or SOUTH DURLIN6Tc PUDLIL WORK5 SPEGIFILATIONS. 3.1 PLNNS NOT TO BE UM]0 FOR PROPERTY 0 NVEY-B. REFER TO PLANS ENTITLED YHASE 2 OVERALL PLATND "PHASE 2 LOTTING PLAT 5CVTH VILLAGE Ni LLG. DATE) 0/3YD PREPARED SHEET 4 \ LB 4A1 / PLAN v HORIZONTAL 5GALEz I" • 30' PROVIDE 8'X5' TEE \ \ k it 5EE- 5HEF ( 5 385 G.O. 5TA, 10+40, I ' RT/LT PVI 5TA • 12+50 n GOVER, 379., PVI ELEV 373.34 ry0 6" INV, OUT, 375.9 A.D. 1.75 m K 57.14 "T 5MH #20 00.0 VG w+ RIM- 3 5.03 w PIP, 6" INV OUT, 369.67 GRADE N ry ENISrING ,.� �27 J LLl n m m J J . > 5MH #19 w w TA. 14+65,31, GL 371.60 ' INV INS 365.22 -� 8" INV OUT: 365.12 FINISH GRADE T G GRAB - = -- o / W,(rERMA/N a YE: SOR 3s pVG 00/ 'iQ Q h N i1 O � Nr -rQ� - V O jNU r O rV „1 h n rj I, N P1 � (\ „n DY CIVIL EM,i,MEtI A5504IA7E5. INL. 10+00 Owner & Applicant SOUTH VILLAGE COMMUNITIES, LLC (CdO RODIN " 15R51 P.O. DOX 2286 SOUTH BURL NGTON VT 09407 11+00 12+00 13+00 PRIVATE DRIVE 5TA. 10+00 - 14+66.13 PROFILE HORIZONTAL 5GALE; I" • 30' VERTICAL 5GALE: I" • 3' Legend --�� PROJECT DOUNOARY PROPERTY LINE _.------_ SETDACK --------- DO--------- CONTOUR LINE I U.5.6.S. DATUM I PROPOSED FINISH GRADE CONTOUR O IRON rim 2 Z5TIN6 EXISTING CNCRE OTE MONUMENT IRON PIPE (70 BE SETI ■ CONCRETE MONLWENT (TO BE SETT UTILITY POLE -----E EXISTING E.EGTRIG/1Y/TiMEPHOPE LINE �® SEWER LINE ' 5TORMLINE W WA19KLIM 39 E)(15TIN6/PROPOSEO HYORANT . SILT FENCE MINIMUM ELEVATIONS FOR GARAGES, TOP OF FOUNDATION, FINISH FLOOR + FOOTING DRAIN TO ALLOW FOR GRAVITY SEWER GONNLGTONS M FOOTING DRAINS UNIT 4 MAX GARAC£ ELEV. MIN. TOP OF WALL FIN15H FLOOR ELEV, MIN. FT. GRAIN ELEV. 92 378.0 379.5 360.5 309.E i13 376.25 377.0 378M 367.6 94 375.25 376.6 3775 366.6 95 374.25 375.E 376.5 365,E 96 374.0 375.6 376.5 365.6 GRAPHIC SCALE ( IN FEET ) I inch - 30 ft. DECIDUOUS SHADE TREES, 2.5' - 3- CAUPER AT J0' O.C. TREES TO BE SATISFACTORY TO CITY ARBORIST IN 360 THE " DEW1 auENT eaa�unans REFER TO POUT SHEETS L1-L3 FOR ADDITIONAL LANDSCAPING AND STREET »/-•� TREE INFORMATION 375 1-1/2' THICK TYPE III COURSE BR. CONE 12' TYPICAL OM BOTH SIDES THE PAVEMENT GRAVEL BASE HYD. # II OTT OR FILL SHALL NOT BE 10' 10' 5EE STEEPER THAN 3 ON 1 "TENDED ON TO -0 TO MEET STREET TREE PAVEMENT VINE (30, O.C.) PAVEMENT LANEITYP. DETAIL. ORIGINAL GROUND WTH 4' OF 2-1/2• TFIICK TYPE 11 5H7. 91 COMPACTED TOPSOIL AND DENSE CU55 COVER (URBAN MIX) 2.5' 2.Y 2' 3' 2' BASE COURSE BIT. CONC. PA ENT 2, f_ 0.0278 FT/Fi. , O027B FT F-T. 1 370 ` MIRAE 500% FABRIC (aR i 3" THICK CRUSHED OLAVEI AS PFR APPROVED EOUIVALENI) STATE SPEC y TM.. FINE 3' OF TOPSOIL - UNDER DRAW, BASE WITH FlLTRAT STONE SHALL MEETj SEED 6 MULCH A 12 MINIMUM OVERIPP AT ALL 5EAN9 8' IHICN CRUSHED GRAVEL AS PER THE FOLLOMNG CRITERIA STATE SPEC / 704.D4 OW PASSING THE /4 SIEVE 0 _ DI�ANI OIPAN STONEI I/2 NEW WATTS LINE 8.0' MIN. BURY PRIG TO INSTAWNG THE INFILTRATION TRENCHES ANO DRAWL. THE CONTRACTOR SHALL CONTACT THE ENGINEER INSTALL UNDER DRAIN TRENCH WHERE SHOWN. 5ACKPILL TRENCH WITH 3/4• TO 1 1/25 STONE 365 FOR INSPECTION OF THE SUBBASE SOILS. THE CONTRACTOR AND WRAP IN MIRAFI 14M OR EQUAL THE SHALL FURNISH A LOADED OUMPTRUC( FOR TRAVELING ON THE SUBBASE WHEN THE ENGINEER PERFORMS THE INSPECTION. THE CONTRACTOR SHALL CVER-EXCAVA"E IN UNSUITABLE SOILS FABRIC OVERUP AT THE TOP OF TRENCH SHALL BE A MIN OF 2'. THE 8" PERF. SDR 35 PVC INV. SHALL BE PER THE INFORMATION ON AND ADD ADDITIONAL GRAVEL BASE AS REQUESTED BY THE ENGINEER. . PLAN SHEETS 3 - S. THERE SHALL BE 1.0' BE-0 THE INVEST TO THE 801 OF THE TRENCH, 1) THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2) IF TOP COURSE OF PAVEMENT IS NOT II-ALUED WITHIN BO DAYS CITY PUBLIC WORKS REQUIREMENTS, THE VERMONT OF HIGHWAYS STANDARD SPECIFICATIONS AND TIE DEPARTMENT OF BASE COURSE, CONTRACTOR SHALL APPLY EMULSION TO FULL'. ENGINEERING WIDTH OF BASE COURSE BEFORE INSTAWNG TOP COURSE. PLANS AND SPECIFICATIONS. 360 PRIVATE DRIVE GR055-5ECTION Cpfi. y 14-CO ` sm THE CONTRACTOR SHALL NOTIFY "OIGSAFE' AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION, r•""r 'QBistf� ,�� / t . Alit 1\\ Notes: 0 ALL -a sTSTQA WORK SHW.L EE IN AGLOROANCE WITH CHAWLAIN WATER DISTRICT '51PPLIFIGAT IONS ♦ DETAILS FOR THE INSTALLATION OF WATER LIM + APPURTENANCES' L ALL SEWER 5TSTEM WORK SHALL DE IN ACCORDANCE WITH THE 5TATE OF VERMONf EPRS AND THE CITY OF SOUTH DURLINGTON FLRIL IC WORKS SPECIPIGATIONS. 3J RAMS NOT TO DE USED FOR PROPERTY GONVEYAN/ REFEK TO FLAN5 ENTITLED -rq ] OVERALL FLAT" AND, THA5E 5 LOTTING MT' SOUTH VILLAGE GOMNLNITIES, U.G. OAT® I0/3VO PREPARED DY GIVIL EN6INEQRING ASSOCIATES, INC. TYPIGAL/5TREE ) t LIGHT #2 1�" Red EAT�7N r7 T 1 / ' ( l 1 1 DFrr" + 1I p / . 7t 3 i I 0.04 ,' ' ; 1 v /? ® TYPICAL STREET LIGHT 16 TOTAL) T LUMEG 'CANDELA' LED AREA LIGHT .i7 TYPE III DISTRIBUTION 65 WATT LED + + 14' MOUNTING HEIGHT 0.07 Typical Street Light Coverage 5CA.LE 1'=20 -TYPICAL STREET . •�'.' �\ 1! . ?LIGHT #6 f �• •/- - / ie 19 IB i/ 1 17 � d 16 `�\-•• - 0• •GG• \ ?WO - 14 •V/6Np5. h Kl . TYPIGAL STREET 'LIGHT #4 '- �' (SEE TYP. STREET LIGHT COVERAGE INSET) - -'•' 1.ij I 1 _7 9 •---,i? �7n1 ) DETENTION •Af�cA• �� 4YJ � / 'POI •# t- IX�� 5NT • s1) UIE%RAT� • / DIES ♦ ANDS . GRAPHIC SCALE IN FEET ) h CC Legend PRO•KCT DOUNDARY PROPERTY LINE --- ------ SETDACK _-------ITO-------_ CONTOUR LINE I U.5.6.5. DATUM I PROPOSED FINISH GRADE CONTOUR Q EXISTING IRON PIPE O EXISTING CONCRETE MONIAENT IRON PIPE TO DE SET" ■ CONCRETE MONAENT TO OE SETT �B. UTILITY POLE --------- E EXISTING ELELTRIGITV/TELEPHONE LINT: @� SEWER LINE V STORM INE W WATERLINE M ERISTI%/PROPOSED HORANT $ILT PENCE Owner & Applicant 5OLJTH VILLAGE COM ITIES, LLL II PSOUTH �DLIH*70N51,till VT 05407 111N l 14 F SEE MANUFACTURERS FFORAKEG IgIIETS DOLT PATTERNS 0 1 rr FINISH GRADE 1 ' "II 4 HORIZ. DAPS W 3 VERT, STIRRUPS 46 2" 5CH 40 PVC, GONW IT 74 999• 6' LONG COPPER j GROUND ROD WITH -`^� 46 COPPCIC WIRE FOR CONNECTION TO POLE TYPICAL L-I&HT POLE FOUNDATION NITS d, STREET LIGHT 16 TOTALI 'CANDELA LED AREA LIGHT III D15TRIDUTION TT LED JNTING HEIGHT 00T1NG SH GRADE 2" CONDUIT I SERVICE r r yy �. ! au�� I, �," F^ �� . ?. UY ai7 so. THE CANTRAC 0R SHALL NOTIFY 'DIG—" AT f/ 1-ARE-DIG-SAFE PRIOR TO ANY EXCAVATION. 4<<j 14 A1' 25 S' THICK 3700 \„ P.S.I. CONCRETE I(/f/ COAL)( 12• 4°TOPSOIL 5' VADFE illudidi ROAD EETS LT - US)) 1Y CRUSHED SH GRAVEL BASE Y' ((VT. SPEC. 104.05-FINE) ALL EXPOSED SURFACES TO RECEIVE 2 COATS N aOF AN A01-SPAMING COMPOUND. TYPICAL 51 DE WALK 5EGT I ON 3" M STOP 6, FLANGED CHANNEL To No STEEL POST VT. SHT. E-121 STOP SIGN N.T.S. VT. SHIM E-143 • SIGN SHALL CONFORM TO EB-1-1 REQUIREMENTS TO BE PROVIDED AT ALL INTERSECTIONS NTS NOTE: REFER TO LNRDMORNS 'OLNET PATH SECTIONS` PLAN. SHEET I FOR QUIET PATH _ DETAILS •-J- OF TOP _ BUD SOIL - R 12. MINIMUM OVERLAP SEED ! MULCH AT ALL SEAMS NEW WWAATER I So ' MIN. WRY LLTH PRIOR TO INSTANG E NFLTRATON TRENCHES AND TRAVEL. THE CONTRACTOR SHALL CONTACT ME ENGINEER FOR INSPECTOR OF THE SUBBASE SOILS. THE CONTRACTOR SHALL FURNISH A LOADED DUMPTRUCK FOE TRAVELING ON 1-1/Y THICK TYPE IS CWRY or. CONC., PAVEMENT \ / /DEOWDVS SHADE TIER.E - ]' DECIWWS SHACE TREES, 23' - J' �/CAMPER AT 3C O.0 TREES TO BB T SATSACTORY TO CITY ARRONIST �NSATISFACTORYAGO CALIPER AT OTO CITY MEORISTEIN LAW DEVELOPMPLANdTSREGUU A9.0138 TJIONSF THE MCORDANCE WT`HELO 5 ((3O P RADDI�TIONAL LAWSC NGSHEETS L FOR AID STREET NT 1HC LAND DEVELOPMENT LED2I TOW,REFER TO PLAN SHEETS Ll-L3 FOR AODIMENAL_MD=APNG AID STREET VARIES (SEE 1-1/2' TRIG( TYPE III VAR" (SEETREE TREE NFORMA-ION NEORMATONCOURSEIT CO CONC. SHFE3 LI -(� @15PAVE4OT 5 13, GRAVEL BASE Y 5' GRAVEL BASE LAMES (SEE VARIES (SEE PAVEMENT LANE N SHEETS 4-6) PAVEMENT LANE 2-1/2• THIS( TYPE n PAVEMENT LANE -. SHEETS 6-BJ L�'�• TYPICAL OL/ BOnV SEES THE CUT OR FILL SHALL NOT BE STEEPER THAN J ON 1 3'5' TYP EXTENDED ON TO LOT TO MEET W41NAL GROUND NTH 3• TES CRUSHED OtAVET. A3 PER COMPACTED TOPSOIL AND DENSE GRASS COVER (URBAN MIX) STATE SPEC / TW.OS FINE E HLTRATON S-ONE SHALL MEET B' THICK ORUSHED GRAVEL AS PER THE FOLLOWING CRITDRIA TAM SPEC / )00.04 OS PASSNC THE SEVE IIILL BE 3 4 TO 1-1/Y THE SUBBASE WHEN THE ENGINEER PERFORMS THE INSPECTON. BHAL- BE A MIN. OFT. THE S' PERE. MR 35 THE CONTRACTOR SHALL OVER -EXCAVATE IN UNSUITABLE SOILS PVC Ni'SHALL BE PER THE INFORMATION ON AND ADD ADOITIONAL GRAVEL BASE AS REQUESTED BY THE PLAN SHEETS 3 - 0. 'HERE SHALL BE 1.0' ENGINEER. BELOW THE INVERT TO THE BOTTOM OF THE MACH. 1) ME BOOR SHALL BE PERFORMED IN ACC MM SAM THE 2) IF Ti COURSE OF PAVEMENT 15 NOT INSTALLED WHIN SO DAYS CITY PUBLIC WORKS REOUREMENTS, 1HE VERMONT DEPARTMENT OF BASE COURSE, CONTRACTOR SHALL APPLY EMULSION TO FULL OF HIGHWAYS STANDARD SPECIFCATIONS AND THE EW14EERI14G WDTH OF BASE COURSE BEFORE INSTALLING WIP COURSE PLANS AND SPECIFICATIONS 3) DRIVEWAYS WELL MATCH SWALE SLOPES/DIMENSIONS PURL IC, ROAD GR055-5EGTION 150' R.O.W.) 2' THICK PEW +D� GI-61RGMILL - STA. 1"1-17+a2 COURSE BIT. CONC. EXISTING GROUND NTS PAVEMENT AM 12' THICK CRUSHED GRAVEL PER VT STATE SPEC PW.MS 72� NAAFI 5DOX Fl_TER FABRIC RECREATION PATH GRAD) iSON ]=UnUMM 17 ALL JOINTS SHALL xATmNL �s OGIII I�IlY1Ti" BE THOROUGHLY SMOOTH OUT EXISTING BITUMINOUS Nuo mwm n NTc Tmm Y CLEANED AND PAVEMENT PRIOR 1D PAVING COATED NTH EXISTING Nff EMULSIFIED BITlINOUS PAVING 1•_yP 2.5' TYPE R BASE MP M Pm x ASPHALT PRIOR 1 16- ON ONE OR TO PANNE MIN. +•S' TYPE III TOP OR MATCH EXISTING TOLERANCES BOTH SIDES /m RmR ICHEVER 15 GREA'ER pm o-n EIA BI I.-CONC.__ MIm OF EXISTINGG ICED, ' TRAVEL '•+ ORISING_ �• ir MINIMUM MINMUM DENSE TRADED - Mm CRUSHED OR VEL ASE, -I •. CRUSHED STONE PER VT. 51ATE _ - . p SPEC. 704.05) T u . ' D , ), u � Ton NWS Ww•Aa NNunw 1 RAY M i MHw • twW �� EXCAVATION 1) SET UP AND MAINTAIN SIGNS AND OTHER SAFETY CONIR DEVICES. 5) APPLY LIWID ASPHALT TMX W VERTICAL FACES IN A UNIFORM MANNER, H N R PR Y DO NOT PUDDLE TACO AT ON BOTTOM OF HOLE. RESHAPE HOLE PATCH AREA p CONCRETE SAW Y R R NNW SQUARE OR RECTANGULAR SHAPE T S A E AND OUT SIDE FOES 0) FILL TOP OF HOLE WM TYPE II BIIUMI CONCRETE AND Y 6Y aFY LAO TCOMPACT O SOU D AL LIFT SHOULD WOULD RESHAPE DOWNWARD TO STUD MATERIAL AND AROUND HOME W SOUND IN LETS W MORE THAN 2' 1HN:K FINAL UNCON A- AFTER PAVEMENT. BE 1/2' W 1' ABOVE ADJONIHG PAVE4d- SD TIN' AF1ER COMPACTION /N >•+N THE PATCH IS LEN1LL W:H THE ORDINAL PAVEMENT. EACH LIFT SHOUD J) TRENCH N B• LliTMU AND COMPACT EACH LET ET O BE'HORO GHLY CONPAC ED WITH A VIBRATORY PUTS COMPACTOR OR A MAXIMUM RMI ARUM DO STAIN AR OPTIMUM W15TURE CONTENT AS DETERMINED BY PORTABLE ROLMR EXPERIENCE HAS SHOWN MAT 15 TO SO PASSES NTH AS1M DON STANDARD PROCTOR A VBRATORY ROLLER AND MIK TEMPERATURE ABOVE SOO F (IM C) ARE NECESSARY 10 ENSURE GOOD COMPACTION. HAND TAMP SHOULD ONLY BE 4) REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SWEEP THE HOE AREA USED FOR SMALL AREAS (LESS THAN 1 SF.) . CLEAN OF I AND STANDING WRITER. ON KN1 OR EMGIVAEO MATTER AL ON PAVEMENT. REMOVE IGAS REPLACEMENT OF EXI5TINC7 BITUMINOUS PAVEMENT GENERAL G0N5TRUCTI0N 5PEGIFIGATION5 I ITV N 1. THE CONTRACTOR SIAL1 CONTACT ALL UTILITIES WFIERE EXCAVATION TO VERIFY THE LOCATION OF My UWERGNOUNG I TIE CONTRACTOR SHALL I'0101I AT 1-B04!-dG-SAE PRIOR W AN, EXCAVATION. 2 UTILITIES INFORMATION SHOWN HEREON WERE OBTAINED MOM BEST AVAILABLE SOURCES AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. CONTRACTOR SHALL VERIFY THE I LOCATION O EX157NG UTUTES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE W ANY UTILITY, PUBLC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL CONNECT OR RECONNECT ALL U11LInES TO THE NEAREST SOURCE T{RWGH COORDINATION WITH UTILITY OWNER. S ALL WORK AND MATERAS SHAM E APPROVED BY AND IN ACCORDANCE WM TIE LATEST VERMONT AGENCY O TRAMSE TATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, ME MANUAL ON UNIFORM TRAFFIC COHI DEVICES AND THESE PUNS 50' X 4• WHITE CENTER LINE 4. PRIOR W BEGINNING CONSTRUCTION. ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL LRISTING 24' WHITE STOP BAR VEGETATION, PAVEMENT AND STRUCTURES NECESSARY W CONSTRUCT THIS PROJECT UNLESS ONERNSE NUTD ON THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL Exi MATERIAL, STOP SIGN (20-30' OFF DFBBIS AND TRASH FROM ME SITE ui COPLETION OF CONSTRUCTION, SPEAR STREET $ 6' S. THE CONTRACTOR SHALL BE RESPONSWILE AT NR/HER OWN EXPENSE FOR ONSUWNG THAT TIE DUST OFF EDGE OF NEW ROADS) CREATED D A RESULT O CONSSSARY B ORS NOT OR, M A NUISANCE OR p SAFETY HAZM0. WHERE AND WHET NECESSARY BY THE ENGINEER, ME CONTACTOR SHALL 0E SECTIONS flEW IRE3X W WET SECTIONS O THE CONSTRUCTION AREA WET{ WATT OR APPLY CALCIUM CHLORIDE ION A EDGE OF �- T. ANY SURFACES, LIVES, OR STRICTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S EXISTING R=25' OPERA'IONS SHALL BE RESTORED W THE CONDITION AT LEAST EQUAL W THAT IN WHICH THEY WERE FOUND IMMEDUTIT PRIOR TO THE BEGINNING OF OPERATIONS PAVED B THE DESIGN ON THESE PLANS SHALL BE INSPECTED GFMr-WRNS CIVIL ROAD PLC, ESSEX S.JUNCTION,EY-GURKVERMONT, W ENSURE LAND AMR WITH THE PUNS AND IA D REQUIRE 4di3 REWIRdEN1S O'LEAAY-WRNE VG11V'E5 ANY AND ALL RESPOISIBIUtt AND STREET SIGN (15' - 20' OFF SPEAR STREET & 2' - 5' MIN. FF ONEW ROAD PRIOR TO PAVING NEW DRIVE, CUT EDGE OF EXISTING ROAD BACK 12' AND APPLY EMULSIFIED ASPHALT TO NEW EDGE B. FOR ANY WORK WITHIN THE HIGHWAY RIGHT-O-WAY A MINIMUM O 011E-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES, CONTNUOUS TWO-WAY TRAFFIC WILL BE REQUIRED AT NIGHT. DURING PEAK -HOUR; AM WHENEVER POSSBIE WRING ACTUAL CONSTRUCTION ACTIMTES UNFORMED TRAFFIC CONTROL OFFICERS SHALL DIRECT TRAFFIC DUR140 PEAL HOURS WHEN THERE IS ONE-WAY TRAFFIC OR MEN DEdm NECESSARY BY THE TOWN OR STATE TEMPORARY CONSTRUCTION -ALL ROAD MARKINGS SHALL BE VTRpNS SIGNS AND TRAFFIC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE NTH STATE AND TOWN STANDARDS. SPEC 641 (OR ANOTHER MATERIAL 10. W ENSURE COMPLIANCE MTH THE PLAH(S), ME CONTRACTOR SHALL NOTIFY ME ENGINEER 24 APPROVDED BY DPW). HOURS IN ADVANCE ANY NEW GRAVEL FOR ME NEW BASOF STARTNG ANY WORK, DEMAND THE HNSTALUTION BE ANY UT.ITIFS I NTERSEGT I ON DETAIL BRINGING IN BASE, AM TESTING AND FINAL INSPECT] GI IT. SEE OVER DUAL SHEETS O THESE PLANS FOR ADDITIONAL DETAILS REQUIREMENTS AND SPECIFlCATIONS uAellltt EBB REMOVE EXIST. CURB-/ PROBLEMS MAT MAY ARISE FROM ME FAILURE OF THE CONTRACTOR TOOLLOW • THEY PLANS SPECIFICATIONS AND THE DESIGN INTENT THAT THE PLANS CONVEY, AND FROM FAILURE TO HAW BEEN NOTIFIED TOINSPECT THE WORKS AND TESTS IN PROGRESS Spear Street NT5 nla NOTE: REHTIt TO SHEET LK3 OR Q PT I DETAILS 'PLAN. SHEET L-B FOR QUIET PATH DETAILS \ VARIES (Y b SHEETS LI - I. S APPROVED EOIALFNp�J `STATE SPEC / T04.M� FINE r� a O 1DP5GI _ UIDFR GAVEL RISE WTRI tY THICK CRUSHED GRAVEL As PER SEED ! MULCH A 1Y MINIMUM OVERLAP STATE SPEC / HED AT ALL SPAAL9704.04 NEW WWAATER LINE 0.0E MN. WRY a5' TYP. INSTALL UNDER DRAIN TRENCH WHERE SHOWN. BACKELL III ATM 3/4' TO 1 1/2' STONE AND WRAP IN MIRAFI IAUN OR MAL THE FABNIC OVERLAP AT THE TOP OF TRENCH SHALL BE A MIN. 0' 2'. THE S' PERT. SDR 35 PVC INV. SHALL BE PER PRE INFORMATION ON PLAN SHFETS 3 - 0. THERE SHALL BE 1.0' BELOW THE INVERT TO THE BOTTOM OF THE TRENCH. THE MORN SHALL BI EERRYRMW IN ACCORDANCE WTI THE 2) IF -OP COURSE O PAVEMENT S NOT INSTALLED WITHIN 60 DAYS C "' PUB'. C WCRNS R, OUIREMDM. THE VERMD4T DEPARTMI OF BASE COURSE, CONTRACTOR BFALL APPLY EMNLSDN TO FULL I) DL II CHWAI S-ANDAM SPECIFICATIONS AND THE ENGINEERING WOE{ OF BASF COURSE BEFORE INSTAAIW TOP COURSE. I PN3 AND SPECIIC ENS. 3) DRIVEWAYS WILL MATCH SWALE SLOPES/DOWNSIONS PURL I G ROAD GR055 - 5EGT I ON 160' R.O.W.) NORTH JEFFERSON ROAD - 5TA. 25+33-35+41 C.HJRGHILL ROAD - 5TA. 10R00-14+81 NORTH JEF EK50N ROAD - 57A. 10+00-f/+30 2THIS( TYPE III h COURSE BR. CM 15' _ 6, PAYENEN N 2' 2' 13' 13' TRAVEL BASF -f y PAVEMENT LANE PAVEMENT LANE -2 [ 2-1/2' MIN TYPE II BASE COURSE ST.1 TYPICAL ON SOM 9DFS TIE 3 OUT OR SELL SHALL NOT BE BLEEPER MAIL 3 ON 1 MTENOED ON TO ..ENT TO MEET MIONAL OR NO WITH 4. OF COMPACTED TOPSOIL AND DENSE GUss COVER (URBAN MIX) DECIDUOUS SHADE TREES, 2.5E - 3' CALIPER AT 30, C.C. TREES W BE SATSFACTORY W CITY AROMIST IN ACCORDANCE SAM 6 SLOW (3) O lLE LAND OEVELONIENT REGULATIONS REFER W PLAN SHEETS I FOR ACORIMML LAWSAPNG AW STREET TREE NFORMATON TYPICAL ON BBTH SIDESNOT THE OUT OR FILL S-AM NOT BE DEPTH VARIES - - T •. - .. a OF WPSGL '. a 51EFPEN THAN J ON 1 SEE SHEET ] .'. ••. JEEP TYP. SEED !MULTI EXTENDED ON TO LOT TO MEET MRAI 00pK FABRIC (OR a TACK CRUSHED GRAVEL AS PER ORIGINAL GROUND NTH 4' O APPROVED EWIVAILFIT) a STATE SPEC / 701 FINE COMPACTED TOPSOIL AND DOSE MASS COVER (URBAN MIT) UNDER TRAVEL BASE SM LB A 1Y MINIMUM OVERLAP FF NFILTUTGJ STONE ALL MEET 15' THICK OR GRAVEL AS PO THE FOLLOMNO CR/IITERIN OOX PAS SIN AT ALL SEAMS 27 O STATE SPEC S T0404 DRAM TEA LEAN 5 ONe NEW WATER LINE 0.0E MN. WAY PIT OR W INSTAMNG THE INFILTRATION TROCHES AND GRAVEL, THE CONTRACTOR SHALL CONTACT THE ENGINEER INSTALL UNDO DRAIN TRENCH WHERE SHOWN, SACKFUL TRENCH NTH J A' W 1 1/2 STONE 14' FOR INSPECTION O THE SUBBASE SOLE. THE CONTRACTOR SHALL FURNISH A LOADED OUMPTRUCN FOR TRAVELING ON AND MRAP IN MIRAFI 1 OR EQUAL THE FABRIC OVERLAP AT THE TOP OF TRENCH THE SUBBASE WHEN THE ENGINEER PERFORMS THE INSPECTION. SHALL BE A MIN OF 2'. THE 0' PERF. MR W ME CONTRACTOR SHALL OVER -EXCAVATE IN LNWITABLE SOILS AW ADD ADDITIONAL GRAVEL BASE AS REQUESTED BY Tit PVC NV. SHALL BE PER ME INFORMATION ON PLAN SHEETS 3 - W THERE SHAM BE 1.0E ENGINEER. BELOW THE INVERT W THE BOTTOM O ME TRENCH. EXISTING GROUND I) THE WORK SHALL BE PERFORMED IN ACCORDANCE NTH THE 2) IF TOP COURSE O PAVEMENT 15 NOT INSTALLED WITHIN ISO DAYS CITY PUBIJC WORKS REQUIREMENTS, ML VERMONT OLPARTIMENT OF BASE COURSE, CONTRACTOR SHALL APPLY EMULSION TO FULL OF HIGHWAYS STANDARD SPECIFICATIONS AND THE ENOINEIFRING WIDTH O BASE COURSE BEFORE INSTALLING TOP COURSE. S p PLANS AND SPEODCATIONS. 3) DRIVEWAYS WEI I MATCH SWALE SI.OPES/DIMOSIONS 12' THICK CRUSHED GRAVEL PERK MNAFl PUBLIC, ROAD C.R055 - 5EGT ION (52' R.O.WJ VT STATE SPEC (704.05 FILTERFFABRIC MROVIDE NULL -OFF EVERY Goo FT PRESERVE ROAD - 5TA 10+00-25+33 TEMPORARY G0N5TRUGTI0N NT5 HAUL ROAD r,s - NOTES : 1) CURING SHALL BE COBTNCTO IN IV SECTIONS WITH 1/0' JOINT BETWEEN BECTIONS. 2) CURBING EXPANSION JOINTS SHALL BE CON51RU MD EVERY 20' AND SHALL BE CONSTRUCTED O MATERIAL CONFORMING W AAWTO DESIMATXN M-IW ( 1/2' SPONGE RUBBER ON CORK. ) 3) Al- DPOSED SURFACES W RECEIVE 2 COATS OF AN ANT-SPALLING COMPWNO. 1/2- RADIUS 1/4- RAOIUs 6' I•7. ,•7 • ASPHALT B' 3,500 PS CONCRETE EW ABEA . 0.04 S.E. GONGRETE C,URE5 NTs Sx- RAMP WPI 'EIMID FN • MAR4W DORAWLE PAID SLAPS - 1'/FT. A. CC ITPICAL CAST IRON LE WARNING O PlA'IESA IDEWALK RAMP TEXIURED iJSa MAfMUNI CT __ -ALL ROAD MARKINGS SHALL J BE VTRANS APPROVED DURABLE TYPE T TAPE SNNction A -A SNG_E RAMP ON TANGENT, NOTE: NARROW OR NO GRASS STRIP FINAL APPROVAL OF ADA RAMP MATERId'I SHALL BE MADE BY THE PUBLIC WORKS DIRECTOR PRIOR TO INSTALLATION e SIDEWALK RAMP ur5 NT5 -\�\\�{EEII.AI- RARWY 2' THICK TYPE III COURSE BIT. COI PAVEMENT 12" CRUSHIO RUN GRAVEL BASE (AS PER (VT. STATE SPEC, 704.05 OR 704.06) M RAFT 50OX FABRIC DRIVEWAY 5EGT ION NTS A a 0 d' GENERAL 5ANI TAR Y SEWER PEGIFIGATION5 1) SEE OTHER SHEETS FOR ADDITIONAL INFORMATION. 2) CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION 70 VERIFY THE LOCATION OF ANY UNDERGROUND LINES. UTILFlIES INFORMATION SHOWN HEREON WERE OBTAINED FROM THE BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTIUTY. PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. 3) THE HOM ONTAL AND VERTICAL SEPARATION FOR SEWER AND WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE 'TEN STATE STANDARDS - RECOMMENDED STANDARDS FOR WATER'. 4) PRIOR TO CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. 5) ALL SANITARY SEWER PIPE SHALL BE PVC SOR 35 CONFORMING M ASTM D-3034, ASTM D-3212, AND ASTM F-4T7. B) ALL TRENCH FILL SHALL BE PLACED IN B' LIFTS AND THOROUGHLY COMPACTED TO 95X OF MAXIMUM DENSITY OF OPTIMUM MOISTURE AS DETERMINED BY ASTM D988 STANDARD PROCTOR. 7) ALL NEW GRAVITY SANITARY SEWER MAINS SHALL BE LEAK TESTED BY A LOW PRESSURE AIR TEST AND DEFLECTION TESTED. THE LOW PRESSURE AIR TEST WILL BE USED TO SIMULATE INFILTRATION OR EXFILTRATON INTO OR OUT OF ALL GRAVITY SANITARY SEWERS. ALL TESTING WILL BE CONDUCTED UNDER THE SUPERVISION OF THE ENGINEER. AIR TESTING SHALL BE PERFORMED '.N ACCORDANCE WITH ASTM C8219-80. THE MINIMUM ALLOWED TIME FOR A PRESSURE DROP FROM 3.5 PSI TO 2.5 PSI SHALL BE 1.2 MINUTES PER 100 FEET OF S' SEWER. AFTER THE FINAL BACKFlLL HAS BEEN IN PLACE AT LEAST 30 DAYS. THE DEFLECTION TEST MAY BE PERFORMED. NO PIPE SHALL EXCEED A DEFLECTION OF FIVE PERCENT (5%). IF THE DEFLECTION TEST IS RUN USING A RIGID BALL OR MANDREL, IT SHALL HAVE A DIAMETER EQUAL TO 95% OF TIE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WTHOUT MECHANICAL PULLING DEVICES. B) ALL SANITARY SEWER MANHOLES SHALL BE TESTED PRIOR TO CONSTRUCTION OF THE INVERT BY THE VACUUM TEST METHOD DESCRIBED IN THE TECHNICAL SPECIFICATIONS. THE MINIMUM ALLOWED TIME FOR A VACUUM DROP FROM 1D' OF MERCURY TO 9' OF MERCURY SHALL BE 2 MINUTES. 9) ANY SURFACES, LINES, OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED M A CONDITION AT LEAST EQUAL 70 THAT IN WI-ICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE UEGINNING OF CONSTRUCTION. 10) THE CONTRACTOR SHALL COORDINATE THE LOCATION AND INSTALLATION OF THE INDIMOUAL LOT SEWER LINE SERVICES WITH THE OWNER AT THE TIME OF CONSTRUCTION. IS 4' OIA PVC PPE AR I O NE AND DEPTH ABOVE RNA, ONAGE ID 3 �- MA SEWEN R RAISE FRAME TO GRADE WITH POURED IN PLACE CONCRETE OR CONCRETE GRACE RINGS A.ST.M. C476 PRECAST REINFORCED CONE. MANHOLE GONE AND RISER COPOLYMER POLYPROPYLENE PLASTIC FUNDS WITH 1/2' GRADE 50 STEEL REINFORCEMENT OR EQUAL 12' O.MA%. B• O.C. MN. COPSIRUCT SHELF WITH CONCRETE Y RISE (MAX) - LEDGE PAVEMENT LIMIT — PRECAST MONOLITHIC - CONORETE BASE MIN, 2' HOGHT. MANHOLE FRAME S, COVER W� NO PARGING OF JOINTS NEENAH R1B42, LWARON WITH MORTAR SHALL LEM OR EQUAL BE ALLOWED GpOUT FRAME /PTO CONCRETE RISER COAT MFMJOR OF CONCRETE AND WTH TARO (2) COATD, OF WATERPROOF SEALANT SEE SPECIFlCATONS FDR MH TEs11Nc REWNEMENIS D RING RUBBER �- CASKET IN ACCORDANCE WITH A.ST.M. C- AND A.S.T.M. C-MI OR BUTYL ROPE -MEWED STEEL WRE FABRIC VARIABLE STANDARD LENGTHS (1,2.3 & 4 FT) VARIABLE STANDARD LENGTHS (2A R 4 F7.) 4 TO 1 1/2" L 04 O B' O.G \ DO NOT USE LMI EAC! WAY EXTEND SECOND TO LIMITS OF EXCAVATION AALgSTRUCIURES TO BE PAVED MOUND FOR EASE OF PLOWING IF PAVING TO BE DONE OVER TWO SEASONS. PAVING AROUND STRUCTURES TO BE DONE PRIOR TO OCTOBER 31. TYPICAL PREGAST SANITARY MANHOLE TMCAARD OTED II TCTEERAR'NAL CTO IN, OTTERYAE 1V SON SS PVC ACTED ± E 90O or TROOE6 R. W YORE N DDTT4 SWEEP —NO TIERED BY POaONN6 AWED mNiUHE[ A�NDIDNP ®R 31 P. — \ eMAa' ILLL 7NDPON. uDN'OaAD(ERu WING SANITARY 5EWEK u 5ERVIGE CONNECTION NT5 SQUARE CLEANOUT FRAME & COVER T LWBAMEN R-BON OR EQUAL T 25DO PSI CONCRETE SHORT LENGTH OF PIPE 43'BENO AS NOTED B' SOR 35 PVC ON PLANS CLEANOUT DETAIL NT5 NTS =0 PSI 3300 AM CONCRETE CONCRETE END AREA BEARING END AREA / AGAINST BEARING J UNDISTURBED AGAINST SOIL UNDISTURBED BOIL YPI TCAL TRSS-O L4DENDS-CAPS TYPICAL HSNDS NOTE PLACE 4 m11 POLYEIHAUDNE BETWEEN PITTING AND THRUST BLOCK i SI / FlTnx e' 1 • � 1 ik & 22h 2 z 5 BASED ON 100 PSI WOPNNG yg• 2 4 B FOR D.I. PIPE, DIRECT' PRESEURE PLUS 100 PSI SURUE TAPPING IS PERMITTED ALLOWANCE AND BEARING 90 4 8 1T CAPACITY OF 2000 LBS/SQ FT FEES OR END CAPS 3 e 12 No. TN AT ALL BL, - A NEPMDmBESNnAUID VALVES 2 2 2 SO FT BEARING AREA THRUST 6LOCK END AREA NT5 NEW SEWER / STOPMWAIER PIPE oN�WATEERE�I�j cTH • 18'MN. NEW WARRUNE OR SERVICE CEMER ONE LENGTH OF PIPE UNDER SEWER •j CENTER ONE LENGTH OF PIPE OVER SEWER NEW WAIERUNE OR SRMOE R�'-IN. P IF 1- OF VERTICAL SEPARAIICN CAN NOT BE MAINTAINED, THE SEWER LINE SHALL BE NEW SEWER / STORMWATER PIPE CONSTRUCTED TO WATERLINE STANDARDS AND (CENTER ONE LENGTH SHALL BE PRESSURE TESTED TO ENSURE UNDER WATERLINE ) WATER TIGHTNESS, A MINIMUM OF 20 FEET BEYOND EACH SIDE OF THE CROSSING. 5EPAKAT I ON DETA I L FOR CRO55IN65 GROUND BACKFlLL WTH EXCAVATED MATERIAL WATER MAIN S INSTALL A VERTICAL GOOSE I CAMBRIDGE BRASS NECK LOOP III NO -LEAD BRASS, II RED HED MANUFACTURING BRASS 4351 OR DEPARTMENT APPROVED II EQUAL CORPORATION STOP 3/4" TYPE 'K' COPPER SERVICE (GYP.) 1' TYPE 'K' COPPER SERVICE AS NOTED WATER 5ERVIGE DETAIL VALVE BOXED, MALL BE MT NOW TYD NCO. SLDE TONE WITH S 1/4' SOFT AND A G T IBM COVER BARKED 'WATEN'. NT5 GENERAL WATER 5PECIFICATION5 1. CONTRACTION SHALL CONTACT ALL UTUTILS BEFORE US:AVATION TO VERFY THE LOCATION OF ANY UNDfIRROLIND —011INES. THE WPIGWTRACTOL SHALL 5LMNNON 3HEDII AT E 1T 1 WEREOBTTAAWDD PROM TNENIOR RD BEST ANY AVAEABLE SOURCE AND MAY OR MAY NOT BE III ACCURATE ON COMPLETE THE CGWMBiAU nOTSNNLSIIaM NESPONDNSBLE FOR ANY DAMAGE TO ANY UTUTY, PUBLIC OR FROM STATIONARY BOX - DO NOT 2. THE HOR60NTAL AND VENDCAL SEPARATION FOR SEVER AND WATER LINES WAIL -BE INSTALLED EDITION OF THE 'WJWONT WATER SUPPLY STANDARDS' INSTALL IN N ACCORDANCE WITH THE LATEST PAVEMENT O. THE WATER MAINS SHALL W CONSTRICTED, TESTED, AND DBNFECIED IN ACCORDANCE WIN STAINLESS STEEL AWWA STANDARDS G-0 AND C-BP WTH THE EXCEPTION W TIE TABLET METHOD O D9IWECTDM CONNECTING ROD TIE CONTRACTM SHALL RPHISH ALL SAIDES MITI PLUGS. CMS AND ALL OTHER NEC ANY i-' MUELLER H-IO350 EQUIPMENT AND LABOR TD PERFORM LEAKAGE PRE RE AND DISKECTON TESTS N SECIIONS O' M ARPROWD IENGIH. EAON VALVID SECTION OR A MAPNS OF ONE THOUSAND FEET CURB BOX OR APPROVED EQUAL S(ao TE OF THE PIPE SHALL BE TESTES. ALL WATER RfAUIRE'D FOR TESTING WILL BE POTABLE ALL IESTNG BNALL BE CONDUCTED IN THE PRESENCE OF THE ENGINEER FOR NNE MESSUNE TESL IHE CONTRACTOR WALL OCVFLGP AND MAINTAN 300 PCUNO9 PER SQUARE INCH FOR TWO HOURS.ILIINE TO HOW THE DESIGNATED PRESSURE FOR THE TOD-FOUF PERIOD CONSTITUTES A FAIWRE OF THE SCION 1ESTEDI THE LEAKAGE IEST SHALL BE KINGWOOD CONCURRENTLY MI THE PRESSURE TEST. DO NO TIE TEST. TIE CONTRACTM SHALL CAMBRIDGE BRASS MEASURE TIE QLANI 7Y OF MFUN REWIRED TO MAINTAIN THE TEST PRESSJWE LEAKAGE $MALL NOT EIDEm THE WI — CNd BG NO -LEAD BRASS, RED HIM MANUFACTURING SB L S N SO (ONLINE ROOT OF P) / IM,ODD 5151/94131, OR DEPARTMENT APPROVED L . LEAKAGE N GALLONS/1DUn s - .dcTH OF PIPELINE TESIm EQUAL CURB STOP 0 DIAMETER N ETER OF PPE CHFS P AVERAGE TEST PRESSURE IN PSI ALL TESTING SHALL BE CONDUCTED IN ACOONDANCE WITH AONA 0500 LATEST RE146- DICULD ANY SECTION OF THE PIPE FAIL EITHER INS PRESSURE OR OF KADE TESTS THE CONIIPADT S SHALL DO EVENYOGNG NECESSARY TD LOCATE AND REPAIR OR REPLACE TIE DEf£CTVE PIPE —No% ON JNNTS AT NO —5E TO THE CANNER. IF, FOR MY REASOA THE ENGINEER BHW W ALTER THE FOREGOING PROCWLWES, THE CONTRACTOi SHALL REMAIN RESPONSIBLE FOR THE TIGHTNESS OF THE LINE MT THE ABOVE REQUIREMENTS. THE METHCO OF OISINFmTION SHALL BE BY THE OONTNUWS FEED METHOD UNLESS 4' X 12' X 12• SOLID OTHERWISE APPROVED BY THE ENGINEER. AFTER II EWSHNG AND THE INttAL ADDITION BLOC( OF CHRINE SOWTON. THE FREE CHWRNE OON RNFRATON WTHN THE PIPE SHALL BE AT ULUIT LO 20 MG/L THE CNUONAiW YAATfiII SHALL REMAIN N THE MAN FOR A PERIOD OF A' LEAST M HOIJCONCRETE HAVfR AIN SHAL. A RESIDUAL OF BCZHESA 7HA.THE 10 MO/ FREE TED GNLWANNEAlALL DISINFFECTIION SHTHE ALL BE PERFORMED UNDER TIE swERw9aNNOF TIE ENOIRBER. THE DISM PROCESS SHALL BE "'Nm ACCEPTABLE ONLY AFTER SMPLES OF WATER FROM THE FWSHED. DMINFECTD MAIN TAKEN BY TE ENGINEER AND TESTED AT AN APPROVED LDMATVRT SHOW NO AVDEC NCE O BADMISOLOOICAL CONTAMINATION. MINFECTICN SHALL CONFORM TO THE IAMST VIVA REYSION. TIE PPEUNE AND APPURTTNANCES SHALL BE MANTAINEB N M WCONTMINATED CONOIT" UNTIL FINAL ACCEPTANCE DISINFECTON SHALL BE REPEATED WHEN AND WHERE REWIRED AT NO OPENBE TO TIE OWNER UNTIL FINA_ ACCEPTANCE BT TIE OMER, 4. ALL NEW WATER MAIN PIPE SHALL SE O TIE SIRE AND ME SHOWN ON THE PLANS 2. TYPE1'K' COPPER. SHALL SE IN ACCORDANCE WITH ANIMA C-151. C-104. AMC 5. PILL MAN THRUST BLOCKS SHALL SE CONSTRUCTED OF 3.BDG PSI CONGREIE B. THE WATER MAINS SHALL HAVE A MINIMUM DEPTH OF COVER O 6'. 7. ANY SURFACES. LUXES OR STRMCIURE3 NHIM HAVE BEEN DAMAGED BY THE CONIRACIOTS OPERATKKIS SHALL BE RESIGNED TO A CONDITION AT LEAST EQUAL TO THAT N WIHN;H THEY WERE FOUND IMMEDIATELY PRON TO THE BEGINNING OF CONSTRUCTION. B. ME CONTRACTOR SHALL COORDINATE THE LOCATION AND INSTALIATON OF THE NDIMOUAL LOT VIAIER LINE SERVICES WTH THE OWNER AT THE TIME OF DONSTRUCTON. S. NO WATER LINES SHALL BE NSTALLW AFTER WOODMAN 13 OR BEFORE APRL I WITHOUT POOR APPPOVA'. OP TE SIIPEWINIENDENT. TEE APPROPRIATE CWO SUPERMSOP MAY RESTRCT WORK BEFORE NOFEMBR 15 AND AFTER APRIL 1 WRING ADKRSE WEATHER CONDITIONS FINISH MADE UNDISTURBED SOIL ,IWMH DNAnE NT5 NOTE: CURB STOPS AND/OR DATE VALVES EII WTH APPROVED SHALL NOT BE PLACED IN PAWMENT, EXCAVATED MATERIAL CURB DN SDEWAL%. THOROUGHLY CONPACRD YMW �NM'HDN'NY IN B' LETS.P.- -L� � � n , it n� r � � ► n I n n� Wql � N ALL FTTTNOS SHALL 1° IF COVED IS LESS THHAN 8' FINISH GRADE a•W THE SOF3 OF TRENCHES BE DI G IN CONfONMARCE 4 FT. E MORE IN DEPTH Y PUCE 2' THICK INSULATED WLK R WITH A. c-t03 AND LIFT` BY PBISOINEL I BOARD, WHICH IS SUMABIE IS iKj ANNA C-111 SHALL BE SHEETED M FOR BURIAL OVER PHPE SLOW -�--------- m N ME CAS SHALL THE PIPE BACKIFILL WITH APPROVED i aaTEa W REPOSE 12' COWER OVVFRLESS RNTHE CROWN EXCAVATED MATERIAL �R�T�T,,1111 1HONWGHLY COMPACTED 0 N U. . y4 l MARROWS HOBO FREE IN B' LIFTS TMBR w 'I[9 q.VPRIVEO [VIAL SACKFUL THOROUGHLY pA IME'IEA OfOPPE) CTED IN V THE SIDE S OF TRENCHES eLoc�N.PT �' .M ��: UfT3 COMPA(N0 STOLES B' ---- 4 FT. ON MORE 'IN DEPTH �' '� /) • LARGER THAN 1 1/2' THE CON ACTION SHALL AT ENTERED BY FORM N. UNDISTURBED SCE C- �Aa TRdd ,) DIAMETER) ALL TIMES KEEP THE TRENCHES SHALL BE SHEETED DR ENTIRELY EPEE OF WATER S .'RUE SLOPED TO THE ANGLE INSDLATON WHEN REQUIRED REPW w �d MFDRNy' y� B_U.0 OPUSED SIOIR O.1N�1Ep[� UNTIL ALL WORK IS FINISHED WETFP W PIPq OF REPOSE .wa_UPU_w ___, cix11 plwLswoW_m_'r_ ANO READY FOR BAIX(FIWING m son � �3/a' stONE aDRND TYPICAL SANITARY TRENCH NT5 ROAM SOL FORCEMAM CD' IS OUTSIDE DIAMETER OF PIPE) THE CONTRACTOR SHALT. NOTE OA (FOR SEWER AND FORCEMAIN TRENCHES): IF COVER IS LESS THAN W-B', PLACE 2' VIDE W 4• THICK INSULATION BOARD, SUITABLE FOR BURIAL ON A B• BED OF SAND OVER PPE IN NO CASE SHALL DEPTH OF COVER BE LESS THAN 3 1/2'. AT DRI"AY AND ROAD CROSSINGS, DEPTH OF COVER SHALL NOT BE LESS THAN 4. TYPICAL FORCEMAIN TRENCH NT5 HYDRANT Im'« i, 8+29'nd UNDISTURBED SOIL WATER TKENGH NT5 JUL City of So. Bur61n; " n THE CONTRACTOR SHALL NOTIFY INGSAFE• AT 1-SBB-DIG-SAFE FROM TO ANY EXCAVATION. T ■ TPCAL HYDRAULC GALVANIZED VINYL COATED 'ENT CAP WITH BRONZE SCREEN -4' GALVANIZED STEEL VENT PIPE PAINTED DARK GREEN GROUT FRAME TO BASE WELDED STEEL WRE FABRIC NNIA 0 RING RUBBER GASKET IN ACCORDANCE WITH ASTM C-443 AND ASTM C-361 OR BUTYL ROPE ILL TYPICAL HYDRAULIC GROUT r�GRANUUR SAND OR GRAVEL BACKFlLL WITHIN 2' OF TOP Zy AND SIDES OF TANK IB' ~ INTEGRAL STRUCTURAL STRUT AS REQUIRED ALL JOINTS SHALL BE SEALED WITH BUTYL JOINT QA'— a 2,30D GALLON PRE -CAST HEAVY DUTY CONCRETE HOLDING TAW ALL OPENINGS MD FREE OF SEALED WI "U LINK -SEAL' N OR EQUAL OR RUBBER MAIN JOINT' OR EO i` S 0.02 SEE NOTE ELT BE SMOOTH 38' INSIDE CIA. PRECAST REINFORCED 4000 PS CONCRETE RISERS WITH AN 5' THICK REINFORCED CONCRETE COVER AND MANH01 FRAME AND COVER LABELED 'SEWER' (LOBARON LAB324) RIM ELEV - 366.0 FINISHED GRADE VARIES EACH STRUCTURE SHALL BE COATED WTH BITUMINOUS WATERPROOFING BB' 2.500 GALLON PRE- HEAW DUTY CONCRETE HOLDING E SLEEVE 'LCON . ASTM CB23. 6' SOR 35 PVC M :.• RECCE PAYMENT LIMIT) CRUSHED MINIMUM OF 3/4' -1 CRUSHED STORE UNDISTURBED EARTH 5ECT I ON A — A TYPICAL 5TOKA&E TANK NS MOTES. 1. CONCRETE SHALL BE SOW PSI AFTER 213 DAYS. 2. SEE SITE PLAN FOR FINAL GRADING 3. THE CONTRACTOR SHALL SET THE STONE AND RAKE THE TOP TO PREPARE A SLOPED BASE FOR SEflIN0 THE TANKS WITH A 0.02 FT/FT SLOPE AND ELEVATIONS AS SHOWN. PUMP STATION DATA A DAILY 000 - 22,35E GPO (SEE SEWAGE FLOW INFORMATON ON I LOWER SIDE OF THIS SHEET) S. AWDRAOE DAILY FLOW (REF) 1! Efl%9! SO-MIN7W - 213 GPM MINIMUM PUWPING RATE - 5 TARES THE ADF (116.5 UPM) OR THE MINIMUM PUMPING RATE PER A e FM (s0 GPM), WHICHEVER B HIGHOR 'BE A PUMPING RATE OF 12D OPM COW VOLUME: 3D MN. MA % RETRNTON THE - 30 MIN X 213 GFM (ADF) - BIB SAL C. HEAD LOSSES ELLVATION HER: 12.0 FIL ABCTIDN LOSSES 4• LINE X v. IS) - T.o FT MINOR LOSES - a TOTAL DYNAMIC_HEAR 20 FT D. PUMP REOUIRFMAUTS - 2 PUMPS EACH CAPABLE OF PUMPING A MINIMUM OF 120 UPM AT YB' IUH THREE PHA$ MINIMUM V DBCHASOE. CAPABLE OF PASSING MINNUM r SOLIDS UMPS SHALL BE ENPO/CORNEU, MEYERS. HYDROLIATC OR AN APPROVED EOUAL E. CONTROLS NINA 4 DUPLEX CENTRO_ PANEL; MULTTRODE PROBE E MULTITRODE MTCPC PUMP CONTROLLER WIH BACKUP ALARM FLOAT AUTOMATIC PUMP ALTERNATOR; 115 VAC CONTROL CROUIT. 113 VAC ALARM LIGHT AND HORN MOUNTED W TOP OF PRE4 PHASE MONITOR IF TIRES PHABE PUMPS ARE USED; 115 VAC DUPLEX CONVENIENCE OUTLET PANEL HEATER WTH THERMOSTAT. NDIMWAL CROJIT BREAKERS FOR EACH PUMP. CONTROL CNCUT. DUP-EX OUTER, TRANSFORMER IF REWIRED. HEATER. AND ONE SPARE: NOINOUAL ELASPED TIME METERS NOUNTED. ALL ELECTRIC WRING WALL MEET THE RECUIRFMENTS OF THE NATONAL EL MO CODE. CONTROLS WALL BE SCADA COMPATIBLE. PUBLIC PUMP STATIONS WL.L BE EQUIPPED WTH MILE Y SYSTEM WITH BATTERY BACK-UP. TO 10 THE SWiH BURLINGTON SYSTEM. F. FLOATS: MERCURY SWITCH TO BE COMPETLY SEALED, MADE OF CCRIIOSEK RESISTANT SOWTICN ND NTRINSDALLY SAFE. ELECTRICAL CABLE TO BE FJGfoLE TWO CONDUCTOR WTH NENRENE JACKET, G. DBENCERCY STORAGE PROVIDE 4 HOUR STORAGE - BASED ON IS HR DAY = 5,5e0 GPD H. SUBMITTALS REWIRED; PUMPS, ACCESS LD, WETWELT, VALK PT, BOATS AND FLOAT HINDER BRACKET. CHECK VALVE, SATE VALVES. SOLID SLEEK COUPUNGS AND OPERATION AND MA NIENANCE MANUALS. TESTING DATA A FORCE MAIN PRESSURE TEST. ALL FORCE MANS SHALL BE PRESSURE TESTED TO NOT LESS THAN 50 PSI AT THE HIGHER POINT OF THE TEST SECTOR THE TEST WALL BE OF A TWO HOUR DURATION AND THE TEST PRESSURE SHALL NOT WRY BY MORE THAN 3 PS. A UMAX LEST SHALL BE PERFORMED 0 WRRENMY WIT{ THE PRESSURE TEST. THE ALLOWABLE LEMAGE SHALL M OFTIIMNED BY THE FOLLOWNC FORMU A #,g L ' T4bd WHERE L - THE ALLOWABLE LEAKAGE IN GALLONS PER HOUR, N 15 THE NUMBER OF JOINTS. D IS THE NOMINAL DIAMETER OF THE PIPE IN INCHES. AND P N THE AVERAGE TEST PRESSURE N PILL BL VA_Vl: PIT AND RUMP THE STRUCTTURE& SHALL BE TESTED IN THE PRESENCE av- STATION TEST: THE ENGINEER FOR EXFlLTRATIOH BY HLJNG TIE STIRUCT RCS TO 1' BELOW THE ACCESS UD. A STABILIZATON PERIOD OF 1 IR SHALL BE PROVIDED TO ALLOW FOR ABSOMTON. AT THE ETD OF THE STABILIZATION PERIOD THE STRUCTURES SHALL BE FMF_ IF MXSSAIRT AND T-E TEST PENCE OF 4B POURS SHALL BEGIN. AT THE 00 OF THE TEST PERIOD. HE VJWME OF WATER CHANCE WALL BE MEASURED. THERE WALL BE NO VIMRF OR MEASURABLE EXFTLIU11 OR INFIRTRA^INN OR THE TEST FAITS. IF THE TEST FAIIA THE IONTRACTOP SHALL REPANR OR WERP ATROOF A. RETEST. 0 PUMP STATM AN AUTHORIZED REPRESENTATVE O THE PUMP MANUFACTURER OR AN ELEC'ROAN FAMNM WIN THE OPERATION AND SETTNC OF THE PUMP STATION SHAL BF PRESENT DURING STARTUP. AMPERAGE READINGS ON EARN MOTOR LEAD SHALL BE MEASURED AND RECORDED. THE CONTRACTOR SMALL PROVIDE A WATER SOURCE TO PERFORM A FULL OPERATIONAL CHECK OF THE STATION INCWDNG ALL FLOAT FUNCTONS. AUNK TESTING INDICATOR UC I$ F4.0-A SWTC" PUMP ALIERNATDR.RD PHASE MONITOR IF THREE-PHASE PLUMPS RE USED. THE CONIROI. SYSTEM IIII. BE CYCLED TNRWOH NORM THAN ONCE TO INSURE PROP R SEOUETRCING AND OPERATOR OF THE LAMPS EACH PUMP SMALL BE FIELD TESTED TO INSURE THE PUMPING 40ACIT ME£R THE PROIEC! R—AREMENTS TART SPEDMTD S' A) THE STRUCTURE PROVIDED FOR EMERGENC`' STORAGE FOR THE PUMPING E) BAC(FlLL SIDES AND TOP OF TANK WITH SAND AND/OR GRAVEL INV ELEV - 357.E STATION SHALL BE (2) 2,500 GALLON, STEEL REINFORCED, PRECAST 14EAW DUTY CONCRETE HOLDING TAW( STRUCTURE. THE STRUCTURE SHALL BE F) PRIOR TO CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE WET WnI SEE PUMP STATION DESIGNED BY AN ENGINEER JCENSD IN THE STATE OF VERMONT TD WITHSTAND ENGINEER. DETAIL GALLONS STORAGE AASHITO H-20 WHEEL LOADINGS AT THE DEPTH SHOWN ON THIS PUN G) THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER WITH B) INSIDE TANK DIMENSIONS SHALL BE 6' X 12' X 68' HIGH. AS -BUILT' INFORMATION AND CERTIFICATION THAT THE SYSTEM WAS INSTALLED IN ACCORDANCE WITH PUNS AND ALL PER71MENT APPROVALS C) EXTERNALLY COAT ALL CONCRETE STRUCTURES WITH TWO COATS OF AND PERMITS ISSUED FOR THE PROJECT. BITUMINOUS WATERPROOFING AND TEST FOR WATER -TIGHTNESS. H) THE CONTRACTOR SHALL ERECT AND MAINTAIN A CONTINUOUS SNOW / FENCE BARRIER AND LIGHTED BARRICADES AROUND ALL EXCAVATION LEFT D) ALL MATERIAL MOUND THE TANK SHAL_ BEG OVER NIGHT OR ON WEEKENDS / MATERNAL THOROUGHLY REAL THOROUGHLY MI TO NOT LESS THAN %K OF 95X OF MAXMUM DRY DENSITY A6 DETERMINED BY THE AASHTO T-99 S DETERMINED STANDARD PROCTOR. DISCHARGE VALVE PIT P D 7 4 „I64 2+TB 1 I I TYPICAL VENT �I PIPE MO CAP 6' ' I 538 GAL STORAGE/VF -f I TAW( 12 PROVIDES 1.894 GAL STORAGE TO ELEV. 356.1 e o I ' L------- —_ J h. RM (AT GRADE) ,I SEWE 2+ 352+52I " Y LL DPENINOS WALL BE SMOOTH S AND FREE OF DEBRIS AND SHALL BE SEALED WITH THUNDERLINE CORP. iO LINK -SEAL' MODEL OLS-400-C fRAR ,y OR EQUAL OR PROVIDE FLEXIBLE RUBBER MANHOLE SLEEVE "LOCK JOINT" OR EOUAL ASTM C923. r352+29 — — — — III I rI @ F 8' 538 GAL STORAGE/W TANK /1 PRO DES 2.062 GAL STORAGE TO ELEV. 356.1 I N s I`: S - 0.02 L _ J R 35 P0\�YET WELL 352+1T l�BWDAro eNNNrc x ARROWS» NOTES 1. WETWELL AND VALVE PIT SHALL BE PRE—ENGINEERED 4000 PSI REINFORCED CONCRETF STRUCTURES DESIGNFD BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF VERMONT AND CONSTRUCTED TO WITHSTAND H-20 WHEEL LOADINGS. VALVE PIT 2. EXTERNALLY COAT ALL CONCRETE STRUCTURES WITH TWO COATS OF BITUMINOUS WATERPROOFING AND TEST FOR WATERTIGHTNESS. 1 ALL FORCEMAN PIPING INSIDE OF THE STRUCTURES AND THROUGH THE WALLS SHALL BE GALVANIZED STEEL, EXTRA STRONG WEIGHT. 0. ALL BACKFILL MATERIAL MOUND THE STRUCTURES SHALL BE THOROUGHLY COMPACTED TO NOT LESS THAN 951E OF MAXIMUM DRY DENSITY AS DETERMINED BY THE MSHTO-T-99 STANDARD PROCTOR .• MR(IOfD GALT LDND'MT FDA FD cX DDK mn rasa B Ram X owe Ai ML MMINBM N BE FOP@ r Tu'"nPEn To 3• wr \ I I I FLANXG KKK 1r 1W4 OF 3/4' CWWED ATOM BO RED USE IIM6TorB �t � N 6 W eR�NBP„y �NGeO / xalN vALWX wMswem unm SEWAGE FLOW5: THE SEWAGE FLOWS ARE BASED ON THE STATE OF VERMONT - ENVIRONMENTAL PROTECTION RULES, WHICH REQUIRE 210 GAL/DAY/RESIDENTIAL UNIT REGARDLESS OF THE NUMBER OF BEDROOMS WHEN CONNECTING TO A MUNICIPAL SEWER SYSTEM WITH > 50,000 GAL/DAY CAPACITY. 99 Units x 210 gaVday/unit = 20,790 gal/day Infiltration: 300 gaVinch/mile/day, x (B" pipe x (3,450 If/ 5,280'/mile) - 1,568 gal/day Total: 22,358 gal/day (> 2,000 gal/day; therefore a dual pump station is required. RIM (AT GRADE)/ ; `' ,f 118",� �OWBG PLAN VIEW L14 i • OBCA — _ Nb ;_ BM 5TORA&E TANK5 B MH THE CONTRACTOR STALL NOTIFY 'CIKSAF'E' AT WNW- - NIS 1-BBB-DG-SAFE PRIOR TO ANY E%CAYATON. J B \'; DUMB 211\ • Hal wl"ir wc.�"oi 1R r PDRn IW:tn uPrt� PUMP STATIONoGETS wnN."P°MNEi 1 � PDAu vcDH .DARN PN�N�-a G P . Gw P »2 M r, . I 4BMRP eFW �: I r Rqi owns eDt IaFLY Fri I � NWSr IbNDUI' rI ron IAOf i PWC ]30.�0 T POOR SUPPLY— Le1T NANEIRR a IP WlT1R00E PRMI I ,Ma-w AL.wM WHAT r jr MR BN INNS. 1 R60O PSI CwglR t� LIYPG.'AL— ,N XV! ,NMM6O _ 1 DO NOT UM LMESrMIL .. /' woISIUReEn Fnnm Pump Station must comply with the following City of South Burlington Pump Station Design Criteria: Pumps will be 3 phase (no 1 to 3 phase converters) Public pump stations will be equipped with telemetry system with battery back-up, tied to the South Burlington system - Level controls will be Fygt Multitrode Probe and relays - 4" pumps will have 4" plumbing including force main -Emergency connection will be 4" with camlock fittings and shut off valve ®@ F. - All hardware in the wetwell will be stainless steel I6t C+ including life chains - Pumps will be rail mounted with stainless steel rails with a pull-out flanged base. - Must have double throw switch and plug with plug for citys portable generator. /IS ADDED SIDEWALK AND CURD. REVISED UTILITIES AND GRADING. LAYOUT REVIS ONS DJH/PFH 5 REVISE PUS! STATION ELEVATIONS DJH /H REV15E PER DRD PRELIMINARY AIPROVAL CONDITIONS ."*,I ED REGODCWAMM O R@MVRY SOUTH VILLAGE DA", 1,803 "" o'er °°"®' GOMMUNITIE5, LLC, "2012— OILEARY-BURKE SPEAR STREET SOUTH 6URLIN&TON, VT 2D1zse-B, CIVIL ASSOCIATES, PLC RA SETA PUMP 5TAT ION 1 BBR,CI:W 1.1pLNeNMD A4ReNw DETAIL5 a 51"EGIFIGATION5 eaw: Notes: U N1 WATER 5T5TOI WORR SWLLL DE IN AG,OROAHLE WITH EIWPMIN WAM OI5'IRIGT "SfCGIrIUTIONS DETAILS FOR T INSTALLATION OF WATER LINES a ARNtTEN-" w ALL SEWN]R 5"Ti WORK SHALL DE IN AGGOROANGE WITH TIE STATE OP VEIU/ONT HTRS AAD THE GIT' OF 5011"TM dAtLIN6TIX1 PILL IG .O l XEGFIGATIONS. J1 1ANI NDT TO De USDJ FOR PRMERTY GQlVEYANGE REFER TO RAN15 EMITLm °PHASE ] &R GOL PLAT ARO YYAK ] LOTTING MY AROD VILLAGE O%1INNITIES, LL4 DATED U/3VU 9tEPARED DY GIV L Di51NEERIN6 ASSOLUTES. ING. 4J GA5 LAYOUT PROVIDED DT VERMONT GAS W POWER LAYOUT PLONKED DY GRFPN I-AIN POWER Irrr/ 1 _T--- GRAPHIC SCALE ( IN FEET ) 1 inch = 100 It I / � SOUTH VILLAGE PHASE I TIE CONTRACTOR SHALL NOTIEY'OIGSAIE' AT 1-EE8-DIG-SAFE PRIOR TO ANY EXCAVATION. Legend PROJECT DOUNDARY SETDAGR ---- GONTCUR LINE 1 U5.6.5° DATUM I ,--M-----.--- - PROFCSED FINISH &RAGE GONT" C exISTING IRON PIPE O EXISTING GONGRETE NONENT AN IRON PIPE ITO DE SCTI ■ GONLRCTE NORAIIEM (TO DE 5ETI rDa UTILITY POLE E E%ISTINIG ELEGTRIG/TVRELEPHONE LINE SEWER LINE STORMLIIE R WATERLINE 19 EN 5TING/PROPO5ED HYDRANT — - -- SILT Pei a MOOT AR TERMINATION GADINET NT(J 11 TRANSFORMER PAD O SECONDARY PEDESTAL VERMONT GAS Ol 50' OF 3" 5GH 40 PVC, GASING O 50' OF 3" SGH 40 PVG GASING 3O 50' OF 3` 5GH 40 PVG GA51NG ® 50' OF 3" 5GH 40 PVC, GASING Q5 50' OF 3" 5GH 40 PVG GASING © 50' OF 3" 56H 40 PVC, GASING O7 50' OF 3" SGH 40 PVC, LASING ® 50' OF 3" SGH 40 PVG GASING O 50' OF 3' 5GH 40 PVC, GASING O 50' OF 3' SGH 40 PVC- GASING 11 50' OF 3" SGH 40 PVC, GASING 1© 40' OF 4" 5GH 40 "VC, GA51NG © 40' OF 3" 5GH 40 PVG GASING IS 40' OF 3" SGH 40 PVC, GAS NG 15 40' OF 3" 5GH 40 PVC, GA51 NG 16 40' OF 3" 5GH 40 PVG GASING 1© 40' OF 3" 5GH 40 PVC, GA51NG 1® 40' OF 3" 5GH 40 PVC, GASING 19 50' OF 3" 5GH 40 PVG CASING ® 40' OF 3" 5GH 40 PVC, GA51 NG 2® 30' OF 4" 5GH 40 PVG GA5 NG ® 40' OF 3" 5GH 40 PVC GA51 NG ® 40' OF 3" 5GH 40 PVC, GASING ® 40' OF 3" 5GH 40 PVC, GA51NG ® 40' OF 3" 5GH 40 PVC, GASING ® 40' OF 3" 5GH 40 PVG GA51 NG © 40' OF 3" 5GH 40 PVG GA5;NG ® 40' OF 3" SGH 40 PVC, GA51 NG ® 40' OF 3" 5GH 40 PVG GA51NG ® 50' OF 4' 5GH 40 PVC. GASING 3O 40' OF 3" 5GH 40 PVC, GASING ® 40' OF 3" 5GH 40 PVC GASING ® 40' OF 3" SGH 40 PVC, GA5. NG ® 40' OF 3" 5G11 40 "VC, GA51 NG ® 40' OF 3" 5GH 40 PVG GASING ® 40' OF 3" 5GH 40 PVC, GA51NG ® 40' OF 3" 51 40 PVC GASING ® 40' OF 3" SGH 40 PVC, GA5 NO ® 30' OF 3" 5GH 40 PVG GASING °3 17 215 of Legend PROJECT DOUDARY — --- PROPERTY LINE - - - - - SMACK ------ NO --------- CONTOUR LINE I U5.6.S. OATUM 1 PROPOSED FINISH GRADE CONTOUR 0 11 IN& IRON P Re 0 exIST IN& CONCRETE MONUMENT Soil Types "' 7 VER MS ON CLAY. CLAY SLOPES COVINGTON SILT? CLAT 41 D. X2 s mlrn�iMNenl�cN� ro w.�is� µ � xa RPa°xc x[RusExwT \ F�U]tiK�EN HAW A RAIEKTCHT IRON PIPE ITO DE SET) ■ CONCRETE MONUMENT ITV DC XTI ®� 43 'Da UTILITY POLE �I E EXISTING ELECTRIC/TV/TPS.EPHONE LIFEI^\ 44 \ �9„i�� xoco P.il Cagkc�LL `aPa Q sCWeR LIFE / D. ��•,1,r \ %)FS. r Is• "WIDE ww HGd> rm rmw o— STORMLINE / ` LINF EXISTRN6/PROPOS® HYDRANT CD 44 2/ //4.006 46 \;\ j \ \ , \ iI y'" "•R MN �'yIMSMty soL a' Or l/1 n 7. Y'•k p GSIM SILT PENCE /i ,, / ( LL K1Exv amaxo Tc +» PVL \� �\ / �� I II �:rvauNamllENeEmvMa"' iMmo-FNG'M116x mmLULdILK616IE� FOOTING DRAIN GONNEGTION UNDISTURBED SOIL - / CD tl5 I _ / I^SNEG uv T� SACKFILL WITH APPROVED / / / / \/^/,i PRECAST GATGH 6A51N D"eRe WITH Notes: TH°dy"oUGHLLY WMCRCTEO / // / { \\ \ U ALL WATER SYSTDA WORK SFA _ BE IN ACCORDANCE IN D LIFTS 8 / / / 1 I \ \ Ni eB FOOTING DRAIN DETAIL SIDES A ES THE �ATJQN OF WTTFIR THEF 9�iA1E OP�TVERMONi EPRS ANO�HEI�L I,wiY OF OFEREPOSEOF TRENCHES + AV 1 OfI '' 54.DOD �1 //�\ 1-� 1� ( \ T\ m WITH CHAMr.A1N WATER DI5TRICT iPEGIFIGATI0N5 a / _ 4 Ff. OR MORE IN DEPTH IF GOVEI� IS LE53 THAN 4' ENTERED BY PERSONNEL PLLAACOEE 2 THICK INSUUTED T SHALL BE SHEETED OR BOARD, WHICH IS SUITABLE \.5x % ' \�., / ( /\ n 'i \ 11 ALL SEWER lYSTDI WORK 5HN.L DE IN ALLORDMKE SLOPED TO THE ANGLE BVE QVER PITPE.••PIPE R ff / ''I (1/ \ �\ (^✓� \ J ( \ I I (I TL'A @ MUD_ SOUTH DURLIN6�ONJ PLELIL WORKS STLIFILATION5. yM1 R VER E WN I x' I \\�' // ) / ' 1 \J( uR-+cx APPROVED ROCK FREE G ((''D IS OUlSIOE `. 44, \ \ _ I ' l L PLANI! NOT TO DC USED FOR PROPERTY LONVCYANGC. BACKFILL THOROUGHLY 1B. �/ DiAIS O OF PIPE) 3 CD x6 � \ 7 LLA S \ REE IJ ! ^ �/ u• ROPER To M" ENTITLED PHASE 2 OVERALL PLAT' COMPgC1E0 IN D" ANO PHASE 2 LOTTING PUT' SOUTH VILLAGE LIFTS (No sroFEs i j�' / 'f. Fi- \ / cb ---�„ "•" LOMMUNITIE5. IJ.L, DATED 10/JI/U PREPARED DY CIVIL DIAMETER) HAN 1 1/2" 15" HDPE ) \ r�� N p� - rt eN61NCERINA A>SOGIArel, ING " 1 ( \' T -�- oNxxx,o, ., xLL TW51 D3' S4.013 ..T a THE CONTRACTOR SHALL AT ♦.I Re"m TO PLAN x PROPILe5 IS— 3-61 FOR 3/4 TO 1-1/2" CRUSHED 6O �• ALL TIMES KEEP NIE TRENCHES-`- I I (.� \ �.�� .-•Y • t >TORIIWATER EIEVATIOID. STONE BEDDING FOR /2 + D" 0 D + UNTREA FREE OF WATER a i I / y „ \ h h1 Y2.„ PE PIPE O UNTIL ALL MtlRK 6 FINISHED �Aw x�F�x00 PAxxua Napxo cawmwe ,•v,ww4 Ac�sia / a ru wm W RePER TO PLAN lHEEM EI F E2 FOR EROSION + 6�C AND READY FOR BACKf1WNC \ 1 \'".. / v �� \ ;.1•.- L, // /• h `J 14 � xluµxw� SEDIMENT CONTROL PHUSIN6. DETAILS P SPECIFICATIONS \ ( PpOfIIE W REFER TO PUN SHEET S2 STOKNWATER MANAMM°.NT \ I- � \ I' � J" '^" \L/ � PLAN. DETAILS sPeuncnnoNs FOR—TIONAL UNDISTURBED SO¢. 2' �, 15" HOPe �..1" STORM SPREADER/OUTFACE DETAIL INFORMATION RMWATER L' S4.006 STO STO M SEWER TRENCH ^ - ]5 \ 490 \ \\ \\\ •. \ \\� \,\\`r G^ / 6� � /�• � �_ *41 r \\ IZ5 50CA3tl44' // \ \ \ 15" HOPE ^ % ^\\` I 52 •-\ C.O MS LO. tl6 ' 1161 ACRE OVERALL / ^�_ \\ \ \_ / L, 122 Sa.007\ ,`\\ \ \ 16.51 ACRES.._....IMI°ERVIOUS - \1 N.I^ \-. \ I `90 III\ 95 -r'" A► \ ) {LULL-`_ IT HOPE I r\ 1 \`- \ 15HDPE L. D5' S4.006/ .. 1>... � ., ,. LULL. � 1 \,af :,,�. ... _-. ":; LULL - J/- \I •P""-.9rM4IA+; I,r .�.,/ .._ � - . � ; , CD i33 - I - \ ME ,003e '+'. �(� 37 ._-- ',"'-.'_`` .�-^ \ \ ♦ \ � L_JN^t•'- ' _ - 5 HOPE _,,,r/� __ 26 b F1DPE `\ i \` -I/ C B A 19 1 L •15 54.005 \ ^ \ \\ \ \ \ LG 28 PES.0.007 ' ,ls ^\\ '\" _-_./ \_ \ \\ ". a,0005 DPE (/ •( GB RIM` GCB 42D %{,B L: NO' So 003 NA \ At1 K.IGRFlLL 1HNMuvxLr o21vAc1m IN Y FEE - OE COHERE WE ]66 EE &DDT .Sao w �sA tr R 4C,'r 4R,g47T )H 91. 36O .._,. � � :: _ � ,LULL-..Yh.L3,^vl•. 1 , `x;. ��A[[I�I�T 1 � � t 5c ._.i....e...,.r,.. 2s6 'soaG 1,Oo 2q0 s,Go 4N1p "° FOREDAY VOLUME M616 CF PONCP PROFILE 12' FOP E K \ \� \ �c-6� \ \ L, 207' 5:000D D P35 V cD tl3•I a 27 i \ �" VS L15 FDFEL=M4 _I--i'- \,� v - - 15 rope _ 14 sa.00e _ \,J �\ ._ x \ L 22 50005 L 90 50005 `- 'Yji� L 96 5000e, , ,,,,,, .,ry LEi RI5 '+S, • / :� \\ \J ,,.i '��yP--,•••r��,, `7 ' • ,. 4 I5-FIOPESa006 ^-'• I` � la��s4.o24 E ` ` 570RMWATLR \ _. , ,RL.' :.'t )?'L, FDPE �l <'. L 222 Sa 005 rv- '++g'•H'+•n.,. \ LD an SOUTH -Wo l 10 1 \ CD N14 005 ,a C 91 D • I ETO G7Y OFA ^ /� O �/15 ND � I � ry•, L� • GD ft31 LULL GD i26 \S I 8 � GD tl2 12 WIDE GRAVEL 15 HOPa - ACCESS DRIVE TO I DURL INGTON - .-""�� - - 1 R HDPE �' i \ 4 7 5aa0 yR \ E . STORMWATEIp[�AREA. 33 54005 D 5 \ O rK TOPSOIL` "`'... -^'+ _ _an. �\ , \ •� PROM �VUIRD 2. L III' S•O.OD6 ^ , . �, ,' - ^ -/— TOP Oft GRAD / V-ACGWII�D IRVE 70 CIS R23 24 DSa 005 y� s2A 'L 143 SO005 "'" I6 A 19 ^\ DRIVE F/'064.- - - - /'�- - 5TORMWATER PROVIDE CURa wr Itl \L 145 5aoo5:' FOND OUTLET 5TKUCTUR SEE DEjAIU iO e PRO 2 O 501E 1 -' 16 ✓ A IS" INV. OUT, 0 .0 F .,,GRAVEL DEL NEATEN I D" INV. OUT 360.31 1� rRovlDe PERMANENT \ j I a.•. , :., , ,�-;.. ,v. , , 7H MARKfFt -- \\ice . PROVIDE CONCRETE WEIR \ \ l,. --' \ O! EIAEV, 3600 r \ ` r \ - ..x. , \ I \ \ STORM SPREADER-�, \ eW°j; ... I R a '•W� -1il>E TA IW\ �]"LI•� WET EXTENDED DETENTION POND tl \ - K ^ 3 \ ` \ / E," INV. 'Err- 357.5 1 / / ti \ \ E PROVIDE SILT R \ I Buf K ^ I DASIN VOLUME • 157,701 LF tl FENCE PRIOR TO E - _ / ,\\ ^ _ l/FFE .,• E ` \ _ -� RIM ELEVATION • 363 FT START OF GLASS TWO • \{ DOTTOM ELEVATION • 356 FT tl / E CONSTRUCTION WETLANDS WOV VOLUME • 26,256 DF \{� I t ITTT• SEE I-TR 5TOKM VOLUME 66,&03 LF V `^� DETAIL, 5HT. E21 R \ L\ tl tl \ 10-TR STORM VOLUME 92,100 CF 25-YR STORM VOLUME IX),170E' _\^ K10-YR STORM VOLUME 132026 CF `G�„�j5 TWfy WE A6 Owner & Applicant GRAPHIC SCALE SOUTH VILLAGe COMMUNITIES. U-c WO RODIN JEFFERSI ! S• I� E 0 tg SOUTHOBURLINGTON. VT 05407 ( IN FEET) THE CONTRACTOR SHAM. I. NOTIFY "0.1131E" AT I inch = 60 FL. 1-888-DIC-SAFE PRIOR TO ANY EXCAVATION. 1 • 501 IHI 1 • 5 IVI LONLRLTL >TRUL'M1E WITH REINO H CONCRETE WITH CATGN DAS1N IN GRATE R_ ACCESS INSTALL OEdR15 la WEIR!E- TO -W T ORIFILEE-\ -- n' 24' SWP IHV. dIT _�_. NYPI �x..o M• aF cRLSlED - _: lTOIE DEODING POND OUTLET 5TRUGTURE ROOF LEADER D_ 15GONNEGTION_ N_OTE5_ II UNITS I-4, U-PR 51 ♦ SO SHALL MEET TFE DISCONNECT SPED IFIGATIONS FAN-qVT WYE LISTED C0-0W AND SHOWN ON THE DISCONNECT DETAIL, 21 ALL FINISH &RADIN& AROUND HOUSES Me SHOWN FOR TYPICAL HOUSES REAOVADLE ANIMAL 5-OWN.AC Al- GRAVING SHALL BE WYE fGLUEq 5CXMN DIRECTED AWAY FROM THE STRUCTURE Ar A MAX 51 6RADE ,r CONCRETE SMASH 31 THERE SHALL BE A 25 GRASS BLOCK BUFFER FROM DOWNSPOUTS, /• /. /i. ��• �/ �/` / // `// 41 THE MAXIMUM CONTRIDUTING IWeKVIOUs LENGTH SHOULD DE 75' OR 0' MIN LESS, COMPACTED 5.) THE LENGTH OF THE DISCONNECTION DACKFILL SHOULD M EQUI TO OR &RATER THAI THE CONTRIDUTIN6 ROOFTOP OR NDN-ROOF TOP LENS7H, 6J ANY DOWNSPOUTS SHOD-D BE AT LEAST 0AWAY FROM ANY IMPERVI- 015G0NWC,T DETAIL 5 RrK.E. NITS. 6/2W15 ADDED 510EWALe, AND CURD. REVI5ED UTILITIES AND GRADING. LAYOUT KEV15'ION5 DJH/PFH 2/16/15 REVISE STORM SEWER L.AYOLY DJH IV7/14 REVISE PER 5TOKMWATER REVIEW PFH E 5/26/M REVISE PER PRO, PRELIMINARY APPROVAL CONDITIONS AY PFH OBCA ❑ RTwm MMRwR 0 NwruNNAY 5OU7H VILLAGE °A 111W3 OBOA GOMMUNITIE5, LLG i1B 2aT 2<0 PFH ORLEAR.Y-BURKE SPEAR STREET SOUTH E5LJRLINC-vTON, VT 2012-4B-813 CIVIL ASSOCIATES, PLC 5TORMWATER MANAGEMENT PLAN PAN9NZTA .we IaaxwOW1 — ��T„W POINT OF INTEREST 41 r=e0' "F'A0rz:M/'EMae'°'Wv WET EXTENDED DETENTION POND Legend PRDJECT DOMUN(Y - PROPERTY LINE - - SeTDACK ------- om. ---- ___ CONTOUR LINE 1 U.5G5. DATUM 1 ,-¢m Na;/ PROPOSED FINISH GRADE CONTOUR Q C%ISTING IRON PIPE EXISTING CONCRETE MONUMENT IRON PIPE (TO be SETT ■ CONCKII MONU TNT ITO Be 51 •II+ UTILITY POLE E EXISTING ELECTRIC)TV/TELEPHONE LINE SEWER LIFE —�� 5TORM.BB R WATERLINE x E%15TING/PROPOSED HYDRANT o..x...mw.a...+.+..=M SILT FENCE C--Soil Types5 YJr u4 VERGENNES CLAY, 7-6f SLOPES 6RA55 CHANNEL / DRY DETENTION POND 15ASIN VOLUME • 13,423 CF RIM ELEVATION • 372 FT BOTTOM ELEVATION • 370 FT WV VOLUME • 2.752 CF YR STORM VOLUME 4,610 Cr 10-TR STORM VOLUME 9,4D2 CF 25-TK STORM VOLUME 11236 LF Notes: 100-YR STORM VOLUME 13A23 CF LI ALL WATER STSTDV WORK SHALL DE IN ACCORDNlCE WITH CHAMPLAIN WATER DISTRICT "SP6GIFIGATIOM 4 DETAILS FOR THE NSTALLATION OF WATER LlN n APPURTENANCES' W ALL SeWElt n TeM WORK SHALL . IN ACCORDANCE WITH hie STATE OF VERMONT CMI AND TIE CITY OF SOUTH EORLINGTON RIDLIC WORKS 5PECIFCATIONS. 31 PLANS NOT TO 1 USED FOR PROPERTY CONKYANCE, REPER TO PLANS ENTITLED "PHASE 2 OVERALL PUT' AND 'PHTASE 2 TATTING PLAT' SOUTH VILLAGE GOMMLNITES, LLL, DATED 10/3110 Me—. DY CNIL ENGINELRING A5500IATeS INJ 4.) RFPpR TO MN 1 rROFIIIS SHII 3-61 FOR STORMWATER ELEVATIONS. SA REFER TO PLAN SHEETS el V E2 FOR EROSIgi SEDIMENT CONTROL PHASING, DRTAIL5 ♦ SPECIFICATIONS 0) RFPOU TO FUN NH 51 STORMWATER MANAGEMENT PLAN DETAILS t SRCFICATIONS FOR ADDITIOI N STORMWATM INFORMATION / :STORE INLET + OUTLET OF� EXI5TG 15" CULVER INT FOR DARTLETT DROOK OFF5ET PROJECT I STORM 51"READER / (SEE DETAIL) 16" INV. OUT, 369.75 PROVIDE SLT FENCE PRIOR TO, START OF CONSTRUCTION ITYP„ SEE DETAIL. SHT. E21 FOOTING GRAIN CONNECTION J \ —L —E ©-.-"•., fug CMD#2\r Ttt STONEL^_-- y- LHELK DAM �/ I ` "i1 DETAIL. � r / I i •• SHT. E21 1 �� , \ • •CL(p55 TARE / • I ` 4 ) • WETLMNRS / • ) I RI ,T. /i /* Ap / ./ • N_" •1 / (:,LA5i THREE • `� • • WETLANDS IMPORTANT NOTE, MOST OUTFLOW DEVICES WORK BEST IF PLACED DIRECTLY AT THE END OF THE SWALE 50 THE HORIZONTAL PORTION OF THE OUTFLOW PIPE HAS THE PROPER COVER AND THE ELBOW SHALL DE PLACED LOW ENOUGH TO ENSURE PROPER DRAINAGE DY THE LOW FLOW ORIFICE E ORIFICE w 370.0 L9" ORIFICE P 310.50 WE CORRE5POND'Nb SYSTEM LOCATION A50VEI - ONE HOLE SIZED IN EACH VERTICAL OUTLET DISCHARGE PIPE TO DRAIN THE WATER IN THE GRASSED CHANNEL. SET OR',FICE AT THE DOTTOM OF THE SYSTEM TAW POINT TO PREVENT PONJ OVER EXTENDED PERIODS OF TIME BERM A$ NECESSARY TO MAINTAIN DEPTH SPECIFIED AND PROIDE h - SLOPE OINI DITGH MIN. �%�1 \ �••'""' , AIDV GRASS IOVERIL IN GRIGOIMD 11 1� _______ L-EIE I 1/ y. MAINTAIN SWALE __ ___ ___-__ JJ ) ) / // �`" INVERT SLOPE TO DRAIN / I //`/\\ E WITH A SLOPE OF 0.001 ' LINE SWALE WITH EROSION CONTROL MATTING /\ y PT. FT. OR O65 DCP'WV5 B' DON TERRA 52 OR APPROVED EQUAL) s iAT \/ GRA55 5TORMWATER 5WALE 4O //+. / n p, _ NTS \ \ y \ / / \ / \� � / � /�� / ) Tax xM oew / / "tA M� ( — — \ • / l L 24 S.OAtp uTTre soo2Q' r 1. THE GRASS CHANNELS AS SHOWN ON THIS PLAN ARE TO be DVIL7 TO TO EET THE / r J �\ CB 43 /J /�Q/�''/.A /~ `• \ — •I/// / , p. � OGEN C MANUAL PLGULAOR ODTI! PRO PTER LR�DE THE 10 M NNEL CHANN AND `� I (�h OVIBRDANK PLOOD PTOT FIR THE GRA55 CHAN6EL5 HAVE J \ 05 R/ ' / RESIDENCUTE E TIME WRING THE WATER QUALITY IO.P" STORM EVENT). THEY VOLUME FUNCTION AS A DRY DETENTION / v.0 TO PROVIDE THE NECESSARY VOME DURING THE L- 72' Sq.074 qbl, to / // —�• -�- — �� -� / / I W \\� / / / \ '^� / \ / / / _ //' \ // /� (�\ A*# CHANNEL PROTECTION 11-YEARI AND OVERBAPK FLOOD PROTECTION III -YEARI STORM EVENT, AS PART OF I OO ) I // // _i \ A.��J I u'4't�' ODTAININ6 A STATE 5TORMWATER PERMIT, IT 15 STRONGLY RECOMMENDED TO CE CONSULT WITH THE DESIGN NNEER GI / 1\ ( /-- // DURING C,"TKUCTION TO ENSURE ALL NECESSARY ITS" INV. OUTJ 37 p,,I COMPONENTS ARE IN PLACE FOR INITIAL COMPLIANCE AND ( f '` O I J I / zAT wtf wAs A NNUA ANNUAL INSPECTIONS REQUIRED AS MANDATED IN THE STORM PERM T. I — �- — — — L ) / / " 7. ALL NEW GRAVEL SURFACES SHALL DE GRADED TO THE _, — /---L---- -' / STORMWATER \ I x II d, '><"• / EASEMENT AREA I ) I /C( \I \ / / / r� 4 \ J / J I J 1 y � )� '� / GREATEST EXTENT P05$1BLE OR AS SHOWN HEREON TO DRAIN INTO A GRASS CHANNEL LHUNEL / ORY TO OF / / r / } \ \ / / J \ / DETETENTION DASIN WITH OUTFLOW CONTROL STRUCTURE. SOUTH DURLINGTON I 1 ,I X� I t z / // I _L -� / \ -- ---/ ` '� I„:i /\ „ —�/ '/ ' 3. ANY QUESTIONS THAT ARISE ON THE PLAN RELATED TO THE OR ETHE LOONSTRUGT O5 L be DROEUGHDTEF O ATTENTION OF OLEARY-DUKKE IMMEDIATELY AT 1602) 676 9990. / ) nay / DO NOT CUT HOLES CLOSER GUT HOLES IN M° HOPE PIPE OR J TOGETHER THAN THE aa.0a j .T LARGER ACTING AS TRASH RACK 3" / / 4 43 / ,m� mr I wp 'nw� eo I +' �® GRAPHIC SCALE H D i t N a.H ; 'j35 s4 s S J DIAMETER BEING DRILLED a - AROUND PRIMARY OVfFLOW PIPE, aj OFFSET HOLES ON n- HOLES SHALL BE THE eIN w w c p SAME SIZE OUTFLOW SVCCESSIVE ROWS. DRILL AS LOW FLOW ORIFICE OR II '� Q ) \''- ,„ a. )VGA/• E HOLES ON INNER PART OF �, 5MALLER 7` INS 370.00 RIDDED PIPE. ( IN FEET V 5 ` TRASH RACK W D� — �n cL rox� min = s. rL 4 FOOTING DRAIN DETAIL 16" SOR 35 PVC VERTICAL OUTLET DISCHARGE FIFE, SET TOP OF PIPE 06' BELOW THE TOP OF THE SYSTEM ON THE DOWNHILL 510E TO ORA,N LARGER STORM NTS • o W . w • o qNN P14w w � W N ' W � ad w w ii a aRN�anwu tr pro • • 6e uxwuM I— ttrna arrow) PLAN VIEW A�RitNalRn a gN1WFA'"LI—ADIN i mREAN�Rem RfMANDER OF MEA MAY BE A. OR AS D—TED BY TIE OWING AND TUT=_ wxpmaNs nuM 1D r P rnE a %1-' =' M' Aw n.aw rY Ox (TOP Or BIOME TD BE EVEN R U)wER IN REIATCN 1m THVERT K DB0xAR0E PIPE DlxTia�EP.1 n1lLs1 •WIVOE A I AT IQI _ EvSTArG rABRC D. ONO mM1wRs oPwaL Es ' D. EA sr rND Muuaim PROFILE GAP EVENTS SACKFUL WTH APPROVED EXCAVATED MATERIAL THOROUGHLY COMPACTED CUT U-SHAPE AROUND IN B JFIS --DEDRIS/iRASH RACK OUTER PIPE TO FIT OVER PRIMARY FLOW PIPE THE SIDES OF TRENCHES HES 4 FT. OR MORE IN DEPTH 3' - 6• STONE ENTERED BY PERSONNEL— ___ _____ _ 3. LENGTH SHOWN SHALL BE SHEETED OR SLOPED TO THE ANGLE ON PLAN OF REPOSE EMERGENCY SPILLWAY DO7TOM OF 57ONE �� ELEVATION SHALL BE 3" BELOW TOP OF SWALE T ROCK FLEE CKH II APPROVED 1Ir 24" MINIMUM HDFE CORRU �' \ / G / I T PIPE ND AROUFLOW CONTRGATED OL 5TANDPIPE TO FUNLTI ON AS `-- -- - -- TRASH RACAK. DRILL HOLE5 IN�_J TRASH RACK THE SAME SIZE AS DEPRESSED THE LOW FLOW ORIFICE OR SWALE INSTALL N4" TO f CRUSHED STONE !N A 2"DEPRESSION SMALLER WITH PATTERN AS GRADE AT AT THE ELBOW TO BRACE THE OUTLET rIre 50 THAT IT DIRECTED DY ENGINEER (SEE DETAIL) OUTLET 57AY5 VERTICAL OR AS RECOMMENDED DY THE ENGINJ NOTE, LOW FLOW ORIFICE SEPARATION TO 110-01, OF STONE SHALL DE AT LEA57 6" OR A5 DIRECTED DY THE ENGINEER. 5WALE OUTFLOW DEVICE N IS STORM SPREADER/OUTFALL DETAIL WS UNOISNRDT. SOIL IF COVER IS LESSNI3H LNp1TE BOARD 2WHCHH NS SUYTABLE FOR N�pBORIIAALE OOVVEERI�,PIPE E �p� -.___ _--__ 'NAVE LE55 1HAN 21/2'POF COVER OVER THE R D IS OUTSIDE �/— IAMETER OF PIPE) S/4• TO 1-1/2" CRUSHED `` / 00� THE CONTRACTOR SHALL AT SUN f! ALL TIMES KEEP THE TRENCHES PE PIP BEOD. G FOR B„ O � B• om ENTIRELY ALLFWORK 5'MFINIISSHED 0 AND READY FOR BACKFILLING UNDISTURBED SOIL 5TORM SEWER TRENCH NTS A. law flaw orifice of bottom - Vary ilNwrtant Not thus ba ai Iamt 6" of apse betw,an Tha bottom ,f alma and In Hof Ms ari to prcwnt dmpirg: IL M1ddlfeHfIn Vauollykyv than bwflxw xltflas to albwaame amrmwaty ro auMlow prior raachly tha tap horizanM vlflca (1wT all atom aWMm, hwe thla davlca - depwud, on »a1m modeling) G Tap of nmdpipe shill be 6" belm. the iwp of ryatsm which shall be I,vd alewtlan,hxwn on pbn. Npaahould be cut to kyMl afro iNtallotian of awds ro amurc thM raguirmnww b mat. 0. Tha primary funcibn of tM olmid pipe is To function M a trash mck J to prawn, dabria from 0.014 TM low flow vifi.a Thor is why Al d' of frcba Wso Important-sM not, A obov,. It, trash r kmJ shill Mwt no layer the the low flow arMla,pacltled en Tha pMn - s,e deMll. Tha vlNm mn be at wlth a hok sow or sped, bir. Ally ploatl< bun should be removed wlih a Flle v whmewr mechonMm neumry tx amure hok, are smooth m Iasenl tlw ahmcsa of cbggiy. E. Emeyanry �illwey is a atone overtlow that should bn approxlmahly 3' babw tha top of Tha aysfwn to eNre that if NW —1. M camplatdy full of wafv, it wall avartop in that I—ti.n boat fit to reouva o flood fifuotion C-0y ar outlet IomMon) T \ (BRIM I FRAME TO CONC TAME OPENING SHALL MATCH ATCH BASIN TOP WITH NO 24' ALL BACKHLL • THOROUGHLY COMPACTED IN B" UfT$ PIPE 4000 P.S.I. CONCRETE --A.. e \�3/4• MUSHEO STONE SIMOIN ALL STRUCTURES SHALL BE DESIGNED BY A STRUCTURAL ENGINEER TO WITHSTAND AN H2O LOADING REQUIREMENT ALL PIPE OPENING SHALL HAVE A WATERTIGHT FLEXIBLE PIPE SLEEVE OR GASKET. V —vNCIS I.R.U. SOIL E%TEN. BF.DOING TO PREGA5T CATCH DA51N Owner & Applicant SOUTH VILLM£ COMMUNITIES LEG IL/O ROSIN JEFFEK51 P.O. GO x 2266 SOUTH DURLINGTON, VT 05407 FIE CONTRACTOR SHALL NOTIFY "DICSAFE' AT 1-BBB-0IG-SAFE PRIOR TO ANY EXCAVATION, EXAMPLE OF A 5WALE OUTFLOW DEVICE EXAMPLE OF AN 6' DOTTOM 2' DEEP 5WALE ON ITOON`KPREEVEN�rl� DIF�IT GONTROL Legend -HE ON-STE COORDINATOR SHALL INSPECT THE SITE AND THE SEDIMENT CONTROL MEASURES A MINIMUM OF 'KOJECT BOUNDARY ONCE EVERY SEVEN DAYS. PRIOR TO PREDICTED STORM EVENTS AND WITHIN 24 HOURS FOLLOWING ANY PRECIPITATION WITH A VOLUME LARGE ENOUGH TO DISCHARGE RUUN-OFF FROM THE SITE. THE WEEKLY PROPERTY LINE REPORT AND EROSION CONTROL PLAN WILL DE KEPT ON -SITE. CONSTRUCTION FOR SUBSEQUENT----- CONTOUR LIRE 1 USbS. DATUM I I -_ PHASES SHALL NOT COMMENCE UNTIL SL,FFIC PEN' AREA HAS BEEN --- nO----_-__- / STABILISED IN THE PREVIOUS OR PHASE TO LIMIT DISTURBANCE TO LE% THAN Z ACRES AT ANY ONE TIME. FROF05ED FIN15H GRACE CONTOUR \ / NO HOUSE CONSTRUCTION OR FURTHER PHASES MAY COMMENCE UNTIL THE PERMANANCNT STORM SYSTEM IS INSTALLED AND STADIL IZED4 Q EXISTING IRON PIPE 0 EXISTING CONCRETE MOMAENT 6 NOTE FOR CONSTRUCTION OGGURRING BETWEEN ODTOBER D AND APRIL D REFER TO THE WINTER ER NTR F L ER N : IRON FIFE ITN DE SIT LONLRE'F IIOIAAEtTT PTO DE SET I-S?ORMWATER 5"5TEM IPOI s2i AND PRESERVE ROAD (STA. 10+00 - MTLIrY rDl� lU'I 1 � i - P�� 4 18+84) - T e EXDr1NG ELECTRIClTv/TFLEPFDK uNE TYP. STONE ' L96 A__ 5 D_5�ACDED r /1 t_% ACRES DISTURBED , MAJOR M)T5O AREATION ITEM SEWER LINE / rHE 5 DAM TT / L MARK LIMITS OF AREA TO DE INSTALL DT COCA -ION MAINTAIN UNTIL 5 COMULIFTE a STORMLINE J/l ;V ISFFg DETAIL, (to DISTURBED. FENCING N LOCATIONS WITHIN PHASE I IS GOMLETED '1 SHOWN ON PLANS. AND STADIL I2lD. W WATERLINE / � SHT EM ]. INSTALL SILT FENCING AND INSTALL SILT FENCING AND MAINTAIN SILT PENCE AND RCMOVC EXISTING/PROPOSED HYDRANT �y "�-^ STABILIZED CONSTRUCTION 5TAB ILIZED CONSTRUCTION DEPOSITS OF SILT. REMOVE AND -""'"-' SILT PENCE ENTRANCE ENTRANCE AT LOCATIONS REPLACE STOPS AT ENTRANCE AS ( Fe !_/•,J, / 39 /,� { ' S5 Ir SHOWN ON PLAN. ORDERED BY -HE ON-51TE COORDINATOR. J. GITOCXF AND TOPSOIL ANY STUMPS ARE INSTALLED OF AT AN APPROVED DISPOSAL SITE. A SILT STODKP LING FENCE IS TO DE INSTALLED AROUND THE BASE OF STOCKPILE Soil Types THE STOCKPLACEMENT. ALE IS TO DE SEEDED AND MULCHED WITHIN 4e HOURS OF PLAT PENT. VERGENES CLAY. T-ef %.OFFS 4. SYSTEMCONSTRUCT THE AND SILT FENCE SHOULD ALREADY D! INSTALLED, EXCAVATE /OR COV NGTON SILTY CLAY e 1 •� 42 \ ' O I / 16 / SYSTEM PD1 4D1 AND SWALE CONSTRUCTION, INSTALL SYSTEM AS DE 5 e5T, TOPSOIL, /� V� I _-_' g7 j I 64 i OUTFLOW DEVICE. SEED AND MULCH AS SOON AS FINAL GRADE IS ESTADLIS/ED. yL I( 5, CONSTRUCT 'RESERVE ROAD SILT FENCE SHOULD ALREADY DE INSTALLED. EXCAVATE FOR ROAD SEDIMENT COLLECTED IN �.-'I - 43 \ \ f 53 aJb. 65J 17 1 15TA. O+OO - Ie-841 CONSTRUCTION. INSTALL ROAD + UTILITIES AS DESIGNED, TOPSOIL. 5TOKMWATER AREA] DVR NG LCH SOON AS FINAL GRADE I5 ESTABLISHED. Y rs .�.+' \ SEED AND MUAS CONSTRUCTION SHALL DE j1 r-' ST RMWATER I' _ �j ^ , / ��• / CLEANED OUT AFTER g DE NTION ARE 1 J, -� �- '` 16 PHASE 2-STORER50N SYSTEM (POI -2 STORM AGGE5S ROADS AND PORTION IMF EESNTKT1�r15 COMIRA3TItUC-UKE { IPOI 12, 5EE P AN 44 \ `.; 52 OF NORTH JEFFERSON ROAD ISTA. 26122 - 27+841 - 2.0 AGRE5 D15TUR6EG 1 / WORK AND AFTER ANY SHT. V) p UAL OUI INDIVIDUAL IT I. / / \ \ / i -/ A 1 1Y ' TRUGT 1 CONSTRUCTIOA - IA I MARK LIMITS OF AREA TO DE INSTALL GONSTKULTION MAINTAIN UNTIL CONSTRUCTION I PROVIDE SILT \ 45 \ C / ( DISTURBED. FENCING, AT LOCATIONS WITHIN PHASE 2 15 GOMPLELED PENCE PRIOR TO ) i SHOWN ON PLANS. AND STABILIZED. START Or 2. INSTALL SILT FENCING AND INSTALL SILT FENCING AND MAINTAIN SILT PENCE AND REMOVE - CONSTRUG. 1 STADIL IZED CONSTRUCTION STABILIZED CONSTRUCTION DEPOSITS OF SILT. REMOVE AND RESTORE INLET r OUTLET OF DETAIL. SHT. EOJ ENTRANCE ENTRANCE AT LOCATIONS REPILACE STONE AT ENTRMNGE AS EXISTING B' CULVERT FOR DARTLETT v SHOWN ON PLAN, ORDERED DT THE ON -SITE COORDINATOR. BROOK OFFSET PROJECT PRIOR TO 3. GSTO ING AND TOPSOIL ANY E 15 -ARE DISPOSED OF AT AN APPROVED DISPOSAL SITE. A SILT ANY WORK WITHIN THE DARTLETT \ 4/ \ \\ STOCKPILING FENCE IS -O DE INSTALLED AROUND THE BASE OF STOCKPILE. BROOK WATERSHED TLC STOCKPILE IS TO DE SEEDED AND MULCHED WITHIN 4e HOURS OF `a \ \ 1 PLACEMENT � _ 4' CONSTRUCT THE STORMWATER SILT FENCE SHOULD ALREADY DE INSTATED. EXCAVATE FOR - ��, SYSTEM IPOI 4E AND SWALE CONSTRUCTION, INSTAL L SYSTEM AS DESIGNED, L. STADIL ZAT ION OUTFLOW DEVICE. SEED ANO MULCH AS SOON AS FINAL GRAMIS ESTABLISHED. IN ANY POK-ION OF THIS PROJECT CONTAINING GRASP III G1-ANNELS / DR7 DETENTION DA51NS OR WET EXTENDED 5. CONSTRUCT NORTH SILT FOCTI SHOULD AIR ROAD DE UTILITIES LEAS DESIGNED.. FOR ROAD DETENTION FONDS, THE STORM SYSTEM I5 TO DE ; +'r O.O ACRES DISTURBED JEFFER -2 ROAD CONSTRUCTION, INSTALL ROAD +UTILITIES AS is TOPSOIL. CONSTRUCTED FIRST AND THUS IF ANT COMTRUCTION OF DTA.L6+Z2 - 2'ANM41 SEED AND MULCH AS SOON AS FINAL GRADE IS ESTABLISHED. ROADWAY, DRIVES OR HOUSES 19 ABOUT TO GOMMOK.E, sC PHASE ` 3- PORTIONS OF NORTH JEFFERSON ROAD ISTA. 26H22 - 25+33 / 0-w THE5TOKMWATER SYSTEM SHOULD D! FULLY 1241M Alp PRESERVE ROAD (57A 25+33 - 1Mfy4I - L33 AGRE5 DISTWCDE[7 CONSTRUCTED AND STABILIZED. 92 / 3 i 2 IF THE AREA IS NOT FULLY VEGETATED, ADOPTINAL MAJOR DONS TION I1EM SEED AND MLLGH, HYDROSEED OR MATTING SHOULD BE THOSE e 1 1. MARK LIMITS OF ARCM TO D! INSTALL CONSTRUCTION MAINTAIN UNTIL CONSTRUCTION INSTALLED PRIOR TO COMMENCEMENT OF ANY OTHER 0.5 ALRCS DISTURBED J I 31 I R0 / DISTURBED. FENCING AT LOCATIONS WITHIN PHASE 3 IS COMPLETED CONSTRUCTION AND TH15 PLAN 15 PRIMARILY TO SHOWN ON PLAN5. AND STABILIZED. INCORPORATE ALL THESE AREAS ON ONE PLAN IN ORDER FOR THE GON-RA TO FOCUS ON THE 5TAMLMATION ]. INSTALL SILL FENDING AND INSTALL SILT FENCING AND MAINTAIN SIL7 FENCE AND REMOVE OF THAT 51STEM AND MAKING SURE IT WORKS 5TADILIZED GON5TRUGTION 5TADILIZEO CONSTRUCTION DEPOSITS OF SILT. REMOVE AND DESIGNED BEFORE WORKING ON ANYTHING F1SE ENTRANCE ENTRANCE AT LOCATIONS REPLACE STONE AT @NTRANGE AS i.71 SHOWN ON PLAN DROOLED OT THE ON -SATE COORDINATOR, J. WE ADVISE THAT PRIOR TO AND OlR'.I1G DOMTRUCTION 1 3,0 10 1 PROVIDE c1 �IOR TO 3. GRL.ODING AND TOPSOIL ANY STLAIPS ARE DISPOSED OF AT AN APPROVED DISPOSAL 517E A SILT TO CONTACT THE ENGINEER AT 1e02 e7e-999D TO IlA1 9 START OF STOCKPILNG FENCE IS -O DE INSTALLED AROUND THE BASE OF STOCKPILE ENSURE ALL ADOVE MAIN ODJECTIMES ARE UNDERSTOOD �j� I I / THE STOCKPILE IS TO BE SEEDED AND MULCHED WITHIN 46 HOURS OF AND CAN Be MET. 1�95J1 I' ;,, / CONSTRUCTION (TIT. SEE PLACEMENT I' ) 3)V _ DETAIL, SHE, E71 4. CONSTRUCT NORTH SILT FENCE N., INSTALL ALREADY DE INSTALLED. A. EXCAVATE FOR ROAD IST&JEEFF2 -2 ROAD CONSTRUCTION. INSTALL ROAD +UTILITIES A5 5E5IGHFD, TOPSOIL, 96 '1• <3 6 I$TA, 76+ZZ - 77«941 SEED AND MULCH AS SOON AS FINAL GRADE IS ESTADLISFED. PHASE 4- PSEDIMENT GOLLECTED INORTION OF NORTH JEFFERSON ROAD ISTA. 12+10 - 17+301 AND <* �� -- 7 STORMWATER AREAS OURING GHURGHILL STREET ISTA. IO+00 - 17+64) - 198 AGRE5 DI5TURDED MAINTENANCE PLAN --' - - CONSTRUCTION SHALL BE MAJOR / GLEANED OUT AFTER t;m >,_ 6 DONS TI I MAINTEMANCAE SYSTEM MAINTENANCE IS IMPORTANT FOR TREATMENT AND CONTROL OF STORM RUNOFF FROM THE IMPERVIOUS SURPAGES ""'- 11 i'\ 36 (' 1 1 CONSTRUCTION IS COMPLETE I MARK LIMITS OF AREA TO DE INSTALL CONSTRUC-ION MAINTAIN LM71L CONSTRUCTION III PARKING. AND WALKWAYI. THE FOLLOWING ELEMOITS FORM THE MINIMUM RCOUIRCMENTS� LIFTER INITIAL INFRASTRUCTURE WORK AND AFTER ANT DISTURBED, FENCING N LOCATIONS WITHIN PHASE 4 IS COMPLETED 1 ;\ I�j / INDIVIDUAL DUILDING SHOWN ON PLANS. AND STABILIZED. I THE THENER FOJOKLLOWING REP LNG ITEMS SHALL rERF EW 1, CONDITION TI AMF THE AND POLLN. CO DITION CANT LARGO STORM CJ" THE FOLLOWING ITEMS SHALL IM REVIEWED, MY THE PRESENCE 01 THE EROSION (IF CONDITION OF THE DITCH I 1. \;II CONSTRUCT ON. 2. INSTALL SILT FOILING AND INS' -ALL SILT CONSTRUCT AND MAINTAIN SILT SILT. AND E AND SURFACES. DEPTH OF ACCUMULATED SEDIMENTS ANTI. THE PRESENCE BS EROSION (IF AMYL CONDITION OF THEOR STORY PIPES. AND THE CODITION OF THE PIPE INLETS AND OUTLETS. ANY OBSERVABLE DEGRADATION OF THE STORM SYSTEM `\.� STORM WATER DETENTION 7TADILIZEp GOP-ICUGTION STAB'L IZEO CONSTRUCTION OlPO51T5 OF SILT. REMOVE AND �L � NOTED. )� 1 1 AREA r01 41, SE! PLAN ENTRANCE ENTRANCE AT LOCATIONS RCPLAG! STONE AT ENTRANCE AS SHOWN ON PLAN. OROFRCO BY THE ON -SATE COORDINATOR. 2, THE OWNER IDR RE7RKSOITATIVO SHALL COMPLETE REPAIR OF ANY ITEMS. AS REWIRED TO MANTAIN OPTIMA- SYSTEM SHT. SK 3, GRU0151I AND TOF501L ANY STUMPS ARE DISPOSED OF AT AN APPROVED DISPOSAL SITE A SILT OPERATION. A- A MINIMAI, THE FOLLOWING ITEMS SHALL DE INCLUDED• CKrIL /� I STOINCi FENCE ND NCE IS -O DE INSTALLED AROUND THE DAME OF STOCKPILE. )3 THE STOCKPILE 15 TO DE SEEDED AND MULCh£D WITHIN 4e HOURS OF A ANY ERO510N GULLIES 6 INCHES OR DEEPER SHALL BE FILLED AND VEGETATION ESTABLIN ISHED THE DISTURBED AREA PLACEMENT. 4, CONSTJEFFERSON NORTH 5 LTCON FENCE SHOULD ALREADY DE INSTALLED, EXCAVATE FOR ROAD D. 059D OF ACCUMULATED TO A DEPTH OF MORE TI NN 6 INCHES IN THE ROAD THE STATE SHALL BE 71ONREMOVEDSHALL AND r JEFFERSON ROAD CONSTRUCTION, INSTALL ROAD +UTILITIES AS DESIGNED, TOPSOIL, DISPOSED OF IN AN UPLAND AREA THAT IS NOT WITHIN ADO FEET OF WATERS OF THE STATE VEGETATION SHALL DE � ✓9 ' /) ISTA D+O - T/+3DI SEED AND MULCH AS SOON A7 FINAL GRACE IS ESTABLISHED. ESTABLISHED IN ALL DISTURBED AREAS. I 5. CONSTRUCT GHURGHILL SILT FENCE SHOULD ALREADY DE INSTALLED. EXCAVATE FOR ROAD C. VEGETATION SHALL DE ESTABLISHED AS NEEDED. IN AREAS OF DARE SOIL THIS 15 FARTIGLLARLY IMPORTANT IN STREET GONSTRUCTION. INSTALL ROAD 4 UTILITIES AS OE5IGNED TOPSOIL. FlAW AREAS WHERE VEGETATION PROVIDES SEDIMENT REMOVAL DTAOWNl4I SE ID - 17+ED IRO RR MULCH AS SOON AS FINAL GRADE 15 ESTABLISHED. D SILT FENCES SHALL BE USED IF NEEDED TO PREVENT EROSION AND AID IN THE ESTABLISHMENT OF VEGETATION P.-'At -l_ S _ 10:Z. ;ON OF NOQT+ .EFFEK50N ROAD I5�A .17. j4 j�j,.4 1 THESE TEMPORARY IEASURES SHALL BE REMOVED AFTEi THE SITE IS STABILIZED AND THE RISK OF EROSION IS REDIKFD. / r 1.26 kGRES D.5`vRBEG E THE GRASSED AREAS SHALL BE MOWED AS NEEDED TO PREVENT THE ESTABLISHMENT OF WOODY VEGETATION CONSTRIJCEMTI N IT� GRAPHIC SCALE 1 MARK LIMITS OF AREA TO DE INSTALL CONSTRUCTION MANTAIN UNTIL CONS -RUCTION DISTURBED. FENGING AT LOCATIONS WITHIN PHASE S 15 COMPLETED SHOWN ON PLANS. AND STABILIZED. / 2. INSTALL SILT FENCING AND INS -ALL SILT PIERCING AND MAINTAIN SILT I ICE AND REMOV@ Notes: 5-ADILIZED CONSTRUCTION STABILIZED CONSTRUCTION DErOSITS OF SILT. AND AND (IN FEEL ) ENTRAPKG ENTRANCE AT LOCATIONS REPLACE STOLE AT ENTRANCE AS E� L Inch = 100 It P"41P"a' 5HOWN ON PLAN OROCRED BY THE ON -SITE COORDINATOR. D ALL wATR SnIEM WORK SINLL OR N ALCORDANLE K �; , _ -- WITH LHNNFLAN WATR DISTRICT ^MIL IIILATXYtl ♦ R 3. GRADING AND TOPSOIL ANY STUMPS ARE DISPOSED OF AT AN APPROVED DISPOSAL SITE A SILT °'- LSETA LS POPS THE INSTALLATION OF WATER LINES STOCKPILING FENCE IS -O BE INSTALLED AROUND THE EASE OF STOCKPILE. CONSTRUCTION OF DRIVEWAY i INDIVIDUAL HOMES MI- LIMIT TO 111 2 ACRES P15TUKDED AT ANY ONE TIME AMVRioNNLES' THE STOCKPILE 15 TO DE SEEDED AND MULCHED WITHIN 40 HOURS OF COIATRVCTION ITEM PLACEMAIALL s6MOt SYSTEM WORK "" DE IN AGLORDAIGE L MARK LIMITS OF AREA TO BC INSTALL CONSTRUCT IDN MAINTAIN UNTIL CONSTRUCTION WITH T,E STALE OF VRMOT EAS AND THE CTY OF JUL i 4. CONSTRUCT NORTH SILT PENCE SHOULD ALREADY DE INSTALLED, EXCAVATE FOR ROAD . GCOMPLETED EOLITH IXJNLINGTQJ PIALIL WORKS SUIFK,ATIa1b. JEFFERSON ROAD CONSTRUCTION, INSTALL ROAD UTILITIES AS DESIGNED DISTiRDEDFENDINAT LOCATIONS WITHIN THOSE 6 IS C . TOPSOIL. SHOWN ON PLANS. AID STABILIZED. ,L PLAID NOT -O KE IDES IOR MOPETY LOIAJEYANK,E. +� ISTA. OT+b4 - bM91 SEED AND MULCH AS SOON AS FINAL GRACE IS ES'ADI, ISFED. Z. IN57ALL SILT FENCING AND INSTALL SILT FENCING AND MAINTAIN SILT FENCE AND REMOVE REFER TG FIND ENTITLED '",`E 2 ONRALL PUT' PHASE 6-P VATE RIVE S7A. O - 14«68. 131 STABILIZED GON5TRUL.TION STABILIZED CONSTRUCTION DEPOSITS OP SILT. REMOVE AND AND rwAx I _OTT NG N T' SOUTH y1uAGE 0.50 AGRE5 G151l1RBED ENTRANCE ENTRANCE AT LOCATIONS REPLACE STONE AT ENTRANCE AS L0ININI IFS• ". DATED KI/]VB PREPARED DT CIVIL SHOWN ON PLAN ORDERED D7 THE ON -SITE COORDINATOR ONE,IN�IILNG A550LIATES, INC. �I,E� O� -1 �. PPS p e. �• MAJOR CONSTRUCTION I710A 3. GRUBBING AND TOPSOIL ANY STUMPS ARE D15PO5M Of AT AN APPROVED DISPOSAL SITE. A SILT 4J REM TO PAN ♦ PROFIIE5 SHEETS 3-N FOR �JW V G}J+:q,YY 8i Ca Iyc: I. MARK LIMITS OF AREA TO BE INSTALL CONSTRUCTION MAINTAIN UNTIL CONSTRUCTION 5TORMwM ELEVATIONS. DISTURBED, FENDING AT LOCATIONS WITHIN PHASE 6 15 COMPLETED STOCKPILING TEE E5 IS TO DC INSTALLED SEEDED A THE BASE OF WITHIN 4IlE. TEE STOCKPILC I] 70 t# SEEDF_D AND MULCHED WITHIN 46 HOURS OF SHOWN ON PLANS. AND STABILIZED, PLACEMENT 3U REFER ASHEET E2 FOR EROSION + SEDWf IM GOMROL UE DETAILSILs + SPELFILATIDN5 6/7J/5 ADDED SIDEWALK AND GIRD, REVISED UTILITIES AND GRADING. LAYOUT REVISIONS DJH/PFH 2. INSTALL SILT FENCING AMC) INSTALL SILT FENDING AID MAINTAIN SIC- FENCE REMOVE W ROPER TO PLAN SHEETS SI ♦ 52 STORMY/ATER a°}T 11/D/4 REVISE PER 5TORMWATEK REVIEW RY PFH STABILIZED DONS -RUCTION STABILIZED CONSTRUCTION DEPOSITS OF SILT. RFJIOVE AND .':[:� -..` ` MANAGOIDR PL.W, MEAILs a 5E111LATIDNN IOR ARIIIIIIAA ADDITIONAL STORMWAR I - ION .� 01 ►/ �, 910� ❑ REOMON _ c NRa4W ANY SOUTH VILLAGE 11013 ENTRANCE ENTRANCE AT LOCATIONS REPLACE STONE AT ENTRANCE AS SA , pS,E SHowN ON PLAN. ORDERED BY THE ON -SITE COORDINATOR FINISH WORK COMSTRUGTION ITEM - - - °'K�y%; "°'T COMMUNITIES, LLG '26,24H 3. GRUBBING AMC) TOPSOIL ANY STUIPS ARE DISPOSED OF AT AN APPROVED DISPOSAL SITE A SILT L ROAD SHOULD DE COMPLETED INSTALL STONE CHECK MAINTAIN UNTIL CONSTRUC710N IS - OHCA STOGKPILENG PONCE IS TO DE INSTALLED AROUND THE CASE OF STOCKPILE. CHECK KOAD51DE SWALE$ AND DAMS IF THERE AKE ANY COMPLETED AND MONITOR VEGETATION. *� OTT r A TV_UTTi] VC THE STOCKPILE Is To Be SEEDlD AID MULCHED WITHIN 4e HOURS of CULVERTS ERosION ISSUES. STONE CHECK DAMS MAr T70 EED to s1nr. -� - s �� AaFN 1-EAl\2 BURXG SPEAR STREET SOUTH Bl1RLIWv'ON, VT 20,E-4e-813 SILT " T. THE CONTRACTUN SHALL NOTIFY Y 'DIOSAFE7 AT - �r BHT- CWM ASSOCIATES, PLC 4. CONSTRUCT PRIVATE OR.VE SILT FONGE SHOULD ALREADY D! INSTALLED, EXCAVATE FOR DRIVE 2 TAKE DOWN SILT FENCING AND OVERSEES SPARSLET CHECK FOR KIVLETS IN STEEPER TERRAIN 1-Gee-DID-SAFi PRIOR lO ANY AKE SUREEKCAVATON. 1 AIR1® \<s ' OWB EROSION '' SE PENT BTA. 12 O.00 - 14-6e.131 GONSTRI/GTION, INSTALL ROAD •1 UTILITIES AS OESIGNCD, TOPSOIL. ENTRANCE ONCE COMPLETED APSTRUCTION INMULGH WHERG &RA55 E, DEDRK55NOROUTFLOW DEVICES AND THE 'iI//N�I ��,� wcOa+oaaTs a+rh ---- SEC AND MULCH AS 50ON AS FINAL GRADE s ESTABLISHED. AAZINNIAAA E,a;,� CONTROL PLAN E NEEDED. ARE IN GOOD WORKING ORDER 1'=POOP PLLae FAY a.A� PHASING SCHEDULES EK05 I ON CONTROL 5PEC, I F I GAT 1 ON5 I. ADDITIONAL EROSION CONTROL 5HALL BE INSTALLED AS DEEMED NECESSARY DY THE GI TT INSPECTOR. 2 SEE OTHER DRAWINGS OF THESE PLANS POR ADDITIONAL 570WWATM AID EROSION CANTROL SPECIFICATIONS AMC) DETAILS, 3. THE ROADWAY AND YARD FINISH GRADE SLOPES SHALL NOT DE STEEPER THAN 3 ON 1. THE FINISHED GRADE SLOPES SHALL DE IMMEDIATELY GRADED AND MULCHED. 4. SHOULD ANY DISTURDED AREA REMAIN UNMARKED FOR MORE THAN T DAYS THEN THE AREA SHALL Oe MULCHED OR TEMPORARILY SEEDED WITH ANNUAL RYE TOPSOIL SHALL be PLACED, DE SEEDED AND MA.CHED WITHIN TWO 12) DAYS AFTER ACHIEVING FINK. GRADE 5 ALL SEDIMENT REMOVED FROM SEDIMENT CONTROL PRACTICES A$ A PART OF MAINTENANCE SHALL OE DISPOSED OF IN AN AREA THAT 15 A) LESS THAN 52 SLOPES - DI AT LEAST 100 FT FROM ANY DOWN 5L.OPE WATER BODY OR CONVEYANCE TO A WATER DOOY INCLUD ING, 5TOKM PRA IN IN..E- OR DITCH' LI VEGETATED. PERMANENT STABILIZATION OF SEDIMENT SHALL Be IMMEDIATELY IMPLEMENTED FOLLOWING, D15POSALr 6. FOR ANY AREA TO DE 5TADIWZED FOR WINTER VEGETATIVE COVER, SEEDING MUST be COMPLETED NO LATER THAN SEPTEADER STHI Y. ANY AREA TO DE STABILIZED FOR WINTER THAT DOES NOT HAVE E5TADLISHF.D VEGETATION DY OCTODER BTH MUST be STABILIZED DY ANCHORED MULCH AT THE WINTER APPLICATION RATE, OR OTHER APPROVED 5TADILIZATION MEASURES EG. ROLLED EROSION CONTROL PROJEGTL DORMANT SEEDING AEG, WITH WINTER RYE) IS RECOMMENDED, 6. D15TURDED AREAS *ORDERING AND DKAINING TO ROADS MUST HAVE AN APPROPRIATE SEDIMENT BARRIER SPARING THE EDGE OF DISTURBANCE TO PREVENT WASHING OF SEDIMENT ONTO ROADWAYS OR INTO ROAD DITCHES. R THE EROSION CONTROL METHODS USED DURING CONSTRUCTION OF THE DEVELOPMENT SHALL PROCEED IN THE FOLLOWING 5EQUIENCO A 7EE CONTRACTOR SHALL INSTALL AND MAINTAIN STONE CHECK DAMS. 51LT FENCES, AND OTHER EROSION CONTROL MEA51LICE5. IF REWIRED, AS ORDERED BY THE ENGINEER. THE EROSION CONTROL MEASURES SHRILL DE MAINTAINED AND REPAIRED AFTER EVERY RAINFALL UNTIL THE NEW IMPROVEMENTS AKE PAVED AND ALL DISTURDED AREAS HAVE BEEN GRASSED. THE RePAR OF THE EROSION CONTROL MEASURES WILL INCLUDE REMOVING ANY SEDIMENTATION. THE SEDIMENT MAY DE PLACED AS PILL IN THE LOW AREAS, IF APPROVED DY THE ENGINEER. -HE USE OF HAY DALES 15 NOT ALLOWED. e') THE TOPSOIL SHALL DE REMOVED FROM THE AREAS TO DE GRADED AND STOCKPILED. STAKED HAY DALES OR A SILT FENCE SHALL Me PLACED CONTINUOUSLY AROUND THE DOTTOM OF THIS PILE. CI IN AREAS NEAR THE NEW CONSTRUCTION TFE CONTRACTOR SHALL ML05E THE TRUNKS M TREES TO DE SAVED WITH WOODEN SNOW FENCING ALONG THE DKIPLINE TO PROTECT THE PROM INYU Y. DI THE SITE GRADING WILL THEN DE DONE, AND THE PIPELINES WILL DE INSTALLED TIMED IATELY FOLLOWING, GRADING. THE CONTRACTOR WILL INSTALL AND MAINTAIN HAY DALE *LET PROTECTION AROUND THE CATCH BASINS UNTIL THE ROADWAY HAS DEEN PAVED AND GRA55 HAS DOWN ESTABLISHED ON THE 51LOPE5. EI THE CONTRACTOR WILL TOPSOIL, SEED. AND MULCH THE DISTURDED AREAS WITHIN 5 DAYS OF ACHIEVING FINAL GRADE. FI OPEN CUT AREAS 5HALL DE MULCHED OUTSIDE OF ACTUAL WORK AREAS, AND HAY DALES SHALL DE EMPLOYED TO CONFINE SEMI WASH AND RUNOFF TO THE IMMEDIATE OPEN AREA AS ORDERED BY THE ENGINEER. ER05 I ON AND 5ED I MENT CONTROL 5EQUENC I NO ) IWINLEK 51ADILIZATION WORK TO DE COMPLETED PRIOR TO OCTODER 15) I. CONSTRUCTION FENCING TO DE INSTALLED TO MINIMIZE THE AREA TO DE D15TURDED. 2. SILT FENCING TO DE INSTALLED AT DOWN -GRADIENT LOCATIONS TO PREVENT ANY 5LT FROM EX O ITING SITE. 3. INSTALL STONE ACCESS ONTO SITE. 4. STONE GHEGK DAM(51 TO 5E INSTALLED IN 5WALE5 (AS NEGE55ARY). 5. EXCAVATE FOR FOUNDATION, STOCKPILE FILL AND/OR TOPSOIL AND SURROUND WITH SILT FENCING. WITHIN 24 HOURS PROVIDE MULGH OR EROSION GONTROL MATTING OVER STOCKPILES. 6. INSTALL HOUSE SERVICES AND DAGKFILL ALL EXCAVATIONS. PROVIDE STABILIZED WORK AREA AROUND HOUSE, 7. EROSION CONTROL MATTING TO DE UTILIZED IN DRAINAGE 5WALE5 AND ALL DISTURDED AREAS ON 51-E. 8. EROSION CONTROL MEASURES TO DE INSPECTED AND MAINTAINED DURING THE G0145TRUCTION PERIOD. 9. AS EARLY A5 P0551DLE IN THE SPRING, THE FINISH SITE GRADING. TOP501LINC•R AND SEEDING WILL DE COMPLETED. THE EROSION CONTROL MEASURES ARE TO DE MAINTAINED UNTIL GRASS 15 ESTABLISHED. SNOW MANAGEMENT PLAN FOLLOWING THE ACCUMULATION OF ANY 5NOW FALL EVENT WHICH GENERATE5 MORE THAT I" OF SNOW OR ICE THE 51TE SHALL DE CLEARED AND ALL SNOW AND IGE STORED IN THE IDENTIFIED SNOW 5TORAGE AREA5 ON THE EP5G GON5TRUCTION PLAN5. ALL SNOW STORAGE AREA5 SHALL DE DOWN GRADIENT OF ANY 015TURDED AREA5 AND THE STORAGE OF SNOW IN 5TORMWATER TREATMENT STRUGTURE5 15 PROH 16I TED. WINTER CON5TRUCTION REQUIREMENT5 I. ALL WORK SHALL DE IN ACCORDANCE WITH THE VERMONT 5TANDAKD5 + SPECIFICATIONS FOR EROSION PREVENTION AND SEDIMENT CONTROL (20061. 2. PROVIDE ENLARGED ACCESS PONI 57ADILIZED TO PROVIDE FOR SNOW STOCKPILING, 3. A MINIMUM 25 FT BUFFER SHALL DE MAINTAINED FROM PERIMETER CONTROLS SUCH AS SILT FENCE. 4. DRAINAGE STRUCTURES W57 DE KEPT OPEN AND FREE OF SNOW AND ICE DAMS. 5. SILT FENCE AMC) OTHER FRAGTCS5 REQUIRING EARTH DISTURDANCE MUST DE IN57ALJ-EP AHEAD OF FROM GROUND. 6. MULCH USED FOR TEMPORARY STABILIZATION MUST ME APPLIED AT DOUDLE THE STANDARD RATE. OK A MINIMUM OF 3 INCHES WITH AN 50-IOZ COVER 7. TO ENSURE COVER OF DISTURDED SOIL IN ADVANCE OF A MELT EVENT, AREAS OF DI5TURDED SOIL MUST DE STABILIZED AT THE END OF EACH WORK DAY. WITH THE FOLLOWING EXCEPTIONS, IF NO PRECIPITATION WITHIN 24 HOURS 15 FORECAST AMC) WORK WILL RESLWE IN -He SAME DISTURDED AREA WITHIN 24 HOURS. DAILY STABILIZATION 15 NOT NECESSARY. DI5TURDED AREAS THAT COLLECT AND RETAIN RUNOFF. SUCH AS HOUSE FOUNDATIONS OR OPEN UTILITY TRENCHES. 5. PRIOR TO 57ADILIZATIOK SNOW OR IGE MUST DE REMOVED TO LE55 THAN I INGH THICKNESS. R. USE STONE TO STABILIZE AREAS 5U1GH AS THE PERIMETER OF OUILDING5 UNDER CM57RUGTION OR WHERE CONSTRUCTION VEHICLE TRAFFIC I5 ANTICIPATED. STONE PATHS SHOULD DE 0-20 FEET WIDE TO ACCOMMODATE VEHICULAR TRAFFIC. O. IN AREAS OF DISTURBANCE THAT DRAIN TO A WATER BODY WITHIN 100 FEET, TWO KOW5 OF SILT FENCE MUST DE INSTALLED ALONG THE CONTOUR. WINTER IN5PECATION 5GHEDULE AFTER A THAW OR A RAINFALL GENERATING RUNOFF FROM SITE INSPECT SILT FENCING WITH SKI TAPE X IN5PEGT AREAS TEMPORARILY MULGHED X INSPECT TEMPORARY 5TOCKPILE5 X IN5PEGT 5TAE51LIZED CONSTRUCTION ENTRANCES X INSPECT AREAS THAT HAVE BEEN TO-501LED + MULGHED X IN5PEGT 5TORMWATER 5WALE5. SPREADERS. OUTFLOW OEVICE5 X rvores: 0 NORTH AMERICAN GREEN ERMON CONTROL. Po fi, GpxranWd SOLUMN) Ib4E HIGHWAY 41 MONTH EVNNNLLE N OT126 epD-nz-zpNo .neprrn.mm SLOPE INSTALLATION APLICACIONES PARA TALUDES OF UME. FERTIL M. AND SEED. 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY MPLICATION NOTE WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA CELL-O-SEED MUST BE INSTALLED WRH PAPER S1DE DOWN. Z. BEGIN AT THE TOP OF THE SLOPE BY ANCHORLNO THE BLBEYO IN A a' (1$ CM) DEEP % 6' (1S CM WIpE RKENCH WFH APPROXIN4TELV 12' (JOcm) OF BLANKET EIOENDED BEYOND 1HE UP-S m PORTION OF THE CENCH. AN CAR TiE BUNNETS WDH A ROW OF STAPLE$/STRIKES APPROXIMATELY 12" (30 CM) APART N THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TNFNW AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 ON) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL $M RE BLANKET OVER COMPACTED SOIL WTI A NOW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROL THE BLANKETS (A) GOWN OR (( HORIZONTALLY ACROSS THE SLOPE. BIANKETS WILL UNROLL WITH APPROPRATE SIDE AGAINST THE SOIL SURFACE. AL B KETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PIACLNa STAPLES/STAKE$ IN APPROPRVIE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE WHEN USING THE DOT SISTER STAPLFS/SfAKFS SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WDH APPROXIMATELY 3' -- S" (5 ON - 12.5 CM) OVERLAP DEPENDING ON eJN1KET TYPE. 5. CONSECVME BLANKET$ SPLICED GOWN THE SLOPE MUST BE PLACED END WEER END (SHINGLE STYLE) WRH .VI APPROXIMATE BE (T.$ CM� OVERU N. STAPLE THROUGH OVERLAPPED AREA APPROYMATELY 12" (30 CM) Ar ACROSS FAN A BLANKETS IDTH. NOTE N L00SE SOIL CINDITONA THE USE OF SIMILE OR STAKE LENGTHS GREATER THAN C (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKET$. IT n N� \ e TO MMENN Tu o°LLs'rm m xm � FR= ° c u1"SrE �' IMNCsWr °aE M"pr i WDn�"`_EX %1.01.1 Fmnuza. wl6 alm OFF �TLXVTELY 12 or. XU "eami ne i6meH or 0. un` - m iEae 8-0W ea..�"Fo'me L W : NAr OF srAP1Es/swlrms sRzrre®:PilenuMmir a 0, ci6 3 ROLL DENT B_AN IN NFACTNN Or Wrtpl f1IIW N BOTroM OF -,:FL BLWNETB WILL 1NROLL -1 MNW A- SDE A6V6T 11E BOIL S ALL rwXE1B Ie.HT BE BRWELYJA2NIFD l0 BOL BUpFM[ N PVOWO B'MIfE/BINt6 IN IPPRORMTF IDGTOMW: A BHOyN IN TI[ 6'WIL MTf1N WIp ueeR THE Dm anTDN . BTw1ze/BMNER ooa1D BE F-D TNNNaH Fiat pF THE e01Nm Dp1s cwNXPD1oNG -e TxE NPBDPWATE nAmF FAm3N. ` F_ cu 1710o aNSWLa E1$ m Briu'nr""o «`vleWrm A a - s• (m cY -1s cY) o�Fm.v. 1mF A ppu.LE Iw a pw1,A svvFWF6 r 11° uq 6 DEEP x $- 11 �1 OF ANETII WMIOFiL WEE ROPES A- BE AROCNORAFlFmp"B° 'A'7W or 64WN8/_ ANNKA NRLT tT (A ON) IPIA IN A Y IN ON) 0. IO.pC4M BVNRTE YUeT BE OVFTREFO.B1APPm wPRW11NATFLT 3' - S• * t - RA O) (DmrNUNO ax 111 TYPQ AN SwIID. N � Y aE�µos oo WM-1:Y)IxD6.s w ApwBAPDWofA.awsa Np1E H r OLL AND TxE Te=Ur m%D a UANe. m'W I °r�"L°N�LT 1a• (w cx) APun N A I (IF .4 nFty N B• DB an • IN'LOWE ARE NOTION. THE USE Or BTMIE OR BTANE 1FHpTH9 aauTV TIIW 1 (11 CIO WY BE HEttS1RY TO PROP- ANSAN TIE aUXNfl4 TO os1rPEPoNO VERnc am 10paE WWCNa Nm1n BE ALTmm AB I m 6TET-I➢Y 1n�BIAI' � TSTM�WLLY�B 1 THE eDT10u/wE E NE�e� roro'v aicllon }rv[�PP.m NCNGTH ANERIGAN GREEN 575 MATERIAL CONTENT am MATERIAL WECIFICATION5 straw (.50 (.50 ks/e4)ti) (.27 kg/m?) NBttlnp One eke en1y, Photade0mdoble Erwlen a trd blanket shall be a m tlut hlne- pre ma of Wsleht opproNlmoMly 1.84 IM/IOCO eq. IL 1001t eBHcullurol sUaY. Shdl be uses on ebpes WgF VOter Nan J:1 ihreatl DallOn The blanket Nd) IN, pf t -n 1 lhkknre WKh the Mraw PHYSICAL 5PECIFICATION5(ROLL) evenly ohtMbuled Owr the en8ro wea of the maL The WMth 8.6 feel (2m) blmket shall be eowntl on the lop eke with N,1W.pNens LenBN 8].5 254m) netWg MNna an Oppro I.m 1/2' X I/2" mesh Ond be rwn WdOhk J0 Abe feet . (tOR (15.6 kp) tapather xilh eetten throatl. Arm 80 p. YtlN (50m2) Strobl eroNen Control blanket shall M WE w manufWoWrotl by 1n 14d ae per mmuf•ab.rer'e epeci6catlPnw Nerlh AmeHCOO GrRen, Ant. (812-681-6032) 0, equhnlrl. Erwlon oontrol blanket shall haw the follMng propmIlea: ER05ION CONTROL MATTING LI ALL WATER 5Y5TE1 WORK $HNJ- IeE IN ACCORDANCE 11 FLAN5 NOT TO OE USED FOR PROPERTY CONVEYANCE 5J KePER TO PLAN SHEET E2 FOR EROSION + SEDIMENT WITH CHANPLA IN WATER DISTRICT '5-1FICATIONS + ROPER TO PLANS ENTITLED 'PHASE 2 OVERALL FLAT' CONTROL, DETAILS SPELIFILATIONS DETAILS FOR THE IN5TALLA710N OF WATER LINES + AND PHASE 2 LOTT.NG PLAY' SOUTH( VILLAGE APPURTENANCES' 6004,41ITIE5. LLG, DATED W 1113 PREPARED BY CIVIL O3 Ke- TO RAN SHEETS 51 + SZ STORMINATR E%lR ING A550GIATES. INC. MAMA A' FILM. OETAILS + SPEGIFICAT10N5 FOR 21 ALL SEWER SY5IEII WORK SHALL DE N ACCORDANCE ADDITIONAL STORMWATR INFORMATION WITH TK 57ATE OF VRMDR SM'S AND THE CITY of Q KAM TO RAN + PAOFILE5 OFEET5 3-61 FOR 50- OIIKLINGTOM FUN. WORKS SPEGIPICATION5, STORMWATEK ELEVATIONS. NITS III �""rneR aE R I I I JETKIDB OF INSTALUTCN F �� D AND BUFFER ZONES TOP YIRII ($L770N 701N1 SL- FENCE WALL. BE INSPECTED AFTER EVERY STORM FVFACEO ANY SMONS WAALLLI BE REPAAIREP-DOAM AND ANY 51LT FENCE DETAIL NT5 D D D 0 / STOCKPILE TO DE COVERED I ❑ / WITH MAY MULCH J cf WHEN NOT IN USE PROVIDE 51LT PRNC.E ALONG O LIMITS OF DISTURBED AREAS AT OOWN-GKADIIENT EDGES 0 I MAINTAIN CONDITION UNTIL >\ 6RA55 15 ESTABLISHED STOCKPILE TO De ENCLOSED WI7H SILT FENCING, TEMPORARY FILL MATERIAL 5TOCKP I LE NIS 50' MIN S* MIN � PROFILEFABRIC XISII GROUND NEW ROAD 1-1/2' TO 2" DIM. SIONE ,A 50' MIN PLAN NOTES: Vj T. T A ENiR OF SHALL BE TO PUNNED IN A CONDITION WHICH WILL pREQUIR TRACKING OF SEGMENT ONTO PUBLIC RICH TEM%P -WAY. THIS MAY REWIRE RERIWK: TOP CLEA G NTH AANYMEAS STLINE AS CO TRAPS DEMAND AND ALL SE MAroR AC ED. S OF ANY MEASURES E$ PIT O U TERM SEDIMEII-C T. ALL REGIMENT TRACKED. NM RILLEO, OR WASHED ONTO PUBLIC RIGHTS-pF-WAY SHALL BE RENOVEp NMEOIATELY BY THE CONTRACTOR. 2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECCESS RY TO CONTROL DUST DURING DRY PERIWS 3. PROMDE APPROPRIATE TRNISITTON BETWEEN CONSTRUCTION ENTRANCE AND THE EXISTNG ROADWAY 5TADILIZED CON5TRUCTION ENTRANCE NT5 to, V.eewaM a ` NI, A- I Ln °ORWOAtW Bleeproa W� s- SrK9E EVENTS: IaseNr W E11. MULEµ N. A. ARN DB HYDBOYED W11H APPIIDNEO BINDER METER NOTE NEQAN. FOR SLOPES OE 1 ON J DR QEAIEW SURFACE ROUgiENIN0. SLOPE RESTORATION NT5 Q K Z IF/1 L I I`MILASTac, LmGe OK -1/2' TO 2' CRUSHED FJ7 I OPOIU STOCKPILE I 20' 3 _yJ -5 ROADWAY FILL OR TOPSOIL STOCKPILES SHALL DE SURROUNDED A SILT FBI AND C-0VERED BT EROSION CONTROL WAITING, AT iHe RD OF EACH CONSTRUCTIO/ DAY PROVIDE 5TONE CHECK DAM IN GRA55 5WALE5. MAINTAIN UNTIL GRA55 15 ESTA51.15HED IN SPRING ' AND THEN REMOVE I UTILIZE EROSION CONTROL MATTING IN 5WALE5 I PROVIDE INLET PROTECTION .FOR ANY STORM STRUCTURES I INDIVIDUAL HOUSE 5E11GE5 TO L_BE IMMEDIATELY DALKFILLED /7 FOLLOWING COMPLETION OF INDIVIDUAL LOT EK05ION AND 5EDIMENT CONTROL 1 FOR SUMMER CON5TRUC.T ION ) NIS SHALL DE ILIKKOUPDED OY A SILT FENCE AND COVERED DY EROSION CONTROL MATTING AT ITHE END EACH CONSTRUCTION DAY PROVIDE STONE GHEGK DAM IN GKA55 $WALES. MAINTAIN UNTIL GRASS 15 ESTADLISHEO IN SPRING AND THEN REMOVE PROVIDE SILT FENCE ALONG I UTILIZE ER05ION CONTROL LIMITS OF DISTURBED AREA MATTING IN 5WALE5 ) AT DOWN -GRADIENT eWES sraviie PROVIDE INLET PROTECTION I MAINTAIN CONDITION UNTIL 6RA55 IS ESTABLISHED � POR ANY STORM STRI/GTUR@5 DETWEEN OCTODER 15TH AND DURING WINTER CONSTRUCTION A MAY DT ANY DISTURBED AREAS SHALL be COVERED WITH EROSION STABILIZED WORK AREA CONTROL MATTING AT THE END SHALL DE PROVIDED AROUND THE HOUSE OF EACH CONSTRUCTION DAY I DLA5TED LEI OR CRUSHED STONE - MIN. D' WIDE ) INDIVIDUAL HOUSE 5ERVIGE5 TO be IMMEDIATELY DACKFILLED PROVIDE AGGE55 DRIVE FOLLOWIN6 COMPLETION OF I BLASTED LEDGE OR _ 1-1/2" TO 2' CRUSHED STONE INSTALLATION ROADWAY INDIVIDUAL LOT EK05 I ON AND 5ED I MENT CONTROL ( FOR WINTER CON5TRU(:.TION N TS MDT[!. I. STONE FILTERS SHALL DE INSTALLED AT T THE LOGATIONDI SHOWN ON 7HE SITE PLAN Om:1c 2.DITCH SHALL DE SEEDED) + MULCHED IMFGRA55-LINEDI PRIOR TO INSTALLATION OF O THE STONE FILTER. 3 O 3, THE CONTRACTOR 5 RESPON5IDIF FOR Q PREVENTING GL06GING/SILTATION THE NE O LATELY STOFILTER DURING AND IMMEDIATELY AFTER CONSTRUCTION, UNTIL THE PERMANENT EROSION CONTROLS ARE IN PLACE E IN PAC (VEGETATION ESTABLISHED. ETCJ AND THE PROJECT HAS DEEN ACCEPTED DY THE RAN VIEW FINISH GRADE OF OWNER. IF NESTONE SHALL DE GLEANED OR REPLACED. . GRASS -LINED SEE SEPARATE DITCH DETAIL �1 (FR INEE -.1.1FABM)C ASIDE CATCH BASIN OVATE 42" 1 1G' T) TRAP NIY 6CPPE0 SF➢IN:NT FANBC TO BE CLEMm OORR NE°�CE� YAFIFN ANY SIOM AG, ..,,CLEAN 4" TO 6"-,' z "UDIAMETER 570HE ] �) ...o (ANGULAR OR ROUND) p. SEDNENTATDN � POOL �ri esl STOP�E 5ECT ION A - A 6/25/B ADDED SIDEWALK AND CURD A11111111II YEA, INLET PROTECTION DETAIL �:" `ESN•• *= TI IL CONTRACTOR SHALL NOTIFY "DIGSAFE" AT A01111\I0.,A I-888. DIG -SAFE PRIOR TO ANY EXCAVATION. MIN. 3" 9' CROSS WTION WIEN CHECK DAM DETAIL NT5 - Plat & Plan References - 2 ^F I This sheet is based upon the following plats or plans n/f A. "DOWNING - CALKINS REVOCABLE TRUST - PLAT OF SURVEY", dated n/f L. & C. Long March 23, 2005, by Civil Engineering Associates, Inc. L. & C. Long / Vol. 85 Pg. 67 '^ n/f �- B. "PLAT OF BOUNDARY SURVEY - PROPERTY OF THE ESTATE OF ILA yl Vol. 411 Pg. 307 m `I L. A. & J. G. Demers M /SHAM9• ", prepared by Civil Engineering Associates, Inc., last revised June /.'�I ( IRS f Vol. 171 P 286 30, 1999. I y I I 3/4• A� IRON 583'26'i B"Vf C. "BOUNDARY SURVEY-M8L ASSOCIATES", prepared by I ti/ a23:Acres a AGOf 995.48' _ W 46 Krebs &Lansing Consulting Engineers, dated January 6, 1994. I pf r SPeoe) S02'13'13"10 Go. toh 175 _ ' t7 LP O 0. "SUBDIVISION MAP - VALLEE FARM -WEST PROPERTY', prepared by cots 933.9 bat r74 1 O: 'o r71 IRS Brooks Land Surveying, Inc., lest revised May 10, 1997. .- E. "VERMONT ELECTRIC POWER COMPANY INC. -QUEEN CITY TAP", / I prepared by Moore Survey & Mapping Corp., last revised January 26, 1978. &73:t Acm - r T +ai 1• IRS i l3 o1Lot48 ( 1 F. 'DORSET FARMS - PERIMETER PROPERTY PLAT", prepared by - / I� M SP—i I 1 ; Lot 176 Lamoureux, Stone & O'Leary Consulting Engineers, dated August 29, 1997, 6' AG to - y I N a7 '� Proposed -Wetland '� I G, "PORTION OF THE PROPERTIES OF LUCIEN A. & JANE DEMERS & ¢n I NV• I . PHASE 2 I Area R/CHARD K. & DAWN V DERR/DINGER", prepared by F.H. Reed, dated a°'ro�=• y 1 / PHAAare rr (Typical) - March, 1981. oa".r•e TOW 1 � 1 H. "PROPERTY SURVEY FOR WILLIAM & GAIL LANG", prepared by Palmer ins ( n/f Company Ltd, dated October 22, 1980. l ' ' '� ' D. V. Derridinger / / R=12000' _ Vol. 583 Pg. 137 I. SUBDIVISION FOR JAMES & DOLORES SCANLON - DORSET STREET", I L=744.74' / ' y , prepared by Trudell Consulting Engineers Inc dated August 4, 1980. I I CHORD mp ,/ 116.6± Acres ,I�., I S10'13'32"W r fiw'i ro Lr'° 1 Z J. "A PARCEL OF LAND CONVEYED FROM IMLLIAM & G1L LANG TO W/ I 744.62' I oIna . p NORMAN A RAMSEY", prepared by Fred C. Koerner, dated Dec. 1982. `m �f LOt �) AgriculturalLot 83Lease I I - < . (Open Space) a fA U 1 1287±A .� y PROPOSED I --1 STORM WATER PONDS (TYP.) SEE SHEET P2 (of 3) for LOTTING BROKEN I I All ! 1 SEE SHEET P3 (of 3) for EASEMENTS OT wenana 1.23" IPF �. ,_. s r SINT 4 I — — _.,._.", _ _ j Area «f Pc "' (Typical) i 1 If ( • I "G A--� N _ � 1+ � . W. R. & G. S. Lang - Legend- ROAo _Z ARaiAEOU11111111 CAL Vol. 131 Pg.299 4"Ao AREA j — — — -� EXISTING PROPERTY LINE .1—1 ro. w__ N62'46'23'E -- - - - —OTHER APPROXIMATE PROPERTY LINE �".mre __ $,,,,, - - -'-'- EASEMENT LINE a"A0 I----/j 128.09' ----TL---- TOWN LINE - LAV AG f IRS Lof f00 CMF ❑ CONCRETE MONUMENT FOUND II /! '-� 1 _- �(f Ill... JjJI CMS O CONCRETE MONUMENT SET IPF/IRF O IRON PIPE /REBAR FOUND w/SIZE sE '�•, I S PHASE 1 l O 5/8" REBAR w/ SURVEY MARKER SET I : I EASEMENT J ..�w roll n], UTILITY POLE /w� i 4 e 35.3 Acres — /�,_ :'.%'' �• �' Dorset Farms a x—x FENCE LINE r`^�• I 1 0 0 o/ im,SclroofS/ie/ -- `"'/ //"- (•IPF t• Homeowners Assoc. vJl I /1 I g• AG WAG Vol. 426 Pg. 101 .. STREAM 11 / R=12006 o se712'zo"w AG/BG ABOVE GRADE/BELOW GRADE L=157.49' 'Ifll PC/PT POINT OF CURVATURE/TANGENCY CHORD I�I I 128.17 p 1 �I -, l m VELCO VT. ELECTRIC POWER CO., INC. S08'04'38"W/• p 157.49 ats m� la' 11 �Q / 20'WIDE WATER N EASEMENT 1 ' I I� a• • TO OF CONVEYED j�PF T TO CITY •� 3 11I �\SH To Dorset Street ARCHAEo AREA // \\ • • \ 1241.81' ' �,....- o r ro I / / •E r. lAF 'Fein Proposed P MIDLAND AVE. - FLUSN 1/2• IRF rn r \ PHASE 3 B- AG W/ BRASS GAP I \ ' � •- �+:o�- / \ �, / R.usw �.'• '�( 18.1xAaeeofLot48 z IeYcbF ) STORM- / LAP n/f 3 r WATER — J Lot 49 o Dorset Farms EASE. 18.9± Acres N Homeowners Assoc. 1 N � N$0 a, �: ` ` / CONVEYED (Open Space) -�� a Vol. 426 Pg. 101 ct..,.,, �. To CITY QN Spam Cows N89'O8'09"E / I 1471.75' N89'O8'09-E— —/ B• AG 251.35' N87-03'56"EFbulstf `j-` ```��r ` YSLVEN £LCG EATNo I�I \ I —'—'— -- — —'—---'—'—� —'—----'—'— —'— I 1 n/f �.\ C/ n/f P. & J. Clifford I T\j So W� R. M. & D. M. VOL 165 Pg. 130 o f �9ra Sb0/6- Vallee m $ 4 V. 141 P. 6 0 \ N h GRAPHIC SCALE RECEIVED FOR RECORDING IN THE LAND RECORDS OF 900 0 04 THE CITY OF SOUTH BURLINGTON, VERMONT, FLUSH/r xrF w/ BRASS CAP W AT _ O'CLOCK ON THE _ DAY OF 20_. 1 m� 1 ATTEST: t loch = 200 tL CITY CLERK O South Village Communities, LLC South Burlington Vol. 801 Pg. 465 Shelburne Vol. 348 Pg.416 Areas by Survey 223.14 acres (South Burlington) + 2.61 acres (Shelburne) 225.75 acres Total To the best of my knowledge & belief this plat, consisting of three shoots, properly depicts the results of a survey conducted under my supervision and is based upon records & field evidence found. Perimeter boundaries shown are in substantial conformance with the records unless noted otherwise. This plat is in substantial compliance with 27 VSA 1403 "Recording of Land Plats". Timotoy R. Cowan VT LS SO - Location Map - Not to Scale Survey Notes - 1. This sheet depicts the perimeter boundaries of the subject property and the location of Phase 1, 2 & 3 within. 2. The boundary survey was performed during 2004-5 using an electronic total station and GPS. 3. Bearings shown are referenced to Grid North, Vermont Coordinate System of 1983, related to National Geodetic Survey marks PG1580 P 65" and AB9571 NE Aiken' established by RTK GPS measurements 4. Spear Street has a 66 foot wide right of way. Location was determined by existing monumentation and the traveled portion of the road. Reference Town of Burlington "Highways and Roads 1802-1865 Page 22, and Town of Shelburne Town Minutes Volume 1 Page 229 5 This property lies within the "Southeast Quadrant" and the "Spear Street - Allen Road Scenic View Protection Overlay" zoning districts. ermvero>m: C CIVIL ENGINEERING ASSOCIATES, INC. 10AV0MDVEWILW, SOUIIOWROWDN Vr06/03 DOz�les-aS2s wee: www.oea-eccortr COPYRIGHT CC)L014 -ALL RIGHTS RESERV® DIw11N GAC TRC sPenDYeD TRC — I W I —a. iv iv<v 12 n' nor rvamm -11 —ar i 10.10.2014 TRC Conform with Sheets P2 - P3 12 04 20131 TRC I Revisions on Sheet P2 PHASE 2 OVERALL PLAT SOUTH VILLAGE COMMUNITIES, LLC Spear Street South Burlington, Vermont DATE DRAInNG 2m111BHR OCT. 31, 2013 DIBeDrAu aceta P 1 1" = 200' MI. No. 01243.08 MET I .r e - Survey Notes - 1. This sheet depicts the boundaries of proposed lots of Phase 2, 2. The perimeter boundary survey was performed during 20045 using an electronic total station and GPS. 3. Bearings shown are referenced to Grid North, Vermont Coordinate System of 1983, related to National Geodetic Survey marks PG1580 "F 65" and AB9571 "NE Aiken" established by RTK GPS measurements. 4. Spear Street has a 66 foot wide right of way. determined by existing monumentation and t portion of the road. Reference Town of Burli and Roads 1802-1865", Page 22, and Town Town Minutes Volume 1, Page 229. 5. This property lies within the "Southeast Quad "Spear Street - Allen Road Scenic View Prot zoning districts. Legend - - - EXISTING PROPERTY LIN -- - - - OTHER APPROXIMATE P -- - - - - - EASEMENT LINE ---TL---- TOWN LINE CMF ❑ CONCRETE MONUMENT CMS O CONCRETE MONUMENT IPF/IRF O IRON PIPE /REBAR FOU e 5/8" REBAR w/ SURVE '0, UTILITY POLE ' x FENCE LINE AG/BG ABOVE GRADE/BELOW PC/PT POINT OF CURVATURE/ 42 LOT/UNIT NUMBERS (PR 61-70 MULTI -UNIT NUMBERS - Short Line Table - - Curve Table - Curve Long. Radius C1 25.4 327.00 C2 25.32 152.00 C3 26.13 152.00 C4 54.09 152.00 13.40 53.00 29.95 63.00 7 55.20 170600 C8 17.70 170.00 CD 80.25 880.00 C10 70A0 880.00 C11 57.93 660.00 C7 38.50 160.00 1 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 ro Sh�Urne Ll Rd. ALLEN _ ROAD 0-- _ _ : ----_ N12'00'32"E Location was 30.31' he traveled I ngton"Highways N12'00'32"E of Shelburne 52 03' / rant" and the 3/49PF /f action Overlay" 0 AG O I a ' � 1 E IROPERTY LINE CMF FOUND 6`AG I / SET I NO w/SIZE Y MARKER SET I W r/ I I 1 GRADE I I TANGENCY OPOSED) C I GICUS C PROPOSED) C�%/•�'f ' I 1 I Il , I / I W/ I 1 � S I 1 ' a 1I I I I 1 1 - 1 ' I l I 1 + I I 1 f ) CMF I BROKEN I I 1 I I I I I l ( 1.25' IPF BFNr i I CM I I PG I 1 ALLE I + I 1 I J RDA 1.0 1 I Ln II 11 \ Q29 Ac. of Lot 48 (OP- SPWG) 3B1 •j?'�B�R'J�? 0.25 A . C1.>SL2 1-69.43' I M i.� R-100.0' I' NlpMi L4 20'wide Storm ease.corwayedto city (Exist.) 5 R=12000' L=744.74' ProposedCHORDDedication 1o'13's2"w74a.62' N. Jefferson Rd. 2 Churchill Street 0Marsh Road 1 PHASE 1 LOT 11 B PHASE 1 LOT 11A r n;f C.E. Long n/f L. Long I Revocable Trust N, Exempt Family Trust r N83'28'18"E 23.63Nw-B115 JV,4" ANflF Rw N83'208'E 178.8a' 63.63' E 60 NI 3 N83_26'4�0" 5' SETBACK �,�-O ____=-_�\7 •,''r?I ;, 129.71' ml O.EO olo to' SETBACK -" - = 4• \ n Ih 022 � ulo ri .- -- - 3a1.8 - __ ..- y 5920.00' _ -- 7"E 952.99' _ N83'57' 164.58' W N82"3'13'E-,� 594.0157.28-- _tAt e� vtN y _ 14�.6g'S83'28'40" = r - _ m r• - - _ 0.41 M. n 1= �•. 1J85.29'75_W 25.48' .................. _- -. �6[ S iLar✓ old �1 �-- 5205'29"�/ - 69.78' 6SSi:3 . /� 'Qn c 0.09 Ae. I col 1 / 51.93'\\ Iv 131w1 61-70 S72'52.55'W \\ �4sF,"OuietPeth" ^110 58-58 �I C12 .76' R=100.0' \I a�>o- �t N83'S7'27'E £ L �1W' 31 02 1 S10'8'48'E II ,--__.,_.,...�••'-•"...1t ,D� 9is ra1�°y a1 11d0JF /, ,O6.,d Z N83ui1T�jjILLI O 40.91' 1\ 1 84.25 0 21.85' C++IJ�(, { L=39.39' \�` "Quiet Peth' -1.o N83.57'27 E ter- R=500.0' \ �- 13 0 ;65.2G--L12 i 1-3 B1la-1 , 0 A. ��L3 \a5 i /a1 1, it 55 NIN _Oeie m I �i N7 �i8' 11 \\ tI / 9'1a� II tut j 0.20 Aa. "' L11 I-NOS'02'33'W 1 81-90 C 13 'C14 110.-1 C I II i s` ?\ S II >' E 52.58' I TYPICAL NBa 26'36" ) 3 42 iN SETBACKS 10' 110.0"I\ 71-B0 1 _'� Lot al L13 Vcl 0.24 /o. �o• 1� I it '° 54 1 (L.� 71' 1 plN. 0.87 Ac_ _ � r' � it C4 5 4344 Ij o.zi A. l �At p 0,49 AcA 'O I),\ r----- - 1r 6,-A ; 11'� •' • I 3.73 AC. N79_26: c J If 91-99 I� t 4 h \\ r' VN %as p9 0 I I 136.43 'D _ ._ - 1 1 l A r o of Lot 48 Z ,' r►I o\ sa9'zs'13'w �, l 43 0.�. 01 01 39.22' _b y.� a a17 Ao. 1 m I (Open Space) N I� 53 0. Aa �I 1 I._------ Y 17 1 $. �ii 1n I I `°• i E 58 W �.179'08'4g• 1 I $. 4f3 31, , w Q.48' Q ,OB p9 o II c� N75'13 p4 Ci6 5j0192 69.54 S 651'077W o� t\ 44 $\ I NOTE: 4 ,37' Z e �' 1 r$ w I O to 1/ 1 w a 0.49Ao. Of Lot 48 8 O a I 16 I/ -XI0 \o I CAPPED IRON RODS -A 0." a �I C) �0' \ j;%00 0.17 ita /1 I� PROPOSED AT LOT tO 1$ 52 LE ZG, a! `3p (Open $peCo) ml� I '1 I L-- .•�' 11 G I --1y 1 m0 \CORNERB (TYP.)a CL N71�15c. $\\S23'31'26"E I �31.00' 51 E C 1- - -t5 T32'ra�Spp . \$0' % rSBB'0841 WJI�a ►,�I o111�-- 0 �2 d• NT 4 7 1� -, U.a6 AC. IU C) d ul O1 p0 y N 34,3 C7 I 25I COMMON uCaa 14 46 7�1 It2o 0I23 122 Iz I�SM1 498 - _ O 1 �' do 13I I 116.6± Ac. 657 11 �0 P. m o.17 �. 4. L-B9sT eo.o4' - -I-•-•-,/ o o Sn °; --J 10 \\ 48 'Q,\ pax27.o asses �:aD J to - �� of Lot48 �cN 47 0 0.17Io. 0.Z -- L7 ROA 5 R'S27.p •. �1M R 63.0' 7? 'g u!\ 7. L6 S89'59'39"E 2' L-93.78'�OgS\°W O.l7 Am TOOT. •y17•F'�ti - 50.I2 L`�.0j5 L75� R=115.0' 94@ $• f L N6 [ L1 L-89.09' 33.gg s3 ?' y4r\ f Cg R 1700' r--�--� %� 6'd�� L/6"N66723'12E1/p 30.64' L--I--J/y 29/ StI diet s� SCHEMATICL=95.5-r BLDG, LOTS) �J /,h 51 Table R6301 R=115.0' t ON(Y (rvP)� .27- Ac.ci r30 ��"98* Ac" Agricultural Lease =Z z -� �N. ,1 >LOT 63 oAA,3O12.87_ AC. cn Q �v I Z `I O Ij--IL_1'aJN Ivor 44817-,I =I2125.00'I L�GRAPHIC SCALE N'r41 \ \ !4^ sO o \37��4+ (mom) 4 \o�° L' <1 inch = B0 f! S82'59'58"E 9.31, PHASE 1LOT 11 N49'46o'oa C2N� / di/ICul de sac to be terminated upon extension of H.O.W. -NORTH JEFFERSON ROAD (Exist.) 80.(57.71'S25ro2'13`W 54jF COMMON LAND W ry 3 1.59 ACRES (Open Space) TO IRS --> APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE_ DAY OF 2014, SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS _ DAY OF 2014, BY CHAIRPERSON. PROPOSED STORMWATER DETENTIONAREAS (TYPICAL) R=203.45' S07-24'37"E 127.72- it III "QuietPow. /PROPOSEDTH&FOOTPATH ACCESS(TYPICAL) To the best of my knowledge & belief this plat, consisting of three sheets, property depicts the results of a survey conducted under my supervision and is based upon records & field evidence found. Perimeter boundaries shown ere in substantial conformance with the records unless noted otherwise. This plat is in substantialcompliance with 27 VSA 1403 "Recording of Lard Plats". > a.r L Timothy R. Cowan VTLS 597 viEy O SO. P RECEIVED FOR RECORDING IN THE LAND RECORDS OF THE CITY OF SOUTH BURLINGTON, VERMONT, AT O'CLOCK ON THE DAYOF , 20_. ATTEST. CITY CLERK SEE SHEET P1 (of 3) for LOCATION MAP SEE SHEET P3 (of 3) for EASEMENTS t LACIVIL ENGINEERING ASSOCIATES, INC. 10 MANSRFJD VIEW LANESOUTH BURUNB70NVT OM 802804-2523 awb: www.c Lcam Car'YRIGIM n 2014 - ALL RIGHTS RESERVED GAC TRC TRC 1015.2014 TRC Lot Numbering Chang,, 10 10.2014 TRC Notes & Lot Numbs ring 08.22.2014 TRC Add Sheet P3 (Easements) 12 04.2013 TRC Lot48 & Common lands labels & areas PHASE2 LOTTING PLAT SOUTH VILLAGE COMMUNITIES, LLC Spear Street South Burlington, Vermont DAn OCT. 31, 2013 oarcD.w, sr•."1"=80' o. 01243.08 De�IrDiG riln . P2 c M - SurveyNote -nlf C.E. Long 1. This sheet is intended to depict easement locationas and / I n f L. Long Revocable Trust E2 EQUIP, EASE. extents. Please see Sheets P1 and P2 for boundary ! E1 (GMP) Information and notes. I G-) Exempt Family Trust , 10' EASE. (GMP) I w, E1 r, -Legend- co I J/,"ANGY8 AG N - "P BO ; -- PROPERIY LINE / - - PROPOSED LOT LINE I en 0.23 AC. OT L.fN 48�_�___ (OpSP—) _ - -� --- LAt 61 j - — — - EASEMENT LINE 1 _ ��,.,___- ....... _-..- I / I _ _,�� CMF ❑ CONCRETE MONUMENT FOUND L"ot 56 1, J CMS El CONCRETE MONUMENT SET /CMS 40 //T'� PEDISTAL I I _ \\ l ....-.,... `` "Quiet Path" I \\ ` I PF/IRF0 IRON PIPE /REBAR FOUND w/SIZE IF—/ y II E2 �....�- - 1 � E4 E2.1 I i O 5/8" REBAR w/ SURVEY MARKER SET J/4"IPF / / e0.� UTILITY POLE sAG O ) `��w. R,` / 38 /� �.. . E3 41 III cgURCNILL a I\\\ r� \ 'Quiet Path' x x x FENCE LINE / C I 3g / Li r 55 Tv PROPOSED MTC I' �`"�� 7 / Ij 1 ' — E2 w I Ij j (MODULAR TERMINATION CABINET) I "'� .`"+ \. / / /• E2 11 1 II j a, �' `iqR/ I PROPOSED TRANSFORMER PAD 1 1 \ `'�.Cl TYPICAL d..$• E1 SETBACKS 10' 81 ; 11 ,• °� PROPOSED SECONDARY PEDESTAL 1. Zi I STORM \ . 42 li 54 r� ,�. LOt71 1 t E2.1 �_ t 1�1 d 1 42 LOT NUMBERS (PROPOSED) I I ES \ I - C 1 , E1 ¢ \ ; . B\\on I 3.73 AC. `I 10' EASE. (GMP) ` 1 ` y I \\\ CMF ( 43 ;i ofLot48 s3 ,� �+ � E2 �,` fie+; 11 6" r AG �l I _ — E1 II (Open Space) , �% E2.t C"'r 1 E2 I I 10' EASE. Easement Notes - , (GMP, . , •� _ _ - '�-tl-- ' ^I ;/ j Proposed easements for buried power & 0.48 Ao. d Lot 48 I �•' t j ! I O telecommunications Ty cables serum Green Mountain by I� � (Open Specs) I I � III ' E1 Power (GMP) Typically 10' in width and bounded by 1 / `; \\ /1 II 1 street right-ofway lines, as shown hereon, l l I � I E8 E2.1 EQUIP. EASE. ftAr"Bo, REC PATH \\ • O `\\ TIP CAP •'•.......___...� I Im ,, I1 Proposed equipment easements for transformer pads and I 45 \\ ( 51 J 11 11 f modular termination cabinets MTC serving Green 20' wide ► 1 1 O 11 ( ) g I 1 / I 1 10' EASE. (GMP) E2 E2 r"'�l storm ease. \ 1 � I•j- - - — - -`mod I III 1 Mountain Power (GMP). Easement boundaries to be 6' �� 1 . 1 I I distant from each aide of structure, as constructed. I conto veyed ed 11 E1 I Ct>M1M�OP1 a(rR o II ) Locations shown schematically hereon, c I O CMS (Exist.) \ '� l 46 ' 1 50 — �, E2 Ip : 1 I I + C„'1 1 1 \ I I ty , , 11ii Ac. Proposed equipment easements for "secondary %!� / PC \1/ ' E2.1 \\ 49 E2 i I II of Lot 48 E2.1pedestals" servingGreen Mountain Power(GMP).�1 I ` \ _ li•-., Easement boundaes to be 6' distant from each side of I II \\1 \\. ROAD ``"`� I -'�% i (Open Space) structure, as constructed. Locations shown schematically hereon. I 1 ♦ .� .•�1\ \ Q�--B_--- jam'---- I I E2 \ ` — i' ,- (�1y1_ �,p�''� \ I �`• STORM Eg I Proposed gas line easement, 10 wide, crossing Lot 42 to I �il ^ ^ 1 Eg E7 SEWER E3 Lots 40 and 41, to be centered on gas line as constructed, I / II /" \ , WALK � serving Vermont Gas Systems (VGS). ) I / / \ Proposed easements for wastewater lines crossing Lot 111 Proposed Street �''_ I \I\ /4 E4 to to service Lots 38, to and 41. 10' and str in width, I I I ES COMMON to be centered on wastewater lines as constructed, I Dedication Table REC PATH � � �+ y rj u�.,�u ` Proposed storm water management easement over ' j N. Jefferson Rd. 2.27±AC. I 1 I /' LL� 1,LAN 59 ACRES E5 portion of "Open Space Northwest" parcel near Spear ChurchillStreet 0.95± Ac. I I �+ � RM 1 Street, to be conveyed to City of South Burlington- I Marsh Road 1.76t Ac. I 1 / E21 E6 Proposed storm water management easement over I I T0t8I: 4.98: AC" Agricultural Lease Z V — • E6 portions of "Common Land A" and "Open Space I LOT �O I 1 I Northeast", to be conveyed to City of South Burlington. I I - __ QQ / . -- 12.67± Ac. I �5 I I 04 Z 1 FE77Proposed storm water management easements over 2 I j - _ E7 small portions of "Common Land O", to be conveyed to , - I 1 APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE _ DAY OF 2013, SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS _ DAY OF 2013, BY , CHAIRPERSON. I City of South Burlington. r 1 11 1 1 PROPOSED STORMWATER E2 1 1 DETENTIONAREAS I I I a I E8 Proposed recreation path easement, 12' wide, (TYPICAL) I 1 I w I+ to be conveyed to City of South Burlington, I\ I I I I Gz"I I ll I Eg Proposed easement for sidewalk over portion ' I o of "Gammon Land D", in front of Units 26 -29. BROKEEN� I PHASE 1 - _ \� ~' / E8 \\ 44 O it LOT 11 B REC PATH .r STORM I � +� I 1 E7 E2.1 O '1 EQUIP. ' EASE. E2 ) (TYPICAL) � / i' �•(�_ ' /' I + � BENT O � I -10' EASE. (GMP) E1 ✓ �O� / `\ CM „Quiet pat PC .': ,,. .�. PEOISTAt ji' E6 'i PHASE 1 t. �' �, E8 REC PATH F i // To Shelb // -_ • -❑ __ urns Rd. I I LOT 11A E2 //� - -"! - - - - ,r ri j - 8b1d-d Boar 'O .. PROPOSED dory -_--_ * r PAVED PATH & ALLE ROAD— — PHASE 1 ,� =_=- ____= j PROPOSED AGCESS �, a FOOTPATH j. LEO LOT 11 / cnI de sae to be I I terminatedu on 11 To the best , knowledge ic belief this plat, consisting extension of Fl.O.W. of three sheets, properly depots the results of a survey 0 �v conducted under my supervision and is based upon I \ NORTH records & field evidence found. Perimeter boundaries 1 -0 1 / shown are in substantial conformance with the records �I \ / J ROADJEFFRSON(Exist.) complianceswan27VSA140 Recording ofThis plat is ln substantial Land Plats". ROAD (Exist.) Timothy R. Cowan VT LS 597 I \ RECEIVED FOR RECORDING IN THE LAND RECORDS OF THE CITY OF SOUTH BURLING TON, VERMONT, AT O'CLOCK ON THE DAY OF , 20 ATTEST., CITY CLERK GRAPHIC SCALE ( IN FEET ) I lash- 80 fL SEE SHEET P1 (of 3) for LOCATION MAP SEE SHEET P2 (of 3) for LOTTING RGsnrro®r EhL A CIVIL. ENGINEERING ASSOCIATES, INC. 10 A/54111 LO VIEW LAN& SOUTH BI IRMTON, IT 05M 802-81 vai xww.cesitoorn COPYRIGHT (e) 2014 - ALL RIGHTS RESERVED DROIN CEA TRC APPxov® TRC DATR I RT BeIDQON 11015.20141 TRC I Lot Numbering Changes 10.10.2014 TRC Notes & Lot Numbering 08.22.2014 TRC Atld Sheet P3 (Easements) 12.04.2013 TRC I Lot 48 &Common lands labels & areas PHASE 2 EASEMENT PLAN SOUTH VILLAGE COMMUNITIES, LLC Spear Street South Burlington, Vermont D1'TR DRANaie NU101ER OCT. 31, 2013 aRrcmAl, aaMa P 3 1" = 80' PRat. NO. 01243.08 ,mmT , "r , No Text .et L-1 I • mil ►�J AJ V A'* Ira �& F, AN) f.a4 .1 , i �. LIST - STREET TREES KEY QU SCIENTIFIC NAME COMMON NAME SIZE & SPEC. ActB 4 Acerxfreemanii'Celzam' Celebration Maple 2 - 2.5" cal., B&B AehB 8 Aesculus hippocastanum'Baumanii' Baumann Horsechestnut 2- 2.5" cal., B&B GibA 11 Gingko blloba'Autumn Gold' Autumn Gold Gingko 2 - 2.5" cal., B&B GibM 8 Gingko biloba'Magyar' Magyar Gingko 2-2.5"cal., 8&B GibP 17 Gingko biloba'Princeton Sentry' Princeton Sentry Gingko 2 - 2.5" cal., B&B GItS S Gleditsia triacanthos'Shademester' Shademaster Honeylocust 2 - 2.5" cal., B&B GItT 5 Gleditsia triacanthos'SunbureV Sunburst Honeylocust 2 - 2.5" cal., B&B PlaC 4 Plateaus x acerifolia'Columbia' Columbia London Plane Tree 2 - 2.5" cal., B&B Qub 15 Quercus bicolor Swamp White Oak 2 - 2.5" cal., B88 Qui 13 Quercus Imbricaria Shingle Oak 2 - 2.5" cal., B&B Quma 15 Quercus macrocarpa Bur Oak 2 - 2.5" cal. B&B Qumu 8 Quercus muehlenbergii Chinkapin Oak 2 - 2.5" cal. B&B Quru 14 Quercus rubra Red Oak 2.2.5" cal., B&B TIcG 8 Tllia cordata'Greenspire' Greenspire Little Leaf linden 2 - 2.5" cal., B&B TicL 8 Tilia cordata'Glenieven' Glenleven Little Leaf Linden 2 - 2.5" cal., B&B Tie 9 Tilia euchlora Crimean Linden 2 - 2.5" cal., B&B TItG 4 Tilia tomentosa'Green Mountain' Green Mountain Silver Linden 2 - 2.5" cal. B&B UlaV 13 Ulmus americana'Valley Forge' Valley Forge American Elm 2 - 2.5" cal. B&B UldJ 11 Ulmus davidiana'Jacan' Jacan Elm 2 - 2.5" cal., B&B UlmA 5 Ulmus morton'Accolade' Accolade Elm 2 - 2.5" cal. B&B UImG 4 Ulmus morton'Glossy' Triumph Elm 2-2 cal., 888 PLANT LIST - UNIT FOUNDATION PLANTS KEY QU SCIENTIFIC NAME COMMONNAME SIZE & SPEC. A BumGM Buxus mic h IIa'Green Mountain' Green Mountain Boxwood 3 gal. B BumWG Suxus microh lla'Winter Gem' Winter Gem Boxwood 2gal. B Copu Comue pumila Dwarf Red -Tipped Dogwood 2 gal. B CosAF Comus stolonifere'Arctic Fire' Arctic Fire Dogwood 3 gal. B 1 OegN Deutzia gracilis *Nikko' Nikko Deutzin 2 gal. A H mBB Hydrangea macroh lls'Blue Billows' Blue Billows Hydrangea 3 gal. A HymES Hydrangea mac la'Endless Summer' Endless Summer Hydrangea 3 gal. A H mR8 Hydrangea macro la'Blushin Bride' Blushing Bride Hydrangea 3 gal. A H mTS Hydrangea macro h Ila Twist and Shout' Twist and Shout Hydrangea 3 gal. A II S Ilex glabre'Shamrock' Shamrock Inkberry 3gal. C I MasC I Magnolia stellata'Centennial' Centennial Magnolia 3 gal. A RhA Rhododendron 'A lo' A to Rhododendron 9 gal. A RhPJC Rhododendron'PJM Compact' Compact PJM Rhododendron 3 gal. A RhPJE Rhododendron'PJM Elite' PJM Elite Rhododendron 3 gal. C Taca T—u. cue dats'C P remidel Upright Yew 24.30 in. C ThoO Thuja occidentslis'De root's Spire' DeGroot's Spire Arborvitae 24-30 in. C ThoS Thuja occidentalis'Smaro d' Smara d Arborvitae 34 ft. C ThoT Thuja occidentalis Tech ' Techny Arborvitae 34 ft. Transformer Cabinet PLANT LIST KEY QUAN SCIENTIFIC NAME COMMON NAME SIZEISPEC. ToHD 4 Thuja occiderdalis'Holmstrup Dwarr Holmstrup Dwf Arborvitae 5 gal. ToS 2 Thuja occidentalis'Smargd' Smargd Arborvitse 4.5 ft. TOW 2 Thuja occidentalis'Woodwardi' Woodward Arborvitae 3 gal. PLANTING PLAN TYPICAL LANDSCAPE PLAN - TRANSFORMER CABINET SralP 1 /4" = 1'-n" Utility Pedestal PLANTING PLAN PLANT LIST KEY QUAN SCIENTIFIC NAME COMMON NAME SIZEISPEC. ToHO 2 Thuja occidentalis'Holmstrup Dwarr Holmstrup Owf Arborvitae 5 gal. TOW 2 Thuja oocidentalis'Woodwardi' Woodward Arborvitae 3 gal. TYPICAL LANDSCAPE PLAN - UTILITY PEDESTAL Scale 1/4" = 1'-0" Note: Select 1plant labeled "A", 2 plants labeled "B" and 2 plants labeled "C" from foundation plant list at each unit to complete foundation landscaping. Use approximately same number of plants in each category A,B and C. Mix evergreen and deciduous species at each residence. I I A 3 Hardwood Bark Mulch Planting Bad M 3 inch depth, 4 ft. wide, city 0f So. 17"] FOR PLANT LIST, SEE SHEET L-3 W TYPICAL LANDSCAPE PLAN RESIDENCE FOUNDATION Scale 1/16" = 1'-0" THE CONTRACTOR SHALL NOTIFY —SAFE- AT � Owner & Applicant 1-888-OIG-SAff PRICK TO ANY EXCAVATION. 0 40' 80, 120' TM NLLAGE CONMU"C' LLC c/o ROAN ,cF s7 GRAPHIC SCALE o. Box nsa a na ,", N,.e.. •,"" ," „ • ,,,, ,, ,,,,," ,,,, " ,� n ag1 T1 BURLINGTON, VT OSW7 7A7A,- .n/AMv 7A711A "°'1• ":A...NTH% A C3 ^�°°*A �r °^�°Rr SOUTH VILLAGE COMMUNITIES, a z�<n2 �,`..I s4. ': �, oecA C3 RNr O vmwvtvmr LLC +oFV '7t: y '�„' = •"" P°"M� O'LEARY-BURKE SPEAR STREET SOUTH BURLINGTGN, VT 2012A8-S3 a CIVIL ASSOCIATES, PLC b "bscn,•• • LANDSCAPE PLAN STREET TREES— SOUTH 41WL'2 _- • Dry 5to a Wall — —For Landscaping + _ �. Vertical Vl boulder 3k.6in. ht.x 2ft. wed Nort�of Entran For[R% I o rim er plaQti Approx 40 ft. long + See LDj this shee AI'Pr Bed See C this sh w/ 4 ft return 3 ft, 3 ft. x 9 k. 4 MadH g + on ea and ) Begm Fen Blueberry Bed 23 ft. Set 4ft. deep. , _ 1 + Clow) Vertical Boulder + (5ee note below) + + App Blueb rry Be _ ` 3ft. x k. x 9 k. + + ft. n e End Fence 4 k. Gate (set ft. deep) + I (type + 9 + , ` Begm Pere= _ _ _ Fence + $ / Verb at uldcr (typical) B gin Fence 3 Mac1H Appr — _ Begin Fence + Blueberry Bed + 3 SeCA 2 k x 2 k. End Fen2 5 ft. long (See n 2 VcPaVCBC 2eberr Bed 5et 4ft. deep. + Cote 2 VcCh (sec n Clow) + (typiral) D tone Wall \7 5 $eCY 2 VcBc + 3ft h 2ft + / CPa + 3 VcNo— I 4 VcCh 3 Cot 4 + elation f Edible is I + 2 SaCY . in. t.x . Ida �. + I Ap rox. 40 ft. I ng VcBc 3 VcNo VCBr w/ ft. return oh east end j 2 Mad (typical) VCPa Fo erimeterPlan 2 VcBc Cote Madan + Mad $w uth f En rive, See C. this sheet 2 VcPa (t .cap + I For Continuation of Edible Perimeter Planting 3 A 2 Alrme �'� M-.h fma 2 VcBr 2 Chap LANDSCAPING NO TRANCE DRIVE See© this sheet AraB o Wall — a DING STON ALL CE + - 2 VcCh 1 Coam + . ht.x 2ft. W'd + + I VCPa 40 ft. long a + Coem / + 2 VcBc return _ _. 2 VCpa + haven IA. For -Continuation of Edible Perimeter Planting 2 MadL — — -- seej�this sheet 2 V EDIBLE PLANT LIST 4 Prto 4 VCN 4 + 3 MadSw EDIBLE PERIMETER PLANTING PLAN — - — - - - - - — - — - — - - — INCLUDING STONE WALL AND FENCE Scale 1"=20' + Ma,eh I — p 7 + 3 MadSw + + or Continuadon� of Edible Perimeter / Plantmq + See©this sheet J For Cont uation of Edible erimeter + Plan�g See C sheet / + 5 MadL 4 Prma W 4 AraB f' W I W I � ) Prto Ulf2 � + 3 MadL ' 4: ro / + 3 MadSn + I KEY Ou. SCIENTIFICNAME COMMONNAME SIZEISPEC. Ana 20 Aroma erbutftli. THIN—thielma' BNlllant Rail Chok 3 Gal. ArrM 11 Aro„le malaarpl M Ic• Autumn Ma io Chk,banni 3 GY. Army a Aroni, m.Ia 'Vlkin . Vikina CWk.bar, 4-BR Chap 12 Cl a acioaa Flmerlw Oelnee 3 Gal. C_ 11 Cprlus emencana Haxeibart 7Gal. HIM a Hippophae rtumnWdea'Askola' S_ 3G.L Hirta 1 Hippoph..r .,,idea -male Sa. a. MadH 14 Malu, dom,.Uca'H... cris ' a 1dwe Semi -dwarf Hone aria le 567 Oat. MadL to Wlua demesUea'Llba 'aemi-tlwe Seml-dwarf UJ A le 5ik7 GM. Mods. 10 Melus d—..ce'Snowawael' aemi-den Dw.A Snoweweet Appl. 5&7 GM. M.dSa, 0 Melus domea.ea'Sweet Sbdaen' Idwarf) Dwarf Sweat Sixteen Appl, SW Gal. Prma to Prunus mariflm. S..eh Plum 3 Gal. POW 18 Prunu. tomentwa Nankin Che 30.1. S-A 11 9.mbueue canalanal. •Adana• Ad.m. Ehlarba 3 Gal. S,oY 11 Sambueus car,adanela'Yerk' York Elderba 30.1. V.Sc 18 Vaccinium co bowm'Bluselp' lu,crW Bluebenry 3Gal. War 11 V.ccinium co boaum'Bluaa' St..- Blu.ba 3C11. VCCh 18 Vaccinium corymbosum'Chippewa• Chl ,Blueba 30.1. VCNo 14 Vaccinium corymbosunt'Northland' Northla,MB 3Gal. V.P. 18 Vaccinium eaymbo.un T'dot' P.blel alu.1—n, 3Gal. + Blu be + 3 VcBr 65 . 3 Hir + (5c ni 3 VcBc 2 VcPa 4 VcBc 3 VcCh Blueberry Bed ... 98 k. long (5ee note below) 3 Hirh 2 VcBr 4 Prto Fnr Continuation of Edible Perimeter Planting 4 Prma —� SeOeOthis sheet e aEDIBLE PERIMETER PLANTING PLAN Match For Continuation of Edible Perimeter Planting — See© this sheet I INCLUDING FENCE 3 VcNo ❑IDB3LE PERIMETER PLANTING PLAN �. Scale 1 "=20' INCLUDING FENCE Mnt h Line �� / + Scale 1 =20 co Chsp Q / 5 ArmA � / + Hirh ' nmmn + Existing Path ' + End Pence W 4 ArmV Q + 3 MadSn + + + 4 / W I + 3 Chsp + + Blue b Bed + W 85 ft. Ion + e note beI o S + + + For Continuation of Edible Perimeter + Fence (typal) 3 SaoA 4 MadSw Planting Future Crosswalk + I / 3 Prma I / 3 ArmV I ' + 4 MadH I + 2 ArmA —3 AraB Fence 3 MadL EDIBLE PERIMETER Aa PLANTING PLAN \ INCLUDING FENCE . See FQ. this sheet 2 VcPa 3 MadH Note; All Blueberry Beds I'.xcavate 3ft. wide x I ft. depth (see plan for length of each bed) Mix 3 parts excavated soil with, I part sphagnum peat I part compost Mulch with Shredded softwood ba-1:. 2' deep 1-3 VCPa 2 VcNo 4 VcCh 2 VcBr 4 VcBc \1 I Aligned w/path into ezisGng woods + 3 COAm + 4 ft. Gate VcCh Fence + 2 VcNo 3 VcPa I + + 3 PrtoI 2 AraB Blueberry Redo 28 ft. lo^q MadSw (5ee^oi- . ro� 2 AraB i 4 Prma 5 MadL 3 AraB 2 AraB TA,.A Hirh 3 Prto LANDSCAPE PLAN G. EDIBLE PERIMETER PLANTING ArmA 3 Coam INCLUDING FENCE Army Scale 1"=20' PLANT LIST KEY QU SCIENTIFIC NAME COMMON NAME SPEC �/ • // //� / SumWGr 13 Buxus microphvlla'Winterareen' Wintergreen Boxwood 3gal 3 Pigl 2 Abco - / BamCH 13 Buxus microphylls'Chicagoland' Chicanoland Boxwood 3 gal Pigl \ / LAWN / • Mill\ 4 Abco / CODU 5 Cornus pumila Dwarf Red -Tipped Dogwood 3 gal UWN \ I I Coss 7 Comus sericea'Baflevi' Red Twia Doawood 3 gal LAWN \ I /— • 5 Eufc / / // CosK 9 Comus sericea'Kelsev's Dwarr Kelsey's Dwarf Dogwood 3 gal. • — - — — _ — — _ fi ad Ma — — 39 Pate C21A 6 Carnus if us Fire' Arctic Fire Red Twig Dogwood 3 gal 3 Rhpj + I u 39. Vimi' ( +/. MasR NOTL CSTABLLNi LAWN Ovrn ALL Hveb 13 Hvdrengea arborescens'Blue Billows' Blue Billows Hydrangea 9 gal DISTU(UIED AREAS AND EDt;ES III r — — — — �---L 391— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1, HvoL 4 Hydrangea paniculate'Little Lime' Little Lime Hvdrarwen 3 aal • HvPS 5 Hydrangea panlculata'Silver Dollar' Silver Dollar Hydrangea 3 gal LAWN I 2B7 INS 2 Ilex verticlllats'Berry Heavy' Berry Heavy Winterberry 3081. 12 Eufc 1 Eufc • 36 Gaod 10 Eufc 1 Eufc 10 Eufc IIvBN 4 Ilex verticlllsta'Berry Nice' Berry Nice Winterberry 3 gal. 90 Pate 3 Gaod 30 Gaod 2 Gaod 31 Gaod g0 Vimi 9 Pate 80 Pate 6 Pate IIvJ 2 Ilex verticillata'Jim Dandv' Jim Dandy Winterberry 3 gal 6 9 Vimi 80 Vimi85 Pate Vim, 85 Vimi I I I IIvR 4 Ilex verticillata'Red Sprite' Red Sorite Winterberry 3001. Note; Mix Groundcover species at random 9 in. on center. RheA 15 Rhododendron catawbiense'Album' White Flwmg Catawba Rhododendron 5 aai I Cover beds w/2" mulch after planting. Rhoi 23 Rhododendron'PJM' PJM Rhododendron 5 ael I I 5 Eufc Shade 6 Flowering Trees 18 Gaod 13 Eufc 42 Pate 40 Gaod KEY QU SCIENTIFIC NAME COMMON NAME SPEC 42 Vimi 106 pate 106 Vimi I Acps 4 Acer pseudosieboldfanum Korean Maple 6-7 ft I MalL 3 Magnolia x loebnerf'Leonard Messel' Leonard Messel Maanoua 5-6 ft MasR 5 Magnolia slellata'Royal Star Royal Star Magnolia 5-6 ft. 1 Eufc 6 Eufc 1 Eufc McDW 12 Malus'Doneld Wyman' Donald Wyman Crabapple 2-2 51n 15 Eufc 3 Gaod 18 Gaod 243 AWN 47 Gaod 9 Pate 48 Pate 4 Pate MaLo 7 Malus' Louisa' Louisa Crabapple 2-2.5 in I 126 Pate 10 Vimi 49 Vimi 5 Vimi 11 Eufc 126 Vimi 32 Gaod ` MaRR 1 Malus'Roval Raindrops' Royal Raindrops Crabapple 2-2.5 in I 82 Pete I 4MeDW + 82 Vimi 8 I Qub 1 Quercus bicolor Swamp White Oak 2-2.5 in. 13V e I I 3 Copu �'� RhcA YP COSA 3 Cos 3 BumWGr BumCH 3 RhcA 3 BUMCH 3 Rhpj . .. 3 BumCH BumCH 3 BumWGr CosA HypL H g - LAWN•'LAWN. L1\yN .[AWN .2 Evergreen Trees Qub + KEY QU SCIENTIFIC NAME COMMON NAME SPEC IL-- -- — — — — — — + — — + Abco 10 Abies concolor Concolor Fir 6-7 ft. •. .1'HMOWLh�014ARK . Pfal 11 Piceaalauca White Spruce 5-6 ft. MULCHBED LAWN 4 OBK'• 'L1WN' 3"IIAKU\VOOLSB a1C — _ — — '• . IYRUI. 3 McLo - HypL — —MasR • • asR Acps 4 Hyab MULCH L LL, — — — — r — — — — - — - — .iyDK.N Groundcover • _ _ _ KEY QU SCIENTIFIC NAME COMMON NAME SPEC Eufc 191 Euonvmus fortunei'Coloratus' Purple Wintercreeper 4" Pots Cantanenud shron // Gaod 579 Gallum gdoraWm Sweet Woodruff 4" pole % 3• hardwood park mulch / Pate 1.511 Pachysandra terminalis Japanese Spurge 4" Pots Do not mound around trunk _ _ _ _ _ _ _ Vi mi 1.572 Vince minor Periwinkle 4- pots 4'—I saveer 5 g h—h grade // / LANDSCAPE PLAN >: WEST BUILDING x, III=I C-I I1= / C11= III=_ ��m.- wopMa Scale 1"a10' _ vatedtsol afW one part / y y I I� L III •rd c�pox ]]uull z — amp and water enougnly 5ECTION Ball cram + % NOTE 1. Plant shnrb so that top of root fare is slightly above knish grade. 2. Remove all nursery tags, rope, stnnq and surveyor tape pnor to plantmq. 3. Shrubs shall be guaranteed for a penod of two years after Planong. SHRUB PLANTING DETAIL no scale ana...r...,,.w..,.umn ...,..+...awy..x..a,aw...n.�-b...R.. anaA� ....w 1-8 CONTRACTOR SHALL NOTIFY "DICSAFE- AT 1-fxle-DIG-SAFE PRIOR TO ANY EkCAVAgDN. Owner &Applicant M� �� mow. ob Ana A .r pew dwro sr.v x _wow ' 0 10, 20' 30' GRAPHIC SCALE S(Ou1H v CaNuNTES. uc 2 EFFERS) O/0 BOX A.D. Boz RUN SaM BURDNGTa, Vf OaWr ynrna amwaaeN agb rw`n. - �wa.�. rl.n IN, c�JER �'yT zri ?�.?tW70144 %99 E gaMna ynyM nor n-p. w,s.aAwaswr,r O rw,v. O szrwnovrnr SOUTH VILLAGE COMMUNITIES, LLC anrzz,an> gya+ 11A 'g°2eI-8 OTEARY-BURKE SPEAR STREET SOUTH BURUNGTON, VT p1z� CIVIL ASSOCIATES, PLC �a LANDSCAPE PLAN WEST 12-PLEX BUILDING ruwa.r A L-4 ..g,, ra�.a,rF, / - �- - �- �\ T� - - - - ' ` -� I / ' / PLANTING SPECIFICATIONS 1 . Plant names indicated shall comply with '5t-1-a iced Plant Names" as adopted by the latest edition of the latest edition of / / / / / /' /' //' the American Joint Commission of Hortculture Nomenclature. Attach legible tag with botanical name to each or representative Z plant. // / / 3 Rhpj / 1 - I ' I I . 1 ^ ! / / / 2. Comply with srnnq and gndmq standards of the latest edition of "American Standards for Nursery Stock". RhCA 2 RhP 3 Cosa / / ./ ,. / • ; , _, ` . ' ! 1,. I I I I 3. All plants shall be nursery grown. Pigl\ / + • • • / / 4. Provide typical of the, species and variety with normal, densely developed branches and vigorous, fibrous root 3 PI*1 , \ \ 'a I 1 I / / / plants . + / - - \ I• 'j Abeo systems. Alaow\5. / Provide sound, healthy, vigorous plants free from defects, disfiguring knots, sunscald Injuries, frost cracks, abrasions to the 4 Cos + + / LAWN / / • 1 / bark, crooked leaders, pruning wounds greater than one inch in diameter, insects and eggs. I / / / / /f ' NbTFFSTAtN�H IA OVF• Alt. / G. Evergreen trees shall be branched to the ground. EI / 33 Good IIvBN Mato + / + I / EUOES / / _ L / /- /l- / 7. Provide freshly -dug plants. / 87 ' 1 /' - MasR , . / 1 . /. Vimi' M®Lo 3 IIv8N +• , / -- / 2111 BH / / pr n pan ry. 8. Do not prune is before delivery. ... • . _LAW LAWN 9. All plants shall be larger than the minimum size specified. fifty percent of the plants shall be in the upper half of the range / specified. 10. Place protective Covering over plants transported in open veh,cles to protect from windburn. N f 1 1 . Balled and burlapped plants - provide firm, natural balls of earth. Cracked or mushroomed rootballs arc unacceptable. 287 12 Eufc 98 Geod 2 Eufc 10 Eufc 1 Eufc p Eufe 5 Gaod 12. Contamer-grown plants - shall have been grown m container for a sufficient length of time for the root system to have developed to hold its sod together. firm and whole plants shall nether be loose In their container nor pot-bound. 90 Pate 30 Gaod 2 Gaod 31 Gaod 90 1 12 Pate 81 Pale 6 Pate 85 Pate / 13. Shrubs and small plants shall meet the requirements for spread and heght indicated in the plant list. 5mgle stemmed or thin 12 Vimi 81 Vimi 6 Vimi 85 Vimi plans are unacceptable. • 2 RheA .' • / Note; Mix Groundcover species at random , 4" LAWN •' / 14. Time of planbng - April 15th to September 15th. 9 in. on center. 3 hpJ 15. Before starting work, report any defects on the site, such as incorrect grading, to the Landscape Architect. Cover beds w/2" mulch after planting. / Commencement of work by the Landscape Contractor shall indicate his/her acceptance of the areas to be planted and he/she shall woo' // assume full responsibility for the work of planting. 11 Eufo / // I G. Locate plants indicated on the plan in the field. If obstructions are encountered that are not shown on the drawings, do not 5 Eufe 33 Gaod proceed with planting operations until the Landscape Architect has selected alternate plant locations. 9 Eufo 16 Gaod 88 Pate / 0 Good 42 Pate 86 Vhal / // 17. Contractor shall contact Landscape Architect to inspect all plant material on site to review quality, size, species and variety Pate 42 Vimi // before planting operations commence. 8 Vimi A / 18. Plant substitutions will be permitted if authorized by Landscape Architect and City of South Burlington Arborist. # 19. If plants cannot be planted immediately upon delivery to the site, protect with sod, wet peat mass, bark mulch or in a manner acceptable to the Landscape Architect. 20. Stake plant locations as shown on drawings 'before planting. 5taklnq locations are subject to approval of Landscape 1 Eufe 6 Eufc 1 Eufc // Architect. - 16 Eufo 3 Gaod 18 Gaod 2 Gaod ° 47 Gaod 9 Pate 48 Pate 4 Pate / 2 1. The Contractor shall perform all work in accordance with "American Association of Nurserymen Standards for Materials, 147 Pate �- 10 Vimi 49 Vimi 5 Vimi 11 Eufe Eui / •/ Installation and Maintenance". 126 Vimi 32 Gaod Gaoo u 8 ill � 82 Pate 82 Vimi Pai •/ 22. Dig planting pits at a depth to set top of root flare shghtly above finish grade and a width twice the diameter of the plants 13 ell _ 3 Vi I ry/f root ball. g , 13 V �._ % 23. Set plants m planting pit so trunks are straight. ,. / LAWN ON im" 2 CosA CosK 8umCH 3 BumCH 41IvR / 24. Place topsoil mix in planting pits and compact. When pit is nearly filled, water thoroughly. Fill remainder of hole with topsoil 2 Rhpl BumCH 3 BumWGr 2 CosA HypL HYp3 Bu ni ' -{- McLo• • mix, build four inch height saucer at top edge of pit. Flood saucer with water. ' 3 Hyab • . LSbVN Co$K , IA�k N, 2 he , / 25. Drive four, two foot long, 21nch by 2 inch hardwood stakes into undisturbed soft one foot beyond edge of plant pit. Tie 2 R arbortie material to opposite stakes over root ball with one twist around tree trunk. ' 2G. Mulch trees and planting beds within 48 hours of planting. �5.. ,� 27. 5aturate installed plants with water durmq maintenance period as often as necessary to insure proper plant moisture. 4 Rhi • . • •' BumW Ac{n 3 Hy .2 Rfi 6 Copu IIvJ McLo • •' '� 28. Prune trees as necessary to remove dead or injured tw,gs and branches. Make cuts just outside of branch collar. - ' ps - - - _ _ •LAWN _ _ 3"IIA UW LX�U IiAKK _ _ _ _ _ _ _ _ _ - - Rh i 29. Maintain new planting and continue until acceptance. Maintenance includes; pruning, watering, weeding, mulching, resetunq plants to finish grade and vertical positron, re9toring plant SauGer5. 1' I IIUW D BA K TYPI MLII II NF I III ICAI-- _ 30. Correct defective work as soon as possible as deficiencies become apparent and weather and season permit. ° & " + 31. Remove and immediately replace all plants determined by the Landscape Architect to be unsatisfactory during the initial - - _- - - - - - - - - - - - - - - - - - - - I planting installation. 32. Notify the Landscape Architect to inspect the work for substantial completion. This will include ensuring that plants arc correct, healthy, suitable size and well planted. When inspection Is approved the owner's representative will confirm with written I acceptance. 33. The Contractors mspons ble to guarantee all plant material to be healthy and flourishing for a period of two years from date 9c,_ - - LANDSCAP of painting or written acceptance. 7` �I" 7 - 1 EAST BU11DING Plant 34. ant replacements shall closely match adjacent plants of the same species. 3 x Scale I „=IOC 35. Contractor shall replace failed or unsatisfactory plants at no cost to the owner. ./ran• w°m ....vim aoln• Ar ,MNa v..r.m..maM ma m.v °Comm ,mamm. M.. Owner &Applicant .,v.n. aN THE CONTRACTOR SHALL NOTIFY'DIGSAFE` AT I 1-888-DIG-SAFE PRIOR TO NY EXCAVATION. 'MA'A /.Aa -�"�°'" .m- mma°m w. - Com- 3/xiA5 •aaW. I.ax aimNN ama ,mu m� an. - u°mIa qm. aa. 0 11U, 210' 60• GRAPHIC SCALE SOUTH VILLAGE COMMUNITIES. LLC fC O ROBIN ,EFFERS) O b Box 2zm SWTH BURLINGTON. v'r 05407 - �As m �v/s.AL TAT/I6 ,via syim wasimAmamm. Hmnr O RLeoaoGxwao M .x O Fwu 0 s,euN/cwvavr SOUTH VILLAGE COMMUNITIES, LLC w,<vt<nz Ilurooei `v.��ERMONT ri. .m zo, 2-ne MCL OTLEARY-BURKE SPEAR STREET SOUTH BURLINGTON, VT F.c 2n12-0b-S3 m; xaaa CIVIL ASSOCIATES, PLC LANDSCAPE PLAN EAST 12-PLEX BUILDING xaN gNxr I,-rj I LOCATION PLAN KM 5F / SOUTH VILLAGE COMMUNITIES, LLC N/F VOL. 801, PG. 465 GRAPHIC SCALE ( IN FEET ) I inch = 20 It. 1 W w 0 F- Z �T �TL- V 5T' ra LEGEND - PROJECT BOUNDARY ABUTTING PROPERTY LINE - SIDELINE OF BUILDING ENVELOPE ,.� A SURVEY POINT (NO MARKER) ,., 37 '1 NIF NOW OR FORMERLY THOMAS B. 8 LINDSAY B. GETZ STERLING CONSTRUCTION, INC $ LOT NUMBER AS SHOWN ON PLAN N/F VOL. 1247 PG 135 VOL. 1217, PG. 131 �,+I^ FB' REFERENCED IN NOTE #1. UNDERGROUND ELECTRIC, UGER/C - TELEPHONE AND CABLE SERVICE CORNER SITE TRIANGLE G UNDERGROUND GAS SERVICE RESTRICTIVE AREA (TYPICAL) _ M A D I S O N LANE W ---- - - -- WATER SERVICE PRIVATF ROAD -- S --- SEWER SERVICE K l UNIT 39-1 UNIT 39-2 LAND AREA 5.305 sf a O LAND AREA d 2 21 Sf 0 pow O la - CONSTRUCTED uR LOCATION OF CONCRETE FOUNDATION w STERLING CONSTRUCTION, INC VOL. 1241, PG. 218 Z UNIT 39-3 LAND AREA 4,1770 a _ o ' w O O W III S s a — i.*T -1 L 7 Of'Jg 4A244W 42.Z1' w SON R ,W .. Oqp '30 SMSDC,LLC NF _ VOL. 1219, PG. 164 APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON. VERMONT, ON THE DAY OF , 2017 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS_ DAY OF , 2017 BY (CLERK OR CHAIRMAN) s TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASE ON INFORMATION ABSTRACTED FROM PERTINENT DEEDS AND/OR OTHER OFFICIAL RECORDS, AND MARKERS EVIDENT ON THE PROPERTY, AND CONFORMS WITH THE REQUIREMENTS OF 27 VSA 51403. q0kTED7771FS,,7�F DAY OF , 2015"� IIC 468 NOTES 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, SEE THE 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 '-OGA I SONS 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' VADE, CENTERED ON UTILITY AS CONSTRUCTED. 8. THE SUBJECT LOT IS DEPICTED AS LOT 39 ON THE ABOVE REFERENCED PLAT. LOT 39 FALLS WITHIN "ZONE C" (OUTSIDE OF ANY FLOOD HAZARD AREA) AS IDENTIFIED BY FLOOD INSURANCE RATE MAP * 500007C2062D, WITH AN EFFECTIVE DATE OF JULY 18. 2011. 10. CHIPMAN STREET AND SOUTH JEFFERSON ROAD ARE DESCRIBED IN I AN IRREVOCABLE OFFER OF DEDICATION TO THE CITY OF SOUTH BURLINGTON DATED OCTOBER, 2007 AS RECORDED IN VOL. 798, PG, 240 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. CITY CLERK'S OFFICE CITY OF SOUTH BURLINGTON, VT. , 2017 RECEIVED FOR RECORD AT_ O'CLOCK _ M., AND RECORDED IN SLIDE* _ ATTEST: CITY CLERK DATE REVISIONS BY LANDOWNER USED OR LATESTaHolaD Y STERLING CONSTRUCTION, INC. ED PRELIMINARY REVIEW 1037 HINESBURG ROAD ■ FINAL LANDS OF ft4ojECT NO SOUTH BURLINGTON, VT 05403 DEED REFERENCE: VOL. 1241, PAGE 298 STERLING Ids UsURVEY LOT 39 AREA: 0.29 ACRE CONSTRUCTION, INC. 'KR DESIGN CHIPMAN ST. 8. MADISON Lk, SOUTH BURLINGTON, VI ,1111III/F� N`` I r! y! DOUGLAS :_ UHEN LOT 39 TOWNHOUSES PLAT DRAWN DLH CHECKED DATRErDJG 8-16 LAMOUR@UX & DICKINSON e* 6wsen, e*iIse 4 M.- .-J..- s: LDT& $802-87"50 SCALE AS NOTED SHT. NO. 1 _ �® . L dPLfiBON LN4E �jw •^` tt'��yy' a„! ! _ Q THOMAS B. & LINDSAY B. GETZ STERLING CONSTRUCTION, INC NIF --- 1 D#\NA1Dr VOL. 1247,PG. 135 VOL. 1217, PG. 131 -- SITE � _ -- --- - w CORNER SITE TRIANGLE �ICL) MADISON LANE LOCATIONPLAN w m PRIVATF ROAD g NT6 U) --- � � zCONCRETE�,- ,i I_ I LOCATION OF � ailFOUNDATION 75 Y 9 STERLING CONSTRUCTION, INC O j z z NIF VOL. 1241, PG. 218 UNIT 39-3 5F U UNIT 39-7 >1 UNIT 39-2 AND AREA 4,177cf 40 `' LAND AREA t1W. 5,305 sf p w LAND AREA I r . a 2,724 sf a SOUTH VILLAGE COMMUNITIES, LLC NF 801, PG. 465 0 0 OVOL. a a � a J t2 SO -SO - ROgD SMSOC,LLC VOL. 1219, PG. 164 `--- APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW GRAPHIC SC SCALE E BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE DAY OF 2017 SUBJECT TO - t0 THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. �� SIGNED THIS DAY OF , 2011 BY ( IN FEET ) I inch = 20 ft. (CLERK OR ClNBNNN) LEGEND — PROJECT BOUNDARY — ABUTTING PROPERTY LINE SIDELINE OF BUILDING ENVELOPE © SURVEY POINT (NO MARKER) WF NOW OR FORMERLY LOT NUMBER AS SHOWN ON PLAN UREFERENCED IN NOTE #1. UNDERGROUND ELECTRIC, -—UGEJT/C - TELEPHONE AND CABLE SERVICE - -G— -- --- — UNDERGROUND GAS SERVICE W WATER SERVICE S— SEWER SERVICE NOTES 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, SEE THE 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. MONUMENTA�TIION FOUND IS AS NOTED. 6. BURIED UTILITY LINES LOCATIONS ARE APPROXIMATE ONLY. ACTUAL 7. SUBJECT PROPERTY IS BOTH SUBJECT TO AND BENEFITTED 13Y :ASEMENTS 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 13URLINGTON LAND RECORDS. EASEMENTS ARE TYPICALLY 10' WIDE, CENTERED ON UTILITY AS CONSTRUCTED. EXCEPT AS SHOWN. 8. SUBJECT PROPERTY IS BOTH SUBJECT TO AND BENEF177ED 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 39 ON THE ABOVE REFERENCED PLAT. LOT 39 FALLS WITHIN "ZONE C" (OUTSIDE OF ANY FLOOD HAZARD AREA) AS IDENTIFIED BY FLOOD INSURANCE RATE MAP # 500007C20620. WITH AN EFFECTIVE DATE OF JULY 16, 2011, 10. CHIPMAN STREET AND SOUTH JEFFERSON ROAD ARE DESCRIBED IN AN IRREVOCABLE OFFER OF DEDICATION TO THE CITY OF SOUTH BURLINGTON DATED OCTOBER, 2007 AS RECORDED IN VOL. 796. PG. 240 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. I.�AGF RnMMIUWnFS, LLC 87, .I88 CITY CLERK'S OFFICE CITY OF SOUTH BURLINGTON, VT. , 2017 RECEIVED FOR RECORD AT O'CLOCK _ M., AND RECORDED IN SLIDE# ATTEST: CITY CLERK TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASE ON INFORMATION ABSTRACTED FROM PERTINENT DEEDS AND/OR OTHER OFFICIAL RECORDS, AND MARKERS EVIDENT ON THE PROPERTY, AND CONFORMS WITH THE REGUIRE)MENT3 OF 27 VSA §1403. VATED MIS, DAY OFI//L,' , 201e7 LANDOWNER STERLING CONSTRUCTION, INC. 1037 HINESBURG ROAD SOUTH BURLINGTON, VT 05403 DEED REFERENCE. VOL. 1241, PAGE 218 LOT 39 AREA. 0.29 ACRE D ~, DOUGLAS L. HENSON No. 656�: t F 4, .fff BY PRELMINARY REVIEW FINAL LANDS OF PROJECTNO 16118 STERLING SURVEY CONSTRUCTION, INC. JKR DESIGN CHIPMAN ST & MADISON LN., SOUTH BURLINGTON, VT DRAWN DLH LOT 39 CHECKED TOWNHOUSES PLAT A6#WJG 11-18-16 SCALE & DICKINSON AS NOTED C....htRA En#ine - Ise. BHT. NO. IMLAMOUREUX 4 Morse D— E.— l—n, VT 05452 'rnl. $02-878<450 0 "'0 UTH VILL.A GE PHA SE 2 k7� A PLANNED RESIDENTIAL DEVELOPMENT SPEAR STREET 41N \ L— 2N \, 43 \ v �%1 r 53'I UIET PATH \ 45 I GRAPHIC SCALE ( IN FEET ) t inch - 100 M 0 WNER/APPLICANT SOUTH VILLAGE COMMUNITIES, LLC (C/O ROBIN JEFFERS) P.O. BOX 2286 SOUTH BURLINGTON, VT 05407 I I / I , 50U7H VILLAGE PHA5E 1 N SOUTH B URLING T ON, = .. ' ' PLAN SHEET LIST f / �• Sheet 1 Sheet 2 Sheet 3 Sheet 4 Sheet 5 Sheet 6 Sheet 7 Sheet 8 Sheet 9 Sheet 10 Sheet 11 Sheet 12 Sheet 13 Sheet SI Sheet S2 Sheet El Sheet E2 Sheet P1 Sheet P2 Sheet P3 Sheet LI Sheet L2 Sheet L3 Sheet L4 Sheet L5 VT Overall Phase 2 Plan Phase 2 50 Scale Plan Multi -Family Building Lot Plan Plan & Profile, Preserve Road (Sta. 10-100-23f00) Plan & Profile, Preserve Road (Sta. 23f00-25f33.15) North Jefferson Road (Sta. 25f33.15-35-1-49.12) Plan & Profile, North Jefferson Road (Sta. 10*00-17f30,20) Plan & Profile, Churchill Street (Sta. 10100-17*82, 75) Plan & Profile, Private Drive (Sta. 10-f00-14f68.13) Ligh ting Plan Roads, Details &Specifications Water & Sewer, Details &Specifications Pump Station, Details & Specifications GAfP & ITT Gas Utility Plan Storm wa ter Management Plan, POI #1 (Wet Extended Detention Pond) Stormwater Management Plan, P01 #2 (Grass Channel/Dry Detention Pond Erosion & Sediment Control, Phasing Schedules Erosion & Sediment Control, Details & Specifications Phase 2 Overall Plat Phase 2 Lotting Plan Phase 2 Easement Plan Landscape Plan, Street Trees - North Landscape Plan, Street Trees - South Landscape Plan, Pollinator Hedgerow Landscape Plan, West 12-Plex Building Landscape Plan, East 12Plex Building CONSULTANTS O'Leary —Burke Civil Associates, PLC Civil Engineering Associates, Inc. Michael Lawrence Associates 13 Corporate Drive 10 Mansfield View Lane 8 Lincoln Lane Essex Jet., VT 05452 South Burlington, VT 05403 Essex Jet., VT 05452 878-9990 864-2323 878-2778 , f _T� /I/fl�11 1 /\ LI �,LETON L y� \L \EXrT/.FAMIL�'. I�l\` 1 I N/F!- 1/f; \1.500 GAL. SHARED �\ 1 f r r /� \ 1- l /``/r/ /Ji Jr / r l 1 rj / // // w /\/ / /i!0 \/ \ \ \ KG f J t I\ I r , 1 t ! 1 / i-// J, 1v �O.j3\.(I\CY\1I \ J�lo<\� L OI 11 1 , ,2irf ; \�� y �I /� v ` \NO' � _ (2) r TYrE fill I� ' 1t 1/ \'. \ / OrrER WA .5 VICES IfIt </ ) - c. i DETI N{F\1TeA o� R\\\ l v a\ Gorr l ,\ l \ \ \ , \ "Pdl\d iSEE\ HT. `02) -J "..f. /. •M... �/1/�jllll\S/� ..� I •�:'.'�l.':::J�.'.'.'I \ \) j 1 \I1 I II 1 �i �' III 1 6 \ 4/ri�f jell p I I I I I IIIII/ii/il \ _ �\ 1 l 1 1111111IIIII � I .':::':•; ::: � I \ 1 j ) 1 j! l ! \ \111 II1111\\\ \ 1r\ // 1 1 1fill \Ili(I\1111 I I\\\\ I 11r \ll L�1 .. .:.:'.:' I\IIIII/ S >\\INN IIII11\`-'\IIIII/ii/11 li // (I i l I\ SI\ \\ �\ \ I I\\ �)1,1 ( f((f -/ ^ \ \ \ \ \ \ I %/l/ l 11 11 f/ I f\CIS r - I 1 \ \ V1GiClGUZ-TI•IKAL, / r // /f+•��--:��1.1 I \ J \} 1 I /O/PEN SPAtLE \ 1 \ I I I II r( / III \ a \ I lr \ - - - - ••• // /- rlQT DE[ENbFN T I \, F 1 I II11\11l \( 1 I /411 \ \\ ON rHA$IN4 \ _/ 1 I.JII 1\N, \ `\\ \\ \1 ( / �R12.67 AGRP } \\I\ 1 II l IIl? \ I) I J ) I) j \ I } IIN— /V\ / 1 r/�� ! \\ owl/ I /J 11 II /1) / 1 1 I / !IIIII I/ \ II IN I N. \ / if 11 l it y111111 rJ/Illlllti \ \ } \ }^ /\ }////! 1 / � f \ 1: 1 •..h.: } / r / 1 \_ r l IIIII 11\ \/ I1/////1 ! 1\ EXISTING T 1 •""' / I I /-FUTUR\EJQO� ��- \I \IIISIkI\ C /�\ 1 1 II11If!!�rl� \MUCH-uSE�I f'....:::::.: \\ \\ \\ \1� DENT �\ 1 \ S 1 /1(I\! ll\ \ l� 1 rATH \ \ \ 11\\��-..\ 1\\. \\\\\ 1!/ } /•r•'. .J:. + \ \\SGHO SITE "- ;\ I )kit 1 \l ><(/ 1 Sl S S •' •��• \ \! 1 15.0 AGRE51\ 011 11 1! S) 1 1> // EXISTING 5 I ( -4-2613 If ( 1 \111 , 1/^ 11 \I\\\ \ \\ 1 \\\ _ M�}_ -� 5MH •7A) kit IN •�<' TI \,1111;I11 \� 1W\ I I Ili\11 1/ `\ _S111 rROP05ED I IN( f!I//M1 1\I III/IIl`\li\ I\ 1\1; <1 l;^\� \\.��-_\ \//� REGREArTHION II I !i I IIIII/ I \111.1.\1\\ I I I \ /'\-�Yc r I Notes: U ALL WATER IN AfYSTd WORK -ALL 6E GGORDANE TH GHAMLAIN TER DISTRICT •SrEGIfIGAT ION . DETAILS FCR TFE INSTALLATION Of WATIO! ^MUMS .—TENANLES" AND TIC VERMONT m SIITLY RIME. 21 ALL SEWER SY5TEM WORX SMNLL DE N ACCORDANCE WIM TIE STATE OF VfRMCNT — AID TIE GI TY OF SOI/M DARN6Tp FLD.IG woRXs zreuFIGArIONs. 31 '"N' NOT TO DE LM5E0 FOR MOKRTY GONVETANGE _ To MAIMS ISYTIILIV YNASE 2 OVERAL Mr AND YSWW 2 LOTTN6 F T' SOUTH VILLAGE GOIMUI ITIE5. LLG. DA XVSVO M@A.D DY GIVIL ENG II 110S ASSOCIATES. NC. 0 MOVIDE "COMMON LAND" STENCILS ON TREES DEI111D LOTS ] 55 AMROX. EVERY 75 OG TO DETTER DISTINGUISH O—LOP1ENi AMO GORMOI OPEN HALE —S. n 515 REFfJi TO TIE LANDWORX5 PLANS FOR DETAILS ♦ Y GIFIG INFORMATION ) b \ /It 1- _ J - SOUTH VILLAGE PHASE 1 Owner & Applicant GRAPHIC SCALE vTIAX 2 dCEMDOWN SOUTH VILLAGE GOMAIMITIES. LLL SINGLE "FOOTPRINT GMRIAGE STYLE -11 N. 2N. IN. 6N. DN-19N. ]6N AND 37N • II UNITS R./O RODIN JEFFER51 DIRLEX "FOOTMINT" UNITS 3MW4N 1IN-14N. 20N-3SN AND 56N-65N 36 UNITS r.0. DOX 2Z66 DIAL! UNITS 12N . IM • 2 UNITS `'OUTM DURLINGTON. VT 05407 SINGLE FAMILY LOT5 J6 SN. 66N 6,IM AND MN-15N M UNITS ( IN FEET ) - M.LTI IT DUILDINIS 66N-7AN 12 UNITS I inch = 100 ft. - MULTI -UNIT D/1LDRNG 60N-IN; % UNITS CAROLYN E. LONG REVOGA6LE TRU5T N/F ll'II\ \1111 I I I N I ) i 1N MIN ION 1 !r 9N 1 \ <7• ✓ 1� •SYORIAWATM I\ DETENTION•AR5%\•\� 6N •roI -sr•- Is��.�srlr.•sn / / idr-j rATF�j \ . • . "_At5 T.WO pl..a.( c^AD •..hr . . AYE /M}DS • - r= �~ .j•. .T� L• J It I \ 1► i •l• If ^\ •\LI i ~ I\\ 1\ THE CONTRACTOR SHALL NO"- 'W.AFE' AT i-5E8-DIG-SAFE PRIOR TO ANY EXCAVATION. Location Plan SOUTH DURLIN&TON, VT 1"•200, Legend PROUEGT DONDMY ------ MOM0tTY LINE _------_ xTDALX -------- -DO---------- GONTOUS LIME I U.5.15,5. DATUM 1 -- (n MO"W FINISH GRADE GONTOM 0 EXISTING IRON flrf 0 EXI5TIN4I GONGRETE MONUMENT IRON PIPE ITO DE xTl GONL E MONUMENT (TO DE xT) 9y UTILITY rO E---- EXISTING III G IG/TV?ELM W LINE ,� SEwER LINE E3 5TORILIW • WATERLINE ig EXISTING/MOPO5ED HYDRANT SILT FENCE Zoning Information — rAKCZL IDt- 1640-01640 1224.16 ACRES) NMx TWO. 117.92 ACRES) ZONM- SOUTH EAST OlAORANT-WIG.00RHOOD RE510ENTIAL (x0-WI DOINTY. PIIAx TWO MMXIMAI- IM UNITS MASTER MANI 46 UNITS PROPOSED. 1•N,LTI-LNIT5 66-71 . 60-11 5— VILUGE MASTER PLAN REGON5I0ERATION A OVAL DATED 2/0/06) A OVES TIE FOLLOWING WAIVERS. FROVIOW TM AT IGADLE 5OUTMEA5T OVAORANT ZONING OISTRIGT LIMITATIONS OF MSS OUILOING COVERAGE AfV ]OS OVERALL COVERAGE ARE MET GOVOZA6E. SIN GLE FAMILY MAX WILDING GOVERA6E FROM DZ TO 40 SNGLE FAMILY MAX TOTAL LOT GOVERAGE FROM SOZ TO 63 MULTI -FAMILY MAX DUILDI% COVERAGE FROM DZ TO •SM MULTI -FAMILY MAX TOTAL LOT COVERAGE FROM 341 TO 651C MAT SIZE. 51NGIE FAMILY MIN. LOT SIZE FROM 1200 S.F. TO 3.600 SF 5CTDA0R5. 5 FAMILY FRONT YARO 51ST15— FROM 201 TO ID SINGLE FAMILY REAR YARD xTDALR FROM b' TO 5' MA.TI-FAMILY FRONT YARD xT DAGR FROM 2O TO V MULTI -FAMILY REAR YMD xT DA" FROM 36 TO V MAX DUII_DI FEIGHT• 40 FT IFITLHED ROOFII 35 FT (FLAT ROOFl IC r, / SEE SHEET J �, / / I I j I II qx)l " P H (EXACT \ ATIO TO DR- i-: ETERMI D DURIk �ONSTRUG OIL \ 1'J f l _ v ice/ / f l • r/A ASS y11yHREq `I `\ 1,I 1 '�' \ Y • • • r \ 1 i WE7L,dNDS } I hV I 1 IN. '�� a I I\ - • / 1 _ , DETERµI D BOkING \ i •�/ q, s 1 y]J. t / l 1 / / / v.. CIONS7� 16N) AI J Illi ksq' Pam, �. 1 _ 1 / L� � �\� •M'REEF 4 ETW AGC QRSEEN \ \1 -02 may\ \ \-�' 7N _�\(\ y �� , - - ; • - - - - Location Plan WIDE GRAVEL AGGE55 DRIVE TO SOUTH DURLINSTON, VT N.T.S. PUMP STATION, PROVIDE GUKD OUT; PROVIDE ]" OF TOP501L ON TOP OF • 1 \ / / ✓ ✓ GRAVEL DRIVE + DELINEATE •� / ( I ".f -d f/ 5' WIDE I \ • • r / 1 I / f_ GLAss Two \ 1 1 1 1 / , \\�� / . �� SIDEWALK // . \I. i . . . WETLANDS I 1 / / / , . Legend � /! -,..a �� PROViQE 8" G�tFE I v \ A ! 1 \ / TYP AL 96' / / ... \ �ALVE AND 8" GL/b I � l \ - \ - ` .. / / / / I • I I •� • • ra."C' DOLNDARY \ 1 W IDGURDED / \ D.I. M 55 LF -r -{ -"\ / / I rUDLIC.�� 1 �� I I \ -- PROPERTY LIM / j / !/ ROUADWAY 1 1\ ��,,^^\\ / PROPOSED WW WITH END SrT.U� ) �— -I '� \\ I (I r ;Y /I \ } • . . __----___ SETDAGK RECREATION / "'7 1 �,� 1 ... / \ \ 1 / l / I ` 1 -J �� ' \ •(\. _- - rRl--------- CONTOUR LITE I U.S.G.S. DATUM I PATH r/ /I I,/�`/\\ / — y- / RI�kQ� . . . 1 PROPOSED FINISH DRAOF CONTOUR V" �O oasnuv IRON PIPE /^ / / q3/ \ \ G�2APPRIC SCALE \ 1 1 / / / / ' IXISTING LONLRETE MONUMENT ._��\ � IRON PI ITO DC XTI r----'�—�/^\�—'\ I / / / / I / T_— ��_ . . • GOaRErE MONUMENT Pro x Sen \ V a Aw Tm yo V ) V A // / ! / h� ✓ i I ` I ^ �.- w UTILITY POILS / // I //3N../ / .FL/ / f � \ • • T IXlsTlw CLCGTRIWTVR6FPF10N! LINO SEWER LINE ITOKMLINE I/m /l' \ / ! /[q nr;l 11 1/ I /\(/�'/ • r < wATEXL11 \ �,� / J / / - �� _1 J / < a 1 \ i i ^• i % I • \ �� /f IXISTIN6/IIRQOSED HYDRANT "-• \ \\ •. \ \\ \ I /! I I e < > / I I I . . • . SILT PENCE ,I , / ., / Zoning Information //1 I 1 \ 1 r' / • FARC2- IDI• DAO-OIMO 1]]/.0 AGM51 PHASE TWO. m.v ACREs1 / / 1 \ \ \ // /-' ,/ �/� / — \^• �-+� \ 1 \ 161� I 1 iT ,�) \\ . . . .�� . • zorrn, SOUTH EAST OUAgRAAUT-IEIGIBORIgOp RBIDENTIAL DEO-NIR) A � ll 1 // OQNSPY• PHASE TWO MAXIMUM, II( UNITS MASTER PLAN, ti UNITS PROPOSED ( / / / f 1 ✓ / . . • . . IM TI-UMM ee-T . 8o-9n 19N 1 SOUTH vAPPROVES THE PLAN INS WI IVERS. N APPROVAL DATED 1 ^ ; ` / 1 // ,/ ',�/ j // II / / fl I \ \ 1_. I 1 • • • . \I f • APPLICABLE XMIA� T w�ANTT XONII , DISTRICT PROVIDED ITA IONS OF DS DUIRASe IIOVI AND 301 OVERALL COVERASC ARE NET / O I ♦ // I / / - I I_ / r •1 SINGLE FAMILY MAX DUILDING COVERAGE PROM NSA TO Aa I / / PHASE 7 1 1 �.17 i \ 1 /jCsl{GULTURAL 1 —/� / / LIMITS ) 1 d { 9 \ • . - • / SIN61� FAMILY MAX TOTAL LOT GOKRA6C FROM 3W TO 6Q I 1 / IINGL ES M1LT7 -PN11Lr MAX DOILDINS COVEII PROM at To SM OPEN SP){GE ) I / I I I I f ' /'i BN I I A\ / . T•�. 1 'T1-PAMILY MAX. TOTAL LOT COVERAGE FROM YQ TO MI ✓v_/'LOT/ 1 /� / / 11 1 ��35T�' 1 t I J 1 STORMWATER / LOT sIm ( \ I NOT DEPEN¢ENT , I / I / I / ✓ I I t A.�1' I 1 / DETENTIOd ARFT(. !J SINI FAMILY MIN LOT SIM FROM LZOO I.F. TO 3AOO sr A \ \ \ 1 ON PHAS MIG \ / / I I 1 \ \ f I \ / EFER TO SHEET 51 •/\ SQTISAI 11 \\ \ SI267 AG1E5 /�� (\ / l _ l // > \ 1 , \1 // \ \ r r SMILE1 FAMILY REAARYARosemnGG& MON! w To S'D / / I FOR ADDITIONAL \ \ \ \ MULTI -FAMILY FRONT YARD XT DACK FROM OO TO D' \ \ \ ♦ \ \ /' / \ \ ♦ `\ \ \ \ ` ` ^ \ 1- - I ` f ^ \ I \ MULTI -FAMILY REAR YARD SET DACR FROM W To S• M+X DUILnIMG NeISHr. OFAO FT ('ITCHED ROM, A PT FLAT RDOFI \ \\ 1 \\ \�. / \\ i \\„ \ \ \ \ \ 1 r / ' � I / \ • • • • • •. 1/SSA • / Notes: \ \\ \ \ 1 % \ \ \ \ \ / / / \ I �� • • AI% • U AL WATER sYSTEM WGRK SHALL DE IN \\ 6N • . . . //. 1 'AMMIFCA�Oelax ILA FOR AiHEE 1ssTAAiLA ION 7N 1 / . /. W WATER LINES a ATURTQLVLES' An ! t J \-/! �!- T Ys WAT LINE Sumr MAP. ;2oKOAXNA.E WITH rHE spnrR or LvsRuo1. vR5 RECREATION 1 %= �• / 1 ! I I 1 1 AND THE CITY - SOUTH DUKILNSTOR U,LIC PATH \ 1 I 'q �.� WORKS sKClncnnoNs. I � �\ .0 P NOT To x Usm FOR 1-1 CONVEYAIKL REFER TO PLANS ENTITLED rHA% ( II \ —" �l / // \ 1 I ! j / /_•/ , /) / / \ / . -RA Fur A 'nun a LOTTING PLAT' SOUTH i/ \+ VI COMMUNITIES. AKEOr Vm^INC.Al / Owner & Applicant r r THE CQITRACTOR SHALL NOTifI' bIOSAFC AT SOUTH VILLAGE COMMUNITIES, LLG 1-BBB-016-SAFE PRIOR TO ANY IXCAVATION. WO RODIN . FER% r I / / / l 1 1 I <\ GI_Ass Two A- P.O. Dox OOeb SOUTH DURLMGTOI, VT 05407 _ 9/23115 REVISE PER WW AMENDMENT REVIEW / LAYOUT GH&W M v _ / '�� 1�� S argil I, \\\ `\\ `` ` ~\ // // / / ` \ ( • • 7/29/D REVISE PER DWGWPD AMENDMENT REVIEW \ \ \ \ \ / ,/ // / / / 1 l` I \ \�\ • . 6/75/D ADDED SIDEWALK AI•D CUM. REVISED VTILITIES AND GRADING. LAYOUT REVISIONS o,A25/26/M REVISE PER PRO PRELIMINARY APPROVAL CONDITIONS IET PA SINNNII ! \ 1 > J ) . �SAS01 / 14� oecn o QWOQMKN( o nOAAVNRT SOUTH VILLAGE oBrn COMMUNITIES, LLG / `\ \ / / ; / r / / \ I' / /� �• \0. = O'LEARY-BURKE IPPH SPEAR STREET SOUTH BURLINGTON, VT J. CIVIL ASSOCIATES. PLC PHASE 2 50 SCALE PLAN emca wIA: „�Amw"..� I �' }./ \ SEE SHEET 3 I \ / ACGRIGULTURAI\ / L OPP:NSFAff NOT\ DFTFENOENP i 1 - ^reR (b uro I - ----ON PHASING L r / �_ $3.51 ACRES i , 5' WIDE ` Lj i- 3�SIDEWALK f QUlEl\\PATH\ IEXAQ,T LOGATI" Tc Dq e IfRETAI N 3� AI ! J RE 'N { G COMPRESSOR / T' t I -� �\ ` —1 DUMPriTER I r — / /! , I / N// J ,. / 1. / / 1 / / /.. /. / 1 /. 7.. 1 !b CC r _ ._ .. " O.�U + / 1 / / ,, 0 9 / l l 37 A7 kE fQ LOCI. / ------- TF, p � — .87 } �� / � , �' ! ( 1 'FIRS•APL.00R E�3CIU-4 iii /. � ! / � / ! ;KP t��I�il-, WHAT 1 hhh m� ,.•// �, __ :... Q.•. I + "' J I / l / 'rc,, I 1, TtlP: OF. L'}'`.., 390.5. •l ":. SLAG / 7 / .+ ASE 1 .-.. \ V/. , .75 0.l3 / multi MIR. TI 1 N_T ! / .I 1 I GAR + + 4 WATeX n 5 oETwEEN I 1 1 ,I A t`\�.�} �'3 WAreR SEWER PI&ST FLL10R ELEV, 139L5 • —�' SE'RvICE5 ITY, OFI WALL 34d 1 ! 2. ! U.60 CIAKj4 SL� ELEV: ,0 5 1 Il 1 I I R ON LO K \ V�; \ \ REG N OG \ 1 1 IREINI W s q q rr 1.31 + I 1 ETA NNG A -111XXX '/ 1' 1a1 WER E \ i I I l SE ICE O� h Vim,, kl. �.JV na/L I-uN lain DIM� ETA NIhI6 WA �l I I / � :._. i- Iv 1,07 + 0. 5 \ T .{ '. 1 043 / + \ + V. f� p � SER�VIFCgEp W/ GATE VAL`fE � _ �_ 1CbINGS 1r_I _ ---- FIYD. 5 D T �aeE DETAIL, _ '1 SHY. ,I ! vv ,1 MY ■ DUMPSTER FENCING RENDERINGS NTS I,� �\�A�E�■■�� call■iA�%'�'�� ■� .,;�,.: ,, 1 I e • FROVIDE ' r 27RETAINING WALL IF Ism -+r- / - \� / ® / / I /I ---T CU / / �— lT i I I I 11 14• INV. OUT• 376D RMC$G;oo sm xi'CLWDE/ npM. MN• 64.DJ / 11 1/ / I I ! / ROAD D I I i i /! / If %RAPHIC/ SCAI/E / h Y- It PROPOSED 5 WIDE SIDEWALA ITYPJ I h Parking Requirements FQ TAdP D-S PARKING RCOUIROQlTS, RtlIDIXt1AL UStl MLTI-FAMILY DWELLINGS• ] SPACES / DU, . 1 SPADE FOR EVERY A UNITY PARKINS, REOUIR D. ] lPAG" / D.U. X ]1 LNIT5 b 5PALE5 1 SPACE / 4 D.U. % 5A UNITS G SPAf.Ey TOTAL SPACES REWIRED, Sa SPACES PARKING PROPOSED — V23/I5REW5E PER WW TROVEUNDERGROI.ND FARKMG GARAGE, 4G SPACES IM SPACES / WILDMGI ,1AA e(11/FF/AAOBI:A O AT GROLND FARKING 1. _-y rs A X rs5,, aTm wFAx•o OTAL SPACES PROVIDED, SO SPAOES ♦ �\ /��G rw,LL BUILDING RENDERING THE CONTRACTOR SHALL NOTIFY 'DIGBW AT 1 BBB -DIG SATE PRIOR TO ANY EXCAVATION. Owner & Applicant VILLAGE CLL KASRJNITES, L 1— IL/O ROOM JIT51 FER ', AA� SWTMODLRLINGTON, VT OSAOT II1111�,, Location Plan Legend --� PROJECT DpR{JAKI FROPERTY LINE _ ----_ S ISACR -- '110......... CONTOUR LINE I UyGS. DATUM I - FROFO5ED FINISH GRADE CONTOUR C E%15rING IRON FIK EXISTING CONCRETE MON— IRON FIFE (TO DE SET] LONJIRETE MOMRA:NI KO a SET) 'Da UTILITY MOLE - E EXISTING ELECTRIC/TVFTFJ.Qs10/E LINE T ` K LIK 171 5TORM.Iw M WATERLRP EXISTING/FROPOSED HYDRANT .+.�•«�.•�a�• SILT FENCE Zoning Information — FARLEL IDR,—0-01EA0 D11.G ACRE51 ?RAW TWO- 117M2 AGRE51 ZONED, SOVIM EAST wADRAM-NEIGMDORHOOD MS)C MIAL 15EO-N I FHAW rY, M1IASE TWO W%IM1N, IN LINTS MASTER FLAW M LNI75 PROPOSED. hM1LTl-U11T5 60-71 . 60-1I SOUTH VILLAGE MASTER FLAN R�IDERATION APPROVAL IDA= 2 D/001 AFFROVES THE FOLLOWING WAIVERS, PROVIDED " AFPLICADLE SOUTNEA5T DUAOKNNT ZONING DISTRICT LIMITATIONS OF 51: WILDING COVERAGE ANI 301 OVMIALL T KAW ARE MET COYLRA . SN(Sr FAMILY MAX. WILDING COVERAGE FROM DN TO ♦A SINGLE FAMILY MAX TOTAL LOT COVERAGE FROM MI TO OM M.LTI-FAML7 O MAX ULDINTT COVERAGE FROM aI TO SON M.LTI -FAMILY MAX TOTAL LOT COVERAGE FROM 3W TO ISM LOT 5M, SINGLE FAMILY MIN. LOT SIM FROM 1200 Sr. To 3000 Sr S[1DAI SNGIE FAMILY FROM YARD SETTS C FROM 70' TO IV S NGLE FAMILY REAR YARD WTIS CK FROM 3o TO 5' MA.TI-FAMILY FROM YARD 5E7 RACK FROM b' TO D' M.LTI-FAMILY REAR YARD SCT RACK FROM 301 TO S' MAX. WILORIG HEIEAIT AO FT PITCHED ROOM, M FT (FLAT ROOM LUMINAKE DETAIL NTS �R :rs Des DOLT":%Tmo F� FINISH GRADE J. W J�NTIeT�fTS DIT- "I L- LIGHT POLE FOUNDATION NIS 3a 37' 37( 36! 36C c 355 10 Legend PEOJEGT DOUIDARY - PROPERTY LINE - - SETDAU ------------- _ GpROUR LIME 1 U.5.6.5. DATW I --1�-- PROPOSED FINISH &RACE CONTOUR, C EXI5T IN& IRON PIPE 0 EXISTING CONCRETE MONUMENT IRON PIPE KO DE 5E7I GONLRETC MOMAOIT ITO Be SET) I UTILITY POLE \ - E--- - - EXISTING MA7RIGM/TELCPHONC LINE 1 1 9 SEWER LINE ]TORNLIME / • WATERLINE \ EXISTIN6RROP05m HTORANT I - - SILT reNLE I 1 \ Notes: I M ALL WATOt fYSTd WORT SHWIl eE N ALLOROANLE WITH LHWLPLNIN WATER DIMILT 'SFELIFICATIONS i DETAILS FOR THE NSTALLATION (n O WATER LINES 4 APPUR761ANLE5" AID TIE VEINONT WAM SUPPLY R,• • 1 AI.L SEWu INS'p,1 WI - UNR W 1 N 1 ALGOROANLE WITH THE 5*ATE OF VPJRMONT MP I m I AID THE GYY OF SOUTH DURLINSTON PUDLIL WORKS SPEGIFILATIONS. W PLANS NOT TO W {PAD FOR PItOPORTY I LONEYANLE KIOER To PLANE MITLW T4AI, ] OVERALL MY ND VSYLGW5T" DATAD W MTP• SOMm LVIL E6IN!ZXIN6 ASLIATES. IN,. I EXIST, tl" FC G INV. IN,31 INV OUT,, ]OD]7 GRAPHIC SCALE �\ 1 a eAA- _1 X ( IN FEET ) 1 inch - 40 TL, SEE SHEET 7 CJUIE' P�ATH/1-fERAGT LOGATI DERMINE ET�DUIRIN6 l .� ` //� •/( i lONSTRUGT ow �_ / :.,, \ / �j/ i �♦.r c THREE ♦ \ // // / \ / WETLAND TYPIGAL CUSTOM 51N6Le FAMILY __ J... \ / SIN ( y 1 (\ HOME LOT. ACTUAL SIZE \ LOCATION (WITHIN ENVELOPE( /• . /- 7 / / I / \` N, \ \ i�j/ WILL DE DEPENVIDIT IRON `PROSPECTIVE PURCHASER 1' \ \ \ Still 41 \ I \✓/// \ /_ //� ) / \ ��\ / % / \ \ \\ tl° \RRV. OL•T• Y7 .l \ / 44 WINTAIN MIN IV SEPARATION / / - 3 \ \\ / HYD 4a / // III `\ / DETWEEN WATER i SEWER `\/ / 5ERVIGE5 YYPJ / I I f \ V \ \ _ \PROVIDE D"RD" TEE OPEN (4PAGE 1\ i / \yNXj / r I\IM I I / / _ \ NOT DEPEINI�ENT \ / • \ ! 4 / 1 r ) T\ / \ //� / ON PHA6 3/4" TY•e "K" MOP 10' r\ (� / coPreR wnTER / / 1 \� a,r r \ ♦ r \ I I Rs3.51 AG ES SERVICE ITYP.I { `:. \ l ECREATION R r/ I \ \♦ \ \ __-``PATH ; \\ ♦\ \♦ j ISEe oE'nIL. AGRIL TURARd \\ ^\KEGKEATIONAL PATH V 1 /(�\ / �/ \\/♦ AMR UJRS AT AND 51DEWALK ` IN / \ \ ` \ v END 0. RADIO: \ \ \ ` \ \ // l "Y/ / �l�\ (SEE DETAIL �- I"�.•. t I l I ♦ \ OPEN SP)tC\E: SHALL COMPLY WITH 1 \\ NOT DEPENDENCIN 1 1 \ I \ ^♦ \ \\ �� ` \ \`♦ �IdP+4 4 4 rvc SEWER � _ \ 1 \ \ 1 \ ♦ ` \ \ , \ wli SERVICE RYPJ - y` PROPOS ♦ 1 \\ ` \ \ `\ `\ \\ \\ \ 7e' II %R.�A ` ;\� "\ /C.O. 40 N, WI \\ \ ♦ \ DE ulKeeD c..o. Ps \� \ 1 1 _- ♦ ♦ \ INI FLIDLIC 1 t t[V\ IN, 370.00 / (• •1 \\ I / / I I I \ \ \ \ _-� 5WIDE PEDE5TKIAN EASEMENT !' • '/• •1• \ / / \I 1 I 1 1 I \\ r e •fl i TO CITY OF SOUTH DUt N&TON . ��. G TP5•THREI: i /i I I \ \ IN I\\ \♦ 1\ CD 46 I I1 / 1\ I♦ ♦. • wi6TT • • i _ AND �\ ar Iyv oIT, Jalfi � � ' 1 PLAN `-- `� .� : -� }MHR3 i•' .�.. I I •� • HORIZONTAL SCALE, 1" 40' " L • HIGH POINT ELEV • 355.51 HI&H POINT STA • 14b7.75 FVI 5TA • 13.75 LOW POINT ELEV 367.OS- HIGH POINT ELEV • 363.53 PVI EIi'V • 366.00 LOW POINT STA I7490 HIGH POINT 5TA PII AD. • -5.D0 FYI STA • V6M ?VI 5TA • M-50 p, HYD. 41 GD DEE DETAIL SHT. 1 CIS #I- DEb IN WRD AT ]TM rLA\e CURD AT \ ��• •cLASSI•THCWAND WFTIIAND Ij 1 �♦ ►�` `,,��5� Ott a, R " AM R K 100 DO VG K - 100.01 00. VG SMN 45 S' QQ py HYD. i3 STA ]2•51MH 39M,W (HYD. SEE TYP5TA 5MH IDa70, 6D 47 T L a� ^ ITYP. SFE < ly INVRIN• 1=• yH S DETAIL. SHR. 9 / -, RIM- b 7 ,A 4 f _ ,A VET IL, f D' INV OUT, 366.74 LOW POINT TA • KNb.11 5TA 13'WI LT / �• SMH / CD 41D - FYI STA23,90 FVI 5TA • p450 INV bLT! 6 U -'� "" IX151J '�'� GRAD@-r --- FINISH a' INV O 37 GRADE�liE 67 O ZI Q IU RIM, 371 PVI ]7673 _ PVI 0.@ 370.41 6" 6° INV 971.0 , 37A9 H i1 TYP. 6' PERF. SOR - ISi11W _ ------ - --_ -• _ INV IN, 37].7 171 6" IN RIM• 37646 IN- 373.45 AD. -3.30 3 y AD. 6.30 D" INV OUT, 374JY1 T%. i3.75, 0 LT 35 PVL ORANV _� _r 6 INV OUR, 377 IN W, 7 K 8.57 K 7.14 I _ / / r RIM• D" INV dJT jl. _ - - - -- ____ - 1 ��-� tl"5' 366.. q0.0 ' VG H 50 VG � _ _- - �- < Rh 6" LL W D.I, WATOPAM IN - •- Y _ - _ - HYD. !4 p� 6 O '-'- --- 1O IE C CIE IL SHT. ro J Li G.O. 43 e SOR !3 PV 6 D 52 W \ 5TA. W2143.` RT GOVEIR,i74,01, 14' 3n.e RT _ 7 D006 D( mac` TERM°" N\ !1 1L v All ' /tl V. OVf, M _ •�� y1U 0 _ / YDFE S• O • 20 6" INV. IXRi .14 (A 44 E �� L' C. •7 .0. 44 TA. 14+74A1 NO-E, U IN FROM TA 17.10, 17 PAT I]p 5 O' 106 L, S' O.ON p,D Q / 5TA. 14.]143. C,OV5,, LT 65T NI' OVER b5A LT TO CA 45 TO GIS # SHALL 12 RIM, 35LOO " INV IN,J7DD6 tl 5ON 35 S, 0.0746• INV. OUTS 7.Y4 OVT 379 IN FROM I.N TS tl' INV. OUT, 374AD ' tl3' 7*4 5AH 4 O.OU H O TA. 16•KIM Q5' IS" HDPE RIM, ]D2 G.O. i6 STA 11.40 ' RT L• 7 S, 0.073 \ TAIL, 47 T.91 5TA 11.75, 17 T IS '. INV OUTS 3 Co. 45co9 CD 41 RIM, ]75.97 6' INV IN, 979. STA. Y/N0, RIM, LT 3BL60 CID 5TA RO GO 35 N• RT ER, JD9,D9 6' INV. OJT 3W.M CD •6 5 7KIM, 17 RT RIM, 37730 d IS" INV IN, ]77 6" INV INS 7Dh6 5TA. 19,L3 1. 17' RT 6" INV. lR, ]DO.M 5TA. 73, u' LT 6• INV IN, 374.b 3 15" INV. OUT, 372.19 6' INV IN. 375.11 RIM, 3 .15" RIM, 360A0 0' OUT- 314.46 C 41 tlINV IN, 73AI4 1]I6°INV OUTS 03 6" IN• 377,74 NV IN, 370D5TA IM75 I RT tl" INVOUT, ].M tl• INV IW 37 tl' INV. OUR, D6 90 a INV tl" INV. OUT, 37744 OUT- 375A5 tl• fll OIJT, 36SM tl• HDPE 43' S• O" 6" INV IN, 73D 30 15' INV IN, 1 47 L Z4 0.007 tl" INV. OUT, ] l65 5TA. 65, I] RT RIMS 3D0.70 STA. 72+47. G® AIIIJ 15 LT L-, 5, ODIC, 6" IN IM 377.54 RI 376D4 6• INV T, 377.44 6" INV 37.116 ' INV IN IFR G 461, 375.7 6• INV 373.06 'I 15, INV. IN, 3710 OUT, 370.1 totl• INV I 15" INV. O , 367.76 , 366bD QQ qq gry 9 Z x yY 2 00 II+00 17+00 1.7,00 14-W IS+DO m O Owner & AnDlicant SOUTH VILLAGE COIMRNI�IES. LLG IL/O ROSIN .FFFER51 PD. Sox ]� SOUTH DURLIN&TON. VT 05407 N-.n. V23/15 / LAYOUT PRESERVE ROA•�DN�� 5TA. 10+00 - 23+00 PROFILE N351IRIIN HORIZONTAL SCALE, I° • 40 ♦ ®F /fi', VERTICAL SCALE, 1" 4' y t 1 e CON TRACTOR SHALL NOTIFY AT N. �� 1 688.OIG--SAFE PRIOR IO ANY EXCAVALION. iIV, {,Royp, \; •Ai/®ilRiRi Y�,, D 2/LVIS XENI PRESSURE REDUC IN& VAULT PER GWD REVIEW ADDED CURD HD TO PRESERVE KO_ SIDEWALK NORTH OF PRESERVE RD. AREVISED UTILITIES PFH DJH 11/70M KEVI5e PEK DW&WFD REVIEW PFH �5126/14 REVISE PER DID PRELIMINARY APPROVAL CONDITIONS er FFH 081 O IEcaRa INN- O PARRMWI/Ar SOUTH VILLAGE GOMMUN TIE5, LLG �11,2Y,5 oer. �201:.e vFII O ILEARY-BURKE CIVIL ASSOCIATES, PLC 5PEAR STREET SOUTH DURLIN&TON, VT ]6ip.95]' O,We •"L'A [� s h PNarERnsWo PLAN + PROFILE I'=40' PRE5ERVE ROAD 5TA. 10.00 - 23.00 e" Lege! la 10' WIDE GRAVEL PRO.ELT DOLMDARY PROPERTY LINE ACCE55 DRIVE TO PUMP STATION.''' PROVIDE CURD F / f/� /�' 6N /�/ r �� </ /( 4" SON. 35 PVG ` "t` / GUT: PROVIDE 7' /- - �, j - KAI75TI0-121 •.. ---- SETDAGK ON TO TOFS GRAVEL TOP OF GRAVEL / - // • 1 i - J - ,,,---^^^-'AYL-- p�` \COTIGHT MAINTAIN MIN. 10SEPARATION , ' --"--`---------- LONTOE LINE I U9,E DATUM I PROPOSED PINISH .DRIVE + DELINEATE / \_ / Fri '#�1 9� / r$Y tz +„ _ - ` SERVICES IVM.EIR V`�iS C GRADE CONTOUR IXISTING IRON PIPE 5EE PUMP PROVIDE REGION //. / � / ybti � • \" �\ p IXISTING 5TA INSET rDLOGK RETA ININb / ".1 JN a "-.1 ' '. .. SMH #9 1311 Pv V \\ `VEETTLANDS LONLRETE MONUMEHi IRON PIR ITO OE SETT _�.,._\- LyA�-d 1 \ \ \ ■ LCNCRETE MONACNT ITO DE SETT ISEE DETAIL'\ GLA55 TWO\ TIANDS 12N .MIN I , E VTILITT POLE ELELTRILrtV/TELEPHONE LINE IX1MR l�l PROVIDE 4j--�'� 8" G-900 NC 12'Y12'XO" TEE SLEEVE y 31 SEWER LINE J '4 / GROSSING � R STORML No WATERLINE--- l IXISTINb/PROPOSED HYDRANT 40 fl23 SMH 47 ` ' o Y d / / S4o'" ,"iq /� Z\ \ // SILT PENLE .< y, •,i.^". ;, HYD, i0 \\\ e / ••`\,\ DETAIL. SHT 91 IDE N 13N •SC x 3 ,.dl N .- • ".. J 'y WOW RETAINING SEX 0- ISTI 12 WATERLINE n x + '' "'S70RAGE TANKS 1 / ` •, /. `'- 31N __ � �J-/ GD 435 j 4 ' PVC SEWER / 12` NV IN, ` / " \;-' ;, ��_ 5J5+4412 M 5" ERVIGE ITYPA '•' 363.58 _ _ / ! _ =it \ ED ( WIDE C VRDFIJ '� % SOUTM VILLAGE PHASE ONE ALVE PIT 8N - l 1 t / / JNVINV OUT, %348 r % "\ / / ;r.: / / / 'f~ •" '-r/ /n.m` /� \ \\��PROPOZEO ,- PUDLIG ROAD- $3 •---__ ISEE 5HT. *1 \ FL4AF 51ATION - 't M i _- / _..-- - ---- _ Z-'�-= _ - / HOPG cf, #�iO _ / /' / . , _ _ _' _ JZEGREATION PATH \� // �` EXISTIN6 26 WIDE \ / GURDED ROAD _ / ISEE SHT KIM/ \ -- \�•• 1 j� 3c , �. - / -� --. - �•'12' INV. OUT, / i'GD 1112 �--GD tIJ GD 1 �L� 3- • SDR 26 PVC, FM. w-'t"C / / ! �RAj•�9bB. _ _ _ - \ - J• - OF 12 PUMP STATION IN5ET HORIZONTAL SCALE I" 20' _ / ,.�/ - PLAN NOTE: 5EE SHEET -1 FOR PUMP^ STATION ELEVATION INFORMATION k HORIZONTAL SCALE: V 40' FVI 5TA rv1AAEv 23+00 N 1 GRAPHIC SCALE _9'M al W. VG II o t i IN FEET 1 inch = 40 It. MINIMUM ELEVATIONS FOR GARAGES, TOP OF FOUNDATION, FIN15H FLOOR + FOOTING DRAIN TO ALLOW FOR GRAVITY SEWER GONIEGTIONS + FOOTING DRAINS UNIT # MAX. GARAGE ELEV. MIN. TOP OF WALL FIN15H FLOOR ELEV. MIR FT. DRAIN ELEV, 1 373.0 374A 375.1 365.5 2 3720 373.0 374.1 364.5 3/4 371A 3725 373.6 36275 5 370.5 37L5 372,E 363.0 6 370.25 37L5 372.E 363.0 7/0 309.5 370.75 371.0 90225 V IO 369.75 370.75 371.E 362M 1'M 369.25 370.75 371.6 225 MINIMUM ELEVATIONS FOR GARAGES, TOP IE FOUNDATION, FINISH FLOOR + FOOTING DRAIN TO ALLOW FOR GRAV',TT SEWER CONNECTIONS + FOOTING DRAINS UNIT # MAX. SAKA6E ELEV. MIN. TOP OF WALL FINISH FLOOR ELEV, MIN. FT. DRAIN ELEV, 22/23 370.75 37225 373.30 363.75 24/25 375.25 37615 377.5 367.0 26/21 3".0 377.5 37,016 361.76 26/29 371.D 3720 373.1 3635 30131 369,0 371.0 372.1 3625 32/33 969A 371D 372.1 3625 34/35 369.5 3713 372.6 363.0 J6 371.0 37225 373.3 363.75 rvl s7A • 24«n 360 m Q xL VI ELEV • '67' AK •II 5 SEE SHEET 4 JBO LOW PO NT ELEV 366. pyl `�T�V •. 3J37p5y L "S IW.QD' VG n LOW PO PVI T 57A 27a48. 5TA 27465 7 - 0.5 AD. 03J J r E OW . PVI DV• •L4366A5 K 7,57 gD.00' VG ry „I 13 I HYD. vi 5TA. 34+90, 14' KT \ AO' VC r G ITYP. E SEE G 43 375 \ \ '�} 1i`' oo n CD #16 SMH 4q n n DE7 IL, �- 375 \ \ m SMH i6 e�• k 43 SMH i9 STA. 3p+ 8173' RT 5 A 72.75,1,"L STA. 24+04.5. LT,A Y O Q } YI '� HYD. f5 STA. 30« b. 63' L7 RIM• 708.76 6" INV IN: 305. RIM: 371. 52% RIM, 3W.02 8" INV IN: >>J SMH #6 F :XS R ITYP. 5EE ItJOB. 6" IN 360.22 0" INV OUT, D' INV .70 OLIT: %I52 \ 363 8" INV OUT Y, ].% 5MH #7 STA «257N a. IM: - DE7A1L. D" INV I 360.22 D' INV IN 70.3 2 / d 5TA 75«33.08, .5' LT 6" INV' 30695 IN• %7.97 ; J 5HT. Y D•' INV T• 700.12 D" INV. OUT, 3.22 370 ,@ \ \\\ 191 6" INV IN, 56.9 INV %7b7 Q -� _ 4 370 \ 6' INV OUT, 57 FINIS41 6RAOE _ ..� - - - - \ -O.SOx FI E /Stiti ISH IS" HDPE = o D.I. Y� WATERMAIN 365 L` �' 5� OAq `� -000yN- - 35 PVG UPDER AIN o- - _ L- 35' S: 0.006 D" 52 GO tl %5 D - - - - - - - - _ -' _ _ L: 144 5• 6 5TA. .00, 14 LT �"� D - - - _ _ ,_. 15' Hpe" S O.ODO G 6" INV. VER. 374.50 T. L• 2 5. 0.006 T1(jPE-- ---� -_ -`_..�___ _ _ _�-fit STDA. 2+50. 17 LT 370.50 _„_- __ RIM•370.4N- / _ e^ % PVL :260' S• 0.005 6" IN 6" IN IN: , 7.57 367. OUT, %7.47 r• t IS. I OUT- 364.4-1 �I GD #12 LD 19 S 5• .075 GD #M 360 STA. 23+ RIM: 00. 12' LT 5TA 23+75. 12' RT O VAVV6 T 8 SDR 35 PV L' LD 7A J2+75.Q3, 3 RIM 37 SMH #21 R � 4 970 It 7Q92 TA. 29+88.05, 12' 017 CD 121 0" INV IN, .21 2I 5TA. 30374 !6 o Cj � 6" INV IN 6" INV 367.36 6° I T %7.26 6" IN: 36736 OVT9�7U1]6 6 SOR J5 VC L:MS S• RN: 367.62 LT 5TA. 29+00.05, 12 RIM- R7 6' INV OUT, 7.11 6' INV IM: 35426 %4.53 D" INV IN D" 1 V GB MI5 STDA, 427+ 361.67 7 V l8, 6" INV M 304.8 D" INV N• .% D' INV. - 360.6.3q T• J00.29 D' ' I O V OVT: 300A4 5TA, 27 6,57, 17 RT 7, 12' LT 6"61NVN OUT: 3 .77 " INV 7 IS'• INV. OUT, .p RIM 965.73 RIM: %5.73 71 D" INV IN: % NV7: , 3t DI INV IN, .66 23.00 DI 6" IN, 362D3 IN 15" INV. OUT. % 54 34 IN D' INV. OUT, 36276 355 STA. CD #14 09.30, 15.6' RT CD 5TA 22 25+19.30. 15.2 L F.D. D" 1 L V IN: 361.34 15" INV IN: 15" INV. %LID 36LO %5 6" RIM' 366.75 INV MIN 36369 RIM: a 366.65 ' INV IN- 363.'U I5" INV. OJT • 361.24 L P 6" I OUT: 36379 D" I V IN: =83 121 D" INV IN- 36236 p" V. OUT: 362,73 TO EXI5T ING, 15" 1 OUT: 36230 IWW-4-26U-I: SMH 47AI 33 > a n r R� ° �A, 9 a � 'I � P �� N 0 4E A,I 1• 1 A h N�p _ P ,m'7 r$ � a aQ4Q L- n of o %O xS R R� M � 3i ,�, �n o �� S �� ,^5 P°$ �g I�in �n nm 74100 25,00 26.00 27+00 %.00 __ 29i00 JO:00 31+00 32+'00 33+00 34+00 35+00 3S, .12 REVISE PER WW AMENDMENT REVIEW / LAYOUT CHANGES PFH ��2" REVISE PER OW6WPD AMENDMENT REVIEW/REVISE GRADING STA: 32+75 - 35+p DJH/PFH Notes. ADDED SIDEWALK AND GURD. REVISED UTILITIES AND GKAOING, LAYOUT M15IONS DJH/PFH 3/3WD INCREASED IN EFFEKSON WATERLINE FROM 8' TO 12" PFH Owner & Applicant y ALL SEWER NIORK SHALL CE IN SOUTH VILLAGE LOMMINITIES. ICIO ROSIN is 5) LLL Il STATE Of VERNRIT EPR'S ALGORDAXLE WITH SCUT MD TIC LITY OF SOUTH DL4:LNGTON PIELIL WOINK9 SFELIFILATIONS. PA. DOX 2285 SOUTH EXIRLIN6TON, VT 05407 v RINS NOT USED FOR PROPERTY IE t OONVEYANCC REPER TO PLANS eNTITLED 'PHASE 2 OVERALL RAT' AND 'PHASE 2 I-0TTING RAT' SIX1TH VILLAGE CC-ITIES. LLL, DATE° W31M PRLPARO OY CIVIL EN611EI ING ASSOL:ATES. INC. PRESERVE ROAD 5TA. 23+00 - 25+33.15 NORTH JEFFER50N ROAD L+111NN 5TA. 25+33.15 - 35+49.12of ►E�.,� � � Afp ✓ � PROFILE HORIZONTAL 5GALE: I" • 40' 6 VERTICAL 5GALff: I" • 4' THE CONTRACTOR SHALL NOTIFY •DIGSAFE• AT J' 1,<GN4+ \ S 1-ma -DIG-SAFE PRIOR TO ANY EXCAVATION. PA ��I 5, 2/13/15 ADDED CURD, SIDEWALK TO THE WEST OF N. JEFFERSON RO. AND REVISED UTILITIES DJH IV2D/14 REVISE PER DWC+WPD REVIEW PFH E 5/25/14 REVISE PER MIS PRELIMINARY APPROVAL CONDITIONS Gr PFH OOBCA 13 E AEIAIN4RY E SOUTH VILLAGE COMMUNITIE5, LLG 'OECA �201? 0 'PFH OPLEARY-BLIRKE CIVIL ASSOCIATES, PLC SPEAR STREET SOUTH DURLIN6TON, VT 2O,&48-825 Cwe u _# 5 „>F�W ' rAm em®GONd PRESERVE ROAD / NORTH JEFFERSON ROAD 5TA. 23+00 - 35+4-1.12 Paux: a.wrw� Legend PROJECT 60UNDAKY - - PROPERTY LINE -- - - SETDAGK - - --- --------- LO y" LINE 1 USb.S. OATLN I PROPOSED FINISH GRADE CONTOUR 0 IRON FIFE 03 Z5TIN6 EXISTING CONCRETE MOMAENT IRON rlM ITO OE WTI CONCRETE MONIAENT TO DE SE71 Ra UTILITY FOLE E E%15TING ELEGTRIWTVrtELEPFOIE LINE SEWER LINE 13 5TORALIf1E W WATERLINE EXISTINGRROPOSED HYDRANT SILT FENCE Notes: M ALL WATER SYSTEM WORK SHALL M IN AGGOtPA WITH CHAM IN WATER 011 'SPECIFICATIONS I DETAILS FOR THE INSTALLATION OF WATER LINES 4 AFNRTENNICES• AND THE VERMCMf WATER SLPPLT RULE. 21 ALL SEWER SYSTEM WORK S 6E IN ACCORDANCE WITH THE STATE OF VERVONT EPRS AND THE CITY OF 501 F ECKLINGTOI F IC WORKS SPECIFICATIONS. M FUNS NOT TO OE NXO FOR PROPERTY IANVEYANCE REt TO PLANS ENTITLED PHASE 2 OVERALL RAT" AND YHISE 2 LOTTING rLI,r SOUTH VILLAGE GOM4INITIES, LLC, DATED W-U FREFARED OY CIVIL ENGINEERING ASSOCIATES, INC. GRAPHIC SCALE N IN FEET ) I ch - 40 fL PUMP STATION INSET HORIZONTAL SCALE: I" " 20' NOTE- SEE SHEET 9 FOR PUMP STATION ELEVATION INFORMATION MINIMUM ELEVATIONS FOR bARA6E5. TOP OF FOUNDATION FINISH FLOOR 4 FOOTING, DRAIN TO ALLOW FOR GRAVITY SEWER CONNECTIONS I FOOTING DRAINS UNIT 4 GARAGE ELEV. MIR TOP OF WALL FINISH FLOOR ELEV. MIR FT. DRAIN ELEV. 13/14 369A 369.5 370,E 369.75 IS 36915 36'L75 370.E 360.0 10 369.5 370.0 371.1 360.25 17 370.0 370.5 37116 300.75 I6 370.25 370.75 3711 11A 19 370.26 371.75 372.3 361.5 2D/Z7 1 37176 1 37325 374.3 364.75 Owner & Applicant SOUTH VILLAGE CAw"ITIES, V-10 KLEIN JEFFERSI PA. DOX 2266 SOUTH 6URLINGTON, VT 05407 l J KI #J5 RIIA 5 12" INV. IN! 365.53 15' INV. OVT- 365.43 SEE SHEET 4 w , r ` SEWER ®ERVICES YTYP� RATION i _ _- ET _ `\-\�, MAINTAIN MIN. 10' SEPARATION 5HE 7 SEE I I ;; 23N -- +• Y � � WIDE LVRDED _ M - r _ • l� 5• n4 \ u ,„I� � \.- -. , � 5MH 415 - "'r \ G ♦ .,.. r !r' 9 a 15EEDEIL TA . - ,. ,: r""" _" F ', ' ' • -` �.r \ � f HT. .I, "P#+.r� . ' •.. \ "PROVIDEHRELOIN i .. $. \ �'* � ISC'E DETAIL. BLOCK RETAINING- "_ � SMH #7 �► PROVIDE 5 W .•� !^ ._/'� '� ` \ \ T3 ..I \ 12' ID" TEE -- ♦ PROVIDE -ON L.O. INV., %192 SMH MII / PRO I RETAINING- ° HYD, #7- _ >i wf 9u, WALL DEE DETAIL. s\ 1- I" TER E CAPPER SHT. 91 t 1 # SS T O �\ GARAGE 37I.0 WATER SERVILE d� �`I' -- 1BN ETL \ �� TAW ]720. b'.t .SEE NMr = als i= \\ ) \ \_ \ PFP. 373.I PROVIDE STA. INSET' RETAINING WALL TYPICAL CUSTOM SIN6LE FAMILY HOME LOT. ACTUAL SIZE PROVIDE RECON LOCATION (WITHIN ENVELOPEI WALL _ `�- COPPER WATER WILL DE DEPENDENT UPON BLOCK RETAINING 3/4" TYPE K �•.^ \,..-' , - l _ l" y' I PROSPECTIVE PURCHASER _4 PVL SEWER SERVILE (TYrI 5ERVICE ITYPI - -� y^�� j \ \\ \ II t 6" .01 35 NC S. 50 FOOTING DRAIN TO , �1L- .O. IIJV.� 364.36 .DAYLIGHT NNI75 U-nl -\ PROVIDE R 10 WIDE GRAVEL , \\ ^ , , \` 170' I \\ WETANING \ I /) ALL TWO PUMP STATION. O \ I v., 'v_.,..� .. :. \ p\ \ \ \\ LWETLSS AND rROVIDE CURD , / QUIET PATH IEXAc\r CLASS TWOO Ac.LEss DRIVE r \ OGATION T� DE \ WETLAND T� PROVIDE 7' 9 �o SOIL E O. TERM INED DURING \\ \/ h' DRIVETOP DELINEI,R PLAN CONSTRUGTIdNI �1 I-� J/ HORIZONTAL 5GALE= I" - 40'A� GARAGE %NA-. / T309.5 FPL., 370A 37! 370 5MH 47 5TA 10+00, 6.5 RT RIM %7A3 DI p' INV IN. 356.4 6" INV OUT- 356.E J6 LD 422 STA. IOH926. RIM 966% DI 6" INV IN- 363,92 15" INV IN- 30493 IS;, INV. OUT, 362,63 360 355 1 3500 M L:O; 411, 5MH #12 D„ HDfE 6" OUTS %7.37 H STOK MH 41 STA. 16+66..; (y RIND %t9'T L.'XF 5. OA05 I 5MH 411 PROVIDE SOLID OVCRI ('h p" INS 360.45 C..O. STA. 16+00.70' 41 RT 5 HYD. 47 CIS 23 5T L7+7616, O.S' RT STA. U+14.i1 6,5' LT 6" INV UT 36035 LOVCR� J IT7P. SEE DETAIL, STA. DMIAO, 12 RT RIN 306.41 " INV IN, 1&1 RIM, (2) 15' INV IN 36 .00 360 7 6" INV. OUT 31N .64 .92 SHT- 91 RIM. .96 6" INV OUT- 3562p II INV OUT 36 17 6" 1 15' OUT. 36193 IN- 363.09 FINI O NYD. 4p 15' V. OUT 3619'1 0(3 (Tyr, SEE DETAIL. 5HT. 11T�#W IS° HOPE a O - FDPE; �7YP. L- 33' 5, 0.006 _ _. - -'� �77i-5�. 6" 35 PVC PERF. SOR 1/PDERCMAIN 17" LL 62 O.I. NATERMAIN L, 145' S. 0.005 '// _- 42" C•L 52 D.1. WATERMAIN QjERMA IN C5 #27 19" MIN. ZOR b PV '�7 D 030 D 4% g 5TA. 17+4 .J3, Ip.Y LT STA. 15+66.26, 17 LT F.M TO VALVE IT • 355 LWS' 5' 0. 5 5TA. 15.7.33 RIM, 9' R7 369.60 RIM- 369.41 RIMS 36•1.36 LD #25 6' IN IN, 366.56 rr 6' INV IN 30OA9 121 D' INV IM 366.49 (� CD 431 5T 13,24.67, t2' L 6" INV DUTY 366.46 - 0' INV. O T %6.39 6" FD' ,41 1"3,54 D' LT LD 424 5TA IN01.5L 12' KIN, T 366.40 V INV. IN: 366.04 ZI 121 I5" IN 15' IN, 306.26 INV.INS 31i 49 15° INV. OUT, 3 Rlw 367.61 6' INV INS %5A4 15' INV. OUT- 365.94 'A d INV. OJT- 366.15 .39 INV IN, 304.74 I 6° NV IN- 304.7 6" INV OVT. 364.64 6° NV OUT %4 4 D' INV INS 364.63 It1 FA. IN- 364.30 121 15' INV IN, 4.02 D" INV. OUT 364.73 6" INV. OUT 364.14 FJ" INV. OUT. .92 C ~ gF i KMO0 11-00 12+00 11 14+00 15,100 16+00 NORTH JEFFER50N ROAD STA. 10+00 - 17+30.20 PROF I LE HORIZONTAL SCALE! I" 40' 3#uu! VERTICAL 5GALEc 1" 4' ,Sp50) �Eq�G O. 4 THE CONTRACTOR SHALL 11011-'OIGSAFE' AT 1-808-DIG-SAFE PRIOR TO ANY EXCAVATION. A!lI 1111AA 375 D. 49 fP. SEE RAIL, T. 91 370 SwH #15 STA. 17+15, cl� RIM- 370.79 6INV OUT. 36202 3� .960 355 350 11 17.30.20 3' 39 3B 3& SMH A5 STA 100 !+.-1 RIM, 377 121 e" INV IN, 369.84 B" INV OUT, 366.74 37. LD 010 - STA 10-20.00, 0 LT RIM- 376.40 121 6" INV IN, 373,45 II INV IN, 365.07 IB' INV. OUI 367.97 371 CIS#11_ 5TA. 10.0.66, 17.1' AT RIM, 376.09 6" INV IN, 373.26 6" INV OUT. 373,16 b" INV IW 367.76 b" INV. OUT, 367.66 36! 36( 1( Owner & Applicant 50UTH VILLAGE COMNUJITIES. LLL IC/O RODIN " ISI SI P.O. DOSE 2256 SOUTH DUKLINSTOK VT 06407 1 w, 4" PVG SEWER � sERwGE ITYPI v �" _ \\ HOME ACTUAL SIZE LOCATION \ \ IWITHIN ENV0.WILL DE DEPENDENT UPON PROSPECTIVE \\ \ 52N PURCHASER 3/4 119�� GOP TYPE COP PEK WATER' OWIDE DLIL RD / PUROAD 410 OVIIS 121�41 -1 DETAIL. LOCKS Al 45°EIL' � �ITTI r v�- MAINTAN MIN SEPARATION ETWEEN � BWATER + SEWER ITYPI \!\ MH 14 / \ � J $'! 4 ,,,f+ ��• %�',�',\� �`�►ice+`� • b,� � PEA I•'� \ !d�i �/�j�� ••� \ "'arts : , � "� Atis , 1'F♦�tl , f) •:+ F� PROVIDE 4 DATE VALVE AND 4' CL 52 0,1. WATERMAIN STIR WITH END LAP FOR MULTI -UNIT DUILDINDS TTYP.) RELON DLOLK ;-RETAINING WALL PVC,SEWER SERVICE TO EACHPROVIDE MULTI121-U6'NIT DUI35LDIN6 T,I -RECON DLOCK 'a' KETAININD WALL GRAPHIC SCALE ( IN FEET ) 1 inch = 40 PL a1 OCTSHTAI�L, X 1IIN000 ,g6 S A 16 STA 14. RIM, 00, yy 90.0$ I 0" INV OUT, 63.53 PVI ST 11+00 PVI TY I: O" flRi. 35 PVG UDM SOR AIN AD. Q37 SMH ill I x 6 'VL ST IM, SB4.W - \\ CIS 2-1 ii IOD. INV )N� 376.29 - / ' ' �. \ A 5TA. 16,07.25, 12 LT !V 6INV , 375.19 i -" �. / \ \ KIM, 37663 R n 375A6 4 S n H Ab J 'rRL i l MH tl4 F"00• PL 6 . OUT, 375.55 D. IN, 374.10 r 0 rc 5TA. II+7 RIM, 42. 4. OOA6 �il --- �� 8IMR .jB7.7T •@� 1 tl" I V. IN, 374.10 I V. OUT, 373.90 J 6" INV IN, 74b7 / 0 .CCU LS �l5" " PVI STA a+95.77 p D B" INV OUT CO A \ FV 0.EV 77L06 STA. 14.J3. M' L STA. 14 37, 14 LT \ A ). K 5.12 76 i �. / OVER' INV. OUT, 367. 6" INV. OUT, l67.10 \ \ VC F 6 \ \ // / '.♦ 1 0.01 G.O. A G.O. 4 \ T \ - (.JR 5' Vjj4 f TA. - 35. 14' R LOVER, J9D6 STA. 14 ]7, 14' RT \ ^ p L 35 N INV. OUT, 367. COVER, O" INV. 3'/3.63 OUT, 367.15 \ n o D LD tl % \ i O Si m \ C n 00 M 3 4 y 0 6 RI 6" 764.86 W. IN, 36166 LD N28 S \\ s D, L,06 WA 125 V 6" INV. OUT, 36160 5TA S+02 I35. 12' RT \ \ PVO 5 b" INV OUT 37680 6" RIMS 360.64 \ \ 0.0� LD M33 6" 1 INV. IN, 37768 V. OUT, 377.56 O• \ i+ 0 U <7 CD #32 5TA, IN 2.35. 12' RT 5T . 12M ' 12' RT 4' FD. IN, 37366 �• _ MIN RI 364.86 b" INV IW 373.70 O 0" INV. N, 377.36 6 6" NV. IN, 616 INV. OUT• 381W 0" INV. b" INV T, 377.26 N, 371.87 15" INV IN, 376A6 SMH AI3 \\ � IS' INV. UT 971.77 15' INV OUT, 376.56 STRIM. * 6.Si- 4' INV. IN, 304.73 6' NV. IN, 364.731 S' 0003 B" INV IN, 364.73 e" OUT, 364.63 5TA. CD tl27A 10+75. 12 RTC N'4 RIM, 373.10 6° NV. IN, 370.16 6' INV OUT, 370.08 b" IN, 366.63 15" INV OUT, 366.73 �r q n r of n �� v, q -n RR �� A � ^ OO GHURGHILL 5TREET 5TA. 10+00 - 17+82.75 PROFILE HORIZONTAL 5CALE, 1' 40' VERTICAL 5LALE, 1" 4' 395 390 785 )75 SMH 412 5TA 17+62.75, CE RIM, 369.99 121 6' INV IN- 360.45 0" INV OUT, 360.35 110 _C15 430 STA. 17+64.7-1, 11.7 LT RIM, 369.36 (21 6" INV IN, 366.49 IF , IN, 366.49 b" INV. OUT, 36639 165 BCD 427 5TA. 17+64.7-1. IDA' RT RIM, 369.41 IN V NV IN, 366.49 6" NV. OUTS 366.39 (A IS" INV. IN, 366.1 DO 11" INV, OUT, 366.16 Legend ---- PROJECT SOUND KY - - - PROPERTY LINE -- - XTDAGK --- NO --------- CONTOUR LINE I U. DS6 DATUM 1 --------�- PROPOSED FINISH DRADE CONTOUR 0 EXI5TINEr IRON PIPE o EXISTING CONCRETE MONUMENT IRON PIPE TO BE SET) ■ CONCRETE MOMOME, (TO DE SETI tea, UTILITY POLE -- R- EXISTIND ELECTRIC/TV/TELEPHONE LINE 61 SEWER LINE -� STORMLNE R WATERLINE EXISTIN&/PROPC5E0 HYDRANT .. ., ...�,... SILT FENCE Notes: U ALL WATER SYSTEM WORK SHALL. NSE IN ACCOROA WITH C-1-AN WATER DSTRICT 'SPED 11-1 ON5 ♦ DETAILS FOR THE INSTALLATION OF WATER LINES + APIMU!t ANX:ES' AW THE V6RMLNT WATER 1111 RLILB 27 ALL SEWER 5Y5TEM WORK SHALL DE RI ACCORDW7 WITH THE STATE OF VERMONT E•R'S AND THE CITY OF SOUTH DURI-I-ON Pl 11 WORKS SPECIFICATIONS. J.I PLAM NOT TO DE USED POR PROPEIRTT GOINEYANLC. -a TO PLANS ENTIiIID MAX 2 OVERALL MT" AND YHASE 9 LOTTING PLAT' SOUTH VILLAGE COMMAi IT1E5, LLC, DATED U13VO Pli DY CIVIL FN6INEERI146 A55OCIATES. INC. 9/23/b REVISE PER WW AMEN311FNT REVIEW / LAYOUT CHANGES PFH 7/29/b REVISE PER DW6WPO AMENCIENT REVIEW PFH 6125/151 ADDED 510EWALIR AND GUI REVISED UTILITIES AND GRADING, LAYOUT KEVI510N5 DJH/PFH 17+00 17+82.75 11/20/mI REy15E PER OWE+WPD REVIEW FFH ,�•1� ciL(►r�♦,, THE CONTRAOTOR SHAL7117- ' I L NOTIFY 'DICSAFE' AT 1-Bee-olc-saFE PRIOdram R TO ANY EXCAVATION. R,pp¢• \�� r ANi 5/26/14 REVISE PER ORD PRELIMINARY APPROVAL GONDITION5 •Y PFH '"o� R o �T 4M C " SOUTH VILLAGE GOMMUNITIE5, LLG -11013 OBOA ''%011a - PFH O "LEARY-BURKE CIVIL ASSOCIATES', PLC SPEAR STREET SOUTH BURLINK7TON, V` 2012-40-925 DWB PLAN + PROFILE 7 (,HURGHILL ROAD V-40' cox n4esm 5TA. 10+00 - 17+82.75 _a C6 #42 / RIM • 374. ( 4 . IN. 3654 D" . IN. 3 4- O" OUTS 5.3 --"-"= rtt TYPICAL CUSTOM SINGLE FAMILYT. HOME LOT. ACTUAL SIZE + LOCATION (WITHIN ENVELOPE) WILL DE OF INDENT UPON g PROSPECTIVE "CHASER / # II SHY. 9 )SEE DETAIL,/4_1 CD 437 NM' 70475 12" W. 304." 12" INV. f]{('[• 354.49 365 ( 360( f 375 370 365 Notes: U ALL WATER SYSTEM WORK SHALL Be IN AC.GOPDANGE WITH GHAF_AIN WATER OISTRIGT ETA 'WMIFIGATIONS ♦ DILS POR TIE INSTALLATION 360 OF WATER LINES H APNRTENANLel' AND THE VFJWONT WATER SUPFLT KU.E 2.1 ALL SEWER SYSTEM WORK SHALL DE IN AGGORDANGE WITH THE STATE OF VERMONT EPR'S AND THE CITY OP SOUTH -IN- PUDLIG WOIGRI SPEGIFIGATIONS. 3U PLANS NOT TO DE USED FOR PROPERTY CpNVEYANGE REFER TO PLANS ENTITIM 'r A 2 OVERALL PUT" AND "AWE 2 TATTING NUT SOUTH VILLAGE COMMUNITIES. LLG, DATED O/3M PREPARED 4 PLAN HORIZONTAL 5CALE- I" 30' PVI 5TA 12+50 PVI ELEV 373.34 G.O. A.D. 1.75 5TA. 10+40, I ' KT/LT K • 57.14 ryry COVER: 379. 100,0 ' VG y 6" INV. OUT: 375.9 gn C4 C'/ r n F 5TA, +16.92, `� W w R 5" INV OUT: M: 374.26 m 369.06 m ry n pp ry F M 0 'w J W 5MH STA. 14+66.3, #19 CE, �- --- RIM: 3 1.49 6" INV IN, 36 .72 INV OUT, 36 .62 4 �` INI GRAD E -LID _ --.-- G,pgpE ,( byq rERMq/ YC --P�� g 5 PVZ lJ/P pRA'7�-_ .3g PVC _--- s. p p? N IfT� .'T� ''0 Qg -� vi nr� -� v -� fN ,O� 0r( �� co . "? o R� DY CIVIL ENG ASSOCI-5. INC.. IO+OO Owner & Applicant 5C1TH VILLAGE COMMUNITIES, LLL KdO ROSIN JFFEEK51 F.O. DOX 2260 SOUTH DURLIN3TON, VT 05407 11-+00 12-00 13+00 FARMS EDGE LANE 5TA. 10+00 - 14+56.45 PROFILE HORIZONTAL SCALE: I" • 30' VERTICAL SCALE 1" • 3' Legend ---- PROJECT OCUNDAKY ---- PROPERTY LINE - - - - - - - - - 5ETDACK ------ VO--------- CONTOUR 1. He ( US.G.S. DATUM I FROPOSED FINISH SRAOE CONTOUR 0 EXI5T INS IRON PIPE 0 "STINE, CONCRETE MONUMENT IRON FIR ITC DE SETT ■ CONCRETE MONUMENT RO DE SETI •'O. UTIIE LIIT FO E EXISTING ELELTRIWTVRCLEFMONE LINE SEWER LINE STORM_INE W WATERLINE E%IS71NG/PROPOS® HYDRANT «M,.,»+.«.�...«... SILT FCMCE EXAMPLE 11 `= I LJ LJ --- 5PL IT GEDAK RAIL FEND I NCB NT5 Hy �� 4 SEE SHEET 5 GHAPHIC SCALE m IN +m I 365 ( IN FEET ) I inch = 30 fL 360 MINIMUM ELEVATIONS FOR GARAGES, TOP OF FOUNDATION. FINISH FLOOR ♦ FOOTING DRAIN TO ALLOW FOR GRAVITY SEWER CONNECTIONS ♦ FOOTING ORAINS WIT # MAX. GARAGE ELEV. MIN TOP OF WALL FINISH FLOOR "V. MIN. FT. DRAIN ELEV, 92 379,0 360.E 361.5 370.6 93 379.0 360,E 3645 370.E 94 375.25 370G 377.5 30010 9S 37525 376.6 377.5 366.E 90 374A 375.6 376.5 365.6 DECIDUOUS SHADE TREES, 25" - 3' CALIPER AT 30' D.C. TREES 10 BE SATBEACTORY TO CITY ARBORIST IN ACCORDANCE WITH S AOEB f31 OF THE LAND OEVELOPMM7 REGULATIONS REFER TO PUN SHEETS L1-L] FOR ADDMONAL LANDSCAPING AND STREET TREE INFORMATION THICK TYPEIII R COURSE PAVEMEN BR. GONG. 12' 375 (/ /o. 1u GRAVEL B. HYD. #11 STREET TREE PAVEMENT LANE PAVEMENT LANE (30' O.C.) (TYP. SEE 2- 2' 2• 2' 4' 2' ens1 CTHICIf TYPE II OUNSE BIT. Z DETAIL, CONC. PAVEMENT 5HT. 91 1 1 ____0.o27e Fr FT, __aD27a FT TYPICAL ON BOTH SIDES THE .•. 4 + • • Y 370 CUT OR FILL SHALL NOT BE }• THICK CRUSHED GRAVEL AS PER SEEEPER THAN 3 ON 1 MRAFI SOD% FABRIC (O2 EXTENDED ON TO LOT TO MEET APPROVED EGUIVALENi STATE SPEC / 700.03 ENE NFL TON STONE SHALL MEET ORIGINAL GROUND WITH 4' OF UNDER ORAVEL BASE TH }' OF TOPSOIL - COMPAC1m TOPSOIL AND 0.. SEED k MULCH A 12' MINIMUM OVf]IUP 7+ 1B' THICK CRUSHED GRAVEL AS PFIi THE FOLLOWING CRITERIA: 0S pA91NC THEM BIFV[ GRASS COVER (URBAN MIX) AT ALL SEAMS 7S STATE SPEC / 704.M SHALL BE 1/2' O DIAMETER CLEAN STONE) NEW WATER LINE 6.0• MIN. BURY PRIOR TO IN3 AFLNG THE INFILTRATION TRENCHES AND INSTALL UNDER DRAIN TRENCH WHERE SHOWN. GRAVEL. TkiE CONTRACTOR SMALL CONTACT THE ENGINEER BACKFILL TRENCH WITH 3/4' TO 1 1/2' STOW FOR INSPECTION OF THE SUBBASE SOLE. THE CONTRACTOR SHALL FURNISH A tDAf1ED QUMPIRUCK MR TRAVEUNG ON AND WRAP IN MIRA 140N OR EQUAL THE FABRIC OVERUP AT THE TOP OF TRENCH 365 THE SUBBASE WHEN THE ENGINEER PERFORMS THE NSPECTON. BHALL BE A MIN. OF 2% THE 6' PERE MR 35 NTR THE COACTOR SHALL OVER -EXCAVATE IN UNSUITABLE SOILS AND ADD ADDITIONAL GRAVEL BASE AS REQUESTED BY THE PVC NV. SHALL BE PER THE INFORMATION ON PLW SHEETS 3 - S. THERE SHALL BE 10 ENGINEER. BELOW THE INVERT TO THE BOTTOM OF THE TRENCH. 1) THE WORN SHALL BE PERFORMED IN ACCORDANCE WITH THE 2) IF TOP COURSE OF PAVEMENT IS NOT INSTALLED WITHIN 60 DAYS CITY PUBLIC WORKS REQUIREMENTS, THE VERMONT DEPARTMENT OF BASE COURSE CONTRACTOR SHALL APPLY EMULSION TO FULL OF HIGHWAYS STANDARD SPECIFICATIONS AND THE ENGINEERING WIDTH OF BASE COURSE BEFORE INSTALLING TOP COURSE. PLANS AND SPECIFICATIONS. 360 PRIVATE DRIVE GRO55-5EGTION NTS O +•rj 10/I2/15 REVISE LOT5 924 ♦ 93N TO III LOT WITH DUPLEX PFH 9/2]/15 REVISE PER WW AMENDMENT REVIEW / LAYOUT CHANGES PFH 7/29/15 REVISE PER DWGWPD AMENDMENT REVIEW PFH 14+00 14-66.45 AAA I I1Izj i, o moo. THE CONTRACTOR SHALL NOTIFY 'DIGSAFE" AT 0. 1-585-DIG-SAFE PRIOR TO ANY EXCAVATION. �. V 1/111A•r1 ! /CD \ 442 / RIMS 374,y� ( 4 IN 363A 6° IN. 3 4 • 1Y OUT• .3 = TYPICAL CUSTOM SINGLE FAMILY HOME LOT. ACTUAL SIZE + _ LOCATION (WITHIN ENVELOPEI �- 9 WILL DE DEPENDENT UPON PROSPECTIVE PURCHASER HYO. 411 / PSEE DETA IL. / � I VVV��I GD 437 \ , F IMF �75 12" INV..�NF 364.39 1. W� (. �. 'H'' 12" INV. OLj�. 364.9 385 375 370 365 INotes: U ALL WATER SYSTEM WORK SHALL DE IN ACCORDANLE WITH CHAAPtAIN WAM DISTRICT "SPECIFIGATXNS + DETAILS FOR THE IN5TALLATION 360 OP WATER LINES + AITURTRNANLES' AID THE VERMONT WATRR 51RTLY RLLE 2.1 ALL SEWER 511TO1 WORK SHALT. De IN ACCORDANCE WITH THE sTAre OP VERMONT -'5 AD THE CITY OF SOUTH DIMLIN&TON SMUG O WORR5 5PHGIFK.ATIOM. aa�DU 3J PL46 NOT TO a lh6D FOR PROPERTY CONVRI- REFER TO PLANS ENTITLED 7HAX 2 OVERALL PLAT' A5 WAX 2 LOTTING PLAT' S VILLA6E GOMANITIES. U.C. DATRD D/31/13 FWAREO DY CIVIL EN611EDLIN6 A%=A11F5. INC. � \aa AeA / �♦ •\ PLAN HORIZONTAL 5GALE: 5HEET 4 5EE 5HEET 5 -- 385 PVI 5?A 12+50 PVI ELEV 373.34 G.O. A.O. 1.75 5TA. 10+40, I ' KT/LT K 57.14 n COVER: 379. 100.00, VG N 6" INV, OUT: 375.9 C4 I OU fL� STA. 2+16.92, CL J J j \ K 6" INV O M: 374.28 m TW 369.05 m Q n r �N .� Fkr _�7 -r•1 _ Tl� '� J w J W SMH 5TA. 14+65.3 #19 �- _ RIM- 3 , C� 1.4q \ 8" INV IN+ 36 .72 Z \ B" INV OUTS 36 .62 -IOOX G GRADE PVC L ��• 18" M C N 5r 8 op n 10+00 Owner & Applicant SOUTH VILLAGE COMMUNITIES. W.C. II RODIN JFF sl P.O. DO k 2256 SOUTH DIURLINGTON VT C5407 u»uv IdIvu 13+00 FARM5 EDGE LANE 5TA. 10+00 - 14+56.45 PROF I LE HORIZONTAL 5CALE: I" ' 30' VERTICAL 5GALE= I" ' 3' 350 Legend PROJEGT DOUWDARY ----- PROPERTY LINE - - SETDACK ------ ITO ---_.___- CONTOUR LIPS I U5.6.5. DATUM I --(DO PROPOSED FINISH GRADE CONTOUR O EX ISTIND IRON PIPE 0 EX STING CONCRETE MONUMENT IRON PIPE [TO DE SET) ■ CONCRETE MONMENT ITO DE SETT `Cu UTILITY POLE E EXISTING FIECTRIC/TW7ELEPH0IE LINE SEWER LINE 5TORMLINE W WATERLINE EXI5TING,/PROPOSED HYDRANT ,.. o,.„.,....�....a.:w.e SILT FENCE MINIMUM FlEVATION5 FOR GARAGES. TOP OF FOUNDATION, FINISH FLOOR + FOOTING DRAIN TO ALLOW FOR GRAVITY XWER CONNECTIONS + FOOTING, DRAIN5 UNIT 4 MAX GARAGE ELEV. MIN. TOP OF WALL FIN15H FLOOR ELEV. MN. FT. ORAIN ELEV. 92 3790 380.E 3815 370.E 93 3790 360.6 361.5 370.E '14 375.25 376.6 377.5 366.E 95 375.25 370.0 3773i 305.0 % 374.0 375.6 376.5 305.E GRAPHIC SCALE 30 IN FEET ) 1 i ch - 30 14 n DECIDUOUS SHADE 7REE5, 26' - T CALIPER AT 30' O.C. WES TO BE SATISFACTORY TO CITY AHBORIST IN ACCORDANCE WITH S 2OBB (3) OF THE LAND DEVELOPMENT REGU TONS. 11A�\ MEER TO PLAN SHEETS U-L3 FOR ADDITIONAL LANDSCAPING AND STREET TREE INEMMATION 1-1/Y THICK TYPE III 1 COURSE BIT. CONC. 72, I 375 PAVEMENT tO 10' GRAVEL BASE HYD. #11 STREET TREE (30' D.C.) PAWMFM LANE PAVEMENT WINE (TYP. 5EE 2' Y HICK 2-1/2' RACK TYPE II 2, DETAIL, 2' 2' 4' BASE COURSE BIT. CONC. PAVEMENT 5HT. qi 1 1 t.._ 0.0278 FT/ T%\ CD27e FT TYPICAL ON BOTH SIDES THE . - tl • • (3' 37O OUT OR FILL SHALL NOT BE THICK CRUSHED STEEPER THAN 3 ON 1 EXTENDED ON TO LOT TO MEET MRAFl 50OX FABRIC (OE APPROVED EQUIVALENT) diAVEL AS PER STATE SPEC M 704.05 ENE ORIGINAL GROUND KITH 4' OF 3' OF TOPSOIL - UNDER GRAVEL BASE WTM NFlL AT BT E HA L EET COMPACTED TOPSOIL AND DENSE A 12' MINIMUM OVOiLM 77,, GRASS COVER (URBAN MIX) SEEDk MULCH AT ALL SEAMS tl I` THICK CRUSHED GRAVEL AS PER STATE SPEC / 704.D4 THE FOLLDMNC CRITERIA: OR PASSING THE /4 SIEVE DIAMETER GLEAN STONE'-I/2' NEW WATER UK e.D• MIN. BURY PRIOR TO INSTAWNG THE INFILTRATION TRENCHES AND GRAVEL THE CONTRACTOR SHALL CONTACT THE ENGINEER INSTALL UNDER DRAIN WINCH WHERE SHOWN. BAD- TRENCH WITH 3/4' TO 1 1/2' STONE 365 FOR INSPECTION OF THE SUBBASE SOILS. THE CONTRACTOR BHA FURNISH A LOADED DUMPTRUCf FOR TRAVELING ON THE SUBBASE WHEN THE ENGINEER PERFORMS THE INSPECTON. AND WRAP IN MIRAFI MN OR EQUAL THE FABRIC OVERLAP AT THE TOP Of TRENCH SHALL BE A MIN OF 2'. THE S' PERE. SDR 35 THE CONTRACTOR SHALL OVER -EXCAVATE IN WSUITABLE SOILS AND ADD ADDITIONAL GRAVEL BASE AS REQUESTED BY THE PVC INV SHALL BE PER THE INFORMATION ON PLR! SHEETS 3 - S. THERE SHALL BE 1.0' ENGINEER. BELOW THE INVERT TO THE BOTTOM OF THE TRENCH. 1) THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2) IF TOP COURSE OF PAVEMENT IS NOT INSTALLED WITHIN 60 DAYS CIW PUBUC WORKS REQUIREMENTS, THE VERMONT DEPARTMENT OF BASE COURSE, CONTRACTOR SHALL APPLY EMULSION TO FULL DF HIGHWAYS STANDARD SPECIFICATIONS AND THE ENGINEERING WIDTH OF BASE COURSE BEFORE INSTAWNG TOP COURSE. PLANS AND SPECFlCATONS 360 PRIVATE DRIVE GR055 - 5EGT ION NTS c O r1 9/23/IS REVISE PER WW A-1-1 JNT REVIEW / LAYOUT -AN6- PFH 7/2VD REVISE PER OWGWPO AAl CUNT REVIEW PFN 14+00 14+66.45 3p 1 R u q4A O. THE CONTRACTOR SHALL NOTFl"OICSAPE' AT A I 1-BBB-DICrSAfE PRIOR TO ANY EXCAVATION. `.•`• I df Rrcaam �\�\ Notes: 4 ALL WATER SYSTEM WORK SHALL EE N ACCOROANE2 WITH CMAMLAIN WATER DISTRICT 'SPECI1ICAMON5 Y OETAIL5 FOR TIE NSTALLATION OF WATER LNES ANRTEMANV AND THE VERNOIVT WATER SLTPLT — 0 ALL SEWER SYSTEM WORK SHALL fX IN ACCORDANCE WITH THE 5TATE OF VERNONf M!, AID M CITV OF SOUTH DURLINGTON PUDLIC WORKS 51MOWILATION5. .L PLANS NOT TO DE USED — PROPERTY \ CONVEYANCIM REFER TO PLANS ENTITLED hA5E 7 J OVERALL PLAT' AD "HAW a LOTTNG RAT' SOUTH VILLAGE CONN 171110, LLC. OAT® 1013 0 P AREO DY CIVIL ASSOCIATES, INC. ,1 `. i RECREATION _ FAT)H // EET LIGHT 16 TOTALI ELA' LED AREA LIGHT • / / , ( \ fR10UTION � t HEIGHT % f v l r / PHASE I Typical Street Light Coverage 5GALE- i"•20' L' GRAPHIC SCALE IN FEET ) 1 inch = 100 IL Owner & Applicant SOUTH VILLAGE GOII N ITIE5, LLC IWO ROSIN JEFFERS, P.D. DOX 7780 SOUTH DUR.INGTOR VT 05407 THE WNTRACiOR SHALL NOTIFY''OIGSAFE" AT 1-BE8-DIG-SAFE PRIOR TO ANY EXCAVATION. Legend �� PROJELi DOLTDARY ----- PROPERTY LINE - - - - SETDALK -- ___-Ho-----____ CONTOUR LINE I US." DAMN 1 ® PROPOSED FINISH GRADE CONTOUR O EXISTING IRON PIPE E' ISM TINIS CONCRETE MONUMENT IRON PIPE ITO DE SET) ■ CONCRETE MONUMENT ITO DE SET1 CIL UTILITY POLE E EX I5TIN6 ELELTRILrtV/TELEPhgIE LINE S SEWER LINE STOM&NNE W WATERLINE EX15" ING/FROPO5M HYDRANT ... ..,,.w 51LT FENCE 14 F 515E MANUFACTURERS DETAIL SHEETS /- FOR R FAT ✓ DOLT PATTERNS 7 FINISH GRADE 44 11 -. 4 HORI2. DABS W J VERT. STIRRUPS 40 T 5LH 40 rVG CONDUIT 0' LONG GROUND ROD ROD WITH MO COPPER WIRE FOR CONNECTION TO POLE TYP I GAL LIGHT POLE FOUNDATION NTS ,L STREET LIGHT 10 TOTALI GAIDELALED AREA LIGHT III 0I511RIDU710N TT LED MT INC, HEIGHT NOT INS, 1 GRADE !" CONDUIT FOR SERVICE 6" 900 3 THICK \� P.S.I. ICK 500 WALK I, y 5 4"TOPSOIL ��H-- VARIES TO ROAD SHEETS 12" CRUSHED ' (GRAVEL BASE ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANT-SPALLING COMPOUND. TYPICAL 51DEWALK 5ECTION NT5 NOTE: REFER TO UNDWORKS 'QUIET PATH SECTIONS PUN. SHEET L-9 FOR QUIET PATH DDETAILS•--T OF TOPSOIL - _ A 12' NININU SEED !MULCH AT ALL SEAM NEW WATER LINE S.0' MIN. BURY 1-1/Y THICK TYPE III COURSE Btt. LONG -Y PAVEMENT Is PAVEMENT LANE 2-1/2- THICK TYPE II BASE COURSE BR.'Y axcRETE CA- PAVEMENT �anX `_0.0278 Fr/FT 3O" M STOP B, FLANGED CHANNEL TO GF(OUND STEEL POST 'I VT. SHT. E-121 STOP SIGN N.T.S. VT. SHT. E-143 • SIGN SHALL CONFORM TO EB-1-1 REQUIREMENTS TO BE PROVIDED AT ALL INTERSECTIONS GRADAT101A AlpulBEFmrts .IiN PIN. MlR aseox-nOW!mA r tt? K !m Rem H. A-eK re4u R.mNc-TRW® N Pee IasN 19r to °RPM¢ auN t 1T M Ise Y-W yr RK mN snNW R tR r f r Nr N m-t4m OVERLAP S THIS CRUSHED O �PERSTALE SPEC / T00.09r THICK CRUSHED GR TATE SPEC / 7U4.04 DECIDUOUS SHADE 'TREES, 2.5- - 3- CALIPER AT 3D O.C. TREES TO BE 'TWACIKMY TO OITY ARBORIST IN ACCORDANCE WTH S BOOM 3 OF THE LAND DEVELOPMENT RE TONS, REFER TO PLAN SHEETS L1-L3 FOR AWIll AL LANDSCAPING AND STNELT TREE INFORMATION PROM TO INSTALLING THE INFILTRATION TRENCHES AND INSTALL UNDER DRAIN TRENCH WHERE SHOWN,GRAVEL, THE CONTRACTOR SHALL CONTACT THE ENGINEER BACKFILL TRENCH WTI 3/4' TO 1 1/2" STONE FOR INSPECTION OF THE SUBBASE SOILS. THE CONTRACTOR AND WRAP IN MIRAFI 1 OR EQUAL TIE SHALL EURNISH A LOADED OUIPTMM FOR TRAVELING ON FABRIC OVERLAP AT TIE TOP OF TRENCH THE SUBBASE WHEN THE ENGINEER PERFORMS THE INSPECTION. SHALL BE A MIN. OF 2'. THE 6' PERF. BOB 35 THE CONTRACTOR SHALL OVER -EXCAVATE IN UNSUITABLE SOILS PVC INV. SHALL BE PER THE INFORMATION ON AND ADD ADDITIONAL GRAVEL BASE AS REQUESTED BY THE PLAN SHEETS 3 - S. THEHRE SHALL BE 1.0' ENGINEER. BE OW THE INVERT TO THE BOTTOM OF THE TRENCH. 1) THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2) IF TOP COURSE OF PAVEMENT IS NOT INSTALLED WITHIN Be DAYS CITY PUBLIC WORKS REQUIREMENTS, THE WFMONT DEPARTMENT OF BASE COURSE, CONTRACTOR SHALL APPLY EMULSION TO FULL OF HGHWAYS STANDARD SPECIFICATIONS AND THE ENGINEERING WOTH OF BASE COURSE BEFORE INSTALLING TOP COURSE. PUNS AND SPECHCATONS 3) DRIVEWAYS WILL MATCH SWALE SLOPES/DIMENSIONS PURL IC ROAD CRO55 - 5EGT I ON 150' R.O.W.) CHURCHILL - 5TA. 14-81-17+82 Y THICK TYPE Il ID' COURSE IT CONC EXISTING GROUND NT5 ALL JOINTS SHALL BE THOROUGHLY CLEANED AND SMOOTH CUT EXISTING BITUMINOUS COATED WITH PAVEMENT PRIOR TO PAVING EXISTING EMULSIFIED ASPHALT PRIOt 2.5 TYPE II BASE 1.5 TYPE III TOP I/18' BITUMINOUS PAVING .1 DUNE OR TO PAVING MIN. OR MATCH EXISTING TOLERANCES WHICHEVER IS GREATER �. BOTH SIDE THICKNESS OF EXISTING GRAVEL .'•+ "� D%I TNC (IB' NININU. DENSE GRADED •CR VEL. EASE, _E 111CRUSHED STONE PQN VL STATE p o''t or 'p p (SPEC. 704.06) • p. .. .. TRENCH EXCAVATION PAVEMENT 12" THICK CRUSHED GRAVEL PER I VT STATE SPEC p04.05 12,.H MIRAFI SOOX FILTER FABRIC RECREATION PATH 1) SET UP A MAINTAIN SIGNS AND OTHER SAFETY CONTROL DEVICES, 3) APPLY UOUID ASPHALT TACK TO VERTICAL FACES IN A UNIFORM MANNER. 2) RESHAPE HOES AND PATCH AREA CUTTING WITH A TAW DO NOT PUDDLE TAM COAT ON BOTTOM OF HOLE. INTO SQUARE OR RD TO HA FACES SHAPE AND OJT SGE FACES VERTICALLY. B) FILL TOP OF HOE WITH TYPE III MTUMINOU9 CONCRETE AND COMPACT SOUP RESHAPE DOWNWARD TO SOLID MATERIAL AM AROUND HOLE TO SWNO PAVEMENT. IN LIFTS NO MORE THAN 2' THICK. FINAL UNCOMPACTUD LIFT SHOULD BE 1/2' TO 1' ABOVE ADJOINING PAVEMENT SO THAT AFTER COMPACTION 3) BACKFlLL TRENCH IN 5' LIFTS AND COMPACT EACH LIFT M SSR OF THE PATCH IS LEVEL WTI THE ORIGINAL PAVEMENT. EACH LET SHOULD BE THOROUGHLY COMPACTED WTH A VIBRATORY PLATE COMPACTOR OR A MAXIMUM DENSTY OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY PORTAN.E ROLLER EXPERIENCE HAS SHOWN THAT 15 TO 20 PASSIM WTH MIN DBMS STANDARD PROCTOR 4) REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SWEEP THE MOLE ARU CLEAN OF MILD AND STANDING WATFT. A VIBRATORY ROLLER AND MIX TEMPERATURE ABOVE 250 F (121 C) ARE NECESSARY TO ENSURE GOOD COMPACTION. HAND TAMP SHOULD ONLY BE USED FOR SHALL AREAS (LESS THAN 1 SF.) . 7) CLEAN UP AREA DO NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT REMOVE SAFETY SIGNS REPLACEMENT OF EXISTING DITUMINOU5 PAVEMENT GENERAL GON5TRUGTION 5PEGIFIGATION5 NTS 1. THE CONTRACTOR SMALL CONTACT ALL UIUMIS ME- EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND UNES THE CONTRACTOR SHAI NOTIFY 'D%SAFE' AT 1-B8B-0IG-SAFE PRIM TO ANY EXCAVATION. 2 UTUTES INFOMATON SHOWN HEREON WERE OBTAINED FROM BEST AVAILABLE SOURCES AND MAY OR NAY NOT BE EITHER ACCURATE OR COMPLETE. CONTUCTCR $HALL VERIFY THE EXACT DCATION O EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTUTY, PUBLIC OR PRIVATE. SHOWN OR NOT SHORN HEREON. CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTILITIES TO THE NEAREST SOURCE T RDUGIH COORDINATNN WTH UTILITY OW11M. 3. ALL WORK AND MATERIALS SHALL BE APPROVED BY AND IN ACCORDANCE WITH THE UTEST VERMONT AGENCY O TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVCES AND THESE PUNS SO' X 4" WHITE CENTER LINER 4. PRIOR TO BEGINNING CONSTRUCTOR, ALL MATERIALS SHALL BE APPROVED BY THE EINOMFER. 5. THE CONTRACTOR SHALL BE RESPONSBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING VEGETATION . PAVEMENT AND STRUCTURES NECESSARY TIC CONSTRUCT THIS PROJECT UNLESS 24' WHITE STOP BAR OTHERWISE NOTED ON THEY PUNS. THE CDNRACTOR SHALL REMOVE ALL EXCEM MATERIAL, STOP SIGN (20-30' OFF DENRIS AND TRASH FROM THE SITE UPON COMPLETION OF CONSTRUCTION. SPEAR STREET & 6' S. THE CONTRACTOR SHALL BE RESPONSBLE AT HS/HER OWN EXPENSE FOR ENSURING THAT THE OUST OFF EDGE OF NEW ROADS) CREATED AS A RESULT OF CONSTRUCTION DOES NOT (MEATS A NUISANCE OR A SAFETY HAZARD. AND WHEN DEEMED NECESSARY BY THE 1M A EA THE CONTRACTOR SHALL BE SECURED PEOUIRED TO WET BECTONS O THE CSSIRUCTON AREA WITH WATER OR APPLY CALCIUM CHLORIDE 7. MY SURFACES LINES, OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S EDGE OF �- EXISTING R-2$' OPERATIONS SHALL BE RESTORED TO THE CONDTOON AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PROM TO THE BEGINNING OF OPERATORS PAVEDROAD (TYP ) 8. THE BESLN ON THESE PUNS SHALL BE INSPECTED BY WIEMY-OURKE CIVIL ASSOCIATES PLC• ESSEX JUNCTION, VERNCNT, TO ENSURE COMPLIANCE WTH THE PUNS AND REQUIREMENTS REQUIREMENTSO'LEMY-BUPo(E WAIVES MY AND ALL RESPONSIBILITY AND UMILIIY FOR `STREET SIGN (15' - 20' OFF SPEAR STREET & 2' - 5' OFF NEW ROAD MIN. PROBLEMS THAT MAY ARISE FROM THE FA'.LURE OF THE CONTRACTOR TO FOLLOW THEY PUNS. REMOVE EXIST. CURB J SPECIFICATIONS AND THE DESIGN INTENT THAT THE PLANS CONVEY. AND FROM FAILURE TO HAVE BEEN NOTIFIED TO INSPECT THE WORKS AND TESTS IN PROGRESS Spear Street 9. FOR ANY WORK WTHIN THE HIGHWAY RIGHT-OF-WAY A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES CONTINUOUS TWO-WAY TRAFFIC WILL BE REQUIRED AT NIGHT. WRING PEAK -HOURS AND WHENEVER POSSBLE DURING ACTUAL CONSTRUCTION ACTIVITIES UNIFORMED TRAFFIC CONTROL OFICFAS SHALL DIRECT TRAFFIC OURG PEAR HOURS WHEN THERE IS ONE-WAY TRAFFIC OR WHEN DEEMED NECESSARY BY THE TOWN OR STATE TEMPORARY CONSTRUCTOR -ALL ROAD MARKINGS SHALL BE VTRANS SIGNS TTµD TOWFFIC NO ISORDDS. SHALL BE ERECTED BY THE CG77RACTGN N ACCORDANCE SPEC 646.07(0) (OR ANOTHER MATERIAL 10. TO ENSURE COMPLIANCE WTH THE PLAN(S). THE CONTRACTM SHALL NOTIFY THE ENGINEER 24 APPROVDED BY DPW). HOURS IN ADVANCE O STMTINO ANY WORK, MONNING THE INSTALLATON " MY DTLT'E5 I NTERSEGT I ON DETA I L BRNGINC IN MY NEW GRAVEL FOR THE NEW BASE, ALL TESTING AND FINAL INSPECTION. It SEE OTHER DETAIL SHEETS OF THERE PLANS FOR ADDITIONAL DETAILS, REQUIREMENTS AND SPECSTCATONS NT5 PRIOR TO PAVING NEW DRIVE, CUT EDGE OF EXISTING ROAD BACK 12" AND APPLY EMULSIFIED ASPHALT TO NEW EDGE DECIDUOUS SHADE TREES 2.V - 3' CALIPER AT 30' 0.C. TREES TO BE SATISFACTORY TO CITY ARSONIST IN ACCORDANCE WITH S S.OBB (3) OF THE LAT LAND DEVELOPMENT REGUIONS REFER TO PLAN SHEETS L1-L3 FOR ADDITIONAL LANDSCAPING AND STREET TREE INFORMATION H VARIES (SEES{ PAVEMENT LANE PAVEMENT LANE �gHEETS 4-0) SHEETS 4-5) `..n-0.0278 FT/FT. T I TYPICAL ON BOTH SIDES THE 3 OR BE TTPICAL ON BOTH SIDES THE CUT OR FILL SHALL NOT BE T STEEPHAN 3LOONNI EXTENDED ON TO LOT TO WEET STEEPER THAN 3 ON I 35' MS. ORIGINAL OR No WITH 4' OF EXTENDED ON TO LOT TO MEET ORIGINAL GROUND WTi 4' OF MRAI SWX FABRIC (OR 3' TRIM CRUSH[D OMAVEL AS PER COMPACTED TOPSOIL AND DENSE GRASS COVET (URBAN MIX) TOPSOIL AND DENSE MASS GRASS COVER (URBAN MIX] APPROVED EWIVALENp STATE SPEC / 704.05 FINE UNDER GRAVEL BASE W,TH EE D 1TMULC - A 1Y MINIMUM OVERLAP SEED !MULCH AT ALL MEANS 16" THICK CRUSHED GRAVEL AS PER STATE SPEC / 7OCD4 MOETRATON STONE SHIA MEET THE FODUp CIS UV OR PASSING THE HIM SIEVE O NEW WATER LANE 5.0' MIN. BURY 90% SHALL BE 3/4 TO 1-1/2- DIAMETER CIFAN STONE �-INSTALL UNDER DRAIN TRENCH WHERE SHOWN. BACKRIL TRENCH WITH 3/4' TO 1 1/2' STONE AND WRAP IN MIRAFI 140N 0 EQUAL. THE FABRIC OVER AT THE TOP OF TRENCH SHALL BE A MIN. OF 2'. THE S' PERF. SOR 35 PVC INV. SHALL BE PER THE INFORMATON ON PUN 9HFJER 0' 3 - S. THERE SHALL BE 1. BELOW THE INVERT TO THE BOTTOM OF THE TRENCH. THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2) IF TOP COURSE OF PAVEMENT B NOT NSTAUED WTHN 50 DAYS 1) CITY PUBLIC WORKS REQUIREMENTS, THE VERMONT DEPARTMENT OF SASE COURSE. CONTRACTOR SHALL APPLY EMULSION TO FULL OF HIGHWAYS STANDARD SPECIFlCATONS AND THE ENGINEERING WIDTH OF BASE COURSE BEFORE INETAWNO TOP COURSE PUNS AND WECIF-OtS 3) DRIVEWAYS WLL MATCH SMILE AOPES/DIMENSIONS PU6L I G ROAD CRO55 -5ECT I ON (60' R.O.W.) NORTH JEPPLRSON ROAD - STA. 25+33-35449 CH(MC.HILL ROAD - STA. 0N00-14+81 NORTH JEF FEK50N ROAD - STA. 10N00-17+30 m nia NOTE: REFER TO LUIOWORNS 'QUIET PATH\\ SECTIONS• PLAN. SHEET L-S FOR QUIET PATH / DETAILS gh l 8 VARIES (SEE THIS TAPE III SHEER LI - LS) BR. CONC.1 COURSE PAVEMENT 1• g' Y 2 _ _. iJ' PAVEMENT DUNE 2-1/2' THICK TYPE II BASE COURSE BIT. IamO LONG PAVE3IENi 1 t/__RT. .� a.Dz]e FT FT TYPICAL ON BOTH SIDES THE DEPTH VARIES CUT OR FILL SHALL NOT BE STEEPEN THAN 3 ON 1 SEE SHEET 3 .•. EXTENDED ON TO LOT TO MEET ORIGINAL GROUND WITH 4' OF NRAI 500% FABRIC (OR COMPACTED TOPSOIL AND DENSE APPpDVED EWIVALENTI WEER li BAY TH GRASS COVER (URBAN MIX) A fY MINIMUM OVERLAP 0 AT ALL 4EAN5 NEW WATER LINE SO' MIN. BURY NTS \ 2Y IS B' FU 13' GRAVEL BASE PAVEMENT LANE 2 ,, '.. ,. .•. .' a ... 3'3' Tm. J' 0 SEED 3' THIS CRUSHED GRAVEL AS PER STATE SPEC / 75.05 FINE C #USHED704. GRAVEL AS PER 1B' THICK SPEC STATE SPEC / ]00.04 INFLTRATW STONE FOLLOWING CRITERIA: THE PASSING ON PA591NO THE /A ALL ME SIEVE M 9015.4HALL BE 3/4 To 1-I/2" DECIDUOUS SHADE TREES 2.5' - 3' CALIPER AT 30'' O.C. TREES TO BE SATISFACTORY TO CITY ARBORIST IN ACCORDANCE WITH 1 1.188 (3) OE TIE LAND 0ETA10PUT MEGULATONS REFER TO PLAN SHEETS LI-0 FOR ADDITIONAL LANDSCAPING AND STREET TREE INFORMATION i TOPSOIL - & MULCH PRIOR TO INSTALLING THE INFILTRATION TRENCHES AND INSTALL UNDQN DRAIN TRENCH WERE SHOWN. GRAVEL, THE CONTRACTOR SHAI. I. CONTACT THE ENGINEER BACKFIILL TRENCH WTH J/4' l0 7 1/2• STONE FOR INSPECTION OF THE SUBBASE SOLS. THE CONTRACTOR AND WRAP IN MIRAFI 140FN OR EQUAL THE 14' SHALL FURNISH A LOADED OUMPTIRUCK FOR TRAVELING ON FABRIC OVERLAP AT THE TOP OF TRENCH THE SUBBASE WHEN THE ENGINEER PERFORMS THE INSPECTION. SHALL BE A MIN. OF 2'. THE 5' PERF. SM W THE CONTRACTOR SHALL CVER-EXCAVATE IN UNSUITABLE SOILS PVC INV. SHALL BE PER THE INFORMATION ON AND ADD ADDITIONAL GRAVE. BASE AS REQUESTEDLA BY THE PUN SHEETS 3 - 5. THERE SHALL BE i.O ENGINEER. SELOW THE INVENT TO THE BOTTOM OF THE TRENCH. EXISTING GROUND 1) THE WORN SHALL BE PERFORMED IN ACCORDANCE WITH THE I) IF TOP COURSE OF PAVEMENT 15 NOT INSTALLED WTIAN 60 DAYS CITY PUBLIC WORKS REQUIREMENTS, THE VERMONT DEPARTMENT OF BASE COURSI CONTRACTOR SHALL APPLY FMULSION TO FULL ! . K ! n� L,^ Flag 8 �'�• `per PLAHIGHWAYS NS AND SPECSTAN SPECIFICATIONS AND THE ENGINFFR NC WIDTH OF BASE COURSE BEFORE INSTALLING TOP COURSE. 3) DRIVEWAYS WILL MATCH SWALE SLOPES/DIMENSIONS 12" THICK CRUSHED GRAVEL PER--'MIRAFI 500X VT STATE SPEC /704.05 FILTER FABRIC EVERYD400PULL-OFF PU6L IG ROAD CR055 - 5EGT ION (52' R.O.W.) TEMPORARY CON5TRUGTION PRESERVE ROAD - STA. K>+00-25+33 HAUL ROAD NTS NOTES : 1) CWITH RBIN� fO SECTIONS ANT BETWEEN SECTIONS. 2) CURBING EXPANSION JONTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED O MATERAL OMPOR"NG TO AM TO DESIGNATION M-153 ( 1/2- SPONGE RUBBER OR CORK. ) 3) AL'. EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANT-SPALUNG COMPOUND. 1/Y RADIUS 1/4' RADIUS 5' 1'7T • 5' 7 L '' • EMULSIFIED ASPHALT A.300 PS CONCRETE END AREA - C.S4 S.F. CONCRETE CURE NT5 SOFALX NDEWAK AMP WTH TO(- FINISH • MANMUM NSRABL£ RAMP SLOPE - I-M.. A. CQ4 TPICAL CNIT IR XI OEECILAS$AME WAgNIlM WI RAMP TEXTURED Ba X MAXIM M �� f. -ALL ROAD MARKINGS 5'-TALL ' BE VTRANS APPROVED DURABLE TYPE 1 TAPE. Section A -A SNG RAMP ON TANGENT. NARROW OR NO GRASS SKIP NOTE: FINAL APPROVAL OF ADA RAMP MATERIALS SHALL BE MADE BY THE PUBLIC WORKS DIRECTOR PRIOR TO INSTALLATION 511DEWALK RAMP NT5 ff 2" THICK TYPE III - COURSE BIT. CONIC. PAVEMENT 12" CRUSHED RUN GRAVEL BASE (AS PER_,"' (VT. STATE SPEC, 704.05 OR 704.06) MIRAFI 50OX FABRIC DK I VEWAY 5EGT ION NTS 0 0 x GENERAL 5ANITARY SEWER PEG iFI GA T IONS MANHOLE FRAME k COWER WITH NO NO P NG I, jO TE FINISH GRADE NEENAH R1842, LEBAROI BE AILORTA LC286 OR EQUAL. ED 1) SEE OTHER SHEETS FOR ADDITIONAL INFORMATION. GROUT FRAME TO CONCRETE RISER 2) CQNTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY 11AE LOCATION OF ANY UNDERGROUND LINES, UTILITIES RAISE FRAME TD OR INFORMATION SHOWN HEREON WERE OBTAINED FROM THE BEST WITH POURED IN PLACE AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE, THE CONTRACTOR SHALL BE RESPON51BLE FOR ANY DAMAGE CONCRETE OR CONCRETE GRADE RINGS TO ANY UTILITY, PUBLIC OR PRIVATE. SHOWN OR NOT SHOWN HEREON. _ R4 3) THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER AND WATER A.3.T.M. C47B MIN' COAT EXTEMOR OF CONCRETE AND LINER SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST PRECAST REINFORCED CONC MANHOLE NTH TWO (2) COATS OF WATERPROOF SEALANT EDITION OF THE "TEN STATE STANDARDS - RECOMMENDED STANDARDS DONE AND RISER FOR WATER". 3'-0' 4) PRIOR 70 CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE COPOLYHIOW POLYPROPYLENE SEE SPECIFICATIONS ENONEER. PLASM RUNGS WTH 1/2" GRADE 60 STEEL FOR MH TESTING REWIflEMENT5 S) ALL SANITARY SEWER PIPE SHALL BE PVC SDR 35 CONFORMING TO RONEGICEMENT OR ASTM D-3034. ASTM D-3212, AND ASTM F-477. EQUAL 12' O. 6) ALL TRENCH FILL SHALL BE PLACED IN 6' LIFTS AND THOROUGHLY MAIL 6. 6' 00. MIN. RING RUBBER GASKET IN ACCORDANCE COMPACTED TO 65% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE AS �` W'iH A.S.T.M. C-443 AND DETERMINED BY ASTM DOES STANDARD PROCTOR. 5"� I A.S.T.M. C-361 OR BUTYL ROPE 7) ALL NEW GRAVITY SANITARY SEWER MAINS SHALL BE LEAK TESTED BY S.T. GRISYOLD A LOW PRESSURE AIR TEST AND DEFLECTION TESTED. THE LOW PRECAST 48' ""'-WELDED STEEL WIRE FABRIC PRESSURE AIR TEST WILL BE USED TO SIMULATE INFILTRATOR OR MANHOE OR APPROVED EQUAL EXFILTRA"ON INTO OR CUT OF ALL GRAVITY SANITARY SEWERS ALL TESTING WILL BE CONDUCTED UNDER THE SUPERVISION OF THE ENGINEER AIR TESTING SHALL BE PERFORMED IN ACCORDANCE WITH CONSTRUCT SHELF CAST IN PUCE VARIABLE ASTM C828-80. THE MINIMUM ALLOWED TIME FOR A PRESSURE DROP WT' CONCRETE RUBBER GASKET FOR WATERTIGHT N.H. 1 STANDARD'A LENGTHS FROM 3.5 PSI TO 2.5 PSI SHALL BE 1.2 MINUTES PER 100 FEET OF COIST. (TYP. ALL PIPES) (1.2.3 k 4 FT.) 8' SEWER, AFTER THE FINAL BACKFlLL HAS BEEN IN PLACE AT LEAST 30 DAYS, THE DEFLCHON TEST MAY BE PERFORMED. NO PIPE 2' WISE (MAX) SHALL EXCEED A DEFLECTION OF FIVE PERCENT (521), IF THE DEFLECTION TEST IS RUN USING A RING BAIL OR MANDREL, IT SUITABLE CHANNEL SHALL HAVE A DIAMETER EQUAL TO B5X OF THE INSIDE II ILL , VARIABLE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT ,Q' K 3•_G' PLUG HS LENGTHS MECHANICAL PULLING DEVICES. (2,3 4 FTJ 8) ALL SANITARY SEWER MANHOLES SHALL BE TESTED PRIOR TO LEDGE PAVEMENT 12. - NA1L . 4 . CONSTRUCTION OF THE INVERT BY THE VACUUM TEST METHOD DESCRIBED IN THE TECHNICAL SPECIFICATIONS. THE MINIMUM LIMIT 'a, ALLOWED TIME FOR A VACUUM DROP FROM 10" OF MERCURY TO B" OM_ F MERCURY SHALL BE 2 MINUTES Awl e• 9) ANY SURFACES, LINES, OR STRUCTURES WHICH HAVE BEEN DAMAGED BY PRECAsi MONOLITHIC IE . COMOREBASE MNT S6' 3/4' TO 1 t/YHT THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO A CONDITION HEG CRUSHED BEDDING S10NE LEAST EQUAL TO THAT IN WHICH TFIFY WERE FOUND IMMEDIATELY H O 6' 0.0 DO NOT USE LIMESTONE PRIOR TO THE BEGINNING OF CONSTRUCTION. EACH WAY EXTEND SEDDNG TQ UNITS OF EXCAVATION 10) THE CONTRACTOR SHALL COORDINATE THE LOCATION AND INSTALLATION molul OF THE INDIVIDUAL LOT SEWER LINE SERVICES WITH THE OWNER AT ALL4IRUCTJREs TO BE PAVED AROUND FOR EASE OF PLOWING IF PAWN G TO BE DONE GOER TWO SEASONS. PAVING AROUND STRUCTURES TO BE OF THE TIME OCONSTRUCTION. DONE PRIOR TO OCTORER 31. OGTgI ND DFP'IH ro�'AOK'"'TYPICAL PREGA5T 5ANITARY MANHOLE EGREBYwN Tea r FlxAL aRADE ND e NT5 M SWEMXAMI WIM0AND mmm BEDDWO OETABS — TEMPORARY POND SERN�KIR S UALE FOB WREx/IINP.£X rlwsx uu»_ 5ANITARY SEWER 5EIKV I GE CONNECTION NT5 1---- SOUAflE CLEANOUT FRAME k COVER '(' LeBARON R-BOB OR EQUAL T 2500 PSI CONCRETE SHORT LENGTH OF PIPE 45'BEND AS NOTED 6' SDR 35 PVC ON PUNS IIL_�FLOW GLEANOUT DETAIL NT5 3500 PS 3500 PETSI CGRCRE END AREA BEARING END AREA i o AGAINST UNDISTURBED BEARING AGAINST SOIL UNDISTURBED SOIL TV9TCAT TEES-DRa ]GNDR_ 98 TYPICAL BENDS NOTE PLACE 4 11I POLYETHYLENE BETWEEN FUND AN. THRUST BLOCK E FITTN 1 ' 11)M&22 2 2 5 , BASED ON US PSI WORMING A5. 2 4 B FOR 0.1. PIPE, DIRECT PRESSURE PLUS AND OWING TAPPING IS PERMITTED PSI SURGE ALLOWANCE B CAPACITY OF 20M000 IBS/OU FT BO d B 17 LEEOR END SCAPS 3 6 12 NL edm, TFFE kk RL11YCaE-- VALVES 2 2 2 0 FT G AREA THRUST bLOCKEARWEND AREA NT5 NEW SEWER /—MWATEN PPE (CENTER ONE LENGTH • 1B' MUM. 0" WATERLINE) NEW WATERLINE OR SERMCE CENTER ONE LENGTH OF PIPE UNDER SEWER CENTER ORE LENGTH OF PIPE OVER EPWFR NEW WAIERUNE OR EEAWCE — " I6' MUM• • IF IS" OF VERTICAL SEPARATION CAN NOT BE MAINTAINED, THE SEWER UNE SHALL BE NEW SEWER / STDRMWATER PIPE CWSTRUCTEO TO WATERLINE STANDARDS AND (CENTER ORE LENGTH SHALL BE PRESSURE TESTED TO ENSURE UNDER TVATERURE) WATER TIGHTNESS, A MINIMUM OF 20 FEET BEYOND EACH SIDE OF THE CROSSING, 5EPARAT ION DETAIL FOR GK0551NG5 NTS _�-�- GROUND BACKFlLL WITH / a EXCAVATED MATERIAL m \\ INSTALL A VERTICAL GOOSE CAMBRIDCE BRASS NECK SO 77 NO -LEAD BRASS, RFD HED MANUFACTURING BRASS 4381 OR ` DEPARTMENT APPROVED EQUAL CORPORATION STOP WATER O MAIN , 31V TYPE 'X' COPPER IIL�C�T�RR�E , SERVICE (TYP.) 1" TYPE 'K' COPPER SERVICE AS NOTED WATER 5EKVIGE DETAIL NTS 4'd OFF m0E VALVE S.X. SHALL BE CART PON TWO vIEQ� SUSI IOAV,i A GBTE WITH 5 IHR4• GOVFR ON MARKED'—R' O r MN LS BAODiLL WTI AAPRGWD E�wTL MATERIAL uxolSUReEo sou. n \ n /� ' \� / �� UN n \ 1 1 \ 1 /I n, FlNISH GRADE wL OILY ODNAGGD A• (• BACKFlLL APPROVED 4 1YOE3 O IRENRRe vI1NED oEmNoxMt ATH EXCAVATED MATERIAL THOROUGHLY COMPACTED _� eaLt®HEETED GLIFTSNEWER TO 15.M. IDW'_SL_ THE SIDES OF TRENCHES4 FT. OR MORE IN DEPTH�&IaNFlOu�THO�NX(O.ULY ;.ND.TURBED lY ENTERED BY PERSONNFI SOIL CNMPA�OIITDNCSHALL ROTIUO1R• BE SHEETED ORRE LrDNN Wno SLOPED TO THE ANGLELATION YMIN REW RED1 EIEN G AMPS) OF REPOSEAPPROVED ROCK FREEFREE�E�AIN ('Does OUTSIDE y THE 01 SHALL AT KEEP j3. LL TARES ME mEIIwEs UADITRENTLDEALL MEE G rH� BAdNIiN� MDISRIRPFD SOL—/ 5/4- s:FmE P—AR TYPICAL SANITARY TRENCH N S AND ROADS ISTURBED SOIL OR LEDGE NTRELY FREE NTIL ALL WORK AND READY NOTE O (FOR SEWER AND FORCEMAN TRENCHES): IF COVER 5 !ESS THAN 5'-B", PUCE 2' WOE BY 4• THICK INSUUTON BOARD. SUITABLE FOR BURIAL, ON A 6' BED OF SAND OVER PPE IN NO CASE SHALL DEPTH OF COVER BE LESS THAN 3 1/2'. AT DRIVEWAY AND ROAD CROSSINGS, DEPTH OF COVER SHALL NOT BE LESS THAN 4. TYPICAL FORCEMAIN TRENGH NI GENERAL WATER 51"EG I F I GAT I ON5 I. CONIRACION SHALL CONTACT ALL UTILITIES BEANIE EXCAVATION TO VERIFY THE IACAIIGI OF ANY NDEMGIDUND LANES. THE CONTRACTM SHALL NOTIFY 'DIOSAFf AT I -DIG -SAE, PRIOR TO AB EXCAYATON. UILIES IHEDRHATON MaKIN ON SHEET 1 TIER ®TAMED FROM THE BEST AWUI ABLE SOURG AND NAY OR MAY NOT BE EITHER ACORNTE OR COMPLETE THE ;GKIWaTON SHALL BE R AXISI LE FOR MY DAMAGE TO ANY UTUTY. PUBLIC OR PMVAIE HONI GR Nm SHOWN HEREON STATIONARY BOX - DO NOT INSTALL IN L TIE HORIZONTAL AND VEWEGAL SEPARATION EGA SEMd AND WATER LINES MIAL SEE NS'7ALLE9 N ACCORDANCE MTV THE IATE37 EXPON OF IHE'VERMONT RATER SUPPLY STANDARDS' PAVEMENT 3 THE HATER MANS SHALL BE CONSTRUCTED, TESIED, AND DBNFECiED IN ACCGRD/NCE NTH STAINLESS STEEL AWWA STANDARDS 1000 AND 0-031 WITH THE EXCEPTION OF THE TABLET NETHOD BE DMINFECTDN. CONNECTING ROD THE CONRACTOR SHALL FURRSH ALL WGIES. TESTING PLUGS, CAPS AND ALL DIRER NECESSARY EWIIPPNENTT AND LABDR TO PERFORM LEAKAGE PRESSURE AND DSPITUD ION TESR N SECI�GIS .•-- CURB O 0350 WRB BOX OR EEnPPE WILL eE NTEsm ALL IKIMRREDUAweo � TEmnc —SAND (t_ OF THEBE POLE. APPROVED EQUAL ALL IESTW0 SHALL BE CONDUCTED IN THE RRESENCE OF THE ENGINEER FOR THE NaNPNZ3SURE TEST. INS G ENUUN TOR SHUT DEVELOP AND MAINTAIN SS RDO PRANGS PER SOUOIE INCH FOR TWO HW 10 HOLD TIE DE PRESSURE FOR THE TWO-HOUR R THE PERDU CONSTTNES A FAILURE Of THE SECTION TESTA LEAKAGE HEST SHALL BE THE LAA OVAL_ PERFORMED CONQUMITY WAT THE PRESSURE LEST. DURING THE TEST. T.E C CAMBRIDGE BRASS OF MEASURE THE QUANTITY OF WATER REQUIRED TO MAINTAIN THE TEST PRESSURE. LEAK/AE LEAKAGE NO -LEAD BRASS. RED HED SMALL NOT ENCEN THE WANTED tlVd BY: MANUFACTURING SO L - 2 A 0 (SQUARE ROOT OF P) / 14,000 — 5151/B4151, OR DEPARTMENT APPROVED L tEAXAOE N GLLG6/HWR s - IFNOTH OF PHPELNE =R EQUAL CURB STOP D - OAYEIEA OF PPE IN INCHES P - AVER TEST PRESSURE IN PSI AL L TESTING SHALL BE CONDUCTED IN ACOGRDAXCE NTH AWNA 0600 UTEST REMSIOM WOULD ANY SECTION ON THE PPE FAIL DTEW THE PRESSURE OR EFAKACE TSIf, THE GONRACTGI SHALL 00 EVERYTHING NECESSARY ID LOCATE AND REPAR OR REPLACE THE DEEECTNE PPE E T as, GE JONTS AT NO EXPENSE TO THE OWNER IF, FOR AY REASON, THE ENGINEER SHDULD ALIER THE `OREGOW PROCEDURES, TE CONNACTOR SHALL KEYAN RESPONSIOLE FOR THE TGN MESS OF THE IRE NTH THE AB WE RONXrcMENYs, 4' X 72' % 12' SOL1D THE METDG BE DISINFECTION SNAIL BE BY THE CONTINUOUS FEED METHOD UN: OO�MSE APPROVED B THE ENGINEER. AFTER Fl 14% FILSHINO AND TIE INHTAL ADOTON CONCRETE BLOCK CHLORINE SPWTOR THE iNEE ENLDRINE CONCENTRATION WT IN IRE PIPE SHALL SE AT LEAST RC MC/L THE ONLGRNATED WA•DR SHAJ. REMAIN N TIE MAN FOR A PERIOD OF AT LEAST 24 HOURS. AST THE OD OT TO REWIGD. THE TRG�iAIERR I ALL PORRT�DNSSOFF THE MAN SALL IDUAL O NCT LESS THAN 10 w0/L BE LINDEN TIE SIIPEAWGDN OF THE ENGNEOL LITHE OH3NfECTON PROCESS SHALL DOMED BE DEEMED ACCEPTARE ONLY AFTER SAMPLES OF WATDR FROM THE -MEG. DESNFECTED M. EVDENCE BYACT£THENOEIGIGL CONNEER N TON. DHSNARP¢�CTITM — CONPO N TONO THE LATEST WWA — AENMON. THE PIPELINE LAID APPURTENANCES SHALL BE NNNTAINED N AN UNCONTAMINATED REWDIRN ATN MO IINFENSEAL EDTO— OWAUM NEnL FINAL ACDEPTANCAL BE [ABYD TIEEDOM &9. NIFRE A ALL NEW WATER MAN PPE SHALL BE OF THE SUE AND TYPE SHOWN ON THE PLANS. 2'. T1PE'K' ODI'". SHALL BE IN ACCOOANCE WTI NINA 0-151. C-104, AND C-111. 5, ALL NRTDR MAN ..ST BLOCG SHALL BE CONSIMICIED OF ]MOO PM WNOEIE I THE WATER MANS SHALL HAVE A MINIMUM DEPTH OF COMER OF r. 7. ANT SURFACES, LINES OR SIRUCNRES WHI K HAVE BEEN DAMAGED BY THE CONTRACTOR$ OPERATIONS SHALL BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT N WHICH THEY WERE FORD IMJE0IA PRIOR TO THE BEGINNING ON OONSIRUCTDM 0. TE CONIMCTOR SHALL COORDINATE TIE LOCATION AND NSTALIATON OF THE NDIMDUAL LOT NNTER LIRE SORYM WITH THE OWNER AT THE TIME OF WNSTDCTON. W. NO INVER LINES SHALL BE NSTALLED AFTER NOVEMBER 15 OR BEFORE APRL 1 WITHOUT PRIOR APPROVAL OF THE SUPFRNTENOENT. THE APPROPRIATE CWD SUPERMSON MAY RESTRICT WORK BEFORE NOWEMBEX 15 AND ATER MRIL 1 DURING ADVERSE WEATHER CONDITIONS. Ia. NSAATDN 15 REWMMDNDED WHEN THE GMITARY OR SIGG SEWERS ARE ABOVE THE — MAIN. — NIWND Ir-fl' IF µ N�PN,p•N M M O-LOP tI J.v Ja. FINISH GAGE NOrM UNDISTURNED 5011 ... STPPS AND/OR GTE YALVE6 BACKFlLL WEAR APPRONED STALL NOT BE PLACED W PAVEMENT, WRB OR SDEIMIX. EXWVATED MATERIAL 1HGROIGILY COMPACTED r NNwN M BI�RY IN e• uFl5 ALL FlrnN05 9XAIL THE SIDES OF TRENCHES GTE WLT6 mNNT BE DI NJ IN CONFXMNAN, W1H AMW11 C-163 ANO IS f.FJ A. FI11 4 FT. OR MORE IN DEPTH INTEREIT BY PERSONNEL SHALLSE SHEE N HP cove HS LEss IHAx C' PLACE 2' hIIOX INSAATED GGARO, NHIOI IS SUITAME THE ANGLE AN LF - - ----- BURIAL OVER PIPE. N NG CASE SHALL TIE PIPE W�TYA . OF REPOSE 12u FWVE TEAS THAN S' GF CONER OWEN THE CROWN YK ). HEWERWp'�OBMARIWHD EOGL APPBACNRFIVE CG ismISIDE .• r THOROUGHLY.. COMPACTED 8' DIAMETER OF PIPE) AN PX LIFTS LINO STONES LANCER THAN 1 1/2' --- 4PJ RSFE MTM 'Bp o rL�4 O.L PPE N/ ON _ eT E OPU NAOE WAMETEW) THE OONTPACIOR SHALL AT MIIRELALL Y FREES OF WATER pnEx�, M -WO MAIOf x JAFA ID UNTIE ALL WORK IS FINISHED dRA�.H IRE A. AND READY FGt BAO(FlWNO HYDRANT EN. ; PDm 3 RI WEDGES SHALL BE NSTALLED AT UCH JDNT NR IRauwWATRW He dmux IN ACOORDARCE WIN THE CND REQUIREMENTS UNDOTURBED SOL D^ 24' ---/ (TYPICAL) WATER TRENCH NT5 THE CONTRACTOR SHALL NOTIFY "OIGSAFE" AT I -BBB -DIG -SAFE PRIOR TO ANY EXCAVATION. OAAE ®f 11Y(� ?` P I0. LMi9 4 "fill % AAA FINISH GRADE 4 TYPICAL HYDRAUUC GROUT GALVANIZED VINYL COATED VENT CAP WITH BRONZE SCREEN -4" GALVANIZED STEEL VENT PIPE PAINTED DARK GREEN GROUT FRAME TO BASE WELDED STEEL WRE FABRIC f1IMWIA 0 RING RUBBER GASKET IN ACCORDANCE WITH ASTM C-443 AND ASTM C-361 OR BUM ROPE TYPICAL HYDRAULIC GROUT R-,j—BACKFlLL GRANULAR SAND OR GRAVEL WITHIN 2' OF TOP AND SIDES OF TANK —y= Is, INTEGRAL STRUCTURAL STRUT AS REWIRED ALL JOINTS SHALL BE SEALED WITH BUM JOINT SEALER Z500 GALLON PRE -CAST HEAVY DUTY CONCRETE HOLDING TANK ALL OPENINGS SHALL BE SMOOTH AND FREE OF DEBRIS AND SHALL BE SEALED WITH THUNDERLINE C( LINK -SEAL' MODEL /LS-40C-C OR EQUAL OR PROVIDE FLEXIBLE RUBBER MANHOLE SLEEVE "LOCK JOINT' OR EQUAL ASTM C923. S = 0.02 - SEE NOTE /3 6" SGR 35 FIVE LEDGE PAYMENT LIMITCRUSHED STONE ) UNDISTURBED EARTH 5ECT I ON A — A TYPICAL 5TOKAC-7E TANK NTS NOTES, I. CONCRETE SHALL BE 5000 PSI AFTER 28 DAYS 2. SEE SITE PLAN FOR FINAL GRADING 3. THE CONTRACTOR SHALL SET THE STONE AND RAKE THE TOP TO PREPARE A SLOPED BASE FOR SETTING THE TANKS WTH A 0,02 FT/F7 SLOPE AND ELEVATIONS AS SHOWN. PUMP STATION DATA A D ROW- 22,358 OPO (SEE SEWAGE FLOW INFORMAIOX ON FBI IDWFER BIDE OF THIS SHEET) B. AVERAGE DMLY — (ADF) 23.3 Q`N IB HR AY F BD MIN ft MINIMUIM PUMP RATE . 5 TMEB THE ADF (1IS.$ O+M OR THE MINIMUM PUMPING RATE FM A 4' F4 (B) GPM), YM A B HIOHEW ISO OP DOWUSE AVULUME CODA INNOMAX RETTEMNTON THE - 30 MIN % 23.3 GPM (ADF) = BBB GAL C. HEAD LOUSES ELEVATION HEIR: 17.G FT FRICTION LOSSES 4' — X a,O IF) - I.0 A MINOR LOSSES - F7 TOTAL OYAMM HEAP 2G Fi D. PUMP REQUIREMENTS - 2 PUMPS EACH CAPABLE OF PUMPING A MINIMUM OF IZD OPM AT 28' IDH THREE PHASE, MINIMUM a DISCHARGE. CAPABLE OF`* MINIMUM S SOUOS. PUMPS SHALL BE EMRO/CORNEL4 MEYERS, HYDROMATIC OF AN APPROVED EQUAL E.CONTROLS NONA 4 DUPLEX CONTROL PANEL MULTIIRODE PROBE A MULTIRODE MNPC PUMP CONTROLLER WITH BACKUP ALARM FLOAT AURIMATC PUMP ALTERNATOR; 113 VAC CONTROL CIRCUIT. 115 VAC AWRM LIGHT MD HORN MOUNTED ON TOP OF PANE.: PHASE MONITOR IF THREE PHASE PUMPS ARE USED: I15 VAC DUPLEX CONVENIENCE OUTLET; PANEL HEATER MYTH THERMOSTAT; INDIVIDUAL CIRCUIT BREAKERS FOR EACH PI CONTROL CRIT, C DUPLEX ET, OUTTRANSFORMER IF REQUIRED, HEATER, AND ONE SPARE: INOIVOUN. ELAWED THE METERS MOUNTED, ALL EECTRIO WRING SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRIC WIDE CONTROLS SHALL BE SCALIA OD ATIBLE PUBUC PUMP STATIONS WILL BE EQUIPPED NTH TELEMETRY SYSTEM WITH DATIENY BACK-UP. TIED TO THE SOUTH BIRLINGTON SYSTEM. F. FLOATS: MERDURY SYIITCH TO RE COMPLETELY SALm, MADE OF CORR031VE RESISTANT SO LID AND INTRINSICALLY SAFE. EECTRCAL CABLE TO BE FLEXBLE TWO CONDUCTOR MTH NEOPRENE JANET. G EMERGENCY STOM6E PROVIDE 4 HOUR -GE -BASED ON IB HR DAY - 51 GPD H. RIBMITTALS flEODIRWI FLOATS AND FLOAT HANOET R BRACK, CHECK VALVES GATE VALVES. SOLD SLEEVE COUPUNGS. AND OPEATON AND MAINTENANCE MANUALS AND RECORD DRAWINGS, 36' INSIDE DIA. PRECAST REINFORCED 4000 PSI CONCRETE RISERS WITH AN 8' THICK REINFORCED CONCRETE COVER AND MANHOLE FRAME AND COVER LIBELED "SEWER" (LIIBARON LAB324) rIINIS.- GRADE H STRUCTURE SHALL BE COATED BITUMINOUS WATERPROOFING as" HEAVY DUTY DISCHARGE VALVE PIT PLO ID . 352+W 352+78 0t SEWE \; ^y TYPICALPIPE CAP 538 GAL STORAOE/VF 1' VALVE PIT SANK /2 PROVIDES 1,g94 GAL ---- -- 1 I N STORAGE TO ELEV. 358.1 I" S 0.02 12' AWAY Egan rALve PIT r RIM (AT GRADE; TYI 71 / \ SEWE \ \ / T N TIE i T ALL ' _ a'352+ 352+552 i2 LL OPENINGS SHALL BE SMOOTH G AND FREE OF DEBRIS AND SHALL I� BE SEALED NTH 7HUNDERUNE CORP. — LINK -SEAL" MODEL $LS-400-C 1Y MIM OR EQUAL OR PROVIDE FLEX18LE RUBE MANHOLE SLEEVE "LOCK JOIN OR EQUAL ASTM C923. A�1 -- TESTING DATA A FORCE MAN PRESSURE TEST. ALL FORCE MAYS SHALL BE PRESSURE TESTED TO NOT LESS THAN BD PS AT THE HIGHEST POINT OF THE TEST SECTION. THE TEST SHALL BE OF A TWO HOUR DURATION AND THE TEST PRESSURE SHALL M07 VARY BY MORE THAN B PS. A LLIKAO; TEST SHALL BE PERFORMED + WMMNTLY WITH THE PRESSURE —1 THE ALLOWABLE LEAKAOF SHALL BE THE BY THE FOLLOWNO FORMULA 74w WHERE L - THE ALLOWABLE LEAKAGE IN GALLONS PER HOUR, N IS THE NUMBER OF ,MINTS. D IS THE NOMINAL DIAMETER OF THE PIPE IN INCHES. AND P IS THE AVERAGE TEST PRESSURE N PSI M VALVE PIT AND PUMP THE STRUCTURES SHALL BE TESTED IN THE PRESENCE OF STATION TEDT THE ENGINEER FOR EXFlLTRATON BY FLUNG THE STRUCTURES T) V BELOW THE ACCESS UD. A STADIUZATON PERIOD OF 1 MR SHALL BE PROVIDED TO ALLOW FOR ADSORPTION. AT THE END OF THE STABILIZATON PERIOD THE STRUCTURES SHALL BE R U.EO IF MEaSSARY AND THE TEST PERIOD OF AB HOURS SHALL BEGIN. AT THE END OF THE TEST PEROD, THE NOWME OF WATER CHANGE SHALL BE MEASURED. THERE SHALL BE NO V161BLE OR MEASURABLE D FILTRATION OR INFILTRATNR OR THE TEST FAILS. IF THE TEST "IS, THE ON CTOR SHALL MPAIR OR WATERRROOF AND RETEST, O PUMP STATIM AN AUTHORIZED REPRESENTATIVE OF THE PUMP MANUFACTURER OR AN ELECTRIOAN FAMILY WITH THE OPERATION AND SE INC DF THE WIMP STATION SHALL BE PRESENT DURING STARTUP, AMPERAGE REAMNGS ON EACH MOTOR LEAD SHALL BE MEASURED AND RECORDED. THE OONTRACTOR SHALL PROVIDE A WATER SOURCE TO PERFORM A FULL OPERATIONAL CHECK OF THE STATION INCUIDNG ALL FLOUT NNLTdNS, ALARM TESTING. INDICATOR UNTS, H-O-A SMYTCHE5, PUMP ALTERNATOyAND PHASE MCNITOR IF THREE-PHASE PUMPS ARE USED. THE CONTROL SYSTEM SHALL RE CYCLED I. . MORE THAN DICE TO INSURE PROPER S QUENONG AND GERATION OF THE PUMPS EACH PUMP SHALL BE FIELD TESTED TO INSURE THE PUMPING CAPACITY MEETS THE PROJECT REQUIREMENTS. TANK �EOFICATII A) THE STRUCTURE PROVIDED FOR EMERGENCY STORAGE FOR THE PUMPING E) BACKFlLL SIDES AND TOP OF TANK WITH SAND AND/OR GRAVEL. INV ELEY . 351,8 STATION SHALL BE (2) 2,500 GALLON, STEEL REINFORCED, PRECAST HEAVY WET WELL DUTY CONCRETE HOLDING TANK STRUCTURE, THE STRUCTURE SHALL BE F) PRIOR 70 CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE SEE PUMP 5T0.TON DETAIL GALLONS STORAGE DESIGNED BY M ENGINEER UCENSED IN THE STATE OF VERMONT 70 WITHSTAND ENGINEER. A AASHTO H-20 WHEEL LOADINGS AT THE DEPTH SHOWN ON THIS PLAN G) THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER WITH B) INSIDE TANK DIMENSIONS SHALL BE 8' % 1Y % 68' HIGH. AS -BULLY INFORMATION AND H PLANS AND THAT THE SYSTEM WAS INSTALLED IN ACCORDANCE Ohl PLANS AND ALL PERTINENT APPROVALS C) EXTERNALLY COAT ALL CONCRETE STRUCTURES MATH TWO COATS OF AND PERMITS ISSUED FOR THE PROJECT. BITUMINOUS WATERPROOFING AND TEST FOR WATER -TIGHTNESS. H) THE CONTRACTOR SHALL ERECT AND MAINTAIN A CONTINUOUS SNOW / FENCE BARRIER AND LIGHTED BARRICADES AROUND ALL EXCAVATION LEFT D) ALL BACKFlLL MATERIAL MOUND THE TANK SHALL BE GRANULAR OVER NIGHT OR ON WEEKENDS. / " MAXIMUM THOROUGHLY COMPACTED TO NOT LESS THAN OF MAXIMUM DRY DENSITY AS DETERMINED BY THE AASHTO T-9G 7-9 STANDARD PROCTOR. 352+41 f 2+29 — -- — E / SWS ( �+ TYPICAL VENT PIPE AND CAP 538 GAL STORAGE/VF „ TANK /1 PROVIDES 2.082 CAL STORAGE TO ELEV. %S.1 I s i n _ S . 0.02 — — — — — — — — — m � M TOWWIRET WELL SEWE ; �i 2 352+17 RIM (AT GRADE; PLAN VIEW 5TORAC-7E TANK5 SYS (MDT Iu�ouLiA STRNWT In —2mo PN Ga — I I PPE SPPONn NOTES 1. VIETWELL AND VALVE PIT SHALL BE PRE-ENGINEERED 400D PSI REINFORCED CONCRETE STRUCTURES DESIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF VERMONT AND CONSTRUCTED TO WITHSTAND H-20 WHEEL LOADINGS. 2. EXTERNALLY COAT ALL CONCRETE STRUCTURES WITH TWO COATS OF BITUMINOUS WATERPROOFING AND TEST FOR WATFRTMHTNESS. S ALL FORCENAN PIPING INSIDE OF THE STRUCTURES AND THROUGH THE WALLS SHALL BE GALVANIZED STEEL, EXTRA STRONG WEIGHT. 4, ALL BACKFlLL MATERIAL MOUND THE STRUCTURES SHALL BE THOROUGHLY COMPACTED TO NOT LESS THAN 95X OF MAXIMUM DRY DENSITY AS DETERMINED BY THE AASHTO-T-99 STANDARD PROCTOR U ?RRAW A ODWA QB— WIN S 1/Y YMNAN Y N YHIYUM — NAT - iGIDN 1�B BU�IY'LE�PE Pueem o-Rwo MAU �moPE£YE WI IT' MM. O 3/4' ORM. RF NE DP ,Mi UBE UMODWE Pump Station must comply with the following City of South Burlington Pump Station Design Criteria: - Pumps will be 3 phase (no 1 to 3 phase converters) - Pump Station will be connected to the City of South Burlington system by a Mission 110 cellular unit with batter backup, stainless steel enclosure, omn!-directional antenna. - Level controls will be I'll Multitrode Probe and relays - 4" pumps will have 4" plumbing including force main -Emergency connection will be 4" with camlock fittings and shut off valve - All hardware in the wetwell will be stainless steel including life chains - Pumps will be rail mounted with stainless steel rails with a pull-out flanged base. - Must have double throw switch and plug with plug for city's portable generator. -Mu)titrode Probe needs to be mounted on supplied stainless steel hook with squeegee from the hatch frame away from rails for easy removal for cleaning leaving enough slack in cable to pull probe up through hatch. -Back-up float alarm needs to also be hung from hatch frame on separate hook Opposite Of stick for each removal for cleaning with enough slack to pull float up through hatch. PUMP STATION RIOVGI PAR a Wpm P MFA DB�OXDEICNT TMTµCx D (BJB BALM1 ryN�T rOR R. I uMM 1) XNTROI �F — QUIARANI FOR PANEL DON K' RMLv 1£Nr ;SEEN. OAP r PP.1u ME1De �T YNYUN IISCNN SM- PRF Tm 4a mA JI— NEIBI �rDIWn dcvNEcr RgTw 2 MONE XW � B�u s•� I -- anlo m PBAO 81RPLr— �WFWdT PPE aura Im AuiP®e F'E'N I� dAM,ER aft aI.T1R -W WLTT ALE PRWE uAa —AT ( FLUREQ P PF awiaPnWHni/4• aT xuinB OEv- 1nP Ir B°ON cwme '"E'E PUMM — ASSAD®BLE RNO AS ar1Din� aSW PSI I Ir MN. 0 3/A GM,MD B d SO n , ulE IJM:B1orNE SEWAGE FLOW5' THE SEWAGE FLOWS ARE BASED ON THE STATE OF VERMONT - ENVIRONMENTAL PROTECTION RULES, WHICH REQUIRE 210 GAL/DAY/RESIDENTIAL UNIT REGARDLESS OF THE NUMBER OF BEDROOMS WHEN CONNECTING TO A MUNICIPAL SEWER SYSTEM WITH > 50,000 GAL/DAY CAPACITY. 99 Units x 210 gal/day/unit = 20,790 gal/day Infiltration: 300 gal/inch/mile/day x (8" pipe x (3,450 If/ 5,2801/mile) = 1,568 gal/day Total: 22,358 gal/day (> 2,000 gal/day; therefore a dual pump station is required. t3/15 1REV15E PER WW AMENDMENT REVIEW / LAYOUT CHANGES 5/2WI4 REV15E PER PRO PRELIMINARY APPROVAL C.ONOITION5 Br rFH F. , oISCA E3 RF.00IO TUMORS O T 50L) H V I LLA&E W7E 1A'XI3 AAp ®� oecA COMMUNITIE5, LLC, A°zmza 0. 4 CAAPFH OFLEA,A.RY-BURKE SPEAR STREET 50UTH BURLINGTON, VT THE ION -Al —ION -Al —SHALL NOTIFY "DIGSAFE" AT 1 = CIVIL ASSOCIATES, PLC 201z-ae-B 1-B86-DIG-SAFE PRIOR TO ANY EXCAVATION. D'A'B P—I IF ;_ PUMP STATION AAAIIIt, % 1• 00' FAJEB=1 1 DETAIL5 + 5PEGIFIGA7I045 f f ( 1 ( \ t ICI II I \ r r r Wr r ruNNI _ ��• _ .�� — <� � / � % rl � LOG Gox ovRR EeD _ --�— � 1 71JJ _ �lW/✓tRND uAM r NRPL Xxr Gv 1 55N M � t� \� r Loc. eox WOJi'eR ca 1 TIC_-T&)��DIL NX LXT, IJw. EOX / p W,OC VTi avPAl T� 1 / 1 a'r l 42N. SAS PROPOSt9 NY \ ( I '"Ow.,...-.£M"" �' P IJ � � GAS sr4• .� 1 ~' � ) \ / yX r tLELT I , ^ SERVR.sq N ` -•. v -TAR rx`i;°vA' v NG l ��i Rwy°i.'vlM.vi vv4 1 43 �� i 53N. r \ \\) 1 m \\\ rRnaARrvrcu A4 \ a l'T ? � \L I 1 I \ n J 1 45 46 71 r¢' 11 wrnT�y;�io•'¢ 93 f) / 51 1 \ /I If I J I ) \ \ I I \\\ UI 4 N�TI-US PATH / 1 1 MODULAR R T RIMTGITION I ( ) / r\ / 1 rrYPJ Notes: II ALL WATER 5Y5TEM WORK SHALL ISE IN ACCORDANCE WITI R,HANPLAIN WATER DIS'rRK.T •SPEGIFILATIONS DETAILS FOR THE I1,15TALLATION OF WATER LINES APPIRTENMILES" — THE VERNONT WATER SUPP.Y RIILS RJ ILL WE 5— WORK SHALL pE IN ALGORDANGE WITH TFE 5TATE OF VERIbNT PRS Ab T! CITY ar SOUTH ISK INGTON PIALIC, WORKS SKLIFILATIpH. SJ RAN, NOT TO IX XAED FOR PROPERTY GQtlVlYANGE XEFER TO MJN' EN ITL® YH 9 OVERN.L MT' AFD 'PHASE ] LOTTING PLAT" SOUTH VILLAGE GOARIMITIES. IJ.L, DATED p/JVt, PREPARED GT GIV IL f,tl61KERIN6 AS' IATE5. ING 4J 6" LAYOVY PROVIDED DY VPJIA . -1 SJ POWER LAYOUT PROVIDED DY —N —Al. POWER REueATON PATH I J I 1 \ r` 1 N F SOUPHAVILLAGE GRAPHIC SCALE ,ep n IN FEET ) 1 i ch = 100 It. , 1 \ I \ / / 1 / / 1 Tf'E°,'NT / I / I / QUIET I /I '� W�N WPM 00K / Legend PROJECT GOUOARY / - - PROPERTY LINE 5ET15AGK / -- --------_____ GOINTOM LIFE 1 US.G.S. DAItN I / PROP05W FINISH GRADE KANTOl1R ( Q EXISTING IRON PIPE 67 / 0 EX I5TING CONCRETE MONUAEIT . - / IRON PIPE BE SETT ,� / ■ CONCRETE NION10N UMENt KO PIE SETT V71LIT1' POLH / E EXISTING ELEGTRIG/TVtTELEPHOFE LINE SEWER LINE L4 // SLIFE N WAA TERLINE EXISTINISAMOPOSED HYDRANT ( h-»..�• �- $1LT FENCE / u MODULAR TERMINATION GADINET NITGI / ® TRANSFORMER PAD 0 5EGONDARY PEDESTAL THE CONTRACTOR SHALL NOTIFY'OIOSAFE- AT 1-BES-DIG-SAFE PRIOR 70 ANY EXCAVATION. VERMONT GAS 1O 50' OF 3" 5C.H 40 PVG CASING O 50' OF 3" 5GH 40 PVG CASING O 50' OF 3" 5GH 40 PVG GA51NG ® 50' OF 3" 5GH 40 PVG GASING 50 50' OF 3" 5GH 40 PVG GA51140 ® 50' OF 3" 5GH 40 PVG GA5I NG O 50' OF 3" 561-1 40 PVG GASING ® 50' OF 3" 501-1 40 PVG CASING O 50' OF 3" 5GH 40 PVG GASING 10 50' OF 3" 5GH 40 PVG CASING, i l 50' OF 3" 5GH 40 PVG GASING 1© 40' OF 4" 5GH 40 PVG CASING 1© 40' OF 3" 5GH 40 PVG GA51N& 14 40' OF 3" 5GH 40 PVG GA51NG 15 40' OF 3" 5GH 40 PVG CA51N67 16 40' OF 3" 5GH 40 PVG GAS INE, Q 40' OF 3" 5GH 40 PVG CA51NG 18 40' OF 3" 5GH 40 PVG GAS ING 19 50' OF 3" 5GH 40 PVG GASING ® 40' OF 3" 5GH 40 PVG GA51NG O 30' OF 4" SGH 40 PVG GAS ING ® 40' OF 3" 5GH 40 PVG GASING ® 40' OF 3" 5GH 40 PVG GAS ING ® 40' OF 3" 5GH 40 PVG GASING ® 40' OF 3" 5GH 40 PVG GA51NG ® 40' OF 3" 5GH 40 PVC, CASING ® 40' OF 3" 5GH 40 PVG GASING ® 40' OF 3" 5GH 40 PVG GAS ING 40' OF 3" 5GH 40 PVG GA51NG ® 50' OF 4" 5GH 40 PVG GAS ING 3� 40' OF 3" 5GH 40 PVG CASING ® 40' OF 3" 5GH 40 PVG GA51NG ® 40' OF 3" 5GH 40 PVG CASING ® 40' OF 3" 5GH 40 PVG CAS ING ® 40' OF 3" 5GH 40 PVG GASING ® 40' OF 3" 5GH 40 PVG C.A51 NG ® 40' OF 3" 5GH 40 PVG CASING ® 40' OF 3" 5GH 40 PVG GA5114G ® 30' OF 3" 5GH 40 PVG GA51N6 Y Legend -�-� PROJECT BOUNDARY ----- PROPERTY LINE - - - - - - - - SETBACK ------ - DO--------- CONTOUR L.'NE I U.M.S. DATUM I ® PROPOSED FINISH GRAOR GONTOVR C E%I5T IND IRON PIPE 0 EXISTING CONCRETE MONUMENT IRON FIFE [TO DE SET] ■ C .ONCRETE MONLNENT ITO OE SET] •IIs UTILITY POLE --- E EXISTING E1.EGTRIG/1V/TELEPH0NE LINE SEWER LINE 13 5TORMLINE W WATERLINE *' EXISTING/PROPOSED HYDRANT swa.ar•e,+> SILT FCNPE Soil Types VERGENNRiS CLAY, 2-6E SLOPES GOVINGTON SILTY CLAY .� ....•°�'-- -- ...tea wr`.rl�'�..e!.. -ILL n1U1MKNILT CgIPILIE NCUFl! LB #4 // 1y�� •y,W UNDISTURBED SOIL GD 715 ) - \�\ / �' % I J IJ R(„ 1y3%I'En'YMrt6lMNE %6DINa`�p BACKFLL WITH APPROVED �- / // \/^� y�� {� {'TPj 1'• PREGA5T GATGH DA51ry oRAwwc-r/,ucic Notes: EXCAVATED MAIERIAL L nrs THOI;OUGHLY COMPACTEp \ U ALL WATER SYSTEM WORK 5WLLL DE IN ACCORDANCE \\ ` FOOTING DRAIN DETAIL WITH CHAMRAIN WATER DISTRICT 'SMIPIGATIOW , / ' '^• DETAILS FOR THE N5IALLATION OF WATER LINES a THE SIDES OF TRENCHES _ Y IF CO IS LE$S THAN 4' ' C FDPE ! \ % I \ \•- _ _ _ ARIMTENANGES' AND THE VERMONT WATER $IMPLY RIME. 4 FT- OR MORE IN DEPTH Z PI�Cg INTER INSULATED ... L+ 126 50.006 \ 1 u' +uvrN wn Ralav ENTERED BY PERSONNEL BOARD, WHICH IS SUITABLE �I // 1\ /\// A Y 1\ i GL S'-4 .� EE I rx l•�®+u+®w0 SHALL BE SHEETED OR FOR URIAL OVER PIPE. s "- / I \ --.\ (^� \ \ I ) "[L•A CD ✓ 7+,* x xa•t vF-vv x mxeer 11 ALL SENOR 5Y5TEI WORK SHALL DE IN ACCORDANCE SLOPED TO THE ANGLE ----- N $${{{{��L 1H P WITH THE STATE OF VERMONT MS NO THE CITY OF OF REPOSE 1♦A L��pS$S�TWW L.T I OF •idlTH SUIU.NbTON N61-IL WORKS SMLIPIGATIONk R UYtR 1HE UNWN ' \ \\/ • / % / I �} 'I: R6M1pMW m �"ro'"s� • " 1 I m•am APPROVED ROCK FREE II; Sp' IS OUTSIDE BB 3J MNS NOT TO DE USED FOR PROPERTY CONVEYANCE, BAGKFILL THOROUGHLY 1B• I( DIAMETER OUTSIDE PIPE) , GB 46 REFER TO PLAN9 ENTITLED "PHASE ]OVERALL MY' COMP CTm N AND THWSE 2 LOTTING MT' SOUTH VIII_APR UF'IS NO STONES ^. P•\ 1 _,,•, L -� -°* ro COMMW RIE•n J. DATED D/JI/U PREPARED PIT CIVIL DIAMETER) AN 1 1/2• O 4 4 4 �,. 15 110Pf_ OWL 00INEEKIN6 Al ATE6. :NG Y L. 63 5:0013 vT / j I • J THE CON TRACTOR SHALL AI 'L' \••'^/^/� ,.I REFEL 10 M,.M + PROFILES 11-1 5-61 FOR 3/4" TO 1-1/2" CRUSHED 6 ALL TIMER KEEP THE TRENCHES / L \ I� `�1 • I 1 S' I v ux�ml STORMWATQ ELEVATIONS 5 E BEDDING FOR /2 + 6• O ENTIRELY FREE OF WATER 4 \\ i �'+e. meHo mwl"IIN ro mom PE PIPE UNTIL ALL WORK IS FINISHED xmxme n xw .T wrx. \\ xlnueL xm mE amm 51 REFER TO PLAN 5HEE75 EI + E2 FOR EKOSION a AND READY FOR BACKFlWNC SEDIMENT G 01, PHASING, DETAILS + SPECIFICATIONS ��/ I "� `,H" - ..•-.�R*•J 6J REFER TO PLAN 5NEET 52 STORMWATEK MANAGEMENT D +2' } \ y \ �. /`°/..•x. R-•_. •�- -\L'\ „ \" 1 } u W 15 HOPE t.. „' , }. / , ' f \ i'-Y+ �.. .. PLAN DETAILS ♦ SPCGIFILATIONS FOR ADDITIONAL UNDISTURBED SOIL 1�IV, sTORMwATER INFORMATION L 2s so006. , ,i I /•-yi � i STORM SPREADER/OUTFACE DETAIL STORM SEWER TRENCH " PLAN WLW NlS I / 6'i aDPE 50.005 6" HDPE J `,. \ L I3a soo21 G \ / �B_„4 ,. _ y -t '" T11), 50.007Mbi ACRES OVERALL S51 ACRE IMPEKVI `. .i. \I ;.. � ' rk^ ; : +,,.•. J, . ,, , _ cD #i3 c.o. #6 _ 1 .,� - �' x ...�,.�.. ,ks�.,.,�\r�,aL�.,, � .Is:.-»_ ,�. 15 HDPE I "' 4} CD k2U "... �"/ � � di ,iv '•:" .A ,... ` \ 15" HGPE ^ \ ,l HOD2W0 3W0 4-00 HD APE D. HDFE 50.030 �\ TN L 33 SU.006 r_ FOREDAY VOLUME, PL016 OF \ 5 I, GB ,19 50.006 \ \ \\` �� IPES0.007 PROFILE L+ IJJ * 4` _ �\ ' ' \I —\'�� —__/�\\ \•\ ro s-0oo I c \ �GD 440 �cD ONO O LE In e,,,. \ `4 \ \ \\ \� \ I" p 50' IHI 1"• S' IV) O" HDPE L ♦1 . `. � 36 \. - L, 203' SOOOD �` D M3D � _..- �. 1\ • m \ meµ= \\ 1\`- � \ _..\-� _ .• �. \ �L�T - IS HDPE '� ^\ \ H R{INFORG•D \ I_ I4a SU 006 �," p _ \ / f '', \ L• P14 50.054 `•� ` 1� \ CONCRETE TR WITH �35N AN 33 v(�:m�l• vvf'_„v .--FfT ��l l uTrrI BASIN eRATe • n• • _ �. FOR AGCOS 1 P15• HGPE _ /"�..� k41 ``� �.. \^-'1' I INSTALL DIS rO -� 12 V21R5 STRUC1uRE • NOAO "1 \`/ •"'-"" L. IO2 50005 , sY ` H HOfE \ / •-•- `a \ -•. ++. I HDPE /PREVE f[: TO NTGLOG6AS 4 OXIFIGE >u .:� EBR�{ I 5� y,oee �N \ _ o 005 � .�- / L 96 50006 L " 15 HDPE 3, \ 5N\ ,,: •.�' •�� '- za s000s Is' TOPE _� _-�I _ rvG „•i "'\�' 1GB 81J D - - "'+^+ L141' S0.024 -' \\ x*e+xPxt I,., 29N n _ vA 2,' swr INN. our .. GB x27 IR,Vx. • '� / � L S40 S 0006 :\ ' " ' J V� x L / , � „/ � 16 HDPE , D" OF GRNHED _ 15 H7 I "' PE � L222 5 V 005 h �N"L STOH! BEDDING •/\ \ L ' l 6NJ4' 50.00 _ \ I 570RMWATER �:. ` ~� EIN `1N ION GC) #14 GD M22 LU x12 \ II EroESpT ofA N N _ s' HOPE POND OUTLET 5TRUGTURE 12 WIDE GRAVEL 50LRH -eq- \ 11 HDPE �• ACCESS DRIVE TO 1 DURLINGTON _. •-"�i - \ nrs 57OKMWATER AKEA. I \ 1 \ PROVIDE GIMiDIII' S•ODOD ` t5 HDPE ' ti CUT, PROV ID 1T' -'► 6 HID— c raa 113 s0005 \ ROD/ LEADER DISGONNEGTION NOTES - OF TOPSOIL OI7 A WIDE GRAVEL GD 023 - L 24 SU 005 19N \\\ \ .. TOP OF►GRAVE{,. -1_ `/ - ACCESS DRIVE TO \ J BN �` _\ I \ 6N` D LIN115 I-4. U-M, 59 + eO sHN1 DRIVE +'� IIjI61� \\_/ STORMWAIER POND. • \ D HDPE �GTOWN ON THE VIDE CURD OUT, - �• L, I45 5-0005. -� y DI THE 5H ON THE POND OUTLET 5TRUGTURE \ D 2" TQ[.SOIL LiN \ I ��' GLEAN-OVT WYE T DETAIL, / DF � PRO eE hN Sx PRO ,y,E�-A I 15" INV. OUT• •3 O /\ ' ♦ ORLIKATE� `I,jN 14N �J \�'� \N• £' ' \ 2J N1, FINISH GRADING AROWD HOUSES ISee �AILI • � "/, \� \`� I VA ANIMAL ARE SHOWN FOR 1tt GAL HOUSES D' INN. OUT 36031 \. y- i. rm.►�fR I DLE SHOWN ACTUAL GRADING SHALL BE /\l / PROVIDE 2RMANENT i ✓ / I WYE (OLLEDI LEN DIRECTED AWAY FROM THE 5TRUGTURE ME TPTH MARK�1[ H l �. .�, /`` ( "'"*",�e \�- AT A MA%. 51 GRADE, i'1 E I I - `L _ vb I -•� _ GONGRETE SMASH • \\`/ °� " L,.. '�/ \\ �� • �\ -'\ ''.'/pa • / ,e , \ �•,,,, &LOGE DUFFER FROM DOWNSPOUTS- 9 GRASS .•~+,• nw.. `i' •�- "6U' ' \�-� `/ I\, I ,, �, 41 THE MAXIMUM GONTRIDUTING PROVIDE CONCRETE WEIR A..( IIi ^""' Ylr • L^ • • \ � /� �� i • ^-• TOP EkEV. 36" Y a, EXTENDED • \` \ /\ F\ I IMPERVIOUS LENGTH SHOM.D OR 75' OR STORM SPREADER �-... \ •� •`f \ \ v \ ! �. \ -„f � i \.. ,. r \ Q W V ,,.. n;.;�'.r' \ V` • • \ "Ay` 4150 IU / l5__NV , OUT- 357.5 -'i // \ W� WET E%TENDED DETENTION POND E PROVIDE SILT \ ETL • \ D MM! —_ � W THE LENGTH OF THE DISCpNEGTION C \ \ FENCE PRIOR TO - / \ 16 JFFE \ ^ ' I ' COMPACTED SHOULD DE EQUAL TO OR GRATER m \ BASIN VOLUME D7,701 LF • • Y �. -- ...,, ,,�- _ _ _ • • • • \ • • -(\\ RIM ELEVATION 303 FT • • START OF E ` \ _ \ \ DAGKFILL TNµ "hE GONTRIDUTING ROOFTOP OR GLASS TWO BOTTOM ELEVATION • 356 FT /\ GON5TRUGTION \/ �I \ 1 \ �. 7N L\I NON -ROOF TOP E D* H, WETLANDS I WOV VOLUME 2&25D IF �- {\__� i 117P.. SEE • ��•^\ 1 • \ \ I DISGONNEGT DETAIL W ANY DOWNSPOUTS sHOU.0 DE AT I-YR 5TOKM VOLUME • 66.8'0 GF • • DETAIL, SHT. E2) E \ \\ • • \ \ "•:++,` l N7.5. LEAST 10 AWAY FROM ANY IM VICU5 10-YK STORM VOLUME '12.03 CIF I\ 25-YR STORM VOLUME Ip.170 Cf �•�• • I� \ /'�'\ 1\"� /1 • 1\\ 4/23/15 REVISE PER WW AMENDMENT REVIEW / LAYOUT CHANGES PFH 100.7R STORM VOLUME 132,626 GP m ! \ • [1�5�+j. TL/ ! \� �•.\ 7/29/15 REVISE FEE DWGWPD AMENDMDr REVIEW PFH \. • • WE" -AIDS ^\ 6/2w15 ADDED 51DEWALK AND CURD. REVISED UTILITIES AND GRADING, LAYOUT REVISIONS DJH/PFH IF \ l\\\ 2116/15 REVISE STORM SEWER LAYOUT D,JH II/7/M REV15E PER STOKMWATER REVIEW PFH Owner & Applicant — 5/26/14 1W515 PER ORD PRELIMINARY APPROVAL WNDITION5 °Y PFH SS`A O�1l�l F.W 'R"OK9DA O xmn Gll•wc O INR]NM1NT SOUTH VILLAGE W1E GRAPHIC SCALE SOUTH VILLAGE GOM/LINITIES. LLC. ; \\ R /�.� FNN p SNEOJ/LWKFPi 11MI3 WO RODIN JEFFER51 5c" w °®oeca GOMMUN I T I E5, LLC, b 1. NN• P.O. DO% 22B6 20 2-08 SOUTH DURLiMIGTON. VT 05407 0. - MAw _ FME O'LEARY-BURKE I PPH SPEAR STREET SOUTH BURLM(oTON, V'� 201a40S25 CIVIL ASSOCIATES, PLC P F DWB 5TORMWATER MANAGEMENT PLAN ( IN FEET) THE CONTRACTOR SHALL NOTIFY "DICSAFE" AT ,f <Mca4• \ S` 1 inch = 8O ,l. 1-686-OI'SAFE PRIOR TO ANY EXCAVATION Fi; /B�) I �� .` T! m1F` Ox;Di. Fi POINT OF NTERE5T 41 l �f#NMnit`` r=e0' E�Clie,are ET EXTENDED DETENTION POND S1 EMNI.: oG[ffideeMUAeam L Legend -�-- PRO.IEc.T E,.0 wY --- -- PROPERTY LIME - - - -- SETBACK -------- -WO __ CONTOUR LIVE ( Li DATUM I FKOFCi FINISH GRADE CONTOUR 0 EXISTING IRON PIPE 0 EXISTING CONCRETE MOAAENT IRON PIFE (TO BE SETT ■ CONCRETE MONUMENT ITO DE SETT `Lla UTILITY POLE E EXISTING ELECTRIGTV/TELEPHONE LINE SEWER LINE 13 5TORM-INE r WATERLINE EXIST ING/FROPOSEO Hy"EANT SILT FENCE Notes: VER6E —Soil Types —, Fi.4`i NNE5 -Al, 9-6Z SLOPES GRASS CHANINI / DRY DETENTION POND DASIN VOLUME 13.413 CF RIM ELEVATION 372 FT BOTTOM ELEVATION • 370 FT WOV VOLUME • 2,752 CIE I-YR STORM VOLUME 4.810 GF 10-YR STORM VOLUME 91403 OF 05-YR STORM VOLUME 1RY36 LF p0-YR STORM VOLUME 13A23 GF D ALL WATER SYSTEM WORK SMALL OE IN AGGOROANLE WITH GHAMRAIN WATER 0I5TRIGT 5PE4I TION6 a OETA ILS FOR THE INSTALLATION OF WATER LINES + APNRILN1NLp' AND THE VERMON'T WATER SUPPLY RU..E. 11 ALL S6VIER SYSTEM WORK 5M IfE IN AGCOROANLE WITH TFE STATE Of VERMONT EI AND TIME CITY OF SOUTH EXARINGTON PUE/.IG WORKS SPEGIFIGATIONS, 11 FLANS NOT TO DE USED FOR PROPERTY LONtEYANLE. REFER TO MANS ENTITLED "PHASE 1 OVERALL PLAT' AND THASE 5 LOTTING, PLAT' SOUTH VILLAGE GOWXNITIES, " DATED D/31/U PRf C, OY CIVIL ENGINEERING ASSOCIATES. INC. 41 REFER TO PLAN +PROFILES BHEETS 3-D) FOR STORYWATER ELEVATION$. 5.1 RCPa TO RAN SHEETS M + ES FOR EROSION + SEDIMENT GO1fP1i PHASING. DETAILS XELIfIGATIONi GI KEFER TO PLAIT SHEET $1 5TORIMATER MAMNSEMENf RAJ, DETAILS + SPECFICATICN5 FOR ADDITIONAL 51ORMWATER INFORMATION / 1 5710RE INLET + OUTLET OF EXISTING 15" GULVERT FOR DARTLETT BROOK OFFSE' PROJECT STORM 51AD1 / (SEE DETAIL) 16" INV. OUT- 369.75 PROVIDE SILT / FENII PRIOR TO START OF ,I. / CON TION TIP., SEE IH DETAIL. SHY. EZI IV - R-5— N GLASS TMKEE • \ \ 1 �• WETL,AND5 -h I FOOTING DRAIN CONNECTION TUTS IMPORTANT NOTE- MOST OUTFLOW DEVICES WORK BEST IF PLACED DIKEGTLY AT THE END OF THE SWALE 50 THIS HORIZONTAL PORTION OF THE OUTFLOW PIPE HAS THE PROPER COVER AND 'THE ELBOW SHALL DE PLACED LOW ENOUGH TO ENSURE PROPER DRAINAGE BY THE LOW FLOW ORIFICE I" ORIFICE 370.0 l9" ORIPICE O 370.50 SEE C ]ORRESPONDING SYSTEM LOCATION ADOVEI - ONE HOLE SIZED IN EACH VERTICAL OUTLET DISCHARGE PIPE TO DRAIN THE WATER IN THE GRASSED GHANNEL. SET ORIFICE AT THE BOTTOM OF THE SYSTEM LOW POINT TO PREVENT PCIpli OVER EXTENDED PERIODS OF TIME ISPF DETAIL, i SHY. E71 I\ C. • •GL(SS TAKE \ I\ DERM AS NECESSARY TO MAINTAIN DEPTH SPECIFIED AND 0 1001 FT./FT. MIN \\ mew PROVIDE 4" TOPSOIL SLOPE IN DITCH . i ei �\_r•+rWwIR� ADD GRASS COVER 18, is ze" DEEP j/'�_ OKIGIGROUND b a _ /A MAINTAIN SWALE --___ ---_- GR / ININ INVERT-5 TO DRA �/ 1 I / / \ E WITH A SLOPE OF 0.001 LINE 5WALE WITH EROSION CONTROL MATTING FT./FT. OR AS DEP IC.TPD B' (DON TERRA 5Z OK APPROVED EQUALI ON THE FLANS /(aoN % ` 'N.( - GRA55 STORMWATER SWALENTS \ IN HDFE D' HOPE I77' S�0.004 Ii INV. � OUT/ 37011 I -�_--------/r` ETrit ASEMENTA AREA ( } TO 5017Y OF BURL INGTON / I DO NOT LUT HOLES CLOSER y_n_o�: \ TOGETHER THAN THE y arr.r CUT HOLES IN E" HOPE PIPE OR / DIAMETER BEING DRILLED LARGER ACT INS, AS TRASH RAGR / J / }Of b43 1 1 �. m45 3 -_.- `I / AN F/ T\ / STORMWA7ER NOTES, /� Y ( / ( I. THE GRA55 CHANNELS AS SHOWN ON THIS PLAN ARE TO DE }, / \ /• „1 `� / / } DUILT TO TO MEET THE 3007 VERMONT 5TOKMWATER \ CD 33 / \ T • / 6 AR` MANUAL FOR WATER QUALITY. GHNPROTECTION AND M/ // x3e - ✓""'4 \\ // REL 1 OVERDANK fL006 PROTECTION. THE GRA55 CHANNELS HAVE BEEN CALCULATED TO PROVIDE A MIN 10-MINUTE RE510fii TIME DURING TIME WATER QUALITY Or" STORM EVENT]. THEY SHALL FUNCTION AS A DRY DETENTION VP BASINS TO FROVIDE THE N@CZSSAP.Y VOLUME OURINI THE RO EIHANWL-ON 110 PKO'reTIN (5TORM I EVPNT OVAS PRTEREANK.FO OD OBTAINING A STATE STORMWATER PERMIT. IT 15 STRONGLY RECOMMENDED TO CONSULT WITH THE DES16N ENGNEER I DURING CONSTRUCTION 70 ENSURE ALL NECESSARY COMPONENTS ARE IN PLACE FOR INITIAL COMPLIANCE AND Awl ♦ ANNUAL INSPECTIONS REQUIRED AS MANDATED IN THE 3-1015 STORM PERMIT. Afn �\'1 2 ALL NEW GRAVEL SURFACES SHALL DE GRADED TO THE I, GREATEST EXTENT P05510LE OR AS SHOWN HEREON TO DRAIN INTO A 611 CHANNEL CHANNEL / DRY DETETENTION CIA51N WITH OUTFLOW CONTROL STRUCTURE. 61 _ 3. ANY QUESTIONS THAT ARISE ON THE MAN RELATED TO THE O GRADES ORY _DURING CONSTRUCTIONALLDE DROUGHT 6 DEFORM THE R ATTENTION OF OLEARY-DIACKE IMMEDIATELY AT I602) 070-9990. Tt:.>rOs AROUND PRIMARY OUTFLOW PIPE 4d 41 1kFR ;�i OUTFLOW OFFSET HOLES ON = HOLES SHALL BE THE SAME SIZE 61 SUCCESSIVE ROWS. DRILL n AS LOW FLOW ORIFICE OR GE HOLES OJ INNER PART OF - SMALLER INRI.` I1 370,00 RIDDED PIPE. - END a _r IEMEL \ TKA5H RACK MRXMUM SN IYNDK. FOOTING DRAIN DETAIL 16" SDR 35 PVC VERTICAL OUTLET DISCHARGE PIPE. SET TOP OF PIPE 0.5' BELOW THE TOP OF THE SYSTEM ON THE DOWMH I LL 51DE TO DRAIN LARGER STORM EVENTS GUT U-SHAFE AROUND DEDRI5/TRASH BALK OUTER PIPE TO FIT OVER PRIMARY FLOW PIPE 3" - 6" STONE I ---' LENGTH SHOWN ON PLAN EMERGENCY SPILLWAY BOTTOM OF STONE ELEVATION SHALL DE 3" BELOW TOP OF SWALE 24 24' MINIMUM HOPE CED .ORKU&AT -Q�� - MEND PI T PIPE AROUND FLOW CONTROL STANDPIPE TO FUNCTION AS -- `--- - -- -- TRASH RACK. DRILL HOLES IN 5H RACK THE SAME 51ZE AS THE LOW FLOW ORIFICE OR DEPRESSED SWALE I11,15TALL 3/4" TO F GRUSHED STONE IN A 2'e DEPRESSION SMALLER WITH PATTERN AS GRADE AT AT THE ELDOW TO DKAGE THE OUTLET FIFE 50 THAT IT DIRECTED DY ENGINEER (SEE OUTLET 57AY5 VERTIGAL OR AS REGOW45NDED DY THE ENGINEER, DETAIL] NOTE, LOW FLOW ORIFICE SEPARATION TO DOT -TOM OF STONE SHALL DE AT LEAST 6` OR A$ DIRECTED DY THE ENGINEER. 5WALE OUTFLOW DEVICE 5 J• W o w LL W 4 OIRAN FLOW W y b M m:mloNl tY DFEP wuNlSRro(c1E 6Ec�b1 e[IMg PLAN VIEW ARM. SWAT£ r1H cioNE RFMP IN pRECr VIOR, Q, DU IF 1. TO cPNEADOI O�a'�T ITTVEEQue- AOA95EDGDNXTRNI 1' Ywww To aT�Tw�E, r sTnN iw ;oE dNmOWOxIDN�REUTMN iDN NNEAT CF lumnleUE PIPE TD — Re, T6 PIKE De AIDE AT ALL nYEs) I' YIPAFI UNDO ND. A PAMLL£L WIMPTfE EnSINc rA DRWND ONTIAIRS Yv APEA TD % o, 910N= cDNU SEmm AND ._GD PROFILE STORM SPREADER/OUTFALL DETAIL N'S UNDISTURBED SOIL BACKFILL WTH APPROVED EXCAVATED MATERIAL THOROUGHLY COMPACTED IN LIFTS 6 HE SIDES OF TRENCHES FT. OR MORE IN DQ'TH�"'�� IF COVE 5 LESS TiAN 4' R NTrRED BY PERSWNEL s L (� Ng BOARD,EWiICH115 SUITABLE ISR�PIE, HALL BE SHEETED OR PORED TO THE ANGLE ----- - FIORIy�BURIAL P H yE LCEg5��F1ONE OF OVER OVER THE CRONiJ APPROVED HOCK FREE (D' IS OUTSIDE BACKHLL 1HOR t8. DIAMETER 0- PIPE) IfjCHLY COMPACTED IN 6 LIFTS NO STONES LARCE THAN 1 1/2• DIAMETER) 3S'l TO 1-1 2" CRUSHED YYOOiir BEDD' 0 FOR THE CONTRACTOR SHALL AT ALL TIMES KEEP THE TRENCHES ~""��--- ENTRELY FREE OF WATER (1 + g• PE PIPE 0 UNTIWOOJtK IS FINISHED ALLADY 06o ANO REL FBACKHLLINO D +1' UNDISTURBED SOIL STORM 5EWER TRENCH TUTS \ �p / �� ( �L „„ a"k I GRAPHIC SCALE ! f p NB ` 1 Wse ( IN FEET ) 1 inch - 30 itL IMPORTANT STORM NOTES DIMING CONSTNUCROJ A. low flow oAnce of bettor - Very neurtanf flint }hers be of Icmt 6" of spem between fins buffer of sfem end ilwsrt of the orifim to prevent clogging: R Mlddleoriflee -VeIi le,ger Awn lwfbw arlfln fo elbwsome stormwoty foouni prbr—Nng tins up herhwrtal wince (rot all storm systems hove this device - depeMe on ef— moddbg) C. Top of standpipe shall be 6" bdm the top of syxun which shall be level elewtion shown an plan. RP should be cut to M^pM afty M,efallotMn of ewok to arum this raquiremerw is met. 0. The Plieurrf tisn of the suMida pipe M Ta fui se a truth red(!A fe Prevent debris frmm drilling the low flow arifiO} Thx is why the 6" of freeboard M m important -ass mte A move. The twin reek m fka shall in, mt ro krger }he tlw law flow orlfltt �e<Itlatl on the plan -sea tletell. The .,inns mn be cut a th a hde serar spade felt. Arty pmHe bwW should b< rermW wtth a file v whenever mechmbm mcfwy to emun hoW an emaerh fe leaven the chancre of clogging. E. the'"'ispillway isa Atom av its,i that Mete In flikMwlaly est fit wrecel of the MtWnien( tI ntN the.. '"'is eampktely full of wofv, it will avWrtep in that loeafion beef fit to tenhw a Hood stuxion (WuoIN ai Mlet IamNorO ALL STRUCTURES SHALL BE DESIGNED BY A SIRUCRURAL ENGINEER TO WTHSTAND AN H2O LOADING REQUIREMENT Z-... ALL BACKFILL � ALL PIPE OPENING SHALL HAVE A WATERTIGHT THOROUGHLY COMPACTEDFLEXIBLE PIPE SLEEVE OR CASKET. IN 8• LIFTS 4000 P.S.I. ��--UNDISTURBED SOIL K (u EXTENDBEODNG TO STONE BEODIN(I LIMITS OF EXCAVATION PRECAST GATC H DA51N Owner & Applicant SOUTH VILLAGE COMMUNITIES. LLL K40 RODIN UFFFEIi F.O. DOR 1266 SOUTH DURLDXSTON, VT 05407 THE CONTRACTOR SHALL NOTIFY •DIGSAFE• AT t-BBB-DIG-SASE PRIOR TO ANY EXCAVATION. EXAMPLE OF A 5WALE OUTFLOW DEVICE CONSTRUCTION SEQUENCING, FOR EROSION PREVENTION + SEDIMENT CONTROL THE ON -SITE COORDINATOR SHALL INSPECT THE 517E AND THE SEDIMENT CONTROL MEASURES A MINIMUM OF ONCE EVERY SEVEN DAYS. PRIOR TO PREDICTED STORM EVENTS AND WITHIN 24 HOURS FOLLOWING ANY PRECIPITATION WITH A VOLUME LARGE ENOUGH TO DISCHARGE RUN-OFF FROM THE SITE THE WEEKLY REPORT AND FK0510N CONTROL PLAN WILL DE KEPT ON-517E. CONSTRUCTION FOR SUDSEQUNT PHASES SHALL NOT COMMENCE UNTIL SUFFICIENT AREA HAS DEEN 5TADILIZED IN THE PREVIOU5 PHASE TO LIMIT DISTURBANCE TO LESS THAN 2 ACKE5 AT ANY ONE TIME. NO HOUSE GONSTKUCTION OR FURTHER PHASES MAY COMMENCE UNTIL THE PERMANANENT STORM SYSTEM 15 INSTALLED AND 57ADILIZEDIL �NDTE FOR GONSTRUGTION OGGURRIN6 BETWEEN OGTOBER IS AND APRIL IS REFER TO THE WINTER ERGS ON to RlIL. 6UIDFLINF_5 FOR ADDITIONAL ER0510N AND SEDIMENT CONTROL REQUIREMENTS.. PHA5E 1-5TORMWATER 5Y5TEM IPO7 t2) AND PRE5ERVE ROAD (.,TA. 10,00 - MARK LIMITS CE AREA TO DE D15TURDED. INSTALL GRNViI KUL i.IUV ING, ATflLOCATIONS Nn1N Inl wY - wmI-I lv ANiDTHI5T1P�Hi5ZDIS COMPLETED SC 2. INSTALL SILT FENCING AND INSTALL SILT FENLIN6 AND MAINTAIN SILT FENCE AND REMOVE STADILI ZED CONSTRUCTION 5TADILIZED CONSTRUCTION DEPOSITS OF SILT. REMOVE AND ENTRANCE ENTRANCE AT LOCATIONS REPLACE 5TONE AT ENTRANCE AS SHOWN ON PLAN. ORDERED DY THE ON-51TE COORDINATOR 3. GKUABUW AND TOPSOIL ANY STUMPS ARE DISPOSED OF AT AN APPROVED DISPOSAL SITE, A SILT 5TOCKPIL ING FENCE 6 TO DE INSTALLED AROUND THE BASE OF STOCKPILE. THE STOCKPILE 15 TO DE SEEDED AND MULCHED WITHIN 46 HOURS OF PLACEMENT. 4. CONSTRUCT THE 5TORMWATER SILT FENCE SHOULD ALREADY DE INSTALLED. EXCAVATE FOR SYSTEM IPOI 421 AND SWALE CONSTRUCTION INSTALL SYSTEM AS DE516NED, TOPSOIL. OUTFLOW DEVICE. 5EE0 AND MULCH AS SOON AS FINAL GRADE 15 E5-A15LI5HED. 5. GONSTKUCT PRESERVE ROAD SILT FEMCE SHOULD ALREADY DE INSTALLED, EXCAVATE FOR ROAD ISTA. KHOO - 16+841 CONSTRUCTION. INSTALL ROAD + UTILITIES A$ DESIGNED, TOPSOIL, SEED AMC) MULCH A5 SOON AS FINAL GRADE 15 ESTABLISHED. PHA5E 2-5TORMWATER 5Y5TEM (POI 11D, STORM ACCE55 ROAD5 AND PORTION OF NORTH JEFFERSON ROAD 15TA. 26«22 - 27+64) - 2.0 AGRE5 DISTURBED 1. MARK LIMITS OF AREA TO DE DISTURBED. INSTALL CONSTRUCTION I MAINTAIN UNTIL CONSTRUCTION WITHIN IS COMPLETED SHOWN ON PL N5ATIONS AND 5TADILZED. 2. INSTALLSILT FENCING AND INSTALL SILT FENCING AMID MAINTAIN SILT FENCE AND REMOVE STABILIZED CONSTRUCTION STABILIZED CONSTRUCTION DEPO51T5 OF SILT. REMOVE AND ENTRANCE ENTRANCE AT LOCATIONS REPLACE STONE AT ENTRANCE AS SHOWN ON PLAN. ORDERED DY THE ON -SITE COORDINATOR 3. GRU.®DING AND TOPSOIL ANY STUMPS ARE DISPOSED OF AT AN APPROVED DISPOSAL SITE A SILT 5TOCKPIL ING, FENCE IS TO DE INSTALLED AROUND THE BA5E OF STOCKPILE, THE STOCKPILE 15 TO BE SEEDED AND MULCHED WITHIN 45 HOURS OF PLACEMENT. 4. CONSTRUCT THE 57DAMWATEK SILT FENCE SHOULD ALREADY DE INSTALLED. EXCAVATE FOR SYSTEM IPOI 43 AND SWALE CONSTRUCTION, INSTALL SYSTEM AS DE5I01,ED. 70P501L, OUTFLOW DEVICE. SEED AND MUCH AS SOON A$ FINAL GRADE 15 ESTADLISHED. 5. CONSTRUCT NORTH SILT FENCE SHOULD ALREADY DE INSTALLED. EXCAVATE FOR ROAD JEFFERSON ROAD CONSTRUCTION, INSTALL ROAD 4 UTILITIES AS DESIGNED, TOPSOIL. [5TA. 26t22 - 27,541 SEED AMC) MULCH AS SOON AS FINAL GRADE 15 E5TA151-15HED. PHASE S- PORTIC5N5 OF 040G`T' . Fi -.f A ROAD (STA. ro22 .. 25-::3 ` E#; X, - LI-0) kW> P'RESERVE ROAD (STA. 'e,-33 - 1543,41 ,. „"s NGR,E5 OWNAMD _ DISTURBED. FENCING, AT LOCATIONS WITHIN PHASE 3 IS COMPLETED SHOWN ON PLANS. AMC) 51ADILIZED. 2. INSTALL SILT FENCING AMC) INSTALL SILT FENC.IN6 AND MAINTAIN SILT FENCE AND REMOVE 57ADILIZED CONSTRUCT ION 5TADILIZED CONSTRUCTION DEPOSITS OF SILT. REMOVE AND ENTRANCE ENTRANCE AT LOCATIONS SHOWN ON PLAN REPLACE STONE AT ENTRANCE AS ORDERED DY THE ON-51TE COORDINATO 3. GRU.BDING AND TOPSOIL ANY STUMPS ARE DISPOSED OF AT AN APPROVED DISPOSAL SITE. A SILT STOCKPILING, FENCE IS TO DE INSTALLED AROUND THE DASE OF STOCKPILE. THE STOCKPILE IS TO DE SEEDED AND MULCHED WITHIN 46 HOURS OF PLACEMENT. 4. CONSTRUCT NORTH SILT FENCE SHOULD ALREADY DE INSTALLED, EXCAVATE FOR ROAD JEFFERSON KOAD CONSTRUCTION. INSTALL ROAD 4 UTILITIES AS DESIGNED, TOPSOIL, BTA. 26-22 - 27+641 SEED AND MULCH AS SOON AS FINAL GRADE 15 E5TADLISHED. PHASE 4- PORTION OF NORT'-1 JEFFE950N ROAD (5TA. 12-10 - 17+30) AND CHURGHILL 5TREET 15TA. 10+00 - 17+64) - 1.96 AGRE5 D15TURDED MARK LIMITS OF AREA TO DE DISTURBED. IN57ALL GUNSTIKUU11- FENCING AT LOCATIONS N n1N v I- t. inwl n. Mn1S PHASE 4 IS COMPLETED SHOWN ON PLANS. AMC)AND TADILIZED. 2. INSTALL SILT PENCIN6 AMC) INSTALL SILT FENCING AND MAINTAIN SILT FENCE AND REMOVE 5TADILIZED CONSTRUCTION STABILIZED CONSTRUCTION DEPOSITS OF SILT. REMOVE AND ENTRANCE ENTRANCE AT LOCATIONS REPLACE STONE AT ENTRANCE AS SHOWN ON FLAK ORDERED DY THE ON-5'TE COORDINATOR 3. GRUDDING AND TOPSOIL ANY STUMPS ARE DISPOSED OF AT AN APPROVED DISPOSAL 517E A SILT STOCKPILING, FENCE 15 TO DE INSTALLED AROUND THE SASE OF 5TO,KPILE THE STOCKPILE 15 TO DE SEEDED AMC) MULCHED WITHIN 45 HOURS OF JEFFERSON ROAD CONSTRUCTION, INSTALL ROAD ♦ UTILITIES AS DESIGNED, TOPSOIL, 157A. 12-10 - TE+301 SEED AND MULCH AS SOON AS FINAL GRADE 15 E57ADLI5HED. 1 5. CONSTRUCT LFURGHILL SILT FENCE SHOULD ALREADY DE INSTALLED, EXCAVATE FOR ROAD STREET CONSTRUCTION, INSTALL ROAD 4 UTILITIES AS DESIGNED. TOPSOIL. ISTA, 0100 - 17+841 SEED AND MULCH AS SOON AS FINAL GRADE IS ESTAOLI5HED. PHA5E 5- POR,7'ION Or NORM'!- NEFFeF5()N ROAD ISTA. Z7,64 -- 3544111 L26 ALRP DI511)"wDED 1. MARK LIMITS OF AREA TO DE D15TURDED. INSTALL CONSTRUCTION FENCING AT LOCATIONS MAINTAIN -11 GUN51RUG1TUN WITHIN PHASE 5 IS COMPLETED SHOWN ON PLANS. AND 57ADILIZED. 2. INSTALLSILT FENCING AND INSTALL SILT FENLIN6 AND MAINTAIN SILT FENCE AND REMOVE 5TADILIZED CONSTRUCTION 5TADILIZED CONSTRUCTION DEPOSITS OF SILT. REMOVE AND ENTRANCE ENTRANCE AT LOCATIONS SHOWN ON PLAN. REPLACE STONE AT ENTRANCE AS ORDERED DY THE ON -SITE COOKOINATOF 3. GRUDDING, AND TOPSOIL ANY STUMPS ARE DISPOSED OF AT AN APPROVED DISPOSAL SITE, A SILT STOCPIL KING FENCE 15 TO DE INSTALLED AROUND THE DASE OF STOCKPILE. THE STOCKPILE 15 TO DE SEEDED AND MULCHED WITHIN 45 HOURS OF PLAGPJ.ENT. 4. CONSTRUCT NORTH SILT FENCE SHOULD ALREADY DE INSTALLED. EXCAVATE FOR ROAD JEFFERSON ROAD CONSTRUCTION. INSTALL ROAD + UTILITIES AS DESIGNED, TOPSOIL, DTA. 27+1!!14 - 35-491 SEED AND MULCH AS 50ON AS FINAL &RARE 15 EYAD1_I5HED. eu�c s, PP IA. A-TC PfPI CTA if 11 _ --Ill 0,50 Legend PROJECT ..Y PROPERTY LINE - - - - - - - - - SETS- -------- - -------- CONTOUR LINE ( U5.0.5. DATUM 1 ® PROPOSED FINISH GRADE COCFOA Q EXISTING IRON PIPE 0 EXISTING CONCRETE L40NLW NT IRON PIPE ITO DE SETT ■ CONCRETE MONUMENT ITO DE SET) `'IIa UTILITY POLE E EXISTING ELEGTRG/TV/TELEPHONE LIPS SEWER LINE �' STORM_INE E' WATERLINE EXI5TINGMPKOP S HYDRANT .a.,+,.=-a«r.•..,-..w.. SILT PENCE Soil Types --� C111-7-1 NESY,2-62SLOPESTON SILTY CLAY SEDIMENT COLLECTED IN 570RMWA'TEIt AREAS DURING, CONSTRUCTION SHALL ISE GLEANED OUT AFTER CONSTRUCTION 15 COMPLETE (AFTER INITIAL INFKA57RUC.7URE WORK AND AFTER ANY INDIVIDUAL BUILDING, CONSTRUCTIONI. RESTORE INLET + OUTLET OF EXISTING D' CULVERT FOR DARTLETT BROOK OFFSET PROJECT PRIOR TO ANY WORK WITHIN THE DARTLETT BROOK WATERSHED 57ADILIZATION 1. IN ANY PORTION OF THIS PROJECT CONTAINING GRA55 CHANNELS / DRY DETENTION DA51N5 OR WET EXTENDED DETENTION PONDS, THE STORM SYSTEM 15 TO DE CONSTRUCTED FIRST AND THUS IF ANT CONSTRUCTION OF ROADWAY, DRIVES OR HOUSES IS ADOUT TO COMMENCE. TIE STORMWATEK SYSTEM SHOULD DE FULLY CONSTRUCTED AMC) STABILIZED. 2 IF THE AREA 15 NOT FULLY VEGETATED. ADDITIONAL SEED AND MULCH, HYDRO5EED OR MATTING SHOULD DE INSTALLED PRIOR TO LOM4MENLEMENT OF ANY OTHER CONSTRUCTION AND THIS PLAN 15 PRIMARILY TO INCORPORATE ALL THESE AREAS ON ONE PLAN IN ORDER. FOR THE CONTRACTOR TO FOCUS ON THE STABILIZATION OF THAT SYSTEM AND MAKING SURE IT WORKS AS DESIGNED BEFORE WORKING ON ANYTHING ELSE. 3. WE ADVISE THAT PRIOR TO AND DURING CONSTRUCTION TO CONTACT THE ENGINEER AT (602 676-9990 TO ENSURE ALL ADVV MAIN 0DJECTIVE5 ARE UNDERSTOOD AND CAN DE MET. MAINTENANCE PLAN SY5TEN MAINTENANCE 15 IMPORTANT FOR TREATMENT AND CONTROL OF STORM RUNOFF FROM THE ':MPERVIONS SURFACES (ROAD, PARKING. AND WALKWA"1. THE FOLLOWING ELEMENTS FORM THE MINIMUM REO/IREMENT5, I THE OWNER OR K"It"ENTATIVEI SHALL PERFORM INSPECTIONS ANNUALLY AND FOLLOWING SIGNIFICANT ILAR" STORM EVENTS. THE FOLLOWING, ITEMS 5HALL DE REVIEWED. CONDITION OF THE VEGETATION, CONDITION OF THE DITCH SURFACES. DEPTH OF ACCUMULATED SEDIMENT IIF MY, THE PRESENCE OF EROSION IIF ANYL CONDITION OF THE STORM FIRES. AND THE COPDITION OF THE PIPE INLETS AND OUTLETS. ANY 0D5ERVADLE DEGRADATION OF THE STORM SYSTEM SHALL DE NOTED. 2 THE OWNER IOR REPRESENTATIVE) SHALL COMPLETE REPAIR OF ANY ITEMS, AS REQUIRED TO MAINTAIN OPTIMAL SYSTEM OPERATION. AT A MINIMUM. 'HE FOLLOWING ITEMS 5HA-L M INCLUDED, A ANY EROSION &ULIES 6 INCHES OR DEEPER SHALL DE FILLED AND VEGETATION ESTABLISHED IN THE DISTURBED AREA D- SEDIMENT ACCUMULATED TO A DEPTH OF MORE THAN 6 INLHE5 IN THE ROAD DITCHES 5HALL DE REMOVED AND DISPOSED OF IN AN UPLAND AREA THAT 15 NOT WITHIN DO FEET OF WATERS OF THE STATE VEGETATION SHALL DE E5TADLI5HED IN ALL DISTURBED AREAS. C. VEGETATION SHAD- DE ESTABLISHED AS NEEDED. IN AREAS OF DARE SOIL THIS 15 PARTICULARLY IMPORTANT IN FLOW AREAS WHERE VEGETATION PROVIDES SEDIMENT REMOVAL, D. SILT FENCES SHALL DE USED IF NEEDED TO PREVENT EROSION AND AID IN THE E5TA15L15HMINf OF VEGETATION. THESE TEMPORARY MEASURES SHALL DE REMOVED AFTER THE SITE IS 5TADILIZED AND THE RISK OF EK051M 15 REDUCED. E. THE GRASSED AREAS SHALL BE MOWED AS NEEDED TO PREVENT THE ESTABLISHMENT OF WOODY VEGETATION CONSTRUCTION OF DRIVEWAY + INDIVIDUAL HOMES - LIMIT TO MAX 2 ACRES DISTURBED AT ANY ONE TIME I. MARK LIMITS OF AREA TO DE D15TURDED, INSTALL LONSTRUGTION FENCING AT LOCATIONS I MAINTAIN UNTIL CONSTRUCTION WITHIN PHASE 6 15 COWLETED SHOWN ON PLANS, AND 5TADILIZED. 2. INSTALL SILT FENCING AND INSTALL 51LT FENCING AND MAINTAIN SILT FENCE AND REMOVE STAD IL IZED CONSTRUCTION 5TADILIZED CONSTRUCTION DEP051T5 OF SILT. REMOVE AND ENTRANCE ENTRANCE AT LOCATIONS REPLACE STONE AT ENTRANCE AS SHOWN ON FLAK ORDERED DY THE ON -SITE COORDINATOR. MAJOR CONSTRUCTION ITEM 3. 6RUDDING AMC) TOPSOIL AY STUW5 ARE D15POSED ON' AT AN APPROVED DISPOSAL SITE. A SILT MARK LIMITS OF AREA TO DE DISTURBED. INSTALL CONSTRUCTION FENCING AT LOCATIONS SHOWN ON PLANS. MAINTAIN UNTIL CONSTRUCTION WITHIN PHASE 0 19 COMPLETED AMC) 5TADILIZED. STOCKPILING FENCE IS TO 6E INSTALLED AROUND THE DA5E OF STOCKPILE. THE STOCKPILE 15 TO DE SEEDED AND MULCHED WITHIN 46 HOUR5 OF I PLACEMENT. 2. INSTALL SILT FENCING AMC) 5TADILIZED CON5TRUCTION ENTRANCE INSTALL SILT FENLIN6 AND 5TADILIZED CONSTRUCTION ENTRANCE AT LOCATIONS MAINTAIN SILT FENCE AND REMOVE DEPOSITS OF SILT. REMOVE AND REPLACE STONE AT ENTRANCE AS -" ?("" FINISH WORK CONSTRUCTION ITFIA SHOWN ON PLAN. ORDERED DY -HE ON-51TE COORDINATOR. ]. GRUBBING AND TOPSOIL 570WIL ING ANY STULIPS ARE DISPOSED OF AT AN APPROVED DISPOSAL SITE. A SILT FENCE I5 TO DE INSTALLED AROUND THE DA5E OF STOCKPILE. THE STOCKPILE IS TO DE SEEDED AND MULCHED WITHIN 46 HOURS OF I. ROAD SHOULD DE COMPLETED CHECK ROADSIDE SWALE5 AND CULVERTS INSTALL STONE CF£GK DAMS IF THERE ARE ANT EROSION ISSUES. MAINTAIN UNTIL CONSTRUCTION I$ COMPLETED AND MONITOR VEGETATION, STONE CHECK DAMS MAY NEED TO STAY. PLACEMENT. 2. TAKE DOWN SILT FENCING AND gTAD IL ZED CONSTRUCTION ENTRANCE ONCE COMPLETED OVER5EED 5PAR5U.ET GROWING GRA55 AREAS. APPLY MULCH WHERE NEEDED. CHECK FOR RIVLETS IN STEEPER TERRAIN. CHECK STORM STSTEMS TO HAKE SURE NO DEBRIS IN OUTFLOW DEVICES AND THEY ARE IN GOOD WORKING OKDER. 4, CONSTRUCT PRIVATE DRIVE ISTA. 10-00 - 14*OB.I31 SILT FENCE SHIOULD ALREADY DE INSTALLED. EXCAVATE fOR DRIVE CONSTRUCTION, INSTALL ROAD + UTIL ITIE7 AS PESIGNEO. TOPSOIL. SEED AND MULCH AS SOON A5 FINAL &RAM 15 E5TADL15FfD. f TYP. STONE 3 P A -I T- ISEE DETDA�IL SHT E21 art, aN .�/'.;40 I,4% ACRES DISTURBED r 1 $N 7' �/' ST�RMWATER tl OET"TION AREA, (POI *2, 5EE PLAN 5HT. 921 i \ C \ 1 l i PROVIDE SILT FENCE PRIOR TO START OP-�..,I CONSTRUCT ION / - ( SEE DETAIL.AIL. 5HT. E21 bN l ; I L #N e Notes: U ALL WATER SYSTEM WORK SHALL 6E N AGOORDANGE WITH LHNIFLA IN WATER DIYFRIGT 'SPE6I1ILAT- CCTAIL5 FOR THE INSTALLATION OF WATER LINES + A1N/RTE5IANCES" AND THE WRMONi WATER SURLY RULE 21 ALL SEWER 5Y5TEM WORK SHALL DE IN ALGORDANCC WITH THE STATE OF VE.RMONT EPRS AND THE CITY OF 50UM DURLINSTON PUBLIC WORKS 5PEGI1IGATIOND. 31 PLANS NOT TO DE VSED FOR PROPERTY GONV6YANGE. REFER TO "A" ENTITLED 'PHA5E 2 OVERALL PLAY' AND PHASE 2 LOTTING, PLAY SOUTH VILLA6C CIDWINITIES. LLC. DATED P13VO PREPARED EY CIVIL ®WINEERN6 A950LIATES. ING. 4J REFER TO PLAN 4 PROFILES ISHEET5 3-6) FOR IT -Al. ELEVATIONS. W REFER TO PLAN SHEET 0 FOR EROSION + SEDIMENT CONTROL DETAILS + SPEGFICATIOND 63 REFER TO RAN SHEETS 51 + $2 STORMNATER MANA6EMQIT RAN. DETAILS + 5MCIFIGATION5 FOR ADDITIONAL STORMWATER INFORMATION THE CONTRACTOR SHALL NOTIFY 'CIGEAfI' AT t-666-OTC-SAFE PRIOR TO ANY EXCAVATWN. IN Pfy`L .. _r.AW4 girt 4¢ -FENCE PRIOR TO START OF CONSTRUCTION ITYP., 5EE OETAIL, 5HT. E21 SEDIMENT COLLECTED IN STORMWATER AREAS OUR ING CONSTRUCTION SHALL DE ,LEANED OUT AFTER CONSTRUCTION IS COMPLETE (AFTER INITIAL INFRASTRUCTURE WORK APO AFTER ANY INDIVIDUAL BUILDING, CONSTRUCTION. I 5TOKMWATEK DETENTION AREA POI 41. SEE PLAN 5HT. 51) GRAPHIC SCALE 1W p 100 apo qap IN FEET ) t '.. = 100 Nt. ER05ION CONTROL 5PEC I F I GAT I ON5, L ADDITIONAL EROSION CONTROL SHALL OE INSTALLED AS CEDED C TY IN5°EGTOR NECESSARY DY THE a SEE OTHER OICAWINGS OF THESE PLANS FOR ADDITIONAL STORMWATER AND EROSION CONTROL SPECIFICATIONS AND DETAILS. a THE ROADWAY AID YARD FINISH GRADE SLOPES SHALL No- DE STEEPER THAN 7 ON t E FINISIED GRADE SLOPES SHALL DE IMMEDIATELY ORAIDED AND MULCHED. 4. SHOULD ANY DISTLRDED AREA REMAIN LNWOKKED FOR MORE THAN 7 DAYS THEN THE AREA 5HALL DE MU.CIED OR TEMPORARILY SEEDED WITH ANNUAL RYE TOPSOIL SHALL DE PLACED, DE SEEDED AND MULCHED WITHIN TWO 121 DAYS AFTER ACHIEVING FINAL GRADE S. ALL SEDIMENT REMOVED FROM "DIMENT CONTROL PRACTICES A$ A FART OF MAINTENANCE SHALL DE DISFOSED OP IN AN AREA THAT 15, Al LESS THAN 5E SLOPES: DI AT LEAST DO FT FROM ANY DOWN51-OPE WATER DORY OR CONVEYANCE TO A WATER BODY (INCLUDING STORM DRAIN INLET OR DITCH, GI VEGETATED, neRMANDIT STABILIZATION OF SEDIMENT SHALL Be IMMEDIATELY IMPLENNTED FOLLOWING DISPOSAL, 6 FOR ANY AREA TO DE STABILIZED FOR WINTER VEGETATIVE COVER SEEDING MUST DE COMPLETED NO LATER THAN 5IPTISID" DTH, 7. ANY AREA TO DE STABILIZED FOR WINTER THAT 00E5 NOT HAVE IlSTABLI51-ED VEGETATION DY OCTOBER DTH MUST De STADILIZED DY ANGHORED MULCH AT THE WINTER APPLICATION RATE OR OTHER APPROVED 5TADIL RATION MEASURES 46. ROLLED EROSION CONTROL. PRO DORMANT SEEDING PEG. W,TH WINTER RYE) 15 ReC4MNENDFD' A. DISTURBED AREAS &ORDERING AND DRAINING TO ROADS MUST HAVE AN APPROPRIATE SEDANENT BARRIER SPANN IN6 THE EDGE OF DISTUIRDANGE TO PREVENT WASHING OF SEDIMENT ONTO ROADWAYS OR INTO ROAD DITCHES. 9 THE EROSION CONTROL METHODS USED DURING CONSTRUCTION OF THE DEVELOPMENT SHALL PROCEED IN THE FOLLOWING SEQUENCE. N THE GQVTRACTOR SWILL INSTALL AND MAINTAIN STONE CHECK DAMS. SILT FENCES. AND OTHER EROSION CONTROL MEASURES, If REOLIIRED, AS ORDERED BY THE ENGINEER. THE EROSION CONTROL "ASLARES SHALL DE MAINTAINED AND REPAIRED AFTER EVER' RAINFALL UNTIL THE NEW It.PICOVEMENTS ARE PAVED AND ALL DISTURBED AREAS HAVE DEEM GRASSED. THE REPAIR W THE EX051ON CONTROL MEASURES WILL INCLUDE REMOVING ANY SEDIMENTATION. 7HE SEDIMENT MAY DE PLACED AS FILL IN THE LOW AREAS IF APPROVED DY THE ENGINEER. -HE USE OF HAY DALES B NOT ALLOWED. DI THE TOPSOIL SHALL BE REMOVED FROM THE AREAS TO DE GRADED AND STOGKFIIFD, STAKED HAY DALES OR A SILT FENCE SHALL DE Of THE FILE PLACED CONTINUOUSLY AROUND THE DOTTOM CI IN AREAS NEAR THE NEW CONSTRUCTION THE CONTRACTOR SHALL ENCLO5E TK TRUNCS 0► TRIBES TO DE SAVED WITH WOODEN SNOW PENE.:N& ALONG THE DRIFLINIE TO PROTECT THE FROM INJUKY. a THE SITE GRADING WILL THEN INE DONNE, AND THE PIPELINES WILL Be INSTALLED IMMEDIATELY FOLLOWING &RACING. THE COMTRACGTOK WILL INSTALL AND MAINTAIN HAY DALE INLET PROTECTION AROUND THE CATCH BASINS UNTIL THE ROADWAY HAS BEEN PAVED AND &MASS FAS BEEN ESTABLISHED ON THE SLOPES. E THE CONTRACTOR WILL TOPSOIL, SEED, AND MU.GH THE DISTURBED AREAS WITHIN 5 DAYS OF ACHIEVING FINAL GRADE. FI OPEN GUT ARCS SHALL Be MU.CHE0 OL1T5'DE OF ACTUAL WORK AREAS AND HAY DALES SHALL BE EMPLOYED TO CONFINE SHEET WASH AND RUNOFF TO THE RMEOIATE OPEN AREA AS ORDERED DY TK EN6INEER. ER05ION AND SEDIMENT CONTROL 5EQUENCING WINTER 5TADILIZATION WORK TO DE COMPLETED PRIOR TO OGTODER 151 L CONSTRUCTION FENCING TO DE INSTALLED TO MINIMIZE THE AREA TO DE D15TURDED. 2. SILT FENCING TO DE INSTALLED AT DOWN -GRADIENT LOCATIONS TO PREVENT ANY SILT FROM EXITING SITE. 3. INSTALL STONE ACCESS ONTO SITE. 4. STONE CHECK DAM(S) TO DE INSTALLED IN 5WALE5 (AS NECESSARY). 5. EXCAVATE FOR FOUNDATION. STOCKPILE FILL AND/OR TOPSOIL AND SURROUND WITH 51LT FENCING. WITHIN 24 HOURS PROVIDE MULCH OR ER05ION CONTROL MATTING OVER STOCKPILES. 6. INSTALL HOUSE SERVICES AND DAGKFILL ALL EXGAVATION5. PROVIDE STADILIZED WORK AREA AROUND HOUSE. 7. EK05ION CONTROL MATTING TO DE UTILIZED IN DRAINAGE 5WALE5 AND ALL D15TUKDED AREAS ON SITE. 6, EROSION CONTROL MEASURES TO DE INSPECTED AND MAINTAINED DURING THE CONSTRUCTION PERIOD. 4. AS EARLY AS P055IDLE IN THE 5PRING, THE FINISH SITE GRADING, TOPSOILING AND SEEDING WILL DE COMPLETED. THE EROSION CONTROL MEASURES ARE TO DE MAINTAINED UNTIL GRASS 15 ESTABLISHED. SNOW MANAC-7EMENT PLAN FOLLOWING THE ACCUMULATION OF ANY SNOW FALL EVENT WHICH GENERATES MORE THAT 1" OF SNOW OR ICE THE SITE SHALL DE CLEARED AND ALL SNOW AND ICE STORED IN THE IDENTIFIED SNOW STORAGE AREAS ON THE EPSC GON5TRUGTION PLANS. ALL SNOW STORAGE AREAS SHALL DE DOWN GRADIENT OF ANY D15TURDED AREAS AND THE STORAGE OF SNOW IN STORMWATER TREATMENT 5TRUCTURES 15 PROH ID I TED. WINTER CON5TRUCT ION REQU IKEMENT5 L ALL WORK SHALL DE IN ACCORDANCE WITH THE VERMONT STANDARDS N 5FEC.IFICATIONS FOR EROSION PREVENTION AND SEDIMENT CONTROL 120061 2, PROVIDE ELAR&ED ACCESS POINTS. STADILIZED TO PROVIDE FOR SNOW STOCKPILING. 7. A MINIMUM 25 FT DUFFER SHALL DE MAINTAINED FROM PERIMETER CONTROLS SUCH AS SILT FENCE. 4. DRAINAGE STRUCTURES ANUS- DE KEPT OPEN AND FREE OF SNOW AND ICE DAMS. 5, SILT FENCE AND OTHER PRACTICES REWIRING, EARTH DISTURBANCE MKT DE INSTALLED AHEAD OF FROM GROUND, 6. MLCH USED FOR TEMPORARY 5TABILIZATION MKT BE ARL'ED AT DOUDIp THE STANDARD RATE. OR A MINIMUM OF 7 INCHES WITH AN BO-5PT COVEK T. TO ENSURE COVER OF DISTLR&ED SOIL IN ADVANCE OF A MELT EVENT, AREAS OF DISTURDED SOIL MUST DE STABILIZED AT THE END OF EACH WORK DAY. WITH THE FOLLOWING EXCEF7ION5, IF NO PMCFITATION WITHIN 24 HOURS B FORECAST AND WORK Ill RESUME IN THE SANE 015TLRDW AREA WITHIN 24 HOURS, DAILY STABILIZATION IS NOT NECESSARY. 015TUROM AREAS THAT COLLECT AND RETAIN RUNOFF, SUCH AS HOUSE FOUNDATIONS OR OPEN (UTILITY TREMHE-5. G. PRIOR TO STADLIZATION. SNOW OR ICE MUST BE REMOVED TO LESS THAN 1 INCH THICKNESS, 9. USE 5TONE TO STABILIZE AKEA5 SUCH Al, THIS PERIMETER OF DUILDIN&S UNDER CONSTRUCTION OR WHERE CONSTRUCTION VEHICLE TRAFFIC IS ANTICIPATED. STONE PATHS SHOULD DE 0-20 FEET WOE TO AGGOMIODATE VEHICULAR TRAFFIC. IOU IN AA5 OF D15TURDANfE THAT DRAIN TO A WATER DORY WITHIN KID EE FT. TWO ROWS OF SRE ILT FENCE MKT BE INSTALLED ALONG THE CONTOUR WINTER IN5PEGTION 5GHEDULE AF'� A THAW OR A It bENERATINb RUNOFF FROM SITE INSPECT SILT FENCING WITH 5KI TAPE X INSPECT AREAS TEMPORARILY MULCHED X INSPECT TEMPORARY STOCKPILES X INSPECT 5TABILIZED CONSTRUCTION ENTRANCES X INSPECT AREAS THAT HAVE DEEN TOPSOIL ED 4 MULCHED X INSPECT 5TORMWATER SWALES, SPREADERS. OUTFLOW DEVICES X Notes: I NORTH AMERICAN GREEN EROSION CONTROL. N.duaM 14eNB xloxwar /1 NERIH EV fOD- KXE 712-2pW wneorom.emm SLOPE INSTALLATION APLICACIONES PARA TALUDES I. PREPARE SOIL BEFORE INSTAWNG BLANKETS. INCLUgNG AIY NECESSARY APpLIG170N OF LME. FERTILIZER. AND SEED. NOTE: WHEN USING CELL-0-SEED DO NOT SEED PREPARED MIA. CELL-O-SEED MUST BE INSTALLED WITH PAPER S1DE DOWN. L BEEN AT THE TOP 11THEWITSLOPE NT ANCHORING THE BLANKET IN A B- (15 CM) DEEP % B- (15 CM0 WIPE TRENCH "A APROMI A R 1Y (JOcm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE B:NIKE3 AND A ROW OF STARES/STARES APPROKIWTEIY 12- (JO CM) AM N THE BOTTOM OF THE TRENCH. BACKFlLL AND OONPACT THE TRENCH AFTER STALING. APPIY 9EED TO COMPAC/F.D 501� MD FOLD REMAINING 12- (JO CM) PORTION OF BLANRET BACK OVER S® AND COMPACTED SOIL SEDUCE BVNNEi OVER GOMPACIFD SOIL WRH A ROW OF STALES/STM6 SPACED APPROXIMATELY 12' (xl CM) APART ACROSS THE WIDTH OF THE BLANKET. a ROLL THE BLANIQTS (A) DOWN OR (B.1 NORQOMALLY ACROSS TE{E SLOPE. BEANRDS WILL UNROLL WRH MPRORN-E SIDE AGAINST THE SOIL ACE. ALL ETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PIACI;lO STAPLi4/STMES SHOULD BCE P�VCED THRROOUGHS EACH OF THE COLORED ZITCORRESPONDINC TO THE APPROPRATESAPLE PATTERN. 4. THE EDGES OF FAN L BLANKETS MUST BE STAPLED WTI APPROMIMAWLY 2• - E- (S W - 12.5 CM) OVERLAP DEPENDWC ON BLANKET TYPE p{ N 3. CQNAES LI) OVERLETS P. SfRAPLE THROIIOHED DOWN M WERSLOPE LWPFD AREA, APPROXIMATELY 2- (JO�CMI) GA EACRO99 HAN EMIR APPROXIMATE BLAH'NETS DTH. Vol •IN LOOSE SOIL RE THE O THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN F (15 CM) MAY BE NECESSAM TO PROPERLY SECURE THE BWNNE'T4. EN-R� 77,54"�fi M IfeLW�°LC Li�o�1C MID PAdiAD . a S F aTN ID NN P!nG'01°C/KLW,: -11 NO atID. unaR.a . , r (iux"�T°� : RrN('1 nEM>1'IA"9E IPTOI N,x rrrmlw�rnsa��iM m IKWMar IvaaL�Imm°Fw.'ri`.xiFM°ixoaeXt��iFJnpc��awli�e®rm oar.cnnwiloiM°.woew�xmr , I:< fn ) FurrnxT"m` e� °Fxse'�mw stl1em µe°w°IXeT. - x,Aw.n/eTAiOiln sw414c"m":Frlexwmr ,r (a aE a au awru M.VNKEi N NMCTWx a wTQ Ha N aprTau m GaNnn. uwau Nnx Arw%RATE sec rdAOr TIR aL BNTAvc xc'M'mlauaTa smol•'�:',p°1a1.,/10sTumLls W�°aulnTaz a m „Nwu, nOF iw,IEucouPn ao°�°s'pNN01"ta le ,° :DN o .`("X'lo olio �QA'IeL TO �x,rtq rm, A . _ r oa ax -Ix aLD oA,LIAP. sae , aa. r xoW ff s<API,� xTA®ra.a +• na °w a FALLEN % a T(le wl°:n° ixp k Iw iw ac Iacl' Bipaw'VM�ArmL"mrulw�" OF aMSU;s/srNAp ,rwgnwT¢.r ,z (a op .wort n A r pa al e. AnamNT RNDER MUDT E wQAArm WamNWrt_Y Y - IF (5q -taA .10 (NPOONC aN NAVMC Tmq Aw rkwlm. Fl°i (,o al wloxi (,a aH °.Pa° R aen m°�il orairc1°_01 N x - I: w IxTwwa uM A o°wLE Nr a nwuA e,Oalu AxN TCMMrcr nR TAOCN A.,el sWLvc 0° sTrvl� wslm,Mrty la' (a n) wAN N A a• (Is a) oKLP K r Ne W • M DUCE RNL ONDI:ORL TIE WE OF RkPIE m SOUL LtRN1W aAEATG llwll e• (ta cW uKr N x.DRiMY 10 PAmdY NRxbn TIE BUNNEN. e nOlFs roam WucNa RwuLa M Oman A oWmmAxE N F xm%.n�wi.N.z10 PRD1 IXIICtS��°Y�E IC TxT pF thMLL �I,Zr, e NORTH AWRIC.AN GREIM 5T3 MATERIAL C X4TlNT MATERIAL SPECIFICATIONS strove IDDR (.50 S./.qyd) (.0 IO/m2) NWllnp One .Me mly, phabd.yradabl. IGM a "Wha blmket Mall be a mxhNs-preouaW mat of INlaht aamoe Iy 1A4 1M/10E0 NI. R. IOD1R aRHOANmI straw. ShW1 be usM m ebpn getter flan J:1 Throw Cotton The blankA shall M ar a..,Wt.t thkkn wK, the Nraw PHYSICAL SPECIFICATIONS (ROLLI _11 dIMHb.tsd - the enOr. as. of th. L Th. WMth B.S fMl (Dn) blWmkA e1,01 bs aawrod m the top olds with p.lypropNena SJ.3 NIt ) n.H., h.'O m oppmxlmatw 1/2' M 1/2• moh and b. Own BD (23.m topathar with aattm thread. "I JD Ube +/- 10% (Sae kB) Am ED R Ida (SOm2) Straw a Id antral bbnkat shall ba S75 as mOmuPoaa,rod by 1-flad ae per manulotFurn'e /gelflaatlam. Narth A W1l Onen, Ins (812-007-4E12) or saulwlent. Erosion Control blmMat shall how tM f"-),B propertbs, ER05ION CONTROL MATTING U ALL WATER lMTOM WORK SIYLL DE IN AGCORDVILE JJ PLAN! NOT TO DE USED FOR PR""" K'.RNNEYAMCE W REFER TO PLAN SHEET E] POR EIROSIpI ♦ !®'AWNT WITH C*WM N WATER DISTRICT 51PECIFXAT' a I O PLAN! -FFUD TEASE 2 OVERALL MY C/XITROL, OCTAL! • S-FICATION! DETAILS FOR THE 06TALATIM OF WATER LINES + AND THESE 2 LOTTING R.kY SOUTH VILLAGE APPLRTCN4MGE5• COMMUNITIES- LLD, PAYED D/JVO PREMED BY CIVIL 01 REFER TO PLAN !HEFTS 51 a 12 ITORMWATER 21 ALL SEWER, $YSYEM WORK SHALL M IN ACCMOAMP RNGIKERIN6 ASSOGIATR% INC. MANAGEMENT PLAN, DETAILS a SACCFIGATIONS FOR WITH TK STATE GF VERINONIT EPRy AO TIE CT OF 4J REFER TO PLAN N PROFILE! GHEET, 3-M FOR ADDITIONAL STORNWATER INFORMATION SOUTH DLRLINGTON PIJDLK WORKS lPECIFICATIONG 5TCO ATEK ELEVATIONS, N'S III III III � ETHERS OF FNUO MD MIFOZONEL TOP VRE SECTION 70IINT SST FENCE SNAIL BE IN PEOIED AFRA EVERY STORY Y SFM ARID -NIP RENCWD AND ANY DAN— SLCTDNS STALL R WPAIRED/NPIACEE. SILT FENCE DETAIL NT5 D D p __ p 0 / D O s�STOCKPILE TO DE COVERED I WITH HAY "LG. J ( WHEN NOT IN USE \ O FRO / LIMN' O AT I � I NA GRA• ❑- 0- D- 0- 0 0 \ STOCKPILE TO DE ENCLOSED WITH SILT FENCING TEMPORARY FILL MATERIAL 5TOGKPILE N IS 10' MIN f EXISTING GROUND FABRIC UNDER STONE \� oo_ u� O D y NEW D A`I p ROAD F 1-1 /2• TO 2• o � CIA. STONE SO' MIN +•j PLAN NOTES: 1. THE ENTRANCE SHALL BE MAIN -AIMED IN A CONDITION WICH WILL PREVENT A-INO Q SEDIMENT QNTD PUBLIC RIGHTS -OF -WAY. IS MAY REQUIRE PERIODIC TOP ORFSSNO WN ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANWT OF MY MF.ASMES USED T, TRAP SmMETN, ALL SEOWEM TRACKED. SPILLED. OR WASHED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE RENOVED IMMEDIATELY BY THE COITRACmR, Z THE USE OF CA -CUM CHLORIDE OR WATER MAY BE NECCESSARY TO CONTROL DUST DURING MY PEDIOGS I PROMOE APPRNpMAT: TRANSEW BETWEEN CONSTRICTION "ONCE AND THE EXISTING ROAD- 5TAN L I ZED GON5TRUGT ION ENTRANGE NT5 ,:P o aaxo r •� �_ EEWdfE OF EVEN. Mawr w.acMs TOPWI- afIDL MULAD WIR MKWOVG m H.N 1 IOAQ -N..1xaTe ....aroR sLmEs a , m a m aREATII SLOPE RESTORATION TUTS I D O I-Ul' TO 2' 7 I OP50 L STOCKPILE FILL OR TOPSOIL STOCKPILE5 SHALL DE 5URROUNJED OT A SILT PENCE AND COVERED BY ER05ION CONTROL MATTING AT DM END OF EACH CONSTRUCTION IFROVIDE STOVE CHECK DAM IN &RA5S SWPE% MAIWAN Ul GRASS 15 ESTABLISHED IN SPRING AID THEN REMOVE r�( UTILISE EROSION CONTROL MATTING IN SWALCS I PROVIDE INLET PROTECTION FOR ANY STORM STRUCTURES, INDIVIDUAL LOT EK05ION AND SEDIMENT CONTROL ( FOR SUMMER GON5TRU(-T ION ) TO N IS FILL OR TOPSOIL STOCKPILES - 5HALL DE SURROUNDED BY A SILT FENCE AND COVERED EST EROSION CONTROL MATTING AT THE END OF EACH GONSTRUGTION DAY PROVIDE STONE CHECK DAM IN GRA55 5WALE5. MAINTAIN UNTIL GRASS 15 ESTADLI5H ED IN SPRING PROVIDE SILT FENCE ALONG AND THEN REMOVE 1 UTILIZE FK0510N CONTROL LIMITS OF D 5'UR DED AREA MATTING IN SWAL.ES 1 I DOWN -GRADIENT EDGES I MAINTAIN CONDITION UNTIL PROVIDE INLET PROTEGTION GRASS 15 ESTABLISHED I FOR ANY STORM STRUCTURES DURING, WINTER DETWEEN OGTODER DTH AND CONSTRUCTION A MAY DT ANY DRE ISTURDED AA5 5TADILIZED WORK AREA SHALL DE COVERED WITH EROSION SHALL DE RCOV ICED AROUND THE INOUSE I DLASTED LEDGE CONTROL MATTING AT THE END OF EACH GON5TRUGTION DAY CRUSHED ST - ONE MIN. D' WIDE 1 I INDIVIDUAL HOUSE SERVICES TO PROVIDE AGClSS DR''VE DE IMMEDIATELY DACKFILLBED FOLLOWING GOMPLET ION OF I DLASTED LEDGE OR 1-V3• TO 2' OR USHED STONE p ___- INSTALLATION N ROADWAY INDIVIDUAL LOT ER05 I ON AND 5ED I MENT CONTROL ( FOR WINTER CFON5TRUCT ION ) NTS Mom. L STONE FILTERS SHALL DE INSTALLED AT O 7' THE SHOWN ON THE SITE PLAN ITCH SHALL S DITCH SHALL DE SEEDED H IMF I2.S GRA55-LINED( PRIOR TO INSTALLATION OF TION OF THE STONE FILTER O �• a THE CONTRACTOR IS RE5PONSIDLE FOR PREVENTING CLOGGING/51LTATION OF THE Q STONE FILTER DUKINKs AND IMMEDIATELY AFTER CON5TRUCTIONL UNTIL THE PROJECTS PERMANENT EROSION CONTROLS ARE IN PLACE IVE&ETATION E5TADLI540. ETC.) AND THE PROJECT HAS DEEN ACCEPTED BY THE OWNER IF NECESSARY, STOPS SHALL DE A VIEW FINISH GRADE OF SEE GLEAMED OR REPLACED. SEPARATE DITCH DETAIL 5ECT I ON A - A i'_! ,IRLIN2P, �.�� `FF. r�i•. INLET PROTECTION DETAIL D •r � ram; ff 1ICR1� TA\;� THE CONTRACTOR SI NOTIFY 'DIGSAFE- AT ,�5 1-888-DEC-SAE PRIOR TO ANY E%CAVATION. AL/I NIILS 9• GLEAN 4" TO W-l' DIAMETER STONE IANGILAR OR ROLRDI CROM XCTNDN VIEW STONE CHECK DAM DETAIL NITS 7" - Plat & Plan References - This sheet is based upon the following plats or plans: A. "DOWNING - CALKINS REVOCABLE TRUST - PLAT OF SURVEY", dated March 23, 2005, by Civil Engineering Associates, Inc. B. "PLAT OF BOUNDARY SURVEY - PROPERTY OF THE ESTATE OF ILA M ISHAM", prepared by Civil Engineering Associates, Inc., last revised June 30, 1999. C. "BOUNDARY SURVEY- MBL ASSOCIATES", prepared by Krebs & Lansing Consulting Engineers, dated January 6, 1994. D. "SUBDIVISION MAP - VALLEE FARM - WEST PROPERTY", prepared by Brooks Land Surveying, Inc., last revised May 10, 1997. E. "VERMONT ELECTRIC POWER COMPANY INC. - QUEEN CITY TAP", prepared by Moore Survey & Mapping Corp., last revised January 26, 1978. F. "DORSET FARMS - PERIMETER PROPERTY PLAT", prepared by Lamoureux Stone & O'Leary Consulting Engineers, dated August 29, 1997. G. "PORTION OF THE PROPERTIES OF LUCIEN A. & JANE DEMERS & RICHARD K & DAWN V. DERRIDINGER", prepared by F.H. Reed, dated March, 1981. H. "PROPERTY SURVEY FOR WILLIAM & GAIL FANG", prepared by Palmer Company Ltd, dated October 22, 1980. I. "SUBDIVISION FOR JAMES & DOLORES SCANLON - DORSET STREET", prepared by Trudell Consulting Engineers, Inc. dated August 4, 1980. J. "A PARCEL OF LAND CONVEYED FROM WILLIAM & GAIL LANG TO NORMAN A. RAMSEY", prepared by Fred C. Koerner, dated Dec. 1982. LS SEE SHEET P2 (of 3) for LOTTING E SHEET P3 (of 3) for EASEMENTS -Legend- EXISTING PROPERTY LINE - - OTHER APPROXIMATE PROPERTY LINE O rmeu. u 1 nlf L. & C. Long h VIOL 411 Pg. 307 I £ I I hl I ti I O.23± Acre of Lot48 s r (Open Space) S82.1 j 1 N - - ,,. 1 _ _. -T 9339,y r 3.52±Acres ofLot48 (Open Space) T-A M„w<Are"\� col �l1 I CMF 11 BROKEN I 1.25" IPf I BENT �l R=1 48704 CHORD S10*13'32"W 744.62' Agricultural Lease Lot 63 12.67±Acres (Open Space) PHASE I 0.87± LOTIIB Open - - - - - - EASEMENT LINE ----TL---- TOWN LINE A LL EN ROAD CMF ❑ CONCRETE MONUMENT FOUND to CMS p CONCRETE MONUMENT SET IPF/IRF O IRON PIPE /REBAR FOUND w/SIZE s B'AG �I----// 0 5/8 REBAR w/ SURVEY MARKER SET UTILITY POLE > FENCE LINE STREAM AG/BG ABOVE GRADE/BELOW GRADE PC/PT POINT OF CURVATURE/TANGENCY VELCO VT. ELECTRIC POWER CO., INC. I "OPEN LAND" ACREAGE 1 R=12000.00' "Lot 48 East" 116.94± Ac. L=157.49' "Lot 49" I S.90± Ac. CHORD Ag. Lease 12.67± Ac. SOB'04'38"W 157.49' Ph. 1 5.59± Ac. Ph. 2 3.51 ± Ac. Ph. 2 0.87± Ac. Ph. 2 0.49± Ac. 3 Ph. 1 0.47± Ac. o Ph. 1 0.33± Ac. 1 Ph. 1 0.28± Ac. µN o n 1 Ph. 2 0.23± Ac. iRF L7 f12W/ Ph. 1 0.23± Ac. BRASS-CAP RUSN \ 1 n 1 Ph. 1 0.13± Ac. Ph. 1 0.11 ± Ac. I Ph. i 0.09± Ac. t TOTAL OPEN SPACE = 160.84± Ac. I L I r L APPROVED BY RESOLUTION OF THE DEVELOPMENT G REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, I VERMONT, ON THE DAY OF , 2015, _ SUBJECT TO THE REQUIREMENTS AND CONDITIONS o I I OF SAID RESOLUTION. �g I SIGNED THIS _ DAY OF 2015, I I BY CHAIRPERSON. m ti RECEIVED FOR RECORDING IN THE LAND RECORDS OF ` THE CITY OF SOUTH BURLINGTON, VERMONT, AT_ O'CLOCK ON THE_ DAY OF ,20 . ATTEST. CITY CLERK PHASr 1 LOT 11A PHASE I LOT 11 CHURCHILL i 0 49±Acres Open Space n f a N PRESERVE RD. 1 / / 1 1 1 I I I i Po FF Q I I Al n/1 �t L. & C. Long V g Vol. 85 Pg. 67 m n!f L. A. & J. G. Demers S83'26,4". I IRS �..�- yA F 'I Vol. 171 Pg.286 995.48' tP i iot rw cn FRS at -3 IRS Wetland 4 ' I Area I (Typical) ' n/t 1 .. ... 1 D. V. Derridinger \ I Vol. 583 Pg. 137 116.94 - Acres Of Lot 48 �° r ° 1 Z Not Line (Open Space) p I! PROPOSED i ✓ STORMWATER PONDS (TIT.) -. 1 1 � 1 ' Wetland ' o f ( Area— / , (�=�3� A -. if W. R. & G. S. Lang Vol. 131 Pg.299 \ ARCHAEOLOGICAL l Ij� I 1 , N / /1 �- tltn QyI? / / I I Q ? I STORM4yATER 11 e PHASE 1 EASEMENT I 35.3± Acres /� L Q h _ - j I' IPF Lot 101 - _- R' Al ,,,,, Lot 1p0 I n/f Dorset Farms Ho I 1 (Including School Site) — i r IPF '" PF nc VoIln426 Pgs Assoc - I t I l I I �_- S8T12'20"W 128.17' o v�A Gu5 1 217 WIDE WATER '- N JIG 11 ®0 EASEMENT ( f may, To BE CONVEYED" \ TO CITY I' IPF j I I ��\ \ FLUSH •iPr To Dorset Street ARCHAEo. // \\ I••� 1241.51' - I l AREA 1'IPF FLUSH Proposed i•IPs D gVE.h FLUSH PHASE 3 9' pB -MIDLAND nlf cOCA Lot 49 t o Dorset Farms �\\NT �� F J/ 18.9±Acres �lo Homeowners Assoc. 3TORM- (O en S ace) be Vol. 426 Pg. 101 OpenSpac6g'D , ;; , , r EASE,p \_ p l °j / \_ _ --_1471 75 PF a• AG 251.35! 779.05' rs N89'08'09"E .. — . — — — N89'O8'09"E -- � VEL CO EASEMENT N6 T03'56"E FLusHPF NEGGRD MMr5.� T FWND \ -- — _ — _ — — — — — _ _ _l — — — — — — _ — n/f c `Cjh- "If P. & J. Clifford j 0 S ok7 R. M. & D. M.o o Vol. 165 Pg. 130 O7 p\4r�i7 he/b4r> Vallee V P s ,7 N m ` GRAPHIC SCALE \ 1/2' IRF W/ BRASS CAP FLUSH n IN FEET) IiGh=200M _ _- -- South Village Communities, LLC South Burlington Vol. 801 Pg. 465 Shelburne Vol. 348 111416 Areas by Survey 223.14 acres (South Burlington) + 2.61 acres (Shelburne) 225.75 acres Total PROJECT LOCATION - Location Map - Not to Scale - Survey Notes - 1. This sheet depicts the perimeter boundaries of the subject property and the location of Phase 1, 2 & 3 within. 2. The boundary survey was performed during 2004-5 using an electronic total station and GPS. 3. Bearings shown are referenced to Grid North, Vermont Coordinate System of 1983, related to National Geodetic Survey marks PG1580 "F 65" and AB9571 "NE Aiken" established by RTK GPS measurements. 4. Spear Street has a 66 foot wide right of way. Location was determined by existing monumentation and the traveled portion of the road. Reference Town of Burlington "Highways and Roads 1802-1865", Page 22, and Town of Shelburne Town Minutes Volume 1, Page 229. 5. This property lies within the "Southeast Quadrant" end the "Spear Street - Allen Road Scenic View Protection Overlay" zoning districts. auavavoEs: C Ei A CIVIL ENGINEERING ASSOCIATES, INC. 10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403 802-864-2323 web: Nv w cee-vt.com MPVRIGHT n 21116 - ALL RIGHTS RESERVED 1Hu_ m TRC APPROVED TRC GATE RV REVISION 11.05.2015 TRC Conform w/ Revisions to Sheets P2 - P3 10.21.2015 TRC Combine Lots 92N - 93N to PHASE 2 OVERALL PLAT SOUTH VILLAGE COMMUNITIES, LLC Spear Street South Burlington, Vermont To the best of my knowledge & belief this plat, consisting of three sheets, properly depicts the results of a survey conducted under my supervision and is based upon oATe oanvlNc Nuanr.R records & field evidence found. Perimeter boundaries shown are in substantial conformance with the records OCT. 31, 2013 unless noted otherwise. This plat is in substantial compliance with 27 VISA 1403 "Recording of Land Plats". GRIGINAL 9c , P 1 1" = 200' Pant. No. Timothy R. Cowan VT LS 597 01243.10 SHEET I or - Survey Notes - Phase 2 n/t C.E. Long 1. This sheet depicts the boundaries of proposed lots of Phase 2. I W / Developed 17.92� Ac. "1 Revocable Trust N63.2618�9 2. The perimeter boundary survey was performed during 2004-5 / O en S ace 1.36t�: I 70 1R5 -- using an electronic total station and GPS. }: / n/f L. Long TOtaf 1 '26t 236 3' 3 1 NB3'26'18"E N626g 8"E 41. 5�-rm t Exempt Family Trust 3/4" ANG E IRON N83'26'18"E 17884 63�33 N83'26'40"E Nol 3, Bearings shown are referenced to Grid North, Vermont / / - SLAG _ -- . Coordinate System of 1983, related to National Geodetic OI .�� - \0.4T m ml N •? Dgi 87N h 5' SETBACK O n - 1297/1 0.29 A. o Survey marks PG1580 "F 65" and AB9571 "NE Aiken" - - -�i o jd° established by RTK GPS measurements. 0.23 AC. of Lot 48 -" _ - py6.60• _ - -_ fn /� 0.22 AD. B6N m 120.00�'^ f� (Open Space 3 N72'00'34"E / ) -� 594.08_-- _ ----, N83'5T27"E_ �rro N 14 S83'26'40"w N82'13'13"E _ _- 4. Spear Street has a 66 foot wide right of way- Location was 30.31' _ _ - - - - - - 0.69' determined by existing monumentation and the traveled - Na5'29'2g"µi-_..... -- --... ^I2 portion of of the road- Reference Town of Burlington "Highways 69. c`1y/ J /� Lot 68N BON-91 N \\ 51.93, = _ ��520'9'29"W /V and Roads 1802-1865", Page 22, and Town of Shelburne N12'00'32"E /CMS _ 105.18 T a 645� i/ 'I 68N-79N 1'01 A`' 2 S12-52.55"W \; Town Minutes Volume 1, Page 229. 52.03' 71 183.96' .^,\, O 40N p / M 9 \ 0• /1 19.34' 396.78' �T C1 6 '�� `?> ,2N o O� �6 ?°i p °j� J F I 1 Exact location to be - - ILL N R=100.0' II 5. This roe lies within the Southeast Quadrant" and th / " F / W / / ro 38N b/ S6' , 41N s / Z y - - 80 K �' 510'8'a8"E II `--•-----"--••-^"-J ' h h b N> ry h25 ry Y P P rY 3 4 /P JJ• w m' ry ? "Quiet Path" _ �� ^• 331.67 81 S 6"AGO I%a.'r2 R' N83'S727 E �� a, Q 40.91' 1 pear Street - Allen Road Scenic View Protection Overlay" 0.25 Ac. r �j 1 Zoning districts. r0 gy. O determined during 84.25 o N06'02'33"W Cr1UR - m L=39.39' \ I I O9 C1 r 39N 0.18 Alt I! construction o+ 52.56' - N 35T�7=��273�3�� R-500.0' \\ "Quiet Path" Li 0.200 AD p`3' .,� `` \\l3 1pi 'S � ll r N 55N u � 9 r -'�- r- - _ - -1 i -- 11 2 1 t N-I, 11� \\ darem�i� actor Abe , h� w t 0.20 Alt. u 78 '1 \ 9 Ae�:Os L2 .'q 9' t 59N I 62N I C1$ 10_ l 1 1 construction I /n s5 n f Li, I O I 160N 61N I lO C14 -1 C II 3 / N76'11'33"W 2 `�� ° 26' R.O.W. h 11114 '36"E i O I I 63N p 19N f - Legend- 74.59' ory �I OI O1 II I 110.03' �° 1 58N I L---- L-- L13 J m II t u I I N B?•�•�j� C3 42N m II o, 1� r� J 1--' Io II �; - EXISTING PROPERTY LINE T I S6bj97• _l `j r�N I L-__ _ 16 0.24 Ac. o- m , O - OTHER APPROXIMATE PROPERTY LINE 1 '!y '` C4 ��''11 \`` II SETBACKS 5' i 821 1 �rJN1*,fJ �l sus -� 1 1 „�Iw- 11\ agf1 - - - - - - EASEMENT LINE / 13 as Y II E J � �1 11 r " L=69.43'� 571 %3'9 u+ I 3.52 AC. N79�- 619" o, \ r I r N" 0 o n 57N \ 2.22 A-. I R 1 L ----TIL TOWN LINE CMF lM Hi R=100.0' 108 o a I 136.a3 r+•r o O --- I r• /• N "o\ Of LOt 48 Z �1 r4 a -\ 589'25'13"W ,,, 1 z 6" AG I co, 43N o. 's. o '• 39.22' I sIN 1� CMF O CONCRETE MONUMENT FOUND o Ih L4 o OlO ` II (Open Space) ! ,0 53N 0.23 Ac. o` o`I \ 56N \ j I 65N I �- z� ;,-. $. I I N>9 o J " t� �r� _ _ J I� SEE SHEET P 1 (of 3) for CMS O CONCRETE MONUMENT SET I \ �1 0 u, -, a / / y O 108 p9 o w I I u; N75' S8 69, - p p / IPF/IRF O IRON PIPE /REBAR FOUND w/S12E / Z 'o\a, II NOTE: f 1ST p4 C16 Z 5703Eo I LOCATION MAP O w\ l 0 44N o �'•' I I CAPPED IRON RODS ?� ' o.� M N 0.49 AC. Of Lot 48 o r _ �I r 1 16N 1C , /% i 5/8" REBAR w/ SURVEY MARKER SE1 I I \ Z 0.17 Ac o- o m 52N L78 2 m N w ON �1 1 ;O 1 SEE SHEET P3 (of 3) for �,- 1 /; I I PROPOSED (TYP.) 10 N N �- (Open Space) Z L__4. I i mlw_-- I inl 1 rO.> UTILITY POLE r�`I l t I o+, �! Ip809 o 11 CORNERS (TYP.) �;\$- 7\•22��E NY�o- i we A- `, Im o, --, 1 EASEMENTS FENCE LINE {�Y / I 4 N 137.2a N. Arm u I 1N I II 15N j 1 11 %i W I J fl o S23'31'26"E gY L_ _- J r m AG/BG ABOVE GRADE/BELOW GRADE / rp`I .$ 0.10 % 11 31.00' 51N . C8 J / / w \11 w� p5 gC Ind-158.-3Y1 F---_ "Jul ZLAPN --j g, 111 l PC/PT POINT OF CURVATURE/TANGENCY r Exist 2d wide �. 1p8 p9 0 11 7 I I J IN _ mufti -purpose o 11 12 F-! 0- y G' N 3� C7 al ' u'1'� iO 14N I o I 42N LOT/UNIT NUMBERS (PROPOSED) C / pP�s easement for 52' `�, 46N TL3, �7 '6 25N I24N I I 22N I f Of O I m�.I L...-•- [�1 / stormwater& 11 0 0.17 M. ab W 111 N6 7�02 a�c� 50N I L10 J 61N•70N MULTI -UNIT NUMBERS (PROPOSED) %/1 potential future CS 571�a3� , 11 o\ 498N Nw\ J 0.2o Alt. Lg L -- -- I _23N d ° B 13N I 111 116.94-t Ac. �!1 1 recreation paths 657 '10 p2 0.17 b. i �' L=_a962' BD.oa' L r iv rn N I P 10 1 0 488N 'o\ 9'OB'3B• - C� -'-J o o u w J `t,.n,,1 1 I \\ ZN 47N \ 0.17 M. w• 1. R=2270 L7 ��iTO.?3'It-.._ of Lot 48 �_�ROAD 52' -5z�, ry w ,pQ. p' I R=63.0' 7 0 \w. `�� 7-- L6 Ls69.09' ° „ a I (Open Space) - Short Line Table - Curve Table - ?s 0' S69'S9'39"E S87.43'52"w, / Curve Len Radius I I \ S64 S:6A•o�\Nc, 0.17 M. Op 0,231Z 61; R=�7�' 60.2E - L`20>,5 L15 J �ro L-93.78' $' ' g' R=115.0' g46 C6 LS N6 ^ Sp L19 o r-_i_- �4\5\� Lt6 � 01 I Proposed Street N"� f Y(�� C2 25.3E 152.00 r, I I � P sg. �� g�' ��6p C3 54.09 152.00 l I , Dedication Table q6"a, 4 231E In' I I / 54.09 152.00 'mil I �5 67 _ _I_ _ -J 29N ' 13.40 63.00 / I R=12000' N. Jefferson Rd. 2.27- AC. 6e• - N8T21'01 w <_ 101 a a / ' L-744.74' L=95.5T 134.00' - � 63.34 N87.21'01-w --j 29.95 63.00 / L=22.41' R=115.0' 7 55.95 163.00 CHORD Churchill Street 0.95* Ac. R=63.0' CB 38807....597050 51T667000...00 III!l/ s10*1 62W Preserve Road 1.76m Ac. L<1I\3_� cs 6025 660.00 " "-7%1lno3 wm�11 Total. 4.98a Ac. Lot92N g42 Ac. C10 70.00 60.00 L /i 11 .00 4 PQootih/.-1-V� - 1�-Nti1N 2�_ -1N .00 00 7-21'01 W . 57 1C14 50000 I Agricultural Lease 0', 00 J 00.0C16 6LOT 63 C17 41.47 230.0Di 13 I r o Ul8 1267AC. N6T21Ot .0 134.00'C15 3920?,IN I O , (Open Space) a9.n 86.00 -O 1 o��nl95N 0.21 AC i1 /II /- aLl`.'r-- oi.�oa 9N Igo' 1I34N, 'dlo W ply_--J% APPROVED BY RESOLUTION OF THE DEVELOPMENT N8721.01 z in ' , 3400' I_ _ _ I voi Gy z,' O-Is REVIEW BOARD OF THE CITY OF SOUTH ' ' 1 e to 0 1 1 , �i,, 1 8N- ate/ BURLINGTON, VERMONT, ON THE DAY OF I \ ,� 96N 0.21 Ac. 91 1 35N T I i� 2015, SUBJECT TO THE ❑CMF ' PHASE 1 �� L _ BROKEN -1 134�00' 755 00� I 7N REQUIREMENTS AND CONDITYONS OF SAID I N67'21'01"W 125.00' RESOLUTION. 2_� LOT 11B SIGNED THIS_ DAY OF I FOR DEVELOPMENT �\ \ ry/ BY 1 ( / GRAPHIC SCALE COMMON LAND `Dtr �li� \ \ 36N \ wiry e / CHAIRPERSON. 1 p w 1.91 ACRES NI, \ O� �",� BN / o\\37N> RECEIVED FOR RECORDING IN THE LAND RECORDS �OF 1.25 IPF I ( IN FEET) � \✓ � 1\�'\ p0 BENT 1 ineh - 90 fL. •� 04 (CAl. THE CITY OF SOUTH BUALINGTON, VERMONT, O o N� 85O^) /� 7 �6 AT _O'CLOCK ON THE _ DAY OF , 2o_ I _ _ _ tC, _ ry/ 9 _•1 p8 �pp ATTEST- CITY CLERK ' � �_ _ o+gyr ��po "lV g9pi �5 1 4N PC PHASE 1 _ _ _ 5 S�1\p\O\ SCHEMAT T I LOT 11ANLY (TYF 9.3, L1�� 0 \ \ 2N \ 3N' jLO $ OeLOc. 582'S9'S8"E O Shy e1=Rd. I i (FOR DEVELOPMENT) � ALLEN ROAD --__� PHASE •C ALLEN N49'45'51"W LOT 11 60.00'- �D (For Development) I � I II I I COMMON LAND We 0,51 ACRES NORTH JEFFERSON ROAD (Exist.) STORMWATER DETENTION AREA (TYPICAL) L L=109.85' R-203.45' I I �i S07-24'37"E 27.72' i d I r 'r` "Quiet Peth" I t Exact location to be 1 I determined during 11 construction I. To the best of my knowledge 8 belief this plat, consisting of three sheets, property depicts the results of a survey conducted under my supervision and is based upon records s field evidence found. Perimeter boundaries shown are in substantial conformance vith the retards unless noted othervAse. This plat is in substantial compliance with 27 VSA 1403 "Recording of Land Plats". Timothy R. Cowan VT LS 597 "Quiet Path" Exact location to be determined during construction _"FodprlM Lot" Dintenslons lot dmensbn rlana Beams suaveroas: All- E A CIVIL ENGINEERING ASSOCIATES, INC. 10MANSAELDVIEWLANE, SOUTH BURLINGTON, Vr Wo 802-864-2323 web: www.cea-vr.c= COPYRIGHT © 2015 - AIL RIGHTS RESERVED GAC Ca -D TRC A ..w TRC aATa BY ean- 1.05.2015 TRC Divide Common Area A 0.21.2015 TRC Combine Lots 92N - 93N 0.01.2015 TRC Modify Lots 92N - 96N, Areas, Table 8.12.2015 TRC Common Areas C 8 0, and Lot 68N 2.08.2014 TRC BIdo. footprints 22-25. 28. 29 PHASE 2 LOTTING PLAT SOUTH VILLAGE COMMUNITIES'. LLC Spear Street South Burlington, Vermont DATE r,xpairvc. �NrvLk OCT. 31, 2013 ORIGINAL ' P 2 1"=80 PROD. No. 01243.10 „- z 1 � - Legend - r n/f C.E. Long I v / Revocable Trust E1 E2 «Pi EASE. - — PROPERTY LINE PROPOSED LOT LINE I I 1 10' EASE. (GMP) EASEMENT LINE 1 +.. ' E1 E2—r n/f L. Long47'. 3 3/4" ANIXf IRON - ��p 1 CMF ❑ CONCRETE MONUMENT FOUND l Exempt Family Trust CMS O CONCRETE MONUMENT SET �O/ _ •--- �.�0 IPF IRF O IRON PIPE REBAR FOUND w SIZE 0.23Ac. of Lot 48 _ �' _ - / / / (Open Space) _ �' _ __- _ - - _-_ _ _ Survey Note 0 5/8" REBAR w/ SURVEY MARKER SET I 1 _ � - _ = ' - / _ --•-" I PEDESTRIAN �— — � Lot 68N I — — _ _\ ( 1. This sheet is intended to depict easement locationas and °-01 UTILITY POLE ' E11 -% --� ii r \ ! extents. Please see Sheets P1 and P2 for boundary -- - - ---- FENCE LINE /CMS / 40N // I PEDISTAL \\\ r information and notes. /y- ....•--1 PROPOSED MTC ' OT�r... // rr E4 E2.1 / E2.t E2 _ _ (MODULAR TERMINATION CABINET) // _ �- / 2.11 Quiet Path" �� T I •i 0 PROPOSED TRANSFORMER PAD 3/4 "IPFO I _ / 38N �- / �\ /lI Exact locaaon to be -- vUR ILL 1•� �� _ _ c� PROPOSED SECONDARY PEDESTAL 6"AG `�� r \ E3 41N� determined during CH ��.�- 0 \\\ "Quiet Peth" -' 1 O ll construction - - \ Exact location to be APPROVED 8Y RESOLUTION OF THE DEVELOPMENT \ \ / 39N:- i 11 I 1 � - \\ determined during REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, 42N LOT NUMBERS (PROPOSED) / =`e\` (3 II I 55N 1 l - t corutrucdon II VERMONT, ON THE DAY OF , 2015, - / E2 II `' II SUBJECT TO THE REQUIREMENTS AND CONDITIONS 26' R.O.W.) 10' EASE. (GMP) \ i I III OF SAID RESOLUTION. - Easement Notes - El i E1 \ %t �du9 SIGNED THIS OF 2015, O Pro osed easements for buried power & telecommunications O SETBACKS 5' / 54N 1 a a 1 \ ov P P I /1 STORM '\� < 42N II 1 CUPAM\J1Y� f \ c.� 1421 \\ o�d8 BY ,CHAIRPERSON. El cables serving Green Mountain Power (GMP). Typically 10' in I E5 \ . `` \ E1 I I 3.52 AC. _ - \ �' � � AC. (1 � 1 I � I \\� '� �Ws`t width and bounded by street right-of-way lines, as shown hereon. / -y \`\. 1 1 1 eE L 1lk Proposed equipment easements for transformer pads and modular CMF rr��, j 43N \t Of Lot 48 53N E2J 1 1 \ E2 1 0' // RECEIVED FOR RECORDING IN THE LAND RECORDS OF E2 termination cabinets (MTC) serving Green Mountain Power (GMP). 6" AG r �l I E1 1� \ N (Open Space) O [^ 1 . E2 <S] t CL THE CITY OF SOUTH BURLINGTON, VERMONT, Easement boundaries to be 6' distant from each side of structure, I I 10' EASE. 1 - // as constructed. Locations shown schematically hereon. I I (GMP) \� \ I , _-- `I I `, t // AT O'CLOCK ON THE _ DAYOF . 20_ I `y \ \ II 0.49Ac. of Lot 48� 1 Q t I/ !• Pro osed equipment easements for "seconds edestals" serving ' 44N I 52N LIL t II i ATTEST., CITY CLERK E2.1 PnY P 9 d l O O (Open Space) 11 t Green Mountain Power (GMP). Easement boundaries to be 6' 1 I 1 1 \ /t l ,%1 \ distant from each side of structure, as constructed. Locations l 1 E2,1 , kpnand / I E8 EQUIP. EASE. \ Area ) 11 shown schematically hereon. 1 t\ 1 ) \- ! REC PATH �\ a 45N \t (TYPICAL) O GRAPHIC SCALE E3 Proposed gas line easement, 10' wide, crossing Lot 42 to Lots 40 51N and 41, to be centered on gas line as constructed, serving Vermont 10' EASE. (GMP) E2 Gas Systems (VGS). ' tt . 1 I i eo 0 I Exist. 20' Hnde E1 - � / multi -purpose L�PE .(1...-......, -- Proposed easements for wastewater lines crossing Lot 39 to 44 CMS 46N 11 - \ SON .rl II + 'N '� O easement for 1 \ O 116.94— AC,service Lots 38, 40 and 41. 10' end 15' in width, to be centered � PC 49aN 1 inen = ao f4stormwater & 1 \ \ on wastewater lines as constructed. l E2.1 \ _ E2 Potential future � � � _ I Of LOt 48 recreation paths \ _ I y1jIIl E5 Proposed storm water management easement over portion of I // P 48aN �, ROAD ` ' --^yl (Open Space) SEE SHEET P1 (of 3) for LOCATION MAP "Open Space Northwest" parcel near Spear Street, to be conveyed I \\ \ 47N \ ii� to City of South Burlington. SEE SHEET P2 (of 3) for LOTTING E6 Proposed storm water management easement over 1 I E2 _ ��Q•�(� `,' Eg STEM E10 11 portions of "Common Land A" and "Open Space Northeast", I I Pro osed Street - �/ ' E9 ` E7 SEWER to be conveyed to City of South Burlington. I I p \. Q�j - I F WATER ux�Axos,. Proposed storm water management easements over 2 I / 1 Dedication Table \�`—_ 'i IlI E17 WOK ,� \�M \ _C_ E7 small portions of "Common Land D", to be conveyed to 1 I I - V /4 \t \ E City of South Burlington. I I N. Jefferson Rd. 2.95, Ac. - I r� r I Churchill Street 0.95 Ac. E8 ' O I , `�� r q �� A Proposed recreation path easement, 12' wide, I REC PATH E8 to be conveyed to City of South Burlington. Preserve Road 1.76, Ac. � �', j p r ' ACRES CIVIL ENGINEERING ASSOCIATES, INC. y ly 9 Lot92N x t, Leaf\_t_' ' I Total: 4.98m AC. SEWER EASE. I I �I I (1 I uZ Q Proposed easement for sidewalk over portion I El E9 P P ri 1n' vnoE 10MANSFIELDVIEWLANE, SOUTH BURLINGTON, VT 05403 of "Common Land D", in front of Units 26 - 29. c I I 93N I � 1 -1 ,�E6 // i I I I 1 {• / XF,-2.11 // ! 802-864-2323 web: www.cea-vtcom E10 Proposed easement of irregular shape and width for sewer ' I _ _ Cif N COPYRIGHT C 2015 - ALL RIGHTS RESERVED lines, structures and equipment on portion of "Open Space" Agricultural Lease STORM rOLot 48, east of N. Jefferson Rd. IAuLOT 63 - E16 I 94N I v I CEA Proposed 10'wide pedestrian easement over portion of � _ ''Iarxecxea "0.23 Acre of Lot 48, Open Space" near Spear St. 12.67 AC. 1-F - - — 1 -I I W0 O en S ace ` 1 7) STORMWATER TRCProposed 10'wide easement for buried power 8 (p p ) I I Z 1 ) I El 2 telelecommunications cables serving Green Mountain Power I 95N i III 1 E2 i I I 1 r• ONnI NAREA Avr„DYED (GMP) from N. Jefferson to "Retained Parcel". 4- W I TRC l I DRIVE EASE. I 1 �I 1 E1$ Proposed 26' wide R.O.W. in common serving Lots 39N, \ 40' W DE E14 7 I I E12.08.201 40N,41N 8 42N. (0.07 Ae.) :96�N \ E16W 1,II TRC Divide Common Area A Proposed 40'w de R.O.W. in common & ❑CMF PHASE 1 i� —' - _ \ \ i j TRC Mod' Lots 92N - 93N turnaround serving Lots 92N -96N. BROKEN I _' 1 o II'� TRC Mod Lots 92N - 96N, Add Ease. 14-17 Natural gas lines (VT Gas Systems) easements to LOT 11 B rbe located within. Green Mt. Power (GMP) electric and REC PATH E8 E12 10' EASE. 11 i TRC Add Easements 11-13 telecommunications easements to fall within. (FOR DEVELOPMENT) \ \ 4 (GMP) E15 E2.1 = I TRC Labels for Easement E6 and E10 Proposed 10'wide easement for sanitarysewer serving j// L4 TRC Multi -purpose Easement E15 j EQUIP. EASE. I STORM M Lots 92N - 96N. Easement(s) to be conveyed to City. (GMP E2 i Proposed 10' wide easement to be conveyed 1.25" IPF I (TYPICAL Q PHASE 2 E16 to City for storm water drains serving BENT - 10' EASE. GMP II Lots 92N-96N. O I _ ---- _ (GNP) El I / e �� \ I EASEMENT PLAN Proposed 10' wide easement to be conveyed ;'I a y) E17 E2.1 Quiet path" to City for water lines serving Lots 92N - 96N. CMS I E6 /i Exact locaton to be PC I PHASE 1 / PEDISTAL - determined during I I LOT 11A ,�" _ J -STORM O °Grstm°aon SOUTH VILLAGE E$ ' AREA ACCESS { r. To Shelburne Rd. (FOR DEVELOPMENT) E2 //�� /" •- -, _ COMMUNITIES, LLC - ❑.-___� ��— I _ 1 WeGand Bao dory ALLE — / ==`= -� -- - at Sear Street N 7` PHASE 1 ----- = I Exactl-6.ntobe p / / 1 determined during 11) ROAD ALL . \ LOT 11 j� COMMON construction South Burlington, Vermont J ` k O� \ \ (For Development) /X 0.51 ACRES To the best of my knowledge & belief this plat, consisting b W `111�j of three sheets, properly depicts the results of a survey NORTH DATe nnax,„c xu„neu \ conducted under my supervision and is based upon \ records & it Id evidence found. Perimeter boundaries OCT. 31, 2013 p 1 �� \ \ �� JEFFERSON shown are in substantial conformance with the records I I \ \ ROAD (Exist.) unless noted otherwise. This plat is in substantial owcraa scALs ^ I � � I I \ � compliance with 27 VSA 1403 "Recording of Land Plats". 1 u - 8�' J` 1 I I \ \ / v / PROJ. NO. 1 \ 01243.10 S„EL-r 9 r a 1 Timothy R. Cowan VT LS 597 " No Text PLANT LIST 2 Pigl Plgl 2 Abco • LAWN LAWN Rhpj — — — NOTF, ESTABLISH LAWN OVER ALL ' DISTURBED AREAS AND EDGES 4 Yufi 4 EufC 4 Yufi 7 Good 21 Pate 21 Vimi 23 Eufc, 68 Good 182 Pate 162 Vimi 49 Pate 1149 4 Good Vimi a Pate ■ 21 Pabid 21 Vimi Eo, ►�Wilt I% � �S►�1.. I . �ood bark muk:h d around trunk ,sh grade vn - cwo parts at a sal aM one part wad comnoat . and water tho ohly ""noN 5.11 dam. + I a - NOT I , plant shrub so that top of root Rare 15 51ighty above finish Grade. 2. Remove ail nursery tags, rope, string and surveyor tape prior to planone. 3. Shrubs shall be guaranteed for a period of two yeah after planhtng. SIII2UB PLANTING DETAIL no scale 4 Yufi 4 Yufi L 4 Eufc 6 Eufc 7 Good 14 Good 21 Pate 40 Pate 21 Vimi 40 Vimi r 2 Abco LAWN 13 Eufc sa M. d 92 Pate 92 Vimi' 10 Eufc — 4 Yufi 21 Good 58 Pate 6 Eufc 4 Eufc - 58 Viral 14 Good 7 Good 4 40 Pate 21 Pate 40 Viml 21 Vimi Note; Mix Groundcover species at random 9 in. on center. Cover bods wl2" mulch after planting. New 12-Plex Building 11 Eufc io 3 Eufc 2 Eufc 23 Good 20 8 Good 8 Gaod 2 Eufc 63 Pate 55 21 Pate 13 Pate 5 Gaod 63 Viml 55 21 Viml 13 Viml 14 Pate q Eufc 14 Vlmi 4 Yufi 4 Yufi 10 Good 4 YI 24 Pate 24 Vimi $C K 9 um r eu W r� um H Co A W. 3 R CA.� .• 'L.A1}Pf •••I-inR W& A..,. 4HYab . macHBED Rhpj shrubs -- - KEY QU SCIENTIFICNAME COMMON NAME SPEC vSRhcABumWi 13 Buxua mlorophylla'Winteroreen' Wintergreen Boxwood 3galBumCH 13 Buxua microphylla'Chieagolsnd' Chicanoland Boxwood 3 gal. Cow a Comus pumlla Dwarf Red -Tipped Dogwood 3 gal. Cosa_ 7 Comus sericea'Balleyl' Red Twla Dogwood 3 gal. GosK 9 Comm sericea'Kelsey's Dwarf Kelsey's Dwarf Dogwood 3 gel. • + MasR CosA S Comus atolonifaro'ArcBe Fire' Arctic Fire Red Twin Dogwood 3 sal Hyap 14 Hydrangea anomaly petiolads Climbing Hydrangea 3 gal Male 13 Hydrangea arborescone'Blue Billows' Blue Billows Hydrangeo 3061, _Hi 4 Hydrangea paniculate'LIttle Lime' Lltda Lime Hvdranaee 3 gel ap HypS 5 Hydrairm" panloulate'Silver Dollae Silver Dollar Hydrangea 3 sal. IIvBH 2 Ilax verticillate'Berry Heald Barry Heavy Wlntarberry 3 sal IlvBN 4 Ilex vertiolllate'Berry Nice' Berry Nice Wlnterberry 3 pal IlvJ 2 Ilex verticlllato'Jim Dendv' Jim Dandy Winterberry 3 aal 11A 4 Ilex vartioillate'Red Sprite' Red Sprite Winterlowry 3 gal. LAWN RhoA 16 Rhododendron calawbionse'Album' White Flwrng Catawba Rhododendron 5 gal Rhpl 23 Rhododandron'PJM' PJM Rhododendron SCSI Yul) 94 Yucca fiiamentosa Adams Needle 3 ael Shade & Flowering Trees KEY QU SCIENTIFICNAME COMMONNAME SPEC Hyap flops 4 Acer pseudoslaboldianum Korean Maple 6-7 ft. MalL 3 Maanolla x loebnorl'Leonard Mescal' Leonard Messel Magnolia 5-6 ft. MeaR 3 Magnolia atellata'Royal Star' Royal Star Magnolia 5.6 ft. ;. ,• I MOW 12 Melus'Donald Wyman' Donald Wyman Crabapple 2-2.51n. ' S MaLo 6 Malus' lull Louisa Crabapple 2-2.5 In Rh '2 McRR 1 Malus'Roval Raindrops' Royal Raindrops Crabapple 2-2 5In R 1 Hyap Qub 1 Quorcus bloolor Swamp White Oak 2-2.5 in 2 R cA KEY QU SCIENTIFICNAME COMMONNAME SPEC 4 Al 7 Abies concolor Concolor Fir 6.7 ft. Pial 9 Picea glauca White Spruce 5-6ft. LANDSCAPE PLAN WEST BUILDING Scale 1"=10' 9 e� Groundcover KEY QU SCIENTIFIC NAME COMMON NAME SPEC Eufa 243 Euonvmus fortunel'Coloratus' Purple WinlaroreeW 4" pots Good 608 Gallum odoratum Sweet Woodruff W. pots Pate 1,675 Pachysandra tonninalis Japanese Spurge 4"pots ,- Viral 1,675 Vinca minor Periwinkle - 4"pots - a/OIn1 sea IaYw awrremw. w.Y"t eM .ulxy raa.lal Iwa.wa yYn. IAM9 atle 1wMet flea rw.ekbn rNwMf Plw s M f/ao/te /1f �wih.r x•m.«, as wn<. a .ew r�..uao .mow a.. u. -wan. rir.t rt aM a MtN r�aawf waaY nxM papaw Sew -wow. 0. N4 THE CONTRACTOR SHALL NOTIFY'DIGSAFE' AT 1-888-DIC-SAFE PRIOR TO ANY EXCAVATION. Owner & Applicant - •ewm....?!ro /ta aaa ww. aw n na,. ae .�bwo arn. w f R f6 0 10, 20, 30' GRAPHIC SCALE SOUTH V IJ" COMMUNITIES LLC G e ROBIN aFFrERS) �.� sox 22ss SOUTH BURUNGTON. Vr 05407 7 a saw www x.w u . m e M win my w. - . e a wt s ta/T/If wrt N...raabl a,d auww. nUnt m Sk.RN,L�NI• 41 �SGA M1E Ir/24AS !WWI ti-Wn 0. vtl amnMa ar xc pgpq O O mx O xEraVooxarr SOUTH VILLAGE COMMUNITIES, LLC2012-aa � 12/14/12 nncL O'LEARY-BURKE CIVIL ASSOCIATES, PLC SPEAR STREET SOUTH BURLINGTON, VT 2012�a LANDSCAPE PLAN WEST 12—PLEX BUILDING wAM a+eer r L_4 tea: -,� IN �� --- _ ..'... - -��I■ 182 Pat. 138 Pate k s:E ■ 1� 9 in. on center. Note; Mix Groundcover species at random Cover beds w/2" mulch after planting. New 12-Plex Building f1i�1� 149 Vinni 8 Pate 55 Pate 21 • fj FEW �lr�I�i�'I,/��/,/ ��I,/��i -!� ■ /i:.�/ii`�' ��►�:�I//'��.�Lli�`//: II !��:��/i��'/�i�%��/' i%�`�a�.il I��j'jl�i��/.I��.i►,►�� I��i� �i�� j��I��a:'!�., -�f �i IIL�J �i I� ��il ��I�. ��. ail ✓//.1��iG�i�1� ��iirl' a PLANTING SPECIFICATIONS I . Plant names indicated shall comply with "Standardized Plant Names" as adopted by the latest edition of the latest edition of / the American Joint Commission of Horticulture Nomenclature. Attach legible tag with botanical name to each or representative / plant. 2. Comply with stung and grading standards of the latest edition of 'Amman Standards for Nursery Stock". / 3. All plants shall be nurserygrown, / 4. Provide plants typical of their species and variety with normal, densely developed branches and vigorous, fibrous root Abco systems. 5. Provide sound, healthy, vigorous plants free from defects, drefigurmg knots, sunscald injuries, frost cracks, abrasions to the / bark, crooked leaders, pruning wounds greater than one inch in diameter, insects and eggs. NOTE FSTABLLSH LAWNWSAI.L G. Evergreen trees shall be branched to the ground. D]SMlBFDAA.tAS DFDCFS / 7. Provide freshly -dug plants. / 8. Do not rune la / p p nts before delivery. LAWN 9. All plants shall be larger than the minimum esrze s specified. Fifty r f nw'N P 9p y percent of the plants shall be in the upper half of the range l specified. I O. Place protective covering over plants transported m open v<h,des to protect from windburn. 1 1. 5alled and burlapped plants - provide firm, natural balls of earth. Cracked or mushroomed roofbalis are unacceptable. 12. Contamer-grown plants - shall have been grown in container for a sufficient length of time for the root system to have Me developed to hold Rs soil together. Firm and whole plants shall neither be loose in their container nor pot-bound. 13. 5hrub5 and small plants shall meet the requirements for spread and height indicated in the plant list. Single stemmed or thin / 2 2 RhoA plans are unacceptable. f / 2 Rhpj LAWN 14. Time of planhng - April 15th to September 15th. / 15. Before starting work, report any defects on the site, such as ,ncorrect grading, to the landscape Architect. / Commencement of work by the Landscape Contractor shall indicate his/her acceptance of the areas to be planted and he/she shall / assume full responsibility for the work of planting. / I G. Locate plants indicated on the plan in the field. If obstructions are encountered that are not shown on the drawings, do not / proceed with planting operations until the Landscape Architect has selected alternate plant locations. / 17. Contractor shall contact Landscape Architect to inspect all plant matera� on site to review uali pen variety / before planting operations commerceP P P q ty, size, species and / Ab00 15. Plant substitutions will be permitted if authorized by Landscape Architect and City of South 8urlmgton Arborut. / 19. If plants cannot be planted immeduitcly upon delivery to the site, protect with soil, wet peat moss, bark mulch or in a manner acceptable to the Landscape Architect. 20. Stake plant locations as shown on drawings before planting. 5tak,ng locations are subject to approval of Landscape Architect. 2 1 . The Contractor shall perform all work ,n accordance with •American Association of Nurserymen 5tarldard5 for Materials, Installation and Maintenance". 22. DO planting pits at a depth to set top of root flare slightly above finish grade and a width twice the diameter of the plant's root ball. P LAWN 23. Set plants in planting pit so trunks are straight. Hyap 24. Place topsoil mix in planting pits and compact. When pit is nearly filled, water thoroughly. Fill remamder of hole with topsoil Mi J mix, Wild four mesh height saucer at top edge of pit. Flood saucer with water. 25. Drive four, two foot long, 2mch by 2 inch hardwood stakes into undisturbed soil one foot beyond edge of plant pit. Tie arbortie material to opposite stakes over root ball with one twist around tree trunk. 2G. Mulch trees and planting beds within 48 hours of planting. 27. 5aturate installed plants with water during maintenance period as often as necessary to insure proper plant moisture. 20. Prune trees as necessary to remove dead or injured twigs and branches. Make cuts just outside of branch collar. 29. Maintain new planting and continue until acceptance. Maintenance includes; pruning, watering, weeding, mulching, resetnng Plants to finish grade and vertical position, restoring plant saucers. 30. Correct defective work as soon as Possible as deficiencies become apparent and weather and season psrin,t. 3 1. Remove and immediately replace all plants determmed by the Landscape Architect to be unsatisfactory during the initial planting installation. 32. Notify the Landscape Architect to inspect the work for substantial completion. This will include ensuring that plants are O correct, healthy, sortable sae and well planted. When inspection ,s approved the owner's representative will confirm with written acceptance. 3. The The Contractor Is responsible to guarantee all plant material to be healthy and flourishing For a period of two years from date o of planting or written acceptance. dpcent LANDSCAPE PLAN 34. Plant replacements shall doily match aplants of the same species. EAST BUILDING Scale 1 °=1U' 35. Contractor shall replace failed or unsatisfactory plants at no cost to the owner. ayiayl. A.,.,a .e.x u.. w.ew a/aeA. R.I...i. a.. i• ..ea eanwwi wmr A: a„w pilnaar x.aa..., .aa w.e. a via. vl.. Ma •I.q A.a a - wa.i. ri•n r a/aA4 Ail bllaa i,u,f•mwr wino! sN ualxy pMwl•I Im,4e•p• OYm I/a4/14 Aatl bxlml .aa fwnaNn M..ih. YM 6 ai /aaAa Mil fa,a ! MhN ylWrq aim0 nMA •®!,M - uyNN IYM M THE CONTRACTOR SHALL NOTIFY 1-Be8-DIG-SAFE PRIOR TO Owner & Applicant /Ta ,via b"ultla. rim .Gn..nil w .Nw tla. al whano• ax,. •i 9 wr X EXCAVATION. ANY E%CAYATION. N. O lO' 2O' 60' GRAPHIC SCAU SOUTH VILLAGE COMMUNMES. LLC (C/O ROBIN JEFFERS) SOUTH BU2255 RUNGTON. YL 01 a Aa K bw A. b «vim oats w i r xwa. e,..r aen v,tl ,aw talaAa Mnr! 4w wwaa via ywlMw no`r Nr r Esk * * ?snaros�Fk °'a�taM/Ix rolaAa aya.. Wm mil q , aci °DCA `�`"°°'"""° "°""r rww. C7 annrrrtaNraar SOUTH VILLAGE COMMUNITIES, LLC a12nM12 't'a2012-ae o8oA ^^^•° nncL O'LEARY-BURKE SPEAR STREET SOUTH BURLINGTON. VT 2012>8s: o`"MCL CIVIL ASSOCIATES, PLC 0x�aa xwEa�]i LANDSCAPE PLAN EAST 12-PLEX BUILDING tiw_ a L-S so UTH VILLA GE PHA SE 2 A PLANNED RESIDENTIAL DEVELOPMENT SPEAR STREET SO UTH B URLING TON, VT I r ~ If PLAN SHEET LIST �41 39 I \� 39 I I �\ / Sheet 1 I �Sheet 2 a ,44 i\ ' 54 - 11 ` Sheet 3 _ 1/ I 53 ^' %tTC_ T��, Sheet 4 43 Sheet 5 \ ` 44 II \ 52 \� I Sheet 6 `' ' Sheet 7 �,51 Sheet 8 / GR WHIC SC OF Nd 0 WNER/APPLICANT SOUTH VILLAGE COMMUNITIES, LLC (C/O ROBIN JEFFERS) P.O. BOX 2286 SOUTH BURLINGTON, VT 05407 1 3 I \ 1 f I I r= PHA5E I 0 WNER/APPLICANT SOUTH VILLAGE COMMUNITIES, LLC (C/O ROBIN JEFFERS) P.O. BOX 2286 SOUTH BURLINGTON, VT 05407 1 3 I \ 1 f I I r= PHA5E I Sheet 10 Sheet 11 / Sheet SI 3 Sheet S2 TRAIL-4 Sheet PI Sheet P2 ti I I Sheet Ll Sheet L2 Sheet L3 � I Overall Phase 2 Plan Phase 2 50 Scale Plan Plan & Profile, North Jefferson Road (Sta. 10* 00-23* 00) Plan & Profile, North Jefferson Road (Sta. 23�-00-35f49.12) Plan & Profile, Marsh Road (Sta. 10*00-174-30.20) Plan & Profile, Churchill Street (Sta. 10*00-17*82.75) Ligh ting Plan Roads, Details & Specifications Water & Sewer, Details & Specifications Pump Station, Details & Specifications Landscaping Erosion & Sediment Control, Details & Specifications Storm wa ter Management Plan, POI1 (Wet Extended Detention Pond) Stormwater Management Plan, POI �2 (Grass Channel/Dry Detention Pond Phase 2 Overall Plat Phase 2 Lotting Plan Landscape Plan, Street Trees - North Landscape Plan, Street Trees - South Landscape Plan, Pollinator Hedgerow I J / \ 11 O'Lear —Burke Civil Associates PLC y 1 Corporate Drive, Suite #1 Essex Jet., VT 05452 878-9990 OF V DEC 1 0 2013 City of So. Burlington CONSULTANTS Civil Engineering Associates, Inc. Michael Lawrence Associates 10 Mansfield View Lane 8 Lincoln Lane South Burlington, VT 05403 Essex Jet., VT 05452 864-2323 878-2778 I I J 1 I\ 11\\\\ \ / 1 I Y II\ \ 111111111 .) I 1 11\IIII j/ 'tl I I; / /r /lIl III \\/�--.-1 •\'•;Pi 1 1 1 1 1 ll/J//� Vjl 1 \\\I \ I 1 1111111 \, 1 1 1 I I I IIIII / IIIII II11��1 I� •1 1 '. \I IIII/// \ \\w\ \ Ir \ `I\II/itIIII \ 1 III\\\\\ 1 I�III'I�_�11\I\IIIlII/J1 �%•n':: ` `II TRAILr)iJ IIll\� �-��JjjIIIII r1 (� / / y 1•�� ` \\ \\�\ \\ \\ \\`^``\ i ,� 1/ (1 \1 \I 1 //;yriJ�I )h /II / A f /1 I �/\bff f'GU\LTUk\AL I /,i///i' , 1 <1 \ \\\IV • • J r \ `OPET!) SPAC, ,' / / / 1 1 1 I 1 J 1 N,T fpE 1 \ \\�-'' I lJ 111 \ \ \� t C\ 1 �" / J \\\� \ O67 HA RES f \\ \ \)\\ I \\ \ 1 II 1 1)�{j{'/\1 > I I \) ( / l l / // JJ \ ( I l IIII �JIII' ( 1 r J J \ 1 \ \ I �/ l \t\\11 / I )IIIlII J 1 1111 l/11 \\ ) \l \ \ ° r / ' .I - .. _I If -c- `IIIlII '1 I I I _)l ` /1////I rJr 1pl�lj \ \ 1 \ y� )/\rJ///rl 1\/ � \r \ 1 ( :•:':�:: r1 j r � / 1 C_` _ , �/r //,' / I 1 1 FUTUR\6.JQ0TUO SGHO�E10 STTE`\�-' I1,111 1 j'\� Lll 1/I Il 1 I •.'.'L': +\ \I +5.0 ACRES` 1 j III I \\ l l l l \ j l\I I� `w �/ I �\ -�� < o\ ✓ I f 1 ) I 1/ / I 1//IIIII I I It11111I I I I( Notes: u ALL WATOI STStEY wdoc SI W IN ALCONDANLE WHH UMVI..VIN WATER ODTR ILT '—FIGATIONS . DETAILS FOR TIE INSTALLATION Of WATER LIMES r AT.RTENAHLES' z ALL SEWER sriTEM wp6c SIMLL DE N AGGOIIDANGL W11H TE STATE OF VERMWT —1 AND TIE CITY OF SOUTH DUMLINGTON PUDLIL WORKS—11FI-TIONS 51 — NOT TO - USED FOR PROPER- GONVEYANK REFER TO PLAN$ ENTITLED TT 2 oVERM1 M Mr ND T 2 LOTTNI6 R r soU ALA6E Tm OJSVO PREPARED DT G 11_ EN611EENIN6 ASSOCIATES. NIL. 1 / / I / / 1 / , 9• GRAPHR �,C ll V / / r /r y / / +` o SOUTH VILLAGE PHASE 1 nux 2 DRE.AA00\VN GAROLYN E. LONG REVOCABLE TRU5T ,'11'II\\\\IIN/F II 1 1 1 1 1 1 i J 1 / . -. . ). IMON n. \ i-1 •�•\••• \ s y f I L S 1 I I / . I / L T' �� • SiOItIAVTATtFt • l ! DETENTION'V A'MSL ir I 1 I _ SINGLE -FOOTPRINT GARRIAGE STYLE UNITS I. 2, S. 6. D-M. )0 AND ST • 11 In DIXIat'FOOTPRINT" UNITS 0 , 1-W. AND 20-Y 26 UNITS TRIPLEX 'FOOTPRINT UNITS M-S6 • J UNITS SINGLE FAMILY LOTS 06-55. 51 AND W 20 UNITS NUM_ IT WILDINGS 61-�, D WILDINGS W/ 10 LNITS EACH ]0 UNITS M.LTI-UNIT WILDING 11-T1 M )MIT WILDING) 9�jZITS T UNITS Owner & A,00licant SOUTH VILLAGE GOWIMITIES. IG/O RODIN J ERS FO. DOX 2266 SOUTH WRLINGTON, v OS401 NOTE1 -15 RAN DEPIGn TIE OVERALL PROPo,W PYNSE 2 PRELIMINARY PLAN THE CONTRACTOR SHALL N-FY "DI—' AT LAYOUT WITH UNIT STYLE REV1510NS AND1-EDD-qG-SAFE PRIOR TO ANY ERCA--ION. I ATW WETLAO5 M 20O MATING. SSSS\ `III Sf r 54" IN �= � �• 'blsleB \�� FANS/� i i I w•`� ` Location Plan SOUTH BUKLINGTOR VT 1"•200, _-_-� Legend PRo..EGr DaRDMr — PROPERTY LIME ------NO--------- CONTOUR LIM 1 JS.&5. DATUM I �— MOPO%D FINISH 6 AIX CONTOUR 0 EXIST IN6 IRON PIPE 0 -5TING CONCRETE NOMEENT IRON FIFE (TO DE xTl ■ GONG M MONN IE T ITO DE xT1 m. urILITY roLE EXISTING ELEGTRIG/TVRELEFFp/E LINE p— xWER LINE • — - WTORAIINE ATI R INE )� EX15TIN5/PROPOSED IITptNIT SILT FENCE Zoning Information PMCEL la- X 0-ONMO D2u.E ACRES) nMx TWOS (17.75 AGRESI - EXCLUDES LOT b 1132 AGRE51 PREVIOUSLY INCLUDED AS PART OF rHAx TWO OVERALL AREA ZONED SOUTH EAST QUADRANT-NEIWOOR1k)OD RE5IDENTIAL MQ-W Ovum. mIVIL Two M*MU_ M U11T5, 19 ).NITS NASTNASTFLAMED MO ncrosED tI -uMn eI-11 SOUTH VILLAGE MASTER PLAN RECONSIDERATION APPROVAL DATED LID/061 AFMOWS 11E FOLLOWING WAIVERS. FROVII E TIE APFLILADIE SOLTIEAST QUADRANT ZONING DISTRICT LIMITATIONS OF DI WILDING (AVERAGE AND ] % OVERALL COVERAGE ARE WT ,"v,! A6 . SINGLE FAMILY MAX. WILDING COVERAGE MON DI TO 4A SNGLE FAMILY MAX. TOTAL LOT COVERAGE FROM XII TO 62 MA.TI-FAMILY MAX WILDING COVERAGE FROM W TO SOZ MLTI-FAMILY MAX TOTAL LOT GOVIIMA E FROM 002 TO 65Z LOT SIM- SINGLE FAMILY MIN. LOT 5 FROM 0.00 SF. TO 3M)00 S.F 5ETDALRS 51NGLE FAMILY FROM YMD SETDAGR MOM 20' TO IVSINGLE FAMILY REM YARD xTDAUC FRCP TO' TO DD' FOR REM LAK•J MA.TI-FAMILY FRONT YARD SET 15 G -OM 211 TO ZY MA.T1-FAMILY REM YARD xT 15 G FROM 50' TO 5' MAX WILDING IE16HT, b FT rITCFED ROOFS 3 FT 11AT ROOM II1 AGRIGULTURAI - _/i� I.'r / A \It /1 SEACtE - - _ 53 • j• kl f �i //� �/� /�/// / 1(�� A-�I-t -1-?_.I I I I I NOT\DEPENDENP PHA5I141 )'' �/ ,./�/ J / // / / t� R3.73 AGRE5 _ . 5' WIDE ry \ 44 � / �\ /�� lv�/ � 5Y i� \\`'� ! � / // // •/• •/' 1 I � III / I �� /a� ) I •; ',`�\ �' �/"_ �nrr -.• \� __ � tee' 1, / i / I/ // GiJA�s'f►utE� I \ (\II � ( / / \ _ +Y3EiL�N�5 _ 1 \ \ \ II I ! \ \✓ j \ TRAIL \ \ 1 1 i I', I l I •/•. r. I / .7. -1--•r 1 / / f // < I / r1\ / .) . . 6 / I I 1 I \ / I / \ I I Location Plan -- \ \\y�\ �a7 Q l�� / / - ^Y — -1 PP �C� \ / I . •\I\ . . . • . . SIXRN DIALIN&TON. VT N.TS \If ) 5' WIDE . r .GLASS TWO SIDEWALK . . . WETLANDS - / ! I /PROVIDE 44" SpR\ 3 1 26 \ 27 \ / LF7 5TU/ \ \ • . 1-. . . . . Legend WITM END jr-Al"1 A\ 8 I /b.N ' U.P / I\ - \ - AOVIPE 8t GATE 1 / V\/ ALVE'AND 8"l5 MOCT MARY O.Ik 55 LFPZOVIm8" 1 OR 3 1 WMOMI LINE ATERMIAIN STLp PVG X1E0 LUD 1 I I / F I _ -� �/ ` �- I TRAILI WITH END GA1PP A 1 5V 0.005", A I , / I l l I _ SETDACK ,\V�(�- rp_________ LONT0IR LINE 1 U—S. OAT I IL` \\I 1 , I //// / / ! \\ \'\\� / / - • - MOFOSIo FINISH °rsnoE LONOX E%15TINa IRLONLRETEE AgMAEN El IRON FIFE (TO --11 /f) g 1 I // / 1 / (j l--'� . . . LONaRETE 4oNU.ENT TO M %TI \ \ GAR>f'�I•L(. �C41.F,_�/I•j /7 I I / I I �� I \ UTaITY rOLE \ 1\ xs \M \� --_—_J \\ (/ /) \ \) W ///I}� / �r ' I � ( ) / \ v _ _ - E STINv ELMMIO/TV/rfl.EflgNE LIW In WraRW1NE nTERLIW ExISTING/rRor W HYD W SILT FENCE If n 3 / ; ; Zoning Information r / • • • • , rARLEL IW RAP°]E I— I4AT! AGM) - E%LLI LOT M \ \ \ \ I I 1 I I I \ iva F TV,O rREVIo1_ A INLLwED As rnRT of \ \ I 1 I r - p I 1_ rNASE Two ovFJeAi.L AREA 3 F� I I I 1 I /\ zoNEO� SOUTH EAsr QUADRANT-NEIW1001t11p00 RESIDENTIAL ISEO -nK) \ / I oonrcY. PROROSED )PHA�ETORMWATER . . . . . mA5E TWO MAxIW IS HITS 1M MITS MA5TEK r ANNED l I I 1 - \ 1 TENTION AREA / nxorosED. LWLn-carts aI-+s /TWOI LIMITh 1 1 t IR ER �'O SHE T 51 i souTH v1LUGE MASTFn n.AN RELONsIDoeATlw AmcovAL DATED I / /I f OR AUDIT N • • • • I ~ • 2/10/06l A OVES THE FOLLOWING WAIVEX5, PROVIDED THE AFM_ILAMK 50UTHEAST QUADRANT ZONING 015TKICT LIMITATIONS OF // /// ///I / / I\ ) , \' \ INOKMA IONI . . . . I - 5% MILOING GOVG " AND 302 OVERALL COVERAGE ARE MET \ 1 1 I 3 -- I / \ -� \ / ! / / / 1 / 1 I I 1 1 , / SINGLE FAMILY MAX d/ILDIN6 COVERAGE FROM Dx TO 1]x 1' / I - - - - / SINGLE FAMILY MAX. TOTAL LOT COVERAGE FROM 301 TO aLL / , f AGRIGULTNRAL /' / I / / / f / / �' (II / 1 I_ I / / e_ \ 14 L I -FAMILY MAX SOLOING, COVERAGE FRw Cx TO 50% \ I / n`\ -/. . WLTI-FAMILY MAX TOTAL LOT COVERAGE FROM 3W TO W'f OPEN SPI.O t % ' I /1 I I e I 1 r -' LOT $In- / EC / I / / I / / / ( / / / I / SINGLE FM111-r MIN LOT slzE FROM O.00 sf. TO 3400 sf I I NOT DEPENDENT ' ON PHA5ING \ \ \ \1 \ s14.67 ACRES I ( 1/ l/ / (- / / i �/ I I I 1 / . . . . SINGLE FAMILY IlZM MDYAJIETO CKK Flew zO To o' I \ 1 \ \ /� / / / 1/ \ \ \ I\ 7 I \ / �� r Ica :FA FAMILY FR NT rAMieDD xt°A15� "OMJOM TO U FOR RENe L.WESI -�"�T / ) I WLTI-FAMILY REAR YARD SET DALK FROM 30' TO S' \\ \\ \ \ \ � \ \ \ \ `\ _ � _ I / 1 1 \ � � \\ \ \ \ \ \ \ I / / / � 1 , ) , I � ' �• • MAX. WILDING FEIG— 10 FT IrITLNEO RO°FII 33 FT fLnT ROOFl Notes: /\ `\ �\ -\ \��\\ \ \\ \\ \\ \�\ `\ I 1 1 / I (// / 5 \ ( 1 • •I��\ N ALL wA— SOTEM WOxK SHALL EE IN r / 1 I \ 1 /—� `� ALLORDNILE wITH LIMMLAIN LAMER 015—T 'SFECIFIWTIONS . DETAILS FOR TI INSTALLATION OF WATER L— . AF L T%ANCEs• SYSTu w S w M IN LI ` nLGORDNILE WITH ME STATE OF vERMONT I—S AND T.e CITY OF sOInH—INGTON nex.Ic —1—111CA FLANSr1oNs. / 1 �I ' -- \ -\ \1 / // -_i I II 1' \\ 1\ I\ �( 5 / I \ (/ • m n.NOT TO eE usm FOR rleoreRn TO rLue ENTInID 7HAx z \ mil'•—`\\LLAGE FLAT' A 'M x a LOTTING F-AT' \ swrH I // / \ 1 I I I / -I VICOMIM1-1. LLL. OAT- .13v. RP Rm /� OT CIVIL E.wn-1146 ASSOCIATES. INC. - Owner &Applicant THICONTRA-ALL501TH VILLAGE COMAMITIE5, LLL 3 YTRAIL I - - - I-MB DIG -SATE PRIOR TO ANY EXCAVATION. GLA55 TWO c' IC/O K.I. JEFFER51 W7~TLAIQDS Fo. Cox zzea \ /1 A � _ ��-• / // // \ // /' 11 '\ 11 I //I/ // � / / /, I �N`\_� \ � \ � /// sourH ewN.lrr rw. VT m.w7 le \ \/�-7— 1 I \ \ \ SOUTH VILLAGE R fi : � F.x.L C3 Mlnw�c°xom, °L4� GOMMUNITIE5, LLG ` O'LEARY-BURKE SPEAR STREET SOUTH 6URLINGTON. VT CIVIL ASSOCIATES, PLC PHA5E 2 `�� 50 SCALE PLAN ( �'---B ' SETAIL. '1 \I I4L_, • 5YHDi` .61 ./ 1 , , \/ \ GB %�1J/ \ ` / \\\\\\�ST / '/// ;// �SEE HET I 6 ,_! \ 44 -,I I /I LLeryend ; 1\ ,,-\\ . i / ,!\/ i y, I DETAIL. T. 5.6 OARY ------- - PROPERTY L -- -_ SETDALIt '//; ` v; _.\ -�1_ GB`II ' ' ' __-\-\ , /�il\\ wit \ \ / \\ I _ ,q___ ___CONTOIR LIIE 1 U.S.GT.M .S. DAI -1� PROPOSED FINISH EISG IRON PIPE \ \o yD CO CT Imo) // / / \ \ O _-\ \ / I I / \ \ TYPICAL CUSTOM SINGLE FAMILY ACTUAL 51ZE • LOCATION ,/ \ /I / \\ �//• \' CD •21 I\ \\ C■I I EISTINGEOT KON PIRO p" WIT X la\ TAPP VuINY OJ. S� IWIHIN ENVLOPE) WILL DEQ Y 1 \ \ T/IRPi-• OEFENOET IRON PROSPECTIVE //\ (/ 7 PURUUSER ^ \ / / J / \ LCNLRETE MONApIT (TO AE $ET UTILITY POLE - - E%ISTING 1 I I ( \ \ \ I \ •r• \ . . • • \ \ \\ \ \\ \ \ \\ \\ \\ 1 • \ \ \ 1 \ \ • /Y\ i' X/ \ ` 1 \ \ \% \\ / \ l \�\\ / /1 L// 1 \\ �/ F / /\\ j ( / ✓/ \�(\ \ Q.ELTRIL/NRELEf1gIE LINe �.: sEwER uNE , • I • \ \ 11. 0.ADSI 7H- ) I \ \ \\ \ \\ \ \\ P / I I \ \ \\ \ \� \ f \ / / \/ \ / \ \ _ / / / / / / LD \ MAINTAIN MIN. q' S r&KATION 1 �•-'�- SrORILINE +' WATERLINE WETiA1D \ I \ 1 Y ,I / / \ \, I 1 \ Gb ` \ �.... �/ 44 RVVICZ5 WYP R . SEWER E%ISTIOSHYDRANT NG/PRMF1') ! 1• / / \ I I \ \ \ \ I ' I\ Il \\ ` \ \t /' \// \ .a� '/ I\ / / \ L I �(� 1 AGRIG TURAL \ \ L/1- / , �� SILT FENCE 1 • l I / < I \ , , I / l \ 1 o. • 1 i d I I I 1 I / 1 V �' f \ \ \ �f / \ \ OPEN I Si1'AGE I\ I v A' / \ A V I \ Notes: 1 I ; \ ; I\ , I I C \ I \ / ( I I \\ \\ I vv NOT DEPEN'j,�'1,ENT v a'y\ `\: / // / _ / -�� \ ON PHA ING / eo4rrETMR wAxrFn \\ 751 MYD. P7 5 1 t r\ // SERVILE IT \\\ 'Y \ ISEE DETAIL. 3.73 AG(tE5 / U ALL wnTu >YSTEN woRK slw.L a IN ALLOIIDNGE WITH -AIN WATGL DISTRICT 'XEL✓N:ATIQA ♦ OETAR> FOK TE INSTALLATION OF - L%Es r NPucrENw V 2) ALL >EWEK SY> WORK 51MLL DE IN\\ .� 1 I I \ \ I I \` TI \ 1 1 1 I , \ l � 1 I 76 \\ \`` '\ \\ ♦ \ /'® \ \ / I , I � / SHT. DI II \\ \ \\ ♦ / 48 \ /• / I I \� \ \ �� /// / \I\ `\ �/ ACCORDANCE WITH TIE 5TATE OF VERMONT E'R'5 AN, TE a aF > d NGTON H G I 7o I _` {n 1 I \ ( AGRIZML.,TURA6\ \ `\ \ \ - // \ �. / \ •� \ \ / L / waKKs >PECIFbArNXB I \ 1 , OPEN 5PAGE \ \ \ I \\ 1 \ \ \ \ / 'o ' \ \ \ \ •d / / \ \ \• v IT.ANs NOT TO x usm FOR neaERn LONN[TANLE REFER TO RNA ENT ITID YTv ] O-LL PLAT' No TtHnsE 2 LOTTING PLAr Bourn 1 I \ ` _ I I \ NOT DEPENDEN'K \ \ \ I I I \ \ \ \ \ ON PHASING \ `\ \ \ 1 1 \ \ I \ \ / i / 46 / / / - HYD..3 I \ \ / i\ / ISEE DETAIL. 1 1 / /_ \ \ \ \ -_-- / \ I / ` \ SHT. 61 PROVIDE m GATFJ �� OVIDE 0• 50R 35 PVC, X 50 LF STUD vILLA6E -.T... uc. D - PREPARED AY CNK ENGIEDUNG A -.A-. INc. I \ I ) 112.67-ACRES �\ \ \\ \\ \\ "i' \ \\ I\ \ \ \ / � � // /�\/� � ��', `� \ \/VALVE AND 15' C,L b2 \ `1 5: 0.005 1 / V / * 1 rvc SEWE16 ,-\ �/ / I P.I. X `{5 LF \ ITYP.I \ LD 47 / 1 \ ` � WATERMAIN� STUB � \\ \ WITH END\GAP \ \ CD .] \\� I` •, - 1 PROVIDE 17' SDR 35 PVC, X \� \ \ \ i \/ WIPROPOSEDCURCED/ I / I/ \ / \ \ \ \ \1 PIALIIC _- IL� 20 LF STUD WITH ENO GAP 1 I I `- \\• \\ \\ \ \ I ROAD I I � � \( - I 1 11--�`-_�_• • • ( \ \\ \I I/ 1 / / I Iw 37000 • 1 I l I l\ \\ ``V -!�/ _ \ / �2 WIDE PE TRI MEA MENT I I 1 \\ TO \CITY OF PUT PURL�NGTON /) 1 11 �I III• \ / \ ! I I \ I \ I I�INv. sw GR.\PHIC SCALE - \ IyV. VUT• �e1CT]• • 1 �\ / \V � I I HORIZONTAL 56ALE: 1" 40' 390 1 IN TrTT I I Inc11 H N It HIGH POINT ELEV bS.S9 HIGH HIGH POINT 5TA • H•07.7] rvl STA U•7] rvl ELEV 36000 AD -560 K 17.a] LD •4 LOW POINT ELEV b2.0] POINT MXV 3p333 LOW POINT STA 17•90 HI6H POINT STA 19•37.90 PVI STA *-00 FVI 5TA M50 PVI I!"V 3BL75 PVI ELEV 364.00 3 Q IOOOO VL = J y HYDRANT Ia SEE o,TA,L, ITYP. DI 5W n Q SL K q0. R 00 VC R Q R Y [ K q0. .00 VL •3 IrYP. r N 790 D � 77p j M 5TA. - � RIM• 7 7{ SEE - TAIL. SNT. DI b]5TA. w -- // - II IN i° 1Wy J F - > f - 14 NI STA 23.00 b5 LOW POINT i;--1 •b.91 U•Oo RI PT LT bl4] E%ISfI lILADE_i FI ISH_ ORAOE -L 6• 3 t Tij �jj ° �M �,j A' C` PVI J7]9] PVI STA ID•50 0• INV IN, 37660 _ "- - _ - - = Cx15� - _ - - - - - - - RIM. 3 D• INV IN• 3 HSS 3.03 IHYORANT SEE DETA 4 IT'T. . SHT, 61 -]�0 NI EL 370A1 6• INV OVT. 37D90 _ TArU•7]. 6 LT \ -- - 6• INV OUT: J 2.93 K 7 I A.D. 6.30 D• INV. OUT 375.00 RIM, ].q � - -• \ - - - _ iMH qO VL K 7.94 I / / 6• INV OUT, .IJ �.1� - _ - _ ` ` _ - 5TA a ]0, %5 .R, O r90. VG / - - -. _ _ _ -- RIM. p• INV IN• 316. ]0 p1 n LD .1 I .6a. 1°f L I - - ]_` p INV OVT, JOQ`I_ f STA. a RIM• ] S / / / / JT• 7' WA O ` _ o ` ° 6• INV 0• INV .1'I IN. 372.74 R n 3710+ A f` 2 M /,�p•� / A. y C.o. .1 L.O. u 7) �� - e• 1S FVC \ IY INV n n IN. 3o•L7] ^ I* RT STA 14•q.]D. Ff RT - L "� 3' O, 4 _` 6• INV. OUT. 36t6] - J J 315 i.1C (aRI' % 6• I I9t- 5 COVER. b]AO OVf. ba.00 6• I 3UT, 3 OUT, ]D100 _ p, N'A \ w - _ I4.04.92CO C.O. 5TA. E4 Hq]D. M LT K•4 RSTA. TA I7.90. TM IYSOK 3] PVC 33 \ 6• I CO0URT COVER.36].00 • I . OUT. 37•LOO INV RININ:3736p.16I96 6• INV IN• Y75.1 5TA. M•W. 6.4 RT SOR 35 PVC > \ \ \ 12' INV. OUT, 374.0 RIM. bJ.07 \ J70 6' INV IN W INV OU 376.22 376.12 � , 5TA. M• - K LT fA .2 �] LO .6 0 I 17 OUT: b0.04 IN,J73.10 STA a 97. FT Ri RIM,376.63 Qfj �• i STA 11-75. Pf RIM• 37545 T STA 17.90. RIM• IT LT bLN A. M•25. PT RT 1Y OVr. 37100 6• 1 IN. ,YI4.0 44 IIY •1 IL SHT. a C 6• INV IN 371 IT INV IN, 3 S 0• INV IN• 1Y INV IN• 76.61 74.3-1 0' RIN• 36263 NV OVr• 3150.04 0• INV 1Y I T• 374.03 IN• ]7L4D b5 TIT 5TA. IN7] PI RT 1Y INV. OUT, 0.75 _ _._ 1Y INV OUT, 74.29 la• INV IN 31146 NV. OUT, 371b D• INV. OUT. 37L35 M• .4] 6• INV IN, J 2.6] O" IN IN- 3 .00 3� r 5TA 2.17. 1Y LT RIM• J76.6] CDf9 5TA 23.75. I9 Ri IY INV. OUT• 3 0.50 6• INV IN, 374.3 RIM, 36Y76 6• I OUT,37403 6' INV IN- 367M 0• I OUT, J67.D 360 1Y INV IN,37L46 1Y I OVT. 37u 121 • NV IN 363,66 6•DINf OUT, 36156 N - - Op n fg 'Vo inn. n� m.rn n� OVI oo $o NP` �Fi �O Q YR N.rl 3r ^ 55 q•00 �` 11.00 12.00 %i� .Q n^ no �i' I]•OO 14•00 D•00 �0 9,� 71 A :R 16.00 17.00 Ie•00 M•00 20.00 21-00 22.00 NORTH JEFFER50N ROAD 23.00 5TA. 10F00 - 23+00 PKOFILE �TIIIUT, R"oa HORIZONTAL- SCALE i' 40 •` el r�'o A SOUTH VILLAGE Owner & Applicant VERTICAL SLALE� I • 4 . � s � % �, °`oacA co "" o GOMMUNITIE5, •.W LLG amz46 O'LEARY-BURKE 50uM VILLAGE L01Y.,NITIES. LLL o°D015 � I 5PEAR STREET SOUTH THE C,!.-AOTON SHALL NOTIFY •DIOSAFE• AT CIVIL ASSOCIATES, PLC 'f 1-eae-dO-sAFE PRIOR ro ANY E%uvAnDN. r• ♦� DURLINGTON. VT zO12�sse NAM SIRRA a!N SOUTH I%K_INGTOIN. VT 0]107 QISKB �e PLAN + PROFILE AA„��I� 5AN••• NORTH JEFFER50N ROAD 3 '•"AO 5TA. IO O - 23-00 \ Legend • / B / CB tlJl� �\ �\ _ _ �� - /�- �- // t9 (SEE DETAIL. MAINTAIN MIN q'/SEPARATION\ s \ SHT. 61 _ 4 __- BETWEEN WATER ♦ SEWER • ----- PROJECT ,w'DARY / _ r SEE rUAP - -/ SERVICES ITYP.1 -- PROPERTY LINE 4� / / / ! - / STA. INSET / � _ ( • �\\\�-\• - _ _ LL S TWO SETBAuc - / \ ) • 1 \ 30 .� �• 3 ` ' \ WE rLANDS ` --____ ---- -- -- CONTOUR LINE 1 U.S.G.S. OAT MR 05EO FINISH GRADE CONTOVR 1 •\-/ I / - � � / / \ - ^\\ \ • //-�\ /' // /5MN tB r, / � �.. � ` --_ - _ / / ' J \ ^ �I GLA55 TWO \ \ C EXISTING IRON PIPE O \� \ EXISTING CONCRETE NOMIMENT DEE DETAIL. CD t + I ^ / /\M7 / \ • IKON rlfE (TO ISE n SE SHT. BI \ j I ` r ^ ` - \ • /� CONCRETE MON4QIT ITO ISE SETT UTILITY POLE - - / / / / , I - I • 'L • 14 \ \ \ \ - I '� " E EXISTING ELECTRIGN/TELERIOIE LINE I _ -- , 5) SEWER LINE � STORMLINE OAS �� ~ \ L• / - - ( / --/ \\ -• WATEKLINE MARSH ._�`1 ^__/ I-/- �.� _, - tir_ / i / I \ `\ -D. t7 DET, IL. \\\ )� EXISTINGRROfOSm HYDRANT ' ^ / /" T c // / r . _.....-__- • SILT FENCE w--/ �� w ,n / / / / / J • A \ \ - 35 / - Q / A rRor,1DE u'A6' B t30 _ - Notes: y / / U ALL WATER SYSm WORK SHALL DE IN ALCORD,wCE WITH uuNfLA N WATER DISTRICT l _. _ 33 R 1 / - J _ \\ i / I 1 - - �+� - 3-7 / / 3/4' TYPE- - "XEL f�ATIO� r DETAILS FOR T1! INSTALLATION J .' / - - %/ - / _ 32 / - - \ / / GOPrIX WATER / SERVICE ITYP.I `\ - Of WATER LIKs . _TENANGEs• p5 ' ^ I I I - -� _ / \ / _ l I I / 21 ALL SEWER sYSm WORK SHALL EE IN \I - \ \> / �4" / 31` / ACCORDANCE WITH THE 5TATE OF VERMONr EPR'S AND TIe urr of swrH 6lRLINGTOx PLeLIc p - - '`i PVC SEWER II O _ _ \ / 17rP3' / / PROPOSED 26• J]vJt9.l2 � SOUTH VILLAGE aRRs-111CATIONS. O 22 I -- / /SERVICE y / y// _ / - WIDE NON-UIRBED \\ �T �. \h'C PHASE Ow l 11 RANS NOT TO 6E USED FOR PROPERTY ' \ // _ /' I _ - 1 J - - / / / � -I 1- i / PUDLIL ROAD- "T \ • LONVEYANLE REffJE TO PLANS ENTITLED T ,E ] OVERALL MT AIO Yr1ASE 2 LOTTING MT' 1 _ _ i � - _ � / / - - ' \ \ / / `_ LAGE VILG-WITE5. - DATED O/3VU 1R 0 _ _ _ / 8 --- // G.O. tIi EXISTING 26 WIDE 6Y CIVIL ENGINEERING ASSOCIATES. INC \ - r I- _ _ - / - - ` - - - - - _ - J / / II\•T1 _ t- - CURBED ROAD / - ' ./ //- L /-�-�� \_--- - - - - - - - - - - 4' SOR 26 PV\ FM GRAPHIC: cB #22 �B ,y'� _/' �c--'� _- - - - - - - ->�, `--- 5r� s`�Er. b 5 PLAN HCALI: - / -- �%' F. n - _ / _ _ B G-900 PVC _ - �y.[ _\ ,.. SLEEVE FOR F.M. / % HORIZONTAL SCALE; I" 40' ` . \ d /'T/RIL \ /' CROSSING / �\ \\ VALVE PIT ISEE SHT. / / _ 6' SDR 33 PVC 27 - /' PUW STATION II �•j ISEE IT. 91 r------=---- -- -/ PVI 5TA 370 5 --� - / PUMP STATION INSET AD - -3.50 fl K- I US i21 \ 25 \ _ V - HORIZONTAL SCALE: 1 • 20' I NOTE: SEE 9 FOR PUMP VG Q \ j SHEET STATION ELEVATION INFORMATION p I t#5 n 360 C.B 421 A • 24-25 SEE SHEET 3 5TA. 2 yWI RIMS J 64.67, LT 5M ELEV 367. J60 J 6' INV N'5.50 IN, 372.74 yr '1 AK - 6' INV OUT- 372.64 n I ••15.16 r \ 12" INV IN, 36475 a0.00' VG D' NV. OUT- 36465 J yl �, n _ HY t7 ITYr. tj n 1? LOW POINT LEV • 366.24 SEE AIL. SHT. 61 375 \ ��Giil LOW rOINr 1 TA • 27.34.21 G.O. #II PVI STA rVI • T -50 366.0 . ra COOUc 370.50 'm AD. L46 STA 32.75. 6. RIM: J LT 6' INV. OUT: 370.'A \ \ \ SM1 t0 TA 14-03. 6 .. LT HYDRANT •5 I SEE DETAIL. YP. 61 K 41 5TA 5M4 t9 .70.00. ft HYDRANT t6 I SEE DETAIL. SH YP. BI B" INV OUT- .% .94 \ RIM• 36404 J 1WO J 1` a0. VG _ IM, 366.5 - 6' INV IN- 363.13 Zi SMi 07 Q y 6' INV IN, J6TA2 _ ---� 370 6" INV WT: 3.23 5TA. 25.3J. 7. Li �. 6' INV , 362.72 - - --.-- Q \ 121 6' INV INS 6' INV OUT• 340.07 61.17 370 -'050E FI I O_ 365 - - .I. WA MAIN G.O. 417 its 6 CIS 0-4 \ D' RIM 36622 -- - - N LT 373.00 5T 1N75, 19 RT RIM: 36476 35 PVC D' _ - - - - OUTS 359.53 _li !DR 75 VG _ 4D C 6' INV. VER. E"D T• 37050 0' INV IN, 367.25 L.' 5• �� JS NG - - - - - - - - - - - - - - - - _ - - O.O - - - GB D 5TA. 32.25. RT t 17 6' 1 121 D' OUT, ]67.D NV IN- 363.66 _ - _ _ - - - 5: 57A JND. K T RIM• 9.63 5T STA. 32.30. RIND J70.06 H LT D' OUT- 76J.56 - .7 S• 0.006 RIM, J66. 7 6' INV IN. 6' INV OUT• 7.33 7.23 6' INV INS 7.57 6 OI. 360 4 6" INV IN: .766 lA #22 STA 29.75, FIT 5TA 29.75. ET L7 12- INV IN, J63. 1Y INV. OUT .DD 12' INV. OU 365.02 .760 STA 23.75. R IMF ]69.76 L7 B ST #30 %. 415' LT LD EII CD •12 RIM 6" INV IN • 7.42 RIM 0' 367,42 NV IN- 364.92 ' INV. OUT, 363 9 n b' INV INt 36 .25 RIM 406. 366. 7 5TA 27-34.2 rf KT STA. 27.34Z4 RIM, 365.43 LT 6' INV OUTS .92 .62 6" NV OUT, 364.62 n n 6' INV OUT 115 6' NV 1 • 36J.45 RIM' 365.43 6' INV IN, 367. 121 O' INV IN; 3.17 IY NV. OUT 363.37 D' INV IN, .9D 1>I IN IN, J6J.D 6' INV. IN, 3626J D" INV IN. 361.35D' INV. OVT J.07 Dy INV. OUT, 3.66 D' INV. T 363,05 121 D' INV IN 361.6.3 D' INV. OUT, 1.73 IS' INV. OUT 36L55 ._.. 23.00 C�q STA. 1 .00. 4 RT RM- 366.51 IN, 6 I 364.01 6' INV OUT, 363.91 121 D' INV IN- 362.65 D' INV. OUT, 362.75 350 350 N �i, 'NO cn Or „,, t,R p O n^! N- R q O nr rt!O an QO Y h Y RR g R „Or 00 n; �O �oO o Rr R R 24.00 25.00 26.00 27.00 26.00 29.00 30-00 31-00 32.00 33.00 34.00 35.00 35.4412 NORTH JEFFER50N ROAD 5TA. 23+00 - 35+49.12 RuntE PROFILE III rf,,,� °"oNDA o AEaN°wA.wc . Km4.awr SOUTH VILLAGE Owner & Applicant �% HORIZONTAL SCALE T • 40' :�� >°'� moo' 0'E'"` COMMUNITIES, LLG '°EA w oecA VERTICAL SCALE: 1" • 4' cv P �II'EiiRY-BLaKE SPEAR STREET SOUTH BURLINGTON, VT SOUTH VILLAGE COI TIES, -1 ROBIN JEFFERSI Sul THE CONTRACTOR SHALL NOTIFY •DIOSAFE' AT % �� zJ,-. CIVIL ASSOCIATES, PLC _- r.o. BOX 2]66 10. ' ff eR,,,� \� 1-088-DIG-SAFE PRIOR TO ANY EXCAVATION. �F, owe PLAN + PROFILE sVE[rE SOUTH 6uu.IwrorA vT 05407 ; I'" �JSrx KI v I NORTH JEFFER50N ROAD '/0� IIITAA` 4 -aa - 5TA. 23+00 - 35-49.12 Legend -�� PROJECT DOVOARY - - - neDPele7Y LIRE - ----------_ __ LONTOLR LINE 1 U.5.65. DAT1,M 1 - -�• PROPOSED FINISH GRADE CONTOLR O ER (STING IRON PIPE O EXISTING CONCRETE MONIMENT IRON PIPE TO DE SETT ■ CONCRETE MOMIMENT (TO DE SET) 'n. E UTILITY POLE EXISTING ELECTRICITVITElERnNE LINE �® R SEWER LINE STORMLNE WATERLINE SXISTI%?ROPOSED HYDKANT LT FENCE Notes: O NL WATER SYSTEM WORK - DE IN ACCORDANCE WITH CIMIf1.,SIN TEK D15rItILT 'SPEGIFIWT IBM . DETAILS fOR riE IMTALLATi- OF WATER LRES r AMIRTENN I' L ALL SEWER SYSTEM WORX SHALL DE IN AGLORONICE WITH TIE OF VEKYONT EPRS ND THE III Of SOUTH DLRLI%TON PIALIC waRXs srECIFIc.rIOM. JJL ET TO DE USED FOR PROPERTY REFER TO - -I- TSUSE ] oVERN.L PLAT AND TSMSE a LOTTI% MT SOUTH ILLAGE G01Y.NITIES. LLG. DATED n/JVU fRlfAAID DY LIV IL E%IIEnU% ASSOCIATES. INC. GRAPHIC SCALE twrn, umL In 1 Owner & Applicant SOUM VILLAGE LOMM,NITIES. LL. IL/o ROBIN JEFFERN P.O. DOX TT66 50UTM DURLI ON VT 05 01 MAINTAIN MIN 10' SEPARATION BETWEEN WATER . SEWER SERVICES ITYP.) SEE SHEET Y\ I \�/. rRorosfn T6• - 22 � WIDE NON-cuteaD PUDL IL ROADSMH 5EE 5HEET 6 J 1 // \SM1I •( T�,�MT. 61 i J _ --� -_ _` - B 1k-`EE DETAIL. HYD. F DETAIL. A55Oc o ETLB CD 032 .a ` ; \ 17 O CD NI 16 f6R'�V 11\ I \15\ 314 TYPE ` y -COPPER WATER _ T EW♦ \ \� PVG SER \ 5ERVICE (TYP.) L. / SERVICE ITTP.1 \ --\ _\ -z \� W WETL NDO GLA55 TWO \ I `/.....•. WETLAND b \ � /y � �� PLAN ' v_ � �•\ -\ � \ _® HORIZONTAL 5GALE: I" 40• 1 37 3& SMH •7-\ 5TA q.OT.59. 6.'5• RT RIM 367.02 ITN 6" INV IN 36LU 6" INV OUT J61.07 36( L L 3T.. I 35< i rCID 630 I STA. pM5.T4, H RT !A -HYD. E9 (SEE DETAIL. 5HT 61 \ T TYPE "K" COPPER WATER 5ERVICE IT' INV. IN 363.15 SMH PIS 6" I OUTS 367.T6 I IW IN• ].6 5" "0 5T D.56.64. Ct 15" INV. OU 36J.05 A IT.75, 6.5' RT RIMS 369.99 GO !D 15 ITN RIM- 36&41 " INV IN- 362.74 ITN 6" I p' I V IN: 364.0J OUT: 363.93 57A. 16.W.70 RT AIL. .Wff 6" INV OUT 36204 COVER 36 'S0 . 61 6" INV. OUT• 36 99 CD !31 A RIM• .367.5 FI 050 HOETAIL.- _ IT INV. OUT .5 M. 5, %fr. 61 p• "aOR b PVC = _ PP- --- - 7i L•7/ .67 5. 0.004J WATERIA IN p" GL 5T D. WATERM.AIN p �R J5 PVG •T6 66' S• 5 -i !T6 !TS C. 14 LT - - _ STA. 6.7It 19• LT RIM KI L22 36IN, - - - - - -EXIS TRAOF CT •26 RIM 6" INV IN• 366". .44 ✓r 6' r 6" NV IN, ; 3.72 66. NV. OUT; 360.6T •3T STA. u. 19 RT STA. I?•b. LT 6" INV. OUT- J66.44 NV. OUT .360.TT 5TA 10 45.T4 K LT RI • 36795 RIM• J67.55 (3) 17 INV. IN 365,79 p RIM.366.57 6" INV I 365.04 6" INV IN- .04 17 INV. OUT• 366.69 6" INV IN, 6" INV. OUT 4.07 .363.97 6" INV OU (T1 17NV I. - J64.94 64 • 3.34 6" INV. OUT 17 INV. OU 364.94 35+54 .fin d J Z IT• INV. INS 3.50 15" INV. OU 364.29 J R 17 IMV. OUT- 363,40 !TI 5 6 STA. 15.36.96 M' LT N RIM 366.9D 6" INV IN- 366.54 6" INV. OUT, 17 W.OU .366.M 365.91 ry $ or 10.00 11.00 IT.00 L3.00 14.00 MARSH ROAD 5TA. )0+00 - 17+30.20 PROFILE HORIZONTAL 5GALEz 1" 40' VERT IC.AL 56ALE= 1• 4' TYPIGAL CV5TOM 51N6LE FAMILY ME3EIE ACTUAL 51Z ♦ LOCATION (WITHIN ENVELOPE( WILL DE DEPENDENT UPON PROSPECTIVE PURCHASER 5DK 26 PVC FM. m -HYD. !9 ISM DETAIL. 5H7. 6) 370 5MI 417 5TA A.D. at RIM. 37aT 6" INV OUT- 365.12 365 360 355 350 6.00 16.00 n.00 T7.30.10 THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT I-863-DIG-SAFE PRIOR TO ANY EXCAVATION. GAL PLW STATION 1 E' STA. 10.00. M67' It RIM, 376.5 121 6• INV IN, 36-1,D e' INV OUT: 366.7 Ce P2( STA. 10.16.21. 27 L' RIM, 376.6. 6• INV IN, 374.1 6" INV OUT, 374.0. " INV IN, 37111 IT INV. OUT- 37LY GD 471- 5TA, 10-20.25, 3J.5' LT RIM, 375.1, 6• INV IN: 372.74 6" INV OUT 17264 n' INV IN, .36475 n" INV. OUT- 36165 Owner & Applicant 50UTH VILLAGE LOMAINITIES. LLL IC/O K05M JEFFER51 PO. DOX x766 _TH BI,RLINGTON. VT 0 ,IO7 HOME. ACTUAL SIZE ♦ LOGATION (WITHIN ENVELOPE) WILL DE DEPENDENT UPON PRO5PEGTIVE PURCHA5ER % 7 56 sMH E 13 57 MAINTAIN MIN q' SEPARATION / 4' PVC BETWEEN WATEK . SEWER \ SERVICE ITYP) _ \ /'5ERVIGES (TYP.) \ ♦ \ 5i \ - �\ PROPOSED 76' �// 1- F -' 4 �- �i(= -1 \\LL WIDE NON"GLRDED \ \ \ PIALIG =/_,- _ \ �314" TYPE COP.K.. lo. �'VC PER WATER / - I `\� / GO 5ERVIGE ITYP( \\H\\\ ISEE DETAIL. N - / -- \ PLAN �`- �, HORIZONTAL 5CALE: P - 40' NW&M GD 021 K • 6.53 I s Legend PROJECT DOUDARY ----- PROPER' LINE _-----___ SETA- -- ------------ CORTOLK LINE 1 U.S.G.S, DATUM 1 PROPOSED FINISH 6RAOE GONTOUt 0 EXI5TING IRON PIPE O EXISTING CONCRETE MONUMENT IRON PIPE (TO DE SET) ■ GONCRETe MDMAENT ITO DE SET) 'IIa UTILITY POLE E -ST.- ELECTRIC/TV/TE1flIKJ1E LINE SEWER LINE M STORM"INE WATERLINE -1 TING/PROfO5EO HYDRANT --- -- -. SILT FENCE Notes: U ALL WATER SYSTEM WORK SHALL ISE IN ACCORDANCE LAIN TER 015TIt- 'SPELIfILAT10N5 . OETAILS fOR TSE INSTALLATION Of WATR LINES ♦ APPUtTENANCE5' ALL SEw01 SYSTEM w - ISE IN RC P� CGORDANCE WITH M STATE Of YERMONT EPR'S AND TIE ITT OF - DUEL— N16LIC yN WORKS SPECIFICATIONS. JJ fLMe NOT TD DE USED - PROPERTY /� CONVEYANCE REFER TO M1 ENTITLED PHASE x OVWLL PLAT -Tux x LOTTING PLAT SOUTH /,5 VILLAGE -IT-. LLG, DATED D/JVD HtPARED DY CIVIL EN&I-INS ASSOCIATES, INC. .W cB E77 GRAPHIC SCALE. IN rrrT I i incN = 10 II E�' 4 p R Y 3v QQ Y J o � m HYD. 4p Q n 412 ISEE DETAIL STA. 14 y RIM, IO.Oi SHT. 61 j W 6• INV OUTS 35353 Jro - RM STA 1H00 - -DrISTI n PVI ELFV 37124sw A. 0.60 ST il U✓S0. ,rt PML3�A'1 ' < K - 156.67 VL IIIIM, 364b4 - // / \\ \ GD 473 6• IN IN• 376.0 STA n�825, IT IT YS O 6• INV T, 37D.OJ �' �' / - \ \ iy RIM= ]79.% Q} n \ 4U . 6' INV. IX7T 377.36 4 i 1 STA n�ao, (E EMS ]D •Q� \ 17 INV. OUTJ7J.57 3.52 J // OUT ✓a'`NV OUT, L] -- rVI STA 16.95.73 a \ NI ELEV 37166 j ]60 HYD. 44 /' / G.O. I 4I3 \ \ - AD • ` . 50.00 \ 76 16y1 Vc I G. € SOEE HT.6DETAIL, f �% 6 (AER7 S 10. 1V NV. OUT- 367. 6" 3'10.00 INV. OUT, 3157. \ n EI A. 14,31,11. R' R COVER, 390. 5T 14.34.11. Fr RT , 390.00 \ \ X \ - \ INV. OUTS 367,INV OUT367. \ J R O In M 4N GD 4 /U, 35 PVL yQR VIA TA. I2•25.62. 1Y T STA, E24 n�e7.», MR7 4'I• y7 (A Ph IN 367.65 RIM, 37196 }1, \ STA , K LT RIMS J6L�7 INV. IN: 3D0.35 INV. OUT, 360 6' 6' 1 INV. IN, 377.46 V. OUT- 377.36 4 \ 6' 1 IN, J7147 INV OUT, 37133 INV IN: 37371 �O 3 6• INV. OUT- 379.32 V NV. OUT: 373.17 V ' INV. OUT- 376.51 43 ~ SW #14 5TA 6.50. CN_ \ RIM, 375.5i D• INV IN, 1.67 )05 D' I OUT, 364.57 35 GD 425 STA. 1`/M3.5 . 19 LT RIM 36-1.77 6• INV 1N 366.72 6• INV. OUT 366.62 N50 S. INV. OUT I- 366.27 n^ ^ten 6 x Y R Pg r $m 3'6 390 365 360 375 SLIH En STA. 17.62.75. ft RIM, 36-L" 171 6" INV IN; 364.03 6' INV OUT, 363.M3 170 165 _CB 42 STA. I7.65.06, Pr RT KIW 366MD 6' ININV IN, 366.54 6' V. OUT, .366.44 W IT INV. IN, 365.7M .02' INV. OUT; 365.61 12,00 U100 WOO 15�00 6-00 17,00 17 D 1.75 GHURCHILL STREET 5TA. 10+00 - 17+82.75 PROFILE HORIZONTAL 5CALE, 1" 40' VERTICAL 5CALE: 1" 4 THE CONTRACTOR SHALL NOTIFY •DIOSAFE• AT 1-666-DIG-SAFE IS.- TO ANY EXCAVATION. Notes: U ALL x IN WARMµ riteM WON% SHALL ALLORO_ ITN UVA 1. TER OISTRILT 'SfEGIFILATION> . DETAILS FOR M-1—TION OF WATM LINES . NTRTENANLES' ]J ALL >LWER >riTEY WORK SMALL (N: IN ALLpIDWILE WITH M STAR Of v[RYONi fflt'> AHD M LITY OF SOVTS DUILIN6TCN M1ALI1 WORR> SfELIFILAt10NS 51 RA16 NOT TO EE USED FOR PROPERTY LONVEYANLE REFER TO — _TLED YSNSE ] OVERALL RAY —' 5E ] LOTTING FLAY >OVfH Y.LA6E GCMMMIn LLL, OATm O/SVU —ABED DY LIVIL nAS-- ASSOLIARS. I— IDETA 'THE EDGE' LED AREA LIGHT TYPE IV DISTRIBUTION 116 WATT LED 16' MOUNTING HEIGHT f l TYPICAL STREET' LIGHT •i -TYPICAL STREET LIGHT (6 TOTAL) BETA THE EDGE' LED AREA LIGHT TYPE IV 015TRIDUTION 116 WATT LED 16. MOUNTING HEIGHT Typical Street Light Coverage 5CALE1 r•20' l I i r Legend PRO T DOIMJARY _ _ fRCFQTY LINE - — sEroAuc ---- Oo---- CONTOUR LINE 1 U5.6.S DATW 1 ® PROPOSED FINISH GRADE LONTOUR / Q E%15TI% IRON FIFE _ >TING R IIOIAAIEi1i 1 E] E%IIRON FIFELONLREITO EE 5E11 . I • • ■ GpKRER MON11ENi ITO DE SETI TYPICAL STREET . . . . . . . . .n, UTILITY rDLE LIGHT ♦6 / F E%ISTING EIELTRIGRVRF1.EMgNE LINE I LIIE STORIA.INE \ W WATERLINE "15TIN6?RO/OSED HYDRANT 51LT FENLE / � J '•.C.GA95 TWO. q . .WF.TLANO5. 173 . 3 ••.•. •. •. 16 FT.-116W LED TYPICAL STREET LIGHT 44 •. 15EE TYP. STREET LIGHT /COVERAGE INSET) `-5iO&\A7ATER- OETENETION •AREA' _PS' CHAPHK 6CALE MENOMONIE I N NI1T I',. I' . 1O11 TI Owner & Applicant SOUTH VILLAGE LOMNMITIES. LLC (C/O RODIN JEFFER51 FO. w ]' 6 SOUTH DINU.IN6TON. VT —1 THE CONTRACTOR SHALL NOTIFY 'DIGSAFE' AT 1-8e8-DIG-SAFE PRIOR TO ANY E%CAVATON. BETA 'THE EDGELED AREA UGHT TYPEV DISTBBUnON 116 WATT LED 16' MOUNTING HEIGHT SET TOP OF FOOTING ]• ABOVE nNI%I GRADE ]• CONDUIT FOR SERRVIM 5EE MANIFACTURER5 DETAIL SHEET5 OR REO'D FFORT PATTERNS ]-� FINISH GRADE eA REDAR 4 HORIZ CAR5 W ] VERT. 5TIRRUPS �- Y SCH 40 PVC GONDI/1T 6 LONG CORER GROUND ROD WITH 46 CORER WIRE FOR CONNECTION TO POLE TYPICAL LIGHT POLE FOUNDATION NT5 ARE-EDG4SM-DA THE EDGE` LED Area Eight - T/De V Medium III � pceo®ono o • Irl nr "IM112—ice HSI cF�rfrT-a�in�inlni°nlii r ��'i�i meeucr.�nnn ER TNICX TYPE III PAVCOURSE BIT. GONG. EMENT TYPICAL m BOTH SIDES THE 13. CUT ON FILL SMALL NOT BE STEEPER THAN 3 ON I ST TREE (30' TREEO.C,) PAVEMENT LANE EXTENDED ON TO LOT TO MEET ORIGINAL Mo.ND WTH 4' OF 2' 2-1/Y THIGH TYPE II BASE CWNSE BIT. COMPACTED TOPSOIL AND DENSE CONC. PAVEMENT GRASS COVEN (URBAN WX) 1 2 �- 0.0276 FTMT. Mlq APPROVED 3' OF T Y WILL - UNDER R SOU% FABRC (OR EOUIVALEHT) GRAVEL BASE WIN SEED t MULCH AT 1 OVERLAP ALL YAMS O NEW WATER UNE e.0' MIN, BUNY 30" STO P FLANGED CHANNEL B' STEEL POST TO SOUND VT. SHT. E-121 omnn rnnwT SIGN SHALL CONFORM TO E9-1-1 REQUIREMENTS GRADATION RZQUR1i5R1178 iA�R�W aYM ww. - w >R 1uv T I 11? tT Pm Im WAIN �'W-wW¢ Paa MOM tR vAW mMR 11? P Pao T-w W OF - Flu[ f 1T 1 1? M � e UGHT POLES TO BE 15' OFF FROM R.O.W. F1 -3' IH' CRUSHED GRAVEL AS PER STATE SPEC 4 704.05 FINE 46' TACK CRUSHED GRAVEL AS PER STAR SPEC P 704.04 1-1/2- DECIDUOUS SHADE TREES. 2.5' - 3' CALIPER AT XO O.C. TREES TO BE SATISFACTORY TO CITY AMORIST IN PRIOR TO INSTALLING THE INFILTRATION TRENCHES AND INSTALL UNDER MAIN TRENCH WHERE SHOWN. GRAVEL, THE CONTRACTOR SHALL CONTACT THE ENGINEER BA.MLL TRENCH WTH 3/4" TO 1 1/2- STONE FOR INSPECTOR OF THE SUBBASE SOILS. THE CONTRACTOR AND WRAP IN HRM 14OM OR EQUAL THE SHALL FURNISH A LOADED DUMPTRU' FOR 1RAVELINO ON FABRIC OVERLAP AT THE TOP OF TRENCH THE SUBBASE WHEN THE ENGINEER PERFORMS THE INSPECTION. SHALL BE A MIN. OF 2'. THE 6' PERF. SON 35 THE CONTRACTOR SHALL OVER -EXCAVATE IN UNSUITABLE SOILS PVC INV. SHALL BE PER THE INFORMATION M AND ADD ADDITIONAL GRAVEL BASE AS REQUESTED BY THE PLAN SHEETS 3 - 6. THERE SHALL BE 1.0' ENgNEER. BELOW THE INVERT TO THE BOTTOM OF THE TRENCH. 1) THE WORK SHALL BE PERFORMED IN ACCORDANCE ON THE 2) IF TOP COURSE OF PAVEMENT IS NOT INSTALLED WTHIN 50 DAYS CITY PUBLIC WANKS KWIRDMENTS, THE VERMONT DEPARTMENT OF BASE COURSE, CONTRACTOR SHALL APPLY EMULSION TO FULL OF HIGHWAYS STANDARD SPEC(FCATIONS AND THE ENGNEERING WON OF BAY COURSE BEFORE INSTALLING TOP COURSE. PLANS AND SPEC'I ATWS 3) DRIVEWAYS WLL MATCH SWALE SLOFES/UIMENSIONS PUDLIG ROAD GR055-5EGTION (50' R.O.W.) C,HUR(HILL - 5TA, 14+8I-17-52 ALL JOINTS SHALL BE THOROUGHLY SMOOTH CUT EXISTING BITUMINOUS CLEANED AND PAVEMENT PRIOR TO PAVING GOATEE W N EXISTING EMULSIFIED 1'-0' THICKNESS OF BITUMINOUS PAVING ASPHALT PRIOR 1/18' ON ONE OR TO PAVING MIN. FASTING PAVEMENT TELERAN /BOTH SIDES EXISTING MINIMUM) o ' - THICKNESS OF EXISTING GRAVEL ' EWSTNG cMINIMUM DENSE GRADED - - - - GRAVEL'RA_SE - CRUSHED STONE PER VT. STATE' - u - -o SPEC, 704.05) 1' - TRENCH EXCAVATION 1) SET UP AND MAINTAIN SIGNS AND OTHER SAFETY CONTROL DEVICES 5) APPLY LIQUID ASPHALT TACK TO VERTICAL FACES IN A UNIFORM MANNER. 2) RESHAPE HOE AND PATCH AREA BY CUTTING WITH A CONCRETE SAw 00 HOT BDDIE TACK COAT ON BOTTOM OF HOLE. INTO SQUARE OR RECTANGULAR SHAPE AND CUT SIDE FACES VERTCALLY. 6) FILE TOP OF HOLE WTI TYPE III BITUMINOUS CONCRETE AND COMPACT RESHAPE WARD TO SOLID DOWN MATERIAL AND AROUND HOLE TO SOUND PAVEMENT. IN Uifi NO MORE THAN 2' THICK. FINAL UNCOMPACTED LIFT SHOULD BE 1/2 TO 1' ABOVE ADUOIMNG PAVEMENT SO THAT AFTER COMPACTION 3) BACIRILL TRENCH IN 6- LIFTS AND COMPACT EA' UFT TO 95X OF THE PAT' IS LEVEL WTH THE MORAL PAVEMENT. EACH UFT SHOULD BE TIONOU'LY COMPACTED WTH A VIBRATORY PLATE COMPACTOR OR A MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT AS DETERMWED BY ASTM 069E STANDARD PROCTOR. PORTABLE ROLLER. EXPERIENCE HAS SHOWN THAT 15 TO 20 PASSES WIT" A MMAIM ROLLER AND MIX TEMPERATURE ABOVE ZSO F (121 C) ME 4) REMOVE ALL LOoSE MATERIAL AND THOROUGHLY SWEEP THE HOE AREA LEAN OF MUD AND STANDING WATER. MECE55ARY TO ENSURE GOOD COMPACT'. HAND TAMP SHOULD ONLY BE USED FOR SMALL AWAS (LESS THAN I S.F.) . 7) CLEAN UP AREA. DO NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT. REMOVE SAFETY SIGHS REPLACEMENT OF EXISTING 6ITUMINOU5 PAVEMENT GENERAL G0N5TRUC,TI0N 5PEGIFIGATION5 1. THE CONTRACTOR SHALL CONTACT ALL UFUTIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND UNE& THE CONTRACTOR SHAL NOTFY'DIGSAFE' AT 1-Bee-DIG-SAFE PRIOR N MY EXCAVATION. ]. UTUTES INFO NATIGH SHOWN HEREON WERE OBTANED FROM BEST AVAILABLE SOURCES AND MAY OR MAY NOT BE ETHER ACCURATE OR COMPLETE. CONTRACT' SHAL VERIFY THE EXACT LOCATION OF LING UTILITIES AND SHALL BE RESPONSIBLE FOR AN HAG£ TO ANY U TUTY PUBUC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTIUTIES TO THE NEAREST SOURCE THROUGH COORDINATION W N UTILITY OWNER. ... ALL WORK AND MATERIALS SHALL BE APPROVED BY AND IN ACCORDANCE WITH TIME LATEST K VERNONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEMMS AND THESE PLANS a. PRIOR TO BEGINNING CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. 50' X 4' WHITE CENTER UNE .. THE CONTRACTOR SHAL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING 24' WHITE STOP BAR = VE.TATOM , PAVEMENT AND STRUCTURES NECESSARY TOCONSTRUCT THIS PRo.ECT UNLESS W OIHERSE NOTED ON THESE PLANS. THE CONTRACTOR SHALL REMOVE AL EXCESS MATERIAL. STOP SIGN (20-30 OFF DEBRIS AND TRASH FROM THE SITE UPON COMPLETION OF CONSTRUCT'. SPEAR STREET k 2' - 5' b. THE CONTRACTOR SHA L BE BESPONSBL£ AT HISMER OWN EXPENSE FOR ENSURING THAT THE DUST OFF EDGE OF NEW ROAD) 2 'EATEO AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WERE AND WHEN DEEMED NECESSARY BY THE ENGINEER THE CONTRACTOR SHALL BE /STREET SIGN (15' - 20' OFF REQUIRED To WET SECTIONS OF THE CONSTRUCTION AREA MN WATER OR APPLY CALCIUM CHLORIDE ( DORSET STREET k 2' - 5' 1. MY SURFACES LINES, OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATONS SHALL BE RESTORED TO THE CONDITION AT LEAST EQUAL TO THAT T WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS E)GSn R_2r,' PAVED 4' (,/ OFF NEW ROAD C I THE DESIGN ON THESE PLANS SHALL BE INSPECTED B 0' R BURRO: C ROAD Y LEA Y- NL ASSOCIATES, PLC, RE EX S. TON. VERMONT.BURKE TO ENSURE CAN ALL R WTH THE PLANS AND REQUIREMENTS PROBLEMS THA MAY ARIL -BURNS WAVER ANY AND ALL RESPONSIBILITY AND LOW N FOR REMOVE EXIST. CURB PRIOR G PAVING NEW DRIVE, PROBLEMS TNAT MAY ARISE DESIGN I THE FAILURE OF THE CONTRACTION TO FOLLOW THESE PLANS BCUTACK EDGE OF EXISTING ROAD BEEN N-FED AND THE T THE INTENT MAT THE PLANS CONVEY, MO FROM FAILURE TO HAVE BACK 12' AND APPLY EMULSIFIED BEEN NOTIFIED ro INSPECT THE WORMS AND TESTS W PROGRESS, Spear Street ASPHALT TO NEW EDGE 9. FOR ANY WO"K WITHIN THE HIGHWAY RIGHT-OF-WAY A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TEES CONTINUOUS TWO-WAY TRAFFIC WILL BE REWIRED AT NIGHT, DURING PEAR -HOURS AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTIVATES. UNIFORMED III MO CONTROL OFFICERS SHALL DIRECT TRAFFIC DURING PEAK HOURS WHEN THERE IS ONE-WAY - TRAFFIC OR THEN DEEMED NECESSARY BY THE NUN' STATE TEMPORARY CONSTRUCTION WILL ROAD MARKINGS SHALL SIGHS AND TRAFFIC CONTROL SIGHS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND TOWN STANDARDS BE VTRANS APPROVED DURABLE TYPE 1 TAPE. 10. TO ENSURE COMPLIANCE WITH THE PLAN(S). THE CONTRACT' SMALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WORK• BEGINNING THE'"STAIIATON OF MY UTILITIES' I NTERSEGT I ON DETAIL BRINGING IN MY NEW GRAVEL FOR THE NEW BASE, ALL TESTING AND FINAL INSPECTION, 11. SEE OTHER DETAIL SHEETS OF THESE PLANS FOR ADDITIONAL DETAILS REQUIREMENTS AND SPECIFICATION& V r 1, 30' DECIDUOUS SHADE TREES 25• - Y CALIPER AT W' O.C. TREES TO BE SATISFACTORY i0 CITY ARBORIST IN ACCORDANCE WITH S 9.0eB (3) OF THE GH MEET UG FROM R.O.W. TR \\� LIGHT POLES ro BE 2.5' AO 1-1/z' THICK TYPE NI COURSE BIT. COIL 15' PAVEMENT 1S 13. GRAVEL BAY STREET TREE PAVEMENT LANE PAVEMENT MANE (30' O.C.) 5' THIGH TYPE II 25' 25' 1' 3' 2' BASE COURSE BIT. 7 S 2' .1 2. S' CONC. PAVEMENT 1 0.02. FT/FT. 7 TYPICAL ON RON SIDES THE CUT OR FILL SHALL NOT BE _ NIRAFI Sd)% FABRIC (OR 3 THICK CRUSHED OR AS PER STEEPER THAN 3 ON 1 "'PROVED EQUIVALENT) STATE SPEC I TD4.05 FINE EXTENDED ON N LOT TO MEET ORIGINAL GROUND WTH 4' OF 3' OF TOPSOIL _ UNDER GRAVEL BASE W11H IWILTIUTON STONE SHALL MEET ��55 16' THICK CRUSHED GRAVEL AS PER THE FOLLOWING CRITERIA: COMPACTED TOPSOIL AND DENY p 12' MINIMUM OKRUP SEED t MULCH AT ALL SEAMS E STATE SPEC P 704.04 0% PASSING THE /4 SIEVE GRASS COVEN (URBAN MIX) O DIAMETER CLEAN/STONETo Y-1/Y NEW WATER UNE 6.0' MIN. BURY PRIOR TO INSTALLING THE INFILTRATION TRENCHES AND INSTALL UNDER GRAIN TRENCH WERE SHOWN. GRAVE, THE CONTRACTOR SHALL CONTACT THE ENGINEER BACKPU_ TRENCH WIN 3/4- TO 1 1/2- STONE FOR INSPECTION OF THE SUBBASE MRS. THE CONTRACTOR AND IMP P IN 41RAR 14ON OR EQUAL TIME SHALL FURNISH A LOADED DUMPTRUCK FOR TRAVTLNG ON FABRIC OVERLAP AT THE TOP OF TRENCH THE SUBBASE WHEN THE ENGINEER PERFORMS THE INSPECTION. SHALL BE A MIN. OF 2'. THE 6' PEW. SOR 35 THE CONTRACTOR SHAUL OVER -EXCAVATE IN UNSUITABLE SOILS PVC I SHALL BE PER THE INFORMATION ON AND ADD ADDITIONAL GRAVEL BASE AS REQUESTED BY THE PLAN SHEER 3 - B. THERE SHALL BE TO ENONEER. BELOW THE INVERT TO THE BOTTOM OF THE ""'CH. THE WORN SHALL BE PERFORMED IN ACCORDANCE WIN THE 2) IF TOP COURSE OF PAVEMENT IS HOT INSTALLED WTHN 60 DAYS CITY PUBLIC WORKS REWIRENENTS, THE VERMONT DEPARTMENT OF BAY COURSE. CONIRACTOR SHALL APPLY EMULSION TO FULL 1) OF HIGHWAYS STANDARD SPECIFICATIONS AND THE ENGINEERING WIDTH OF BASE COURSE BEFORE INSTALLING TOP COURSE, PLANS AND SPECIFICATIONS . 3) DRIVEWAYS WILL MATCH SWALE SLOPES/DIMENSIONS PUDLIG ROAD GR055-5EGTION (60' R.O.W.) NORTH JEPFER50N ROAD - 5TA. 75a33-3S44W1 CHURLHILL ROAD - 5TA. 10400-IM61 MAR511 ROAD - 5TA 10+00-D430 TYPICAL ON ON SEES THE CUT OR FlLL SMALL NOT BE STEEPER THAN 3 ON 1 EXTENDED ON TO LOT TO MEET ORlGI GROUND WITH 4" OF COMPACTED TOPSOIL ANO DENSE GRASS COVER (URBAN MIX) 2' OF 3/8- - 5 CRUSHED GRAVEL FASTING GROUND SIGH THICK CRUSHED GRAVEL PER VT STATE SPEC (/W.OS g'� FIMIRAEI 500X LTER FABRIC CINDER PATH TUTS \ / 1-1/2- THICK TYPE NI (/ COURSE BIT. 0"1 PAVEMENT SYTC.-EE PAVEMENT UNE 2-I/YTWCKTYPE N }• 2'BAY COURSE BIT. CONC. PAVEMENT 0.0276 FT/R. Y MIRTH Mo. FABRIC IOR APPROVED EQUIVALENT) UNDER GRAVEL BASE WN 7 ?0' LIGHT POLES N BE 2.5' OFF FROM B.O.W. 4 13' GRAVEL BAY PAVEMENT UNE _=7a FT/TT.- _3• THICK CRUSHED GRAVEL AS PER STATE SPEC / 704.05 FINE DECIDUOUS SHADE TREES 2.5' - 3' CALIPER AT W' O.C. TREES TO BE SATISFACTORY TO CITY AMORIST IN 3 OF TOPSOIL - p lY 4R`AA OVE3AP L 16' T CN CRUSHED GRAVEL AS PER THE FOLLOWNG CRITERIA: SEED t MULCH Ai ALL SEAMS O YI STATE SPEC / 7W.04 BX PASSING HNSEVEt/2' DIAMETER C EAN STONE NEW WATER UNE 6.0' MIN. BURY TO INSTAWNG THE INFILTRATION TRENCHES AND INSTALL UNDER GRAN TRENCH WHERE SHOWN. MA CON FRYER 111E CONTRACT- OF THE S SHALL CONTACT THE CONTRACTOR FOR INSPECTION OF THE SUBBASE SOTS THE CONTRAC BAD W YIN MI WIN 3/4' E 1 L. STONE AND 'ARAR AFI 1 OR EQUAL. N SHALL BANISH A LOADED DUMPTRUCK FOR TRAVELING ON WHEN THE ENGINES' PDRFONNS THE INSPECTION. THE CONTRACTOR SMALL OVER -EXCAVATE THE UNSUITABLE SOILS CTHE R P H FABRIC OVERLAP AT THE TOP OF TRENCH E SHALL . A YIN. OF Y. THE IN PERF. MR 35 PVC INV. $HALL BE PER THE INFORMATION' ANDADD ADDITIONAL GRAVEL BAY AS REQUESTED BY THE ADD ADI TIO Q ENGINEER. PLAN SHEETS J - e. THERE STALL BE TH BELOW 111E INVERT To THE BORON OF THE DEN'. 1) THE WORK SHALL SE PERFORMED IN ACCORDANCE WN THE 2) IF TOP COURSE OF PAVEMENT IS NOT INSTALLED WINN 60 DAYS CITY PUBLIC WORKS REQUIREMENTS THE VERMONT DEPARTMENT OF BASE COURSE. CONTRACTOR SHALL APPLY EMULSION TO BLL OF HIGHWAYS STANDARD SPECIFICATIONS AND THE ENGNIDTH EERING WOF BASE COURSE BEFORE INSTALLING TOP COURSE. PLANS AND SPECNTCAIIONS. 3) DRIVEWAYS WILL MAT' SWALE SLOPES/DIMENSIONS PURL IC, ROAD GR055 - 5EGT ION (52' R.O.W.) NORTH JEFFER5ON ROAD - 5TA. 10+00-25+33 0 a 0 2" THICK TYPE III COURSE BIT. CONC. G' 0 PAVEMENT 6' Q WAA PUMP WITH Txn Oxl W • uxNYUu DE_Z RAMP I., � - - • °CAST n °-. eat AW aTQQ' O ° A PIA6 lEwARwgc SIDEWALK RAMP S,i 12 CRUSHED RUN GRAVEL BASE (AS PER nan, d"o: TEXTURED` (VT. STATE SPEC. 704.05 OR 704.06) MIRAFI 50OX FABRIC SWALE 5 % MAXIMUM�- MARKINGS -ALL ROAD SHALL BE VTRANS APPROVED DURABLE TYPE 1 TAPE. SectIo A -A DK I VEWAY 5EGT I ON SINGLE RAMP ON TANGENT, NOTE: N TS NARROW OR NO GRA55 STRIP FINAL APPROVAL OF ADA RAMP MATERIALS SHALL BE MADE BY THE PUBLIC WORKS DIRECTOR PRIOR TO INSTALLATION SIDEWALK RAMP aTE NTS Filaaa GENERAL 5ANl TAR Y SEWER PEG /FICA T IONS MANHOT RAMS A COVER -� 0 PMNT CE ON 5 NEENAH R1642, LEBMON TH MORTAR SHALL FINISH CPME LC268 ON EQUAL BE ALLOWD 1) SEE OTHER SHEETS FOR ADDITIONAL INFORMATION. GROUT FRAME 1O CONCRETE RISER 2) CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND LINES. UTIUTIES RASE FRAME TO MADE INFORMATION SHOWN HEREON WERE OBTAINED FROM THE BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR NTH POURED I PUCE CONCRETE ON MNCNEM COMPILE ME CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY. PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. GRADE RINGS 24' 3) THE HORIZONTAL OLD VERTICAL SEPARATION FOR SEWER AND WRIER AS.T.M. C4TB PRECAST REINFORCED MIN. COAT EOERION OF CONCRETE AND NTH TWO (2) COATS OF UNES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST CONC. MMHOT WATERPROOF SE-IFT EDITION OF THE *TEN STATE STANDARDS - RECOMMENDED STANDARDS CONE AND RISER FOR WATER'. 4) PRIOR TO CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE COPOLYMER POLWROPYLENE SEE SPEOEIGTION4 FOR YH TESTING ENGINEER. PLASTIC RENDS NTH 1/2. GRADE 60 STEEL REQUIREMENTS 5 ALL SANITARY SEWER PIPE SHALL BE PVC SDR 35 CONFORMING TO NEINFORCEMENT OR EQUAL ASTM D-3034, ASTM D-3212, AND AS1N F-477. 12' O.C. MAX e' O.C. MIN. D RING RUBBER GASKET IN ACCORDANCE 8) ALL TRENCH TILL SHALL BE PLACED IN 6' LIFTS AND THOROUGHLY WTH AS.T.M. C-443 MD COMPACTED TO 95X OF MAXIMUM DENSITY OF OPTIMUM MOISTURE AS 5 L- 4B' A. S.T.M. 1 OR DETERMINED BY ASTM D968 STANDARD PROCTOR. )�( BUM ROPE T) ALL NEW GRAVITY SANITARY SEWER MAINS SHALL BE LEM TESTED BY A LOW PRESSURE AIR TEST AND DEFLECTION TESTED. THE LOW S.T. CRISWOLD PMRECAST 4C WENDED STEEL WRE FABRIC PRESSURON E NR TEST NLL BE USED TO EMULATE INFILTRATION OR MPROVEO EQUAL EXFILTRATION INTO OR OUT OF ALL GRAVITY SANITARY SEWERS. ALL TESTING NLL BE CONDUCTED UNDER THE SUPERVISION OF THE ENGINEER. AIR TESTING SHALL BE PERFORMED IN ACCORDANCE WITH CONSTRUCT SHELF CASs IN PLACE VARIABLE RUBBER GASKET FOR 1 6ARIMLE TANDAR ASTM C82B-80. THE MINIMUM ALLOWED TIME FOR A PRESSURE DROP NTH CONCRETE WAIERTGHT M.H. LENGTHS FROM 3.5 PSI TO 2.5 PSI SHALL BE 1.2 MINUTES PER 100 FEET OF COAST. (TYP. ALL PIPES) (1,2.3 h 4 FT.) B. SEWER. AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS, ME DEFLECTION TEST MAY BE PERFORMED. NO PIPE 2' RISE (ARM) SHALL EXCEED A DEFLECTION OF FIVE PERCENT (5X). IF TIRE CHANNEL DEFLECRON TEST IS RUN USING A RIGID BALL OR MANDREL, IT SHALL HAVE A DIAMETER EQUAL TO 95% OF ME INSIDE SURTAOE BACKFILLSTANDARD VARIABLE DIAMETER Of THE PIPE. THE TEST SHALL BE PERFORMED WTHOUT y_p PLUG LEND S MECHANICAL PULLING DEVICES. OND _ - (2,3 s 4 FT) 8) ALL SOLITARY SEWER MANHOLES SHALL BE TESTED PRIOR TO LEDGE PAVEMENT \ 12. • 4• CONSTRUCTION OF THE INVERT BY THE VACUUM TEST METHOD LIMIT B' DESCRIBED IN THE TECHNICAL SPECIFICATIONS. THE MINIMUM ALLOWED TIME FOR A VACUUM DROP FROM 10' OF MERCURY TO 9' OF 6 MERCURY SHALL BE 2 MINUTES. PRECAST MONOLITHIC ' �'\�/ 9) ANY SURFACES, LINES, OR STRUCTURES MICH HAVE BEEN DAMAGED BY CONCRETE BASE MIN. HEIGHT. 2' HEIGHT. ` 5B3/4TO 1 1/2' ' THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY CRUSHED STONE BEDDING �4 O B• O.C. 00 NOT USE UMESTONE EACH WAY EXTEND BEDDING TO PRIOR TO THE BEGINNING OF CONSTRUCTION. UNITS OF EXCAVATION 10) THE CONTRACTOR SHALL COORDINATE THE LOCATION AND INSTALLATION OF THE INDIVIDUAL LOT SEWER UNE SERVICES WITH THE OWNER AT Aug]ELL 5 RIICTURE4 TO BE PAVED MOUND FOR EASE O ROVING If PAVING TO BE DONE OVER TWO SEASONS. PAVING. MOUND STRUCTURES TO SE THE TIME OF CONSTRUCTION. DONE PRIOR TO OCTOBER 31. DBE I MA�"TD"'MDEPN O SAMCEMKCIXN TYPICAL PRECA5T SANITARY MANHOLE m 2 MBOVf FIN GRADE GETALS GWIIND N, •, WNMDA �CpcTly u PVC rwlx� aAOF nHapuaLmIRACRO Y IOU 1/A'/FF. w IN IRRID 4;EL. SEA, SWTP�FI1THcENl j\ SHALL m K: SZ%a smTO MF AN4E aoNn ROa IT \. \ T 1 (NITMZTOAOSaL u Is SANITARY SEWER 5EKVICE CONNECTION + NTI EN-Y FACE MA ALL. .ONNO REFa BV]IRUNI: ' "•'•'^^•' I � .rxoiSTURBEn vrl. 3/Y SHONE YFlNIxG CLEMONT FRAME A COVER I TYP I CAL 5AN I TAKY TRENCH l4BARON R-BOB OR EQU� 2500 PE CONCRETE SHORT LENGTH OF PIPE 45•BEND NT5 AS NOTED 6• SON 35 PVC ON PLANS GLEANOUT DETAIL , -5 6' X 8' STAINLESS STEEL POYWRSEAL MODEL - IN. BLEEVE WIN MECHMICAL JOINT OUTLET ON APPROVED EQUAL EESTWG LZ' SPLIT MAID q ENO CASKET 90F CASKET NNA-B I- a DD W i woHwAra�RHNa ANT w IiwN(e)eE PI.•®a TTHxEaP Pans tt tmiw.11 GROUND \ BACKFILL KITH ,\ i \ EXCAVATED MATERIAL o �\ \ / \\� INSTALL A VEAL GOOSE CAMBRIDGE BRASS NECK HOOP FOR D.I. PIPE, DIRECT NO -LEAD BRASS, TAPPING IS PERMITTED RED HED MANUFACTURING BRASS 4381 OR ` DEPARTMENT APPROVED EQUAL CORPORATION STOP �\ WATER MAIN 3/4- TYPE 'K' COPPER SERVICE (TYP.) 1• TYPE •K' COPPER SERVICE AS NOTED T \WATER 5EKVIGE DETAIL N-li STATIONARY BOX - DO NOT INSTALL IN PAVEMENT STARLESS STEEL CONNECTING ROD MUELLER H-10350 CURB BOX OR APPROVED EQUAL CAMBRIDGE BRASS NO -LEAD BRASS, RED HED MANUFACTURING SIB 5151/94151, OR DEPARTMENT APPROVED EQUAL CURB STOP 4• X 12• X 12• SOUD CONCRETE BLOCK BOXES SHALL BE CAST NKN TARO PIECE Mx. �WIN s 1/! nD A CAST IRON W W D -— .a D —ATM FINISH GRADE OUH NOTE: BACKFILL WTH APPROVED 5 EXCAVATED MATERIAL Iw,� /1 / GATE VAL- sNNL HOT LA RA® X PAWIpT, 1HONQUWLY COMPACTED UFTD �Q N 6P ACTED gMIF.LAN 1/ glpB pp 4pL•NNK, iwwY.IY THE SIDORINDEOF TRENCHES ♦ FT. MORE IN DEPTH TI ENTERED BY PDRSONNEI �' UNDISTURBED SOILTW X p6OFIN ICE SHALL BE SHEETED ON SLOPED TO THE MOLE INSUUTON MEN REQUIRED w oIIA C-tit ALAI (i J AWWAAC-111 OF REPOSE APPROVED ROCI( FREE B FORCEMAIN IS OUTSIDE BWTEO - BACKFILL 1HORWGHLY _ ('D' COMPACTED IN 6' LIFTS DIAMETER OF PIPE) ALL CE ,IN E (ND STONES LARGER THE CONTRACTOR SMALL THAN 1-1/2 CIA.)' WETHR AT ALL TIMES KEEP BACKFILL NTH 3/4• TRENCHES ENTIRELY FREEsoot CRUSHED STONE DER 6 OF WATER UNTIL ALL WOO -EPEE 0, SF) gBVE4 AND RUNOADS. ' ' IS FINISHED AND READY u M1a AN �DwL� fON BACNFIWNG UNISTUTURSOIL I IWWIIOOIA AIW�.V .rt.I sw� OR LEDGE At =eY NOTE O (FOR SEWER AND FORCEMAIN TRENCHES): IF COVER IS LESS THAN 5'-6', PUCE 2' WOE BY 4' THICK INSULATION BOARD, SUITABLE FOR BURIAL, ON A BY BED OF SAND OVER APE. IN NO CASE SHALL DEPTH OF COVER BE ass THAN 3 1/2'. AT DRIVEWAY AND ROAD CROSSINGS, DEPTH OF COVER SHALL NOT BE LESS THAN 4'. TYPICAL FORCEMAIN TRENCH NT5 BACKFILL NTH APPR EXCAVATED NA -A THOROUGHLY COMPA ♦ FT. OR MORE IN OUP' ENIFRED BY PERSONNE SHALL BE SHEETED SLOPED TOTHEANGLE APPROVED POCK FREE BACKFLL IN ON. COMPACTED IN 6' TAPPNC BUSY£ TAKING VALVE EFTS (NO STORES LARMIN ON EMSTNO M ONE G -IN TO AWWA OOM THAN 1 1/2 CSTANDARD RD FOR G M METER 12• VALVES, COUNTER CLOCKNSE Jr OPENING MD SHALL HAVE i A wDRKING PRESSURE OF ISO PS. / PRDVTDE NPUST BLOCK (SEE DETAIL) STONE BEDDING FOR RIPE PER CMG SPEOFlCATONS NOTE: SEE ANTIEN SPECIFICATONS FOR FURTHER REQUIREMENTS FOR TAPING NOTES: VALVES R SLEEKS. TAPPING VALVE 1. OF 150 SHALL HAVE -NO PRESSURE O t50 PSI. 2 ALL EXTERIOR EXPOSED SUPFACES SHALL BE NEON BOUNDED. EPDXY -COATED TO A MIN. 10 MIL NICKNE 3. UPON FINAL TIGHTENING AND TESTING ALL BOLIS SHALL BE BRUSH COALED WIN BHUMASIIC COD APPLIED MATEITAL TO ALL EXPOSED NUTS ! BOLTS TAPPING VALVE ANC) SLEEVE DETAIL NT5 HYDRANT A. IACE. V IHII( SEATED A.,,-GHCASE0 IS 4)ITABUE BURIALRVE N'ON lV4R CIVET TE CROW! PE LT. THAN D' IS OUTSIDE IAMETER OF PPE) HL CONTRACTOR SHALL AT L TIMES KEEP THE TRENCHES ACCORDANCE NTH THE MO REQUIREMENTS TYPICAL) WATER TRENCH NT SS THE CONTRACTOR SHALL NOTIFY •dGSAFE' AT rUf 4ryrs10�\;�� 1-BBB-DIG-SAFE PRIOR TO ANY EXCAVATION. GENERAL WATER 5PEG I F I GAT I ON5 t. _ _ F%CApOSAFF' A�,-BBB-0If�SAFETONPWGH m ANY E AVATOB. U WNNON SHEET , WRE OBTAIED FROM TIE BEST TUCONMAYTHE RACCTTOR SHNL BE PFSPONSI&E FOR MY DAMAGE TO ANY UTUTY, PUBLIC OR PRIVATE SHOWN x0i sHoxE REIREW. 2. THE HO42ONTN MD VEATCN SEPAMTON FOR SEPIA AND WA1EA LINES SHALL iN�TALLEO I VAAAC SDA FOR NTH ME uIEST EDITION OF THE 'TEN STATE STANDAmS - c E E n NATFIH MORIa'. 3. AWNA ST 0N- C-e00.A. SHALL BAChNS1R1 KITH THE E-DONAND HSOF THEE I�T METH. OF -S. ANG ALL OTHER RE-Y EQUIPMENT AND LABOR TO PERFORM IFNtA . PRESURE ENO -FECTW TESTS N -MS O M APPROND LENGTH. EACH VNLMED BECTIONEORR A MAIIUI DF ONE THOUSAI D FEET ( .GOO) OF TIE PPE SHALL BE TESTED. EWIPED G ABLE NL TESTING SHALL BE CONDUCTED IN THE PRESEACE O ME .- FOR THE PRESSURE TEST. INE CONTRAGNA SNAIL DEVELOP MD YMTNN 200 POUNDS PER RE RSOIJAREFRIW I OHTf TWO H NWRE TO HOD THE OESGXATHE IEIKAE¢ STEST MOP TH�1Y/0-HOUR PER`MWED F VNM`T = E I sTBT.mou LL MEASURE 1HE QUANTITY O WATER REWIRED TO MAINTAIN THE TEST PRESSURE, LEARAGE AIL SHNL NOT EXCEED ME OIMTTY OVER BY: L 2 • SD (SQUARE ROUT O P) / 1440W L - HEAKACE w cuLasM�QU�R LENGTH CE FPIPE 11 PEUK P AVERAGE REST PRESSURE IS PS N ACCORDANCE wTN AMA C800 UV REASON. ¢ ESIS H CWTRACTOP SHCNLLDO INEFVM GFKQ� 10 LaATE AND REPAIR OR REPLACE THE TILE HIRE. RTINGS THE FORE601A�N0 E BE TO THE OrER. F. FOR AN REASON, THE ENGINEER PROCEWWTM i THE CONTRACTOR SHALL REMAIN -SBUE FM THE IGHTNESS OF TFE LINE E METHOD E W OF USN I"M SHALL BE BY THE CCNTNUQUS FEED METHDO UNLESS ONERFIwgxG,RuOF CHn. NGN ME P E IM LL BE AT LEAST W ON 4G/L IN1HE CHLdbXAIID wAIERSHAILL REMMExiN 1HE MAINTMiOR A PERIW O AT LEAST 24 OF MAN SHALL Mc M X PEPFORMEDOUxDEA THE SYERNSON O NNE ExtlzNLINE ISNFEClIOx PROCESS SOUL WE .NNTMEFN BD AlY ME ENGNEER CANE HEELED ATM APPROVED LABONAIOPY SIIOwSNO fEC1ED N CorrtA IDN. 'FEET. SHALL IXNFOIA TO THE uTESE MRED ATN o EXPEENCTT E OMMEPNiMnIL -AL ACCEPTMRCEA_ - NOMHDM A ALL caPPER. .� BE IN AccI BE X. wTH AwWA C-,TYPE v. < G . ON TAANEDPLANS r. CC=1,LK B. ALL wAIER MM 1HRusi BLOO6 SNAIL BE cONS1RUC1Eo O SSQU PSI cONCRETE. e. ME WATER MANS SHALL XAVE A NINNUM DEPTH O COVER CE e'. ). NYESA-BSHALL BE S LINES. OR S1TT� RTOOSA CH CONDITAME BEEN IN AT LEASTEQUALAGED BTO THEATT INWHICHTHEY MORE FOUND IMMEDIATELY PRIOR 10 THE BEGINNING O CONSTRUCTION. e. CONTRACIOR SHNL COORONAIE THE LOCATION AND INSTAlATON O TIE INDINOUN LOT L. 9NEIN49TT 1HECEAPPROPRIAIE COLD SUPDINSW MAY IESTBCT MORN B60R NOV4NBER ,S MD AFTER APRL EW BEWDR PIPE (CENNTw TEONE LENGTH D., MN. OVER NEW WATERLINE ON SERVICE CENTER ONE LENGTH OF PIPE UNDER SEWER CENTER ONE LENGTH OF PIPE OVER SEWER NEW WATEAENF OR SEIRVXI • t6' CAN. • IF 1B• OF VERTICAL SEPARATION CAN NOT BE MAINTAINED, THE SEWER UNE SHALL BE NEW KKR PIPE CONSTRUCTED TO WATERLINE STANDARDS, A (CENTER ONE LENGTH MINIMUM OF 20 FEET BEYOND EACH SIDE OF UNDER WATERLINE) THE CROSSING. SEWER / WATER SEPARATION DETAIL FOR CKO55 I NG5 NT5 ro CONCRETE CONOIEi END AREA ABED NSTING ENO AREA / s NNBT BEARING J UNOSNRBED AGAINST UNDISTURBED SOL TYPICAL 7ES4-DPAO]DVDS-CAPS RTHTYPICAL Bffi4DS NOTE: ACE 4 mil POLYEYLENE BE FITTING AND THRUST BLOCK 92E Fl lY T lk & 22h 2 2 5 BASED ON 100 PSI WORKING 2 4 9 PRESSURE PLUS 100 PSI SURGE N10WANCE AND BEARING CAPACITY OF 20DD lBS/SO FT 90' 4 8 iT ENDS CPS 3 6 12 VALVE 2 2 2 SO FT BEARING AREA THRUST 6LOCK END AREA NT5 I FINISH GRADE I TYPICAL HYDRAULIC GALVANIZED VINYL COATED VENT CAP WM BRONZE SCREEN '4' GALVANIZED STEEL VENT PIPE PAINTED DARK GREEN GROUT FRAME TO BASE WELDED STEEL WIRE FABRIC 0 RING RUBBER GASKET IN ACCORDANCE WITH ASTM C-443 AND ASTM C-361 OR BUM ROPE TYPICAL HYDRAULIC GROUT GRANULAR SAND OR GRAVEL W�BACKFILL WITHIN 2' OF TOP �W AND SIDES OF TANK INTEGRAL STRUCTURAL STRUT AS REQUIRED ALL JOINTS SHALL BE SEALED WITH BUM JOINT SEALER 2.500 GALLON PRE -CAST CONCRETE HOLDING TANK ALL OPENINGS SHALL BE SMOOTH AND FREE OF DEBRIS AND SHALL BE SEALED WITH THUNDERUNE CDRI LINK -SEAL' MODEL MLS-400-C OR EQUAL OR PROVIDE FLEXIBLE RUBBER MANHOLE SLEEVE 'LOCK JOINT' OR EQUAL ASTNI C923. S = 0.02 - SEE NOTE /3 6' SON 35 PVC( � —6' MINIMUM OF 3/4' LEDGE PAYMENT UMITCRUSHED STONE UNDISTURBED EARTH 5ECT I ON A — A TYPICAL 5TORA&E TANK NTS NOTES: 1. CONCRETE SHALL BE 5000 PSI AFTER 28 DAYS. 2. SEE SITE PLAN FOR FINAL GRADING 3. THE CONTRACTOR SHALL SET THE STONE AND RAKE THE TOP TO PREPARE A SLOPED BASE FOR SETTING THE TANKS WITH A 0.02 FT/FT SLOPE AND ELEVATIONS AS SHOWN. PUMP STATION DATA A. DAILY ROW = n.M DPD (SEE SEWAGE FLOW INFORMATION ON RIGHT L R SIDE OF THIS SHEEN B. AVERAGE DAILY FLOW (ADF) 18 MR 22AY " 80 M%D MINB -23.3 OEM MINIMUM PUMPING RATE - 5 TIMES THE NIA (118.5 GPM) OR ME MINIMUM PUMPING RATE FOR A 4' fM (ILO GPM). WHICHEVER IS HIGHER USE A PUMPNG RATE OF 120 GPM DOSE VOLUME: 30 MIN, MAX RETENTION TIME - 30 MIN X 213 GPM (AGE) - 6" GAL C. HEAD LOSSES EIEVATON HEAD: 17.0 R FRICTION LOSSES 4' UNE X B70 LEI - 7.0 FT MINOR LOSSES - R 0. PUMP REQUIREMENTS - 2 PUMPS EACH CAPABLE OF PUMPING A MINIMUM OF 120 fWM AT 2W ME THREE PHASE, MIMMUM 4' DISCHARGE, CAPABLE BE PAT MINIMUM J' SOUDS. PUMPS SHALL BE ENPO/CORNEA, METERS MINIMUM OR AN APPROVED EQUAL E. CONTROLS: NONA 4 DUPLEX CONTROL PANEL ULTTRODE PROBE W MULRTRODE MTDPC PUMP CONTROLLER WTH BACKUP ALARM MOAT; AUTOMATIC PUMP ALTERNATOR; 115 VAC CONTROL ORCUIT; 115 VAC ALMM EIGHT ABC HORN MOUNTED ON TOP OF PANEL; PHASE MONITOR IF TI M PHASE PUMPS ARE USED: 115 VAC DUPLEX CONVENIENCE OUTLET; PANEL HEATER WITH THERMOSTAT; INOMDUAL CIRCUIT BREAKERS FOR EACH PUMP, CONTROL GROUT, DUPLEX OUTLET, TRANSFORMER IF REQUIRED, HEATER, AID ONE SPARE; INDIVOUAL EASPED TIME METERS MOUNTED. ALL ELECTRIC WRING SHALL MEET ME REQUIREMENTS OF THE NATIONAL ELECTRIC CODE. CONTROLS SHALL BE SOADA COXPAIIBI PUBUC PUMP STATIONS WILL BE EQUIPPED WTH TELEMETRY SYSTEM WITH BATTERY BACK-UP. TIED TO THE SOUTH BURLINGTON SYSTEM. F. MOATS MENOIRY SWTGI TO BE COMPLETELY SEALED, MADE OF CORROSVE RESISTANT SOLUTION AND ININNSCALLY SAFE ELECTRICAL CABLE TU BE FLEXIBLE TWO CONDUCTOR WTH NEOPRENE JACIET. G. EMERGENCY —A. PROVIDE 4 HOUR STORAGE - BASED OM 16 HR DAY - S,SSD GPO 36' INSIDE DOA. PRECAST REINFORCED 4000 PSI CONCRETE RISERS WITH AN 8' THICK REINFORCED CONCRETE COVER AND MANHOLE FRAME AND COVER LABELED 'SEWER' (LeBARON LAB324) RIM ELEV - 364.5 FINISHED GRADE VARIES EACH STRUCTURE SHALL BE COATED WTH BITUMINOUS WATERPROOFING TESTING DATA A FORCE MAIN PRESSURE TEST: ALL FORCE MANS SHALL BE PRESSURE TESTED TO NOT LESS THAN 50 PSI AT THE HIGHEST POINT OF THE TEST SECTION. THE TEST SHALL BE OF A TWO HOUR WRATION AND THE TEST PRESSURE SHAH NOT VARY BY MORE MAN +/- 5 PSI. A LEAKAGE LEST SHALL BE PERFORMED CONCURRENTLY WTH ME PRESSURE TEST. THE ALLOWABLE LEAKAGE SHALL BE DETERMINED BY THE FOLLOWING I-ALI: WHERE L - ME AMGWMLE LEAKAGE IN GALLONS PER HOUR, IS ME NUMBER OF JONT$ 0 IS THE N0L11NAL M DIETER OF THE PIPE IN INCHES. AND P IS THE AVERAGE TEST PRESSURE IN PSI. B. VALVE PIT AND PUMP THE STRUCTURES SHALL BE 1E= IN THE PRESENCE OF STATIGN TEST: ME CAMBER FOR EXFLEB TON BY FLUNG ME STRUCTURES TO 1' BELOW THE ACCESS UD. A STABILIZATION PERIOD OF 1 HE SHALL BE PROVIDED TO ALLOW FOR ABSORPTION. AT THE END OF THE STANUZATON PERIOD ME STRUCTURES SHALL BE REFILLED IF NECESSARY AND THE TEST PERIOD OF 411 HOURS SHALL BEGIN. AT THE END OF THE TEST PERIOD, THE —ME BE WATER CHANGE SHALL BE MEASURED. THERE SHALL BE NO ASBLE OR MFASIRABIE MUTRATION M INFLTRATON OR THE IEST FAILS. IF THE TEST FAILS, ME CONTRACTOR SHALL REPAIR OR WATERPROOF AND RETEST. C: PUMP STATON: AN AUTHORIZED REPRESENTATIVE OF THE PUMP MMUFACGJRER OR AN ELECTRICIM FAMILAR WTH THE OPERATION AND SETTING OF ME PUMP STATION SHALL BE PRESENT DURING STARTUP. AMPERAGE READINGS dN EACH MOTOR LEAD SHALL BE MEASURED AND RECORDED. THE CONTRACTOR' SHALL PROVIDE A WATER SOURCE TO PERFORM A FULL OPERATIONAL CHECK OF THE STATION INCLUDING ALL MOAT FUNCTIONS, ALARM IESTNG, INDICATOR UGHTS, H-O-A SWITCHES, PUMP ALTERNATO AND PHASE MONITOR IF THREE-PHASE PUMPS ME USED. THE CONTROL SYSTEM SHALL BE CYCLED THROUGH MORE THAN ONCE TO INSURE PROPER SEQUENCING AID OPERATON OF THE PUMPS. EACH PUMP SHALL BE FIELD TESTED TO INSURE THE PUMPING CAPACITY MEETS ME PROJECT REGREMENTS. H. SUBMIRALS REDUM- PUMPS ED. VALIT. FLOATS ADOUOATHMGE�R H ET, VALVES, GATE VALVES, SOLID SLEEVE COIPUNG% AND OPERATON AND MAINTENANCE MMUALS MR 35 TO WET N TAW( SPECFICATION4 A) THE STRUCTURE PROVIDED FOR EMERGENCY STORAGE FOR THE PUMPING E) BACKFlLL SIDES AND TOP OF TANK WITH SAND AND/OR GRAVEL. ELE INV WET = 354.20 WET WELL STATION SHALL BE (2) 2,500 GALLON, STEEL REINFORCED, PRECAST CONCRETE HOLDING TANK STRUCTURE. THE STRUCTURE SHALL BE DESIGNED F) PRIOR TO CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE SEE PUMP STATION DETAIL GALLONS STORAGE BY AN ENGINEER LICENSED IN TIE STATE OF VERMONT TO WITHSTAND ENGINEER. AASHTO N-20 WHEEL LOADINGS AT ME DEPTH SHOWN ON THIS PLAN G) THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER WTI 'AS -BUILT' INFORMATION AND CERTIFICATION THAT THE SYSTEM WAS TYPICAL HOLDING DISCHARGE VALVE PIT TANK ELEVATION PIPE ID INSIDE DIAMETER AT TANK FLOOR 6 5 35t+92 TYPICAL VENT PIPE ANO CAP 6' 538 GAL. STORAiE/W 0 TANK /2 PROVIDES 2,394 GAL. STORAGE TO ELEV. 359.33 o S - 0.02 L--------L r— — — — — — — — RIM (AT GRADE) SEWE 55 70 / 35-82 a LL OPENINGS SHALL BE -DO- A D FREE OF DEBRIS AND SHALL BE SEALED WITH THUNDERLINE CORP. ! 'LINK -SEAL' MODEL /LS-400-C Q OR EQUAL OR PROVIDE FLEXIBLE RUBBER MANHOLE SLEEVE 'LOCK m JOINT' OR EQUAL ASTM C923. {F+59 35 �1 O 6' 538 CAL STORAGE/VF TANK P PROVIDES 2,582 GAL. I - STORAGE TO ELEV. 359.33 VI E S - 0.02 L----- --- J. SEWE L�35 / 354+ B) INSIDE TANK DIMENSIONS SHALL BE 6' X 12' X 68- HIGH. INSTALLED IN ACCORDANCE WTI PLANS AND ALL PERTNENT APPROVALS RIM (AT GRADE) C) EXTERNALLY COAT ALL CONCRETE STRUCTURES WTH TWO COATS OF AND PERMITS ISSUED FOR THE PROJECT. BITUMINOUS WATERPROOFING AND TEST FOR WATER -TIGHTNESS. H) THE CONTRACTOR SHALL ERECT AND MAINTAIN A CONTINUOUS SNOW FENCE BARRIER AND UGHTED BARRICADES AROUND ALL EXCAVATION LEFT D) ALL BACKFlLL MATERIAL AROUND THE TANK SHALL BE GRANULAR OVER NIGHT OR ON WEEKENDS. MATERIAL THOROUGHLY COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY THE AASHTO T-99 STANDARD PROCTOR. PLAN VIEW 5TOKA&E TANK5 NTS dA AGNT w FDR INIE,`"""«A/,I�oNEEr n Mor RO"An"xixli6T sW NOTES: 1. WETWELL AND VALVE PIT SHALL BE PRE-ENGINEERED 40DO PSI REINFORCED CONCRETE STRUCTURES DESIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF VERMONT AND CONSTRUCTED TO WITHSTAND H-20 WHEEL LOADINGS. VALVE PIT 2. EXTERNALLY COAT ALL CONCRETE STRUCTURES WITH PUMP STATION " "D0O POS 3 m 11 CC TWO COATS OF BITUMINOUS WATERPROOFING AND TEST FOR WATERTIGHTNESS. MEM, cMNTKCL PAxei 1 3. ALL FORCEMAIN PIPING INSIDE OF THE STRUCTURES AND THROUGH THE WALLS SHALL BE GALVANIZED _ STEEL, EXTRA STRONG WEIGHT. 4. ALL BACKFlLL MATERIAL AROUND ME STRUCTURES III. AIRL IwaR SHALL BE THOROUGHLY COMPACTED TO NOT LESS \FoxtW MxwwEcr swra THAN 95% OF MAXIMUM DRY DENSITY AS DETERMINED AWO"ssolal1"r BY THE AASHTO-7-99 STANDARD PROCTOR. -w-Pu %� MADE � C..Q FBWR N,µa _< GAP , . e x.9 P wa FT � on EWN. a coVTN z� uAM1FACIwFW tRET N / n/i�/\/ uwrM WITH xan-aHNxN I c6ur� a W (SEW • N�\\�\n I \\i \,•\ \ \ . ally WwTAWE a txe awr FLOAT xMaR TD AU TECT IMioAOP°�iBcamvg 5 t/r —MAN 1x,c Iw'iGuir r—� Y Y LONpCFNCy _ sT�I TO PoRFA MRRY— AM N ME FORGE .jppm CR A RUBNB O-lalp CNPEY - NP[ / TO Y "PT y � ®vAVE� / �vr[1cn,m um sUEeE ccuPU "ACM-uP ��AATm (- mu6 ALAWI tY Mx� ICI. / M + A000 GAL —1 sIORA4 lo• Moan IrnKx Fan IwtN sWuctuWs7 � N aAi oo� tY —E *. O s41 wpm ,r/A �/00 USE UMESTDNE DE. -1. /�\ aAOrr OJEa WW nv®xc J EWRT s ON ONTET �DNM6,GR®EAATM � � 1 AM SEWAGE FLOW5 THE SEWAGE FLOWS ARE BASED ON THE STATE OF VERMONT - ENVIRONMENTAL PROTECTION RULES, WHICH REQUIRE 210 GAL/DAY/RESIDENTIAL UNIT REGARDLESS OF THE NUMBER OF BEDROOMS WHEN CONNECTING TO A MUNICIPAL SEWER SYSTEM WITH > 50,000 GAL/DAY CAPACITY. 99 Units x 210 gal/day/unit = 20,790 gal/day Infiltration: 300 galllnch/mile/day x (811 pipe x (3,450 If/ 5,2801/mile) = 1,568 gal/day Total: 22,358 gal/day (> 2,000 gal/day; therefore a dual pump station is required. F77. HE CONTRACTOR SHALL NOTE' 'OIGSAFE' AT 1-BBB-DIG-SAFE PRIOR TO ANY EXCAVATION. IIT' Nlx. ��/. oaus,Eo s.oxE -111I0WMED WN Pump Station must comply with the following City of South Burlington Pump Station Design Criteria: - Pumps will be 3 phase (no 1 to 3 phase converters) - Public pump stations will be equipped with telemetry system with battery back-up, tied to the South Burlington system - Level controls will be Flygt Multitrode Probe and relays - 411 pumps will have 4" plumbing including force main -Emergency connection will be 4" with camlock fittings and shut off valve - All hardware in the wetwell will be stainless steel including life chains - Pumps will be rail mounted with stainless steel rails with a pull-out flanged base. - Must have double throw switch and plug with plug for cityls portable generator. EK05 I ON GONTROL 5PEG I F I GAT I ON5 I. ADDITIONAL EROSION CONTROL SHALL BE INSTALLED AS DEEMED WCE55ARY 5Y THE TOWN INSPECTOR ]. 5EE OTHER DRAWINGS OF THESE FLANS FOR ADDITIONAL 5TORMWATEK AND EROSION CONTROL SPECIFICATIONS AND DETAILS. 3. THE ROADWAY AND YARD FIN15H GRADE SLOPES SHALL NOT DE STEEPER THAN 3 ON L THE FINISHED GRADE 5LOPE5 SHALL BE IMMEDIATELY GRADED AND MULCHED. 4. SHOULD ANY DISTURBED AREA KEMAIN UNWORKED FOR MORE THAN 30 DAYS TEES! THE AREA SHALL DE MAGHED OR TEMPORARILY SEEDED WITH ANNUAL RYE. TOPSOIL SHALL DE PLACED. DE SEEDED AND MULCHED WITIN FIVE DAYS AFTER ACHIEVING FINAL GRADE NO WINTER EARTHWORK SHALL DE PERMITTED. ALL EARTHWORK SHALL DE FINISHED DY OCTODER 15TH AND THE SITE 5TADILIZED. 5. THE EROSION CONTROL METHODS USED WRING CONSTRUCTION OF THE DEVELOPMENT SHALL PROCEED IN THE FOLLOWING SEQUENCE - AI THE CONTRACTOR SHALL INS ALL AND MAINTAIN HAY DALE DAMS, SILT FENCES. AND OTHER EROSION CONTROL MEASURES. IF REQUIRED. AS ORDERED DY THE ENGINEER THE EROSION CONTROL MEASURES SHALL DE MAINTAINED AND REPAIRED AFTER EVERY RAINFALL UNTIL THE NEW IMPROVEMENTS ARE PAVED AND ALL DISTURBED AREAS HAVE CEEN GRASSED. THE REPAIR OF THE EROSION CONTROL MEA5VRES WILL INCLUDE REMOVING N. ANY SEDIMENTATION THE 5EDI MENT MAY DE PLACED A5 FILL IN THE LOW AREAS, IF APPROVED DY THE ENGINEER. DI THE TOPSOIL SHALL DE REMOVED FROM THE AREAS TO DE GRADED AND STOCKPILED. STAKED HAY DALE5 OR A SILT FENCE SHALL BE PLACED CONTINUOUSLY AROUND THE DOTTOM OF THE PILE. CI IN ARE NEAR THE NEW CONSTRUCTION, THE CONTRACTOR SHALL ENCLOSE THE TRUNKS OF 1REE5 TO DE SAVED WITH WOODEN SNOW FENGING ALONG THE DKIP.INE TO PROTECT THE FROM INJURY. DI THE SITE GRADING WILL THEN DE DONE AND THE PIPELINES WILL DE INSTALLED INMEDI ATELY FOLLOWING GRADING. THE CONTRACTOR WILL INSTALL AND MAINTAIN HAY DALE INLET PROTECTION AROUND THE CATCH BASINS UNTIL THE ROADWAY HAS DEEM PAVED AND GKASS HAS BEEN E57ABLI5HED ON THE SLOPES. E THE CONTRACTOR WILL TOPSOIL, SEED. AND MLLLH THE DISTURBED AREAS WITHIN 5 DAYS OF ACHIEVING FINAL GRADE. FI OPEN LUT AREAS SHALL DE MULCHED OUTSIDE OF ACTUAL WORK AREAS. AND HAY DALE5 SHALL DE EMPLOYED TO CONFINE SHEET WASH AND RUNOFF TO THE IMMEDIATE OPEN AREA AS ORDERED DY THE ENGINEER MAr ac)� I I I III I I I s1• w. III I lu GOK 1m I I � FAC EwuiOi I I I II III II ✓S1 III 11 , G I\4 INTO GRAND Q-ro a mro I I HxTm FAeWc NAwxvm n NONE USE ONLY MANUAL METHODS OF INSTALLATM AND CLEANING TOP VM SECTION JOINT WTNIN WETLAND AND BUFFER ZONE. TEMPORARY SILT FENCE INLET PROTECTION DETAIL NIS 5U' IN I B' MIN / . P... . EXISTING GROUND OR SUBGRADE PROFILE FABRIC UNDER STONE Q0 DG b � �°ogg,7�og z 20' �9ian 00 e,E ' Z DIA. STONE !A W 50' MIN - PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONOITON WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBUC RIGHTS -OF -WAY. THIS MAY REWIRE PERIOMC TOP OROSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR MEMOUT OF ANY MEASURES USED TO MAP SEDIMENT. ALL SEDIMENT TRACKED, SPILLED, OR WASHED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECCESSARY TO CONTROL MST DURING MY PERIODS. 3. PROVDE APPROPRIATE TRANSITION BETWEEN CMSTRUCTM ENTRANCE AND THE EXISTING ROADWAY 5TADILIZED GON5TRUGTION ENTRANCE NT5 WINTER CON5TRUC TION REQUIREMENTS I. ALL WORK SHALL DE IN ACCORDANCE WITH THE LOW RISK SITE HANDDOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL. 2 PROVIDE ENLARGE) ACCESS POINTS, STABILIZED TO PROVIDE FOR SNOW 51`OCKPILING. 3. A MINIMUM 25 FT DUFFER 5HALL DE MAINTAINED FROM PERIMETER CONTROLS SUCH AS SILT FENCE 4. DRAINAGE STRUCTURES MUST DE KEPT OPEN AND FREE OF SNOW AND ICE DAMS. S. SILT FENCE AND OTHER PRACTICE5 REQUIRING EARTH 015TI."ANCE MUST DE INSTALLED AHEAD OF FROM GROUND. 0. MJLLH USED FOR TEMPORARY STADILIZATION MUST BE APPLIED AT DOUBLE THE STANDARD RATE, OR A MINIMUM OF 3 INCHES WITH AN BO-50Z (AVER. T. TO ENSURE COVER OF D15TMMD 501L IN ADVANCE OF A MELT EVENT. AREAS OF DISTURBED SOIL MUST DE 5TADILIZED AT THE END OF EACH WORK DAY, WITH THE FOLLOWING EXC rTION5, IF NO PRECIPITATION WITHIN 24 HOURS IS FORECAST AND WORK WILL RESUME IN THE SAME DISTURBED AREA WITHIN 24 HOURS, DAILY 51ADILIZATION 15 NOT NECESSARY. DISTURBED AREAS THAT COLLECT AND RETAIN RUNOFF, SUCH AS HOUSE FOUNDATIONS OR OPEN UTILITY TRENCHES. B. PRIOR TO 5TADILIZATION, SNOW OR ICE MUST BE REMOVED TO LESS THAN I INCH THICKNESS. Y USE STONE TO STABILIZE AREAS SUCH AS THE PERIMETER OF DUILDINGU 5 I CONSTRUCTION OR WHERE CONSTRUCTION VEHICLE TRAFFIC 15 ANTICIPATED. STONE PATHS SHOULD DE U-20 FEET WIDE TO ACCOMMODATE VEHICULAR TRAFFIC, I0. IN AREAS OF DISTIJRDANCE THAT DRAIN TO A WATER BODY WITHIN 100 FEET, TWO ROWS OF SILT FENCE MYT DE INSTALLED ALONG THE CONTOUR LAND5GAP I NCB 5PEG I F I GAT I ON5 ALL DISTURBED AREAS SHALL BE 5TADILIZED WITH SEEDING AND MULCHING PRIOR TO NOVEMDER I OF EACH YEAR. ANY DED ISTVKDAREAS SHALL DE IMMEDIATELY SEEDED AND MULCHED WITHIN B DAYS. ANY WORK MRFOKNED AFTER OCTOBEK I OF EACH YEAR SHALL BE STABILIZED WITH MULCH OR NETTING SUFFICIENT TO PREVENT EROSION AND SHALL BE IMMEDIATELY SEEDED AND REMLICHED AS SOON AS WEATHER PERMITS IN THE SPRING. ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 4' OF TOP501L AND DE SEEDED, FERTILIZED. LIMED, AND MULCHED IN ACCORDANCE WITH THE FOLLOWIN5, I. SEED MIXTURE IN ALL AREAS SHALL BE URBAN MIX CONFORMING TO THE TADLE SHOWN ON THE PLANS. FOR SEEDING BETWEEN SFPTEMDER I AND NOVEMDEK I, WINTER RYE SHALL. BE USED AT AN APPLICATION RATE OF IDO POUNDS PER ACRE. 2. LIME AND FERTILIZER APPLICATIONS SHALL ONLY DE MADE IF A SOIL ANALYSIS INDICATED A NUTRIENT DEFICIENCY OR 5U.D-0PTIMAL PH. URBAN MIX GRASS SEED Z DY WEIGHT LDS. LIVE 5EE PER ACRE TYPE OF SEED 375 45 GREIFF— RED FESCUE 31.25 37.5 KENTUCKY BLUE6KAS5 31.25 37.5 WINTER HAKDY. PEREWIIAL RYE 100 120 4 LIVE SEED PER ACRE SSSA't Q ` I NY l� 4� 1� S,0 - 54J1 FLAT 12 TO 31 2" X 2" IV HARDWOOD 5TAKE5 DRIVEN IMIN, IB"1 FIRMLY INTO "- GRADE PRIOR TO DACKFILLING. WHEN REWIRED (SEE NOTE 42P STAKE ABOVE FIRST DRANCHS PLUM15 TREE TRLN( OR AS NECE55ARY FOR FIRM 5UPPOKT+ STAKES SHALL BE LAPADLE OF STANDING FIRM 3" MLLLH - DO NOT FOR AT LEAST ONE YEAR APPLY AROUND TRUNK FORM 4' SAUCER W CUT AND REMOVE WIRE MESH BASKET. ROPE AND/ UNDISTURBED 501E — — OR DURLAP WRAP FROM TOP 1/3 OF KOOTBALL DACKFILL WITH EXCAVATED SOIL .T — III—��jjl BREAK APART EDGE OF EXCAVATION W/SHOVEL IF SOIL AMENDMENTS ARE REWIRED TO IMPROVE SOIL QUALITY. MIX AND BLEND PLANT MIX COMPOST WITH THE EXISTING 501L 2 X BALL DIA. WITH EXISTING 501E TO PROVIDE SOIL TRANSITION NOTE I. PLANT TREE SO THAT THE ROOT FLAKE IS EVEN WITH THE FINISHED GRADE 2. 5TAKING AS REQUIRED ONLY IN SITUATIONS WHERE TREES WILL DE 5U15JECTED TO WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. 3. TREES SHALL DE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. 4. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAG5. ROPE. STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. TREE PLANTING NIS 5ECT I ON A - A THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. - Plat & Plan References - 12" ArC� } i This sheet is based upon the following plats or plans / i n// Mf L. & C. Long A. "DOWNING - CALKINS REVOCABLE TRUST -PLAT OF SURVEY", doled i -r - u / I VOL 85 P 67 March 23, 2005, by Civil Engineering Associates, Inc. .�u L. & C. Long I g• n Vol, 411 Pg. 307 ! L. A. & J. G. Demers — S. "PLAT OF BOUNDARY SURVEY - PROPERTY OF THE ESTATE OF ILA I I I IRS " '�I f ----1•__.- M. ISHAM', prepared by Civil Engineering Associates, Inc., last revised June I Vol. 171 Pg.286 1 30, 1999. 3 I 583'26'18�-..�- I ! s/A" ANrxF may I LEN R PROJECT I ti y33.9 a AC 995.a8' _ o z , C. "BOUNDARY SURVEY -MBL ASSOCIATES", prepared by 1 OPEN W 1 � � a L°r ns `. r LOCATION Krebs & Lansing Consulting Engineers, dated January 6, 1994. / 0.23t AC. S87-1 1� - - F - - LcR II � 1 l 7 D. "SUBDIVISION MAP - VALLEE FARM - WEST PROPERTY", prepared by Cus- i°r r�A 1 rn o Brooks Land Surveying, Inc., last revised May 10, 1897. J/4'1Pr l - �. S81 54,OB y W e "AG O _ �Po ROSED E. "VERMONT ELECTRIC POWER COMPANY INC. - QUEEN CITY TAP", I - T STORMWATER '1 95-- T °7 fio W prepared by Moore Survey & Mapping Corp., last revised January 26, 1978. 13 OPEN POND (n•PJ IRS "''i nO roy O� 1 O F. "DORSET FARMS -PERIMETER PROPERTY PLAT", prepared by / I N SPACE .73� ACRES r mo Laureux, Stone & O'Leary Consulting Engineers, dated August 29, 1997. s G O� PHA I, 1 1 °r nr N 3I 1 P r1 \ ProWetland I Rsrow RD G. "PORTION OF THE PROPERTIES OF LUCIEN A. & JANE DEMERS & m,we. N `} \ Area \ - RICHARD K & DAWN V DERRIDINGER", prepared by F.H. Reed, dated 19.OBs A r I (Typical) March, 1951. c .ro:� , TOW 1 -Location Map - u I CMs 1 '\ nIf Not to Scale H. "PROPERTY SURVEY FOR MLLIAM & GAIL LANG", prepared by Palmer , e - 1 Company Ltd, dated October 22, 1980. D I D. V DBfridinge! 1 R=t2000' Vol. 583 P 137 I. "SUBDIVISION FOR JAMES & DOLORES SCANLON - DORSET STREET", I 1 L=744.74' -� - - \ g• -Survey Notes - prepared by Trucial Consulting Engineers, Inc. dated August 4, 1980. t I I CHORD / ^ I S10'13'32"W / r r.g, io Tree 1 Z 1. This sheet depicts the perimeter boundaries of the subject J. "A PARCEL OF LAND CONVEYED FROM WILLIAM & GAIL LANG TO 744.62' N°` LO I - - 1 property and the location of Phase 1, 2 & 3 within. NORMAN A. RAMSEY", prepared by Fred C. Koerner, dated Dec. 1882. , I I / I U I I GO OPEN SPACE I I 2. The boundary survey was performed during 20045 using an C,) I ! 12.67s ACRES I / > U+ electronic total station and GPS. I �L / � • � 3. Bearings shown are referenced to Grid North, Vermont CUF' 11 PHASE, '.� / I Coordinate System of 1983, related to National Geodetic Survey BROKEN I Lorne marks PG1580 "F 65" and AB9571 "NE Aiken" established by I I I OPEN SPACE Wetland RTK GPS measurements. 1,2aEw 116.6m ACRES Area - 4. Spear Street has a 66 foot wide right of way. Location was I _' �� \ I _ 1 determined by existing monumentation and the traveled portion of Pc . I 1 ', --� - _ (Typical) PHA the road. Reference Town of Burlington "Highways and Roads I LOT IrA - 1 1802-1865", Page 22, and Town of Shelburne Town Minutes nlf Volume 1, Page 229. o _ _ PHASE, W. R. & G. S. Lang o r 1 = . 5. This property lies within the "Southeast Quadrant" and the ROAD \ ARCHAEOLOGICAL Vol I . 131 Pg. 299 - Legend- luvALLEN _ "Spear Street -Allen Road Scenic View Protection Overlay" cos / •.I i - i AREA N82'46'23"E 1 Zoning districts. EXISTING PROPERTY LINE o.a " I 9< �I OTHER APPROXIMATE PROPERTY LINE - - - - - -EASEMENT LINE n" Ar, _ LOI IOI ----TL---- TOWN LINE ° / / I _ 1 I / _ � \ _ A�' /Pf LOf 100 C CMF 0 CONCRETE MONUMENT FOUND IN I/ i - 'TARS E CMS O CONCRETE MONUMENT SET I 'iN /^ I, I A IPF/IRF O IRON PIPE /REBAR FOUND w/SIZE I Q ( s7oRMWATER / _ ol` ��1-' 1 C, PHASE 1 EASEMENT \ ' n/1 CIVIL ENGINEERING ASSOCIATES, INC. O 5/8" REBAR w/ SURVEY MARKER SET \ I Q lV 4l 35.3±Acres - _/� f Dorset Farms IOMANSF/ELDVIEWUWE, SOUTH BURLINGTON, VT05403 UTILITY POLE I I o-; /•� -, 1 Assoc. f ncludin School Site \ -- - . ' �, / /� � `. \ , - m� Homeowners /'1J1g2.864.2323 weD: www.°ea-vLcom 'w l IJ r rPF FENCE LINE v, I 9 I _��ti-�/ l B" AG \ B" AG Vol. 426 Pg. 101 COPYRIGHT U 2013 - ALL RIGHTS RESERVED STREAM R=12000.00' I S8T12'20'W ._ nwvN AG/BG ABOVE GRADE/BELOW GRADE L=157.49'-� 12817• z GAC PC/PT POINT OF CURVATURE/TANGENCY CHORD Ill 1 ) // I A rnxcxxn VELCO VT. ELECTRIC POWER CO., INC. SOB'04'38"W I j / C\ I 1 �i TRC 157.49' cus 4 }}}Ln PC _ �% 20'WIDE WATER N II \ 0 % EASEMENT 1 APPROVED To BE CONVEYED £ TRC TO CITY PTs 1 �� \` / it 1 \ l / '� \ /- I FLUSH -�� DATR 6Y REVISION eµ� - - —J— AREA o I \\ / \ - To Dorset Street - -_. 3 J 1 • IPF ,/2" IPF y FLUSH n l - � -y \\ , Proposed re' G M �Np AVE" — — rwsr' _ �p _ - _ �� — PHASE 3 w/ eaAss cap I I-- ` -�. — - 1200402013 TRC Revisions on Sheet P2 lLusH 11 � / 13.1 x ACRES Z I 1 - LO w n/f �� 3 ,°.-„E f // 1 o Dorset Farms N� r o BE I OPEN SPACE It I N Homeowners Assoc. 1`A 'V69.1 \ CONVEYED1I /I 18.p:ACRES Co VOL 426 Pg. 101 APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE _ DAY OF 2013, SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS_ DAY OF 2013, BY CHAIRPERSON. RECEIVED FOR RECORDING IN THE LAND RECORDS OF THE CITY OF SOUTH BURLINGTON, VERMONT, AT _ O'CLOCK ON THE _ DAY OF 20 ATTEST: CITY CLERK I t 7 rn N N D. ; , OPEN to\ - f �. TO CITY SPACE �9J, D�.� -1471J5' r- PF B"AG 251.35' _�—IRS 779.05'cus N89-08'097E /I — — /j-\ � _ N89'08'09`E / N87 03'S6"E Lu ` ✓fI CO EASEMENT 4 �-i j I RK Hon° — D I I Qg n/f nlf I� P. & J. Clifford j�f S R. M. & D. M.o ti o VOL 165 Pg. 130 4 Of .Ur//.� Vallee m Sh@s/fj� aYrOn Urj,e� V. 141 P. 6 `N a 'I� Io ' GRAPHIC SCALE. ,/1"IRl W/ BRAss CAP F! USH IN FEET ) I inch - 200 it - \ South Village Communities, LLC South Burlington Vol. 801 Pg. 465 Shelburne Vol. 348 Pg. 416 Areas by Survey 223.14 acres (South Burlington) + 2.61 acres (Shelburne) 225.75 acres Total PHASE 2 OVERALL PLAT SOUTH VILLAGE COMMUNITIES, LLC Spear Street South Burlington, Vermont To the best of my knowledge & belief this plat, consisting of two sheets, properly depicts the results of a survey conducted under my supervision and is based upon oars records & field evidence found. Perimeter boundaries shown are in substantial conformance wain the records OCT. 31, 2013 unless noted otherwise. This plat is in substantial compliance with 27 VSA 1403 "Recording of Land Plats". Olu. AL KA. 1" = 200' PROI. NO. Timothy R. Cowan VT LS 597 01243.08 il I - Survey Notes - n/f C.E. Long w . This sheet depicts the boundaries of proposed lots of Phase 2. I I n/f L. Long / Revocable Trust N83'26'1 B"E_ 521' 1- 1 TO IRS 2. The perimeter boundary survey was performed during 2004-5 , Exempt Family Trust i 18"E N8''26'1B"E N63'26 using an electronic total station and GPS. / :� 1 � 2�,§�' 3/4" ANGLE IRON 63.63' 3 I 8" AG N63'2fi t 8"E 178 84' N83'2fi 3. Bearing c shown are referenced to Grid North, Vermont _ _40.17' _ ��m O O�� w h 129.71' o u lu Coordinate System of 1983, related to National Geodetic / OI - - - _ _ - _ �� -� 1 N 0.20 �- Survey marks PG1580 "F 65" and AB9571 "NE Aiken" ~ OPEN SPACE _ _ _ �_ _ N N h 0.22 Ac. 59 �LI 12.0.Oo' �"' established by RTK GPS measurements. 0.23 AC. gg _ _ _ _ _ N12'OG32"E I I NB2-ASIS"E 9� g94.0 = = N83'ST 27"E 341.90' �IN -�40�68'_- �583'26'40"W _ n�2 N85'29' 25.48' ....................... 4. Spear Street has a 66 foot wide right of way. Location was 30.31' I o r O "- - 25 W S20'9'29"w i - - s m� 61-70 determined by existing monumentation and the traveled `5 8.S , 51.93' 11 I _ - ^ 69.7 i 39�36 f' o l0 56 57 58 I O.8D Ac. ;12'52'55"W \\ portion of the road. Reference Town of Burlington "Highways N12'00'32"F CM5 ip5.t 8' and Roeds 1802-1865, Page 22, and Town of Shelburne 52.03• I '�� hJr v �' 40 s // u I� O _ _ J _ I = 40.19' \\ L O t 774 4 J.1 Or-18396' ry y n S F u _ Town Minutes Volume 1, Page 229. I h b e o.25 Ac. �. f 1-- -- 1 N>6y,• •hrhti •`>/�9S . Ary/o- 9♦'O•N810,' 7"E-N83'ST 27"E 310��2'xe 'J08'48"E 11 33" +a �' 38 '� , 8 `L• 0 ♦S II 106.50' - 331.BT �50• _ 5. This property lies within the "Southeast Quadrant" and the 3 6-AFC r .�2'�g`R. > 2`1'�O O.O. 2'00 l01 _6 2° °0 41 e- F // ga.25 CHURCHILL-�11.9,' R 3500 0, 1�\ "Spear Street - Allen Road Scenic View Protection Overlay" G> �. 9• r 0 21.18 NB3'57'27"E 1� 1 m APPROVED BY RESOLUTION OF THE DEVELOPMENT zoningdistricts. D9 C1 39 o.te Ac.po }II l O olo-i65.2o 2 �g1E REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, Li azO M. °r" 05'!}� TYPICAL 1N 55 Neu 108.18 C1[ N16� ,6`�9ry L3 `ia1 ° SETBACKS 10' Wl a 0.m A. No6-02'33"w 81-90 C13 �'1 VERMONT, ON THE _DAY OF 2013, L2 / 4 / s5 N f L s2.ss' SUBJECT TO THE REQUIREMENTS AND CONDITIONS a ti I N84_26 36"E I 1 I - Legend- 2 N76'11'33"W �NO 2 1° °� - z 119 c OF SAID RESOLUTION. o: I 1 74.59 110.03 n o 0.87 Ac. . I a III SIGNED THIS DAY OF 2013, y I I ez9'`,T'7 3 42 0 O C 71-80 NN u` 121 EXISTING PROPER? LINE � I 1 I L-87.06' N58'03'16"W o.zs Ac.. OPEN 1 a 1 'alw - R-275.0' C[ ,y � I� I m 0.21 Ac. r 0.49 Ac. = 1 i6 \ OTHER APPROXIMATE PROPERfY ONE '3 ♦ 4a% SPACE •1g"E �Ix �Iw 91-99 1 O \\ BY CHAIRPERSON. EASEMENT LINE / L=69.43' ♦ $1��3 O9 \J+ t47g_26_ C) s If III N ^ R=100.0' 108. '� 3.73x Ac. 136.43 0o u• -__-TL ____ TOWN LINE CMF 1 .o J Z Ctl _ 589'25'13W itCo N 43 0. rn o1 - oolr 39'192 o o N a !;MF ❑ CONCRETE MONUMENT FOUND 6 AG I vj L4 - ` 0.17 A., + I( 1 O 53 0.23 M. r \ N>g A olm 17 ) o - I • E 98 WWW��111 -- ro6•g5• - - / RECEIVED FOR RECORDING IN THE LAND RECORDS OF 48" 2 W 68.48' tO 'o 'p 1 / CMS El CONCRETE MONUMENI SE! l+- 1p8p9 0� II "+ N75 pa C16 51 ^94 9.54 586'S'07"W o oIr -1J. THE CITY OF SOUTH BURLINGTON, VERMONT, ' L o \ a I NOTE: 'i 137' y B' o O I AT O'CLOCK ON THE DAY OF 20 iPF IRF O IRON PIPE /REBAR FOUND w SIZE I O P. N �O iN 11 16 I•i L/ _ / / 1 ' 'N CAPPED IRON RODS z o� N N- I 20 I ,1 1 J 0.17 AC. o- 1 ,e w 52 �18 ^, J( �; N� 0. 49 Ac. 01,1 1- O 5 8" REBAR w SURVEY MARKS R I I m. 1 'll �l o PROPOSED AT LOT o _ / / „� w 3.0 "E �. I . -a d °° I mj O rn 0 ATTEST: CITY CLERK I I 'o'. m� p9 -' 11 CORNERS (TYP.) . N^V 4Nrmo. 4 �, u' 21 I D j 15 ,1 01\ nL UTILITY POLE 1 20'wide 1p8 o JI _ I 1 Stoma ease. £\ rn 45 0.\11\ 52331'2B•E f 13 �'� o - L.._ _I > --------- FENCE SINE � conveyed 1 N £ 0 0.17 Ac. 0' -� 158 32 Z (- - _ AC/BC ABOVE GRADE/BELOW GRADE ' I to City A Q o /\ U. 31.00' 51 $ C r- - - m 0.68 Ac' � LA r ' o. E S_BB'0_S 41' W N I POINT OF CURVATURE TANCENI-r Z 10 0� 0-1\\\ N p7 r,� m N p 50 r -COMMON LAND C"� u+ u+ 14 n lil ' / iti/s 61,i�2 0O �. q.,9 C7 11 25 24 I' I 1- PC/PT J1� ��rO •I `\ WETLAND BOUNDARY 42 61-70 UNIT NUMBERS (PROPOSED) CPC \ 017 AO N p02 /4 r`'0 I- J L 23 1 OI 13 �1 Il.........: 3 �1 3 O z mil l a4 11 1 49 d\ 0.20 Ae L O, O I �. 1 C5 51i6 g1 11 /�0p1� 48 0�\ 0.37 M. 4. 1�e�5� so,o}s:r L, _II o o P, o_._- J •" I I 10 \\[ off\ O off\ R,2�7 0 Is aSs' 2�0.23'�N IY-..... - Short Line Table - N 47 0 0.17 Ac. p �2 - 5r =52>.p\� N oo.00 l L=37.98' cA\ ,, l.6 SEE SHEET 1 of 2 Line Dist. BeOri� I R=63.0' S89'S9'39"E a: $87'43'S2"W / I'. 37.81 N58'03'16"W , L=93.78'♦ S8g5`6`- .o��Nw+a.l7 Ae. 1pU125\1 _�- 33.8 50.12_ LZ0>.52 L75 J ao.,r, 12 45.10 N58'03'1E"W R='15.0' 9p'94 4 N8 L-69.09' 4j s>2� L=4e.ea' for LOCATION MAP L3 6284 S40'36'37t � QF C6 R=.75.0' I �\� L16 T L� '1.6/ N"8'16'16"W I i N4S �60, 26 27 1 /O/\� ~R=2B000'\\\ 9' i� N67'23'12"E I / 28 I 7 \'•, suavevoas: L5 4'.36 N6T2?'12"E I ' qe.w 775 /S6'2312 1 30.64' I L--1---j / 29 / 57.71' L6 9.36 N67'2_'12"E I I R=12000' 68• -_I� ' I �� / `J S25'0213"W 17 8.85 S89'59'39"E L=744.74' 1=95.5T �-/ �L� S64 p fl -- I Proposed Street-zz.a1' 1 95.57' / �r E 31.03 N0211'25"E ' I - CHORD R=63.0' SCHEMATIC G� ;4 8S6 28,74_ _S02 , 25"W I S10'13'32"W Dedication Table I I y -.w ` SLOG. LOTS l --' � � `V S+� I I c , S.,o S8959'39"t 1 744.62' °"Lrp1w.1 OPEN SPACE L11 ' 12.00 N06'0233"W. I I N. Jefferson Rd. 3.06- Ac. iz 16,63 S10'08'48"E s arr�Es CIVIL ENGINEERING ASSOCIATES, INC. Churchill Street 0.95_ Ac. 1 LOT 4B 12\/ o/. 13 33.36 S16'22'57"E I ^ a 10MANSFIELDVIEWLANE, SOUTHBURLINGTON, t? 05403 6'22'57"E I Marsh Road 0.97� Ac. .o 1.30 Ac. COMMON ,31 L Flo iv/o4'ST47"E I n LAND DJ j� tt1 % °j SJ'11'S8"W// 802-804-2323 web: www.cea-vt.com //^Total: 4.98-_ Ac. OPEN SPACE NA JN OO/_COPYRIGHT !✓ 2019 -ALL RIGHTS RESERVED 4'57'47"Ev ) I I z 2.53 Ac. I- - QjrN //4014p 1 E ♦ - �32 I m /12.67-AC. J�L�l z2.22'_47"W ,411.E----id L/ GAC t 3 O I 10 N I/ CHECKED L - J Im wl �olr3 I PROPOSED STORMwATER TRC - Curve Table - I ; I < o v� O u ,I O- O a 9 1 DETENTIONAREAS a a o_ _- J d (TY 1 Curve Long. Radius , I r -'T o a � � o ll PICAI. APPROVED c, 25.42 327.00 \ I I ® 1 to � of<_ a TRC C2 25.32 152.00 1 1 I IN zl m * 11 C3 26,13 152.00 I 1 I ---__ -- I LL 11 O$ I ca 54.09 152.00 ! 35 I W L=109.85' oars ex asvlsloR GRAPHIC SCALD'21'pt^4�- C8 tR=203.45'CS -3.40 63.00 IMF❑ PHASE 1 _ _ _ BROKEN 29.95 63.DD J t25.00' o -C7 55.2D 170.00 LOT11B�so7 za 37"E J 17.70 170.00 o0 0 .o es reo Jzo\O > \\ ry/`� `o/�i i 27.72' --- - -�-- ry M C9 60.25 660.00 r�,n CID 70.00 660.00 nilos 37 C11 57.93 660.00 ' ( IN PEer) z \ \ 4'\ J $ I 12.04.2013 TRC Lot 48 8 Common lands labels 8 areas C12 38.50 160.00 I 1 '.oh e0 ft. C13 60.95 560.00 .I IMS II __ _ _ o2 tipJ, ''>90 ✓\g\� _s50/b\ `� o`p\. � C'4 15.04 500.00 o .ac's 39.62,2000 BEN, c 1 \\ I 1 PHASE 2 C'6 5.67 600-00 < C17 230.00 I LOTTING PLA T C18 5T16 230.00 CS82'59'58"E L17� C'5 O \ \ i\ %, a� PHASE 1 9.31' �, Oo \ f I jbo�ry '�� 1 / Sy1 //// SOUTH VILLAGE ❑ TO Sheer l= e_Rd. I LOT 11A / 6 � �0 i„ ..� /i/ -... - ---...._.... COMMUNITIES LLC I '. 96 q8.\ /^/,^j PROPOSED r A/6j3 /h0 II f-0OTPATH -- ALLEN ROAD PHASE 1 L' `"P�"' Spear Street G N49'4�'S1"W p0 I I _ L L E/V LOT 11 6D.Dp' South Burlington, Vermont To the best of my knovdedge & belief this plat consisting J of Iwo sheets properly depicts the results of a survey SOUTH conducted under my supervision and is based upon iI F JEFFERSON records 8 field evidence found. Perimeter boundaries ogre DRAWING acaesR I I share substantial conformance wth the records I �s ROown in unless noted otherwise. This plat is in substantial OCT. 31, 2013 N I I I % compliance With 27 VSA 1403 "Recording of land Plats". I � ORIa1NAL SCAIJS I ' r 1r, = 80' 1 p 2 I I I 1�1 Timothy R. Cowan VT LS 597 PROJ. N0. / 01243.08 SHEET 2 f 2 r \\ , 1 \ \i I / I - l ---- 1 ��' .�' _ - _ I / if \� \ l r / / - - /ri7/ (ri l L I /E <� i / ' 1 i ��,✓1 1 —,� _ / \l_ \,r_ —�-'% • � • � 4 � (�`/ l I \�_�a- _' \ \ I / -`c' — � \ / \ \ 1 1 � \ j a /' � ♦ \ 1 \ I 1 I'r r1V •. \ l 1 / J. /. � 4=� ' l f J `, \ �, ew'�pHt ail \ � \ I �`�\ / \ \ / _1' \/i 1 / � Po \ 1 \ ...\J \ , 1 4V /�_. �.-- -T ( • 1 � � I 1 / 90 / . rll •� \\ \\ \rl �R'.yect�,ns I � I ) /,` /� / // // �= � i \\ '\ 1 \\ I _ —I ) \ \ \ - , \ \ •>,S I AehB I I i v ! ( // / / \ \ I 1 \\ \ J V \i ` \"l \ - _ _ -Gil \ 1 \ / \I \ �'/ + 1 f I jbn. �I n.. w • + \y� i i / \ 1 \ \ �7 ��y\ '� \\ ��/` / 1\ 1 ZGibP' I +r "j� f TI p l.a• t 1 O"'_ % % / A/✓> I \ —� 7 I t� J' 1�'�• i i 1 \ V I 1 / l r .L /_I-1117.-1\I 11 / / AA,O I \� . ,. a.• ( iell• • / / I I I IS I � \ ) \d/ ri r ) \ ,� I , � i, X' / 1 I I I I / l / ' / ' ' / _.t - -1 -� , I •V � \ I•n zRlxT�1 1 tiQuli+u \ i / /\ \ 11 ' i j t e \.. ,/ ;FI/ 1 / II I I % ,ter f1'/��--fir I I � ��./ t I I l i \• 1 \ `J..J-�"!� I.)�. I\;1' /II / I jl\y.�. \ 1 I // i .V , 4 c..F zniT ii�af, M•/ / I I / I I 1 / ♦ V I /-_A L ��i �. ♦ / / / /\. ,/ A16\ /I jJ \ \ r / /.x, /-.[._/_.y- / I I / I I v� 1 I I IStie •�K��J I \ \ /' \ I I -- �\�' \ .a / %' / ' / ' I. ' JI daR i I• / / I \ \ \ I \ '1-- _ ��.1r.' ��• '\ ! / / r / / / / 1`A/� `I + _.1._-T -. k \ 1 \I a �V I , • ( // ! \ \ \ ram"-`-�\ / 1`- < �A / / / / (_.11.-f- I / 1 1 1 1 \ \ \ I 1 I ,\ \ \ I I %/ / I ( I I l ) I I I \ 1 A'�k -i/ t \ \ / ✓ / \ \ ` ��^..� c_ / / /� + 15UimA \ / �UfdJ/ �" r, I •� �. 1 I i I / I / 1 ,/ a \ zc<.ac\\ eu• \ \ \ ♦� \ , 2Soj 81Gib�A an`L z•.m �I 1 \\ \ / 1\ \ I 1 _� / \� \\ ) \\ 1 \ �i �� j \ I r. . /. l ,' // j / / / \ I • \\ ; i \\ 1\ \\\ `\\ \\\ \ \\ / --l- \ \ < '/� //-' \\ ,^/ \\C\/ j / - I I \ l . I . /. • . \ \ \ \ \ I I / I / l,.\\ \ V \ 4 GibP I. ,� • / .\I \ \l \\ \\ \ I I ' �` 6Q�ma( • � � • •)• r \ > \ I I 1 I I \ \ ��_ /� � I' r' r/ /\ �'� �I y� � ' / I l / , ' J I I , I � I .•. ) 1 I I ( ) j / l ! / // /' \ � � 1 r / \ ! / / 1 \ 1 / /I /' ' / /' / ' s / • / / , / 1 \ I / / / I I / ' \ / y / -- �i // / i'/ -i �_'_�_ I ml l l \ SAerl6 I I /' 4AcmM I / • \ /• \ \ 1 \ \ \ TpTac \ \ fj c, `\\ \`\ i �) \I i 11\ \ \ 1 6ItS IrI ( �/ 5�IaP L \_ 1 Cj V\ \ \ /1 1 *•� •� chLinej �• \ • Ii�_NNNI --t---� - \ , , ) yandscap P • - - - - - \\ II f / f I !' / ,' 8Gib� \ \ I I I\. \\ V. / i 1�, -I / , I Sheet L•. r' 1\\ \ 11 \ Owner & Applicant THE CONTRACTOR SHALL NOTIFY '..A\'E' AT I \ / \ SW H NLLAGE C MUNITES, LLC ,—BBB—DIG—SAFE PRIOR TO ANY EXCAVAPON. / 1 I \ 0 40' 80' 120' ( l — — �1 \ ) \ ' / ' '' ( 1 i / % QUf / / / / / r P�OOBOOBI� BFiERS) / / 1 GRAPHIC SCALE 2 SOa // i , 1 �) SWTH 9URUNGTON, VT O6WT \ \t, R"'r,v,.nz A......•. N.. �n, ...X, s... IH. md,nwA A.....n. m. F� N,n o-,:nznz ..., ,.,«. �m.a •' "a . ' . ' • . ' . ' ' i \\ i \\ / I ---` i / / \\ \\ ' oa�A ❑ R¢ouae4xnm�^^* SOUTH VILLAGE COMMUNITIES, zn4n� \ \ \ i \ I \ VE....,NT'•,, ors LLC zo,z a I \ 1 \ \ \ ` ) / �: .GNPRtEB�. . •ww � OOCA �, \ \ \ \ \ \ I / /\ *.' ['�'�'•*= ON^ O`LEARY-BURKE SPEAR STREET SOUTH BURLINGTON, VT 2012-4e-S3 • ' • • ' • 1 \ \) ` LANDSCAPE PLAN,- STR�ET TREES �`fRT�I \ a {L(J �: - / \:- s CIVIL ASSOCIATES, PLC aAN•¢T, LANDSCAPE PLAN . `. \ . � . I \\ `\ \\\ \\ \ I \\ \\ ' Jl I /I ( / �' 'o;groDscAVE„�. �,•=4O STREET TREES— NORTH L' 1 6Acf8 MItS r // artds . Re P , \` �1 1\ Ij 5�1■P L I 1 Match Lin —0 It \ \ 1 / '4 1■■ • i ,no �!W I ) III I I 1, \ / r ;> ♦\ / / I if /i � �, � \ (\ � -� I - - I \ / I I ' I LAN CAPE PLJP,N - ST.EE•F T�\EES - SOUTH 1' 1, A N T L i S T Large Street Trees KEY QU SCIENTIFIC NAME COMMON NAME SIZE & SPEC. AcfA 13 Acer x freeman[! 'Armstrong' Armstrong Maple 2 - 2.5" cal., B&B AcfB 6 Acer x freemanii 'Celzam' Celebration Maple 2 - 2.5" cal., B&B AehB 12 Aesculus hippocastanum'Baumanii' Baumann Horsechestnut 2 - 2.5" cal., B&B BenH 6 Betula nigra'Heritage' Heritage River Birch 2 - 2.5" cal. B&B GibA 8 Ginko biloba'Autumn Gold' Autumn Gold Ginko 2 - 2.5" cal., B&B GibM 8 Ginko biloba'Magyar' Magyar Ginko 2 - 2.5" cal., B&B GibP 17 Ginko biloba'Princeton Sentry' Princeton Sentry Ginko 2 - 2.5" cal., B&B GItS 6 Gleditsia triacanthos'Shademaster' Shademaster Honeylocust 2 - 2.5" cal., B&B GItT 4 Gleditsia triacanthos'Sunburst' Sunburst Honeylocust 2 - 2.5" cal., B&B Nys 6 Nyssa sylvatica Black Gum 2 - 2.5" cal., B&B PlaC 7 Platanus x acerifolia'Columbia' Columbia London Plane Tree 2 - 2.5" cal., B&B Qub 19 Quercus bicolor Swamp White Oak 2 - 2.5" cal., B&B Qui 11 Quercus imbricaria Shingle Oak 2 - 2.5" cal., B&B Quma 6 Quercus macrocarpa Bur Oak 2 - 2.5" cal., B&B Qumu 6 Quercus muehlenbergii Chinkapin Oak 2 - 2.5" cal. B&B Quru 18 Quercus rubra Red Oak 2 - 2.5" cal., B&B Soj 2 Sophora japonica Japanese Pagoda Tree 2 - 2.5" cal., B&B TicG 4 Tills cordata'Greenspire' Greenspire Little Leaf Linden 2 - 2.5" cal., B&B Tict. 6 Tills cordata 'Glenleven' Glenleven Little Leaf Linden 2 - 2.5" cal., B&B Tie 11 Tills euchlora Crimean Linden 2 - 2.5" cal., B&B TitG 6 Tilia tomentosa'Green Mountain' Green Mountain Silver Linden 2 - 2.5" cal., B&B UIaP 5 Ulmus americana'Princeton' Princeton American Elm 2 - 2.5" cal., B&B WaV 6 Ulmus americana'Valley Forge' Valley Forge American Elm 2 - 2.5" cal., B&B UldJ 14 Ulmus davidiana 'Jacan' Jacan Elm 2 - 2.5" cal., B&B UlmA 5- Ulmus morton'Accolade' Accolade Elm 2 - 2.5" cal. B&B UlmG 4 Ulmus morton'Glossy' Triumph Elm 2 - 2.5" cal., B&B Small Street Trees KEY _ QU Acc 4 SCIENTIFIC NAME Acer campestre COMMON NAME Hedge Maple SIZE & SPEC. 2 - 2.5" cal., B&B AcmM 10 Acer miyabei'Morton' Miyabe Maple 2 - 2.5" cal., B&B Mae 4 Maackia amurensis Amur Maackia 2 - 2.5" cal., B&B Soa 2 Sorbus alnifolia Korean Mountain Ash 2 - 2.5" cal., B&B Owner &Applicant 1-885-0G—SAFE PRIOR TO ANY E%CAVAT 0 40' 80, 120' GRAPHIC SCALE SOUT NWGE OWMNNITIES. LLC C/O ROBIN ,EFTERS) .o. Box alas SWM BURUNGTM, V Oa407 war IL�Ms w4" iM o.,xv s"" i"., ".n,NN rvno "MNn "w F"" Ya" M "A -A' O rw 0 amw/aNCF.r SOUTH VILLAGE COMMUNITIES, LLC arznn4n2 a` •fin e's "." "'�g` oncA .n,A -4a 20,2 ^^•-' n O'LEARY-BURKE SPEAR STREET SOUTH BURLINGTON, VT 2012-48-93 'nscnaE CIVIL ASSOCIATES, PLCF,, LANDSCAPE PLAN STREET TREES- SOUTH L-2 ,•.aO / t / / ,' ,' ^ / — \ North Fpd P ator Hedgerow 2\COSI 's \\ 1 7 �� y \ _ �\ \ 3\0or \ \ `— ,' sedir an - t sheet on left \ \ �••mim ch Line �•.�••� \ `\ 31tvHG- I \---' 4 v N \ I \ \ \ I Amc — // \ \ ! Havi / I � 4 r 2 Roru 1\ '\ \ I New i rields4e Il both de3 ve Q ft. id✓', ft. ht / w i +' \ , /�� \ IIvJD � � / I , 40 f . lot - each �ide) / \ I I / / Amc + l - 3 ArmA / I � � / I Mado + \ / Roru IVBN ' j 4 ArmA + / 2Q b _ \\ , / I Arab \ �I � II / Amc + 3 ItvHG / I \ Am \/ \ a / / / 2 Cor - 3 CoaP / I CosF / \ r _- 8 CoaP / 3 Roru + /5Q 3 RhtT I - - ! 5 CoaP t_ I I 3 FomM 3 i;osEr - - D - 3 RhtT Fo 2llvBN r'5 69aS r--- / Mado / F�- -2 CoaP —3 CosF -Havi -3 RhtT - 3 IIvBN 'TT oru 4/ 4A Samc I IIvWR lIvJD ItvHG - Sadi - i I Mado 3 FomM + + Samc: c - /i / Cor - I f I 2 RhtT / / u' 3 AraB / 2 Fomr / / + Amc 4 CosF �+ _ $fthff 4 IIvBH / ,\ 3ltvHG 3 RhtT _ - l I I I 3 C $�lc // I 3 COSB I + Mado - 3 ArmA / 11 i 3 Roru IIvBH - + H !/ j / t r 2 ArmV 1 u0 3 RhtT + Sadi 3Roru / 4Coap j , \ 4CoaS FomM ` I + 3 Sadi 1- i I A i v� i �� 2 RhtTl - 3 Army �� RI4tT ; to Amk Roru Roru ' ' ' Roru \ a 31IvWR - . - - - IlvWR + AmC I % 11 I \\ ) \j Roru + Havi - + + 2 Halvi I \ \\\ co 4 CosB - . 3 RhtT / I , 1 _ _ - ---\\ 311vBM \\ \\ t, - . . . \ I RhtT \ \ \ I IIvWR j Amc + I /+ IIvJc�\\ \\ \\ 504G\ I I ,3CoaS/ 1 Roru \\ \ `\ \ \ \\ "Mado +I I ) 411vA I`__// / \• Oamc \ \\ � 1 Havi +\\ 1 \\\ 1 5 Coss + Sadi 3 ItvHG ote; Place boulders unea\thed Cor- Sam 1 durift excavation in pQllinator \ / i + I hedgerow B a g Bury pprox 1 J3bo-u-*r. , 3 FomR + 2 Samc / \ 3 RhF Z 2 Sadi \� t ; + 5 IIVBFI / 3 AraB - 3 Cosf \ 1\ \I \ ��/ 'RhtT r s��lf•i�u �r•�u�u� Match Lini—••�••�•• IT•• •••� \ f // I I South End Polliriatgr Ii'edger-ow see plan -this sheet on right 3 FM LANDSCAPEPLAN ' /' _ ' - I I i 1 / LAADSCAPE PLAN—, 3 �o E -POLLINATOR 1-4 Am -/ /- \\% PbLLINATOR LEDGER 1' L N T L I S T Trees and Shrubs in Pollinator Hedgerow KEY Qu SCIENTIFIC NAME COMMON NAME SIZE $ SPEC. AraB 12 Aronia arbutifolia'Brilliantissima' Brilliant Chokeberry 3gal. AnnA 9 Aronia melanocarpa'Autumn Magic' Autumn Magic Chokeberry 3 gal. ArmV 7 Aronia melanocarpa'Viking' Viking Chokeberry 4-5' Amc 10 Amelanchier canadensis Shadblow Serviceberry 6-7' CoaP 20 Comus aiba'Prairie Fire' Prairie Fire Red Stem Dogwood 2 gal. Coss 19 Cornus alba'Siberica' Siberian Red Stem Dogwood 3 gal. Cor 7 Cornus racemosa Gray Dogwood 2 gal. Coss 15 Cornus sericea'BaileyP Bailey Red Twig Dogwood 3 gal. CosF 16 Cornus sericea'Flaviramea' Yellow Twig Dogwood 3 gal. FomM 7 Fothergilla major'Mt. Airy' Mt. Airy Fothergilla 3 gal. FomR 5 Fothergilla major'Red Licorice' Red Licorice Fothergilla 2 gal. Havi 7 Hamamelis virginiana Common Witchhazel 3 gal. IIvA 5 Ilex verticillata'Afterglow' Afterglow Winterberry 3 gal. IlvBH 14 Ilex varticillata'Berry Heavy' Berry Heavy Winterberry 3 gal. IIvBN 13 Ilex verticillata'Berry Nice' Berry Nice Winterberry 3 gal. IIvJD 3 Ilex verticlllata'Jim Dandy' Jim Dandy Winterberry 3 gal. IlvWR 9 Ilex verticillata'Winter Red' Winter Red Winterberry 3 gal. ItvHG 16 Itea virginica'Henry's Garnet' Henry's Garnet Sweetspire 3 gal. Mado 6 Malus dolgo Dolgo Crabapple 15 gal. RhtT 30 Rhus typhina Tiger Eyes' Tiger Eyes Sumac 2 gal. Roru 16 Rosa rugosa Rugosa Rose 2 gal. Sadi 9 Salix discolor Pussy Willow 2 gal. Samc 9 Sambucus canadensis American Elder 3 gal. Owner &Applicant H... OGASAFE PRIOR NO.ANY E CAV ON? +TM Nu^GE coNNUNITEs, tic 0 20' 40' 60' GRAPHIC SCALE C/O ROBIN .E as) .o. Box 2— S_ BURUNGroN, yr 05407 � tf/x.�� m., o.^y a.. •».-.+w.., ruq Naar ma ruw r. n,1M� i... nw..-.r SOUTH VILLAGE COMMUNITIES, `�.��ERMOryT i,,. :Es '• '' O rw..i O acmtt/ew¢vr LLC oeswN ouCA ^MCA O'LEARY-BURKE : CIVIL ASSOCIATES, PLC SPEAR STREET SOUTH BURLINGTON, VT tot 2-aa-ss M°` LANDSCAPE PLAN `,"vosrwo '�nuupt r-aa a^ ,-nx a,e.nes POLLINATOR HEDGEROW I, - S(') UTH VILLA GE - PHA SE 2 A PLANNED RESIDENTIAL DEVELOPMENT SPEAR STREET ,tom GRAPHIC SCALD: 1 Inch = f00 (t. 40 I 9 i \ 1 \ J < � / 36 ° I J I I \ 33 I o' 3 I 36 137 I / 4 d I l I I I OWNER/APPLICANT 1� SOUTH VILLAGE COMMUNITIES, LLC (CIO ROBIN JEFFERS)P.O. BOX 2286 SOUTH BURLINGTON, VT 05407 so„TH/VILLAGE ` PHASE 1 SOUTH B URLING TON, VT PLAN SHEET LIST Sheet 1 Sheet ,2 Sheet 3 Sheet 4 Sheet 5 Sheet B Sheet 7 Sheet 8 Sheet 9 Sheet 10 Sheet 11 Sheet SI Sheet S2 Sheet El Sheet E7,2 Sheet PI Sheet P2 Sheet P3 Sheet L1 Sheet L2 Sheet L3 Overall Phase 2 Plan Phase 2 50 Scale Plan Plan &Profile, North Jefferson Road (Sta. I0f00-23f00) Plan &Profile, Marsh Road (Sta. 23f00-35-f-49.12) Plan &Profile, North Jefferson Road (Sta. I0f00-17f30.20) Plan &Profile, Churchill Street (Sta. 10f00-17f82.75) Lighting Plan Roads, Details &Specifications Water &Sewer, Details &Specifications Pump Station, Details &Specifications GMP & VT Gas Utility Plan Storm water Management Plan, POI #1 Wet Extended Detention Pond Storm water Management Plan, POI #,2 Grass Channel/Dry Detention Pond Erosion &Sediment Control, Phasing Schedules Erosion &Sediment Control, Details &Specifications Phase 2 Overall Plat Phase 2 Lotting Plan Phase 2 Easement Plan Landscape Plan, Street Trees —North Landscape Plan, Street Trees —South Landscape Plan, Pollinator Hedgerow I O'Leary —Burke Civil Associates, PLC 1 Corporate Drive, Suite #1 Essex Jct., VT 05452 878-9990 CONSULTANTS Civil Engineering Associates, Inc. Michael Lawrence Associates 10 Mansfield View Lane 8 Lincoln Lane South Burlington, VT 05403 Essex Jct., VT 05452 864-2323 878-2778 r I ( GAROLYN E. LONG •`- �_ (/ / I P (� / 1 / / v v T- t^/ / C REVOCABLE TKU5T , ( � / 1 /I / ` If r I11 Ilrl r 1Al c /( r / t ,-/� / ( I ( / ///l/li////1 / r ,•^J / LIJ� LONb, FEWIFT AMIL r R 'FAMI USE N/F I.500 GAL. SHARED i 1 P 7- /V I f I /) �(( •/ 1 UMP STA - — - PPP C /71 / /G �� A V A • \ . �ACvRICIULTURAL =0.53.(1�.1 3� OP'EN, 5?Ar, 41 � NOT' DEPENDENT � - - 1I39 t L_6N PHA51N6 +3 ACRES I 2) 1• TYPE K• GOPPER WATER 1 1 sEKV �5 _ _ eo I TRA14 LIgHUE I ( _ _ � _ � I 1 NI F 1 1 BETE T10�1 AREO( 1v 1 11 ! \ "rbb t V ISEEI�HT. 021 ) I - i I •::j.\t=rr:r�rrry••\ I\ �\\)\\I\I\� \ as � ��" /'r �'� �/ 51, ; '.. _I V. :: 1 / 1 r25 50 Ifl PROPOSED �"r I I 1 •'4:LrS(a(a•1 •Y. \ 1 1 \ ( ) /. - RECREATION 1 \ �'� V I •{V4�'G[.AM� 1v \ (\ 1\ / )\ / ,�; / PATH I / v Av �� i 11 11 Q v A �'AGLRIGUL ,I '. !\ OPEN 5PMtE( I v I / ` t1 7 A I l/ - - / / NOT DEP"T / /' / / ! I 1 I I / III ( 1 I I 11 A A v I I J ,�1N PIM>`i INGr \ J / r" 1 I Cy i -0. /IGR I / / / �' / / / / / r3 1 // I 1 �� f/ -- I �� /� \ /�PROPOSm i EGREATIO PATH I FUTUR\E � J IY 1 I / I �y�•S•Q,MMON • B,t�! ,IIj1 1 v / Ir 1�'�rF��e�A�llll E'IS IyI 1.1 � iil)%F Location Plan -"' G MON I[AINQ . . SOUTH BURL IN&TON, VT 1' •20n' 10 Legend q 1 • � ✓ • • / • �� PROJECT EOLRDMT — _.. _ _.— _ _ PROPERTY LINO p"- }� •SiOR7Y1V✓ATER• _ a' DETENTION •AREA' \ - - - SETDACK 8 •'POI •i I'•• ISF{EUSHT •54 m------- - -_ CONTOLR LINE ( V.5.6.5. DATUM 1 --dN)— PRWOUD FINISH GRADE GONTCM ERISTIN6 IRON PIPE • 1 \0 13 DOSTING CONCREI! MaMAENT • �� • IRON FITS ITO DE SETT I 6 _ •\ l�•\ 1 � COPR.11ETe MONAIF3MT fro ISE zET .^.%T . . . . • . . ... ! `¢, UTILITY POLE EXISTING ELEGTRIG/TVITEL OM LINE 5 J _ . . . . s'. „^. SEWER LINE 5TOKMLRi WATERLINE TKA1lt "ISTI%AIK POSED HYDRANT 5ILT P E \- . I -USE / l 37UOENT / / / / / ✓ v . L v K,t� /, PATH v �r�v, �5GHOi�_51TE / j 1 ff�� w '�A1�S Tw0'.�. l i / ( RS.O ACRES I ! a / BSI -MISS 4J, �Z°+x ir ( ,� 1 I � � �I4 •I 1 I. L .� ( (\111�� /•`Il�vl�(\Ai >� '!- G.'],_ /�1 1 / (' I t ► .II f i. .�•/ii 4 �k,-- Ij/ //)IIII l /1 11A111AII(} � � / �� -' 1�- ti I � t i � L�•'� ) .I .,.�. s`�`. ( I/� / )I//,IIII/I1 I1\I11�It` �, �\ \� I /-/ / /� ` �•�.-�-r ( \ h� f).. 1 PROPOSED "�•�`_.� RECREATION II / .� / / � l l i / 1 J _•BUFF / \ I I -I �� ), / 1 1111 1 f/ I I A I l l \ 1 \ \ i Cl A _ PATH _/ �Ji Rob 1 Notes: D ALL WATER SYSTgI WORK - DE IN ACCORDANCE WITH CHAIFLAIN WATQ DISTRICT EL 'XIFICATION5 ♦ DETAILS FOR TC -ON OF WATER LIPE5 + APPURTOIAH V w ALL SEWCR 5»TOT WCRK SHALL w M ACC.ORDANGE WIT( THE STATE Q V LINT OR§ AND THE CITY OF STA/TH -ON _IG WQKS SPEGMIGTCM. 31 PLAD NOT Tom US® FOR OrIMITY LLWVEYANGE, Rl'JER TO RAD ENTITLED i1MX T OVQN.L RAY AND T5N5E I LOTTING M1. 5WM WLLIbE C.OMMUNITIM LLG DATED 10/3VD PRPP.Vtm DY CIVIL OHGINEERING ASSOCIATES. INC. I 5 ! � SOUTH VILLAGE M PHA5E I GRAPHIC SCALE P M T DREAKDOWN - 51N 'FOOTPRINT* CARRIAGE 5TY WITS L T, 5, 6. D-15, 36 AND 37 • II UNITS - DIRLDI Y•OOTMINT' UNITS 3H4, 7-14. AND 7D-35 T6 WIT4 - TRIM" 'FOOTPRINT' IMITS 56-6E • 3 WITS ( IN FEET) - 511*9LE FAMILY LOT5 36-55. 59 AND 60 TD WITS - MLLTI-tMtT WRDIMGS 61- 10- 13 DUIIDIMS W/ ID WIT5 EACH 30 WIT5 I Inch = 100 IL - MLLTI-WIT DUILDI% 11-11. 11 WIT WILDIWW �•11MLTj1a III1.T•Wl"rs NOTE• -15 PLAN DEPICTS TIE OVERALL FRQOlM PHASE T PRO.IMEMRY PLAN LAYOUT WITH WIT STYI2 RI!VISIONS AND LPOATED W9TLAND5 PER TOD MARINfi. Owner & AiDo/icant SOUTH VILLAGE GOMMMITIE5. LLC (C/O ROSIN JVFM 51 PD. DOX TT66 50U DURLINGTON VT OUOT THE CONTRACTOR SHALL NOTIFY-'-AFECONTNACTOR AT 1-BBB-DIO-SAFE PRIOR TO ANY EXCAVATION. Zoning Information PARCEL IDIM540-OI64O UNa AGRE51 PHASE TWO. 117.75 AGREN - EXGLUDE5 LOT 46 11.32 AGRE51 PREVIOUSLY INCLUDED AS PART OF rase Two o—ALL AREA ZOMD, 5WTH ENT wADIPANr-NEI6HDORHOOD M5IDZNTIAL nE0 -NRI DOISITY. PHASE TWO MAXIMM• IM UNITS, •H WITS NASTm MM D / FAOPOSED. 6MLLTI-WIT5 61--M 50VTN VILLAGE MASTER RAN REGOMIDOtATION APPROVAL (DATED T/D/06) APPROVES THE FOLLOWIW WAIVOC1, PROVIDED THE APRICADLE SOUTHEAST QUADRANT ZONING DISTRICT LIMIT4TION5 OF D1 DUILD1% COVERAGE APO 3DX OVMAI. GOVERASE ARE MET GOMA6E. SINGLE FAMILY IAAX, ft DING COVMA- FROM DX TO 14 51N FAMILY MAX. TOTAL LOT COVERAGE FROM 301 TO 62 MU.TI-FAMILY MAX DUILDING COVERAGE FROM DX TO SOX WI.LTI-FAMILY MAX TOTAL LOT GOVEKAGE FROM 301 TO 651 LOT 51ZE- 51N6LE FAMILY UK LOT SIZE FROM tZOO 51. TO 340D 5F SETDACR SIN61E FAMILY FRONT YARD S 15ACK FROM TDTO RY SM6LC FAMILY REAR YARD SETSAGK FROM 3V TO IV W FOR RFiMt LAISI MI.LTI-FAMILY FRONT YARD 5ET DAC( FROM 20' TO ID' MLLTI-FAMILY REM YARD SET DAUL FROM 30' TO 5' MAX I ftI IN6 HEIGHT• 40 FT IPITG® KOOFI: 35 FT (FLAT ROOF) \ �--+TRAIL / i V 1.7 1 ` 4vA3 ! I A) ( NJE�Lr�NDS- / I 1 1 n5 i S1 m / I� / I I I � y ig �✓ s Location Plan 10' WIDE�&RAVEL >ourH DUKLINCTON VT N. 1.5. V �� K� AGGE55 DRIVE TO - . . . . . . I� 1� PLMP STATION. 4- \ V / 7 / /° T _ - y PROVIDE GURD GUT t: i i 6' WIDE - - - - GLA55 TWO WETLANDS PROVIDE fY S� A'..J. 1... , I / I WITI��NO K.pp Af - � /79 � I / A Legend 1 f I ) ! � / /•, � �I � / • —_�� ntodecr DouoAleT D.I. If 55 GLF ` PROVIDE 6" DR 3 rV.. I I ----- rRorcRTr ur+c 9 - WATERMAIN 5 �\ PVG %1 90 L'sTUB 1 I I WITH END G A I 5) 0.005r/ / V �� o seroncK `PROPOSED V _ " RECREATION / (I I / C ,I j ! / 11 / ,'"` ./ �s PRaroseD FIND GRAo� caNrout nn/ ; PATH I / I l / / EXISTING IRON Pre El eX15TING CON'CKM YOIAAWNT -- -_ _ / , / ! I A \ 4� V �1 / 1 / / /) A _ . �\ • moN ri No eE s 1 / \ ! \ J \\ 1 / �/ / / / JO _ . ■ CONCRETE MONMIIT [TO DE SETI 1 GII2 AP�I1I SCALE NG _ _ — _ _ \\ I I \ o_ ,� % �/�% // / /' / y / 12 f (I 11 X -- --x EXISTI / eLecrRlcm/reLemONE uNE v, unun rolE / IN FEET_' / / / I v WATERLINE )v i / !/ / � � i • � � F- �// / / ; � / I / / 1 JI / � � NGmearoseD HrDRN+r \ p� 50 iL. exlsn I ;' f / , ! A V ^ 1 . . . . ..,-.,., SILT FENLE Zoning Information /I / 1 ( I ! rutceL IDa FHAW TWD- 1".75 A6RE61 - rxu.uon LOT 4e _ - O1b10 D11.M ACRES) IU9 A MI IWSLY INCLUDED AS FART OF \ \� I I I. I `�ARZA `� • • 1Of® 50VIN MSFHAT QIACKANI-IETWO O�LI H15CIOg00 RESIDENT VL DEO-MV \v rFIASe TWO WNULTI IM,JIM UNITS- T UNITS INSTFJt FLANNFd PROPOSED �HA�E� I/ ! 1 � - � � �/ ntoroxD. gun -oars m-rR /TWO) LIMITS I V I - SOUTH VA_LAeE MASTCR MN INK, SIDE K5, ATROVAL IDATCO I! A"LIGA N"PROVCS THE FOLLOWING WAIVQS, PROVIDED ITA ) 'I I / I5AZ�OUILDIND AaE AANND 3Ox OVCCRIAALLL DGOVEKASC IM�rM OF �l COVOtM4 // SINGE[ FAYILY MAX DULLDING IgVFRAISE FROM Dx TO 49 } lyGRIGULTIORAL i / (! l l MLIL I- FAMILY MA%. TOTAL LOT COVOtAGE FROM 3TO Tsol O eG I I /� ) I / /� I I OB I \\-STORMWATER YULTI-FAMILY MAX BALDING COVERAGE FROM xu To O �\ /( OPEN SP/f�GE I� f / / I l I I / / I I I DETeNTIOnI ARee LO TI'� ILY MAX TOTAL LOT coYr.RAGe rRw To mx y FR TO SHEETT Sl 5INs- FAMILY MIN LOT 5OC /ROM MOO 51. TO 31000 5F ! NOT DEDENT PEN (� \ / / / �� F FOR ADDITIONAL SINKE AREAR MILY FRONT YARD 5ETDACK FROM 7D' TO X7' ( ON PHA5ING ( J I I l I J I 1 '• `) 112.67 AG ES I / ! / / I '\ 1NFORMATIannl `Ci 911 FAMILY YMP 5ETDAGR OM V TD IV W FOR RUAK LANEsI I A 1 \ /� 1 � I 6LLTI-rAMILY FRONT YARD SET 5A MOM b' TO 0 \ 1 MULTI -FAMILY REAR YARD SET DACK FROM 30' TO 5' \\ \\ /� 1 �\\ \\ \ \\ \ / �/I 1 I / • - - • • MAX.DVILDIHG IEIrA1T� � FT PITGF D ROOF,, 35 FT IFLAT ROM � \ Notes: \ 1 �•�� .. !t P _4 U ALL WATER SYSTEM WORK SHIiLL DE IN WITH — wnrec DISTRIcr 37 I / J / �_ a WATERYION5[ KS TAIL. ernasFM va Irornu.Anon I _ O / ]J ALL XM2R D T. WORK MULL D[ IN ( PROPOSED V ' �r .i • • • - r • • / Or' [ 8 l0?� uronuow.wce wo SwD+Tww.I r�eRwNrleney I ON ' RECREATION li I f AND CITY O 5W \ / I — \ _ _ vI PATH II III 1\ - d . R \ },, �+ p �.>�J I'LA1ri5 NOT To DE usm rat nxaurr -- -•�� 9 �. 4 Of so. Burfingtoi Douu.Lr L weR TO nuls olTln.m Ar a % ' fuY AND LLu 9 TIIEI i Fur' AR IsY GI E 40AMAIITIES. LLG DATED f /. rRVARCO er ova CNGIMEERIN6 Assacum. ,Nc. \ Owner & Applicant THE CONTRACTOR SHALL NOTIFY 'DIGSAFE" AT 5OM VILLAF£ COMnNITIE5. LLL GLA55 TWO 1-D9D-DIG-SAFE PMOR TO ANY EXCAVATION. IC/o RODIN .IEFFERS) 1 - Fo. DOX ]]De WETLAADS 5GUTH DUKLINGTON. VT 05407 If a�5/9e/14 REVISE FER DRD PRELIMINAKY APPROVAL C.ONDITIOV5 ` 1 \ \ \ A \ V \ A � � ,' / / � f l�I ' �• / / (,i !', i, -/ '/ O i/ / ��/A \� / / / I -- •��t`` ) I IL A AA SOUTH VILLAGET�fIL / D, is oecn GOMMUNITIE5, LLG -'M : u» R - PFH OxLEARY'BURKE SPEAR STREET 5OUTH DURLINGTON, VT CIVII. ASSOCIATES, PLC ,'��y'=-;-_—_;(� \V fir/L DWG I =.1,IaN�, PHASE 2 �AAxxtttN` .� AKaEAaxx 50 5GALE PLAN AGRIGULTURA s3 _ 4 4 _ - -- OP�tj DE i i S>;AAE 1 NOTV PENDENT I- -- - � PHA5 115, � I � I 13.73 ACRES \ ` 5' WIDE t/ 1 EiLNNDi-�. \ I1 TKAIL I Legend FROJELT D I`IOARY ----- PRGtERTr LINE sETDAGA - ----IN--------- CONTOUR LRE I U.5.65. DATLU 1 -- (@D PROPOSED FINISH &RAPE CONTOUR C E:5 INS IRON PIPE m EXISTING LONCKETC MONUKNT IRON PIPE ITO DE SETT ■ CONCRETE MONUMENT (TO CE SETI 10. VTILITY FCLE E E%ISTIN& ELECRIG/TV/TF1.FhIONE LINE 5EWDt LINE O 5TORW-INE • WATERLINE E% ISTIIW/PROP05ED HYDRANT «--.•.w.•.w,...... SILT FENGE Notes: u ALL WATER Sn M WORK SHALL DC IN ACCOLOANLE WITH G MPLAIN WATCR DISTRICT -52LIPILATII • DETAILS PQ - INATIL 1014 OF WATER LINES ♦ AIPURTENNNCKV 2J ALL xYiOt __ WORK •- - N AOLORDANfL WITH TIE STATE - VUMONT VR'S AND THE CITY OF SOUTH Mftt%TCN M1 I4 WORKS SPELFIUTIOID. 3.1 M NOT TO fk USED FM�NtOPERTY CONVEYANCE REFER TO PL./uPi P 'PHA 2 OVQALL NUT' AND V_ 2 LOTTNIG Mf SOUM VILLAGE COMMLRITIC5. LLG. DATED IIO/3V0 PREPAR® DY GIVIL E 14CERIN& MY IATCS. INC. GRAPHIC SCALE ( IN FEET ) I Inch - 40 n. a• W IT'" 7C' I TAR 5L AN IVALVE l V 1 1 I IJ I I \ I 1 %I I I I 11 �I I I I EXIST. n PE CULVERT INV. IN, INV. OUT. 3571aD57 CIS 42 SHEET 6 5 • D 45 \ 4i / / r \\ I /\�\ . r HYD. i4 I ` on - 00 - \ ce i __ �� V 'Hr ' 64 DETAIL �SRA IL TYPICAL CAJSTOM SINGLE FAMILY OD \ t HOME. ACTUAL S12E 4 LOCATION [WITHIN ENVEL.OPEI WILL DE �•'`�• - -// ) X \\ % L.O. 42 DEPENDENT UPON PROSPECTIVE PIJRUHA5EK / I ( \\ \ * �51R� \ `\ \ ' • • \ I MAINTAIN MIN q' SEPARATION - / _ I � •I V Imo\ 1 A L• 4 � � _ I � / \ • o ID.AI� obr. 37�1 IL�IN x oN /A Igo ,. I l DETWEEN WATER SEWER i • • • / / j f J / I \ SERVICES ITYPI AGRICQLTURAL • • ' / / j� /� / \ 1 F.o. \ / \ OPEN 13PlUGE <, I ♦ sMH •a I / / • i/ / ' l ; / 11 I / I\ / , \ NOT DEPENVENT 3/4• TYPE "K" COPPER WATER \\ I \ \ _ \ ON PHASING : 4• L r -' I I ♦� �.. 15EE DETAIL. 45 Y \\ >'3.73 ACRE HYD. 42 S SERVICE IrrPJ r f"YS 1 I( A A PROPOSED A •• A / ve!`�'" A l fill 1 AGRIZ"IYhTUR�A6 A RECREATIONS / / '1� I \ 1 I \ \ OPEN 5PAGE ��y j PATH / J \\a 11 NOT DEPENDEN4 1 '\ \ \a _46 HYD. 43 / •/ / ,,• L j// / [SEE DETAIL, /+ ROVIDE D" SOR 35 I \ _ON PHASING �� \ \ / \\ 5_r. DI , PROVIDE I$' GATE S. X SO LF STUB 1 R126TA _15 V 1 I\ �. A / � 6 ✓� � � � 47 A A/VALVE AND 6" C.L. 52 S. 0.005 1 ,p I \\ \ �I 4• PVC xwNSe `-`_\ \ i D.I. X 55 LF 1 \ 1 \ 1 \ 1 \ \� \ - SERVICE ITYP.I l` cg IT / d` WATERMAIN STUD 1 ncDPOMV 20' f TA I5 A� I�__��1 WITH END,, CAP PVGV XX 02•LFDST D V I AWIDE NON -LORDED - - I WITH END GAP PIALIG ROAD I IM. N• 370.00 V I - I _XWIDE PEDF�TRI N. EASEMENT • \ ' . •\ I • • GLA55 -THRED •/ / I) I 1 I I\ I \ ,..,y4• • • WF%AND f 1 pLAN • jl INV. OUT A61!75• J HORIZONTAL SCALE I" 40' HIGH POINT ELEV • 3655-1 HIGH POINT STA • 14W7.75 PVI STA 13.75 PVI ELE 366.00 A.D. - -560 .- _ ems° , CID44 - �� _.•-' .-Ir....„_ .. LOW POINT ELEV 3D205 HI&H POINT ELEV 3D3W LOW POINT STh A•90 HIGH POINT STA 1437.50 PVI STA • II FVI STA • N•50 PVI ELEV 361.75 NI ELEV 3154A0 TO \CITY OF PUT �URLINGTON \ 1 I I I' \J I I\\ / I 100.00 VC iI VCO K � 3•10 •0 I^�WM 2 ITYP l SEE DETAIL. e1 Q o Vgl •�� HY #3 IT. `3 J SMi R7 S' 5TA. D•70. 6.5 RT � X D TAIL, SHT61 I - }- - ... RIM• _ 65 i J -- J a 04 V T 23•W 365 LOW POINT • TA 10.3Nl91 STA 13N N RI 19' LT 36L45 m p EXI511 - 6RADE_ - - - FI I!H_6R ' - 6• INM OUL ] X 0 p p 6RA� p M M. 2N fN OS 4SHT PEI PVI ELE - ]7595 PVI STA ID•50 0• INV INS 376A0 �� _ _ - .. EX 1STRK _ - - - - - - - - - - - - - _. 6• INVRDS ] J.O] xl AD. -950 PVI az 370.41 0• INV OUT• 376.50 A W75. 6 LT - - 6" INV OUT. 3 293 K _ 57 AD. 1 0.70 D• INV. OUT- 374.75 RIM• 05.I0 _ _ •� _ \ \ - P I 4f5� VL I I W INV OUT- 044 T / �r+6C � � P-YF _ _- � .� 5TA p n 50. VG - __ .� D" INVR IN1.• 370.50 % yny11 h GD 421_ / - 'T� 'D �' S =� ` _ 6• INV OUP 306.74 f IU 5TA. RIM• A2. rf L ��I1I '// JS L -- _ ;p +� - -- - \ _ J J 97 6• INV 19 QQQ �I�N IN- iJ GO. �I LA. R] _ _ 6 33 PV LOB __ `__ ` ` 0• INV 1T INV , 372 OUT• 97264 ri II 361.T3 J. TA 14.04.92 rf RT 5TA. 14•11 PT RT �'••• • 0' G[ �•. W INV. OUT- 369.65 A n 1'\I _ • - : / 0• I LOVGO 365A0 OUTS 3WIDO GO 6• 366,00 V. OUT- ]D2.00 ----. _ o p 35 0 GO. 42 GA. 04 CD 44 {TA UD \\ p Pj• 5. 5TA 14.04.92 Pf LT STA. 14 10.58. Ff LT I7.90. FT RT RIM• 3DLD .006 L• °- I COVER' 360.OD V. OUT• K 365.00 OUTS 379A0 �0• NINVI 63T3.II 4 O.O D 5 'O ]5 `. N,76. n• INV. OUT. 374.36I 5TA 19.00. 65 RT RIMS 3D307 \ T. - SEE T II II All. SHT. 61 6" INV IN 376.22 6• INV OUT} .376A2 - _.. LD 4 5TA RIM. 9 •A. IK LT 2.63 C• 70 I11 Q.D 45 5TA .r. 14 RT S. ST STA IN75. R' RIMS 375M 6" INV IN- 372 T 5 STA. 17•'O. M' LT RIM•[I 36iD 6'. INV IN•NV p7669 S1fA I I GD 46 M+25. PT RT RIM.36263 D• I"" D• NMI. IN 372D5O4 OUT' J7276 D' I 6" INV RIM- 370.63 IN- Y/4.0 . 374.03 - ` 15• IIN, 372 D• INV IN, I374.W 6- OM, 3&OA•1 D- I IN`37L2] f 15" INV. OUT, 3721 n" INV. OUT �'74.04 [INV D• INV OUT• 371.13 STA IN75. I •I RT- _ _-. - - - n' NMINV DIN- 373.11 b5 0• INV INS NV IN- 1705..�, 165 ., u.z. 1• ,¢ 1' t - �4ti• 5TA 2 LD 420 N697. 19' LT u, 5TA LD 49 23.75. 19' RT n•DINV. OUT- ] A5 °• INV 1 N• 374AJ j RIM• ]09.70 6• fL 74J03 " INV IN• %7.15 REDUGI55U VA T ..... � Dr INOU 6• W n• PVT• 363.41 INV IN, 363.41 ISEE DETAIL 5HT. 61 D• I V. OUT• 37L13 D• INV. OUT- 363-31 60. _. -. _ - _ - O � h Y��,-{ •4R nip ^ Ua� r� � aF". "q' D� IQ Nor �'�+ � �n� a4 yeD O � a♦4 N�1 � �i �a{R QA. Y'i `� ~ -fit f�a Q4 [a 1� n0 NW. ,1•l i� f�. ul �� •f� ,91� ,�� n� rta �N .l �'1 �i� ,R� ,7( � Owner & Applicant SOUTH VILLAGE CONN TIES, K/O KODIN .FFFEFUN P.O. DO% 2266 SOum &LIKLIN&TON VT o54o7 MARSH ROAD 5TA. 10+00 - 23+00 PROFILE HORIZONTAL SCALE: f40' VERTICAL SCALE- I" 4' °�0�14►�''• ""�Y SOUTH VILLAGE �1613 \ !! : oecA O R[CYIR aIAERA: O HmAeaar OR Rx+L O0MT°�P' GOMMUNITIE5, LLG ___ O4�l-DV1� 2012-46.6,3 1HE CONTRACTOR SHALL NO TFY "OICSAFE• AT SPEAR STREET SOUTH DURLINGTON, V7 1-Dee-010-SAFE PRIOR 70 ANY EXCAVATION. "^�N• - Or CIVIL ASSOCIATES, PLC Pux DER, E f�tRN �\.� N E PLAN + PROFILE ''�:��L; �``� •,° flc MAR5H ROAD 3 FZ"b1i�,,,a. 5TA. 10.00 - 23+00 Legend 10' WIDE GRAVEL -�-� FROUECT DOUNDARY ACCESS DRIVE TO PUMP 5TAT ION. - PROPERTY LINE PROVIDE CURD CUT - -- - _. - SETDAGK ---- ----------- CONTOUR LINE ( US.&S. DATUM I / \ Q PROPOSED FINISH GRADE CONTOUR 0 IXISTING IRON PIPE SEE PUP STA INSET O 1E(I5TW5 t6NICRErE ENI MONU \ • RON PIPE (TO DE 5ETI T - -CD' 131 ■ CONCRETE MONUMENT ITO DE SET) HYD. 45 '71 UTILITY FOLE \ f6a TA I E IXISTRIG ELECTRIC/TV/TD.EPHONE LINE SEWER LINE -0 STORNR.INE - WATERLINE IXISTNWRROPOSED HYDRANT n .....,.„....,..«.,.... SILT FENCE 51 360 - 375 - _ 370 STATION ELEVATION INFORMATION FVI STA 23-00 PVI ELEV 375.25 AD. - 1.50 K 25.57 DO. ' VL 121 STA 7 64.62. Pf LT RNA ] N, 6• INV S. 37274 6• INV OUT, 37264 12' INV IN 36975 D' INV. OUT. 36965 a� 1? y %] W CD 19• STA 7 19 KT j KIM. RIN- '36-1.76 I 367M INV INS %7.15 7.15 DUN, 363AI 1 12 tlI INV IN, 363AI D' 1 OUT- 363.31 360 pp Eir OrG n� 355 23.00 35CC 7 Owner & ADolicant 5OUTH VILLAGE COMMUNITIES, IG/O RODIN JEPFER1) P.O. DOX 22 SOUTH DURLINGTONL VT 05401 Ml NOW im MIMI Ms. <:"ea=aaear.=:aeaulse_eaaaal.a■ss�� ♦ � \ WON - PVC SEWER PLAN SERVICE RYPJ ` _ / ' w•i.- �� ]• �.1 y. `� = / SERVICE ITYPJ HORIZONTAL 5GALE� f' -:=� _�i - -._ GRAPHIC SCALE �t% �// -.\ WIDEEMMo` Roc D a ao \ G.O. / - - - - - - - - - - - - - ( IN FEET ) 1 inch - 40 it \ _ V s IN SMi 15 MINIMUM ELEVATIONS FOR GARAGES. TOP OF FOUNDATION, FINISH FLOOR + DASEMENT5 TO ALLOW FOR GRAVITY SEWER CONNECTIONS + FOOTING DRAINS UNIT • MAX. GARAGE ELEV. MIR TOP OF WALL FINISH FLOOR ELEV. MIN. DASEMENT ELEV. 1 373.0 374.0 375.1 3663 2 372D 3730 374] 3655 3/4 371.0 3720 373.1 3645 .5 370.5 3710 372.1 3635 6 370.25 371.0 372.1 3635 7/6 1 370.25 3711 %2.75 9/D 360.5 370.25 371.3 302.75 11/12 368.2] 37025 371.3 362.75 MINIMUM ELEVATIONS FOR GARAGES. TOP OF FOUNDATION. FINISH FLOOR ♦ BASEMENTS TO ALLOW FOR GRAVITY SEWER LONNELTIONS + FOOTING DRAINS UNIT 4 MAX. GARAGE ELEV. MIN. TOP OF WALL FIN15H FLOOR ELEV. MIN. BASEMENT ELEV. 22/23 3645 371.0 3723 363.5 24/25 375.0 376.0 377.1 365.5 26/27 3770 377.5 376.6 370.0 25/29 370.0 371.0 372.1 3635 30/31 3690 371.0 312.1 363.5 32/33 3690 371.0 172.1 363.5 34/35 .T69.0 371.0 372.1 363.5 36 37Q 5 3715 3726 36.0 SOUTH VILLA FMA� �� EXI5TING 20' Y _ PROPOSED CARDED ROI RECREATION PATH VI ELEV %7. 5 - AD. 510 K 15.16 ^ I Raoo' vc Q R ip - HY ANT 17 ITYP. lAW POINT V • 366.24 SEE TA,L. SHT. 6) d 77777�� LOW POIM A • 27+34.21 CD. 111 •• SMH O PVJ ELEV U STA. 32.75. 6. LT 6" COVER I OUT 373,00 SMi 16 •` R ANT 1y I �, AD. 146 SIA1 19 HYDRANT 16 1 YP. RIM- 3 0.99 STA 24.05. 6 LT j, yW1 y SEE DETAIL. 61 K IDOL 41 VL STA. ]OqO. 4- SEE DETAIL, 61 6' INV OUTS .94 r RIY %904 e INV IN, J> 3 YI J Zj r 6• INV IY, ]6D33 IN: 36" - � �-- W INV OUT 3.23 STA. 25.33, 7ff LT (Y` 6• INV OJT 362.72 - ---- `� UI 6' INV INS .1 'JA J J FINISH_- \ W INV OUT, Y6.0 O O � � � >• Y \S�M4� � - .SOi FI I � O _ �_ / O.I. WA IN L.O. 112 D• RIM. 36g22 O:z- STA K LT 35 PVC" - - - �IlL_- tl 6' INV. Ve - VERB 373.00 T� 370.50 ``� 35 ryC -._ -- .1_13 _ -1 5DR _ i 1D `1S ---- --- ---- --- 7 O. DT STA 32.25. RIM: KT 96] ce 1n STA ]2•]0. NY LT - - _ Ly'$ STA 3Ntl. 19' RIMS 368. 7 O� INV IN, 7.33 RIM 370A6 6• LL 6' INV INS 366. 6' INV OUT, 7.23 6' INV INS 07.57 W ►22 ;33 7' S 0.006 STA 2•M75, KT STA 29.75. PT LT D' INV INS 36.3. 4 tl' INV. OUT• .41 tl' INV. - 364.77 STA 23.75. LT 6' 4OR p NC (A 1D RIMS 7.42 RIM 367.47 INV. OUT, 363. RIM, %970 6• INV IN- 307.25 STA. 27.34.2 CB 111 rT KT STA. 27.34.2E RIMS 765.4J LT 6. INV IR 6' INV OUT, .92 6' .62 6' NV IN, 364.92 NV OUTS %4.62 6' INV OUTS 7.tl RIMS %5.43 6' INV IN- 362 3 (2) D' INV IW 292 D' W. OUT' 363.12 tl' INV IW .73 6" INV. INS %263 tl' INV INS %L IN- 3 1 D' INV. OIIf� 202 tl• INV. OCR, 63 030 (Z D' INV IN 36140 tly INV. .- ST 25•i 4LV LT D' INV OUT 36L]0 1D 6' I V IN %3.95 STA, , 3 KT RIMS 64..51 121 ' IN IN,36290 6• 1 NIA 3a.o1 D• %2.eo i}v of •]] . 6' INV %391 M D' INV IN, 36260 D' INV. OUT, 36250 A �R Ar Rr RA R si R Arg R R N Q- Notes: U - WATER SYSTOI WORK SHALL DE IN ACCORDANCE WITH CHAM9_AIN WATER DISTRICT •SrECIFICATIONS + DETAILS FOR T INSTALLATION OF WATER LINES ♦ AMMUK AN V 2) AL SEWER SYSTEN WORK MAIL " IN AGCOROAICE WITH THE STATE OF VOIMOHT EPRS AND THE CITY OF SOUTN DUTLINGTON - WORKS 5PECIFICATIONS. W PLA6 NOT TO K Vim FOR PROPERTY CONVEYANCE. REFER TO PLANS ENTITLGD 'PNSE 2 OVERALL "r AD T9NSE 2 LOTTING rLAr SOMTH VILLAGE COAMAIITIES. LLG. DATED 0/3VO PKEFARED DY CIVIL ENGINEERING A550CIATES, INC, 4O w 27•W 2G•W 29•(MO 30. 31 32.00 33.00 34.00 NORTH JEFFEK50N ROAD 5TA. 23+00 - 35+49.12 "m 5/26/14 REVISE PER DRB PRELIMINARY APPROVAL LOND PROF I LE �`��111 j'' 1 I / �� . OBCA o NCKnvo I1IMK 0-, HORIZONTAL 5GALE: Y 40' VERTICAL SCALE! I" 4' �.`` �� 5.6'Fy �� -ti- oscA 111111 arau 0 sRTa/-, _ F PFH Q'L ARy-BURKE SPEAR 0477 _ " CIVIL ASSOCIATES, PLC 'DIGSAFE• �f'/}/®•n� _ THE CONTRACTOR SHALL NO AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. tA�,e 4I4j��;; ,CowntulEa'mT n ",,SyS 1'�40 eAre�-saa EAWL aOUGVevpure mm 350 1 375 1 370 1 365 1 360 1 355 350 35.00 35-49.12 SOUTH VILLAGE C,OMMUNITIE5, LLG STREET SOUTH 15URLINGTON, VT 2m2-4e-s,a PLAN + nAN a¢r. MAR5H ROAD / NORTH JEFFEK50N ROAD 5TA. 23.00 - 35+49.12 e D� Legend ----� ncoJEGT Da4over rROMYY LINE X - - - TIS- -----110-------- - WNTOLR LINE 1 U.5.65 DAttM - PKOFOSED FINISH GRADE GENT" 0 ExIST INS IRON rim EXISTING CONCRETE MONLNQIT IRON FIFE RO ISE S" CONCRETE YONUNEJR ITO DE XTI m, UTILITY FOLE L CXI5TING ELlGTRIG/TVR6Fr110K LIE m SEWER LINE 5TOKMLINE WATERLINE )R "I TIN6/IROIM® HYDRANT .... ...,... SILT FENTE Notes: u ALL WATER SYSTEM WORK SHILL ISE IN ALLORON WITH LIMWLAIN ATER DISTRwT -XELIFWATIOIO • DETAILS I= TM IMTN.LATION OF WATER LINES • AALRTENANLE5" W ALL - SYSTEM WORK SHILL a IN AGGORONILE WITH M STATE OF VOtYONT VR`f ANO M G., OF SOUTH WRI.IN6rON IIDLIL WORKS S R`IGATIONS. L TLNIS MDT TOM USED FOR r,OFE1LTY GCNVEYANGG RVQ TO TI..IIIS ENTIYLID TINS ] (W""A.L MT AID l9NX ]LOTTING MT - VILLA6E GdYMIT1E5. LLG. DATED 1W . N ARm DY GIVIL EIGINEQING ASSOCIATES, w . GRAPHIC SCALE o w ( IN FEET ) 1 inch _ 40 it PUMP STATION IN5ET HORIZONTAL 5GALE: I" • 20' NOTE: 5EE SHEET 9 FOR PUMP STATION ELEVATION INFORMATION MINIMUM ELEVATIONS FOR GARAGES, TOP OF FOUNDATION, FINISH FLOOR I DA5ENENTS TO ALLOW FOR GRAVITY SEWER CONNECTIONS • FOOTING DRAINS MIT 4 WX. GARAGE ELEV. MIN. TOP OF WALL FINISH FLOOR ELEV, MIN, 5A5EMENT ELEV. 13/N 36625 365,75 3696 36125 D 369.25 369.75 370.E 36225 16 369.5 370.0 371,1 362.5 17 369.5 370.0 371A 3625 D 370.25 370.75 37146 363.25 p 370.25 1 370.75 37L6 %3.75 20/21 3]00 77L5 372.E 3640 Owner & Applicant 50VTH VILLAS£ GOIMMITIES. - WO ROOIN J6FFCR5) P.D. DOx 2266 SOUTH DIRLINGTONL VT 05407 MAINTAIN MIN q' SEPARATION DETWEEN WATER +` SEWER SERVICES ITY\ HE I `--1---��. IN SEE SET 6 SEE SHEET J110 IrROPON-zs ;T• l _ "'\y_- _ - WNOAbD DLIG -ROAD\\i-• ` G.O. M SW @16 i GD ►70 - 0 a.4a v: D ►n_ cL HYD. 06 rROVIDE �= HYD. ►9 5MH ►] ��y- Tr t�M SETAI 1 • WA SHY. 1 • ! ISIE DETAIL. 1 I SHY. D) HYD. ►5 - _- PROVIDE \ DETAILD1 I` - - - \• 19 WAKETA NING \ _ \ �\ \ f TYPE iC' COPPER ► \' •GD r31 i ^'B r]D\ ASS T O \ SEE � ,--- _ - 18 -\ \`\ \n WATER SERVICE STA INSET i 17 \ I 59 i► Q /��r�\� TYPICAL ACTUAL S SINGLE FAMILY rROVIpE HOME. AE VEL 617E ♦ LOCATION RETAINING L- / �\ �� / / I \ nvITH1N ENVP3-DEEM WILL DE WALL D' WIDE GRAVEL / - J/4- TYPE "K" I \ DEPENDENT UPON PROSPECTIVE AGGESS DRIVE TO -I IMF � ��-COPPER WATER -^ Y rURGMASER PROVIDEATIG�D Gam; ` - 4" PVC SEWER ` SERVICE ITYP.) SERVICE ITYPJ - - _ � ^ \ - ^ "\ ^ �\ y,,...•«Po \\ /\ ` /� ��\ l � .� � T^ 1 ^ ^ 7 SOR 26 PVC F.M. \ ► I �� \ �- I I �\ I Laoo GAL ruMr srnnoN CAIIITPER WETLAND \\ I\ \ NDO • r \► ` / ` \\ • CLASS TWO \ \ I \ wenu+D • \ ► /► �� • ► PLAN \ 1 `►' • \ -\ I�� I �\ HORIZONTAL 5GA1_E: 1" 40' 3r DEE 37C 365 5MH 17 STA 25.73, 7.0 LT RIM, 3WID2 (31 5, INV IN 7361 D' INV OUT 356.0 .T60 a 3550 350 rCA5 ►30 55Tu. pw44.24, K RT D- IMV. IN• %2.90 5W •D 6- I OVf %7� IOLM N SMH 4115 ST 6.56.64. D' INV. %2.D0 A. 12.75. 6.5' RT RIM, %9.T�1 C.D.4D C.D. D. t5 121 RIM• 36641 ' INV IN- 362.74 121 6' I 6" I V IM 364.03 OUT- 363.93 STA D•D RT TAIL. D' INV OUT- %264 TAVERN % 50 T. 61 INV. DVT:.99 6 36 -- FI 1 HYD, 0601, DEE DETAIL. T ^ I- _y SHT. DI - PV- --- 71 L71 s• 0.0043 6 GL S2 D.N. WATELWIN - 52 D. .D7• WATEMLW IN 173 O.0 _ •26 STA 15-74.61. 11 LT STA. 15•36,96. Ff LT RIM 369.22 -- GD ►� KIN• " INV IN- 366.90 366.54 6" NV IN- 366.72 W. OUT- 366.62 STA 12• . 14 RT STA. 12M0, LT 0' INV. OUT- 366.44 D W. OVT• %5.97 GD ►71 RI 367.55 RIM. %73i5 13) 15' INV. IN- 365.54 STA. p•4 PY LT 6" INV I 365.04 6. INV INS 5,04 D' INV. OVT- 365.44 RIM• 306 .24, 7 6- INV 364.44 6. INV. OUT 364.94 ✓• n 6- INV IN 364.07 121 D- INV. 1 364.14 D' INV. 36421 2 0 6- INV. - 363.97 D INV. OUT %4.04 D- INV. I 363.25 D 027 V INV. C JT- 363.15 • K m RIM• 366.9D 6" INV IN 306.54 1 6" INV. OUT: 366,44 D" INV. OUT: 365.60 375 -HYD. •9 MEE DETAIL SHY, DI 370 Sw ►A Su. n•D. 4 RIM• 370.79 6- INV OUT, 365.12 365 360 355 350 l0•0o IN00 12.00 WOO 14+00 5•00 16M00 17.00 17+30.20 NORTH JEFFER50N ROAD 5TA. 10+00 - 17+30.20 PROFILE HORIZONTAL 5GALE: I 40 wrt 5/26/M REVISE PER ORD PRELIMINARY APPRI VERTICAL 5GALE: I" 4• 3P1a{11�� 1, o13cA, C3 ucaly lxMlRNc ❑ nT6ArMAIrr p.6•L�'f'� OESICx /II O S1ZTWrLVR£PT _ AW O'LEARY-BURKE THE CONTRACTOR SHALL NOTIFY bI0 -- AT `�� - ��--A V -.-\ PFIH ORvtm CfVIL ASSOCIATES, PLC 1-DDD-DIG-SAFE PRIOR TO ANY EXCAVATION. iFUJ '�GmOI° � DWS I ' l foil L1+1` _a0 �es.9m 4 C-OMMUNITIE5, LLG _12012-46 PEAR STREET SOUTH DURLINGTON, VT 20124 -S13 PLAN + PROFILE NORTH JEFFEK50N ROAD 5 5TA. 10+00 - 17+30.20 31 39C 36' 3eC SW E5 STA. 10.00. M67RT RIM. 370.50__ DI 6• INV IN. 30•L64 6' INV OJT- 30e.74 3•r5 LD 4 STA 10•16.21. 27 LT LT RIM ]76A3 6• INV INS 374.13 6• INV OVT- 374.03 15• INV IN. 37L23 6• INV. OUT, 37LL5 370 W E21- STA IO.20.25. 3J.5' LT RIM. 375.19 6• INV IN- 37274 6• INV OUT. 37204 W INV IN- 36•LW D• INV. OUR- 369.40 361 Owner & Applicant SOUTH VILL LOAIAMIT-, LLG IG/O RODIN UEFFER51 r.o. ISO z 2a66 SOUTH 15,JR I(+TOIA VT o5407 ISEE DETAIL. E + SMH ,la /J* \\ \\ 53 \ \ 4• PVG SEWER SERVICE 1TYP! TYPIGAL CUSTOM SINGLE FAMILY/\ MOLE. ACTUAL SIZE LOCATION \ \ \P \ IWITNIN ENVELOFEI WILL DE \ - //`D. 46 // _ i- F `a7 ' I \ DEPENDENT UPON rROSMC.TIVE RRLCHASER \�\\ \ \ / rK0FOMV 26' -._ \ WIDE NON-GIIRDED �\ KIDLIG ROAD / I �� / •F - - 3/4' TYPE Y,' COPPER WATER ` - , \ \ I/ / , / \ - SERVICE r1 nl' CA • \,\ ._. _.y"\- a _ti---o.t_W TERAIM !STUB I IC '�-1Ni TW ENQ P FORS / \ 'x/ PLAN /. HORIZONTAL 5GALEI 1• 40' TAIL. SMH 15 61 ' CD 421 I _ p 100.00' VG 01 W ilo Legend ----� PRO..EGT DOIRDARY -- - - rROTJLTY LINE --------- SETDAGR _-------------_-__ GONTOLR LIM 1 U.5.6.5. DAT I - MOPOWD FINISH 6RADE GONTONL 0 EXIST INS IRON rim O EX STIRS CONGILETE MON.AeNT IRON fire ITo ISE Sim 1 CONCRETE MONAeNr nO x sETI v, MTlwn roLE -- EXISTINS EULGTRIcl`IW LPIIpE LINE �� SEWER LINE �> 5TOIIMLINE • WATERLINE DUST INS M05ED HYDRANT . .,.«.... SILT FENGE Notes: M ALL WATQ fY5T01 WOIIK MALL DE IN ACCORDANCE WITH GHAVL/.W _= DISTRICT •XECIFICATIQB • DETAILS IM T IN51 L TION Ro NO Q WATER LINEf • ATIR/CNSIKL!• N L ALL M_ fYfTd WOIU (MALL DE IN AGGORDANLE TErR'f TAM�RLI_TONN 3EFFGR�O Or f0 fN IG WORAS XEGnIW1T10Nf. • 3J RANT wT TO DE UXO FOR NIOm`tTY r CONVEYANCE R TO RAM ENTITLED TIME 2 OVI,x,,. Mr A Tux 2 LOTTING Mr SOUTN V- GQY 1I , I-. DATED a)vu NIPA >!-l�� DY CIVIL MRS-1- AffOGIATES, f1G. �c0 la7 GRAPHIC SCALE s ( IN FEET ) 1 inch - 40 It O U D. 110 I"M DETAIL p STA. A 00. 90.0 SHT S.INVOUR. 363.53 r rvI STA INoo �Exl�rlyb , - \ AD. O ST SMH 411 12.50. Tr K 100 67 vC , IM- 364.64 A%y/ 47J ♦ 6• 1 IN. 376.0 / _ lyt 1L4(7 / j \ \ p \ STA K LT O 6• INV 37bD3 RIM. ]7,.% �IR,�p 4U \ 6• INV. OUT 37736 / STA 607 (t •O o• INV. OIJ7 373.77 d V OUT OUTS LJ `\ JQ ��.`NV \ NI STA INRl.7J O / \ \ \ PVI ELEV 37L66 / \ SW DI TAIL. / / LOVER. J''10. VERB 390.00 \ 50.00 VG F / \ i 6 INV. OIR. ]67 6• INV. OUT. 357.5C \ / i /_'i j j•� G.O. 4 TA. N•3111. M R G.G. 5T 014 W34.11, n' RT r r \ -' gi GOVERN 390 VER- 390.00 \ n O 0• INV. OIR. 3IS7 9j OUR. 387 \ J \ J R D M ryG MIN WATER 415 TA 12125K T CD E24 j yQR � D1. 32 CD EM IMF b2A5 STA 6.6 M RT KIM% RIM. J71% STA. 14 LT INV. IN. 360.35 6INV. IN, \\ Y RIM• 351.V e0 INV. OUR. 3. 6• I 377.46 . OUT. 377% 6• II . IN- 379.42 INV OVT- 377 IS IN IN, 37302 0 - 6• INV. OVT, 3TI.3a W 1 W. OUR• 37292 C• M- INV. OUT. 376.26 5W ON- \ STA. 1610. fR RIM. 375A i \ W INV IN. 364.67 6• Ih V OUR. 364.57 SM b CA ELT STA nw3 LT M KIN b9.2 6• INV IN 366.72 6• INV. OUT b6.02 6• INV. OUR 365.97 E41O n .100 F a•00 IN00 L400 13�00 14.00 15.00 GHURGHILL STREET 5TA. 10+00 - 17+62.75 PROF I LE HORIZONTAL SCALE: I 40 VERTICAL SGALF: 1" 4' 395 390 365 360 375 `SA4 4C / STA n.ea.75. 4 / RI9-19 M. INV 364.03 6. e• INV INS 03.93 e• INV OUT. ]0.1.93 370 %5 CD 421, STA T7.65.06. 19 RT RIM, 366.90 O• INV IN- 366.5A 6 INV. OUT- 366.44 UI V INV. IN, 365.54 3,�O6• INV. OVT- 365.44 F R 16.00 n.00 nM1.75 .A T1E CONTRACTOR -- NO71FY •dGSAFE• AT '__0477-_.?.°...,,•• 1-968-DIG-SAFE PRIOR TO ANY EXCAVATION. Ff ,, f/ L ' i5 11111� , , Og L7 IRmrE LWA.Wc O Al10rMRr m.V � DRTDV6DRPi oar, Tr��V pTTnV�. O11_.J:.!" R l �D V l� PFN CIVIL ASSOCIATES, PLC owe 1•=40 I CONDITIONS ^PFH SOUTH VILLAGE GOMMUNITIE5, LLG _ol2-44 PEAR STREET SOUTH BURLINGTON. VT 21 aols-ee-s,s PLAN + PROFILE 6 GHURGHILL ROAD 5TA. 10-00 - 17.82.75 Notes: O ILL *AM SYSTEM WORK SHALL OR IN ALC6RDANICK WITH GHAIRLAIN WAm DOTRILT 'FEOIFIGVIOf6 • DETAIL5 ROR THE IN5TALLATIq! a wATu LINES + AmnvENAI /, r 11 ALL SEwtx srsTr>w wolu SrMu. DE m o ' / l /� '\ I I I ALLOKOANLC WITH TM STATE OP VER—T PR'5 \1 (, _ I I , \ ! _ ,, •''� `"��,�,,,,_ - -" N 1 5 / ! AND THE LITT OP H DURLINGTON Mft, I ) I J I / \ - ` _ ( \ ♦ _/ �-"'� �..� 'Ill I, / ^� WORKS SPECIF1cnrISOUTONS. / / / '(1�IG�L X PLANS NOT TO M USED FOR PROPERTY LONVEl—, RF59f To RNI•v ENTITLED TPIASE DvrxALL Put ATD '"SR z (RAIL / . •% VILLAGE CDMNR.FUT'1E5. LLc, DATED 01310 DY CIVIL ENGINEERING ASSOCIATES. INC. TYPICAL STREET LIGHT $6 1 � � • - r. A I /i//ll � '`�' /_ � � EMI 54 ! I �� / / � \ �\` - � �T&AIIti 1 � 53 ,� y / (l f / ( /-( �-� �`" � 1\I � � • !! $TORM11pIAl'fFRf (R ) 1 1:-- / f �/ !�� /�,• 'PET ydN €A iT'V3EE��SH,T. 52 1 ! �I 1120 .•.•.•.• '7:! STREET I. / �-.�. .•.•. � •::.t�.:: � �... �.' V v v v A III � � 3 1 _ / I � 1 ! !! I ,! / � / lI ,.� F � (_` /,' Sp "15 /14 /19 i. I • t7 1 > TYPICAL STREET LIGHT Y4 15EE TYP. STREET LIGHT / 'r '� IAV• p9. '� ( COVERAGE IN5ET_I TYPICAL" 5TREET ''w.% I( I� I( L3Ui LIGHT 92 ) RECJ)FAT�N! 71 �/ - - / �I I lI q, �7•: < 1 0.04 0.0--- / I -AREA- J; / / / I/ I / / '3$ 'POI •i l'=ISFEJ SHT.•511 + 0d�. 1 ��A A . . . .1 G 1 '� ,� - ♦� TRAIL 36 �� 6 A I �,� •Nl 0. 0 0. 0.131)�1* 0. 0.04 / I -✓ 4 I �Q + I / + /) TYPICAL STREET LIGHT 16 TOTALI �� // I/ ! ATRAII(' • • \� LUMEG 'CANDELA' LED AREA LIGHT TYPE III D15TRI6UTION / _/ / I ✓ _ c ;•, 65 WATT LED + , + 14' MOUNTING HEIGHT ! ( ) f� 11 //p /`�� ` / i / 1NET.L Dj . • .. .4 0.07 TYPICAL STREET �� .•/•. '.� •.� .•. •. •�•. /. �:•0' LIGHT 45 VVV 1 n�•• I• •Y )•• °I• J l ( � �/ �A / I/1/ ) ,� I I 1 Cam.•. l� � k 1 � � (. � IS � •� 09 0 �'4 � ! � � �" r t/ / � ��••••• �I�� Ir'z�l� I) •.vl. ..�. � � .I•.•Iq�.•. � .03 0.09 08 0. .0 0.05 SOUTH VILLAGE �^ I 1+ ��A / .-_ PHASE I �� - ...�� i • • �• I� .r 0 WrjU Typical Street Light Coverage 5GALE; 1"•20' GRAPHIC SCALE IN FEET ) 1 t_h = 100 ft. Owner & ADo icant SOUTH VILLAGE COMR/NITIES, LLC IC/O RODIN JEFFER51 P.O. DOX ] 5OUTi DURLINGTON. VT 05407 Legend PROJECT BOUNDARY -- MORI LINE -- - - - 5ETDACK -------------- CONTOUR LINE 1 U.5.6.5. DA— 1 a PROI FINISH GRADE CONTOUR 0 EXI5TING IRON NrE 11 EXISTING 4ONU[LTE MONUMENT IRON RIPE ITO DE 5ET1 0 CONCRETE MONUMENT ITO DE SETI �Oa UTILITY POLE E EXISTING ELELTRIL/TVRELEhONE LINE SEWER LINE 5TORN5.INE W WATERLINE M EXISTING/FROPOSED HYDRANT „.,.,•.....,.,,..,..,,.. SILT PENCE T 14 F SEE MANUFACTURER5 DETAIL SHEETS /- FOR R DOLT PATTERNS PAT 2` �J� FIN15H GRADE 04 REDAR 4 HORIZ DAR5 W 3 VERT. 5TIRRUPS 40 7 SLH 40 PVC CONDUIT ti LONG COPPER GROUND ROD WITH 46 CAPPER WIRE FOR CONNECTION TO POLE TYPICAL L I&HT POLE FOUNDATION NTS N- STREET LIGHT 16 TOTALI 'CANDELA' LED AREA LIGHT III 015TRIDUTION TT LED MTING HEIGHT DOTING H GRADE z' CONDUIT FOR SERVILE THE CONTRACTOR SHALLNOTIFY •DIGSAFE" AT T-E89-DIG-SAFE PRIOR TO ANY EXCAVATION. 1. TYPICAL ON BOTH SIDES ME CUT OR FlLL SHALL NOT BE STEEPER THAN 3 ON I EXTENDED ON TO LOT M MEET ORIGINAL OR NO ON 4' OF COMPACTED TOPSOIL AND DENSE GRABB cowA (URBAN MIX) 0" M STOP B, "GO CHANNEL TO JOUND STEEL POST VT. SET. E-121 STOP SIGN N.T.S. VT. SHT. E-143 • SIGN SHALL CONFORM TO E9-1-1 REQUIREMENTS TO BE PROVIDED AT ALL INTERSECTIONS GRADATION LQO�i11D W eft_MXw Y!R �XIW �4uVa HMAnAE mXs ,'/+' Hm n HNc m..0 X� T'ry' TYPICAL ON BOTH SIDES THE OUT OR FlLL SHALL NOT BE STEEPER THAN 3 ON 1 O NEW WATER UNE DIANEIER CIEM STpE 6.0' WN. BURY PRIOR TO INSTALLING ME INFILTRATION TRENCHES AND INSTAL_ UNDER DRAIN TRENCH WERE SHOWN. DRAWL LL ME CONTRACTOR SHACONTACT ME ENGINEER FOR INSPECTION OF ME SUBBASE SOILS. ME OMMACTOR BAC(FlLL TRENCH WN 3/4' M 1 1/2' STONE AND MAP IN 1MN OR EQUAL. THE LL SHAFURNISH A LOADED DUMPTRUCK FOR TRAVELING ON ME SUBBASE WHEN THE ENGINEER PERFORMS ME INSPECTION. FABRIC OVERLAP AT ME TOP OF TRENCH SHALL BE A MN. OF 2'. THE 6' PERF. SON W ME CONTRACTOR SHALL OVER-INCAVATE IN UNSUITABLE SOILS AND ADD MOTIONAL GRAVEL BASE AS REOIIESTED BY ME ENGINEER. PW NV. SHALL BE PER ME INFORMATION ON PUN SNEETS ] - 6. MERE SHALL BE 1.0' BELOW ME INVERT TO THE BOTTOM OF ME TRENCH. 1) ME WORK SHALL BE PERFORMED N ACCORDANCE WN THE 2) IF TOP COURSE OF PAYMENT IS NOT INSTALLED NMN 60 DAYS CITY PUBUC WORKS REQUIREMENTS TIME VRMORT DEPARTMENT OF BAY COURSE. CONTRACTOR SNALL APPLY EMULSION TO FULL OF HIGHWAYS STANDARD SPECIFICATIONS AND ME ENGINEERING MOM OF BAY COURSE BEFORE NSTALUNO TOP COURSE. PLANS AND SPECIFICATIONS. 3) DRIVEWAYS WILL MATCH STALE YOPES/DNENSIORS PUBLIC ROAD GR055-5EC,TION (50' R.O.W.) C,Mr_HILL. - 5TA. 14A81-17.82 2' NICK TYPE BI 10' rvis COURSE ST. COMC. ED511NC CRd1ND PAYMENT 12' THICK CRUSHED GRAVEL PER `MIRAFl 50OX VT STATE SPEC /7G4.05 1_12•--1 FILTER FABRIC RECREATION PATH NTS 2'OFI/ -5� CRUSHED GRAAVEL EXISTING GROUND 111 ALL JOINTS SHALL BE THOROUGHLY SMOOTH CUT EXISTING BITUMINOUS 15 CLEANED AND PAVEMENT PRIOR TO PARING p COATED WITH EXISTING B' THICK CRUSHED GRAVEL PER tt EMULSIFIED BITUMINOUS PARING VT STATE SPEC PO4.05 . � IIIRM 50OX ASPHALT PRIOR THICKNESS OF 1/16' ON ONE OR R FILTER FABRIC y@@ TO PARING MIN. EXISTING PAVEMENT (]' MINIMUM) TOLERANCE BON SIDES CINDER PATH TUTS S' THICKNESS OF EXISTING GRAVEL TYPICAL ON BON SIDES ME EDSTIN' ('ET MINIMUM DENSE GRADED CUT OR FILL SHALL NOT BE •GRAVEL BASE CRUSHED STONE PER VT. STATE STEEPER MAN 3 ON I F SPEC. 704.05) EXTENDED X E DEDGONN NO LOT M DEFT COMPACTED TOPSOIL AND DENSE GRASS COWER (UMM MIX) 1) SET UP AND MAINTAIN SIGNS AND OTHER SAFETY CONTROL DEUCES. 5) APPLY LIQUID ASPHALT TAN TO VERTICAL FACES IN A UNIFORM MANNER. MOLE PATCH AREA CUTTING A SAW 2) RESHINTO 00 NOT PADDLE TACK COAT ON BOTTOM DE HIM S R R FACSCONCRETE INTO SQUARE DR RD TANQULID SHAPE AND CUT SIDE FACES VERTICALLY. A T S 6) FILL TOP OF HOLE WM TYPE M CONCRETE AND COMPACT RESHAPE DOWNWARD 10 SOLID MATERIAL AND MOUND MOTE TO SOUND PAVEMENT. K. FINAL. N LIFT$ NO MORE MAN 2' NICK. FINAL T W THAT II LET COMPACTION BE 1/2' TO I' MOW MJGINNC PAYMENT 50 MAT AiIER COLPACTION 3) BAd(F1LL TRENCH IN 6' Uf15 AND COMPACT EACH LIFT TO 651E DE ME PATCH IS LEWI WITH ME DRI NAL PAVEWNT. EACH UFT SHOULD BE MORMIMLY COMPACTED ON A NBRAVMY PLATE COMPACTOR OR A MA%MIN DENSITY OF OPTIMUM MOISTURE CONTENT M DETERMINEDBr MIN MN STANDARD PROCTOR, PORTABLE ROLLER. EXPERIENCE HAS SHOWN THAT 15 TO W PASSES ON A VIBRATORY ROLLER AND MIX TEMPERATURE MOVE 250 r (121 C) ARE L 4) REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SHEEP THE RICE AREA LEAN OF MUD ARID STANDING WATEP. NECESSARY TO ENSURE GOOD COMPACTION. NANO TAMP SNUUID ONLY BE USD FOR SMALL AREAS (LESS MAN 1 SF.) . T) CLEAN UP AREA DO NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL Wd ON ME PAENT. KNOW SAFETY SIGNS. REPLAGEMENT OF EXI5TIN6 E5ITUMINOU5 PAVEMENT GENERAL GON5TRUGTION 5PEGIFIGATIONS TUTS 1. ME CONNACTOR SHALL CONTACT ALL UTUTIES BEFORE EXCAVATION TO VERIFY ME LOCATION OF MY UNDERGROUND LANES THE CONTRACTOR SHALL NOTIFY 'OGSAFE' AT 1-BBB-DID-SAFE PIRION TO ANY EXCAVATION. 2 UTILITIES NFORMATKN SHOWN HEREON WERE OBTAINED FROM BEST AVNVBUE SOURCES AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. CONTRACTOR SHALL VERIFY ME EXACT LOCATION OF EXISTING UTILITIES AND SHALL BE KWONSBLL FOR MY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE. SHOWN OR NOT SHORN HEREON. CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTILITIES TO ME NEMEST SOURCE MR.. COORDINATOR NM UTUTY OWNER, 3. ALL WORK AND MATERIALS SHALL BE APPROVED BY AND IN ACCORDANCE ON THE LATEST WINCH T AGENCY OF TRANSPORTAna STANDARD SPECIFICATIONS FOR CONSTRUCTION, ME MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THESE PEAKS. 50' X 4' WHITE CENTER UNE1 4. PRIOR TO BEGINNING CONSTRUCTION, ALL MATERIALS SHALL BE APPROWD BY THE ENGINEER. 5. ME CONTRACTOR SHALL BE RESPONSIBLE FOR SSARY ON AND REMOVAL O ALL EXISTING WCETATOR, AND STRUCTURESME XEDESYAY TO CONSTRUCT THIS EXCESS URAE55 24' WHITE STOP BAR ORD ON NOTED aN THESE PLANS. NE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL DORIS STOP SIGN OFF M DEBRIS MO TRASH FROM THE SITE UPON COMPLETION O CORSTRUCTOR. STREET' SPEAR STREET k B' 6. ME CONTRACTOR SHALL BE RESPONSIBLE AT HISM0 OWN EXPENSE FOR ENSURING THAT THE DUST CREATEDAS A RESULT OF CONSTRUCTION ODES NOT CREATE A NUISANCE OR A SAFETY HA2MD. OFF EDGE OF NEW ROADS) WHERE ANDINHEN DEEMED NECESSARY BY TIE ENGINEER. ME CORMACTOR SMALL BE REQUIRED TO WET SECTIONS OF ME CONSTRUCTION AREA WN WATER OR APPLY CALCIUM CHLORIDE EDGE OF 7. ANY SURFACES, LBES, OR STRUCTURES N\ROX HAW BEEN DAMAGED BY ME CONTRACTOR'S EXSSTING Rm25' OPERATIONS SMALL WE BE RESTORED TO THE CONDITION AT LEAST EQUAL TO MAT IN-1. THEY WERE FOUND NMEDHATFIY PWOM TO ME BEGINNING OF OPERATIONS. PAVED 6. ME DESIGN ON TIES PUNS SEAL INSPECTED BY O'IEMY-BLNtlE DEVIL ASSOCIATES. ROAD - _ E PLG NONE JUNCTION, WRMORT, 70 ENSURE COMPUMO MM ME PLANS ARIA IREQUIREIAENiS REQUIREIAENTS OYiARY-BURKE WAIWS MY AND ALL REWONSIRRITY AND LIABILITY FOR STREET SOON (15' - 20' OFF �1 SPEAR STREET k 2' - 5' OFF NEW ROAD {' WN. PROBLEMS THAT MAY ARISE FROM ME FAILURE OF TIME CONMACTOR TO FOLLOW TREY PLANS, REMOVE EXIST. CURB SPECIFICATIONS AND THE DESIN INTENT THAT ME PLANS CONWY. AND FROM FAILURE TO HAVE BEEN NOTIFIED TO INSPECT ME WORKS AND TESTS IN PROGRESS Spear Street 9.4 FOR ANY woWX WIHN THE HIGHWAY RIGHT-OF-WAY A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES CORTNIIOUS MO -WAY TRAFFIC WILL BE REQURED AT RIGHT, WRING PEAK -HOURS, AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTIVITIES, UNIFORMED MAFFIC CONTROL OFFICERS SHALL DIRECT TRAFFIC OMING PEAK HOURS WHEN NEW K ONE-WAY TRAFFIC OR WEN DEEMED NECESSARY BY THE TOWN OR STATE. TEMPORARY GMSMUCTON SONS AND TRAFFIC CONTROL SONS SHALL BE ERECTED BY ME CONTRACTOR IN ACCORDANCE ON STALE AND TOWN STANDARDS. 10, TO ENSURE COIPUANCE WN ME PILAI ME CONTRACTOR VALE NOTIFY ME ENGINEER 24 . HOURS IN ADVANCE OF STARTING MY WORK. BEGINNING ME INSTALLATION OF MY UTUMS' BRINGING IN ANY KEEN MAWL FOR ME NEW BASE, ALL TESTING MD FINAL INSPECTION. 11. WE OTHER DETAR SHEETS OF THEY PLANS FOR MOTIONAL DETAILS, REQUIREMENTS ANO SPECIFICATIONS. PRIOR TO PAVING NEW DRIVE, CUT EDGE OF EXISTING ROAD BACK 12' AND APPLY EMULSIFIED ASPHALT TO NEW EDGE •ALL ROAD MARKINGS SHALL BE VTRANS APPROVED DURABLE TYPE 1 TAPE. INTER5EGTION DETAIL NT5 1 LIGHT POLES M BE 2.5' OFF FRW fl.0.W. - 1-1/2" WICK HYPE III COURSE BIT. CORGI. PAVEMENT STREET TREE PAVEMENT LANE PAVEMENT -1 (30' O.C.) _ f A 2' • 2' nAly rn�nl� wT E II 2, YMM B00% iABRIC (OR 3' THICK ___ ON WE AS PER APPROVED EQUIVALENT) STATE SPEC 17U4.U5 ERNE WFlLTRATON STONE SHALL MEET 3" ,, TOPSOIL - UNDER DRAWL BASE WM SEED 6 YULW A 12' MINIMUM OVERLAP FF 1'r WICK CRI191ED CRAWL AS PER ME FOLLOWNG CRITERIA: ORNNORiNPEASHALEN�AN O AT ALL SEAMS Q STATE SPEC / 704,04 • 4��1/Y NEW WATER LINE 5.0' MN. BURY PRIOR TO INSTALUNG ME INFILTRATION TROCHES AND INSTALL UNDER DRAIN TRENCH WHERE SHOWN. GRAVEL, ME CONTRACTOR SHALL CONTACT THE ENGINEER FOR INSPECTION OF ME SUBBASE SOILS ME CONTRACTOR BACKFILL TRENCH ON3/4- TO 1 1/2' STONE AND WRAP IN YIRM IRON OR EQUAL. ME SHALL FURNISH A LOADED DUYPTRUCR FOR TRAWUNG ON NE SUBBASE WHEN ME ENGINEER PERFORMS ME NSPECndI. FMRIC OVER IAP AT ME TOP OF MENCH SHALL BE A MIN. OF 2'. ME 6' PERE. SM 35 ME CONTRACTOR SHALL OVER -EXCAVATE IN UNSUITABLE SOLS AND ADD MOTIONAL GRAVEL BASE AS REQUESTED BY ME PVC ENV. $HALL BE PER ME INFORMATION ON PLAN SHFE15 3 - 5. MERE SHALL BE 1.0' ENGINEER. BELOW ME INVERT TO ME BOTTOM OF ME TRENCH. ME WORK SHALL BE PERFORMED IN ACCORDANCE WN ME 2) IF TOP COURSE DE PAVEMENT IS NOT INSTALLED WHIN 60 DAYS CITY PUBLIC WORKS REQUIREMENTS. ME WRMONT DEPARTMENT OF BASE COURSE• CONTRACTOR SMALL APPLY EMULSION TO RILL 1) OF IHICHWAYS STANDARD SPECIFICATIONS AND ME ENGINEERING OEM OF BASE COURSE BEFORE INSTALLING TOP COLMSE. PLANS AND SPECIFICATIONS. ]) BWWWAYS WLL PATCH $WINE YOPES/OYENSORS PUBLIG ROAD GR055-5EGTION (60' R.O.W.) NORTH UEFFEKSOIN ROAD - 5TA. 25+33-35+4'1 C,RAC,Hi _L ROAD - STA. 10.00-14.81 NORTH UEFFEK5014 ROAD - 5TA 10.00-17.30 I UGNT POLES TO BE OF FROM RO.W. 1-1/2' NICK TYPE RI COURSEST. CONO Y PAMENT STREET TREE PAVEMENT UNE PAVEMENT LANE (30' D.C.) 2-le [OIIRI� TYPE II 2s 2' , X. 2' 2' i DEODUOUS SHADE TREES, 2.5' - T CALIPER AT 30' O.C. TREES TO BE SATISFACTORY TO CITY ANIMIST N MIRTH 500% iABRIC (IXR APRROWD EQUIVALENT) ZI S NICK CRASHED GRAVEL AS PER STATE SPEC i 704.05 FlNE TOPSOIL - UNDER GRAVEL BAY ON A 12' MININUM OWRIAP MFlLTRATON STONE SHALL MEET 16' WICK CRUSHED BRAWL AS PER ME FOLLOW NO CRITERIA: SEED !MULCH AT ALL SEMIS STATE SPEC / 704.04 0% PASSING THE M SIEVE O DI.UIE ER CLEAN STONE To I-1/2' NEW WATER LINE 6.0' ON. BURY PRIOR TO INWAWNG ME INFILTRATION TRENCHES AND WSTALL UNDER ORAIN TRENCH I E SHOWN. GRAVEL ME CONTRACTOR SHALL CONTACT ME ENGINEER BACKFlLL TRENCH WITH ]/4' lb t 1/2 STONE FOR IN CTON OF ME SUBBASE BOXES. ME CONMACTOR STALL FURNISH A LOADED MMPTRUC( FOR MAWUNG ON ANDWRAP IN MIRAFl IMN OR EQUAL. NE FMRIC OVERLAP AT THE TOP OF TRENCH ME SUBBASE WHEN ME ENGINEER PERFORMS ME INSPECTION. TIME CONTRACTOR SMALL OVER -EXCAVATE IN UNSUITABLE SOLS SHALL BE A MIN. OF 2'. ME 6' PERF SDR 35 PVC WV. SHALL BE PER ME INFORMATION ON AND ADD ADDITIONAL GRAVEL BASE AS REQUESTED BY ME ENGINEER. PLAN SHEETS ] - S. MERE SMALL BE 1.0' BELOW ME NWRT TO ME 007W OF ME TRENCH. GROUND 1) THE WORM SHALL BE PERFORMED IN ACCORDANCE WITH TIME 2) IF TOP COURSE OF PAVEMENT IS NOT INSTALLED WTHN N DAYS OTY PUBUC WOWS REQUIREMENTS, ME WRMONT DEPARTMENT DE BASE COURSE, CONTRACTOR SHALL APPLY NULSKN TO FULL OF HIGHWAYS STMDMO SPECFlCATONS AND THE ENGINEERING WIDTH OF BASE COURSE BEFORE INSTALLING TOR COURSE. IMIAI.111, PLANS AND SPECIFICATIONS, 3) DRIVEWAYS WILL MATCH STALE SEORES/DIMENSORS 12' THICK CRUSHED GRAVEL PER/ \MIRAFI 50O% VT STATE SPEC /704.05 FILTER FABRIC MTROVIDE PULL -OFF PUBLIG ROAD GR055 -SECT ION 152' R.O.W.I EVERY 400 FT MAR5H ROAD - 5TA 10-00-25-33 TEMPORARY CON5TRUCTION NTS HAUL ROAD NTS 2" THICK TYPE III 6" COURSE BIT. CONC. PAVEMENT 6' >pE1Mt RAMP MM 1IXM6D i11NIW • YAXMAI Rf�1A61[ WMm YmF - t'/rt. - e, 7,77 A A e Q 6 O o A a 0 A A', a 0 TY'PT.0 GIST WHW .O O 4 A W OEWCVYI WVNHG SIDEWALK RAMP 12" CRUSHED RUN GRAVEL BASE (AS PER TEXTURED ypy (VT. STATE SPEC. 704.05 OR 704.06) 5 R MAXIMUM '" MIRAFl 50OX FABRIC q SWAGE ... 1Y -ALL ROAD MARKINGS SHALL ' BE `TRANS APPROVED DRIVEWAY 5EC.T I ON DURABLE TYPE 1 TAPE. Seellon A -A NOTE THIS NARROW OR NO SINGLE RAMP ON WSTRTANGENTM FINAL APPROVAL OF ADA RAMP MATERIALS SHALL BE MADE BY THE PUBUC WORKS DIRECTOR PRIOR TO INSTALLATION SIDEWALK RAMP Arc 5/25/M REVISE PER ORB PRELIMINARY APPROVAL G7NDITION5 MM111111//A NTs �.� m1 r�1.,� g"o ED Xi,o 2awAWVG ❑ Pm.wAAY SOUTH VILLAGE r'¢�'4"v„�:tr� OBCA N O sW7w vOPr GOMMUNITIE5, LLC, ^^. O'L-ARY-BURKE __-A II Z -- PFH SPEAR STREET 501 6URLINGTON, CIVM ASSOCIATES, PLC ROAD5 AAhInNMA P„aNE. exier.m�P,A F3FTA11 _S 4 SPFGIFILATIC)NS a 0 D: GENERAL 5ANI TAK Y 5EWER PEGIFIGATION5 Y 1) SEE OTHER SHEETS FOR ADDITIONAL INFORMATION. 2) CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND LINES. UTILITIES INFORMATION SHOWN HEREON WERE OBTAINED FROM THE BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. • 3) THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER AND WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE *TEN STATE STANDARDS - RECOMMENDED STANDARDS FOR WATER'. 4) PRIOR TO CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. 5) ALL SANITARY SEWER PIPE SHALL BE PVC WIT 35 CONFORMING TO ASTM D-3034. ASTM D-3212, AND ASTM F-477. 6) ALL TRENCH FILL SHALL BE PLACED IN 6• LIFTS AND THOROUGHLY COMPACTED TO 957E OF MAXIMUM DENSITY OF OPTIMUM MOISTURE AS DETERMINED BY ASTM D968 STANDARD PROCTOR. 7) ALL NEW GRAVITY SANITARY SEWER MAINS SHALL BE LEAK TESTED BY A LOW PRESSURE AIR TEST AND DEFLECTION TESTED. THE LOW PRESSURE AIR TEST WILL BE USED TO SIMULATE INFILTRATION OR E%FILTRATON INTO OR OUT OF ALL GRAVITY SANITARY SEWERS. ALL TESTING WILL BE CONDUCTED UNDER THE SUPERVISION OF THE ENGINEER. AIR TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM C828-80. THE MINIMUM ALLOWED TIME FOR A PRESSURE DROP FROM 3.5 PSI TO 2.5 PSI SHALL BE 1.2 MINUTES PER 1DO FEET OF B• SEWER. AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS, THE DEFLECTION TEST MAY BE PERFORMED. NO PIPE SHALL EXCEED A DEFLECTION OF FIVE PERCENT (5TT). IF THE DEFLECTION TEST IS RUN USING A RIGID BALL OR MANDREL, IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEICES. B) ALL SANITARY SEWER MANHOLES SHALL BE TESTED PRIOR TO CONSTRUCTION M THE INVERT BY THE VACUUM TEST METHOD DESCRIBED IN THE TECHNICAL SPECIFICATIONS. THE MINIMUM ALLOWED TIME FOR A VACUUM DROP FROM 10' OF MERCURY TO 9. OF MERCURY SHALL BE 2 MINUTES. 9) ANY SURFACES, LINES. OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO A CONDITION AT LEAST EOUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF CONSTRUCTION. 10) THE CONTRACTOR SHALL COORDINATE THE LOCATION AND INSTALLATION OF THE INDIVIDUAL LOT SEWER LINE SERVICES WITH THE OWNER AT THE TIME OF CONSTRUCTION. TO �YHNMd LNAYM AND DEPTH Cf EOIMGE COAMECRM .Z. 11"11Y — NOTE .E SEWER WO GE FOrt MNN AA ND RAN 6EDdNO NAN Of ORALS e 4 Hf TEMAD ARY wpw rtuc s a d�.PR�EXiM3nLK WWII nWTeq WOR Y PLC WHE SANITARY SEWER 5ERV ICE CONNECTION NT5 �NDPARCkGO ON5 GROUND GENERAL WATER 5PECIFIGATION5 MANHOLE FRAME A COVER WTH MORTAR SHALL FINISH MADE NEEWAH R1642. IEHARW RI ALLO TARED 1. --I— SHALL CONTACT ALL UTUTES BEFORE EXCAVATION TO WWTY ME LDCAnIX1 . ANY LC255 OR EQUAL. WOO PW JSN PSI uDERLWallo 1I1E5. 1K CMMACIOR WIAL MOnFY bIGSAFE' Ai 1-YB-gFSAL PRIOR M COCCRETE ANT OIGVAnM. TDIITS INFORMATIONMNO 9101N HE MEET 1 NEAR .TAXED MIME BEST GROUT FRAME CONCRETE \ \\. ` y EXCA WXwGE ANU ES MAY VIOL BE DMLA A ETRI W E COWIETE. TO CONCRETE INSET( \\ CMMALTOR SHALL BE RFSPMSIBIf FOR ANY DAMAGE TO ANY UTWtt, PUBLIC OR ANTE, WHORI OR NOT SHOVER IgKaN. STAH' I • \ —_ BO%n-DO NOT 2 W HOATONTAL AP WRTGAL SIPARATIM FOR SEAFR AND WARR HIES SMALL BE INSTALLED ARY RASE FRAME TO GRADE ENO AREA ' INSTALL N ACCORDANCE WM THE LATEST mTM O WE 'TEN STATE STANDANDS - REOMMENOED Wm PWRm IN PLACE SrANDAR05 FOR WATER WK INY. CONCRETE OIM CONCRETE BEARING END AREA / /' PAVEMENT MADE RINGS ACANST BEARING -J a \ 1 1 WATER YNNS 91HL BE CdISIRUCIED. MESHED. AND d9KELim N ACCd1ONICE Wm UNDISNRBED A STANDARDS C-BEN AND C-BSI WM ME EX—TION O THE TABLET METHOD O 2{ SOIL AA rA MSTRBm BAd(FlLL / 3 STAINLESS STEEL dswrtrnM. AS. T.M. C{78MINCOAT EXTERIOR OR CONCRETE AND 50L \ WITH \ CONNECTING ROD ME CMMALT011 SMALL FTIIMM ALL GAl1GES raMC PIDGS, CARS AND ALL OTHER NCERART PRECAST REINfdICm WIN TWO (2) COATS OF EXCAVATED D E.—, AND LIBOR w PERFORM LEAKAE. PRESSURE ANG OSINFECRM raTS IN SECTORS GWC. uAA.CLF WATERPROOF SEALAIT 7'YPI AT Fc D • NDc ADc TYPICAL BENDS MATERIAL �\ MUELLER N-1W50 DT AN APMOWD NtNCTH. EAM VAWD SCRAP M A MAKNIUM . ME THOUSAND FEET CONE AND RISER \ (1.W00') DF THE PIPE SHALL WE TESTED. ALL WATER REWIRED FOR 1LSTINO WHA. BE POTASIE. Y-(T• NOTE: PLACE 4 mW POLYENT ENE BETWEEN FITTING AND THRUST BLOCK /\ / CURB BOX OR LAYLL IESdNO WGAL WE COAL _ N THE RREWM E CF RW F WO` //// APPROVED EOUAL COPOLYMER �\ X� I —ARE NPRFSWME IEeT. WE LnITMCT011 SHALL OCKLOP uND YNNTNN x00 POLRAs PEA YE SPEdnGTNS SIZE lA0 HOURS To Nan ME OEWGNATEO PRESWNE FOR MEP.iWo-HOUR PNYPRORYIENE INSTALL A 1 fdt YH TESTING FlITN PERWp CONSnMra A FAW.IK TME SECTION ra1ED. LEAKAGE MT WINE BE 2' A RUNGS Wm REWIREYENTS VERTICAL GOOSE 1 1 /2' IRATE M STEEL 11kk2 2 2 5 /\ NECK LOOP PERFpWIED CMaHRINITY F Wm THE AWESOME LEST. WRING ME TEST, ME WHOA. SHALL REINFORCEMENT OR / CAMBRIDCE BRASS ( CAM RIDGE BRASS O T E WRATHY QL MATEY NGEIRED M MANTRA ME rai PWCSSURE MAIRACE EWAL BARED OR U PSIN WORKING NO -LEAD BRASS. I I NO -LEAD BRASS. RED SEED EXCEED THE WANTtt OVEN Br. PRESSURE PLUS 1CO PS SURGE 4S 2 4 9 FOR D.I. PIPE DIRECT RED VIED MANUFACTURING I 12. O.C. MAK MANUFACTURING SB L - 2 • ED (SWAN ROOT a P) / 11B,DOo 0 RING RUBBER A(LOYMNCE AND SEAROIG TAPPING IS PERMITTED BRA55 438/ OR 8' O.C. YIN. GASKET N ACCORDANCE CAPACTY OF 2000 LBS/SO FT I 4 e 17 DEPARTMENT APPROVED I 5151/8MEN OR y - EIS M v PPEIwMESIMF.3Wim WIN ASC-3 C-OR 443 AND EQDEPUAL CURB STOPO� V - DIAMETER OF PIPE IN INCHES e•� �� BUM ROPE 1 END CAPS 3 6 12 STOP ALL CORPORATION - OUTAGE TEST N o9 ST. GRISWOD VALWS ) 2 2 ALL TESTING R1A11 WE CDNOICTED IN ACCOD_ NA N AWWA Cow uraT REN9OR. PRECAST 4e' MFIDFD STEEL CORE FABRIC \ VENEER 0 SNOIIID ANY SECTOR OF ME NPE FAIL OTHER THE MESWNE OR LEAKAOE TESTS THE IMMIX F M 50 FT BFARInG AREA MAIN CMM.ACTOI MLL ADO EVERYWHO NOYSSAAY TO LOCATE AND RPM OR REPLACE WE OEEECYW PPE. TRIAGE. OR ANTS AT NO EIPENY TO WE OWNER. APPROVED EQUAL fM91RT B.—ALTER IIHE FOE . PROODURE; THE CdGMC�OR�9HNL �]IY��. THE THRUST LOCK END AREA �� RESPONSIBLE FOR ME WH—OF THE LINE WITH ME — REOARENDITS CAST IN PLACE VARIABLE \ 3/4• TYPE T(' COPPER THE MEWN O NWNFLCnM SHALL WE Br MIL CONPIA S FLED METHOD MIMESIS CONSTRUCT CNETT SERVICE TYP. , OTHLRWY APPROVED WY ME EN.WER. A —G. wMIXO. ANO THE NIT. ANITION RUBBER GASKET FOR STANDARD ( ) 4• X HET % 12• SOLID A YG/�. ME OLORNAIED wAl[A SHALL RFMNN IN ME PAIN FOR A RWw OR AT LEAST x4 WITH CONCRETE WATERlIC1T M.N. LENGTHS NT5 1• TYPE 'K' COPPER CONCRETE BLOCK N MG/L ECUTIOR. 1K TWEE dndRNE EMNCLNMATON WMN TME PIPE WIAL ESE AT LEAST COAST. (TTP. ALL PPE$) (1.2.3 • 4 FT.) SERVICE AS NOTED IlalAi AT THE END OF HMS PERM ME TREATED WATER IN ALL PORTIONS OR THE YAN SHALL HAW A WEWNA OF NOT LESS MAN 10 YGA FREE bILIO NNEE. ALL DENEECTON WULL H 2' RISE (MAX.) BEWrOWEp 1ADd nE WNtIINWM a 11 ENNNEEA. SINrtcT..—. SNAL NEW 5EWER PIPE BE UmE ACLEPIABIE Oxlr AO SIARf6 AN WAFT@ FAw HATE wWNED, pISNFECIED CHANNEL ( iM � E LENGTH YAN TAtOI WT WE BIWIEEA AO 1[SIFD AT .W APPROVED lwBwAlpRY WqW NO SUITABLE OKR EMOENCE OF BAC1EMa001CAL CWTIYXAnM. dSMFELnw SINE CMFaIY IO THE GIFSI eA«F,LL 1:µMD •ie'MIN. WATER SERVICE DETAIL w611ENWM. J- PIl1C (2.3 & ME PPFLK AND APPINIENANCES "AL Y MNNTANFD IN AI MCMTAMNATED MIDGE O.eD - YAK /\ (2.] ! { FT.) NEW WAhAUHE OR SERVICE NTS EWIRED ATION T NO WPw TL FINAL OWEpNw UNTIL FORA AAC�i�ABy E OWNER w11ERE PAVEMENT 12. t' y Au NEw WAIN YAw PPR WIALL x aF nlE WS D .COTORE WIDWN Ox M[ MNs. Y. LIMIT t ME a RIPE NPPER— . SHALL WE IN AwdAI OCE WITH TH AC-1e1, C-1M, AND e' CEN1EP DATE LDVCTH 41 6• UNDERUNDERSEWEn L ALL WATER MAN THRUST BLDNGS SHALL BE CMSMUCiEn CE xew PW NNCEIE PRECAST MONOLITHIC W. THE WATER MANS SHALL HAW A MNARM OEPTH OF — OF W. CONCRETE BAY MIN. 2' ' / Br /�. � �\�/ 3/4- TO 1 1/2• CENTER ONE IENGM OF PIPE T An WwFACES, ONES OR STRUGT GETS WLIEH HAW SEEN DAMAGED BY ME CONTRACTOR'S HEIGHT. CRUSHED STOVE BEDDING OPMAi10115 SHALL BE WESiORED TO A CUNDIMN AT LEAST EWAL M TUT IN MACH THEY WERE 00 NOT USE UMESTME OVER SEWER faRIU AMEdATELY PRIOR TO THE WEGNMNG OF CON —CIO. //{{ • 6' O.C. L ME CONTRACTOR SHALL CNRMNATE THE UMAT10N AND NSTAlAl10N OF WE NDINWAL LOT EACH WAY EXTEND BEDDING N UNITS OF EXCAVATION CIE- MEW NA11DiL11E OR 9[RNCE WAIp TINE SLRNCES WM TOTE OWNCI Ai 1N HOUR ? CORSiWUCIION. 4. O WAYERARNOVA OAF WE wPERNTENEEHT. ME MPH—ATEICAO WRDINSN MAY RESTRICT WORN ALL STRUCTURES TO BE PAVED AROUND FOR EASE OR PLOWING IF PANNC TO BE PONE OVm TWO MASWS. PAVING AROUND STRUCTURES 10 BE • 16' YW. • P 18' OF VERTICAL SEPARATION CAN NOT VALVE BARS SNAL WE Y RTORE MOWWOi IOU AND ATOP APRIL I WRING ADNRY REAMER COROINNS. DONE PRIOR TO O:T080 31, CAST Wall TWO PIECE ILL BE MAINTAINED. THE SEWER LINE SHALL BE SUO TSPE WM S 1/4• NEW SEWER PIPE CONSTRUCTED TO WATERLINE STANDARDS. A SHAFT AND A CA5r PM TYP I GAL PRECAST SAN I I ANY MANHOLE (__ DINE ENGTH MINIMUM OF 20 FEET BEYOND EACH SIDE OF COVER MARKED �NAIER•. UNDER WATERLINE) THE CROSSING. \IHSPWAM, YAWIACMDI 2 NT5 _ _ SEWER / WATER SEPARATION DETAILOR FORP LW0 E „ FOR CRO55ING5 AM SWAIE CLEANOUT FRAME A COVER T LeBARON R-808 OR EQUAL T 2501 PSI CONCRETE SHORT LENGTH OF PIPE 45•BEND AS NOTED 6• SDR 35 ON PLANS CLEANOUT DETAIL NT5 4 IRpsTWWED wA /— dlAnu�oF POUF) NT, BACKFlU. WIN APPROVED F4 EXCAVATED MATERIAL TED �I THOROUOILY COMPACOQ M B' TED BC THE WOES OF MUNCHES 4 R. OR MORE IN DEPTH ENTERED BY PERSONNEL LNDISTURED SOL SHALL BE SMUTED OR SLOPED TO ME ANGLE INSUUTIN WHEN REWIRED OF REPOSE T s Es1 MAN i-' BAEK LL WT AMA FITS LW.vaBiNNEDiO CRIlDRIV STNE DRIVES AND IAWXsnIRND SOIL —/ O/A' VETO[ ®TRIO TYPICAL SANITARY TRENCH ITI 6' X 6' STAWNLESS STEEL POWERMAL MODEL UPONJ TAPPING SEE. WITH MECHANICAL JOINT OUTLET OR APPXO.D EWAL EXISTING 12' SPLIT WATER QD MAIN CASKET 4 SIDE WE TAPPING SLEEVE GE _ wHaW sa _> 01 "RE L NT W WARvum N (N .WITH U-I. R[wNWALr TAMrm. THE GOMMACTOR SHALL AT ALL TIMES KEEP MENWES ENTIRELY FREE OF WATER UNTIL ALL WON IS FINISHED AND READY FOR BAIXFILLNG Walm NWMNT m Twnr 1 . BLOPG i9CX bfDIXt �� .� ARgIM _ (2 LF.) IL�µLu WO, HYDRANT R �— FINISH GRAPE NOTE (2) (FOR SEWER AND FORCEMAIN TRENCHES): IF COVER 15 LESS NAN s-8'. PLACE 2' WOE BY 4' ml1 NSIM110N BOARD. SUITABLE FOR BURIAL. ON A eED • BOF SAND OVER PIPE IN NO CAM SHALL pFP. OF COWM BE LESS THAN 3 1/2'. AT DRIVEWAY AND ROAD CROSSINGS, DEPTH OF COVER SNALL NOT M MESS THAN 4'. BAIXFILL WM APPROVED TYPICAL FORCEMAIN TRENCH EXCAVATED MATERIAL OUGHLY COMPACTED IN 5' N LIFTS NT5 THE SEES O TRENCHES ♦ FT. OR MORE IN DEPTH ENTERED BY PERSONNEL — SHALL BE SHEETED OR SLOPED TO TIE ANKAE OF REPOSE APPIDVm ROIX FREE BACXnLL THOROUGHLY TOPING SEEW TAPPING VALE COMPACTED N 6' IYlS NO STE NES MAN 1 ,/2- ON EXISTING MAIN COMFORMNG TO MIN, DIAYETER) C-SIN STANDARD FOR GATE 1Y VAL.S. COUNTER CLOCXWM -fr OPENING ANO SHALL HAW �i A NCARNG PESS RE OF 1. PW. PROVIDE THRUST BLOCK (YE GET-) STONE BEDDING FOR PIPE PER GAD SPEC (CATIONS NOTE: SEE WRITTEN SPECIFICATIONS FOR FURTHER REWIREMENTS FOR TAPPING NOTES: VALWS a SEES. TAPPING VALVE 1. SLEEVESSHALL HA. WORKING NIESSIRE OF, 'SO PSI, 2. ALL EXTEROR EXPOSED SURFACES SHALL M NSW I NNOOD. EPDXY -COATED TO A MIN, 10 MIL THICKNESS. 3. UPON MAL TIGHTENING AND TESTING ALL BOLTS SHALL BE BRUSH COATED WN BITUYASTIC GOLD APPLIED MATENAL TO ALL EIPOSLD NITS • BATS. TAPPING VALVE AND SLEEVE DETAIL NTS UNDISNRBED Shc NOTE: — sroPs AND/. wrz VAWS MAL NOT WE PLACED IN PAVEMENT, QWW OR SOEW'AK. ALL nTTNos aHALL FntK 6fTM AWE C-l�Ano CE c-T1 IF COVER B MA THAN 6' i RACE x• — N ALATEG ! FOR SURIAL OVER NIs I�A&E 0 . WLL PIPE HAW LESS UAN S' a M ' wNEn w+ THE MOWN D Is OUTSIDE AME,ER OF PIPE) THE M, XINPCR SHALL AIL TIMES KEEP THE ENY AL ALL TWEE I WATERTTR UNTIL WORK S FlISIAED FIWNLLIN AND READY FOR BAOOIG 3 BRASS WEMEs SNALL BE WATER TRENCH NTS THE CONTRACTOR SHALL NOTIFY 'DIGSAFE• AT '- - -- ��- I-BBB-DIG-SAFE PRIOR TO ANY EXCAVATION. Allll tl1%,VA PRESSURE REDUCING VALVE PLAN PRESSURE REDUCING VALVE 5EGTION FINISH GRADE TYPICAL HYDRAULIC GALVANIZED VINYL COATED VENT CAP WITH BRONZE SCREEN -0 GALVANIZED STEEL VENT PIPE 36' INSIDE DIA. PRECAST REINFORCED 4000 PSI CONCRETE RISERS WITH AN B" THICK REINFORCED PAINTED DARK GREEN GROUT FRAME TO BASE RIM ELEV - 364.5 4- [IVIINIVIA 1 4� -% WELDED STEEL WIRE FABTIN 0 RING RUBBER GASKET ACCORDANCE WITH ASTM C-443 AND ASTM C-361OR BUMROPE .'1tOUTYPICAL 'YDRAWC GROCRANUUN SAND PIGRAVEL W�BACKFILL WITHIN'OTOP AND SIDES OF TANK 24' 18' "A INTEGRAL STRUCTURAL STRUT AS REWIRED ALL JOINTS SHALL BE SEALED M1H BUM JOINT SEALER 2.500 GALLON PRE -CAST CONCRETE HOLDING TANK ALL OPENINGS SHALL BE SMOOTH AND FREE OF DEBRIS AND SHALL BE SEALED WITH THUNDERUNE CORP. LINK -SEAL' MODEL #LS-400-C OR EQUAL OR PROVIDE FLEXIBLE RUBBER MANHOLE SLEEVE 'LOCK JOINT' OR EQUAL ASTM C923. S - (E. - SEE NOTE 0 B" SDR 35 PVC LEDGE PAYMENT UMIT� —6' CRUSHED SHED V OE 3/4' I STONE UNDISTURBED EARTH 5ECT I ON A - A TYPICAL 5TOKAC�,E TANK IRS NRIES.. 1. CONCRETE SHALL BE 5000 PSI AFTER 28 DAYS, 2. SEE SITE PLAN FOR FINAL GRADING 3. THE CONTRACTOR SHALL SET THE STONE AND RAKE THE TOP TO PREPARE A SLOPED BASE FOR SETTING THE TANKS WITH A 0.02 FT/FT SLOPE AND ELEVATIONS AS SHOWN. PUMP STATION DATA A DAILY FLOW - 22,JSB PD (BEE SEWAGE FLOW WFORMATON ON RIGHT LOwR SIDE O INKS SHEET) B. AKRAGE DAY FLDR' (ADF) 1 2 ]]S 59 - "GW N AY YINIMLIH PIMPING1 PUMPING RAZEIA4 FOR lAI4E•S (SO GPM)1—0� THE EVEER IS HIGHER USE A PUMPING RAZE OF IN OPM ODSE VOLUME: A MM. YW RETENTOM THE - 30 IIIN % 23] OM (A.) - Sw GAL G READ LOSSES: ELEVARDN NEAR: 17.0 FT FRICTION LOSSES 4LINE X an EF) - T.0 FT MNON LOSSES - FT D. PUMP REQUIREMENTS - 2 PAPS EACH CAPABLE OF PUMPWG A MINIMUM OF IN GPM AT 26F l INRM PHASE. MNMUM 4' PSCHMM, CAPABLE O PASSING MIMMJM 3' SOUOS PUMPS SNAIL % ERPO NELL. YEYFRS HYORGIATC OR AN D EWA E CONTRI NEMA 4 DUPLEX CONTROL PANEL; YULFTROM PROBE R MULTTKOE YIpPC PIMP DOINOROL ER WIN BACKUP ALAW FLOAT; AUIOYAVC PUMP ATEWAYM; 115 VAC CONIPOL CIRCUIT; 115 VAC ALARM UGHT AND MOM 110UNTED CW TOP OF PANEL PHASE Y014TOT I T1w1EC CEASE PUYPs ME USED; 115 VAC OMPEX MR—ENM OUTLET; PANEL HEATER MTH THERMOSTAT; M WOUA GROAT BREWERS FOR EACH PUMP. CONIRO —1. DUPLEX OUTLET, ORMSEORMER IF REWIRED, NEATER, AND ONE SPARE; NOVIOMA CLASPED RYE METERS MONIED. AL ELECTRIC WRING SHALL MEET ME REOUNENENM OF ONE NATIONAL ELECIRIL COIF. LUNTROLS SH— SE SCADA 03 PAIIBIF. PUBLIC PUMP STATORS CELL K EQUIPPED WIN MU KIRY SYSTEM wTN BATTERY BAG% -LP. TIED M THE SOUTH BMMUNGTON SYSTEM. F. 11 INER URY SMMN TO BE COMPLETELY SEAEO. MADE OF CORROSIVE RESISTANT SOWTMN AND NORINSCALY SAFE. 8UXM`ICAL CAWS TO BE MOWS Iw CONDUCTOR VEIN NEOPRENE JAO(ET. O EMERGENCY. —AM PROVIDE 4 HOUR SOOUGE - BASED ON IS RR DAY H. SUBMITTALS REOUWED: FLPUNK ACCESS OATS AND MOO MOAT HARDER WRAOET. OECK VALVES, WIT VAKS SOLD SLEEVE LOUPUNGS, AND OPERATION AND MNNTENMCE MANUALS. VARIES n GRADE EACH STRUCTURE SHALL BE COATED WITH BITUMINOUS WATERPROOFING Z500 GALLON PRE -CAST CONCRETE HOLDING TAN( (TYPICAL) TESTING DATA A FORM MAIN PRESSURE LEST: ALL FORM MANS SHALL BE PRESSURE IESTED TO NOT 1E55 THEW SO PSI AT THE RICHEST POINT OF THE LEST SECnW. ME LEST SHALL BE O A TIN HOUR DURAINM AND THE LEST PRESSURE SHALL NOT VMY BY MORE MAN ♦/- S M. TYA IEMAM TEST SHALL BE PERFORMED WPRENWTI ME PRESSURE TEST. NE ALLOWABLE LEMAM SHALL BE DEMNNINED BY THE FE LgMNG FOMMUMA L- wHRE L - ME ALLOWABLE LEWAGE IN GALLONS PON HOUR, N IS IIHE NUMBER OF JONTS, 0 IS ME NOMINAL MAMEIEA OF ME PIPE IN INCHES, AND P IS THE AWNAE LEST PRESSURE IN P. B. VAw PT AND PUMP ONE S1NUClURES SHALL BE TESTED IN THE PRESENCE O STATION TEST: THE ENGINEER FOR EXRLIRAMONBY RUNG THE STRUCTURES M V BELOW THE ADMSS UD. A STABILGAFOR PERIOD OF1 NR SHALLBE PROVIDED TO ALLOW FOR ABSORPTION. AT IRE END OF ONE STAWUUTOR PERIOD ONE SONUCAOMS SHALL BE REFILLED IF NECESSARY AND ONE TEST PERIOD OF M HOURS SHALL BEGIN. AT THE END OF THE TEST PERIOD, TIE YOLOME O WATER OHANM SHALL BE MEASURED. THERE SHALL BE TUS SLE SSLE OR MEASURABLE E%ITLIRATDIN OR WRLMAnON ON ME LEST FAS IF THE TEST FAILS, THE CONTRACTOR BHALL REPAIR qi WAIERPROO MO RETEST. C: POMP STAIION: AN MMO112ED REPRESENTATK O THE RAP MANUFACTURER OR W EU:CTWCJAJ FAAMEM wYH THE O'ERAON%N AND SETTING OF Olt RUMP STATION SHALL BE PRESENT WRING STMNP. AMPERAGE READINGS ON EACH W ROR LFM SNALL BE MEASURED AND RECORDED. THE CONTRACTOR M PROVIDE A WATER SOURCE TO PERFORM A FULL OPERATIONAL DECK OF THE STAIN —ONG AL FLOAT FUNCTIONS, AIAW —ON., MERCA OR LIGHTS, H-O_A SMIOHES, PUMP ALOFRNATUR,ANO PHASE MOIFOR I IIMN[E-PHASE PUMPS ME USED, THE CONTROL SYSTEM SHAL BE CYCLED THROUGH MORE MM RICE TO INSURE PROPER SEOUENLONG AND OPERATION OF THE PAPS. EACH PUMP SMALL BE FIELD TESTED TO INSURE THE P M NG CMAOTY MEETS THE PROJECT REORRENDRS TALK SPISCIFMA7I00M A) THE STRUCTURE PROVIDED FOR EMERGENCY STORAGE FOR THE PUMPING E) BACKFILL SIDES AND TOP OF TANK WITH SAND AND/OR GRAVEL INV ELEV - 354.20 STATION SHALL BE (2) Z500 GALLON, STEEL REINFORCED, PRECAST WELL E ON SEE PUMP STATION CONCRETE HOLDING TANK STRUCTURE. THE STRUCTURE SHALL BE DESIGNED BY AN ENGINEER UCENSED IN THE STATE OF VERMONT TO MTHSTAND F) PRIOR TO CONSTRUCTION. ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. DETAIL GALLONS STORAGE AASHTO H-20 WHEEL LOADINGS AT THE DEPTH SHOWN ON THIS PLAN G) THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER M B) INSIDE TANK DIMENSIONS SHALL BE 8' % 1Y % BB' HIGH. C) EXTERNALLY COAT ALL CONCRETE STRUCTURES TWO COATS OF W AND H PLANS 'AS -BUILT' ACCORDANCE AND TUT THE SYSTEM WAS INSTALLED IN ACCORDANCE MM PLANS AND ALL PERTINENT APPROVALS AND PERMITS ISSUED FOR THE PROJECT. - BITUMINOUS WATERPROOFING AND TEST FOR WATER -TIGHTNESS. H) THE CONTRACTOR SHALL ERECT AND MAINTAIN A CONTINUOUSSNOW / FENCE BARRIERALLEXCAVATION AND LIGHTED BARRICADES AROUND ALL EXCAVAV ATION LEFT D) ALL BACK FYI MATERIAL AROUND THE TANK SHALL BE GRANULAR OVER NIGHT OR ON WEEKENDS / w MATERIAL THOROUGHLY COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY THE AAS HTO T-99 STANDARD PROCTOR. TYPICAL HOLDING DISCHARGE TANK ELEVATION I PIP ID It I AT TANK FLOOR 35F91 — — — 35 + 6 1 I I' TYPICAL VENT I PIPE AND CAP I. II B' i 538 CAL STORAGE/VF TANK 02 PROVIDES 2.394 GAL STORAGE TO ELEV. 359.33 0 Io � S - 0.02 L - — --J 12' I � I � RIM (AT GRADE) 1 \ SEWS 70 12 LL OPENINGS SHALL BE SMOOTH E AND FREE OF DEBRIS AN SHALL BE SEALED WITH 1HUNDERUNE CORP. UNK-SEAL' MODEL OlLS-40D-C OR EQUAL OR PRONOE FLEXIBLE RUBBER MANHOLE SLEEVE 'LOCK JOINJ_ OR EQUAL ASTM C923. 1I O I. g• I � TANK /1 PROVIDES Z582 GAL STORAGE TO ELEV. 359.33 � Nf O 1 S - 0.02 I I � I< M P W ; SEWE WET WELL / / 354+ RIM (AT GRAM)) PLAN VIEW 5TOKA&E TANKS NT9 BY A STRUCTURAL ENDNEER UCENSEDLIN THE STATLI OF VERMONT AND CONSTRUCTED TO WITHSTAND H-20 WHEEL LOADINGS. VALVE PIT 2, EXTERNALLY COAT ALL CONCRETE STRUCTURES WITH PUMP STATION 11Y0 COATS OF BITUMINOUS WATERPROOFING AND TEST FOR WATERTIGHTNESS. 3. ALL FORCEMAIN PIPING INSIDE OF THE STRUCTURES AND THROUGH THE WALLS SHALL BE GALVANIZED STEEL EXTRA STRONG WEIGHT. 4. ALL BACKFlU. MATERIAL AROUND THE STRUCTURES am a A SHALL BE THOROUGHLY COMPACTED TO NOT LESS wY THAN 951E OF MAXIMUM DRY DENSITY AS DETERMINED BY THE AASHTO-T-99 STANDARD PROCTOR. Pair ovcomr[cTiwmi 'Y r LNNO wm SIX YwMA IN WE FLAAM YAw/_v— 14�Mw I .... a r Wan 112VI OX.PRUIw I w w rK IC I Rmn (OYFEx Fa SDRH SIIEUCAAUp) WALL ALL PR a9w,m Im ,. THEM r' wM NIWR-I� IY wx m s/" wusxD starrt . DO wI ua IALSTDrR �� "�OIWN VAK ti\\�\ \ �\ \ \\y\\Yi\\w\�\\•�\\�\\�\\�\ \ LNi%RNAtfl EAWM SEWAGE FLOW5� THE SEWAGE FLOWS ARE BASED ON THE STATE OF VERMONT - ENVIRONMENTAL PROTECTION RULES, WHICH REQUIRE 210 GAL/DAY/RESIDENTIAL UNIT REGARDLESS OF THE NUMBER OF BEDROOMS WHEN CONNECTING TO A MUNICIPAL SEWER SYSTEM WITH > 50,000 GAL/DAY CAPACITY. 99 Units x 210 gal/day/unit - 20,790 gal/day Infiltration: 300 gal/lnch/mile/day x (8" pipe x (3,450 ff/ 5,2807mile) = 1,568 gal/day Total: 22,358 gal/day (> 2,000 gal/day; therefore a dual pump station is required. THE CONTRACTOR SHALL NOTIFY "DIGS—* AT 1-BBB-DIG-SAFE PRIOR TO ANY EXCAVATION. T A.w uaT.--\ talRaiu¢ � IGw11[M Iq rw¢ Mloa ,.ter P-11T A.— w1Enm w E�wT Wom wNKe Mawr tK MwrM -n I TNL W PDEw N "' 30 WGWOr I I a ne ww'ouT r Qcv . mwm m roWa mrPr— ..LDRRT FPE DALMTO M ORFATO Hm HML HA,>a F,WRAW I -1 4 1 in R°WOAL III wMi/. EMITS NAPD OF H YMrt OD NL wo w JowW Eero n NaaEIE wSM IY� W NOT Yt JWOI(rL R� - \ �j�/�� -1AwwBII� rARD Pump Station must comply with the following City of South Burlington Pump Station Design Criteria: - Pumps will be 3 phase (no 1 to 3 phase converters) - Public pump stations will be equipped with telemetry system with battery back-up, fled to the South Burlington system - Level controls will be Flygt Multitrode Probe and relays - 4" pumps will have 4" plumbing including force main -Emergency connection will be 4" with camlock fittings and shut off valve - All hardware in the wetwell will be stainless steel including life chains - Pumps will be rail mounted with stainless steel rails'' with a pull-out flanged base. - Must have double throw switch and plug with plug for city's portable generator. fi 1 ?014 f Go, Burlinc Notes: 1.1 ALL WATER 5Y5TEM WORK SHALL DR IN AGGORDANLE WITH GHNfiLAIN WATER DISTKIGT '5PEGIFIGATIOIS DETAILS POR TIE IMTALL 1- OP WART! LINO•. AMRTMANCES' 2.1 ALL SENOR SYST01 —A SHALL DE IN ACCORDANCE WITH THE STATE OF NEENONT EPR'S AID TW CITY tX 50UTH EMILNGTON M1J01_I0 WORKS 5PEGIFICATION5. Al BINS NDT TO a D w FOR PROPERTY LdA/EYANLE. WWI TO PLANS ENTITLED T'HASE S OVERALL PUT' A"'*—W ] LOTTING MSOUTH VILLAGE SVILLAGE COMM.NITIES. LLG. DATKD W3VU MEPA DY CIVIL WGINEEKING ASSOCIATES. INC. AJ GAS LA— PRWIDID DY VERMOIIT GAS W POWER LAYOUT MCVIOED DY &KEEN MgMTAx POWER I I \ MoouLAR TERMINATION 1 ! ; LADIWT NTLI p ITrrJ / TELEC W/ ION l\;'. GRAPHIC SCALE ( IN FEET 1 Inc11 - 100 R rATH 1 / / SOUTH VILLAGE PHA515 I I J/ RGR rolNr I / I I ORTH / LK / TWluPI / OVQ TB I Legend PROJECT DOUNDARI PKOPERTY LI W _—__----_ WMACK ------' --------- GONTOLR LINE 1 U.S.G.S. DATUM 1 PROPOSED PINISH GRACE GONTCL.R G EXI5T1% IRON Fin 0 EXISTING GONGRETE MONLNENT IRON PIPE ITO DE SETT GOIR.RETE MONAENT ITO DE WTI RL UTILITY POLE E EXISTING E—CTRIG/TV/TELP✓PI0 LINE SEWER LIM Pli STORIA.IW WATV! L W EXISTIN—ROPOSED NYOIlMTf ....�................ SLY PENCE a MOLL TERMINATION GADIWT NTGI 13 TRANSFORMER PAD SECOIDARY PEDESTAL m 40 OF 4" 5GH. 40 PVG ® 60' OF 3" 5GH. 40 PVG ® 60' OF 3" 5GH. 40 PVG ® 60' OF 3" 5GH. 40 PVG 19 60' OF 3" Sr-H. 40 PVG ® 60' OF 3" 5GH. 40 PVC, ® 50' OF 4" 56H. 40 PVC ® 60' OF 3" 5GH. 40 PVC ® 60OF 3" 5GH. 40 PVC,® 50 OF 4" SGH. 40 PVC, Q 50' OF 3" 5GH, 40 PVG ® 35' OF 4" 5GH. 40 PVC, ® 60' OF 3" 5GH. 40 PVC, ® 60' OF 3" 5GH. 40 PVC, ® 60' OF 3" 5GH. 40 PVC, ® 60' OF 3" 5GH. 40 PVC, ® 60' OF 3" SGH. 40 PVC, ® 50' OF 4" Sr-H. 40 PVC ® 60' OF 3" 5GH. 40 PVC. ® 60' OF 3" 5GH. 40 PVC, ® 35' OF 4" Sr-H. 40 PVC, ® 50' OF 3" SGH, 40 PVG ® 50' OF 3" 5GH. 40 PVC, ® 50' OF 3" 5GH. 40 PVC. ® 50' OF 3" 5GH. 40 PVG ® 50' OF 3" 5GH. 40 PVC, ® 50' OF 3" 5GH. 40 PVG ® 50' OF 3" 5GH. 40 PVC, ® 50' OF 3" 5GH. 40 PVG ® 50' OF 4" 5GH. 40 PVC, ® 50' OF 3" SGH. 40 PVG ® 50' OF 3" 5GH. 40 PVC, ® 30' OF 4" 5GH. 40 PVC R1E CONTRACTOR SHALL NOTIFY 'DIOSAFE' AT 1-E88-DIG-SAFE PRIOR TO ANY EXCAVATION. J Legend PROJEGT DOINDARY -- PROPERTY LINE - - - - - SETBACK __----- fro ------- CONTOUR LINE 1 U3,S.S. DATUM I ® PROPOSED FIN15H 6RAOE CONTOUR G oK15TIN6 PROM FIFE I7 EXISTING CONCRETE MONUMENT IRON FIFE ITO CC SETT ■ CONCRETE MONUMENT PTO DE SETI HD] VTILITY POLE E EXISTING ELELTRICMTV/TELEPHOM LINE SEWER LINE 0 STORALINE N WATERLINE EXISTIN6MPROPOSfD HYDRANT SILT PENCE Notes: N ALL WATERR -TEA WORK SHALL 6E IN ACCORDANCE WITH GHAMLAIN WATER DISTRICT VWGI/ILATIONS DETAILS FOR TNE INSTALLATION OF WATER LINES APPLRTQHANO6S• 21 ALL SEWER 5YSTEM WORK SMALL DE IN AGGORDANLE WITH 1NE STATE OF VER)gNT EPR`f AND THE CITY OF SOUTH MURLINGTON PI 16 WORKS SPECIPCATIONE. 3) PLM)S NOT TO K USED FOR PROPERTY CONVEYANCL It— TO PLTN5 ENT- 'FHA5e 2 OVERAIl RAY ANJ'PHIASE 2 LOTTWG PVuf SOUTH YIULASE LOMIINRIES, LLC, BAT® B13VO PREPARED DY CIVIL ENGINEERING ASSOCIATE5. INC. Al REFER TO PLAN ♦ PROFILES (SHEETS 3-61 FOR STTNMNATER ELEVATIONS. W WM TO PLAN SHOTS EI , E2 FOR EROSION SmIMENT CONTROL PHASING, DETAILS , SPECIFICATIONS W IUUER TO FLAN SHEET 52 >TORMNATmt MANA000iT GD PLOP. DE _ SPEGI/IGATIONS POR AOD ITIONAL STORMNATER INFORMATION UNdSTFBED 30L /rX BACKHLL WITH APPROVED �y ,,.%%%f EXCAVATED NAIQ6AL THOROU2HLY fbMPACTED N 8 'IS #3 aINL uA ^ �y owaux: 11 odauu allaTw�mau�ra 1; • / L.\`0114 , \ N.w�u :h ' \ \ I i AIL eMau nnwE rF[ SUT:vE a WxRT. Txan OpNPMCIFD / INNNOIIONLY \ v \ 44 \ ` - •am P.sL mHOHEIE .+ Ae.,.,LA. . eov1DE wa 1 46 v ) \ r f B" 5DR 35 P\G .. LI 36' 50.000 - I ! I �y wxosnneE2 saL one, ` M .. OHxTv,[ etmxo Irn a RSdvAnon Trrll uxm / 05/ -1 PREGA5T GATGH 15A51N N. D• 5DR 35 FVL A R. OR MORE IN DEPTHk� ENTERED BY PER90NNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OF REPOSE --___ IFLACOT�2R' IS tE55 THAN 4' Ts \ BO ANKH PIS SUT�fLE _____ N TH F FO U IAE R PIP P E � /6 ��R,•,T L 1 APPROVED ROOK FREE BAc,nLL THOROL(OHLY 1s, COMPACTED IN 6 (T' S OUTSIDE DIAMETER OF PIPE) 15' 5DR 35 PVG ' \ LIFTS NO STfRIE5 LARGE THAN DAMETER) Ll 44' 5-0.006 \ AOa s/4" 1D 1-1/2 CRUSIHED SYONE BEDDING•FOR /2 + 6• PE THE CONTRACTOR SHALL AT -o � ENTIRELYSFREEPOF WATTEER�CHE9 V PIPE a UNTIL ALL WORK IS FINISHED AND READY FOR BACKFlWNG UNDISTURBED SOIL 5TOKM SEWER TKENGH -� 5DR 35 NL L- 253_ so.00e It 35 FVG s.O.DDb \ LB PD - 50R 35 34 3 � �D" 5DR 35 PVG ^ !\1 D' 5DR 35 P - � L 160 So. 5m 35 PVG \ -.. 0 _ /,SJ SOR E.D •14 L 236 50.007 N 35 PVL L ID50.1000 • � "�1 STORMWATER O S - , i.I EASEMENT AREA 11 TO CITY OF p'HWIDE GRAVEL S Y i>^ AG4E55 DRIVE TO 1) DUELINISTON STOKMWATEK ARC. -V PROVIDE WPM GUT I - - S T � POND OUTLET STRUCTURE - D" INV. OUT1 0S .O BEE DEJAIIJ PROVIDE CONCRETE WEIR •• STORM SPREADER \ I TOP- 3600 ASS �D�tITAILI leINV. OUT, 357.5 • • • R • r ` GLASS TWO\ WETLANDS PROVIDE 4" TOPSOIL AND 1,11A55 COVER , / SHOULDER b" OElP ORI61N O61 `__�` 6 -------_ GROUND ` I ICI SLOPE TO MATCH ROAD ` ______ ISR GRADE, OR AS DEPICTED _____ ON TYE PLANS LANE SWALE OSION «EQUAI.) ROL MATTING 2" IBON TERRA 521 ORERAPPROVED ROADSIDE 5WALE NTS FOOTING DRAIN DETAIL PROFILE i 1 rill VE AWielmpm �1 f • • I >� �'1110.� N �i IFI'HIV :>si �1UI WIN,�;: I A 1� �f"1tiV 111J IE5 ♦ �� ■;�, '... ��e ��,, � .ram FOOTING DRAIN�CONNEGTION b• PRO R COIGIR• E WIR ra IS.LV• 2600 "'' n FOREDAT VOI-JMF. 19616 GF ].00 �•ao A•oo %, POND PROFILE f • 50, IHI f • 5' IV) - D• SOR 35 PVG _ � - CA • 30 TO S •- 11 _ ER 1 �. n_, i`-..". I _.I • OD � 55 NL \ O #10 - HOR � D 5DR 3] PVG a, - -+ � -.•• - - I F \ I I. � L ID4 50.000 � - • I T -0, WIDE GRAVEL D" 5DR b PVL ACGE55 DRIVE TO L, 59'_ 50001 CID tJl 15" SOK 35 PVG B PIMP STATION - 17 \. PROVIDE LORD LUT D" 5DR .D PVG L % 5000� IS" INV. OLV 360.3 L 36' 50A07 PROVIDE PERAIAPENT MEN OEPTN MARRrNR -_. WET EXTENDED DETENTION POND E PROVIDE SILT ' BASIN VOLUTE 67,701 OF • FFNLE PRICK TO , - -`/ ` BUFFE • \ RIM ELEVATION 363 FT START OF �I BOTTOM ELEVATION • 356 FT • �\\ • CONSTKUC.TION • ✓ i - �` -1 I CC.C/ WQV VOLUME • 24.761 LF _ Y. ^E` ITYP., SEE I-YR STORM VOLUE 63.705 LF - DETAIL 5HT- E2) • , > \ \ KI STORM VOLLAE 6"76 LF • • -- 2-YR STORM VOLUTE g5.440 GF - n • !'. i T _ 100-YR STORM VOLIAAE 173.759 LF v • \ • `\ 'Gy�5s_rwp v • WEYiANDS l\ Owner & Applicant GRAPHIC SCALE SOLTN VILLAGE LOMMLNITIE5, LLG IGMO RODIN U. emu 1• P,,P O i ,z0 P.O. DOX 2266 a SOUTH DURLINSTON VT 054 ( IN F•EBT) THE CONTRACTOR SHALL NOTIFY "DIOSAFE• AT 1 inch 60 fL 1-B6B-SAFE-SAFE PRIOR TO ANY EKCAVATRX). �i /� L IL;,s� CONCRE2 STRUCTLRI, WITH REINFORCED GONDRETE TOP WTTI CATCH e ;A> N sRArz OR M.COS LL iT i iRi-\ 31YOA0 - T T 1 51GE Tx'0R D• 5DR 3! PYG 24' SMt INV. OlT ITttJ 3YA IT OF CRVN oe oceo POND OUTLET 5TRUCTURE Soil Types VERGENNES CLAT. 2-OX SLOPES CAVINGTON SILTY CLAY oecA o RE�DHE wI.•N o ATET,xWARY SOUTH VILLAGE 11&13 IN `W" SETTIR«IaAT GOMMUN I T I E5, LLG J oml2 <a vFIH OTL.EARY-BLTRKE SPEAR STREET SOUTH MXLINGTON, VT 2oT2-4asT5 aTn CIVIL. ASSOCIATES, PLC 5TORMWATER MANAGEMENT PLAN PHAN SIIh7E WB POINT OF INTEREST #1 C 1w .', WET EXTENDED DETENTION POND J Legend ----- PROJECT DOUNDAKY --- FROPERTY LINE 5ETDACK -- - ^O -------- CONTOUR LINE I U.SAS. DATUM 1 MOF05M FIN15H (SBADE CONTOUR 0 EXISTRW IRON PIPE G EXISTING CONCRETE MONUMENT IRON rim [TO DE SET) CONCRETE MONUMENT (TO DE 5ETI RL UTILITY POLE E !%)STING, ELECTRIC/TV/TELEPHONE LINE SEWER LINE STORMLINE WATERLINE EXI5T INGTROPO5ED HYDRANT SILT PENCE / O I d•r 1 \\ / / I TYP. STONE W Q- U£GK DAM AXE DETAIL, YR, Soil Types � /1 VERC£NNIEM. CLAY. ]-6I SLOPES &BASS CHANNEL / DRY DETENTION POND EA504 VOLUME 13.423 CF RIM ELEVATION 372 FT DOTTOM ELEVATION • 370 FT WOV VOLUME • 2.746 CF I-Y, STORM VOLUME • 4.65 CF 10-YR STORM VOLUME �.461 GF ?5-TitSTORM VOLUME 11,170 CF 100-YK STORM VOLUME • U CF Notes: M ALL WARM II, DE m ACCdRDANCC / N WATER DIS I WIT) LHAMLAIN WATER DDTION / DETAILS FOR TK INlTAILATl01 OF WATER LIKE . F WA ER LANES AFFIJRRNANCOf' PROVIDE SILT FENCE PRIOR TO L ALL TENSER !YWORN S1VLL X INACLORONNCE START OF I WITH lV! STAR OF OF VOMIQIT KFR'S T! CITY OF C 1SeeION GI foam DURLINGTON neLlc WORKS xeurwhnOD. RiT.. SCE (Tyr.. DETAIL. SHT. E21 ] PLANS NOT TO OC U.ED FOR PROPERTY CONVEYANCE. ROPER TO PLAINS ZTITLED THASK 2 OVpRALL FLAT / AO FHAW 2 LOTTING PLAT SOUTH VILLAGE GOMMUNTES. LLCM DATED wlMe PREPARED DT CIVIL /� \. ONYIM—,NG AS$0 IATE3. MC. / V +1 REFER TO RAN . PROFILES MEETS !-GI fat / / 5TORMWATEK O.LVATION5. / \ J S) RereK TO RAN %LETS OI . O2 FOR EKOSION / stDllorr coNTKa. rlMsw. DETAILS . Srcc.11lrlunows GJ BOOR TO RAN 5N¢T fl 51ORIANAM MAMO2101r / f / RAH OETAILS ♦ SRCIFICATIOS FOR ADDIrIONL STORMWAM "WORANTNJN 5TORM 5PREADER J (SEE DETAILI \ 16• INV. OUTS 360175 \ GLASS THREE \ `L WETL(I1405 •I�\/ Im c�oN Rma v 'IsR'm .nl S�sI' k FOOTING DRAIN GONNEC.TION \ I\ •C'45; TARE / • 1 WETL•ANQS / 1 • /• i 1 • / • 16' SOR .b PVC. / • / L• OS' SOA)07 AM DER M AS NECESSARY TO MAINTAIN DEPTH SPECIFIED U\ `� sI\IN Rwr•Imwway„ I / '74' PROV AND BRASS COVER (IL AND 0.001 FTYFT. MIN. SLOPE IN OITGH 1B' / \\) `'\l DEEP -`�� / \f•/ A �(` /i' OR &ROUND11 . / I�/ %A MAINTAIN SWALE i INVERT -SLOPE TO DRAIN IL WITH A SLOPE OF 0.001--- FTJFT. OR AS DEFICTED I BM LINE SWALE WITH EROSION CONTROL MATTING, 1DON TERRA 52 OR APPROVED EOUALI / ON THE PLANS � ///// / 40 GRA55 5TORMWATER 5WALE \\ �_ __—��\- — � \ I NIS (\ Aft LL %50004 \/G / / \ /\\ \ /^". �\\ �I/ AN INV A I STM—AATT[ESR 1 NOTES L THE &BASS CHANNELS AS SHOWN ON THIS PLAN ARE TO DE DUILT TO TO MEET THE 2002 VERMONT STOKMWATER MANUAL FOR WATER QUALITY. CHANNEL PROTECTION AND 4'+4 j / i I I \ `:. I / // / / �\ \ ® , • / /1 DSEEENNDGALUFJLA eT DPTOTMOVIDE A MIN.1i0SMINUCHANNELS HAVE RESIDENCE TIME DURINfi THE WATER QUALITY ID.•T STORM EVENT). THEY SMALL FUNCTION As A OKY DETENTION - ��_ _ �_ // /,1 I \''P •/j . // ``, / / / / Y� \ \ ` / / /� 1<i / / / �I DASINI TO PROVIDE THE UMNNEL PROTECTION YEARI ANDYVOLUME DTHE OVERDANKFLOOD ------i- i 1 (.,\ • -O /� \ �/ rROTECTION Iq-YEARI STORM EVENT. AS PART OF^�\ ODTAININ& A STATE 5TORIMWATER PERMIT. IT 15 STRONGLY / O1 REGON.ENDED TO CONSULT WITH THE 0E516N EN&INEER / / i DUIRIN& CONSTRUCTION TO ENSURE ALL NECESSARY / \\\\q' �' \ /� / Ayla ♦ COIPONENT5 AKE IN PLACE FOR INITIAL COMPLIANCE AND / NSF INV. WTI I37O. Z j \ ` I / / / ^ J ON �,,Nor aw /F'� ANUAL 1MAEGTIONS REQUIRED AS MANDATED IN THE IIW 2-106 STORM PERMIT. ®110d 2. ALL NEW GRAVEL 5URFACE5 5HALL DE &TRADED TO THE 5TOKMWATER \ I \ �. % 4I \ \ G / I / r / / / / 1 \ �/R= WII GREATEST EXTENT POSSIBLE OR AS SHOWN HEREON TO EASEMENT AREA /{ / �)�, OR IN INTO A GRASS GIUNNFI CHANNEL / DRY TO CHOP / / \ \ / / DETETENTION DA51N WITH OUTFLOW CONTROL STRUCTURE. SOUTDUKLIW6TON I I 1 / I — ,— / / / L1�~��-/ - 3. ANY QUESTIONS THAT AKISE ON THE PLAN RELATED TO THE T ROAD, &TRADES OR STOKIMAI R DEFOKE OR DURING, / / I / • \ \ / �I CON5TRUCTION SHALL DE DROUGHT TO THE ATTENTION OF / /\ I DURKE IMMEDIATELY AT (6021 676-9rN0 / /® OLEARY- \ % DO NOT CUT IDLES uosER \\ \III wM°N/�—^I GRAPHIC SCALE / TO&ETHER THAN TFE a:¢eLVT HOLES IN b' HOPE Fire Olt f'0 1I rk (/' y4.3, / \ — mK 6 w� 1. f 1 r / / DIAMETER DOING DRILLED - -¢: LARGER ACTIN& AS TRASH RACK aa-ab. AROUND PRIMARY OUTFLOW PIPE. / I „ OUTFLOW OFFSET HOLES ON m:¢b- HOLES SHALL DE TFE SAME 512E �E GE SIX.GE551VE ROWS. DRILL HOLES ON INNER PART OF -¢a- - b-D- AS LOW FLOW ORIFICE OR SMALLER INV`\INS 370.00 \ KIDDED FIFE. aaax: TRASH RACK YARWY WKOT RIRIOIi NTS Qu�Raai IMRi FOOTING DRAIN DETAIL IhrORTANT NOTE' M05T OUTFLOW DEVICES WORK DEST IF PLACED DIRECTLYEN AT THE D OF THE SWALE 50 THE HORIZONTAL PORTION OF THE OUTFLOW PIPE HAS THE PROPER COVER AHO THE ELLOW SHALL DE PLACED LOW ENOU&H TO ENSURE PROPER DRAINAGE DY THE LOW FLOW ORIFICE b• r �. ryG VERTICAL OUTLET DISCHARGE PIPE. SET TOP OF PIPE 0.5' DELOW THE TOP OF THE SYSTEM ON THE T ORIFICE F 370.0 DOWNi ILL SIDE TO DRAIN LARGER STORM EVENTS to ORIFICE • 370.50 DEE (.ORRESPODNNIS SYSTEM LOCATION ADOVEI - ONE HOE SIZED IN EACH VERTICAL OUTLET DISCHARGE PIPE GUT U-SHAPE AROUND TO DRAIN THE WATER IN THE GRASSED CHANNEL, SET DEDRMITKA5H RACK OUTER PIPE ORIFICE AT THE DOTTOM OF THE SYSTEM LOW POINT TO FIT OVER PRIMARY FLOW PIPE TO PREVENT PONLDIN& OVER EXTENDED PERIODS OF TIME J' _ 6' STONE LENGTH SHOWN Y �Ayy NORMAL •Ny SWALE O.5' ON PLAN EMERGENCY SFILLWAT DOTTOM OF STONE f GRADE ATION SHALL DE 3' BELOW TOP OF SWALE " 24" MINIMUM HDE G PORKMATED (\\ PIPE AROUND FLOW GONTKOL-- STANDIAIPE TO FUNCTION AS `--- - 1 O -- TRASH RACK. DULL HOLES IN - TRASH RACK THE SAME SIZE AS DEPRESSED THE LOW FLOW OR IFIGE OR SWALE INSTALL 3/4' TO T CRUSHED STONE IN A 21 DEPRESSION SMALLER WITH PATTERN AS GIRAOE AT AT THE ELLOW TO DRACE THE OUTLET PIPE SO THAT IT DIRECTED DY ENWINEK Dee OUTLET STAYS VERTICAL OR AS RECOMMENDED DY THE ENGINEER. DETAILI NOTE, LOW FLOW ORIFICE SEPARATION TO DOTTOM O= STONE SHALL DE AT LEAST 6' OR AS DIRECTED 11Y THE eNW )JEER. 5WALE OUTFLOW DEVICE h 1': o QRII1 ROR W W � • � • 1dY W � W � w • rY (Q RLCT�IYO6CK1 •' • w • A PUN VIEW iq 9RmNLw�41MON sE my p RMANIXR a AAEA . t— M OaKCIFD RY MF MwFAZ .1 aiE f9NanaNs T s f PIIOMOf ILYEl SiWF AQOss ME TOP i0 � Row i DIANNEDaT iLOW bl FmFNI _- VOi V GNOHNQ PM m Auw rIPE m RLT plwM¢ AT Nl. 1RIF5) P'`n awNo ro°Lo:INaz a 1aPsoa. P i mD�Ez —P• ANA 10 K R STONE STAH— -- PROFILE STORM SPREADER/OUTFALL DETAIL NTS BACKFILL MATH APPROVED EXCAVATED MATERIAL THOROUGHLY COMPACTED IN 6' U/TS r UNDISTURBED SOL J/4• TO 1-lh• DASHED o� O�_ THE CONTRACTOR SHALL AT YON fN ALL TIMES KEEP THE TRENCHES ATER PE PPE EDDI G ipi 8O O UNTIL LL WORK SOF WFINISHED D6� AND READY FOR BACKFlWNG UNDISTURBED SOL STORM SEWER TRENCH NTs n IX PEET ) 1 i ah - 30 fL. A Car /la. arrfirs rt b•Tam -very ImlwHalr »Im thMN b m NImf16• of [Qom Yatwmn NN lmttaln a/ [Ton[ and Jlwvt of rho aHHu re prar.nt cIo9P'X1. B. Mledle arlfica - Upally bugar Mm law flow oNflm ro allow aoma rtarn4nty to oVNha prbr Iwochirlp the fop bniXoad oNfica Iror all rtonn ryaam[ have MI[ esNu - dapaka an rtarm maealing) C. Top of rtandpipe [hall b 6' blow Me rap ar [yRr[m which [hall b IarM alawtion alwm an plan. Pip[ ahmM b M ro IwNM div IMMktion or ewd<10 eNas Mu nquirWmni'a mat D. 11N pNmWY 1uNNan of rb amaida prya I[ fa /vNrion m a rwh rock (i.a ro prs[errt emr f from cMa low Now vlfiu). That le why the N' of frmbavd Ia so Importmr ue rota A abera. M fimh rock arlfkuficu [poll b M ro layer Ma tlN law fkw alilice agclNW on the plan -au ealal The oNflw unb Mwlthahok Pow ar apnea bH Arty plRrtic bun ahauM b nnurrad wlrh a the a whofawr machaMam nauNry to wan holy oR smooth to hmen the cMroN of cbgging. E. EmWyMRy apilkay N a rtom owikw Mrt ahaed b opprewlmmah I' blow Ma top of the ayrtun to [.InrN Mot If the [wok la aomplareN fWl of avatar.Ir w ll arsrtop m ilmr laurim but Nt ra r.eaira a Nave. NOtim (uWN at -. Mlai lararian) FRAME k GRATE. RE US OR NEENAH FOUNDRY R-3210-ALM OR R-3210-LLM 'FRAME TO CONCRETE iAME OPENING SHALL MATCH hTCH BASIN TOP WITH NO �I ALL BACKFlLL THOROUGHLY COMPACTED IN 8' LIFTS /DOD P.S.I. CONCRETE 91AUL fe 1 6 V\ `3/4' M94ED STONE BEDDING ALL STRUCTURES SHALL BE DESIGNED BY A STRUCTURAL ENGINEER TO WITHSTAND AN H2O LOADING REONREMENT ALL PIPE OPENING SHALL HAVE A WATERTIGHT FLEXIBLE PIPE SLEEVE OR GASKET. L 1-= NISTNRBED SDIBEDOWG TO PREGA5T CATCH 6A51N NTS Owner &Applicant SOUTH VILLAGE COMMUNITIES. LLC JEFFERSI 11111 t - �\ ] O PD. 2 PO. COX 266 BOX SOUTH dJRLINKaTDN VT 05+07 � THE CONTRACTOR SHALL NOTIFY'DIGSAFE' AT /-81018-01G-SAFE PRIOR TO ANY EXCAVATION. �Ffill r- N 1 Pn,n� � ,y ,• h F. e> 4P`'.- rd:. EXAMPLE OF A 5WALE OUTFLOW DEVICE EXAMPLE OF AN 8' DOTTOM 2• DEEP 5WALE G0N5TRUGTI0N 5EQUENGINC6 FOR EROSION PREVENTION + 5EUIMENT GONTROL THE ON-51TE COORDINATOR SHALL INSPECT THE SITE AND THE SEDIMENT CONTKOL MEASURES A MINI" OF ONCE EVERY SEVEN DAYS, PRIOR TO PREDICTED STORM EVENTS AND WITHIN 24 HOURS FOLLOWING, ANY PRECIPITATION WITH A VOLUME LARGE ENOLIFAH TO DISCHARGE KUN-OFF FROM THE SITE. THE WEEKLY REPORT AND EROSION CONTROL PLAN WILL Be KEPT ON -SITE. CONSTRUCTION FOR SUBSEQUENT PHASES SHALL NOT GOMENLE UNTIL SUFFICIENT AREA HAS BEEN STABILIZED IN THE PREVIOUS PHASE TO LIMIT D15TU(DANCE TO LESS THAN 2 ACRES AT ANY ONE TIME NO HOUSE CONSHMSES MA TRUCTION OR FURTHER FY COMMENCE UNTIL THE PEKMANANENT STORM SYSTEM IS INSTALLED AND 5TADILIZEDI. -NOTE FOR CONSTRUCTION OCCURRING BETWEEN OCTOBER 15 AND APRIL D REFER TO THE WINTER NAVIN. LIMITS OF AREA TO BE INSTALL CONSTRUCTION MAINTAIN UNTIL CONSTRUCTION DISTURBED. FENCING AT LOCATIONS WITHIN PHASE 1 15 COMPLETED SHOWN ON PLANS. AND STABILIZED. 2 INSTALL SILT FENCING, AHD INSTALL SILT FENCING AND MAINTAIN SILT FENCE AND REMOVE STABILIZED CONSTRUCTION STABILIZED CONSTRUCTION DEPOSITS OP HILT. REMOVE AID ENTRANCE ENTRANCE AT LOCATIONS REPLACE STOLE AT ENTRANCE AS SHOWN ON PLAN. ORDERED BY THE ON-51TE COORDINATOP 3. GRUBBING AND TOPSOIL ANY STUMPS ARE DISPOSED OF AT AN APPROVED DISPOSAL SITE A SILT STOCKPILING FENCE 15 TO BE INSTALLED AROUND THE BASE OF STOCKPILE THE STOCKPILE 15 TO BE SEEDED AND MULCHED WITHIN 46 HOURS OF PLARBMEM. 4. CONSTRUCT THE 5TOKMWAMK SILT FENCE SHOULD ALREADY BE INSTALLED, EXCAVATE FOR SYSTEM IFOI 021 AND SWALE CONSTRICTION, INSTALL SYSTEM AS DESIGNED, TOPSOIL, OUTFLOW DEVICE SEED AND M1LGH AS 50ON AS FINAL GRADE 15 ESTABLISHED. 5, CONSTRICT MARSH ROAD SILT FENCE SHOULD ALREADY BE INSTALLED. EXCAVATE FOR ROAD I5TA. 10+00 - 16+641 CONSTRUCTION, INSTALL ROAD + UTILITIES AS OE5IGIED. TOPSOIL, SEED AND MULCH AS SOON AS FINAL GRADE 15 ESTABLISHED. L MARK LIMITS OF AREA TO BE INSTALL CONSTRUCTION MAINTAIN UNTIL CONSTRUCTION DISTURBED. FENCING AT LOCATIONS WITHIN PHASE 2 IS COMPLETED SHOWN ON PLANS. AMC) STABILIZES. 2 INSTALL SILT FENCING AID INSTALL SILT FENCING AND MAINTAIN SILT FENCE AND REMOVE STABILIZED CONSTRUCTION STABILIZED CONSTRUCTION DEPOSITS OF SILT. REMOVE AND I ENTRANCE ENTRANCE AT LOCATIONS REPLACE STONE AT ENTRANCE AS SHOWN ON PLAN. ORDERED BY THE ON -SITE GOORDINATO 3. GRUDDING AND TOF501L ANY STUMPS ARE DISPOSED OF AT AN APPROVED DISPOSAL SITE A SILT STOCKPILING FENCE 15 TO BE INSTALLED AROUND THE BASE OF STOCKPILE THE STOCKPILE IS TO DE SEEDED AND MJLCHED WITHIN 46 HOURS OF FLACEMENT. 4. CONSTRUCT THE WORMWATER SILT FENCE SHOULD ALREADY BE INSTALLED. OXCAVATE FOR SYSTEM Irol Of AND SWALE CONSTRUCTION, INSTALL SYSTEM AS DE5IGIEJ. TOPSOIL. OUTFLOW DEVICE SEED AND MULCH AS SOON AS FINAL GRADE IS ESTABLISHED. 5. CONSTRUCT NORTH SILT FENCE SHOULD ALREADY Be INSTALLED. EXCAVATE FOR ROAD JEFFERSON ROAD CONSTRUCTION. INSTALL ROAD + UTILITIES AS 09511 TOPSOIL, (STA 26-22 - 77-641 5990 AND MULCH AS SOON AS FINAL GRADE M ESTABLISHED. °BASE 3- PORTION5 CIF NORTH JEFF•ERSOt7 ROACH (STA, 2NS422 - 25+33 / K)-W - 1200) AND MARSH ROAD ISTA. 25433 - 16N64) - L53 ACAM5 DI5TUR8fV DISTURBED. FENCING AT LOCATIONS WITHIN PHASE 3 15 COMPLETED SHOWN ON PLANS. AND STABILIZED. 2 INSTALL SILT FENCING AID INSTALL SILT FENCING AND MAINTAIN SILT FENCE AND REMOVE STABILIZED CONSTRUCTION STABILIZED CONSTRUCTION DEPOSITS OF SILT. REMOVE AND ENTRANCE ENTRANCE AT LOCATIONS REPLACE STONE AT ENTRANCE AS SHOWN ON PLAN. ORDERED BY THE ON -SITE COORDINATOR 3. GRUBBING AND TOPSOIL ANY STUMPS ARE DISPOSED OF AT AN APPROVED DISPOSAL SITE A SILT STOCKPILING PENCE IS TO BE INSTALLED AROUND THE BASE OF STOCKPILE THE STOCKPILE 15 TO BE SEEDED AND MULCHED WITHIN 46 HOURS OF PLACEMENT. 4. CONSTRUCT NORTH SILT FENCE 7NOULD ALREADY 6E INSTALLED, EXCAVATE FOR ROAD JEFFERSON ROAD CONSTRUCTION INSTALL ROAD + UTILITIES AS DE BINEJ, TOPSOIL, ISTA 26.22 - 27N341 5T2D AND MULCHAS SOON AS FINAL GRADE 15 ESTABLISHED. PHASE 4- PORTION OF NORTH JEFFEK50N ROAD (STA. 12+10 - 17+301 AND GHURC-HILL 5TKEET 15TA. 10+00 - 17+84) - L98 AC.RE5 D15TUI MARK LIMITS OF AREA TO BE OISTLW,M. INSTALL CONSTRUCTION FENCING, AT LOCATIONS SHOWN ON PLANS. MAINTAIN UNTIL CONSTRUCTION WITHIN PHASE 4 IS COLH_ETED AND STABILIZED. 2 INSTALL SILT FENCING AID INSTALL SILT FENCING AND MAINTAIN SILT FENCE AND REMOVE STABILIZED CONSTRUCTION STABILIZED CONSTRUCTION OEPOSIT5 OF SILT. REMOVE AND ENTRANCE ENTRANCE AT LOCATIONS REPLACE STONE AT ENTRANLE A5 SHOWN ON PLAN, ORDERED DT ON -SITE COORDINATOF 3, CAUDDING AND TOPSOIL AMY STUMPS ARE DISPOSED OF AT AN APPROVED DISPOSAL SITE A SILT STOCKPILING FENCE 15 TO DE INSTALLED AROUND THE RASE OF STOCKPILE THE STOCKPILE 15 TO BE SEEDED AMC) WLCHPD WITHIN 46 HORS OF JEFFERSON ROAD I CONSTRUCTION. INSTALL ROAD + UTILITIES AS DESIGNED, TOPSOIL, ISTA. 12.0 - 17*301 SEED AND MJLGH AS SOON AS FINAL GRADE IS ESTABLISHED. 5, CONSTRUCT CHJRCHILL SILT FENCE SHOULD ALREADY BE INSTALLED. EXCAVATE FOR ROAD STREET CONSTRUCTION INSTALL ROAD + UTILITIES AS DESIGNED. TOPSOIL. (STA 0+00 - 17+641 SEED AND MULCH AS SOON M FINAI. 6RADF 15 FSTABL.ISHED N OF NORT'I L MARK LIMITS OF AREA TO BE DISTURBED. INSTALL CONSTRUCTION FENCING AT LOCATIONS OWN ON PLANS. MAINTAIN UNTIL CONSTRUCTION WITHIN PHASE 5 IS COMPLETED AND STABILIZED. 2 INSTALL SILT FENCING AID INSTALL SILT FENCING AND MAINTAIN 51LT PENCE AND REMOVE STABILIZED CONSTRUCTION STABILIZED CONSTRUCTION DEP051TS OF SILT. REMOVE AND ENTRANCE ENTRANCE AT LOCATIONS REPLACE STONE AT ENTRANCE AS SHOWN ON PLAN. ORDERED BY THE ON -SITE GOORDINATO J. GRUBBING, AND TOP501L ANY STUMPS ARE DISPOSED OF AT AN APPROVED DISPOSAL SITE. A SILT STOCKPILING FENCE IS TO BE INSTALLED AROUND THE BASE OF STOCKPILE THE STOCKPILE 15 TO Be SEEDED AND MULCHED WITHIN 46 HOURS OF ----SON ROAD CONSTRUCTION, INSTALL ROAD ♦ UTILITIES AS Of II TOPSOIL. ISTA. 27.64 35�491 SEED AND MULCH AS SOON AS FINAL GRADE IS ESTABLISHED. 1, CONSTRUCTION OF DRIVEWAY ♦ INDIVIDUAL HOMES - LIMIT TO MAX 2 ACRES DISTURBED AT ANY ONE TIME Legend BOUNDARY - FRO 1 LINE SETBACK ---------NO--------- CONTOUR LIME 1 U.$.G.5. DATUM I PROPOSED FINISH GRADE CONTOUR 0 EXISTING, IRON PIPE 13 EXISTING, CONCRETE MONUMENT IRON PIPE ITO BE SET) CONCRETE MONUI 00 BE WTI �a UTILITY POLE E ENISTIN6 ELECTRIC/7V/TELEPHONE LID£ 0— SEWER LINE fl STORMLINE R WATERLINE :K EXMTING/PROP05E0 HYDRANT SILT PENCE 7. ", C Types VFRGENNES CLAY, 2-6Z SLOPES COVI.TON SILTY CLAY STABILIZATION I. IN ANY PORTION OF THIS PROJECT CONTAINING, GRASS CHANNELS / DRY DETENTION BASINS OR WET EXTENDED DETENTION PONDS, THE STORM SYSTEM 15 TO BE CONSTRUCTED FIRST AND THUS IF ANY CONSTRUCTION OF ROADWAY. OR IVE5 OR HOUSES 15 ABOUT TO COMMENCE, THE STOKMWATR SYSTEM 51HOIA.D DE FULLY CONSTRUCTED AND STABILIZED, 2. IF THE AREA 15 NOT FULLY VE6ETATED, ADDITIONAL SEED AND MULCH. HYDROSEED OR MATTING SHOULD DE INSTALLED PRIOR TO COMMENCEMENT OF ANY OTHER CONSTRUCTION R AID THIS AN IS PRIMARILY TO INCORPORATE ALL THESE AREAS ON ONE PLAN IN ORDER FOR THE CONTRACTOR TO FOCUS ON THE STABILIZATION OF THAT SYSTEM AND MAKING SURE IT WORKS AS DESIGNED BEFORE WORKING, ON ANYTHING ELSE, 3. WE ADVISE THAT PRIOR TO AND DURING CONSTRUCTION TO CONTACT THE ENGINEER AT 1600 676-99V TO ENSURE ALL ABOVE MAIN OBJECTIVES ARE UNDERSTOOD AND CAN DE MET -- - MAINTENANCE PLAN SYSTEM MAINTENANCE IS IMPORTANT FOR TREATMENT AND CONTROL OF STORM RUNOFF FROM THE IMPFRVIOU5 SURFACES III PARKIN6. AND WALKWAY) THE FOLLOWIN6 ELEMENTS FORM THE MINIMUM REWIREMI 1 THE OWNER NOR KSM5EfTATIVEI SHALL PEWORM I05FECTIONS ANNUALLY AHD FOLLOWING SIGNIFICANT LARGE) STORM EVENTS. THE FOLOWIN6TE IMSE SHALL BeBE VIEVIEDTHIS • CONDITION OF TVEGETATION. CONDITION OF THIS DITCH SURFACES. DEPTH OF ACCUMULATED SEDIMENT IF ANYI. THE PRESENCE OF EROSION (IF ANY). CONDITION OF THE STORM PIPES, AMC) THE CONDITION OF THE PIPE INLETS AID OUTLETS. ANY OBSERVABLE DE(SRADATION OF THE STORM SYSTEM SHALL BE NOTED. 2. THE OWNER IOR RFPRE5ENTATIVFJ SHALL COMPLETE REPAIR OF ANY ITEMS. AS REWIRED TO MAINTAIN OPTIMAL SYSTEM OPERATION AT A MINIMUM. THE FOLLOWMKT ITEMS SHALL BE INCLUDED• A ANY EROSION 6LL1-IES 6 INCHES OR DEEPER 5HALL BE FILLED AND VEGETATION E5TADLISIED IN THE DISTURBED AREA D. SEDIMENT ACCRALLATED TO A DEPTH OF MORE THAN 6 INCHES IN THE ROAD DITCHES SHALL BE REMOVED AND DISPOSED OF IN AN UPLAND AREA THAT 15 NOT WITHIN 00 FEET OF WATERS OF THE STATE VEGETATION SHALL BE ESTABLISHED IN ALL OBTLRBED AREAS. C. VEGETATION SHALL Be ESTABLISHED AS NEEDED, IN AREAS OF DARE SOIL. THIS 15 PARTICULARLY IMPORTANT IN FLOW AREAS WHERE VEGETATION PROVIDES SEDIMENT REMOVAL. D. SILT FENCES SHALL BE USED IF NEEDED TO PREVENT EROSION AND AID IN THE ESTABLISHMENT OF VEGETATION. THESE TEMPORARY MEASURES SHALL BE REMOVED AFTER THE SITE IS STABILIZED AND THE RISK OF EROSION 15 REDUCED, E THE GRASSED AREAS SHALL BE MOWED AS NEEDED TO PREVENT THE ESTABLISHMENT OF MOODY VEGETATION. l MARK LIMITS OF AREA TO BE DISTURBED. INSTALL CONSTRUCTION FENCING, AT CATIONS LO MAINTAIN UNTIL CONSTRUCTION WITHIN PHASE 6 IS COMPLETED .. SHOWN CN PLANS. AND STABILIZED. I 2 INSTALL SILT FENCING AID INSTALL SILT FENCING AND MAINTAIN SILT FENCE AND REMOVE FINISH WORK CONSTRUCTION ITEM R ROAD SHOU..D BE COMPLETED INSTALL STONE CHECK MAINUNTIL CONSTRUCTION 15 5TADILIZED CONSTRUCTION STABILIZED CONSTRUCTION DEPOSITS OF SILT. REMOVE AND ENTRANCE ENTRANCE AT LOCATIONS REPLACE STONE AT ENTRANCE AS CHECK ROADSIDE 5WALES AND DAMS IF THENCE ME ANY COMPLETED AND MONITOR VEGETATION, SHOWN ON PLAN. ORDERED BY THE ON -SITE COORDINATOR, CU-VENTS EROSION ISSUES, STONE CHECK DANS MAY NEED TO 5TAY. 3. GRUDDING AND TOF501L ANT STUMPS AKE DISPOSED OF AT AN APPROVED 015FMAL SITE A SILT 2. TAKE DOWN SILT FENCING AND OVERSEED WAR5LEY CHECK FOR KII IN STEEPER TERRAIN STOCKPILING, FENCE 15 TO BE INSTALLED AROUND THE BASE OF STOCKPILE. THE STOCKPILE 15 TO BE SEEDED AND MULCHED WITHIN 46 HOURS OF STABILIZED CONSTRUCTION ENTRANCE ONCE COMPLETED GROWING GRASS AREAS. APPLY MULCH WHERE CHECK STORM SYSTEMS TO MAKE SURE NO PI IN OUTFLOW DEVICES AND THEY R.ON' TKUGT ION I SEE DETAIL. SHT. E21 / i I �^ l r 14111raNl .1No ��'r�l"��il (( III • _ 1�'� ./% .il�' i/ •=1y� �i�O •p1, � Ill � I �J � . III, U�'U �M-WA Notes: U ALL WATER >YSTEM WORK SHALL BE IN ACCORDMILE WITH GHAIN—IN WATER DBTRICT -SPECIFICATIONS DETAILS FOR THE INSTALLATION OF WATER LIRE APPMNTEINKL>M 21 ALL SEWER >YS— WORK SHALL DE N ALGCRDANXP WITH —STATE OF VERMONT MS ARD THE CITY OF SOUTH ERLINSTON PIAH-C WORKS SPECIFICATIONS. L PLA6 NOT TO DE USED FOR PROPERTY GONYEYANGE REFER TO PLATS ENTITLED 7HAW 2 OVERALL MY AND TAW 2 NETTING, MY SOUTH VILLAGE GOMMNITIES. LUG. DATE) W3110 PREPARED DY CIVIL EMINFLRIN6 ASSOCIATES, ING 4) REPER TO RAN + PROFILES I.— 3-N FOR STGRMWATEIR ERLYA,INXB. W REFER W RAN SHI ET E2 FOR RO>ION + 5E IMET CONMO,. DETAILS + SPECIFICATIONS 4) KEPER TO PLAN —1 M + 12 sTNMMWATR IIIIIILA MWMSEENP PLAN DETAILS + SIEGIFIGATIONS FOR AOOITIIXW_ STMMWATER INFORMATION MI I E CONTRACTOR SHALL NOTFY -I—FE- AT -= - 1-TIB6E-UIC-SAFE PRIOR TO ANY EXCAVATION. i P anm GRAPHIC SCALE ------------- I IN FELT' I 1 inch 10. ft. Oi ° t 2 e# f Litt of Sc. Burlingt— ER05ION CONTROL 5PEC I F I GAT I ONS L ADDITIONAL EROSION GO 01- SHALL OE INSTALLED Al DEEMED NECESSARY Or T1c. CITY INSPECTOR. 2 SEE OTHER OKAW INS$ OF THESE PLANS FOR ADDITIONAL STOKMWATER AND M051M CONTROL 5PEGIFIGAT IONS AND DETAILS. 3. THE ROADWAY AND YARD FINISH GRADE SLOPES SHALL NOT DE STEEPER THAN 3 ON L THE FINISHED 69ADE 5LOPE5 SHALL DE IMMEDIATELY GRADED AND IAA -LIED. 4. SHOULD ANY DI5TURDOD AREA REMAIN UNWORKED FOR MORE THAN 30 DAYS THEN THE AREA SHALL DE M•LGIED OR TEMPORARILY SEEDED WITH ANNUAL RYE. TOPSOIL SHALL DE PLACED, DE SEEDED AND MULCHED WITIN FIVE DAYS AFTER ACHIEVING FINAL GRADE. NO WINTER EARTHWORK SHALL DE PERMITTED. ALL EARTHWORK SHALL BE FINISHED DY OGTODER DTH AND THE SITE STADILIZEO. 5. THE EROSION GONTROL METHODS USED DURING GON5TRUGTION OF THE DEVELOPMENT SHALL PROCEED IN THE FOLLOWING SEOUENGE� AI THE CONTRACTOR SHALL INSTALL AND MAINTAIN HAT DALE DAMS. 51LT FENCES, AND OTHER EROSION CONTROL MEASURES, IF REQUIRED, AS ORDERED DY THE ENGINEER. THE EROSION GONTROL MEASURES 5MLI. DE MAINTAINED AND REPAIRED AFTER EVERY RAINFALL UNTIL THE NEW IMPROVEMENTS ME PAVED AND ALL DISTLRDED AREAS HAVE SEEN GRASSED. THE REPAIR OF THE EROSION GONTROL MEASURES WILL INCLUDE REMOVING ANY SEDIMENTATION. THE 5EOIIENi MAY DE PLACED AS FILL IN THE LOW AREAS, IF APPROVED DY THE ENG, DI THE TOPSOIL SHALL DE REMOVED FROM THE AREAS TO DE GRADED AND STOCKPILED. 5TAMD HAY DALES OR A SILT FENCE SHALL DE PLACED CONTINUOUSLY AROUND THE DOTTOM OF THE PILE. U IN AREAS NEAR THE NEW CON5TRUCTION. THE CONTRACTOR SHALL ENCLOSE THE TRUWRS OF TREES TO DE SAVED WITH WOODEN SNOW FENCING ALONG THE DRIPLINE TO PROTECT THE FROM INJURY. DI THE SITE GRADING WILL THEN DE DOE, AND THE PIPELINES WILL DE INSTALLED IMEAND DIATELY FOLIL WING, 6RADIN5. THE GONTRAGTOK WILL INSTALL AMAINTAIN HAY DALE INLET PROTECTION AROUND THE GATGH BASINS UNTIL THE ROADWAY HAS SEEN PAVED AND GRASS HAS BEEN E5TADL15HED ON THE SLOPES. EI THE CONTRACTOR WILL TOPSOIL. SEED, AND MULCH THE DISTURBED AREAS WITHIN 5 DAYS OF ACHIEVING FINAL GRADE. FI OPEN GUT AREAS SHALL DE MULCHED OUTSIDE OF AGTUA. WORK AREAS, AND HAY 15 E5 SHALL DE EMPLOYED TO GOFINE 5HEET WASH AND RUNOFF TO THE IMMEDIATE OPEN AREA AS ORDERED DY THE ENGINEER, ER05ION AND SEDIMENT CONTROL 5EQUENGING NOTM L STORE FILTERS SHALL ISE INSTALLED AT THE LOCATIONS) SHOWN ON THE SITE PLAN 2. DITCH SHALL DE SEEDED + MULCHED OF GRA55-LINEDI PRIOR TO INSTALLATION OF THE STONE FILTER. 3, THE CONTRACTOR 15 RESPONSIBLE FOR PREVENTING CLOGGING/SILTATION OF THE STONE FILTER DURING, AND IMMEDIATELY AFTER C.ON5TKUGTIOK UNTIL THE FROEGT'S PERMANENT EROSION CONTROLS ARE IN PLACE IVEGETATION ESTADLI5NIED, ETGJ AND THE PROJECT HAS BEEN ACCEPTED DY THE OWNER. IF NECESSARY, STONE SHALL DE GLEANED OR REPLACED. (WINTER STABILIZATION WORK TO DE COMPLETED PRIOR TO OGTODER 15) I. (:.ON5TRUCTION FENCING TO DE INSTALLED TO MINIMIZE THE AREA TO DE D15TURDED. 2. SILT FENCING TO DE INSTALLED AT DOWN -GRADIENT LOCATIONS TO PREVENT ANY 51LT FROM EXITING SITE. 3. INSTALL STONE ACCESS ONTO SITE. 4. STONE GHEGK DAM(5) TO DE INSTALLED IN 5WALES AS NECESSARY). 5. EXCAVATE FOR FOUNDATION, STOCKPILE FILL AND/OR TOPSOIL AND SURROUND WITH SILT FENCING. WITHIN 24 HOURS PROVIDE MULCH OR EROSION GONTROL MATTING OVER STOCKPILES. 6. INSTALL HOUSE SERVICES AND DAGKFILL ALL EXCAVATIONS. PROVIDE STABILIZED WORK AREA AROUND HOUSE. 7. EROSION CONTROL MATTING TO DE UTILIZED IN DRAINAGE 5WALE5 AND ALL D15TURDED AREAS ON SITE. 5. EROSION CONTROL MEASURES TO DE INSPECTED AND MAINTAINED DURING THE CONSTRUCTION PERIOD. 9, AS EARLY AS P0551DLE IN THE SPRING, THE FIN15H 517E GRADING, TOP501LING AND SEEDING WILL DE COMPLETED. THE ER0510N CONTROL MEASURES ARE TO DE MAINTAINED UNTIL GRA55 15 ESTABLISHED. SNOW MANAGEMENT PLAN FOLLOWING THE AGGUMULATION OF ANY SNOW FALL EVENT WHICH GENERATE5 MORE THAT I" OF SNOW OR ICE THE 517E SHALL DE CLEARED AND ALL SNOW AND ICE STORED IN THE IDENTIFIED SNOW STORAGE AREAS ON THE EPSG CONSTRUCTION PLANS. ALL SNOW STORAGE AREAS SHALL DE DOWN GRADIENT OF ANY D15TURDED AREA5 AND THE STORAGE OF SNOW IN 5TORMWATER TREATMENT STRUCTURES 15 PROH ID I TED. WINTER CON5TRUCT I ON REQU I REMENT5 I. ALL WORK SHALL DE IN ACCORDANCE WITH THE VERMONT STANDARDS ♦ SPECIFICATIONS FOR EROSION PREVENTION AND SEDIMENT CONTROL 12 M. 2 PROVIDE &LAK&ED ACCESS POINTS, 57ADILIZED TO PROVIDE FOR SNOW 5TOGKPILING. 3. A MINIMUM 25 FT DUFFER SMALL ISE MAINTAINED FROM PERIMETER CONTROLS SUCH A$ SILT FENCE. 4. OKAIA," STRUCTURES MUST DE KETT OPEN AND FREE OF SNOW AND ICE DAMS, 5. SILT FENCE AND OTHER PRACTICES REQUIRING EARTH 0I5TURSANGE MUST SE INSTALLED AHEAD OF FROM GROUND. 6. MUL.GN USED FOR TEMPORARY STABILIZATION MUST DE APPLIED AT DOUALE THE STANDARD RATE. OR A MINIMUM OF J INCHES WITH AN 50-90i COVER, 7. TO ENSURE COVER OF 0I5TURDED SOIL IN ADVANCE OF A MELT EVENT. AREAS OF 015TU IEO SOIL MUST DE STADILIZED AT THE END OF EAGH WORK DAY. WITH THE FOLLOWIW EXCEPTIONS IF NO PRECIPITATION WITHIN 24 HOURS IS FORECAST AND WORK WILL RESUME IN THE SANE D15TURDED AREA WITHIN 24 HOURS. DAILY STADILIZATION 15 NOT NECESSARY. 015TURSED AREAS THAT COLLECT AND RETAIN RUNOFF. SUCH AS HOUSE FOUNDATIONS OR OPEN UTILITY TRENUES. 6. PRIOR TO STABILIZATION. SNOW OR ICE MUST DE REMOVED TO LESS THAN I INCH THICKNESS, 9. USE STONE TO STADILIZE AREAS SUCH AS THE PERIMETER OF WUNDE R ER CONSTRUCTION OR VOHIMM CONSTRUCTION VEHICLE TRAFFIC IS ANTICIPATED. STONE PATHS SHOULD DE 10-20 FEET WIDE TO ACCOMMODATE VEHICULAR TRAFFIC. 10. IN AREAS O' DISTURBANCE THAT DRAIN TO A WATER BODY WITHIN IDO FEET. TWO ROWS OF SILT FENCE MUST DE INSTALLED ALONG THE CONTOUR. WINTER IN5PEGTION 5GHEDULE AFTER A RAI FALL GENEKAOTIN6 RUNOFF FROM 51TE IN5PECT SILT FENCING WITH 5KI TAPE X INSPECT AREA5 TEMPORARILY MULCHED _ X IN5PEC.T TEMPORARY 5TOCKPILE5 X INSPECT 5TADILIZED r-ON5TRUCTION ENTRANGE5 X INSPECT AREAS THAT HAVE BEEN TOP501LED + MULCHED X IN5PECT 5TORMWATER 5WALE5, SPREADERS. OUTFLOW DEVICES X D ° O O STOCKPILE TO DE COVERED I WITH HAY MULCH WHEN NOT IN USE J O J, O \ NCO) FINISH GRADE OF \- STOCKPILED TO ENCLOSE GRA55-LINED SEE SEPARATE DITCH DETAIL WITH FE INCDI TEMPORARY FILL MATERIAL 5TOCKPILE NIS MIN. J O 50' MIN O MINT 'T 8' MIN GLEAN 4' TO 6' DIAMETER STORE IANIGULAR OR ROUND) PROVIDE MIRAH 500X CROSS SLCTWN VIEW FABRIC UNDER STONE EASTING OR 6UBGRADEND PROFILE STONE GHEGK DAM DETAIL NT5 0$c➢"c[IyWoa�S d3�OC�o o o 9appo�_0' WoBjge o o: °S-'�b NEW D YO' OIUOQ u'.o ROAD F NAROWOOD mMKE III og' Oa 7-t/Z' TO 2- o N DIA. STONE W I I MRAD 11 RTR I I /'.AMx a Eauu I I 1 I ^� I III 60' MIN -44 PLAN NOTES: I A7 I I 1. TIE ENTRANCE OF DIME BE TO PUB ED IN N' COO' -W . NI MAILLY REWIRE J iEACKWG OF DRESSIT - PUBLIC BIWR-OF -WAY. T IS MAY REWIRE I ro W. 1Y REPAIR IR TOP 01ES M T O A Y MU STONE E CO TRAP S DEMAND AND O I E• N O aauro REPNR AID/OR ANE . T Di ANY AREA SHED USED TO TRAP SEDIMENT. ALL BE RE TRACKED. SPILLED, OR WASHED ONTO PUBLIC RHi115-Oi-WAY � F o III SHALL BE REMOVED wMEDIAIELY BY THE CONTRACTOR. mm PAWz XMMKOro STOAT 2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECCESSMY TO CONTROL MAST DURING DRY PERIODS. RP NOTE: USE ONLY MANUK METHODS W INSTK-D AND CIEANINC TOP V�IT SECTION JOINT }. PROVIDE EA APPROPRIATE TXANSITpJ BETWEEN CONSTRUCTION ENTRANCE AND wnuN WETUNO AND BUFTER 20NE. THE E%ISTNG ROADWAY 5TADILIZED CON5TRUCTION ENTRANCE TEMPORARY 511-1 FENCE NT5 NT5 INLET PROTECTION DETAIL NT5 5ECT I ON A - A SLOPE KE5TOKAT I ON NT5 Notes: D ALL WATER 5"TEM WORK SHALL DE IN AGGpIDANLE WITH I-N- WATER DDTRIGT THE'5FEGIFIGATIC- DETAILS FOR TINSTALLATION OF WATER LINES APPURTENNNGES' 2N ALL SEWFAK SYSTEM WORK SHALL pE w AGGORDANCE WITH THE STATE OF VERMONT EPE'5 AMP THE CITY OF SOUTH BURLINSTON PLBLIc WORKS SPECIFICATIONS. w PLANS NOT To DE USED FOR PROPERTY CONVEYANCE. REFER TO PLANS ENTITLED 'P- 2 OVERALL PLAT AND YTMx 2 LOTTING PLAY SOUTH VILLAGE COMLNITIES. LUG. DATED D/)VO PREPARED DY GIVIL EN61N EKING ASSOCIATES, - 4J ROPER TO PLAN ♦ PROPILE5 DIEET5 3-6I FOR STORMWATPJK ELEVATIONS. 5J REFER To RAN V'SET EO FOR EROSION P 5®IMENT CANfROL, DETAILS • SPEGIFIGATIM A,%III W REFER TO RAN SIQTS 51 ♦ 52 STOKMWATER MANA6DDCY RAN DETAIL5 ♦ 5PID IFIGATIONS FOR ;1� 5, O'N ADDITIONAL 5TORMWATER INFORMATION - S{T. fTHE CONTRACTOR SHALL NOTIFY 'DIGSAFE' AT "--j,- 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. �ij/NPAN PROVIDE SILT PENCE ALONG' LIMITS OF D15TUR15ED AREAS AT DOWN-6RADIEM EC*ES 1 MAINTAIN CONDITION UNTIL 6KA55 15 ESTADLI5HIE0 I I KOVI5LA55TTED LB'*E DRIVE I-VZ TO 2"ORUSHPD STONE FILL OR TOPSOIL STOCKPILES SHALL DE SURROUNDED DY A SILT PENCE AID COVERED BY ER05ION CONTROL MATTING AT ITHE END OF EACH CONSTRUCTION DAY PROVIDE STONE CHECK DAM IN GRA55 5WALE5, MAINTAIN UNTIL 0SRA55 IS ESTADLI5HEO IN SPRING AND THEN RENOVE I UTILIZE EROSION CONTROL MATTING IN 5WALE5 1 IPROVIDE INLET PROTECTION .FOR ANY STORM 5TRUCTLRE5 HOUSE SERVICES TO ROADWAY INDIVIDUAL LOT EK051 ON AND 5ED I MENT CONTROL FOR 5UMMEK CON5TKUCT I ON I NTS FILL OR TOPSOIL STOCKPILES SHALL BE SURROUNDED DY A SILT FENCE MO COVERED DY EROSION CONTROL MATTING AT THE END OF EACH CONSTRUCTION DAY PROVIDE STONE CHECK DAM IN GRASS 5WALE5, MAINTAIN UNTIL GRASS 15 E51ADLISHED IN SPRING AND THEN REMOVE PROVIDE SILT FENCE ALONG DISTURBED AREA LIMITS DISTURBAREA I UTILIZE EROSION CONTROL MATTING IN 5WALE5 1 AT DOWN C. IITI 1 MAINTAIN IN CONDITION UNTIL PROVIDE INLET PROTECTION GRA55 IS ESTABLISHED FOR ANY STORM STRUCTURES DURING WINTER DETWEEN OGTODER 15TH AND MAY IST ANY DISTURBED AREAS GONSTRUCTION A STADILIZED WORK AREA SHALL DE COVERED WITH EROSION <.•tR" GONTKOL MATTING AT THE END SHALL DE PROVIDED •`' OF EACH CONSTRUCTION DAY AROUND TRIP HOUSE 115LASTED LEI .h OR CRUSHED STONE - MIN. 15' WIDE 1 INDIVIDUAL HOUSE SERVICES TO DE IMMEDIATELY DACKFILLED A .t,' PROVIDE ACCESS DRIVE LEDGE Cca. FOLLOWING COMPLETION OF INSTALLATION TOLA5TED 1-V2' O 2' (,RUSHED STONE, ROADWAY INDIVIDUAL LOT ER05ION AND 5EDIMENT CONTROL FOR WINTER CON5TRUCTION I NT - Plat & Plan References- ' 12' AG This sheet is based upon the following plats or plans: n/f z A. "DOWNING - CALKINS REVOCABLE TRUST - PLAT OF SURVEY' dated n1f L. & C. Long m U o March 23, 2005, by Civil Engineering Associates, 85 Pg. 67 atas, Inc. � L. & C. Long l � m v n;'f B. "PLAT OF BOUNDARY SURVEY - PROPERTY OF THE ESTATE OF ILA y Vol. 411 Pg. 307 1 E L. A. & J. G. Demers r / r Vol. 171 Pg. 286 M. ISHAM", prepared by Civil Engineering Associates, Inc., last revised June I N 1 58S78'15"W '1 30, 1999. J/,. �E ' C. "BOUNDARY SURVEY- MBL ASSOCIATES", ared b 1 , o �' 023±Acres e" AO g95.4B o I Prep Y of Lot 48 - a t "r vs Krebs &Lansing Consulting Engineers, dated January e, 199/. I (Open Space) Sg273'1� ,� j Is dii cws 933.90 D. "SUBDIVISION MAP - VALLEE FARM -WEST PROPERTY", prepared by Brooks Land Surveying, Inc, Iasi revised May 10, 1997. 3/41111 I - S�Bi'5533''557"iH a'AC _ I - �,�� 4,QB' 1 E. "VERMONT ELECTRIC POWER COMPANY INC. -QUEEN CITY TAP', I T 1 95 I _ prepared by Moore Survey & MappingCorp., 3.73± Acme � 1 orp., last revised January 28, 1978. 13 Of Lot 48 - :1 IRS F. 'DORSET FARMS - PERIMETER PROPERTY PLAT', prepared by 1 ry (Open Space) r 1 1 Lamoureux, Stone & O'Leary Consulting Engineers, dated August 29, 1997. cwF 1 N 1 1 L.t Ile I e" Ac - Wetland h P G. "PORTION OF THE PROPERTIES OF LUCIEN A. d JANE DEMERS d p„w, I N p ropSE RICHARD K. d DAWN V. DERRIDINGER", prepared by F.H. Reed, dated ww,.w.. I y 1 PHASE 2 I Area March, 1981. „, n.4eI tes 'I - (Typical)-Tota- 1 1 n/f H. "PROPERTY SURVEY FOR 1980.WILLAM d GAIL LANG', prepared by Palmer i�s D. V. Derridinger Company Ltd. tletetl October 22. 1980. 0 / I I. "SUBDIVISION FOR JAMES d DOLORES sr - DORSET STREET', I 1 R 744.74' I� _ Vol. 583 Pg. 137 prepared by Tnldell Consulting Engineers. Inc. dated August 4, 1980. I 1 CHORD _ % 116.6± Acres I '� 1 S10'13'32"W / trio ao/ei.�R 1 Z J. "A PARCEL OF LAND CONVEYED FROM WILLIAM d GAIL LANG TO �' 744.62' " - - _ of Lot 48 NORMAN A. RAMSEY", prepared by Fred C. Koerner, dated Dec. 1952. (Open Space) Agricultural Lease m o h Lot 63 !.. 12.67± Acres Q m PROPOSED T o co STORMWA7ER - PONDS rryP.) • ` 1 SEE SHEET P2 (of 3) for LOTTING eRaf C. r' d SEE SHEET P3 (of 3) for EASEMENTSftdand I r.2NEW f--_ Pc' l ( (rYPkdt 1 n1f W. R. & G. S. Lang A LL N - - LOT'l - - Legend- a�ROAD _ \ ARIMMEMOWAL 1 Vol. 131 Pg. 299 AVA - - EXISTING PROPERTY LINE OTHER APPROXIMATE PROPERTY LINE a-- _= N82'46'23"E EASEMENT LINE ells - - - �j / r T ______❑ 128.09' -__-TL---- TOWN UNE // i^•`.� r.l AC IRS ioi rof CMF ❑ CONCRETE MONUMENT FOUND__❑__ CVS El CONCRETE MONUMENT SET I � (� ^ 1 g '- /iRF O IRON PIPE /KEBAB FOUND w/SIZE 1' in Q y \J S? ut �' ► y d PHASE 1 I sTarMWAtPR ` _ nn 5/8'r`;`j+ EASEAffNr ` � O UTTU REBAR w/ SURVEY MARKER SET I mH / /% Dorset Farms � 35.3� Acres / _.ter unuTr POLE a ncludingsc mmlSire) -- �. I P PF Homeowners Assoc. .-+ x FENCE LINE (1 I // 1 A \ sAC e" Ac Vol. 426 Pg. 101 STREAM / AG/BG ABOVE GRADE/BELOW GRADE 1 III 1 V� -1 SBT12'20"W LCHORD9' R=12000.00' I I �\ 12e.tY ZQ PC/PT POINT OF CURVATURE/TANGENCY CHORDC:1 VELCO VT. ELECTRIC POWER CO., INC. SOB'04'38'W �� 1 # N 157.49' . PP"resl to / 2e WOE WATER •* �� N I I 1 EASEMENT 1 =; TO BE CONVEYED TO CIrY�� 'vtus To Uorset Street MICHAEO• _ ii j �\ L.` 1241.81' NB 0"28'23"E r lPF PE y - i Proposed -11 AVE." _ usR PHASE 3 a' nr, RM 1 LAN - - �- - FtnsR w/ RRA55 CAP �� - - FLusH �' -` 13.1zcresoM AlL48 STORML I Z I 3 �f,-<AA,Nr / WA7ER Lot 49 l o Dorset Farms South Village Communities, LLC_ � EA 18.9± Acres N Homeowners Assoc. South Budi n Vol. 801 P 465 IN "3 CONVEYED (Open Space) a f Vol. 426 Pg. 101 n9tD 9• I 1.11 rn open D'*D\ / Tq DRy Shelburne VOL 348 Pg. 416 ` 1" lPF ry SPede �9j D1•� ` / / A' AC H _ _ 779.05' -d+s _ 1471.75' 251.35 r_ PF Areas by Survey APPROVED BY RESOLUTION OF THE DEVELOPMENT 'cvs N89"08'09"E N8251. 5'-E Ftusn N89.08'09"E / REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, I G ` nrca ,As,w,,./ ` �; 223.14 acres (South Burlington) VERMONT, ON THE _DAY OF it , 2014, "r o4O� ``�� 1 _ _ _ _ _ - _ _ t 2.61 acres (Shelburne) SUBJECT TO THE REQUIREMENTS AND CONDITIONS ' �� - - - - - - - _ -� 225.75 acres Total OF SAID RESOLUTION. I Q: I n/f C/ nlf SIGNED THIS_ DAY OF , 2014, I P. & J. Clifford I jam/ S k'n ° R. M. & D. M. y BY p� Vol. 165 Pg. 130 ° f°xQ� 4 m N ,CHAIRPERSON. ma °N. n 64rj7e� VVeIIBe e To the best knowledge & belief this - --. � ` of rtry plat, consisting GRAPHIC BIZ\ of three sheels, property depicts the results of a survey conducted under my supervision and is based _ SCALE upon records & field evidence found. Perimeter boundaries RECEIVED FOR RECORDING IN THE LAND RECORDS OF - "^ shown are in substantial conformance with the records THE CITY OF SOUTH BURLINGTON, VERMONT, FiusR r/z"tRF w/S_ss C_AT unless noted otherwise. This plat is in substantial CLOCK O'ON THE DAY DF 20 compliance with 27 VSA 1403 "Recording of Land Plats". _ _ , ( IN FEET ) `�\ ATTEST. CTTYCLERK -- t inch - 200 7( - -- -- - Timothy R. Cowan VT LS 597 - Location Map - NetMSeaN - Survey Notes - 1. This sheet depicts the perimeter boundaries of the subject property and the location of Phase 1, 2 & 3 within. 2. The boundary survey was performed during 2004-5 using an electronic total station and GPS. 3. Bearings shown are referenced to Grid North, Vermord Coordinate System of 1983, related to National Geodetic Survey marks PG 1580 "F 65" and AB9571 'NE Aiken" established by RTK GPS measurements. 4. Spear Street has a 88 foot wide right of way. Location was determined by existing monumerdation and the traveled portion of the road. Reference Town of Burlington "Highways and Roads 1802-1865", Page 22, and Town of Shelburne Town Minutes Volume 1, Page 229. 5. This property lies within the "Southeast Quadrant" and the "Spear Street - Allen Road Scenic View Protection Overlay" zoning districts. UaYtYORa �E -I% Vi CIVIL ENGINEERING ASSOCIATES, INC. 10 K4W IELO WEW LAAC SOUTH BURLINGTON, VT 05403 802-W2323 web, www.con wcoom COPYRIGHT © 2014 - ALL RICIITa RESERVED GAC TRC APPROVED TRC 10.15.2014 TRC Lot Naming - Numbering 10.10.2014 TRC Conform with Sheets P2- P3 12.04.2013 1 TRC Revisions on Sheet P2 PHASE 2 OVERALL PLAT SOUTH VILLAGE COMMUNITIES, LLC Spear Street South Burlington, Vermont OCT. 31, 2013 sous 1"= P 1 200' 011243.08 I - Survey Notes - n1f C.E. Long 1. This sheet depicts the boundaries of proposed lots of Phase 2. / l n/f L. Lon .17' g Revocable Trust N83'261 g"E 529 2. The perimeter boundary survey was performed during 2004-5 , y Exempt Family Trust using an electronic total station and GPS. / ' , I N83.26 18 E 23.63' N83'4615 E a ,t y, J/4"ANGLE IROV Ng3'26',6E 17084 63.63'3 N_83'26'40"E 'r' 3. Bearings sham are referenced to Grid North, Vermont / 8' AG - _40.4T �w 60 a '11 Coordinate System of 1983, related to National Geodetic IO/ 5' SETBACK - - =�0 - __ _ _ _ - - �� ,au y 1h 129 71 0 l N 10' SETBACK Survey marks PG1580 "F 85" and AB9571 "NE Aiken" - _ - _ 3a1.B4_ 120.00� 0.23 AO- d Lot 48 N83'S7' 7"E established by RTK GPS measurements. , g52 99• -� - _ - - _ 1g4.5B' o Y, y m SBS'2fi'40"vl •• N 12'00'32"E I (OP�SP-) N82'13'13"E�� 59408 _ 77.2fi'� z Lot 81 tHa0�6g' - •-•yp 4. Spear Street has a 66 foot wide right of way. Location was 30.ID' -� - c' r - - - - 0.4 Ia N85'29'25_'w 4 •••............._....... I2 25 8 determined by existing monumemation and the traveled I 6SJ. _ - -- _ 581 010 I I - - - - S20'9'29"W 69.7g ,q J /i - 0.90 A. - I 512" �\ portion of the road. Reference Town of Burlington N12'00'3YE I /CMS 105.1 e' s 9B;?6 /141u1 61-70 I 512'S2'S5"w \\ E. Roads 1802-1865", Page 22, and Town of Shelburne 52.03' .'u a, h 40 RS. // ` 'OWNPNh" l0 56-58 g L_q0 1 g' O 153 9 ry p `7' S F - J Town Minutes Volume 1, Page 229. I I .h - \ �� >,• // It_ - -_ �- y1 .L � a R=100.0' II \ _--- --•.... N)6-Ir'33. �ryry 38 'M'o SSB 0.Y01a Jlap 9�\`S // N83106?0'E £ 1 8 -57 27 E 310.02 K81; O 510'8'48"E 11 5. This ProPertY lies within the "Southeast Quadrant" and the 364.A1 CFO 112'��R"J2J try o OO25 2/ �Oj 9�B t. 2°' �O^T 41 �� // �g4.25' 2 CgURCT;IILL 1 40.91' R35000' 1 "Spear Street - Allen Road Scenic View Protection Overlay" o 21.85' zoning districts. ' C'ry_o9 1 :� O s // N83-5727 E ter- \�\ 'OuhtPaM' APPROVED BY RESOLUTION OF THE DEVELOPMENT 9 / aD Amy II O 618 165.20--L14 - 8�0 \\ REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, Cc 1 0.20 AH 6c), •,L 4' L3 N05. i.S `N I I r N 55 .1 F+^r Pt76� N1° II Wry 9.20 Am ' - L11 rN°6nz'33"w II 81-90 Ci3 Gla 11oJ;• � 1 '1 1 VERMONT, ON THE_ DAY OF 2014, / I R�2J5°b" !� 2 ;�` •'L /1 g`� I, f 52.56' 1 - t SUBJECT TO THE REQUIREMENTS AND CONDITIONS A P ti N84'26'36'E - Le end - 7459 D 2 TYPICAL 19 OFSA/ORESOLUTION. N7e tr3sw o os _ 9 I I Ng6629 �\7 ,�} 3 42 No SEI9ACK5 1 D' o x 71-80 II N N apt 81 u 3 �( _ _ 3 I SIGNED THIS _ DAY OF 2014, - x.ST NC Pqc- LINE 1 I bJ• r 'ed 0.Y4 An Zr w O - cl I =Ia- 0.87 Ac.__ II Peo% \ 1 Lar711 _ - Zio. - OIHER APPRCx vA I E PROPERTY LINE 76 w�N 4 K. ` r `° an AH E lot n 0.49 A0.1 '� lu, - - 1 a„t 1 1 16 BY .CHAIRPERSON. '. ASEMENT LI\. I 13=69.a3'` S71 i3 �9 -+ N I1 3.73 AC. N79.26•, 9" o S __JI� \ LT� 1 ----TL ---- -OWN LINE CMF1 / in ^'3 R=106.0' 'Ob Oo 0 of Lot 48 Z� 136.43� cxl r� P�> S89'25'13"W a 1 �-A-1I � 11 LJ ,7 I' N 43 0. m of o\�- 39.22' -__'o N 1� II 6" AG I / L4 0 I- Space) % 53 0.23 AD. L- ?x ol> 17 Co / - -- cvl ❑ CONCRETE MONUMENT FOUND C o n a aL7Ao. �, (Open P i �1P O 1 w j�7g. �Csi pro__-�w RECEIVED FOR RECORDING IN THE LAND RECORDS OF 1 ` _ _ r^ • t o- aB"E 7:58 6°-36_45µ. gB, ae' /� / !• THE CITY OF SOUTH AURLINGTON, VERMONT, CMSEl CONCRETE MONUMENT SET /.^ 1 0 1�809 0 II 'w, N75�3 e, C76 S7o;g2 M1 54 58651'07"W o l \�, II NOTE: f 137a y B m r8---1 r o� r I91 // IPF IRF0 IRON PIPE REBAR FOUND w SIZE a 44 $- . m '^ N 0.49AO.OhOt48 o N I 18 , AT_O'CLOCK ONTHE _DAYOF ,20_. / / / O N CAPPED IRON RODS Z� 0� U' ,I 20 -1 0 1 Jam? 1 / / m� y o 0.17 M. /\ .II PROPOSED AT LOT w wo 52 L18 N N ''.,,. (oa�SO-) dt�„I ry !� I I- 4b, It 1 O 5 B" REBAR w SURVEY MARKER SET I / r 1 w o J II . 10 O 1� E N7a .o _ - ATTEST: CITY CLERK '"O., UTILITY POLE I I / m, oL 1pg p9 0 11 CORNERS(TYP.)7i2 Z, N N�� '', seHand': �j1p0I I'--1� N a > £ .'\-1T ImT 15 141 p /. " . v FENCE LINE / I a, 0 45 0\ 111 523'31'26"E 4 137 pFY wN. -'•`,�\ j ....-15832• m L - - ") Icz, u 1 _ - - it \1 20 wide ^',1 di 0.17 Aa 1 31.00' 51 C C' (1 AC/BC ABOVE GRADE/BELOW GRADE I I l y`(Dliyl q,H, wl o. ,�t11 O E r- SEB'0041 W Nut IN--- ml e ? 548 1� r--I-- U.BGAC. 1 rbu.I� It PC/PT POINT OF CURVATURE/TANGENCY �[��I odrlVejred 108 O o 1\ 5\.y F. 1�p1 Der- 1j70;�}"I C7 LZ 5 COMMO-7 �O42 OT NIT NUMBERS PROPOSED OCMS loCdy o . .,N 1` 67O O I ��6.6±Ac. O N ( ) 1 cJ2r d.17 Ao W� 1 N °oi y' 1MULTI-UNIT NUMBERS (PROPOSED) %/N CS 571�5j / 02� g\ 0.20H�_`bi .4L-- 13Vl , 1W 1\'o��\o.17 Aa 4 e••-�-J �o 'o -J of Lot 48 N 47 a17 Ae °ti \ ✓ n szJ ry u 10D. o O en Space) I I L=37,98• O aw\ ROAD 52' ° �Ir� $ ' i pSEE SHEET P1 (of 3) for LOCATION MAP Short Line Table - I I R=63.0' S 2S \w. E �i 589'S9'39"E `�R V S87'43 52 W// S 6 N 0.17 b. OZ N2 - - La Line Dist- Bearing =93.78 • sas:6' w, 10 jq3 QSL> 33g 50.12 �o�5z. us /i SEE SHEET P3 (of 3) for EASEMENTS L1 37. 81 N58'03'16"W g4 4 L N6 69.09 4j wi�� L=48.84' R=115.0' 6• - [ i� 1 5�R=2B0.00' - L2 45.10 N58'03'16"WW I P C6 M R=t75.0' i�� Lt6 'T YYY�„ 1} I L=27.04. 1 L 62.84 S40'36'37"E I I 64 Ss• �� N6O 67'23'12'E ®I 27 / 28 / % R=286.00'\\ (• vxrero� L7 4&85 589.59'39"E I I R=12000� 12S 6g, ✓_6T2 I 30.64' SCHEMA i 29 / �� 57.71' - \ t,t, L4 11.67 Nt B'16'16"W�44 III } L 9.36 ' I I L=744.74' Proposed Street I BLDG. LOTS \ \ 525'0713"W \. -OE , =9s.57' J Ss . CHORD /' '3-�2a R 1•�5n� j �y�/ �2h~ � 6SJf rpMM�JPI �EA LS 31.03 NO2-11'25"E S10-13'32 W Dedication Table / I /�__ ti �� 65 1 L9 28.74 s02'11'25"w / 744.62' U I i 30 ? 0 ry a Tv ,3 'LSL ACRES N. Jefferson Rd. 2.27-_ AC. �, Churchill street 0.95 • AC, o i t _ / /r �,•ti CML ENGINEERING ASSOCIATES, INC. L10 15.10 S89'59'39"E I •1 I /y=7 a 11 12.00 N06'02'33W �J wl J I = as I j . / 12\7 �I•� l L12 16 63 S10'O8'48"E Marsh Road 1.78 AC. �1 a.r L 31 / ,� o o% _7 > /i/ fO MANSRBn WEw LANE, SOM SURUMGTOW, Yr OW L13 33.36 S16'22�.E ' I TOtal: 4.�3 AC. a l J 1h I 11 / / a . _. \ m m o ,n`V 53'11'SB'W// 802-8642923 wM: www.ossvtoom L14 33.36 S16'22 57.E - i ^ ry o / Agr►cultural Lease , _ _ O / - ;' COPYRIGHT © 2011 - ALL R GHTS REBENVED L15 6.09 S64-57.47`E I z l ^�1L16 775 S64'S74YE - LOT 63- 1 m ,�1'7'_- oaAve L17 34.10 N401409"E - 12.87±Ac. I C� olo �:v ----i z (1-0),: GAC LIS1 9.7.81N2222'47'wJ '� _ _ r 33 I N CHECKED L PROPOSED STORAM4ITER TRC o c, O Wt. II DE7EfVRONAHEA3 pPPxarsD Curve Table - V `� �. - - o) _ (TYPICAL) Curve Lang. Radius , I O v W c - TRC �C7 42 327.00 �I^ 1 C II ( I I 1 �l zl - 8 • Cl 25.32 152.00 \ 35 O 4 L 109.B5' oue er C3- 26.13 152 00 CMF N8T2t'Ot"w �_ O� R 203.45' 54.oB 1sz Do BROKEN PHASE 1 \ V �, 13z at CS 13.40 63.00 `. 125.0o' z �\ j a Oca sots 170,00 LOT 11B L--D C6 29.95 63.00 10 15 2014 TRC Lot Numbed Chan s o ro 50T24'37"E rig lie C7 55.20 170.00 �, 27. 72 10 10.2014 TRC Notes 8 Lot Numbering _ GRAPHIC SCALE rely ,� - - oI- \ \ '� q� O8 0 1I 0822,2014 TRC Add Sheet P3(Easements) C10. � 70.°0 1 660.00 { I -� I £`\ 37 \\ �" f� v �� \ 4.1 ' I I - d 12.04.2013 TRC I Lot 48 8 Common lands labels S areas C11 57.93 660.00 N �j 1 3%0 1160.00 I ( IN FEET) 4I / NN p908 t�j>/O" 13 60.95 560.00 T25" rPF x earn = ao It. 59 h 6 ' C14 ' 15.04 500,00 BENT ° - - �_ _ _ > ko' 9p7 S�O Q19 �/\\ w/ �pOP it PHASE 2 C75 39.62 120.00 - o' kx� �y �00/, \ 5 a6 5.67 600.00 I - __ _" 55 N,o \ Q LOTTING PLAT C17 41.47 230.00', P�s I _ - 0 �\\ \ O3 \\1O C78 57.18 230.00 .�, L17 A N L .00'�/� ��/�0 PHASE 1 ,,;' ,,�, v it SOUTH VILLAGE To Shelburne Rd. R% ❑ _ _ LOT 11A - .....- •---.. .. COMMUNITIES, LLC AL �- - x�none aoDodo �6\�/ "1�p�.0 PROPOSED y LE °ryr�- _- T- ---�)I ?'`'' PROPOSED J \ 1 �_ J4'� " "� PAVED PATH 8 N y------ 1 FOOTPATH ACCESS Spear Street _ ROAD PHASE 1 �. N�9 �. �"W s0 i 17YPICJIL) - _ _ _ ALLEN' LOT 11 cwdeaxmw South Burlington, Vermont ,,- Ia7rMrtrtletl rpm mderraion o/R.O.W' To me best of my knowledge A, baler this plat, consisting wnaof threcte sheets, rvey nh of a supon issh I I ' 1 NORTH under myeupervisiodepicts and sed records a Bea evidence found.Perimeter boundaries shown are m substantial conformance with the remNs OCT. 31, 2013 g X JEFFERSON unless noted othenvsa. This plat is in substantial y I I � '< � . ROAD (Exist.) wmpliance with 27 VSA 1403 "Recording of Land Plats'. P2 o r,1�1-�80.,E I 1 j0 I 1 Timothy R. Cavan VT LS 597 01243.08 I - Survey Note - 1. This sheet is intended to depict easement locationas and extents. Please see Sheets P1 and P2 for boundary information and notes. Legend PROPERTY LINE — PROPOSED LOT LINE — EASEMENT LINE CMF ❑ CONCRETE MONUMENT FOUND CMS O CONCRETE MONUMENT SET IPF/IRF O IRON PIPE /REBAR FOUND w/SIZE O 5/8" REBAR w/ SURVEY MARKER SET 1-01 UTILITY POLE —. . FENCE LINE b PROPOSED MTC (MODULAR TERMINATION CABINET) ® PROPOSED TRANSFORMER PAD e9 PROPOSED SECONDARY PEDESTAL 42 LOT NUMBERS (PROPOSED) - Easement Notes - Proposed easements for buried power & E) telecommunications cables serving Green Mountain Power (GMP). Typically 10' in width and bounded by street right-of-way lines, as shown hereon. Proposed equipment easements for transformer pads and E2 modular termination cabinets (MTC) serving Green Mountain Power (GMP). Easement boundaries to be 6' distant from each side of structure, as constructed. Locations shown schematically hereon. Proposed equipment easements for "secondary E21 pedestals' serving Green Mountain Power (GMP). Easement boundaries to be 6' distant from each side of structure, as constructed. Locations shown schematically hereon. Proposed gas line easement, 10' wide, crossing Lot 42 to E3 Lots 40 and 41, to be centered on gas line as constructed, serving Vermont Gas Systems (VGS). Proposed easements for wastewater lines crossing Lot E4 39 to service Lots 3B, 40 and 41. 10' and 16 in width, to be centered on wastewater lines as constructed. Proposed storn water management easement over E5 portion of "Open Space Northwest" pamel near Spear Street, to be conveyed to City of South Burlington. Proposed storm water management easement over E6 portions of "Common Land A" and "Open Space Northeast", to be conveyed to City of South Burlington. Proposed store water management easements over 2 E7 small portions of "Common Land D", to be conveyed to City of South Burlington, E8 Proposed recreation path easement, 12' wide, to be conveyed to City of South Burlington. E9 Proposed easement for sidewalk over portion of "Common Land D", in front of Units 26 - 29. CMF BROKEN I I 1.25- IPF BENT I I� _ TO ShelburneRd. ALLEN ROAD C _ v l� I / n/f C.E. Long I elf L. Long Revocable Revocable Trust E�(Gm EASE. X rn Exempt Family Trust 0' EASE. (GMP)E1 l I E1 E2 J/4ANGCB IRON -�o — "1 •••'.j 0.23 Ac. of Lot 48 (Open Space) I l _ --� - - - — — — ___-- --� LotSY 1 _- �.� ....-....._, /CMS 40 PEDISTAL ' El E4 E2.t ]1atPtl%" E2.t _ E2 I eve I a I I 1 I y I l� 1 �I / \ 3/4�- CHURCHILL_ R"AG 0 E3 II ` \ E2 1 x 1 7"�E2 c I I \si TYPICAL E1 SETBACKS 10' Lot81 / I STORM '••7 — ES ��` ( 42 � I � ® � �1.1 Lot I E1 1 e,, \ 3.73 AC. rx, 10' EASE. (GMP) 1 t v* I ckfF l — of Lot 48 i 1-' `1. 1 ` "� 1 / l 43 53 E2.1 L� t \ E2 1 1 R Ac � I � � E1 1 � \ � � III (Open Space) , r" t . E2 � it a(OT10' EASE. t y1 i 70 AC. I l/(0MP) t�I iAt�� ES � t E2.1 EQUIP. EASE. REC PATH \\ e 1PI2ML)20'T St nm ea5B t \ J 111 10' EASE.(GMP) E2 O,a6 AC. I 1 i 1 111 ( conveyed 1 \ uru t �j I to city \ E1 / I COMMON I IOPTS (Exist.) tt \ 46 �11 E21 ®9 `\ 5O- E2 _ E2 I� d 1 116.6± Ac. CODofLot48 II I ; ROAD' ---I (Open Space) E2 ` -_� �R� �`� \ STORM E9 \ \ E7 SEWER I� WALK Proposed Street \�-- Dedication Table REC a T„ \ 4 LA1110 �I ' II N. Jefferson Rd. 2.27± Ac. ;� / ��Q' ; L ACID ( I 1"SY A_Res Churchill Street 0.95_ Ac. O 1 Ll / / STORM Marsh Road 1.76* Ac. 1 I S i Ez1 ' E6 ' I rOral: 4.98Ac. Agricultural Lease I 4) I j — _ LOT 63 o w � j j�' ; I� Es — — 12.67, AID. M Oro 1 \VV j E2 . 1 1 �Xi 1 jzy 1 1 '1 PHASE 1 T- - �� o\ LOT 11 B P I � REC PATH t E7 I� EQUIP. EASE. k\�, X\ ` / (TYPICAL) E2 / ''�� ♦ /v�l I�I N 10 EASE. (cMP) E1 : \. PHASE 1 % LOT 11A ALLEN�\ 4& \ �` E2 i E2.1 PEDIS iL APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE _ DAY OF , 2013, SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS_ DAY OF , 2013, BY , CHAIRPERSON. PROPOSED STORMWATER DETENTIONAREAS (TYPICAL) !� ' "aAwPedr REC PATH PROPOSED PROPOSED PAVED PATH 8 ---- FOOTPATH ACCESS II .' `rYPIC4Q Cu/ de sac to be ) terminated upon I To the best or my knowledge 8 belief this plat, consisting ev ansion of R.O.W. of three sheets, property depicts the results of a surrey conducted under my supenaskin and is based upon - NORTH records & feId evidence found. Perimeter boundaries shown are insubstardlal conformance with the records JEFFERSON unless noted otherwise. This plat s in substantial ROAD ( Exist.) compliance with 27 VSA 1403 "Recording of Land Plats". Timothy R. Cowan VT LS 597 RECEIVED FOR RECORDING /N THE LAND RECORDS OF THE CITY OF SOUTH BURLINGTON, VERMONT, AT_ O'CLOCK ON THE DAY OF ,20_ ATTEST. , CITY CLERK GRAPHIC SCAN w(� loch HO 11 SEE SHEET P 1 (of 3) for LOCATION MAP SEE SHEET P2 (of 3) for LOTTING C WENGINEERING ASSOCIATES, INC. 10 MANSFIELD VIEW LANE, SO(NH BURLINGTON, VT 05403 t102-WM23 web. www.cee-vccom C01'YRIGIIT Ce 2014 - ALL RIGHTS RESERVED CEA CHECKED TRC APPRDVED TRC DATE BY 1 REV1E101 r 10152014 TRC Lot Numbering Changes 10.10.2014 TRC Notes & Lot Numbering 08.22.2014 TRC Add Sheet P3 (Easements) 12.04.2013 TRC Lot 48 & Common lands labels & areas PHASE 2 EASEMENT PLAN SOUTH VILLAGE COMMUNITIES, LLC Spear Street South Burlington, Vermont OCT. 31, 2013 DRAB N1it12 1��1-A80.1m P3 0' 243.08 y♦ � 1 �O �r■■\'If � i � v! �{0 s `'1.111 -� ■�� Y � .ilk ■y■\\11■�' all\'I111■•11 ,1 �.c c • v� ..pr■�■`■ i r c.��;1;'J/i�ii`E�`y''�'1 /,lel.. i ww d� • ►►ate .,�,-:..��.,!►oi° ��1►1�1�•¢ 1 a�' ��V`la� ,%o s{:vif �` �1 iDll��t�11�� ji�l� /{1 `: 31 10% mom iiiiii .0 ��, ° �9F { �` � ■ ��I � � ��1�11�1��R��•�i�1 1 � w•�1 �I% '1,� �+_Nl ��.-Its � •a � uA, .� '`•�.�\.... ��• 4 p min 17• Y 1 2 �tl�i��a i i�`�� i��s�+��w.I��liiii��i:^��i ��,�I�ic"�' o-•�� u� �� ' ;� �` f� �f.�� , �,y/ �i► ,Rii■ro�■ .�.-.1��■ra 1� �\ a "r�31►•y _4 PAN �i► i A•1 - • 1 1 :{ 1 SOUTHGRAPHIC SCALE • LLC .. . 1 N. OTFARY-BUPIKE SPEAR STREET ® { ASSOCIATES, LANDSCAPE. I e is r.'in' I[�[tc � n ur ` INIif,5 I, 'ilgii TI ' Y�IIi ul ,1 11 11 1�•,,0 !'will j'• �j'ii J 4,. r I O..r � ��I IA .w �; ..► `` � �► VA ,4 7 Ili i P L A N T L 1 S T Street Trees KEY QU SCIENTIFIC NAME COMMON NAME SIZE & SPEC. ACIB 6 Acerxfreemanii'Celzam' Celebration Maple 2-2.5"cal.,B&B AehB 12 Aesculushippocastanum'Baumanii' Baumann Horsechestnut 2 - 2.5" cal., B&B BenH 6 Betula nigra'Heritage' Heritage River Birch 2-2.6" cal., B&B GibA 15 Gingko biloba'Autumn Gold' Autumn Gold Gingko 2-2.5" cal., B&B GibM 8 Gingko biloba'Magyar' Magyar Gingko 2 - 2.5" cal., B&B GibP 17 Gingko biloba'Princeton Sentry' Princeton Sentry Gingko 2 - 2.5" cal., B&B GIts 8 Gleditsia triacanthos'Shademaster' Shademaster Honeylocust 2-2.5" cal., B&B GItT 12 Gleditsia triacanthos'Sunburst! Sunburst Honeylocust 2 - 2.5" cal., B&B PINIC 7 Piatanus x acerifolia'Columbia' Columbia London Plane Tree 2 - 2.5" cal., B&S Qub 20 Quercus bicolor Swamp White Oak 2-2.5" cal., B&B Qui 16 Quercus imbricaria Shingle Oak 2 - 2.5" cal., B&B Quma 13 Quercus macrocarpa Bur Oak 2 - 2.5" cal., B&B Qumu 7 Quercus muehlenbergii Chinkapin Oak 2 - 2.5" cal., B&B Quru 18 Quercus rubra Red Oak 2 - 2.5" cal., B&B Soj 2 Sophora japonica Japanese Pagoda Tree 2 - 2.5" cal., B&B TjcG 10 Tilia cordata'Greenspire' Greenspire Little Leaf Linden 2-2.5" cal., B&B Ticl- 6 Tilia cordata'Glenleven' Glenleven Little Leaf Linden 2 - 2.5" cal., B&B Tie 11 Tilia euchlora Crimean Linden 2 - 2.5" cal., B&B TitG 6 Tilia tomentosa'Green Mountain' Green Mountain Silver Linden 2-2.5" cal., B&S UlaV 14 Ulmus americana'Valley Forge' Valley Forge American Elm 2 - 2.5" cal., B&B UIdJ 14 Ulmus davidiana'JacaW Jacan Elm 2 - 2.5" cal., B&B _ UlmA 5 Ulmus morton'Accolade' Accolade Elm 2 - 2.5" cal. B&B UlmG 4 Ulmus morton'Glossy' Triumph Elm 2 - 2.5" cal., B&B ISTermer UaOmeE ANTING PLAN PLANT LIST KEY QUAN SCIENTIFIC NAME SCIENTIFIC NAME SIZEISPEC. ToHD 4 Thuja occidentelis'Holmstrup Dwarf Holmstrup Dwarf Arborvitae 5 gel. TOS 2 Thuja occidentalls'Smargd' Smargd Arborvitae 4-5 ft. Tow 2 Thuja occidentalis'Woodwardi' Woodward Arborvitae 3 gal. TYPICAL LANDSCAPE PLAN - TRANSFORMER CABINET Scale 1/4" = 1'-0" Utility Pedestal t0itw of So, Burlingion, PLANTING PLAN PLANT LIST KEY QUAN SCIENTIFIC NAME SCIENTIFIC NAME SIZE/SPEC. TOM 2 Thuja occidentalis'Holmstrup Dwarr Holmstrup Dwarf Arborvitae 5 gal. TOW 2 Thuja oceidentalis'Woodwardi' Woodward Arborvitae 3 gal. TYPICAL LANDSCAPE PLAN - UTILITY PEDESTAL Scale 1/4" = 1'-0" Owner & Applicant 0 40' 80' 120' SOUTH VILLAGE m IVES. UC (C/O ROBIN XE S) GRAPHIC SCALE P O BOX YEBS Sp11H SURLINGTON, VT WQ7 pgpA [7 Aresm mAtlwc � rYuaH.nr OBCA ty+,hLfs '*• � �`j ' * _ Naw MCL O'LEARY-BURKE ,ram CIVIL ASSOCIATES, PLC t( t ""` MCL aur[i �., �� A oiChP taiE amvi E,u �� t•-ab r eaiaenav� ax: ro�amyavu.o.++i I THE CONTRACTOR SHALL NOTIFY 'DIGSAFi AT l 1-808-DIG-SAfE PRIOR TO ANY EXCAVATON. Hans ♦".. a..a .....w. rnn. ♦aa nol.A s.".."..mnn "a u1m, r..�ta M..w ao BY SOUTH VILLAGE COMMUNITIES, '71-a12 LLC 12012- SPEAR STREET SOUTH BURLINGTON. VT z012J8-ss run 4ArT A LANDSCAPE PLAN STREET TREES— SOUTH L-2 ' / / ' 1 \ �' ` Fptd P ator Hedgerow � COSF I 's ` • ,' see'plan - sheet on left 3t3Or31tvHGtMi�-'i:• ch chUne \•• 7/1 4 v IN`\ `, ,' Trees and Shrubs in Pollinator Hedgerow Qu \\ - / Amc 3 FomM KEY QU SCIENTIFIC NAME COMMON NAME SIZE & SPEC Al-� + i \ / - Arab 12 Aronia arbutlfolia'Brllllentissima' Brilliant Chokeberry 3 gal. 2 ArmV 3 �os� ArmA 9 Aronia melanocarpa'Autumn Magic' Autumn Magic Chokeberry 3 gel. p �,\ tie `\ Havi µ / ( I * 3 RhtT ArmV 7 Aronia melanocarpa'Viking' Viking Chokeberry 4-5' New fie stt�te ll \ I Igi -� %� � A 2 Roru - \ / I both si eE t ht / - I ' / � I / (a ft d�, ft. ] + I \ Fo IIvJD 2 IIvBN Amc 10 Amelanchier canadensis Shadblow Serviceberry 6-7' 40 ft. 04 - each �ide) � I \ / j 1 /-5 �aS CoaP I / / \ 1 + _ � Amc / 20 Cornus alba'� ralrle Fire' Prairie Fire Red Stem Dogwood 2 gal. J / / � + Mado / 3�a. / , �� / t 3 ArmA \ ` / Coss 19 Cornus alba'Siberica' Siberian Red Stem Dogwood 3 gal. I I 2 CoaP Mado + Cor 7 Cornus racemose Gray Dogwood 2 gal.I Roru 3 CosF Cosa 15 Cornus sericea'Baileyi' Bailey Red Twig Dogwood 3 gal CosF 16 Cornus sericea'Flaviramea' Yellow Twig Dogwood 3 gal IvBN / i 4 ArmA + Havi 2Q b \ / \ \ 3 RhtT /' t FomM 7 Fothergilla major'Mt. Airy' Mt. Airy Fothergilla 3 gal. Area I Amc * 3 IIvBN - I FomR 5 Fothergilla major'Red Licorice' Red Licorice Fothergilla 2 gal. Am , ' \ \ < � 3 ItvHG I / � Havi 7 Hamamelis vir 8iniana Common Witchhazel 3 gal. I � o � / / 2 Cor Au _! I / CosF r- \ // j \� 3Coap * Samc INA 5 Ilex verticlllata'Afterglow' Afterglow Winterberry 3gal. I_ 3Roru0 + Ski,, / IIvBH 14 Ilex verticlllata'Berry Heavy' Berry Heavy Winterberry 3 gal (� ��✓✓ 3 RhtT 3 IIvWR -IIvBN 13 Ilex verticillata'Berry Nice' Berry Nice Winterberry 3 gal. IIvJD 3 Ilex verticillata'Jim Dandy' Jim Dandy Winterberry 3 gal. i I 5 CoaP V /A IIvJD IIvWR 9 Ilex verticillata *Winter Red' Winter Red Winterberry 3 gal. \ / / ItvHG / / 3 FomM II B - Sadi - Mado + + Samc ItvHG 16 Itea virginica'Henry's Garnet' Henry's Garnet Sweetspire 3 gal. / t / 2 RhtT //' / % 3 AraB Cor _ Lu Mado 6 Malus do l o 9 Dolgo Crabapple 15 gal. 2 Fornr /� + Amc RhtT 30 Rhus typhina Tiger Eyes' Tiger Eyes Sumac 2 gal. I 4CosF RhtT I 2 A � 4IIvBH , ' 41 \ 3 ItvHG / 3 RhtT _ Roru 1B Rose ru osa 9 Rugosa Rose 2 gal. 3 Cos I 3 ArmA / / \ 3 Cosa / + Mado Sadi a 9 Salix discolor Pussy Willow 2 gal + H��i /' / � , 3 Roru ^ / � j-- (IvBH S amc 9 Sambucus canadensis American Elder 3 gal. 2 ArmV / 3 RhtT + Sadi 3 Roru 4 soap I 4 Coss ,' FomM AmI + 2RitTi - 3ArmV R�itT Roru ,' /I W Roru Roru - - IIvWR Amc a 311vWR _ Roru + Havi + 2 Hdvi I ` `\ H 4 Co B Lu I I / 3 RhtT 311vBM I(^--�'\/ I IlvWR \ RhtT \ + j Amc /+ IIvJD� \� I \ _ 1 5O\ ` 2CosB \t `\\ / \ \ �Sarac - - - -SCoaS ' Roru \ \ 'Mado +I - - - - - - - I + 4mc \ \� I r I I \ ( I 3 ItvHG �\\ / i II Havi 5 Coss +tt \\ + ` Sadi ^ ote; Place boulders unea�thed ��j Cor I/ durin excavation in pQll_inator \ t I Sam / + I hedgerow. Bury approx 1%3-bouu er. 21 + 2 Same - - - R T 2 Sadi 3 FomR� / + 5 IIvBM I 3 Area / 3 Cosf 1 1 \ - \- - I \ / 'RhtT _THE Owner & Applicant CONTRACTOR SHALL NOTIFY 'DICSArE' AT -/ - / \ —/ (� ,-BBB-DIG-SAFE PR10R TO ANY EXCAVATION. BOUT, C COMNUNIRES, LLC nww I / \ / \ / GRAPHIC SCALE ON (C/0 ROBIN .EfTERS) P.O. ft •nen• .N,,..e ...a ... w. l:osF I / I i' \ � i — TH°BVRl NGTON. VT °sem e,mn. ... ,,..+ ...N,.. w...,• „Ne. w... N,w,.. wa. .xMnx • wwi. e.r ,e wr .equ.q wnu- xn 1 I ' •• 1 \ cDL^ ue"wNc � "�°'° � "'°�^^ SOUTH VILLAGE COMMUNITIES, '�+2/'"/1_ 1�1�•i�••�!•�••�••� Match Lln4e�••�••er_••etT•• HG _ •• 1 /' a g1Oti w `''W20,2-aB South End Pollinatgr i%dgcrow- / LLC °A"nnc� O'I.EARY-BUR CIVIL ASSOCIATES, PLC SPEAR STREET SOUTH BURLINGTON, VT o�2-,a-sa • see plan -this sheet on right L1�NDSCAPE PLAN g - / / - - WIDSCAPEPI,AN-- I J * * _ •„ = a ^L �A c 3 FomM �� ' 3 bosl3 -POLLINATOR I4E EP OW - \ POLLINATOR PiEDGERpW SOUTH " '° " %", LANDSCAPE PLAN / ? F° ,°. POLLINATOR HEDGEROW L-3 Quiet Path Layout with Locations for the Specific Wetland Buffer Treatments - Whole Project Legend --mmml Quiet Path Wetland buffer fencing Wetland Buffer Treatments Treatment #1 Wetland Small sign on post every 75'o.c. (5,055'lf) Treatment #1w Fence with Wetland Buffer Small sign on fence post every 10 sections or about 80' Treatment #1 c Fence with Common Land Small sign on fencing every 10 sections or about 80' with a birdhouse on every 3rd post (240' spacing) (840'If) p Treatment #2w Wetland buffer fence Opening in fence with Large Wetland Sign (5 locations) ® Treatment #2c Wetland buffer fence Opening in fence with Large Common Land Sign (4 locations) Treatment #3 Vegetation areas CD Native buffer treatments (2 locations) O Treatment #4 Quiet Path Entrance 2 posts with Large Quiet Path Sign (9 locations) Treatment #5 Wetland Entrance Single post with Large Wetland Sign (4 locations) Treatment #6 Wetland stencil Single post located every 100' (2,391 'If) Treatment #7 Common Land stencil Single post located every 100' on post with a birdhouse on every 3rd post (300' spacing) (1 100'lf) Total Number of Signs and Birdhouses Proposed Small Sign - 90 for Wetland locations 12 for Common Land locations Large Sign - 9 Wetland Locations 9 Entrance Locations Birdhouse - 4 proposed Wetland Stencil - 24 needed Prepared For: SOUTH VILLAGE COMMUNITIES L.L.0 Date: 4.16.14 Drawing rite: Location Map Score: See Graphic N 1* 1 Drawn By: MR Checked By: DR U o O E N j H � _ � O � o � p a � � m 5 O O CIO`" C = } Q > � +� Q) o Q O v, v, Prepared By: LandWorks 1V/�\ 228 Maple Street, Suite 32 Middlebury, Vermont 05753 (802) 388.3011 Quiet Path Layout with Locations for the Specific Wetland/Common Land Buffer Treatments - North Supplement -J .. ... �44� NOTES: 1. Base map information from CIVIL ENGINEERING ASSOCIATES Legend ---- Quiet Path •.�... Wetland buffer fencing Wetland Buffer Treatments Treatment #1w Fence with Wetland Buffer Small sign on fence post every 10 sections of about 80' Treatment #1 c Fence with Common Land Small sign on fencing every 10 sections or about 80' with a birdhouse on every 3rd post (240' spacing) (840'lf) Treatment #2w Wetland buffer fence Opening in fence with Large Wetland Sign (5 locations) ® Treatment #2c Wetland buffer fence Opening in fence with Large Common Land Sign (4 locations) p Treatment #3 Vegetation areas Native buffer treatments (I location this map, 2 locations total) Treatment #4 Quiet Path Entrance 2 posts with Large Quiet Path Sign (3 locations this map, 9 locations total) Treatment #7 Common Land stencil Single post located every 100' on post with a birdhouse on every 3rd post (300' spacing) (I I00'If) NOTES: l . The existing Post and Rail fence should be used to delineate the interior wetland. 2. Treatment #5 and #5C are located on the end posts facing their respective entrance. 3. 5x5 rough sawn white cedar post to be used with treatment #7 4. Measurements for other treatments can be found in original Wetland Buffer Package Prepared For: SOUTH VILLAGE COMMUNITIES L.L.0 Date: 4.16.14 Drawing Title: Phase II Supplement Scale : See Graphic N 0 Drawn By: MR Checked By: DR W C 0 o 0 m � E C O � o � O E 0- CO E N O Z o U V) \ Q) c � a) o O a) 3.- o o a � � Prepared By: LandWorks rhM00 228 Maple Street, Suite 32 Middlebury, Vermont 05753 (802) 388.3011 Quiet Path Layout Treatment #1 Signage + Posts S-5' typ. 0'-5' Signs placed 5' from buffer Signs set 75' o.c. Wetland buffer area Existing shrub meadow Quiet Path Plan Axon: Treatment #2 Fence Opening + Sign Plan Treatment #3 Vegetation + Signage Plan CS 4 r.. AM 2 ^� 11 . Large sign at fence opening Fencing to be installe along 50'buffer Wetland buffer area Existing shrub meadow Quiet Path Vegetation planti 75' from center o planting to next h treatment Wetland buffer or Existing shrub meadow Axon Axon Wetland buffer area Signs set 75' o.c. Bird house option Existing shrub meadow Quiet path Buffer fencing Wetland Buffer Area Large sign at fence opening Existing shrub meadow Quiet Path Wetland Buffer Area Buffer plantings Signs placed 75' o.c. Existing shrub meadow Maintained area Quiet Path Prepared For: SOUTH VILLAGE COMMUNITIES L.L.0 Date: 4.16.14 Drawing Title: Buffer Designs Scale: Drawn By: MR Checked By: DR N U O N F 7 N j N � i 7C) � O O � � m O m o c� t Q) ` N Q) O O Q N cn LandWorks V�/AO 00 228 Maple Street, Suite 32 Middlebury, Vermont 05753 (802) 388.3011 Quiet Path Layout �% r 1 1 / 1 1 1 r 1 1 1 1 1 � 1 � r � r � r � 1 r 1 � r 1 � 1 1 ® r 1 �` 1 J ♦ 1 � 1 / � r � , r ♦ �.�• r v. �%% ♦.. s x i j 1' I:Y iw ♦ f �t NOTES: , 1. Ba"se mdo information from CIVIL ENGINEERING ASSOCIATES Treatment #4/#5 Entrance Posts r3T Treatment #6 Wetland Stencil The stencils are to be applied to a backing material/ board made of plastic, wood or metal. Backing boards are to be affixed to existing tree trunks. As an option stencils can be attached to a post as well. Treatment #7 Common Land Stencil The stencils are to be applied to a backing material/ board made of plastic, wood or metal. Backing boards are to be affixed to existing tree trunks. As an option stencils can be attached to a post as well. Quiet Path Entrance posts v, large sign Existing shrub meadow Road surface Axon e .' ro. ! / I SOH VILLAGE 4" rooON lkyi a�7 SOUTH I VILLAGE I I 147' Quiet Path Entrance posts with large sign Existing shrub meadow Road surface Note: Treatment #k4 includes two posts and one large Wetland Sign. Treatment #5 includes one post and one Large Quiet Path Sign NOTES: 1 . Stencils signs placed every 100', 5' from ground on existing tree trunk NOTES: 1. Stencils signs placed every 100 , 5' from " ground on existing tree trunk Prepared For: SOUTH VILLAGE COMMUNITIES L.L.0 Date: 4.16.14 Drawing Title: Buffer Designs Scale: --- Drawn By: MR Checked By: DR N 0 O O 7 N j N � O O � d7 Q► .N Z D O m 1 V Q � -4- o O O Q. cn N Prepared By: LandWorks r;�/�M 228 Maple Street, Suite 32 Middlebury, Vermont 05753 (802) 388.3011 ,.r;y :�i .... ;..�ti.c1 E� tea-,• F Sign and Post Options 8" Large Sign 4" Small Sign Typical Section Treatment # 1 F Fencing + Signage Typical small sign location 5' NOTES: 1. Posts designed to match existing buffer fence. Sizes to be checked in field. 2. Section is not to scale and represents a potential alignment and locationof the various buffer treatments 3. Natural White Cedar available from local sources is recommended and requires no preservative. 1" 'Gable' top Buffer Sign 5x5 Rough cut White Cedar post Ground 2' Direct burial with auger No further disturbance Backfill with excavated soil from hole 2" Compacted gravel base under post Buffer # 1 Birdhouse 75' Bird House Buffer # 1 Small Sign Entrance Pasts Buffer #3 Vegetation 75'- -� � � Planting Schedule / Recommended Screen Trees Primary Species Option 75' Code Scientific Name Common Name Size CS Cornus sericeo Red Dogwood Cant. CR Cornuss rocemoso Gray Dogwood Cont. AM Aronia melanocorpo Black Chokeherry Cont. I" 'Gable' top Buffer Sign 5x5 Rough cut White Cedar post Quiet Path 2' Direct burial with auger No further disturbance Backfill with excavated soil from hole 2" Compacted gravel base under post Entrance Post with Large Sign .._.:.�°i r Prepared For: SOUTH VILLAGE COMMUNITIES L.L.0 Date: 4.16.14 Drawing Title: Details Scale: --- Drawn By: MR Checked By., DR V) a) U } C O N � N j H � _ O 0) � O Q � � � m 00 V) t L V O Q V) V) Prepared By: LandWorks t1�/�N0 228 Maple Street, Suite 32 Middlebury, Vermont 05753 (802) 388.3011 Split Rail Fence Detail K-- NOTES: 1. Fence designed to match existing buffer fence. Sizes to be checked in field. 2. Existing fence is a 2 rail Split Rail Rough cut cedar fence. 3. Natural White Cedar available from local sources is recommended and requires no preservative. i Existing 2 rail, rough cut cedar split rail fence currently installed on site. 2 rough cut cedar split rails size to be determined in field to match existing fence 5 x 5 rough cut cedar post size to be confirmed in field to match existing fence Roughly 8' Section length to be determined in field to match existing fence Height to be determined in field to match existing fence Split rail separation to be determined in field to match existing fence Roughly 8' Section length to be determined in field to match existing fence Prepared For: SOUTH VILLAGE COMMUNITIES L.L.0 Date: 4.16.14 Drawing ri"e: Details Scale: -- Drawn By: MR Checked By: DR C U O O E a) V1 � _ � _O O � 0 O � m O m N � � N .;.. a) o O Q N N 'repared By: LandWorks hVw&X 228 Maple Street, Suite 32 Middlebury, Vermont 05753 (802) 388.3011 Sign Panel Options - 8" Large Wetland Buffer Actual size South Village • PLEASE RESPECT THE BUFFERS 8 7! Options - not to scale Prepared For: SOUTH VILLAGE COMMUNITIES L.L.0 Date: 4.16.14 Drawing Title: Sign Designs Scale: -- Drawn By: MR Checked By DR V) U � a) C E N j•H � 0 O to D m 4 j� O co a N .�� O Q Prepared By: LandWorks A,/A& 228 Maple Street, Suite 32 Middlebury, Vermont 05753 )802) 388,3011 Sign Panel Options - 4" Small Wetland Buffer Actual size • South Village - 4" 479 Options - not to scale • south Village - Prepared For: SOUTH VILLAGE COMMUNITIES L.L.0 Date: 4.16.14 Drawing Title: Sign Designs Scale: --- Drawn By: MR Checked By: DR Lo U •H � o N [� m �o �V) CIO Q) Q) �VI)V) o a Prc},ared Ry: LandWorks 'W/�� 228 Maple Street, Suite 32 Middlebury, Vermont 05753 (802) 388.3011 Sign Panel Options - 8" Large Common Land Actual size South Village" • PLEASE RESPECT THE BUFFERS RE Options - not to scale south village 5 60 Respect the irepared For: SOUTH VILLAGE COMMUNITIES L.L. C Date: 4.16.14 Drawing Title: Sign Designs Scale: --- Drawn By: MR Checked By: DR U � C � N j 0 O to IL m L +- 00 V) �Q) Q a� DQ) o o a � � Prepared By: LandWorks VwA�V 228 Maple Street, Suite 32 Middlebury, Vermont 05753 )802) 388.3011 Sign Panel Options - 4" Small Common Land Actual size 4" 479 Options - not to scale 3. Prepared For: SOUTH VILLAGE COMMUNITIES L.L.0 Date: 4.16.14 Drawing Title: Sign Designs scale: -- Drawn By: MR Checked By: DR c" U C E O ai r N 0- 0 CO Q� � � N L Q) ( D o a �'repared By LandWorks �WWAW'dpo' 228 Maple Street, Suite 32 Middlebury, Vermont 05753 (802) 388.3011 Sign Panel Options - 8" Large Quiet Path Sign Actual size i Village 05`0 -------------------------- - - - �-- 8„ Prepared For: SOUTH VILLAGE COMMUNITIES L.L.0 Date: 4.16.14 Drawing ride: Sign Designs Scole: --- Drawn By: MR Checked By: DR Q U C E � N �y Q) O 0) ai -C N Cm �-4- �o �N L a P,eoared LandWorks t�/�� 228 Maple Street, Suite 32 Middlebury, Vermont 05753 (802) 388.3011 4 SOUTH VILLAGE 12-PLEX - BUILDING'A' SOUTH BURLINGTON, VERMONT . . . . . . . . . . . .... l �1 id T / REVISED - 06/03/14 ABBREVIATIONS ARCHITECTURAL SYMBOLS DRAWING INDEX ADD ADD:110NAL GA GAGE PVC POI.YVINYLCHLOR:DE R SHEET NO. DRAWING NAME SHEET NO. DRAWING NAME 5HEET NO. DRAWING NAME NUMBE107 AIC AIR COPDITION(ING) GALV GALVANIZED TITLE LINE ROOM NUMBER CIVIL ARCHITECTURAL STRUCTURAL AT ACOUSTIC TILE GC GENERAL CONTRACTOR QT QUARRY ILE 613 SUBDIVISION PLAT A101A GARAGE FLOOR PLAN 50.1 STRUCTURAL STANDARD NOTES ARl ADJUSTABLE GL GLASS C25.1 IMPROVEMENTS FLAN A102A FIRST FLOOR RAN 502A STRUCTURAL 3D RENDERINGS AFF ABOVE FINISH FLOOR GYP GPY5UM R RADIUS, RISER ELEVATON TAG C25.2 SITE GRADING °LAN A103A SECOND FLOOR PLAN 51.1A STRUCTURAL FOJNDA-10 N RAN ALUM ALUMINUM RD ROOF DRAIN, ROAD C253 UTILITY PLAN A104A ROOF PLAN 51.2A STRUCTURAL FIRST FLOOR FRAMING PLAN AM OX AoPRDDOMATE H.FKGT HEIGHT RE:NF REINFORCEMENT —ELEVATION NO. C25.4 LIGHTING RAN A201A EXTERIOR ELEVATIONS 513A STRUCTURAL SECOND FLOOR FRAMING PLAN ARCH ARCMTECURAL HC HOLLOW CORE REMREQUIRED ELEVATION 1022 C253 LIGHTING DETAILS A209A EXTERIOR ELEVATIONS 51AA STRUCTURAL ROOF FRAMING PLAN HORIZ HORMONTAL REV REVISIONEET NO. C25.6 EPSC DETALS A301A BUILDING SECTION 52.1A STRUCTURAL FOUNDATION ELEVATIONS BD BOARD H/C HANDICAP RM ROOM SPOT ELEVATION C257 EROSION CONTROL SPECIFICATIONS A401A ENLARGED UNIT BANS S3.1 STRUCTURAL SECTIONS BLDG BUILDING HM HOLLOW METAL RO ROUGH OPENING C25.8 EROSION CONTROL DETAILS A402A ENLARGED UNIT BANS S32 STRUCTURAL SECTIONS 13m BLOCKING HVAC HEATING, VEN INALTION, & A/C C25.9 SITE & UTILITY DETAILS AWA DOOR AND WINDOW SCHEDULE 54.1 STRUCTURAL STANDARD DETAILS BSMf BASEMENT 5 SOUTH ECTION N0, SECTION NMRKER C25.9A SITE DETAILS A701A A55EMDLY DETAILS ID IN51DE DIAMETER BCH SCHEDULE C25.10 SPECIFICAT10N5 A801A VT ACCE55 RULES & FAIR HOJ51W CAB CABINET M INCH 5QW SOLD CORE WOOD SHEET NO. PARTITON TYPE C25.11 SPECIFICATIONS CER CERAMIC INSJL INSULATION, IN5JIATED SECT SECTION CJ CONTROL JOINT INT INTERIOR 5H7 SHEET C25.12 SPECIFICATIONS CL CLEAR, CLEARANCE INCL INCLUDED SIM SIMILAR CLG CEILING SL SLOPE C.H. CELING HEIGHT JAN. JC JANITORS CLOSET SPEC SPECIFICArON i ` ` DETAIL MARKER 12 CMU CONCRETE MASONRY UNIT JT JOINT SQ SQUARE COL COLJMN 5ID STANDARD __ 5 ROOF SLOPE INDICATION CONIC CONCRETE KIT KITCHEN, KITCHENETTE STL STEEL CONST CONS-RUCION 5U5P 5UMNDEO CONT CONTINUOUS LAV LAVATORY S. STL STAINLESS STEEL 2 4 DOOR NUMBER CPT CARPET LAM LAMINATE ' `-1/� REVISION CT CERAMIC TILE T & G TONGUE AND GROOVE c � MAY. MATERIAL TEL 1FIEPFIONE DET DE -AIL MAX MAXIMUM TEMP TEMPORARY O WINDOW TYPE DIA DIAMETER MOD ME)IUM DENSITY OVERLAY TH. `HK THICK, THICKNESS DIM DIMEN51ON MECH MECHANICAL THR5LD THRESHOLD ON DOM MTL METAL TOS TOP OF STEE_, BLAB PROPERTY LINE DS DMIN M9MMUM TOW TOP OF WALL me DRAWING NO ItASONRYOPENING TYP TYPICAL E EAST N NORTH LINO JNLE55 NOTED 0 HERWLSE O COLUMN GRID ® EA EACH NIC NOT IN CONTRACT NORTH DESIGNATION JUL L 17 23195 ELEC ELECTRICAL NO NUMBER VQT VINYL COM°051TION TILE ELEV ELEVATION, ELEVATOR NOM NOMINAL VERT VERTICAL EQ EQUAL NT5 NOT TO SCALE VEST VESTIBULE City Q I& u U. Burlington EQUIP EQUIPMENT VIF VERIFY IN FIELD CENTER LINE � DaST DCSTING OC ON CENTER VAC VINYL WALL COVERING V ON. D? EXPANSION OD OUITNX DIAMETE CHANGE IN ELEVATION O°NG OPENING W WIOTH, WASTE. WATER, WE6- FO FLOOR DRAIN 0'P OPPOSITE W/ WITH FF PINIONED FLOOR W/0 WITHOUT 00.W —W g Rudsnhe l0 swneud,w, vTcm FFD FIRE EXTI�iU15HERW/CABINET Pl. PLATE WO � HE^CT—URAR--E—Nq—;7—N—EEE7l—Na- FLDY � F. EXT.FIRE EXTINGUISHER WR) CABINET PREU PLYWOOD WT WEIGHTA wn FIN FP115HI PRELIM PRELIMINARY WWF WE. DED WIRE FABRIC � � FUROR, FLA5HING PS: POUNDS PER SQUARE INCH mm WELDED WIRE MESF CIVIL ENGINEERING ASSOCIATES, INC, er5 runsve�; ruy, s,irY dx, drne w. r. uai; F7 FOOT, FEET PTD PAINTED IOIWINSFIELDVIEWLANE, SOUTHBURUNGTON, VT 05403 PWne r802!B5S.C75s ex.I80P)tiu5. 6?6 Rabid98u Architacts WW, har lys&a" FTG FOOLING P.T. PRESSURE TREATED 80I.864-I373 FAX: 802-884-7771 WEB: WWW.CEA-l?.COM to 2A 3A Q 6A 8A 1 9A 10 11A Q I Q I Q I I 1� N N — II iT -- 21'-11/2" _. 15'-0 21'-11/2' { - 21'-112' 1T 75'-91/2" � 1T-11 1 9-0" L �L 18'-61/2" 21-81/2" J 2' �4 — --- ' IT AgL - - MEC AN CAL 9 <� 3 � W (A N up � gl PARKING GARAGE 22 PARKING SPACES o z c; G � � r� 1 I I 1 - ED B z LL c:r LV -4 _j t7 ®C 1 I I -- - - N ---- E10-IAUST t7 F- - FAN — - - - _ _ o iT-111/2' N 19'r2" 21r1" __ 9-0" _ le-91/2" 3' d' 2'-0" 1'-0" 1'-0 1' 0 1'-0' 1'-0 7. 10" iT- '-1 1 '-0 _ _ '-11 ' i'-11 iT-B 2'-011 1-1 1/2" � 1 _ GARAGE FLOOR PLAN BUILDING "A' W SCALE: 3 16 = 1 -0 EL . PROJECT # 1303 IUL 17 SHEET NUMBER City of So. Buriingtr 1 1 DATE: 7/30/2013 1A 2A 3A 4A Q 8A 1 9A 10 11A Q Q I I I I to1T- 1A 1 18' '-1 21'-11/ ' g 1' 61 2-0 16'-11 1 - 12' 11" 6'- 1/2" 1 '- 1 " -11" 1 '-1" 14'-61 " " '-8" 2-0 16'-111 81/2" 5V2 51/2, 512' 8'-5 3/N' B'-5 3/4" 512 5'-3" 5'-01/2" -4" -11 - 51/2 4- 1 1 551 512 4'-10 V2" 51/2' 5'-0 1/2O' 6-0 1/2" 2'-4" 5�-10 3/4" I p'•,8�� 512 V4' 512 8'-5 3/4, 8'-5 3/4" 51/2" - - -5'-012" 1 81/N' B - - GAS B C C G!5 9 �+ LIVING t LIVING UNIT #11-01 UNIT #108 UNIT #106 TYPE-C UNIT #104 up; TYPE-D UNIT #102 C TYPE -A Q Z W z 4 m TYPE -A TYPE-5 I BEDROOM BEDROOM I PRWPE °WLL ) m s I� H. LMNG/DIN[NG 1/2' BAT-1 1/2 LIVING/DINING B 4Ti LIVING t I ' MECH. 5TORr $ W S I t KITCHEN - KITCHEN g FT---- --- E I OB 3ATT1+ K[TCHEN -- KITCHEN - _�_ I T HDINING -� KIEN 12 DINING Q "�' 1iH I DINING Up ; =' I UP I k I I th B U DINING BATH ' ; K[TCHEN _= KITCHEN w - -- ; KITCHEN = __ __ KITCHEN VD - DININGgPN, BATH w Z - -- - -- i _r ---- ----- i QaLU a KITCHEN o KITCHEN �, ® z cc' Bft�RJ MECH. 1/2'' LIVING/DINING BATH 1/2 OATH' 1AT% 112 LIVING/DB [NING OATH IIVING/DINING 8`ORJ MECH. ®I LIVING/DINING �� LA. Uj UJ III °i A7 UNIT l UTYPE 59 UTYPE NIT 07 UTYPENIT 155 -- - ---- UTYPE-5NIT 3 UTYPE-NIT � °'1ci C TYPE tl LIVING LIVING } z ° C ~ �- - Q - GAS B © _ _ © C C L/ - - GA5 F'ecR Art:_ 4 m - - - - - - - It - 8'-5 3/4" 8'-5 3/4" 5'-3" 5'-01/2" 2' 4" 5'-11" 1-8' 4-51/2" 2'-4' '-012, 5'-O 1/2" 1 5'-01/2" 5'-01/2" 4" 5'-T' -0' '-0 5'-7' 6-01/2" 5'-3" 8'-5 3/4" L 8'-5 3/1 16'-it Vol 1 12' -11" 61- 1/2" 10'-1" 10'-1" 8'-11" 9-710' V2, 16'-11 12' '-61/2" 51/2 512' 51/2' 1T- 512 21'-11/2" 512 18' 512 21'-11 " 512 5 011-1 /2"17-91 51/2 512, 2'-0" 1 1 1 2 O a� 1 FIRST FLOOR PLAN BUILDING 'A' WW SCALE: 3 16 = 1 -O Rd p,{j 1 V �.a�-.. arse 's,..:�� cL.., PROJECT # 1303 rljL 172015 SHEET NUMBER City of So. Burlington 10A DATE:51812013 �a 1A 2A 3A 4A 6A 8A 9A 10 11A N M N 1 \ YT 21'-1 1 iB' 21'-11/2" 2t'-1 1/2 o � V-41/2' 1'$1/2 10'-31/2" 9-11" 6'-9 V2" 10- 1/2" 8-11" 10'-T' 17-21/2 -a 14'-8 51/2 5 V2" 3 V2' 51/2" 5 V2' 51/2 51/2' 51/2"- 5 V2 I 3 51/2' 31/2 51/2 512" p '-21/#' 5'- ' 5'-01/2" 101/2' 6-01/2 2'-1T' '-101/2' 6'-01 3 -01 4'-101/2" 5'-01 6'-01/ " 1d� 1/4' 6'-01/4" 6- W, 8'- 3/4" �- �.J --- - I. -------- - - - - - - - - - C NCI BEDROOM r 5EP�ZOOM N c BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM UN1T #201 t Z' q I TYPE-E 4tp z I, �rNDRLIVING Y DN ON ups a BATH --- Fr F - -_ - L N CLOSET W.LC, ------ W.I.C. i W s- LAUNDRY _ BEDROOM --'` LINEN LINEN K( HEN DINING -�-- BEDROOM I 5A LINEN BATH II l wro wro I D I t T W/D I W/D q > TH ib © f BA LINEN LINEN 5A INEN _ LINEN O BEDROOM O Z BEDROOM --�- BATH - - co o C ATTIC c� W.I.C. i ACCE55 1 W.I.C. ACCE55 L ACCESS W.C. C 0. D o D BATH --Er uj BATH ON DN N ® ri Lu uj L O Q I' BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM q u F C BEDROOM I BEDROOM > 0 A Q © N N © N O 8'-5 3/4" 8 -21/4" 5' 4 V2" 5'-01/2" 4'-10 V2" 5'-0112 , 2'-11" -10 V2 6-01/2" 5'-01/2" 5'-01/2' 6-01/2' 4-10 W' 6-0 1/0 6-01/2' t 4'-101/2" 6-01/2" 5'-3" 6'-21/4' 8'-5 3/4' T-61/2' 14'-8" 10'-31/2" 8'-11" 8'-81/2" 1d-1" " 10'-1" 8'-11" " 8'-11" td-3'/2" '-0' t4�_B'� T-61/2'. 5 V2' S V2" 31/2 512"j 1/2 51/2 61 51/2' 51/2 31/2 51/2' 51/2 s 17'- ' 21'-11 18 "1T- 2'-0' 1-101/2° 1 � 1 SECOND FLOOR PLAN BUILDING SCALE: PROJECT # 1303 SHEET NUMBER DATE: 5/8/2013 1A 2A 3A 4A 6A 8A 1 SH D LLannoNS ARREE 0 11A 3 9H6WN SHADED. ( SEE ROOF NOTES. I _ RIDGE VENT_ II SLOPE I I SLOPE - -- �J I n I I I 8/12 I 8112 11 SLOPE II IIII SLOPE 1IIII1�II 1II 1ILL1 BITUTHANE' ICE & WA NS III - SHIELD. LOCATIOAR sHary SHADED. (sue lIv1 �OOFNOTES.) - l o 'a < 3 llLta�l II I I I �� If L__JI 1t� - -- ------�---� 1 PE 1 11 N I I _ 11 N �11 L--� r--11 - _ - - - w I - B[TUTHANE' ICE & WATER r—_—_ Y _ 1' L1 V L r , jL q / SHIQpEy�Ly�DJ.SLADEDN(SAEREE to j)i-----�,F�-'i ROOFNOTE9. 2 =d DRAFFT5TO I I II Iq QZ I I t� I I III I I I J� I 11 I I III III L t-J� FROV(DEIATTIC NOTE: ALL PORCH ROOFS rII -J•-- Iy III �� FrF-------- �H-rrLF--_---_---�J-III1FLHI1 --_----_--i.�.1t --Tl [iL�-�-- ILrr '-Ih == �i7I1plt q 5 LOPE II - __- TO HAVE4/12SLOPE TYPICAL)IF-H71r7 r-Tr-71 -JI r�,r I I`L 1W2en2L_I SLOPE f-- --H _i4 I kl��Jl 0 ?RI EVErrr BEES; Rr 1[ I !I I I 11 11 II I I If I I if yl `� / _J z a o '1 [ /19 I 8YI2 �� I A II II II II ILO'E � SLOPE � J 1 / II II II 1 I 11 T 1 I M 8h2 a ♦ I h 11 1 SLOPE III it eLO�PE i i I I n I / tf3 I �II II� I II ♦ z + + 11 In li it 11 iLl ii + x II I I _ _ _ � gLd CL J z 9- LL C4 _ - -- UJ 'BINTH NE ICE &WATER 1 NO*E: ALL PORCH ROOFS SHI�LD LOCATIONS ARE TO HAVE 4/12 SLOPE SHOW?J APED. (SEE (TYP CAL) RODE NOTES. C9"El RIDGE VENT ( $EE ROOF NOTES ) 1 ROOF PLAN BUILDING 'A' z z ASPHALT SHINGLES OVER 15# BITUMINOUS FELT UNDERLAYMENT.ROOF TRUSS S z PROVIDE "THANE"' ICE & WATER PROPER -VENT ABOVE 0 BTTU SHIELD. 24" MIN. FROM SAVE. BLOCKING TO INSURE AIRFLOW DRAFTSTOPPING NOTES STANDING SEAM ROOF ROOF 5-IEATHING ,, S RIDGE VENT ( WHERE REQUIRED) GALV. LOOSE -FILL INSUL ANY CONCEALED COMBU570LE SPACE IN WHICH BUILDING MATERIALS HAVE A FLAME SPREAD O OR DRIP Epp INDEX GREATER THAN CLASS A ARE EXPOSED SHALL BE DRAFTSTOPPED AS FOLLOWS: SHINGLEVENT 1I BY AIR VENT N ATTIC (R-38 MIN) MODEL # SHFV'203,18' WIDE HURRICANE CLIP 1. EVERY T E TO AND INTERIOR WALL AND PARTITION SHELL BE "IRESTSUPPORT FOR AT EACH FLOOR OR EQUAL (WHERE REQUIRED) SOFFIT AND FASCIA LEVEL, AT THE TOP STORY CEILING LEVEL, AND AT THE LEVEL OF SUPPORT FOR ROOFS. 2. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUBDIVIDED BY DRAFTSTOPS INTO AREAS NOT 18"TYP.ROOF OVERHANGS 1/' s G.W.B. TO IXGEED 3000 SQUARE FEET, CON111440�PERF�ATED 3 ANY CONCEALED SPACE BETWEEN THE CEILING AND THE FLOOR OR ROOF ABOVE SHALL BE VINYL SSOOFF VENNTT ORAFT5TOPPEO FOR THE FULL DEPTH OF THE SPACE ALONG THE LINE OF SUPPORT FOR 7HE - s + + + - SIDING OVER AIR FLOOR OR ROOF 9TRUC7JRA- MEMBERS AND, IF NECESSARY, AT OTHER LOCATIONS TO FORM INFILTRATION BARRIER CAULKING OR SEALANT AREAS AND SO EX 6QUA� SQUARE AN T FOR CANY SPACE EN -THE CEILINGTHE AND LINGROOAND a + + + + WALL SHEATHING THESE DRAFTSTOPPING REQUIREMENTS ARE NOT REQUIRED WHERE ANY OF THE FOLLOWING CO nTYPICAL OVERHANG @ EAVE ARE MET: SCALE: I" s 1'-0"" SYSTEM WHHEREERE THE HE SPACE I$ PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER. SYSTEM IN ACCORDANCE VVI1T-I $ECTON 9.7. � 2. WHERE CONCEALED 9PACE9 SERVE AS PLENUMS. ROOF NOTES 3. WHERE THE INSTALLATION 15 AN EXISTING INSTALLATION PROJECT # 1. ROOF OVERHANGS 0 EAVES, RAKE, ETC. SHALL BE 16' BEYOND FACE OF L7CIERIOR WA_L. DRAFTS-OPPING MATERIALS SHALL BE NOT LESS THAN 12 INCH THICK GYPSUM BOARD, 1.303 ( UNLESS OTHERWISE NOTED) 15/32 INCH THICK PLYWOOD, OR OTHER APPROVED MA7ERIAL5 THAT ARE ADEQUATELY RIDGE VENT DETAIL 2. WATERPROOF UNDERLAYMENT. I.E.,"II ICE AND WATER SHIELD, OR EQUAL, SHALL BE SUPPORTED. SHEET NUMBER 2 APPLIED TO ROOF DECK AT VALLEYS AND EAVES. COVER ROOF DECK FROM THE INTEGRITY OF ALL DRAFTSTOPS SHALL BE MAINTAINED. SCALE: NONE EAVES BACK AT LEAST 24 INCHES. COVER VALLEY5 AT LEAST 24 INCHES EACH S;DE. 3. PROVIDE CONTINUOUS RIDGE VENTS AT ALL PITCHED ROOFS. ( MAIN AND DORMER ROOFS) NFPA 101, W12 EDITION, SECTION 8.6.11 - CONCEALED SPACES AND DRAFT5TOP5 4. PROVDE CONTINUOUS SOFFIT VENTS AT ALL EAVE OVERHANGS. ( SEE DETAIL THIS SHEET. ) U 5. PROVIDE ACCESS TO AREA IN ATTICS WHERE CLEAR HEIGHT [5 OVER 30' WITH AN OPENING NOT LESS THAN 22' X 30' City ®f So. Bm: DATE: 5/8j2013 /\ umwnuml. � No Text �nBUILDING SECTION NO'E: BUILDING GROUND REQUIREMENT: AN ELECTRODE ENCASED IN AT LEAST 2" OF CONCRETE LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT 15 IN DIRECT CONTACT NTH THE EARTH. THE ELECTRODE MJ5T BE NO SMALLER THAN 4 AWG AND NOT EXTEND LESS THAN 20 FT OF BARE COPPER WIRE SIDE VIEW .. 4, AING COPPER CANOUClOR• J YPICAL 12�INFORCII�G,BARB 2 BUILDING GROUND DETAIL I FIRESTOPPINO NOTES I THE CONTRAC"OR SHALL INSURE THAT ALL TRADES INVOLVED IN THE WORK PROVIDE FIRES-OPPING TO SEA. ANY AND A-.- PENETRATIONS, OPENINGS AND V0105 IN, AROUND OR BETWEEN FIRE RATED ASSEMBLIES. NOTE: FIRE AND DRAFT STOPPING SHALL NOT BE CONCEALED FROM VIEW PRIOR TO BEING INSPECTED AND APPROVED. FIRESTOPPING SHALL COMPLY WITH GOVERNING CODES SO THAT THE REQUIRED RATING OF AN A55EM13LY 15 NOT REDUCED OR ELIMINATED BY PENETRATIONS. IN GENERA FIRFSTOPPING 15 REQUIREO WHEREVER: o PENETRATIONS OCCUR THROUGH FIRE RESISTANCE RATED ASSEMBLIES BY BUILDING SERVICE L'NES SUCH AS PIPING, DUCTWORK, CONDUIT, ETC. . JOINTS OCCUR IN OR VOIDS/GAPS OCCUR AROUND FIRE -RATED ASSEMBLIES. . AIR PASSAGES ARE CONCEALED OR PASS VERTICALLY THROUGH FLOORS, SUCH AS SHAGTS, CEILING PLENUMS AND MECHANICAL, ELECTRICAL, POWER AND COMMJNICAT.ON CHASES. CONCEALED SPACES WITH DRAFTSTOPPING EVERY 3DOO SQUARE FEET UNLF55 THE BUILDING 15 5PRINKLEREO. PLENUMS CONCEALED WITHIN A FLOOR ASSEMBLY MUST BE FIRE51OPPEO OVER/UNOER PERMANENT WALLS AND OTHERWISE TO LIMIT C-FAR-OPEN SPACES T0100 SQUARE FEET. NOTE: ANY AND ALL PENETRATIONS THAT PA55 THROUGH A RATED ASSEMBLY MUST BE FIRE STOPPED BY MEANS OF A LISTED A55EM5LY TO STOP THE SPREAD OF HEAP AND SMOKE PER NFPA 101: 855 (2012 EDITION) CUT SHEETS MUST BE SJBMITEO TO THE DIVISION OF FIRE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. NOTE: F(REBLOCKING. IN COMBUS"IBIE CONSTRUCTION FIREBLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENIN65 (DOTH VERTICAL AND HORIZONTAL AND SHALL FORM AN EFFECTIVE BAR. BETWEEN FLOORS.BETWEE A TOP STORY AND A ROOF OR ATTIC SPACE. INTERNATIONAL BJILDING CODE 2012 EDITION, SECTION 718) NOTE: AIR CONOITIOMNG, HEATING, VENTILAT(ONG DUCTWORK. AND REIA-ED EQUIPMENT SMALL BE IN ACCORDANCE WITH NFPA 90A, STANDARD FOR THE INSTAL' AT,ON OF AIR{ONOITIONING AND VENTILATING SYSTEMS, OR NFPA 908, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS, AS APPLICABLE, UNLESS SUCH INSTALLATIONS ARE APPROVED EXISTING INSTALLATIONS, WHICH SHALL BE PERMITTED TO BE CONTINUED IN SERVICE (NFPA 101. 2012 EDITION. SECTION 92) CLOTHES DRYERS SHALL BE EXHAUSTED IN ACCORDANCE NTH THE MANUFACTURERS INSTRUCTIONS. EXHAUST DUCTS SHALL NOT PENETRATE OR BE LOCATED WITHIN ANY 1IRE 5MQNG, DRAFT STOPPING. OR ANY OTHER FIRE RATED ASSEMBLY UNLESS SUCH OUC' 15 CONSTRUCTED OF 26 GAJGE GALVANI7ED ROJND STEEL (INTERNATIONAL MECHANICAL CODE SEEnON 604.1-504.6 ) TENANT SEPARATION WALLS MUS` BE 1 HOUR -IRE RATED AND BE CONTINUOUS FROM FLOOR SLAB TO UNDERSIDE OF CEIL'NG ABOVE ( INTERNATIONAL BJI-DINO CODE. 2012 EDITION SECn014 708. ) DRAFTSTOPPING NOTES 1. DRAFTSTOPFING MATERIALS SHALL BE NOT LESS THAN 1/2 INCH GYP. BD., 3/5 INCH PLYWOOD, OR OTHER MA'ERIAIS ADEQUATELY SUPPORTED. 2. ATTIC ACCESS PANELS SHALL BE P40V1DED AT THE SECOND FLOOR CEIUNG TO ALLOW ACCESS TO EACH INDIVIDUAL ATTIC COMPAR'MENT SEPARATED BY DRAFTSTOPS. NOT=: ONLY PIPING INCLUDING SPRINKLER PIPING , CONDUIT AND MECHANICAL 0CI TEA EQUIPMENT A55WITH THE ELEVATOR MACHINE ROOM MAY PENETRATE AND ENTER MACHINE ROOM. BUT NOT PASS THROUGH IT. (ANSI A17101.2b) ALL BUILDINGS CONTAINING "TRUSS CONSTRUCTION" ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE PERMANENTLY AFFIXED AT A HEIGHT OF 4 FT ABOVE THE GROUND LOCATED AT THE LEFT SIDE OF THE MAIN ENTRANCE. OR AT THE LOCATION OF THE REMORE FIRE ALARM ANNUNCIATION PANEL. THE SIGN SHALL BE TRIANGULAR IN SHAPE AND MEASJRING 12 INCHES HORIZONTALLY AND 6" VERTICALLY AND OF A CONTRASTING C0..04 TO THE BACKGROUND CONTAINING THE LETTER R FOR TRUSS ROOF. THE BUILDING SHAL- HAVE ADDRESS NUMBERS PLACED IN A POSITION TO BE PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. TI-E NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. (NFPA 1, 2012 EDITION) JUL 17 201F. City of So. Burlington f 0 z J m X w J fL i N a-1 L11 J F— D O SHEET NUMBER DATE: 5/8/2013 16'-111/2" 1' 612' 14'-S 2'-0 10' 1" 911" 5 Vol N� 512 5 V2" 312 51/z" 51/2" 10-1" iG-1" '-5 /4" 6'-21/4" 6-01/2 5-01/2" 2'-O" OLVI 1'-0" 3 VOL J +� 6-0 V2' L 5-01/2' 4'-01/2' 6'-01/2" I Oth ® F/ LIVING O ® W 4 BEDROOM + O O ---- c 55— " B m c BEDROOM BEDROOM N O6-1 V2'LL3'-S" 4' OLL5-8 V2' UNDR Sp ® 3 V2' 31/2, 31 r"! Z CD tb SD u h ® F © 2'2" D"S fNI NGa' O sv C O O OE I t BA 3-z 12° 3 311 z B B c asFr N = o FE 9 r a 312' ©SSTTOCH W.:.� SD O O $ c _ -- 4 d -----j NEN ON s > 3 BEDROOM m _L_ _-- ___ Q It KITCHEN ---- I� 2-� b " F O 6' T-B" Ci I 1 I ' I i9 I " I 16-8" �� 3'-2' 10'-1 1/2" '-11 12" 3'2" 3'-Z. LN07E: PROVIDE 2K8 W 71 '-51 312' 312 r 51/2 3 1/2" 31/2 51/2" 3 W'- 31/2" r z 1 1ST FLOOR PLAN - UNIT TYPE 'A' 2 2ND FLOOR PLAN - UNIT TYPE'A° 1STIFLOOR PLAN - UNIT TYPE W 4 2ND FLOOOR PLAN - UNIT TYPE W 1014'L L6'-912" z z '-01/Z, 25 5 V2' S'-01/2"-01/2" 4'-9 5' 1 -01 A, g 0.m LU c Z r z ® F w_ I ® N , LMNG CD ILu � D a t] � °- g G 5YMB0L LEGEND X z PHOTOELECTRIC -ONLY SMOKE ALARMS ARE REQUIED -0 BE INSTALLED D � Q$ _ IN THE VICINITY OF ANY BEDROOM AND ON EACH LEVEL OF A DWELLING, O ® INCLUOING THE BASEMENT. ALARMS MUST BE HARO-WIRED INTO THE Kry _ m HOME ELECTRICAL SYSTEM, AND MUST ALSO HAVE A BATTERY BACKUP. DINING INSTALL SMOKE ALARMS IN EACH BEDROOM FOR ADDITIONAL PROTECTION o T -2" 3'-5 V2" AND INTERCONNECT SMOKE ALARMS TOGETHER 50 IF ONE 5OUN05 AN ^ ko WALL BELOW 312' 5D ALARM, THEY ALL SOUND AN ALARM. MOUNT SMOKE ALARMS ON FLAT COUNTER CEILINGS NO CLOSER THAN 4" FROM THE ADJOINING WALL SURFACE ® FE N MOUNT SMOKE ALARMS ON WALLS NO CLOSER THAN 4', AND NOT ? n FURTHER THAN 12', FROM THE ADJOINING CEILING SURFACE. DO NOT C TOR E/ In INSTALL A SMOKE ALARM WITHIN 36" OF A CEILING SUSPENDED FAN, �i --- MECH, A SUPPLY REGISTER OR THE DOOR TO THE BATHROOM OR KITCHEN. PER 2012, VERMONT FIE AND BUILDING SAFETY CODE: NFPA 1,13.6.5Z.1.1 VISITABLE [ACT 881 NOTES: I Q c PORTABLE FIRE EX'INGUISHERSo PORTABLE FIRE EXTINGUISHERS INSIDE I INDIVIDUAL APA"-:Nl OR CONDO UNITS SHALL BE PERM:TED TO BE KITCHEN --- 2-12 POUND DRY CHEM'CAL CAPACITY. VI57A5_E -ACT 65 - A COMBINATION OF ACGE551B_E AND ADAPTABLE ELEMENTS FOR ALL DWELLING UNIT5 ESTABLISHED F CARBON MONOXIDE (GO) DETECTORS SHALL BE INSTALLED OUTSIDE OF UNDER ACT W. SIGNED IN TO AW APRI_ 27, 2000 INCLUDING: I EACH SEPARATE 5LEEPING AEA IN THE IMMEDIA-E VICINITY OF THE AT LEAST ONE FIRST FLOOR EXTERIOR DOOR THAT IS AT ; © BEDROOMS FOR ALL MULTI -FAMILY DWELLINGS. AN ADDITIONAL CO NZT 36 INCHES WIDE. j CD q F E -BURNING APPLIANCE. CO DETECTORS TO BE OR SHALL BE INSTALLED IN ANY SLEEPING �STALLED IM THAT N CONTAINS FIRST FLOOR INTERIOR DOORS BETWEEN Rooms THAT ARE - -® - - - ACCORDANCE WITH NFPA 720. CO DETECTORS SHAL_ 3E DIRECTLY LEAST 34 INCHES WIDE OR OPEN DOORWAYS THAT ARE AT � 17 Lim WIRED TO A NON -DEDICATED ELECTRICAL BRANCH CIRCUIT FOR LEAST 32 INCHES WIDE WITH THRESHOLDS THAT ARE LEVEL, THE BUILDING WITH BATTERY BACK-UP. RAMPEDI R BEVELED. PROTECT k /� �3 INTERIOR HALLWAYS THAT ARE LEVEL AND AT LF_AS736" WIDE 1303 COMBINANV I G5 ®ENVIRONMENTAL AND UTILITY CONTROLS AND OUTLETS THAT SHEET NUMBER T-0 11 12" 3'-2" 5'-0 �1,-ev]3'-03-2' 3-2' GENERAL ARE LOCATED AT HEIGHTS THAT ARE WITHIN 15" TO 48" OFF 5 Vz' 312' 312" 51/2- 31/z, 3 V2- 312" -ION PHOTOELECTRIC SMOKE AND CARBON MONOXIDE ((CO)) ALARMS THE FLOOR FOR FRONT REACH LIMITS AND 9' AND 50W FOR SIDE ARE ACCEPTABLE FOR NEW IN5TALLATON5 OR REPLACEMENTS. COC INATON REACH LIMITS. SMOKE ALARMS THAT INCLUDE IONIZATION AND PHOTELEMC 5EN5OR5 IN ® REINFORCEMEN-5 IN BATHROOM WALL5 TO AL -OW LATE 5 1ST FLOOR PLAN - UNITTYPE'C' 6 2ND FLOOR PLAN - UNITTYPE'C' THE OR SAME STALL N ONOFGRABBARS EAROUND THE TOILET, TUB, SHOWER STALL AND SHOWER SEAT. WHERE SUCH FAG(GTES ARE PROVIDED. DATE:518/2013 III �\iiJl '= O ' H !� JD, ELECTI2[CAL FIXTURE LEGEND IlIlIl FAN AND LIGHT COMBINATION FIXTURE CABLE AND DATA OUTLET QE EXTERIOR RECESSED LIGHTING FDf1UE INTERIOR ECESSED LIGHTING FIXTURE © PENDANT LIOHTNO FIXTURE ® SURFACE MOUNTED LIOHTNO FIXTURE Q UNDER CABINET LIGHTING FIXTURE WALL MOUNTED LIGHTING FIXTURE F � 3ATHROOM FAN AND LIGHT City of So. Burlingt®n (USNTPE'D' AT 1ST FLOOR (ACCESSIBLE UNIT) Q • l / r S 1- ACCE5501LITY NOTES THE PUBLIC AND COMMON USE AREAS ARE READILY ACCESSIBLE TO AND U5EA5UE BY HANDICAPPED PERSONS. ALL THE DOORS DESIGNED TO ALLOW PA55AGE INTO AND WITHIN ALL PREMISES ARE SUFFICIENTLY WIDE TO ALLOW PASSAGE BY HANDICAPPED PERSONS IN WHEELCHAIRS. ALL PREMISES WITHIN THE COVERED MUL'IFAMILY DWELLING UNITS CONTAIN THE FOLLOWING FEATURES OF DESIGN: AN ACCESSIBLE ROUTE INTO AND THROUGH THE COVERED DWELLING UNIT. LIGHT SWITCHES, ELECTRICAL OUTLETS. THERMOSTATS, AND OTHER ENVIRONMENTAL CONTROLS IN ACCESSIBLE LOCATIONS. PROVIDE REINFORCEMENT IN SHOWERS AND AROUND TOILETS AS REQUIRED FOR FUTURE WSTALLATON OF GRAB BARS. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4" IN HEIGHT. - HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON ACCE55IM E DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING OR GRASPING OF THE WRIST TO OPERATE (LEVER - TYPE HARDWARE 15 MOST PRACfiCAL) AT LEAST ONE FIRST FLOOR BATHROOM MUST MEET THE FOLLOWING CRITERIA: THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM AND 18 INCHES MAXIMUM FROM THE 51DE WALL OR PARTITION. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 15 INCHES MINIMUM AND 18 INCHES MAXIMUM, MEASURED TO THE TOP OF THE SEAT. CABINETRY SHALL BE PERMITTED UNDER LAVATORIES AND KITCHEN SINKS PROVIDED THAT ALL OF THE FOLLOWING SHALL BE PROVIDED: A. THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE FIXTURE. B. THE FINISH FLOOR EXTENDS UNDER THE CABINETRY; AND C. THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRON' OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES MAXIMUM ABOVE-HE'INISH FLOOR OR GROUND. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES OR SINKS. - FAUCETS MUST BE LEVER TYPE MIRROR MUST BE NOT MORE THAN 4C' ABOVE FLOOR LEVEL PROVIDE ACCESSIBLE COMPLIANT TUB SEAT 0 BATHTUB KITCHENS SHALL COMPLY WITH THE FOLLOWING CRITERIA: AT LEAST ONE 30 INCH WIDE MINIMUM SECTION OF COUNTER SHALL PROVIDE A KITCHEN WORK SURFACE SHALL HAVE A CLEAR FLOOR SPACE BELOW -HE WORK SURFACE. NOTE CABINETRY SHALL BE PERMITTED UNDER THE KITCHEN WORK SURFACE PROVIDED ALL OF THE FOLLOWING CONDITIONS ARE MET: A. THE CABINETRY CAN BE REMOVED WITHOUT THE REMOVAL OR REPLACEMENT OF THE KITCHEN WORK SURFACE; B. THE FINISH FLOOR EXTEN05 UNDER THE CABINETRY; AND C. THE WALLS BEHIND AND SLRROUNDING THE CABINETRY ARE FINISHED. THE KITCHEN WORK SURFACE SHALL BE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE WORK SURFACE COUNTERS. CABINETRY SHALL BE PERMITTED UNDER LAVATORIES AND KITCHEN SINKS PROVIDED THAT ALL OF THE FOLLOWING SHALL BE PROVIDED. A. THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE FIXTURE. M THE FINISH FLOOR EXTENDS UNDER THE CABINETRY; AND C THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. - WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL 8E NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES OR SINKS. - COMBINATION REFRIGERATORS AND FREEZER SHALL HAVE AT LEAST 50 PERCENT OF THE FREEZER SPACE 54 INCHES MAXIMUM ABOVE THE FINISH FLOOR. LOWEST SHELF AT KITCHEN WALL CABINETS TO BE 46" A.F.F. (MAX.) FOR SIDE REACH ACCE5515IL11Y NOTES (FOR UNITS REQUIRED TO HAVE COMMLNICATION FEATURES) WHERE A BUILDING FIRE ALARM SYSTEM 15 PROVIDED, THE SYSTEM WIRING SHALL 9E EXTENDED -0 A POINT WITHIN THE RESIDENTIAL DWELLING UNIT IN THE VAC[NITY OF THE RESIDENTIAL DWELLING UNIT SMOKE DETECTION SYSTEM. ALL VISIBLE ALARM APPLIANCES PROVIDED WTHIN'HE RESIDENTIAL DWELLING UNIT FOR BUILDING FIRE ALARM NOTIFICATION SHALL BE ACTIVATED UPON ACTIVATION OF THE BUILDING FIRE ALARM IN THE PORTION OF 'HE BUILDING CONTAINING THE RESIDENTIAL DWELLING UNIT. - RESIDENTIAL DWELLING UNIT SMOKE DETECTION SYSTEMS SHALL COMPLY WITH NFPA 72. ALL VISIBLE ALARM APPLIANCES PROVIDED WITHIN THE RESIDENTIAL DWELLING UNIT FOR SMOKE DETECTION SHALL BE ACTIVATED UPON SMOKE DETECTION. A HARD -WIRED ELECTRIC DOORBELL SHALL BE PROVIDED. A BUTTON OR SWITCH SHALL BE PROVIDED OUTSIDE THE RESIDENTIAL DWELLING UNIT PRIMARY ENTRANCE ACTIVATION OF THE BUTTON OR SWITCH SHALL INITIATE AN AUDIBLE TONE AND VIS;9LE SIGNAL WITHIN THE RESIDENTIAL DWELLING UNIT. WHERE VISIBLE DOORBELL SIGNALS ARE LOCATED IN SLEEPING AREAS, THEY SHALL HAVE CONTROLS TO DEACTIVATE THE SIGNAL A MEANS FOR VISUALLY IDENTIFYING A VISITOR WITHOUT OPENING THE RESIDENTIAL DWELL;NG UNIT ENTRY DOOR SHALL BE PROVIDED AND SHALL ALLOW FOR A MINIMUM 180 DEGREE RANGE OF VIEW. NOTE: IN DOORS, PEEPHOLES THAT INCLUDE PRISMS CLARIFY THE IMAGE AN5 SHOULD OFFER A WIDE-ANGLE VIEW OF THE HALLWAY OR EXTERIOR FOR BOTH STANDING PER90NS AND WHEELCHAIR USERS. SUCH PEEPHOLES CAN BE PLACED AT A STANDARD HEIGHT ADN PERMIT A VIEW =ROM SEVERAL FEET FROM THE DOOR ELECTRICAL FIXTURE LEGEND IlIlIlIl FAN AND LIGHT COMBINATION FIXTURE U ® CABLE AND DATA OUTLET © EXTERIOR RECESSED LIGHTING FIXTURE INTERIOR RECESSED LIGHTING FIXTURE © PENDANT LIGHTING FIXTURE © SURFACE MOUNTED LIGHTING FIXTURE 0 UNDER CABINET LlOH71NO FIXTURE WALL MOUNTED LIGHTING FIXTURE BATHROOM FAN AND LIGHT SYMBOL LEGEND PHOTOELEC1RIC-ONLY SMOKE ALARMS ARE REQUIRED TO BE INSTALLED IN THE VICINITY OF ANY BEDROOM AND ON EACH LEVEL OF A DWELLING, INCLUDING THE BASEMENT. ALARMS MUST BE HARD-WRED INTO THE HOME ELECTRICAL SYSTEM, AND MUST AL50 HAVE A BATTERY BACKUP. INSTALL SMOKE ALARMS iN EACH BEDROOM FOR ADDITIONAL PROTECTION ®AND 'NTERCONNECT SMOKE ALARMS TOGETHER 50 IF ONE SOUNDS AN S ALARM, THEY ALL BOUND AN ALARM. MOUNT SMOKE ALARMS ON FLAT CEILINGS NO CL05ER THAN 4" FROM THE ADJOINING WALL SURFACE MOUNT SMOKE ALARMS ON WALLS NO CLOSER THAN 4", AND NOT FURTHER THAN 12", FROM THE ADJOINING CEILING SURFACE DO NOT INSTALL A SMOKE ALARM WITHIN 36" OF A CEILING SUSPENDED FAN, A SUPPLY REGISTER OR THE DOOR TO THE BATHROOM OR KITCHEN. PER 2012, VERMONT FIRE AND BUILDING SAFETY CODE: NFOA 1,136b3.1.1 FE INDIVIDUAL DUAL APARTMENT OR OR CONDRS:O UN UNITS SHABLE FALL BFE PERMITTED TO BERS I� 2-1/2 POUND DRY CHEMICAL CAPACITY. CARBON MONOXIDE (COl DETECTORS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS FOR ALL MULTI -FAMILY DWELLINGS. AN ADDITIONAL CO CD DETECTOR SHALL BE INSTALLED IN ANY SLEEPING ROOM THAT CONTAINS A FUEL -BURNING APPLIANCE CO DETECTORS TO BE INSTALLED IN ACCORDANCE WITH NFPA 720. CO DETECTORS SHALL BE DIRECTLY WIRED TO A NON -DEDICATED ELECTRICAL BRANCH CIRCUIT FOR THE BUILDING WITH BATTERY BACK-UP. GENERAL NOTES 1. COMBINATION PHOTOELECTRIC SMOKE AND CARBON MONOXIDE (CO) ALARMS ARE ACCEPTABLE FOR NEW INSTALLATIONS OR REPLACEMENN�TS. of SMOKE ALARMS THAT INCLUDE IONIZATION AND nlOTELECTRIC SENSORS IN THE SAME ALARM ARE NOT PERMITTED TO BE USED FOR NEW INSTALLATONS OR REPLACEMENTS. ,j ij L. 1 1 Y�we i�Y 1303 SHEET NUMBER DATE: S/8/2013 WINDOW SCHEDULE 0 GENERAL NOTES 1=17111al onu 11 6 4' —VINYL VINYL BUILDER'S GRADE DOUBLE- DOUBLE - GRADE DOUBLE- _ HUNG WNDOW Q HUNG WINDOW WITH ENERGY WITH ENERGY STAR NORTHERN STAR NORTHERN GELAZ ISIG BY GLAZING N Y 1WINDOW TYPE - A SCALE: FIBERGLASS ENTRY DOOR SYSTEM 9Y THERMATRU DOORS'. CLASIC-CRAF' LITE MAN 2 PANEL, FLAMERIUSH GLAZED 3 LITE. 3'-0"xa-8" 1 _ VINYL BUILDER'5 GRADE OOJBLE- HUNG WINDOW WITH ENERGY STAR NORTHERN GLAZING BY JELD WEN' j2'-0" VINYL BUILDER'S GRADE DOUBLE - HUNG WINDOW WITH ENERGY STAR NORTHERN GLAZING BY 'JELD WEN' 2 SCALE: WINDOW TYPE - B 3 WINDOW TYPE - C WINDOW TYPE - D 21/4' 21/4" 13/8" TH. NON -RATED N HOLLOW CORE DOOR W/ 2-PANEL MOLDED HARDBOARD FACE PRE -HUNG FRAMED UNIT W/ 21/4" FINE COLONIAL CASING 21/4"- 2'-e' 21/4" 1 3l8" TH. NON -RATED N HOLLOW CORE DOOR W/ 2-PANEL MOLDED HARDBOARD FACE El PRE -HUNG FRAMED UNIT W/ 21/4" PINE COLONIAL CASING 21/4" 21/4" 13/8" TH. NON -RATED N HOLLOW CORE DOOR W/ 2-PANE MOLDED HARDBOARD FACE. PRE -HUNG FRAMED UNIT W/ 2114' PINE COLONIAL CASING DOOR TYPE - A 6 DOOR TYPE - B DOOR mTYPE - C 8 DOOR TYPE - D Z SCALE: 1 4 = 1 -0 21/4"— 21/4' 21/4" 21/4" 2 V4" 21/4" 13/8" TH. NON -RATED 13/8" 1H. NON -RATED 13/8" T-I. NON -RATED N HOLLOW CORE DOOR W/ N HOLLOW CORE DOOR W/ N HOLLOW CORE DOOR W/ 9 241ANEL MOLDED 2-PANEL MOLDED 2-PANEL MOLDED (b HARDBOARD FACE Ip HARDBOARD FACE i0To HARDBOARD FACE E1 2 VW PINE COLONIAL-iUNG FRAMED UNIT W/ CASING ® ® 21 4 LNG FRAMED OXDNALNIT �WNG 214" PRE COLONIAL FRAMED NCASING 1-3/4" THICK, 60 WIN. RATED f FLUSH HOLLOW METAL DOOR 60 MIN. RATED HOLLOW \ METAL FRAME Al �\ 9 DOOR TYPE - E -n DOORSCALE: 1/4"�TYPE - F 8 DOOR-D TYPE - G OOO�R¢TTYPE - H COVER 050 SHEATHING NTH HOUSEWRAP i i CUT A MODIFIED "I" CUT :N HOIISEWRAP i FOLD HOUBEWRAP ABOVE HEADER, TEMPORARILY SECURE IN HOJBEWRAP OR NG O O O MECHANICALLY UN5ECURE AND FOLD APPLY FLASHING FASTEN HEAD HOU55MIl OVER OVER NAILING FLANGE FLASHING AT TOP HEAD FLASHING. SEAL INStALLWNDOWPWMB. ATWNDOWJAM55 CORNERS WITH EATHERA °IETIVE LEVEL, AND SQUARE PER MANUFACTURERS INSTALL FLASHING l INSTRUCTIONS OVER THE NNlX1W HEAD �\ f 0 1 WINDOW AND FLASHING INSTALLATION NOTES: NOTE: PROVIDE SAME FLASHING DETAIL FOR DOOR HEAD AND JAMB5. 1. INSTALL WINDOW PER MANUFACTURER'S RECOMENDATION. 2. INSTALL SIDING AND FLASHING BELOW WINDOW PER MANUFACTURER'S RECOMENDATION. 3. THESE SAME STEPS CAN BE USED FOR OTHER ACCESSORY OPENINGS (I.E. DOORS, LOUVERS, ELECTRICAL AND MECHANICAL PENETRATIONS, ETC.) SECONDARY MEANS OF ESCAPE - OUTSIDE WINDOWS I OUT5IDE W. NDOW OR DOOR OPERABLE FROM THE :N5DE, WITHOUT THE USE OF TOOLS, KEYS, OR SPECIAL EFFORT, THAT PROVIDES A CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET, WITH "HE W OTH NOT LEBO THAN 20 INCHES, THE HEIGHT NOT LESS THAN 24INCHEB, AND THE BOTTOM OF THE OPENING NOT MORE THAT 44 NCHES ABOVE THE FLOOR, WITH SUCH MEANS OF ESCAPE ACCEPTABLE, --WADED THAT ONE OF THE FOLIAWING CRITERIA 15 MET: A. THE WINDOWS WITHIN 20 FEET OF THE FINI5HED GROUND LEVEL B. THE WINDOW IS DIRECTLY ACCESSIBLE TO FIRE DEPARTMENT REBCJE APPARATUB, AS APPROVED BY THE AUTHCRI-Y HAVING JURI5DICTION. C. THE WINDOW OR DOOR OPENS ONTO AN EXTERIOR BALCONY. NFPA 101. 2012 EDITION, SECTION 3222.3 1. WALL THICKNE66ES MAY VARY ON H.M DOOR FRAMES DETAL-S. DOOR SUPPLIER SHALL SUBMIT SHOP DRAWINGS FOR REQUIRED FRAME DEPTH PRIOR TO FABRICATION 2. RATED DOORS SHALL ONLY BE INSTALLED IN RATED FRAMES - ALL COMPONENTS RRSppHALL BE PERMANENTLY QQLABELED BY MANUFAC-JRER. 3 CONGTRACTOR BHAL ZF VVERIFYIP�AL RR.MAY B 13Y BRAND MOP TO FRRAAMING. MANUFACTURER 4. MINIMUM THERMAL PERFORMANCE FOR ALL NNOOW5: MAXIMUM U-FACTOR OLIO. 5. MINIMUM THERMAL PERFORMANCE FOR ALL DOORS: MAXIMUM U-FACTOR BELOW 030. STAIR AND HANDRAIL DETAILS WOOD TREAD & RISER CON5T. PER STAIR FABRICATOR'S STANDARDS TO COMPLY W/ CODE 2X4 TOE STRIP & STRINGER - ANCHOR PLATE 1 ' "READ (MIN.1 NEW STAIR REQUIREMENTS -WITHIN DWELLING UNITS Y#' NOSING TYR DIMENSIONAL CRITERIA FEATURE FEE`/INCHE5 MAXIMUM HEW OF RISERS 7-3/4 INCHES MINIMUM HEIGHT OF RISERS 4 INCHES MNMUM TREAD DEPTH 10 INCHES MINIMUM HEADROOM 6 Fr INCHES MAXIMUM HEIGHT BETWEEN LANDINGS 12 FEET VERWNT 2012 FIRE AND BUILDING 6AFE"Y CODE LOWER LANDING DETAIL 1 1/2" O.D. WOOD HANDRj METAL WALL BRACKETS (SEE NOTE ABOVE) WALL 1/2" G.W.B. ® UNDERSIDE OF STAIRS & LANDINGS W/ PAINT FINISH (TYP.) TOP 3 TYPICAL HANDRAIL DETAIL _ Y � � h 1a' N. I nTYPICAL STAiR DETAIL. NOTE: STAIRS AND RAMPS SHALL HAVE HANDRAILS ON BOTH SIDES, EXCEPT EXISTING STAIRS, EXISTING RAMPS, STAIRS WITHIN DWELLING UNITS AND WITHIN GUEST ROOMS, AND RAMPS WITHIN DWELLING UNITS AND GUEST ROOMS WHICH SHALL BE PERMITTED TO HAVE A HANDRAIL ON ONE 51DE ONLY. REQUIRED GUARDS AND HANDRAIL5 SHALL CONTINUE FOR THE FULL LENGTH OF EACH FUGH' OF STAIRS. AT TURNS OF NEW STAIRS, INSIDE HANDRAILS SHALL BE CONTINUOUS BETWEEN FLIGHTS AT LANDINGS. NEW HANDRAILS ON STAIRS SHALL BE NOT LE55 THAN 34INCHES, AND NOT MORE 38 INCHES, ABOVE THE SURFACE OF THE TREAD, MEASURED VERTICALLY TO THE TOP OF THE RAIL FROM THE LEADING EDGE OF THE TREAD. HANDRAILS SHALL INCLUDE ONE OF THE FOLLOWING FEATURES: 1. CRO65 SECTION NTH AN OUTSIDE DIAMETER OF NOT LESS THAN 11/4 INCHES AND NOT MORE THAN 2 INCHES. 2. SHAPE THAT IS OTHER THAN CIRCULAR NTH A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES, BUT NOT MORE THAN 6 1/4 INCHES, AND NTH THE LARGEST CRO55- SECTIONAL DIMENSION NOT MORE THAN 2 V4 INCHES, PROVIDED THAT GRASPABLE EDGES ARE ROUNDED 50 AS TO PROVIDE A RADIUS OF NOT LESS THAN 1/5 INCHES. NEW HANDRAILS SHALL BE CONITINUOU5LY GRASPABLE ALONG THEIR ENTIRE LENGTH. NEW HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR FLOOR OR SHALL TERMINATE AT NEWEL POSTS. IN OTHER THAN DWELLING UNITS, NEW HANDRAILS THAT ARE NOT CONTINUOUS BETWEEN FLIGHTS SHALL EXTEND HORIZONTALLY, AT THE REQUIRED HEIGHT, NOT _ESS THAN 12 INCHES BEYOND THE TOP RISER ADN CONTINUE TO SLOPE FOR A DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER WITHIN DWELLING UNITS, HANDRAh.5 SHALL EXTEND, ATTHE REQUIRED HEIGHT. TO AT LEAST TH05E POINTS THAT ARE DIRECTLY ABOVE THE TOP AND BOTTOM RISERS. NFPA 101, 2012 EDITION, SECTION 7.224.1 HANDRAIL CLEARANCE: NEW HANDRAILS SHALL BE INSTALLED TO PROVIDE A CLEARANCE OF NOT LESS THAN 11/2 INCHES NOR MORE THAN 2 V4 INCHE5 BETWEEN THE HANDRAIL AND THE WALL TO WHICH IT 15 FASTENED. VERMONT 2012 FIRE & BUILDING SAFETY CODE NOTE- FOR STAIRS CONTAINED WITHIN A SINGLE UNIT: STAIR RISERS TO BE NO MORE THAN 7-&* AND TREADS ARE TO BE NO LESS THAN 10" VT FIRE AND BUILDING SAFETY CODE 2012. I SHEET NUMBER DATE: 91/4" U.L DESIGN NO. F522 5l8 31g 3312' 5/5" UNRESTRAINED ASSEMBLY RATING -1 HR p FINISH RATING - 25 MIN. UNDERSIDE OF PLATED ASSEMBLY (fYP.) 1 5 2 SEALANT, BOTH SIDES f� SECTION 3 4 7 6 LINE OF CEILING APPLY FINISH WHERE SHOWN ON ROOM �'rA��:�w•�a 2 6 I7 DETAIL SECTION 1. ROOFING SYSTEM: ANY UL CLA55 A((,TTFBFI1,NNO��R C ROOFING SYSTEM USE FOVER NOM 5/52 INOR PREPARED .TTHHICCK M D 5'IRUCNRALEPTA51LE FOR PANELS. MIN. GRADE'O-D" OR "SHEATHING'. NOM 15/32 IN. THICK WOOD STRUCTURAL PANELS SECURED TO TRU55FO WITH 6d RINGED SHANK NAILS SPACED AT 12 IN. O.C. ALONG EACH TRUSS. STAPLES HAVING EQUAL OR GREATER WITHDRAWAL AND LATERAL RE515TANCE STRENGTH MAY BE SUBSTITUTED FOR 6d NAILS. CONSTRUCTION ADHESIVE MAY BE USED WITH EITHER THE NAILS OR STAPLES. 2. TRUSSES: PITCHED OR PARALLEL CHORD WOOD TRUSSES, SPACED MAX OF 24 IN. D.C., FABRICATED FROM NOM 2 BY 4 LUMBER, WITH LUMBER ORIENTED VERTICALLY OR HORIZONTALLY. TRUSS MEMBERS SECURED TOGETHER WITH MiN. 0.0356 IN. THICK GALV STEEL PLATES. PLATES HAVE 5/16 IN. LONG TEETH PROJECTING PERPENDICULAR TO THE PLANE OF THE PLATE. THE TEETH ARE IN PAIRS FACING EACH SCHEDULED FLOORING AND V I ntK LMAVt rKVM 1 rnt 5nmt rLANU , ruRMINU n aru 1 I w I n BASE TYPE PLATE. EACH TOOTH HAS A CHI5 L POINT ON ITS OUTSIDE EDGE THE TOP HALF OF EACH TOOTH HAS A TWIST FOR STIFFNESS. SEALANT, BOTH SIDES THE PAIRS ARE REPEATED ON APPROXIMATELY 7/8 IN. CENTERS WITH FOUR ROWS OF TEETH PER INCH OF PLATE WIDTH. WHERE THE TRU55 INTEIZ5EC75 WITH THE INTERIOR FACE OF THE EXTERIOR WALL, THE FINISH FLOOR U.L. DESIGN NO. L1341 BEARING WALL RATING -1 HR STC RATING: 59 MIN. NOTES: 1. CARRY GYP. BOARD AND SOUND INSULATION TO UNDERSIDE OF FLOOR AND PARTY WALLS SEPARATING ADJOINING UNITS rP.) 2. "BACK-TO-BACK" WIRNG DEVICES NOT ALLOWED - STAGGER LOCATIONS OF ALL OUTLETS, SWITCHES, M. 3. PROVIDE TWO CONTINUO-5 BEADS OF ACOUSTIC SEALANT AT BOTTOM PLATE AND TOP PLATE OF ALL PARTY WALLS SEPARATING LIVING UNITS. 1. WOOD STUDS: NOM 2 BY 4 IN., SPACED 24 IN. O.C. MAIL EXCEPT AT FIRST FLOOR WHERE STUDS ARE 51PACED 16 IN D.C. MAX. (SEE STRUCTURAL) CRO05 BRACED AT MID HEIGHT AND EFFECTIVELY FIRE57OPPED AT TOP AND BOTTOM OF WALL. NO MIN. AIR SPACE 5=TWEEN STUD ROWS EXCEPT TO ACCOMMODATE ATTACHMENT OF SHEATHING. WHERE REQUIRED. SEE ITEMS 4 AND 5. 2. GYPSUM BOARD: ANY 5/6 IN. THICK GYPSUM PANELS SUPPLIED BY THE CLASSIFIED COMPANIES LISTED BELOW. APPLIED HORIZONTALLY OR VERTICALLY AND ATTACHED TO STUDIO AND BEARING PLATES WITH 1 1/4 IN. LONG TYPE W COARSE THREAD GYPSUM PANEL STEEL 5CREWS SPACED AT 8 IN. O.C.. WITH LAST SCREW 1 IN. FROM EDGE OF BOARD. WHEN USED IN W'IJTHS OTHER THAN 48 IN., GYPSUM TO BE INSTALLED HORIZONTALLY. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO OR APPROVED EQUAL - CONTACT ARCHITECT FOR APPROVAL 3. JOINTS AND NAILHEADS: WALLBOARD JOINS OF OUTER LAYER COVERED WITH TAPE AND JOINT COMPOUND. NAIL HEADS OF OUTER LAYER COVERED WIT-1 JOINT COMPOUND. NOTE: PROVIDE LEVEL 4 FINISH :N ALL EXPOSED AREAS. PROVIDE A MN. LEVEL 2 FINISH IN CONCEALED (NOT VISIBLE) AREAS. 4, SHEATHING: (MAY OCCUR, SEE STRUCTURAL DRAWINGS FOR LOCATIONS) SEPTUM MAY BE SHEATHED WITH MIN. 746 IN. THICK WOOD STIRCTURAL PANELS MIN. GRADE "C-D" OR "SHEATHING" OR MIN 1/2 IN,THICK MINERAL AND FIBER 50ARDB (BEARING THE UL CLASSIFICATION MARK) B. 5ATTS AND BLANKETS: (BEARING THE UL CLASSIFICATION MARK) 31/2" MAX THICKNESS GLASS OR MINERAL FIBER BATT INSULATION. OPTIONAL WHEN SHEATHING (ITEM 4) IS USED ON BOTH HALVES OF THE WALL. n PASCALRTII,�Tn I N TYPE 'PT1° NOTES 1. ELECTRICAL OULET BOXES AND 51MILAR BOXES FOR TVI PHONE, ETC. IN PARTY WALLS MUSE STEEL AND NOT OVER 16 SQUARE. SUCH BOXES ARE TO BE SEALED W/ 3M MFP-45 FIRE BARRIER POPPY PAD OR EQUAL STACK MULTIPLE BOXES VERTICALLY WHEN ON SAME SIDE OF WALL 2. PETAL SHOWN IS FOR PARTITION TYPE PT-1, IN5TAUATION N OTHER PARTITION TYPES SIMILAR. 3. INSTALLATION OF J-50XE5 SHOWN MU57 BE USED IN ALL WALLS WITH A REQUIRED FIRE RATING. .1_16,1414 I I► Rl U14AM1141. MIN. TRU55 DEPTH SHALL E 51/4IN. WITH A MIN ROOF SLOPE OF 3/12 AND A MIN AREA :N THE PLANE OF THE TRUSS OF 21 SG. FT. 3. 5ATT5 AND BIANKE5: (BEARING THE UL CLASSIFICATION MARK) (OPTIONAL) GLASS FIBER INSULATION, SECURED TO THE WOOD $TRUCTURAL PANELS WiTH STAPLES SPACED 12 IN. O.C. OR TO THE TPJ55ES WITH 0.090 IN PIA GALV STEEL WIRES SPACED 12 IN. O.C. ANY GLA55 FIBER INSULATION BEARING THE UL CLA551FICATIDN MARK AS TO SURFACE BURNING CHARACTERISTICS AND/OR FIRE RESISTANCE, HAVING A MIN. DENSITY OF 0.5 PCF. 4. AIR DUCT: (DEARING -HE JL CLASSIFICATION MARK) ANY UL CLA55 0 OR CLA551 FLEXIBLE AIR DUCT INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED 3Y THE DAMPER MANUFACTUREF, P R: B THE L CLASSIFICATION MARK MAX 5. CEILING DAME (BEARING U CLA ) NOM. AREA 324 5Q IN MAX SQUARE SIZE 18 IN. BY 16 IN. RECTANGULAR SIZES NOT TO EXCEED 324 SO IN. WITH A MAX WIDTH OF 1& iN. MAX DAMPER HEIGHT 1514 IN. INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS PROVIDED WITH THE DAMPER. MAX DAMPER OPENINGS NOT TO EXCEED 162 5Q IN. PER 100 50 FT. OF CEILING AREA. 6. FURRING CHANNELS: RESILIENT CHANNELS, NOM 1/2 IN. DEEP BY 2 3/8 IN. WIDE AT THE BASE, AND 13/5 IN. WIDE AT THE FACE, FORMED FROM 0.020 IN. THICK GALV STEEL. INSTALLED PERPENDICULAR TO THE TRU85ES, 5PA ED A MAX OF 16 IN. O.C. WHEN NO INSULATION IS FITTED IN THE NCEALED SPACE, OR A MAX OF 12 IN.O.C. WHEN INSULATION 15 FITTED IN THE CONCEALED SPACE, DRAPED OVER THE RESILIENT CHANNEL / GYPSUM BOARD CEILING MEMBRANE. TWO COUR5E5 OF RESILIENT CHANNEL POSITIONED 6 IN. O.C. AT WALLBOARD BUTT -JOINTS. CHANNEL SPLICES OVERLAPPED 4 IN. BENEATH WOOD TRUSSES. CHANNELS SECURED TO EACH TRUSS WITH 1 114 IN, LONG TYPE 5 SCREWS. 7. GYPSUM BOARD: (BEARING THE UL CLASSIFICATION MARK) ONE LAYER OF NOM 5/6 IN. THICK TYPE % BY 48 IN. WIDE BOARDS, INSTALLED WITH LONG DIMENSION PARALLEL TO TRUSSES. ATTACHED TO THE RESILIENT CHANNELS USING 1 IN. LONG TYPE 5 BUGLE -HEAD SCREWS. SCREWS SPACED A MAX OF 12 IN. O.C. ALONG BUTTED END -JOINS AND IN THE FIELD WHEN NO INSULATION 15 FITTED IN THE CONCEALED SPACE, OR A MAX OF & IN. O.C. ALONG BUTTED END -JOINTS AND IN THE FIELD WHEN INSULATION IS FITTED IN THE CONCEALED SPACE, DRAFTED OVER THE RESILIENT CHANNEL / GYPSUM BOARD CEILING MEMBRANE "lulmlo.1#1 il r1 STRAP BETWEEN STUDS — AS REQUIRED FOR J-50X LOCATE A STUD ON THE — DIMENSION POINT AND PROCEED W/ STUD LAYOUT IN EACH DIRECTION. WHERE J-BOXE5 ARE NAIU 1/16" THICK RESILIENT PADS — 15ETWEEN STUDS AND J-BOXES ELECTRICAL OUTLET J-BOX — (SEE NOTE 1) [CC ES REPORTS ESR-1153 4.172 ASSEMBLY 3:1 HOUR RATED 0 ©,3/4" THICK FLOOR SHEATING ° . �iANN20iANX9911,9 i121i1%1W: 0 1. THE FLOORING MUST CONSIST OF A SINGLE LAYER OF 48/24 SPAN -RATED, TONGUE -AND -GROOVE, SHEATHING fE>U�URE 1), CON5TRUClION ADHESIVE CONFORMING TO ASTM 034915 MU BE APPLIED TO THE TOP OF THE JOI55 PRIOR TO PLACING SHEATHING. WHEN USED A6 A ROOF-CELING ASSEMBLY, THE DECKING 15 PERMITTED TO BE ANY WOOD DECK RECOGNIZED IN THE CODE. ALL BUTT JOINTS OF THE SHEATHING MUST BE .ACATED OVER FRAMING MEMBERS. 2. TJI JOISTS MUST BE INSTALLED IN ACCORDANCE WITH THIS REFORL WITH A MAXIMUM SPACING OF 24 INCHES (610 MM) ON CENTER FOR FLOOR-CEILNG A56EM5LIE8. Wl-EN USED IN ROOF -CEILING ASSEMBLIES, THE JOISTS ARE PERMITTED TO BE SPACED A MAXIMUM OF 48 INCHES (1219 MM) ON CENTER 3. OPTIONAL MINIMUM 31/2-INCH-THICK (89 MM) GLASS FIBER INSULATION OR GLASS FIER INSULATION RATED R-30 0 LESS MAY BE INSTALLED IN THE J015T PLENUM WHEN RESILIENT CHANNELS ARE USED. THE INSULATION MUST BE PLACED ABOVE THE RESILIENT CHANNELS BETWEEN THE J015T BOTTOM FLANGES. 4. THE CEILING MEMBRANE MUST CONSIST OF TWO LAYERS OF)1/2-INCH-THICK 12.7 MN 50 C. OR COMPLYINGLAYERS OF WITH ASTMES6, ATTACHED770 THE TJPJ015T BOTTOM FLANGE. 5. THE FIRST LAYER OF GYPSUM BORD MUST BE INSTALLED PERPENDICULAR TO CEREWS SPACED 1I2 INCHES (305 MD ATTACHED M) ON CENTER. THHEE 54ECOND TYPE MUST E INSTALLED WITH THE JOINTS TAGGE FROM THE F:R5T LAYERTHESECOND EECOND TYPPEE 6 9C EW8 SPAACED 2 INCHESTENED TO THE TJI JOISTS WITH 2-INCH-L.ONG 05 ON CENTER IN THE P ELDMRND 8 INCHES (203 MM) ON CENTER AT((TH� BUTT JOINTS. EE JOI, MUST 13E 5FACEP 8 INCHES (203 NTS CENTER THE SECOND LAYER S 11 S ROM LAYEACHR MU5IDE OF THE F AN6 ED M JOINT TAPE AND COMPOUND. 6. CEILING [((AT0T6AA(22CHM))ENT SYSTEM PPROVIPED THEY AREPERMITTED RE 5PACED 6 INCHES M MM) ON 16 N015 5 lJ5(NGN1-INC0H-1_0140 (25.4 MFASTENED)PERPENDICULAR[ MEEN R� SPACESTS APE HE CHANNELS ARE USED, THE FIRST LAYER OF THE CEILING MEMBRANE MUST BE INSTALLED PERPENDICULAR TO THE CHANNELS AND ATTACHED TO THE RESILIENT (905 MM) ON ANNELS INGENITER THE �ECONO LAYER MUST BTYPES �NSSTA INSTALLED ETH THE JOINTS STAGG=RED FROM THE FIRST LAYER AND ATTACHED USING 15/8-[NGH-LONG (41 BOARD MU57 TYPE 6 BE AMAXIMUM OF 2. INCHES (305 MM)) ON CENTER IN THHEING FOR THE 6 FELP GYP5UM AND 8 INCHES (203 MM) ON CENTER AT THE BUTT JOINITS. TYPE G SCREWS.1112 INCHES 38 MM) LONG, MUBT BE SPACED & INCHES (203 MM) ON CENTER AND 6 INCHES 52 MM) FROM EACH SIDE OF THE TRANSVERSE JOINTS OF THE SECOND IAYE . THE SECOND LAYER MUST E FINISHED WITH JOINT TAFE AND COMPOUND. 7. IN ROOF CEIUN(G ASSIO EMBLIES IN WHICH THE TJI JOISTS RE SPACED MORE THADING THE RESLIENT24 INCHES NE6L8 MUST E APPLION ED 0 STRIPPING SPACED 24 INCHES (610 MM) ON CENTER. THE ATTACHMENT OF THE CEILING MEMBRANE TO THE STRIPPING MEMBERS MUST BE SIMILAR TO THE ATTACHMENT OF THE CEIUNG MEMBRANE TO THE TJI JOISTS. THE STRIPPING MUST BE A MINIMJM OF NOMINAL 2-DY-4 CONSTRUCTION- GRADE DOUGLAS FIR LUMER FOR SPANS UP TO 5 FEET ((1524 NIN AND MUST E ATTACHED TO THE J015T BOTTOM FLANGE USING AM TN[MUM OF 1W010D BOX NAILS. STRIPPING MATERIALS OF EQUIVALENT STRENGTH AND ATTACHMENT ARE PERMITTED WHEN APPROVED BY THE DOPE OFFICIAL. NOTE: IF INSULATION IS ADDED TO THE CAVITY OF THE ASSEMBLY, A ADDITONAL LAYER OF GYPSUM BOARD MUST BE ADPED TO THE ASSEMBLY. THE GYPSUM WALLBOARD MUST BE THE SAME TYPE AS SHOWN IN THE DESIGN. THE BA5E LAYER OF WALLBOARD SHALL BE ATTACHED WITH THE FASTENER TYPE AND SPACING AS DESCRIBED IN THE DESIGN. iT 15 NOT NECESSARY TO TAPE THE JOIN75 OF THE 5A5E LAYER, THE FIN15H LAYER OF GYPSUM BOARD SHALL ALSO BE ATTACHED WITH THE FASTENER TYPE AND SPACING AS DESCRIED IN THE DESIGN. THE LENGTH OF THE FASTENERS SHALL BE INCREASED BY A MiNIMUM OF THE WALLBOARD THICKNE55 OF THE ADDITIONAL LAYER, THE JOINTS IN THE FINISH LAYER SHALL BE FINISHED AS DESCRIBED IN THE DESIGN. ©lz f.1 1 J . , DESIGN NO. D925 AUGUST 28, 2013 HAMBRO STRUCTURAL SYSTEMS, DM OF CAW STEEL CORD 361N. WIDE,1.1/2 [N. TYPE RESTRAINED A5SEMBLY RATINGS 3/4,1,1-V2, 2 OR 3 HR (SEE TEMHS 1, 6 AND 10) M15H5. THE MAX SUPERIMPOSED LOADINGS FOR TYPE PW15HD UNITS SHALL NOT EXCEED UNRESTRAINED A86EMBLY RATING 0 HR SEE ITEM6 3, 4, 4A AND 10 250 P5F. FOR SINOLE SPAN5, THE USE OF THE UNITS SHALL BE LIMITED TO B FT. 6 IN. ( ) 6 FT 0 IN. AND 6 FT 6 IN. MAX SPANS FOR THE 22 20 AND 18 GAUGE UNITS, UNRESTRAINED BEAM RATTN% 1,1-1/2, 2, 3 AND 4 HR (SEE ITEMS 4, 4A AND 10) RESPECTIVELY. FOR MULTIPLE SPANS, 18 GAUGE UNITS MAY BE USED ON A MAX 7 FT 6IN. SPAN NTH A MAX TOTAL SUPERIMPOSED LOADING OF 240 P5F. RESTRICTED LOAD CONDITION BEE SUPPORTS AND ITEM 4C KAM INDUSTRIES LTD, DBA CORDECK 24 IN. WIDE TYPES 2 OR 3IN. MDR. 1 2 MARLYN STEEL DECKS ING TYPE 1.5 CF.2.0 CF OR 3.0 CF. — — — — — -- — — — — — — — — — NEW MILLENNIUM BUILDING SYSTEMS L L C TYPE I=1&D1,1&DR, 20CD OR 3.00D. UNITS MAY BE M-WAINITED OR GALVANIZED. VAJEYJ015T 24OR361N.WIDEtYPE9W✓C1-WORWVC2. 4 VERCO DECKING INC - A NUCOR CA 24, 30 OR 36IN. MADE 1YFES R3, PLBCD, B, DCD, BR; 24 OR 36 IN. MDE TYM5 MM, PLW'2GD, W2, W7.GD, RA,A PLMCD, NA, W3CD 24 IN. MDE'YPE5 PW, PLNCD. N. NOD. 2 IN. WiDE FLW2, W2, PLW3 OR W3 UNITE MAY BE SUPPORTS W8X281WlZW OR ALTERNATE ((PER 5ECON IV.6 IN THE FRONT OF THE FIRE BLENDED WITH 24 OR 36 IN. WOE FLW2, WZ PLW3 OR W3 UNITS, RE5PECTMELY. FLUTED RESISTANCE DIRECTOKY) STEEL BEAM OR 11IN 8K15TEEL JOISTS WHEN J0I5T SUDOT1TUTION UNITS MAY BE PHOS/PTD. AMUED. t NORMAL WEIGHT OR UGHTWEIGHT CONCRETE NORMAL WEIGHT CONCREE CARBONATE OR SLUMS AGGREGATE, 3500 PSI COMPRESSIVE STRENGTH, VIBRATED. LIGHTWEIGHT CONCRETE, EXPANDED SHALE, OR SLATE AGGREGATE BY RDTARY-KILN METHOD, OR EXPANDED CLAY AGGREGATE BY ROTARY -KILN OR 6INIERED-GRATE METHOD, DOW PSI COMPRESSIVE $IE NGTH, VIBRATED, 4 TO 7 PERCENT ENTRAINED AIR RESTRAINED ASSEMBLY RATING HR CONCRETE (YPE) CONCRETE UNIT WEIGHT ?CF CONCRETE THKNS IN. 1 NORMAL WEIGHT 147-153 31/2 1.1/2 NORMAL WEIGHT 147-163 4 2 NORMAL WEIGHT 147-153 4-1/2 NORMAL WEIGHT 147-153 5-1/4 &4OR1 LIGHTWEIGHT 107-10 2-1/2 LIGHTWEIGHT 07-20 2 6/8 LIGHTWEIGHT 107.113 3 LIGHTWEIGHT 107-IC 3-1/4 LIGHTWEIGHT 107.1* -3 - -- -LIGHTWEIGHT LIGHTWEIGHT -__--- 107-IW _ _ - - 3 LIGHTWEIGHT lC7-120 4-710 "FOR USE WITH 2 OR 3 IN. STEEL FLOOR AND FORA UNITS ONLY. 2. WELDED WIRE FABRIC 6 X 6,10 X 10 5WOi. 3. STEEL FLOOR AND FORM UNITS' COMPOSITE 1-M41-6/8 2 OR 3 IN. DEEP GALV UNITS OR 41/2 IN. DEEP NONCOMFOSITE GALV UNiTS. FRO UNITS MAY BE UNCOATED OR PH05PHAT17ED/PAINTED. MIN GAUGES ARE 22 MSG FOR FLUTED AND 20/20 M50 FOR CELLULAR UNITS. THE FOLLOW NG COMBINATIONS OF UNITS MAY BE USED. (1) ALL 18, 24,20 28 OR 36 IN. WIDE CELLULAR (2) ALL FLUTED. ZONE OR TWO 3IN. DEEP 2 IN. WDE ,18/16 MEG MIN CELLULAR UNITS, ALYERNATiNG WITH 3 IN. DEEP FLUTED OR OTHER CELLULAR (4) ANY BLEND OF FLUTED AND 15, 24. 26, 25, OR 36 IN. WIDE CELLULAR. R5 3 IN. DEEP, 30 IN. WIDE CELLULAR WITH &-V8 IN. WIDE VALLEYALONGSIDEJOINTS Y BE USED WHEN 318 IN DIAM REINFORCING BARB ARE PLACED 1-12 IN. TO EACH SIDE OF SIDE JOINTS AND i IN. ABOVE BOTTOM OF UNITS. WLCRAFT. DM OF NUCOR CARP 24.30 OR 36 IN. WIDE, TYPE ib V.,15 VU,1B VLF; 24 OR 36 IN. WOE TYPES M, MP, 3VU, 3 VIP. COMPONENTS FOR FIELD -ASSEMBLED CELLULAR METAL RACEWAY UNITS: RACEWAY BOTTOM 24 OR36 IN. WIDE TYPE6 22 V5, 32 VS . RACEWAY COVER PLATE TYPES CP-12, OF-16. RACEWAY DIVIDER TYPE DC-20, DC-25. RACWAY ISOLATION TROUGH TYPES T-20, T-25, T-30. 5PACNG OF WELDS ATTACHING UNITS TO SUPPORTS SHALL BE 12 IN. OC FOR 12,24 AND 36 IN. WIDE UNITS, FOUR WELDS PER SHEET FOR 30 IN. WOE UNITS, 6 N. DC FOR 18 IN. WIDE AND SEC. 12 UNITS. UNLESS NO-ED OTHERWISE, ADJACENT UNITS BUTTON -PUNCHED OR WELDED TOGETHER 36 IN. OC ALONGSIDE JOINTS. ADJACENT 18 IN. WOE UNITS WELDED TOGETHER 30 IN. CC ALONGSIDE JOINTS. FOR 3 HR RATING, UNITS WITH OVERLAPPING TYPE SIDE JOINTS MELDED TOGETHER 24 IN. OC MAX 1. SPRAY -APPLIED FIRE RESISTIVE MATERIALS - NOM; SPRAY-APPUED FIRE RESISTIVE MATERWS MUST BE APPLIED IN ACCORDANCE WI IH UL DESIGN NO. DIRM NDNFY ARCHITECT OF MATERIAL AND METHOD PRIOR TO APPLICATION. 5. SHEAR-CONNECTOR-STUDS-TT[ONAL STUDS 314 IN. DIAM BY 3IN. LONG, FOR 1-1/2 IN. DEEP FORM UNITS TO 5.1/4 IN. LONG FOR 3 IN. DEEP FORM UNITS, HEADED TYPE OR EQUIVALENT PER AI6C SPECIFICATIONS. WELDED TO THE TOP FLANGE OF THE BEAM TROUGH THE STEEL FORM UNITS, 6. E'-ECTRICAL INSERTS (NOT SHOWN) CIAS91FIED AS "OUTLET BOXES AND FITINGS CLA561FIED FOR FIRE RES STANCE'. H H ROBERTBON PRESETMERT5. FOR USE WITH 2-V2 IN. UGHTWEIGHT CONCRETE TOPPING MR OL•WKX( STEEL FLOOR UNITS. INSTALLED OVER FACTORY -PUNCHED HOLES IN FLOOR UNITS PER ACCOMPANYING INSTALLATION INSTRUCTIONS. SPACING SHALL NOT BE MORE THAN ONE INSERT IN EACH 14 60 FT OF FLOOR AREA WITH SPACING ALONG FLOOR UNITS NOT LESS THAN 48 IN. OC. THE HOLES CUT iN INSERT COVER FOR PASSAGE OF WIRES SHALL BE NO MORE THAN 1/8 IN. LARGER DIAM THAN WARE RESTRAINED ASSEMBLY RATING 153/4 HR WITH TAPMATE II-FS-1 AND 1 HR WITH TAPMMTE 11-F9.2 MERT5. T61 ODRRUOAMP,1-6/16 IN, PEEP, 30IN. WOE, 24 MSG MIN GAO/ UNIT5 WITH SHEAR WV RE5 FACTORY WELDED TO DECK CORRUGATION9. WELDED TO 5UPPORTS 12 IN, CO. THROUGH H H ROERf60N TAPMUITE [I-F�r1, I[-F5 2 SEAR ES KEB. WELPIW WASHERS. FOR SHEAR WIRE SPACING OF 8 IN. OR LE65 THE STEEL DECK STRE56 NREMCA DO AFTER SET INSERTS. SINGLE-BERKE AFTER SET INSERTS INSTALLED PER SHALL NOT EXCEED 20 KSL FOR SHEAR WIRE SPACING GREATER THAN 8 IN. CC, BUT LESS THAN OR EQUAL TO 12 IN. OC. DECK NOT 2 KSI. ACCOMPANYING INSTALLATION INSTRUCTIONS IN 2.1/2 IN. DIAM HOLE CORE -DRILLED STEEL 5TRE95 SHALL EXCEED THROUGH MIN 31/4IN. THICK CONCRETE TOPPING TO TOP OF CELL OF ANY MIN 3 IN. DEEP CELLULAR STEEL FLOOR UNIT SPECIFIED UNDER ITEM 3. SPACING SHALL BE NO MORE A5C STEEL DECK, DIV OF ASC PROFILES L L C 24, 30, OR 36 INC WIDE, TYPE5 B THAN ONE INSERT IN EACH 10 60 FT OF FLOOR AREA IN EACH SPAN WITH A MIN CENTER TO HI -FORM BF HI -FORM N HI -FORM, NF HI -FORM, 2W HI -FORM, OW HI -FORM 3W HI -FORM 3WF HI-F'ORM, BR HI-F`ORM, &MOD HI -FORM, BRMOO HI -FORM, DOB HI -FORM, DGBF HI-FbRM, CENTER SPACING OF TW IN. IF THE HIGH POTENTIAL AND LOW POTENTIAL RACEWAYS OF THE OGN HI -FORM, DOW HI -FORM, DONE HI -FORM, DONF32 HI -FORM, D32W HI-FOR"H, DOW CELLULAR STEEL FLOOR UNIT ARE SEPARATED BY A VALLEY FILLED WITH CONCRETE, THE CENTER TO CENTER SPACING OF THE HIGH POTENTIAL AND LOW POTENTIAL SINGLE -SERVICE HI -FORM, DON HI -FORM, AND DOW HI -FORM; 32IN, WOE TYPE N-32, NF32, DOW. AFTER 5127 INSERTS MAY 8E REDUCED "0 A MIN OF 7-1/2 IN. RESTRAINED ASSEMBLY DGNF32; 24 OR 30 IN. WIDE TYPES ASM OR ASC3. ALL UNITS MAY BE GALVANIZED OR RA'IN1G 15 2 HR OR LESS WITH INTERNALLY PROTECTED TYPE 436 AFTER SET INSERT WITH PRIME SHIELD. TYPE M4-, M6- OR MB- SERIES SINGLE-5ERVICE ACTIVATION FITTING, CANAM STEEL CORD 36 IN. WIDE YPE 9a623, P-3608, P-30 AND 24 IN WOE TYPE P-2432 COMPOSITE. CANAM STEEL CORP 24 IN WIDE, TYPES 1-1/2, 2 ORB IN LOK-FLOOR AND LOK-FLOOR CE - 30N. WIDE, TYPES 2 OR 3 IN, LOK-FLOOR AND LOK-FLOOR OELL5; 24 IN. WOE, TYPES B7 CELAND N-LOK CEL ; 24. 30 OR 36IN. WIDE, TYPE 1-1/2 IN. B-LOK AND CON90UDATED SY51EM5 INC 24 IN. WIDE TYPE5 CFO-2, CFD-3, 24,30 OR 36 INC WOE TYPE CFD-1-r, 24 OR 36 IN. W 7E TYPE5 MAC-LOK 2 MAC-LOK D; 24 IN. WIDE, TYPES 52C, 82FC, NC, NFC; 30 IN. WDE TYFE b&,,12 IN. WADE MAC -WAY CELLULAR 46 MOW, 2-033 MTWA, 3,633 MTWA, 3-6M MTVW, 3633 MM1W+, 24 IN. WIDE TYPE VERSA -DM PECK WEST INC 36 IN, WIDE TYPE D-PW, 2-OW OR 3-DW. SIDE JOIN75 OF 2-DWI AND 3-OW MAY BE FASTENED TOGETHER NTH MIN 1 A. LONG NO. 12 X 14 SELF-DRILJNG, SELF-TAPMNG STEEL. SCREW 36 IN. OC. DESIGN A5615TANCE CONSTRUCTION 6Y5TEM5 INC 36 IN. WDE TYPE DAC5150, OR 24 IN. WIDE TYPE DAC52.000, OR DAC53ACO. EPIC METALS CORP 24 IN. WIDE TYPES EC150, ECP150, EC300, ECP300, EC366, ECP366, EC150, EC300 INVERTED, EPICORE A 30 IN. WIDE TYPES EC15150, ECBR150; 36 IN. WOE TYPES EC266. H H RWRT50N OL TYPEB, 24 IN. NDE 3 OR 3 INVERTED, UM UKX-3, 2 INC 99. AKX, 21 OR 21 INVERTED, 21 NKX, TKX; 24 OR 30 IN. WIDE GKX, GKX-A; 36 IN. WDE X, MMX; 99. AK24 MR 31? IN. WIDE NKX 15NKC, NKC, AKX, 2 OR 3 IN, TKC;12 IN. WOE NONCDMPO5I7E SEC.1Z V IN. WIDE Z; 26OR 28IN. WIDE UKX 87b CM WDE. SIDE JOINTS OF CL, 99,121. WKX, TKX, TKG, AND METRIC UNITS Cy.•7/-800, QIr75.900, MAY BE WELDED TOGETHER 60 IN. OG SIDE JOINTS OF 99, AKX, KA GKX, GKX-A, TKX AND METRIC UNITS QL-77.900 AND OLC-75.900 MAY BE FASTENED TOGETHER NTH MIN 1 IN. LONG NO.2X14 SELF-0RLUN0, 9FJ.F-TAPPNG STEEL SCREWS 36 IN. CO. `. 00 ASSEMBLY V .1 WREMOLD CO INTERNALLY PROTECTED TYPE 456 AFTER SET INSERT WTH TYPE M4, M6.OR MB- SERIES SINGLE -SERVICE ACTIVATION FITTING. *SEARING THE JL CLASSIFICATION MARK City of 'So. Bulo;g,_..i Gq I -,i 4 I z DAYE:5/8/2013 GENERAL N07E5: A. IT IS THE INTENT OF THIS PROI THAT THE REQUIREMENTS FOR DWELLING UNI-5 1DEN'1^IED AS 'ADAPTABLE" AR. CON515-54- WITH AND MLIET OR E%C4D THE RECOIL REMENTS OF THE FEDERAL FAIR HOUSeNG ACT, A5 FOLLOWS. ADAPTABLE - A GOMBIWTION OF ACCESSIBS AND ADAPTABLE ELEMENTS FOR MULTIFAMILY DWELLING WI75 1NGLUDIN®: 117. AT LEAST ONE BUILDING EN -RANGE ON AN ACCESSIBLE ROUTE, ® THE PLBLIG AND COMMON USE AREAS ARE READILY ACCESSIBLE TO AND ARE USEABLE BY F50 `E WITH DISABILITIES. 5 USABLE DOORS THAT ARE AT LEAST 34" WIDE PROVIDING A CLEAR OPENING OF AT LEAST BT', AND A THRESHOLD NOT GR.EATOR TAN U7, TO ALLOW PASSAGE INTO AND W'THIN ALL DAELLAS UNITS. 4. A ROUTE INTO AND TROUGH SINGLE STORY DP ELLING UNITS, OR THROUSH THE PRIMARY LEVEL OF MUL-I-STORY W.gLIN95 UNITS, 56" WIDE. WI"}H 32' DOORWAYS AND LACKING ABa,PT 64ANSES IN FLOOR SURFACE OR ELEVATION, 50 `HAT RESIDENTS AND SUE51-5 WITH DISABILITIES CAN SAFETY U5E ALL ROOMS AND SPACES ExGEPf A BASEMEN- AND 6ARA6E AND MITER A RA15W OR SUNKEN AREA. THE ROUTE SHALL BE CONTINUOUS THROUGHOUT THE DAB_ING UNIT AND NOT BE INTERRLPTED BY THE RAISED OR SUNKEN AREA NO PART OF A KI-GHEN OR BATHROOM MAY BE LOCO'® IN A RAISED OR SUNKEN AREA UNLESS AN ACCESSIBLE ROUTE 15 PROVIDED FOR THAT AREA. THE PRIMARY LEVEL OF MULTI-57ORY DWELL NGS UNITS 54ALL CONTAIN A USABLE BATHROOM OR POWDER ROOM. ISI LIGHT SWITOHE5. ELECTRICAL OUTLETS AND ENVIRONMENTAL F.ONT70L5 INCLUDING THERM05TATS FOR HEATING, AIR- C NP171ONING AND VENTILATION SYSTEMS SHALL BE LOCATED WITHIN 15' TO 46" OFF THE FLOOR FOR PROW REACH LIMITS AND R" TO 54' FOR SIDE REACH LIMIT S, REINFORCEMENTS IN EVITHROOM WALLS TO ALLOW LATER TAUl.TION OF GRAB BARS AROWD THE TOLIET, TUB, SHOWER STALL AND SHOWER SEAT, WHERE SUCH FA LITIES ARE PROVIDED. T❑. USEABLE KITCHENS AIm BATHROOMS, DESIGNED SUCH THAT AN INDIVIDUAL IN A WHEELCHAIR GAN MANLEVER ABOUT -HE SPADE. IN ALGORDANGE WITH TE MANDATORY PROMS ONS OF THE FAIR HOUSING ACT DESIGN MANUAL GHAPTER T. 3. IT IS THE INTENT OF THI5 PRO.EG' THAT THE REQUIREMENTS FOR DWELLING UNITS IDENTIFIED AS 'VI51TA5 E" (ACT M), THAT ARE NO- COVERW BY THE FEDERAL FAIR HOV51N6 ACT, ARE CONS ISTANr WITH THE REQUIREMENTS AS ESTABLI5HM UNDER VS.A 2P07 (W AND 2^01 AS FOLLOWS. VISITABLE [ACT 661 - A COMBINATION OF ACCEYSIBLE AND ADAPTABLE E-EMENTS FOR Al DHELLIN6 WITS ESTABLISHED UNDER ACT 66, SIGNED IN TO LAIN APRIL Z7, 2000 INCLUDING. I. AT LA4T ONE FIRST FLOOR EXTERIOR DOOR THAT IS AT r 96 INCNE9 WIDE, 2.T FIRST FLOOR INTERIOR DOORS BETWEEN ROOMS THAT ARE LEAST 54 INCHES WIDE OR OPEN DOORWAYS -HAT ARE AT LEAST 52 INCHES WIDE WI-H THRESHOLDS THAT ARE LEVEL, RAMPED OR BEVELED. K INTERIOR HALLWAYS THAT ARE LEVEL AND AT LEAST 56 INCHES WIDE. 4' ENVIRONMENTAL AND UTILITY CONTROLS AND OUTLETS THAT ARE LOCATED AT NEIeILT5 THAT ARE WITH 1, 1-O 46" OFF -HE FLOOR FOR FRONT REACH LIM TS AND R' AND 54- FOR SIDE REACH LIMITS. © REINFORCE•IENTS IN BATHROOM WALLS TO ALLOW -ATER INSTALLATION of GRAB BARS AROUND THE TOLIET, TUB, SHOWER STALL AND SHOWER SEAT, WF®RE SUCH FACILITIES ARE-RONDED. C. SM ANNEX VI TABS AS FOLLOWS: L5E ADAPTABLE 1451-ABLE ACCESSIBLE NOTES [ACT HH; ENTRANCE FOUR OR MORE ANY ALTERED DWELLING WI75 ELEMENTS, SPACES SERVED BY AN ELEVATOR ALL WITS ALL WITS OR FEATURES IN E%ISTING CONSTRLGT.ON MUST BE ADAPTABLE, FOUR OR MORE ANY ALTERED OWEL.ING WI3 ALL 6RQ11O ALL OTHER ALL GROUND ELET-EATS, SPADES NOT SERVED gY AN FLOOR WITS WITS FLOOR UNITS OR FEATURES IN MSTIN6 ELEVATOR CONSTRUCT'ON MUST BE ADAPTABLE, FOUR OR MORE DWEL-ING UNI-5 5% OR AT NOT SERVED LEAST BY AN ELEVATOR, WITH ALL UNITS ONE WIT WITS THAT CONTAIN MORE T-AN ONE STORY THREE OR LEW ALL WITS NOT DWE LING UNt-5 REOURED AQA IR MGTON VIEW 51DE REACH OVER AN 0557RUGTION I'1.N® NDtl I:IO MAN NLPO .d MAN %/ � sw• HH In�J Ia FRO.RDTbN ON RM NCIe MAK RY MAN RN CON! MAR RY NICK RM 1-12 /D' W I.. Nr nN' I,n sD' CRCs 1 se' w 1.11 so' RY •_••••MNM.M OI.GIIR 3TH NULL lNY� MANMM CNONf NwG FOR MMT N AL ! I:Y 14N N1NI w its A w TL p�GA1LR NGNG! NMLL NAV! NMIDRAIu coMR.rmN wTw coos. MAx NY FOR /A.' RA'A• RR rwL! so• 1 MNR�Ct �e1tlY�VN OL .0 MIN Jaalw R.as RN LVDIW { R,VIF RIN LANsw IW RD. RAMP S LEVEL CHANGE MA I 1 S T - rtw S MI l NOT. - N•IY IF POOR NN NDAI A Ol0lsl I'IRDI(T MPISOKdl6 Oro LMOIL - ------------- - � t -.— t EALe� i N• � • I a NOIt- N.M' MWMM F T•e0` I�^,� lWi'MWFN+M Y./4' VOf!-YW'O'DOOR� j ANO 4Lselaas a RLL MO! r '.�1 MNII NMI RNINW j ,y�: ylNl�'' } NOR-YNN"MIWMM OPAORIW A LATCH SIDE APPROAGIE6 DOOR APPROACH OLEARANCES TOP AND BOTTOM HANDRAIL EXTENSIONS AT STAIRS TOP AND BOTTOM HANDRAIL EXTENSIONS AT RAMPS wxlsHrro � NGIONrro 'If WE I I I I I I � I E 3 ' 4„ MAN MIY AMONT 1'ONPQ�TYMO � roeT � _w- sk i MK BDl PI PRONT R!AI "Ho.REACH DETAILS 119' I W' RY NIL% Ih" MIN I Iq' I IIi MFIRIA(J•IW FRCI•I M L] MNCR N.•4' nIR0111D.D Ry/t,� �bV'IIAM. M4" TAeYID� TYR N - AOOfTAN.G nHIeN10.p lR A . Ad'O'A!.! 1111eFM.D TYR R1- NDDG PROTWIN6 01 PRIMARY ENTRY nfe MOLD DETAILS AT EXTERIOR DOORS NON PARKING SPACE SIZE AND AOOE55 AISLE DOOR HARDWARE O�M1'TN t�".AM; �K.CmN�N.G MALL H.NVT. A NfAF6 THAT le W" ro OR.9P NCO! AND AIA 0.Y! VOf Qd' UING MA.R W. FINGxW, dl -W NnW Or M NRR ro OFR.At o7vae FORTIS � N IUIIONAY NW.! Of INGG9 MN beLOI�IN OWRe AV�rGiR "1Yl"v� d'a roNnaN vwAnw :-wo.lrwe DOTM NOGG. DOOR GLO6Md 5PI Lloep.N MN.! AO1Df9 b rMT FtOM AN O'Rl tgITON V to �ro,wMor�e. FO�'elr�e.�u�eelMQe OCdI O`RI W XIN® O+ALL S AOJbIm M vw roNro:vw DY.I®, r'! dOGI.nA..L I'qT M M cUoem rownDN m u NXCNoe MwMM. DOOR OFQ+IN! FORGE OIY oaau rULL NAvs M MNMn FlRL W PONca ALl.WWNd x M AFFRfRMG ADMIWRMTK NJIwRItt. rose FOR RwXMs Arm.xLlw oXe, OOORe OMR THAN FlR: COOItl N1A1� X q roLLOYb. . INTDUOR NINN'a caaR s .uulAe MANMJY. ]. Bodes oR roLolw DOOI4 s roAW MANMN rIIGY NbIC2e OO HOT A`RY ro M roRTG Imrul®ro RrRAcr LArcM sacs OR R!N/A/! 011� dMOY TMT NND 11! cP:lt M A 4010 M1NMOI " M FI! ALARM NGJ.MIIPoeG -{ The GNnNNANIG. GMIN!f I Y• MAN. qt IN LYf NONGY, / nl�bNTAT NJdw 000R 1 �,�ya S RAONIVIlDb]RN ��" � �, M' MN ,ImG. GaNnRLe.vO aVnee- � cw6® e+n�e eudi'N!3 INCND! GRGNT � FAA'a' a WNiNOJ O!i MDVAN2 MLIAVOY, HOOD! WL. VMM_v, iGLC11d,G JAGfN, Fades Doan DoonwAr WTIIOIT Doole AVD ensuAy Les wAu a+Nns. CLEAR Km OF DOORYLAY5 CONTROLS OPERATING ME.CFIAN5145 CL05ET DETAIL +- 1 1 r� tG. ISOL HALL I a BATHRoaM RewlReweirs CLEAR RUOOR SPACE AT TOILETS CLEAR FLOOR SPACE AT LAVATORIES CLEAR FLOOR SPACE AT 5NO 045 ALL D.,+«.00w M1eT: I. ! d1 AN AL.YNG! RONe ! ]. NAeL'?T-INGV NOMINAL f.LLAI WDM z s dOORMAri Z N IN): =.rTO�Y, nLOOAO11eA�v OONTIVu Y= N 4. MAN YINMOROIw NIdNO TOIlI. 1 K'M < NO'MN. z T.le, Md Niawae - y�_ CCC SSS Z Z 4 Y A s g HNOWDER Roots REQUIREMENTS y _ Al FdNNOIfedNe MDT. � -INN, I. ! OH AN AKYNN2IIdNt VAI.1 MQ ]. AO-IG4M111ROOM11 ftv L oRONwA N N MM: Nvrore.A'a cOtmtl.e __ b IN ✓iris FOR LY A_ "A'- AT2319 nF! q II GENERAL BATH NOTL-3 I CLEAR FLOOR SPACE AT BATHTU955 11 GEAR wan+ OP AN ACCFSMI ROUTE RYII� W+CI N NIR�NN AT WRON OF WHWMIO �r�N As' cNrw fAf! `RONom // Al AMP, RNYR AIO RlIUYMTOR REWIRM CLEAR FLOOR 5PAEE AT U� KTCAfi Z ` I O MN AOJI4QR (MWR, h wA1, ANO NDdt KNI Y .IWY® ro wTcl IOQ FOOD AT NW[ N'M SIR FRO•lOTON FANG USABLE KIT 0 51NK MTAL5 ANveoluAla da roRwuo AH+woACN Ace row F� eL Ar'�aA�cN •+�wrA 1 MEce, � iiUW A Y ONIRm W NIYc r v .M41G IJI'1lOAfi, OLGAR FLOOR fA! NOR AT lr./Nf $ I w T,r. DE AFFROACN POIRVMV dl MIIA1d MRT Y calvle.Ga d+ M YFRINAAroa: L THIN AFFLIS ro NdHRAIOG M _.- - waL A• oaw,tnDSR MDDe.s RAN! AND OOOKTGP SINKS mormi mATom mwR® CLEAR FLOOR SPACE AT APPUANCrS IN' MAK ITS' MAK IN' MAX I/1• MAX Llae INAN I(4" LmN nAW l ITS" ] 1/4' M K XroO Mde nUM ]. MN MO Wdl1G nMNY ' V-•Ip I MN. MG F� MN MONORAIL HANDRAIL II�' Mill MMDVI HANDRAIL • GRAd BAR DETAILS �WIS.L�G1Ala� Y�4'MAN � �f� t-m— -4 fool, wfN»N!A L1.Na Tool. e. e/w- n oaa fA . FOOT (eowTwzL.yw.0 NEAy BACK AI 4r ~ a fAce 5EGTION VIEYI._. - PLAN VIEW _ SEGTToN VIW PLAN VIEW _.- Mx fA¢ UI•MIN, FORWARD REAOH WITH NO O057IiUGTION FORWARD REACH OVER AN 0E16TRUCTION MINIMUM REINPORCINS FOR SATNTIJDS LAVATORY DETAILS GLG AI•I(2lIY•ID� ANO OFFON W !AY LANXR pY fAq M NMi WTH WtAFF® FIFY MWMM OLGMvice Ner'Al:I Re•RlMroR AVO vrONw we OANfJ•T ZI 0 O: a m F- O N G.EARANCE BEi1 m� COUNTEIS Afb OrPOSINB ELEMENiS 4Y ARGA� O ]^ AR!A IWVe® P 5g MN ADDmoNAL Y MN AOdnd1AL ]' MN S DNDI Nx AND mna+ e.nN sloe AND ser-oxr R v3 � � c ]4u MN NM ]i' RJNDAO NW 0.N PwNrvLSN -�1 sloe VIEW MINIMUM REINPORGNB FOR TOILETS eai PROJECT # 1.303 1 SHEET NUMBER Lb, ' $ a SIDE WALL BDE WALL BACK WALL A801 MINIMIJM R'EINFORCINS FOR SHOVERS DATE:S(8J2013 •„/\..-..,," �....,,rx ,..,--;+ UTIDING5 ITYPI MID. 10 DE„IL. ' \ I \ I V4- TYPE •K• \ I CORER WATER \ U SERVICE r, .1 I r r / / 4N , \ / 4" rVG 5EWER \ / SERVICE ITYPJ OUMPSTER FENCING RENOERINCG5 M5 ( 1N I EET I 1 inch � "0 PL. D-1,1 ;— -M D/,vv1 Mirilm/1rT4n I'll CONTRACTOR SHALL NON1Y'DICSAI1 AI 1-866-DIG-SAFE PRIOR TO ANY EXCAVATION. Owner & ADDlicant SOUTH VILLA£ GOMJ.NITE5, LLG X./O RODIN --K51 F.O. SO x 2266 SOUTH DURLI106TON, VT 05407 f611M IMIILLMIMTAL Vt - NTS. Legend �--- PROJECT DOUNDMY PROPERTY LIME -------- -110--------- GONTOUK LINE I U5.65. DATUM I .yy PROPOSED FINISH GRADE GONTOUK C EXDTIO IRON rim El EXISTING COIGRETE MOMAQJf IRON PIPE (TO DE SETT ■ CONCRETE MONU N,` (TO M SETI 'IIa UTILITY POLE E EXISTING ELEGTRIWTV/TELFSHONE L'.NE SEWER LINE 5TORM NE W WATERLINE E%MTI--oroSEo HYD-N, m..... _.. ...... SILT -- Zoning Information — rMGM IDN• 1-0-0B10 2 .6 ACRE51 MASS TWOS P.I. ACRE51 ZOKD� SOUTH EAST QUADRANT-NEIGHDOKHOOD RE5IDENTIA1- ISEQ-NRI DmITY. MASS TWO MAXIMUM- IW UNITS MA5TEK rLAN, % lMI75 PROPOSED. '*WA- 1-UNITS 66-71 1 W-10 SOUTH VILLAGE MASTER rLAN RECONSIDERATION AFMOVAL ii;k- 2/10 e1 ArMOWS TM FOLLOWING WAIVERS, PROVIDED THE AFFLIGMLE 50VTFEAST DUAORANT ZONING DISTRICT LIMITATIONS OF DR DULD11% COVERAGE ALS ]W OVERALL COVERAGE ARE MET GMTKA6E- 5 NGAX LE FAMILY M. DOVER UILDIN6 CAGE FROM 6R TO 49R 9',N6LE FAMILY MM TOTAL LOT CO -AGE FROM — TO 61 MITI -FAMILY MAX OUILMNG COVER FROM III TO 50! MITI -FAMILY MAX TOTAL LOT COVERAGE FROM ]OM TO 65R LOT 91=- SINGLE FAMILT MIN. LOT SIZE FROM D.00 S.F. TO )A00 SF 5ETDAGKS• S'N61P FAMILY FRONT YMD MIDAGK FROM 20 TO D• S Nc L FAMILY KEM YARD SETDAGK FROM RY TO 5' MITI -FAMILY FROM YARD SET DAGK FROM 20' TO D' MULTI -FAMILY REM YARD SET 15AGK FROM 50' TO S' NM. WILDING IEI— 40 FT (rIT ROOF), 35 FT (FLAT ROOM w� r`TRPO.ENA ER, Y FINISH A. Ly 4;;2'2F � 1PoGTNOA[ lNM191 biMEMt TYPICAL LI&HT POLE LUMINAKE DETAIL FOUNDATION NIS NTS Pigl Abco LAWN Pigl r— 2 Abco LAWN 13 Eufc, .77 .92 'a, f 92 . a )��L ,. ��a.L •.air°�� a) - r,�c ■ .'►i1v `j'I 7 Good 4 Eullc 58 Viml t68 Good 182 Pat. Note; Mix Groundcover species at random 9 in. on center. Cover beds w/2" mulch after planting. ■New 12-Plex Building ■, A Eufc ,. .. ,. �• �� P` F� srued shrub nag maad around nk I"sal saueer r F-h grade -9oil m^ - Cwo parts eacavated sod and ane pat approved comport Tamp and water thoroughly 5ECTI01 Ball dam. + I B" NDTE5: I . Plant Shrub so that top Of root flare 15 slightly above hgeh grade. 2. Remove all rumery tags, rope, string and surveyor tape prior to planting. 3. 5hrub5 shall be guaranteed for a period of two years after planting. SHRUB PLANTING DETAIL no scale RhpJ LANDSCAPE PLAN WEST BUILDING Scale 1"=10' PLANT LIST c� Shrubs KEY QU SCIENTIFICNAME COMMONNAME SPEC Pigi 9 Rhr! 2 RhpJ BUmVVGr 13 Buxua microphylla'Wintergreen' Wintergreen Boxwood 3 gal. 1 BumCH 13 Buxua microohvlla'Cmcenoland' Chloaaoland Boxwood 3gal.__ T COau a Cornue pumila Dwarf Red -Tipped Dogwood 3 gal Cosa 7 Cornue serlosa'Belleyl' Red Twin Dogwood 3 gal. CosK 9 Comus serloes'Kelsey's Dwarr Kelsey's Dwarf Dogwood 3 gal. • + MesR COsA a Cornus stolonlfera'Arctic Fire' Arctic Fire Red Twlc Dogwood 3 gal Hyap 14 Hydrangea anomala pedolar'Is Climbina Hydrangea 3 nal _ Hvab 13 Hydrangea arborescens'Blue Billows' Blue Billows Hydrangea 3 gal • HYDL 4 Hydrangea panlcuiata'Lltde Lime' Little Lime Hydrangea _ 3 gal. yap HyPS a Hydrangea Panlculata'Silver Dollar' Silver Dollar Hydrangea 3 gal IlvBH 2 Ilex vertlollleto'Sorry Heavy' Berry Heavy Winterborry 3 gal IIv8N 4 Ilex verticillate'Barry Nice' Barry Nice Wintarbarry 3 sal _ IIvJ 2 Ilax vsrticillate'Jim Dandy' Jim Dandy Winterbarry 3 sal • I IIvR 4 Ilex verticlllato'Red Sp Its' Red Sprite Winterberry 3 gal • LAWN RhcA 18 Rhododendron cefawbionse'Album' White Flwmg Catawba Rhododendron 5 gel • Rhpl 23 Rhododandron'PJM' PJM Rhododendron 5gal. .,.__ Yufl 94_ Yucca Rlamantoso _ _ . Adams Needle _$gal. I Shade & Flowering Trees KEY QU SCIENTIFICNAME COMMONNAME SPEC Asps 4 Acer psaudosiaboldlanum Korean Maple 6-7 R. Hyap Mall- 3 Maonolle x ioebnari'Leonard Memel' Leonard Measel Magnolia 5 8 ft. , MseR_._._._3_-Magnolia atellata'Roval Btar• Royal Star Magnolia._ 5.6 R. _. McDW 12 Malus'Donald Wyman' Donald Wyman Crabapple 2 2 5In M®Lo 6 Malus' Loulso' Louise Crabapple 2-2 5In hi ilk McRR 1 Malus'Roval Raindrops' Royal Raindrops Crabapple 2-2.5In. R yap we Qub 1_ __ Quercua bicolor - _ _ _ _ _ - _ Swamp Whlta,Oak 2-2.61n. Evergreen Trees KEY QU SCIENTIFIC NAME COMMON NAME SPEC . 4 Abco 7 Ablesconcolor ConcolorFir6.7fL _ Phil 9 Picas alauce White Spruce 5-6 R. 011 Groundcover KEY QU SCIENTIFICNAME COMMON NAME SPEC Eufe 243 Euonvmus fortunes Veloratus' Purple Wintercresper 4" pots Gaod 608 Galium odoratum Sweet WoodruR 4" pots Pate 1,675 Pachysandra terminalis Japanese Sounae 4" pots Aml 1,676 Vince minor Periwinkle 4^ Pots dar nMlPn _. aw nlalPn am iw,Nan AAA4 amnd Ph^„ ,r• ,padre r/ar/I PabmG fn• b °Mtl °GIlM°I unNla AS Mimr ad•abr M1PA,re^ sad ry ! faN PI w gimp •0 9L - i•d. port M VMAa rm tp> uaaram�. wbW ad ua pagan W.A. nor law A -1 ..ft abnr nwu axa ad,. - apaaa pdm aa. THE CONTRACTOR SHALL NOTIFY-DIGSAFE' AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. Owner &Applicant ,aAR. a aaa x 0 10, 20' 30' GRAPHIC SCALE SOUTH VILLAGE COMMUNITES, LLC (( 0/ ROBIN WFFERI) P.Box 229• SOUTH BURUNOTON, VT OMO7 °°`. a.. r sea .aw yin gdav fr t m ,yoyfpapeeppyapKa ae p +a/sAa Mrt� pxpN aaa aamMle ��,`,u`gRN10/yT ,, Jy�y.,K i�, Yastla. " +* Y ta'+a t ��` tcQ atirtyaa/li ,a/aNP 1Rgn WIdMp pm W Irwn1 � xCl OBrA ____ RraaoaRAwro ■ m°M""* ❑ fraal 0 srtayLburtp. SOUTH VILLAGE COMMUNITIES, LLC2M as 1"-12 2-4R p®p, OB04 °W"MOL O'LEARY-BURKE CIVIL ASSOCIATES, PLC SPEAR STREET SOUTH BURLINGTON, VT 2012i 3 gxgga AAOL LANDSCAPE PLAN WEST 12—PLEX BUILDING I,-4 fiats.-aa-em�a'eerPh.xe.cvn Abco 8 Rhpj 3 Coa6 2 Pi l 4 Coa9 + + M. LAWN 23 Edo + 66 Good IIvBN Me'0 � 2 MseR 145 Vimi -� McLo . 3 WHIN\`- 4 Yufl L 4 Eufc 4 Yufi 7 Good 21 Pate 1,82 21 Viral 23 Eufc 68 Good 82 Pate Vital 4 - 16 Eufc 44 Gaod 2 Eufc 149 Pate 4 Good 149 Vital 8 Pate 8 Vimi 4 Eufc Good 7 Yu0 [7 21 Pate 21 Vital 2 RheAI LAWN Acps 3 PFg1 ' M'aDW LAWN IIvJ 4 Yufi 4 Eufc 4 YuflJ I L4Yufi L 5 Eufc 7 Good 5 Eufc Eufc 4 J 14 Good 21 Pate 14 Good 7 Good 4 Yufi 40 Pate 21 Viml 40 Pate 21 Pate 40 Vital 40 Viral 21 Vlmi 19 Eufe 51 Good 138 Pate 138 Vimi .•• LAWN Note; Mix Groundcover species at random 9 in. on center. Cover beds w/2' mulch after planting. New 12-Plex Building H 10 Eufc 3 EufC 20 Gaod 8 Good 2 Eufc 55 Pate 21 Pate B Eu fc 5 Gaod 55 Vimi 21 Vimi 19 Good 14 Pate 51 Pate 14 Vimi 4 Yufi 4 Yufi 51 VW4 Yufl ,S.Copa f-t .•Acpa • 9fHyab' 2RhpJ �• LAWN I ' Ilyi : MaLe KOIDWOOD RAW Hym I Nboo/ SH LAWN�ALL BED AREAS IDGES LAWN / I 2 RheA S L2 Rhpj LAWN / / r Abco / / 0 a LANDSCAPE PLAN EAST BUII.DING Scale 1"=10' PLANTING SPECIFICATIONS 1. Plant names Indicated shall comply with "5tandardued Plant Names' as adopted by the latest edition of the latest edition of the Amencan Joint Commission of horticulture Nomenclature. Attach legible tag with botanical name to each or representative plant. 2. Comply wrath sizing and grading standards of the latest edition of eAmencan Standards for Nursery Stock". 3. All plants shall b , nursery growm. 4. Provide plants typical of than species and varety with normal, densely developed branches and vigorous, fibrous root systems. 5. Provide sound, healthy, vigorous plants free from defects, disfiguring knots, sunsald quires. frost cracks, abrsa ons to the bark, crooked leaders, pruning wcunae greater than one inch in diameter, imects and eggs. G. Evergreen trey shall be branched to the ground. 7. Provide freshly -dug plants. 8. Do not prune plants before delivery. 9. All plants shall be larger than the minimum size specified. rifty percent of the plants shall be in the upper -alf of the range specified. 10. Place protective covering over plants transported in open vehicles to protect from windburn. 1 1. Balled and burlapped plants - provide firm, natural balls of earth. Cracked or mushroomed rootballs are unacceptable. 12. Container -grown plants - shall have bee- grown in container for a sufficient length of time for the root system to have developed to hold its so.I togi firm and whole plants shall neither be loose in their container nor pot-bound. 13. shrubs and small plants shall meet the requirements for spread and height indicated in the plant list. Sing a stemmed or thin plans are unacceptable. 14. Time of plantmg - Apn1 15th to 5eptemi- 15th. 15. Before starting work, report any defects on the site, such as incorrect grading, W the Landscape Architect. Commencement of work by the Landscape Contractor shall indicate hiwi acceptance of the areas to be planted and h1i shall assume full respo st ility for the work of planting. 16. locate plants mdirated on the plan in the held. If obstructions are encountered that are not shown on the drawings, do not Proceed with planting operations until the Landscape Architect has Selected alternate plant locations. 17. Contractor shall contact Landscape Architect to inspect all plant maternal on site to review quality. Sine, species and variety before Planting operations Commence. 18. Plant substitutions will be permitted if authonzed by landscape Architect and City of South Buffington Arboreit. 19. If plants cannot be planted immediately upon delivery to the site, protect with soil, wet peat moss, bark mulch or in a manner acceptable to the landscape Architect. 20. stake plant locations as shown en drawings before planting. Staking local arc subject to approval of landscape Architect. 21 . The Contractor shall Perform all work in accordance with 'American Association of Nurserymen standards for Matenals, Imtallabon and Maintenance•. 22. Dig planting pits at a depth to set top of root flare slightly above finish grade and a width twice the diameter of the plant's root ball. 23. set plants in planting pit so trunks arc straight. 24. Place topsal mix in Planting pits and compact. When pit is nearly filled, water thoroughly. Pill remainder of hole with topsoil mix, build four mch height saucer at top edge of pit. Flood saucer with water. 25. Drive four, two foot long, 21nch by 2 inch hardwood stakes i'to undisturbed sal one foot beyond edge of plant pit. Tie arborbe material to opposite stakes over root ball with one tmst around tree tru^k. 26, Mulch trees and planting beds within 48 hours of planting. 27. Saturate installed plants with water during maintenance period as often as necessary to insure proper plant moisture. 28. Prune trees as necessary to remove dead or injured twigs and branches. Make cuts Just outeide of branch collar. 29. Maintain new planting and continue until acceptance. Maintenance includes: pruning, watering, weeding, mulching, resetimg plants to finish grade and vertical position. restonng plant swcers. 30. Correct defective work as soon as Possible as deficiencies become apparent and weather and season permit. 31. Remove and immediately replace all plants determined by the Landscape Architect to be unsatisfactory during the initial plantng mstallabon. 32. Notify the Landscape Architect to inspect the work for substantial Completion. This will mcude ensuring that plants are correct, healthy, suitable size and well planted. When inspectwn is approved the owner's representative will confirm with written acceptance. 33. The Contractor is responsible to guarantee all plant material to be healthy and flourishing fo- a period of two years from date of planting cr written acceptance. 34. Plant replacements shall closely match adjacent plants of the same species. 35. Contractor shall replace failed or unsatisfactory plants at ro cost to the owner. 1 wi�,tl NM N N..r aN4M RtlemM b� V aW etltla4,tl Nall! MAa aria. aeaeeio ia!"..w r+ r ! .tlai, eiaaR N.,a av }. - e,rr Nail M aMA1 4u Iaimi i�a m.M a,a ,anti eeeaw iaa"ae .� i/aNl. !re raebi eitlN M.4Nri rNena sin ! M MAa ties 1.e! r N.n,a carp ivu a� aila - scam ,tin nN. THE CONTRACTOR SHALL NOTIFY bIGSAFE' AT 1-888-DIC-SAM PRIOR TO ANY EXCAVATION. Owner & Applicant 0 10, 20' 60' GRAPHIC SCALE SOUTH VluOE COMMUNITIES, TLC C o ROBIN JEFFrRS) . BOX 2286 SOUTH BURLNO'fON, W 05407 .n.eii yvJWtlapLae,r..ie. . a.A. waa IT a e,v aAM4 e,l� ,howl how aeeiip atl wailMa Ili IIrrlf pvvr�;•�;x0.pMj',EO'a,A`T'''�� c*. 4�- 4y. *, .r,�i. _ •t8F g; s ';,samee 5```»e'raa�"m M1r1aM/i! I7 Ma'0i1D aMaali ApIMNMY ionvia .a.. ix.pa Na sea We"i0 an' haft OBCA SOUTH VILLAGE COMMUNITIES, LLC --1 Tan4rz �2m2�a anoi OBCA , -URKE O'IXARY-B CWIL ASSOCIATES, PLC - SPEAR STREET SOUTH BURLINGTON, VT �2-48,64 M LANDSCAPE PLAN EAST 12-PLEX BUILDING ru a eRrra L-5 =4a x a-a�a SOUTH VILLAGE 12-PLEX - BUILDING'D' SOUTH BURLINGTON, VERMONT lum ABBREVIATIONS ARCHITECTURAL SYMBOLS DRAWING INDEX ADD ADDITIONAL GA GAGE PVC POLYVINYL CHLORIDE DVJG. NUMBER SHEET NO. DRAWING NAME AT AIRCONDTION(fNG) GALV GALVANIZED � T17LE LINE 107 ROOM NUMBER ARCHITECTURAL AT ACOUSTIC TILE GC GENERAL CONTRACTOR QT QUARRYTILE A101A GARAGE FLOOR PLAN ADJ ADJU5TA3L.E OL GLASS A102A FIRST FLOOR PLAN AFF AUFINISH FLOOR GYP GPYSUM R RADIUS, RISER ELEVATION TAG A103A SECOND FLOOR PLAN ALUM ALUMINUM RD ROOF DRAIN, ROAD A104A ROOF PLAN APROX APPROXIMATE H.HGT HEIGHT REINF REINFORCEMENT ELEVATION NO. A201A EXTERIOR ELEVATIONS ARCH ARCHITECTURAL HC HOLLOW CORE READ REQUIRED ELEVATION A202A EXTERIOR ELEVATIONS ( \ HOPE HORIZONTAL REV REM5ION SHEET NO. AMA BUILDING SECTION BD BCARO H/C HANDICAP RM ROOM SPOT ELEVATION A401A ENLARGED UNIT PLANS BLDG BUILDING HM HOLLOW METAL RO ROUGH OPENING 402A ENLARGED UN 15LKO BING AT PLANS LOCKHVAC HEATING, VENTINALTION, & A/C A401A DOOR AND WINDOW SCHEDULE B5MT BASEMENT 5 SOUTH ECTION NO. SECTION MARKER A701A ASSEMBLY DETAILS D NDIAMETER SCH SCHEDULE A801A VT ACCES5 RULES & FAIR HOUSING CAB CABINET IN INCHCH SCW SOLD CORE WOOD SHEET N0. PARTITION TYPE CER CERAMIC IN5UL INSULATION, INSULATED SECT SECTION CJ CONTROL JOINT INT INTERIOR BHT SHEET CL CLEAR, CLEARANCE INC. INCLUDED SIM SIMILAR CLG CEILING SL SLOPE C.H. CEILING HEIGHT JAN.JC JANITORS CLOSET SPEC SPECIFICATION �12 SQUARE CMU CONCRETE MASONRY UNIT JT JOINT 50 DETAIL MARKER COL COLUMN 511? STANDARD __ a 5 ROOF SLOPE INDICATION CONC CONCRETE KIT KITCHEN, KITCHENETTE 57L STEEL CON67 CONSTRUCTION 6USP SUSPENDED CONE CONTINUOUS LAM LAS. STL STAINLESS STEEL O DOOR NUMBER CPT CARPET LAM LAMINATEMINATE REVISION CT CERAMIC TILE T & G TONOUE AND GROOVE MATL MATERIAL TEL TELEPHONE DET DETAIL MAX MAXIMUM TEMP TEMPORARY O MNDOW TYPE OIA DIAMETER MOD MEDIUM DENSITY OVERLAY TH. THK THICK, II ICKNE55 DIM DIMENSION MECH MECHANICAL THRSLD THRESHOLD ON CONK MTL METAL Tos TOP OF STEEL, SLAB PROPERTY LINE DO DOWNSPOUT MIN MINIMUM TOW TOP OF WALL DWG DRAWING MO MASONRY OPENING TYP TYPICAL B E EAST N NORTH LINO UNLESS NOTED OTHERWISE EA EACH NIC NOT IN CONTRACT 12 COLUMN GRID ELEC ELECTRICAL NO NUMBER VCT VINYL COMPOSITION TILE NORTH DESIGNATION ELEV ELEVATION, ELEVATOR NOM NOMINAL VERT VERTICAL EQ EQUAL NTb NOT TO WALE VE67 VESTIBULE EQUIP EGMIIPMENT VIF VERIFY IN FIELD CENTERLINE EXIST EXISTING OC ON CENTER VWG VINYL WALL COVERING 1" ON- E)? EXPANSION OD OUTSIDE DIAMETE CHANGE IN ELEVATION OPNG OPENING W WIDTH, WASTE, WATER, WEST FO FLOOR DRAIN OPP OPPO5[IE W/ WITH s Ala, FF F[NIDHED FLOOR W/0 WITHOUT sou hB nn9� nw o aaa FEC F[RE EXTINGUISHER W/ CABINET PL PLATE WD WOOD x F. EXT. FIRE EXTINGUISHER W/O CABINET PLYWD PLYWOOD W7 WEIGHT eaz ofa a2zz FIN FINISH PRELIM PRELIMINARY WWF WELDED WIRE FABRIC i!`I r Jl�ra Ci P��, FL FLOOR, FLASHING 1`51 POUNDS PER 5QUARE INCH WWM WELDED WIRE MESHw. _.' gahrceaa Wren c am 5 tgpSBVBKh fyW i;i9 t�ICB�,4tC� VtTi5$AB FT FOOf,FEET PTO PALMED .. phu ,f. 02)u9b,0755 rnn ($GZ)6552W Rabideau Ar6it€3ct.`s' FIG FOOTING P.T. PRE96URE TREATED ha':pss:zn 1 a- n7D 8p T 21'-11/2 21'-11/2 21'-11/2" 1'-11 2P 3" 1-0 10'-e, 1" 22 2' 1" 2" 10-6 1'- ui� N51) a �J z zCIO 0 a ?C 5! dzo N `� Lui cC 0 10' 1' 0" e �p 0�Aa GARAGE PLAN BUILDING'D' s PROJECT # 1303 SHEET NUMBER DATE: S/S/2013 5 ' SPRINKLER , I I I EXFi FAN I ' PARKfNG GARAGE -- - 26 PARKING 9PAGES � � MECH. I I I 54� 2" 9'-4" 22'-61/2" _ 30'-51/2" 22-2" 21'-11/2" 2P-11/2" 21'-11/2" 21'-3" 1 -0" 21' 3 21'-11/2" 21'-1 VP" 21'-1 V2" 21'-1 1/2" 21'-3" T-0 10'-1" 9'-11" 51 51/2" 51/2 5 V2" 51/0' 510 51/0' 1/2" 6-0 1/2" 5'-01/2 _3" 5'-R' 2'-N' 2'-4° 6-4" 2'�S"' 5'-01/2" 5'-01/2" 5'-01/2" 5'-01/2" 2" 64" 2'�+" 4" 5' 4" 2'-3 5'-01/2 6-0 1/2" 5'-01/2" LL 5-01/2' -51L 5' 4" 2' 4 2' 4 5' 4" 3" 5-01/2" 5-01/2 Lo ■ ■ ■ ■ ■ ■ - - —CD- - — LIVING/DINING LIVING/DINING LIVING/DINING LIVING/DINING LIVING/DINING LIVING/DINING TYPE-F BATH BATH BATH BATH BATH BATH UNIT #101 ® 1/2 1/2 ® TYPE-G TYPE-G ® 1/2 1/2 ® TYPE-G TYPE-6 ® 1/2 1/2 ® TYPE-F UNIT #103 UNIT #105 UNIT #107 UNIT #109 UNIT #111 ® ® ® O �I L KITCHEN KITCHEN I ;11 KITCHEN KITCHEN KITCHEN KITCHEN © © p © p ---- --- . f3AT H!-� 1/2 - - 4 1 _ © _ b KITCHEN KITCHEN � KITCHEN — B�TM KITCHEN - o DINING -' KITCHENlb -, E I u 0 TYPE-F O BAm BATH TYPE-G TYPE-D © - TYPE-G TYPE-F UNIT #102 v2 v2 ® UNIT #104 UNIT #106 ® UNIT #108 ® BAT" BATH � a � v2 v2 UNIT #110 LIVING/DINING LIVINO/DINING LVING/DINING LMNO/DINING ---- ---- LIVING BEDROOM BEDROOM � I b 0 Lo ® ® ■ ■ 5'-01/2"TrY-01/2' Z' 5'-4" �2'W-4" 25'-4" '-3 5'-01/2" 5'-01/2"' 2'1F" 2'4 BY 112" 8'-3" 2" 5-D 1/2" 5-01l2" 4'-101/2" 5'-0 i/2 5-01/2" 5'-6"t'-3'54" 2'�P' 2' 4" 5'-4" 2'-3 5'-01/2' 5'-01/2" 1101d-1" I 9'-11" 9'-11" 51 tL 51/2. 51/2" 5112" 51/2" 51/2, 51/2 21'-i 1/2" 21'-1 Vol 21'-1 V2" 21'-11/2" FIRST FLOOR PLAN BUILDING W SCALE. 3/lb" = 1' U" /:;NSECOND FLOOR PLAN BUILDING V Po SHEET NUMBER DATE: 08/27/2015 SHItW. Wl;/1lIUN5 ARE ROOF PLAN BUILDING V SR��A D.(SEE `f SCALE 3116 1 0 n RIDGE VENT DETAIL L SCALE: NONE ASPHALT SHINGLES OVER 15# 5nMINOU5 FELT UNDERLAYMENT. ROOF TRUSS PROVIOE'13ITUTIHANE" ICE & WATER PROPER -VENT ABOVE SHIELD. 24" MIN. FROM EAVE. BLOCKING TO INSURE ROOF SHEATHING AIR FLOW D) GALV. DRIP EDGE ~ LOOSE -FILL IN5UL r IN A17IC (R-36 MIN) r FIBER CEMENT BOARD - HURRICANE CLIP SOFFIT AND FASCIA 18"TYR ROOF OVERHANG 1 CONTINUOUS PERFORATED O.W.B. VINYL SOFFIT VENT SIDING OVER AIR INFILTRATION BARRIER CAULKING OR SEALANT WALL SHEATHING OVERHANG nTYPICAL @EAVE 1� SCALE: 1" =1'-0 ROOF NOTES 1. ROOF OVERHANGS 0 EAVES, RAKE, ETC. SHALL BE 18" BEYOND FACE OF EXTERIOR WALL ( UNLESS OTHERWISE NOTED) 2. WATERPROOF UNDERLAYMENT, I.E., "BITUTHANE" ICE AND WATER SHIELD, OR EQUAL, SHALL BE APPLIED TO ROOF DECK AT VALLEYS AND EAVES. COVER ROOF DECK FROM EAVES BACK AT LEAST 24 INCHES. COVER VALLEYS AT LEAST 24 INCHES EACH SIDE. 3. PROVIDE CONTINUOUS RIDGE VENTS AT ALL PITCHED ROOFS. ( MAIN AND DORMER ROOFS ) 4. PROVIDE CONTINUOUS SOFFIT VENTS AT ALL EAVE OVERHANGS. ( SEE DETAIL THIS SHEET. ) 5. PROVIDE ACCE55 TO AREA IN ATTICS WHERE CLEAR HEIGHT 15 OVER 30' WITH AN OPENING NOT LESS THAN 22' X 30" DRAFTSTOPPING NOTES NY CONCEALED '0MBU5TiBLE SPACE IN WHICH BUILDING MATERIALS HAVE A FLAME SPREAD IN GREATER THAN CIA55 A ARE EXPO5ED SHALL DE ORAF75TOFFED AS FOLLOWS: 1. EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL BE FIRES-70MED AT EACH FLOOR LEVEL, AT THE TOP STORY CEIUNG LEVEL, AND AT THE LEVEL OF SUPPORT FOR ROOFS. 2. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUBDIVIDED BY DRAFTST0P5 INTO AREAS NOT TO EXCEED 3000 SQUARE FEET. 3. ANY CONCEALED SPACE BETWEEN THE CEILING AND THE FLOOR OR ROOF ABOVE SHALL 5E DRAFT5TOFFEFOR THE FLOOR OR ROOOFOR THE F STRUCTURALLDEPTH OF THE SPACE MEM5ERS AND, IF NECESSARY, AT LINE OF OTHER LOCTISUPPORT TO FORM AREAS NOT TO EXCEED 1000 SQUARE FEET FOR ANY SPACE BETWEEN THE CEILING AND FLOOR, AND 3000 SQUARE FEET FOR ANY SPACE BETWEEN THE CEILING AND ROOF. THESE ORAFT51"OPPING REQUIREMENTS ARE NOT REQUIRED WHERE ANY OF THE FOLLOWING CONDITIONS ARE MET: 1. WHERE THE SPACE 15 PROTECTED THROUGHOUT 5Y N APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7. 2. WHERE CONCEALED SPACES SERVE AS PLENUMS. 3. WHERE THE INSTALLATION 15 AN EXISTING INSTALLATION DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2 INCH THICK GYPSUM BOARD, 15/32 INCH THICK PLYWOOD, OR OTHER APPROVED MATERIALS THAT ARE ADEQUATELY SUPPORTED. THE INTEGRITY OF ALL PRAFT57OFS SHALL BE MAINTAINED. NFPA 101, 2012 EDITION, SECTION 5.6.11 - CONCEALED SPACES AND DRAFTSTOPS ca Z 0 M a m � Z O gv W® CL —j z ILL 9 ® rq V-1 W J_ � "> Q 0 � s Q m t 0 1303 SHEET NUMBER IA10 DATE: 5/8/2013 " uiin�iiini►\ /.IgrrN = Irrrr / .r■ulnn�r■Ir■r■n. \ .urr.Nmrpprurrrnrr. /..r■1■1r■1■Ir■Irlr■I■.r■Ir■r■ ■■r /I■nn■.n■o■uromrorumnnoi:. /nrournr■nrnronrnrr■.. ■Irr■■nrr■IONI�rr■Irrr■IrO■■rrr■�\ MIN now. ror■1■■r■..■1■■■rrIrnrrr1r■r■■lrnN�.■r■r ■rr■rO■.rurr■rOr■■lrur1Ir■■rO.rl■.■lrrr■rr■■Irrrr■1rr■N■p.l■Orrpnr■■N■.■rrrgrrlul.rrr►■lr ',.lr■ �•rqI•r�0r .`,� r�rrI� ■rlu■�Iur ■rnv' Wur r.11■O■r■■r..■\Ir\r. . 'r■■■O■n� ■l1■.r,1 _��.��...�■/■■1�1r■!n■:■■�l■■I■I.1rMr!■!I ■!.■�r�__ .nr.l _. �/�■■HIIirrorrurrr■nnArIlrr■�■■NInI4IurN�� -■Ir■r■rg■.■rN.rrN■r■■lrrIIllr N ��r�.r�linrnrr�nNr■�N�r■�r.\r.u-rinr'.■\.rrr r► ■1milp- !rr.lnr _�■jIrr- rrI,r■■ ° _-----------ii'�,.. �' -+ , .mJLLnrmrlrmn■■ar�l%� nor -- No Text %G PLATE 1 t 56'-5" I 5EGON0 FLOOR _ EL. 378'-3 7/8" Ah F(R5T FLOOR TV EL.368'-0" - GARAGE FLOOR EL.358'-0" r nBUILDING SECTION 1 SCALE. 1 4" - 1'4' PROVIDE AND INSTALL CONTINUOUS CLOSED CELL FOAM SILL GASKET AT ALL EXTERIOR PLATE LINES NOTE, BVLD� GROUND REQUIREMENT. AN ELEG. DE ENCASED IN AT LEAST ]" OF CONCRETE LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTINS THAT IS IN DIRECT CONTACT WITH THE EARTH. THE ELECTRODE' MUST EE NO SMALLER THAN 4 AWS AND NOT EXTEND LESS THAN 30 FT OP BARE COPPER WIRE. 5(DE VIEW AW6 COPPER CONDUCTOR r; ' �YP4CAiEINFORC[NG,8AR5 ,: :. ' OBBU�IIL,DING GROUND DETAIL ROOF SHEATHING 1 LAYER 5/8 UD EXTERIOR GRADE D W TH EDGE CUPS PRE-ENGINEERED TRUSS, SYSTEM STEEL BEAM FLOOR FRAMING (SEE 61RUCTURAL6) MVIDE'650 SYSTEM' DROP CEILING WITH EXTERIOR GRADE SOFFIT GYP. BOARD AND TWO COATS OF MOLD RESISTANT PAINT ASPHALT V 30 YEAR ER OF :0 ASPHALT 2NO FLOOR UNIT 15T FLOOR UNIT PLATE AT THE EAVES. IF FULL DEPTH 16 NOT REACHED R-60 ATTIC INSULATION 15 REQUIRED. —AIR INFILTRATION BARRIER AIR SEAL BAND JOIST ///—WttH CL05ED CELL FOAM SPRAY APPLIED INSULATION -`TOP RATE --R-20 BAIT INSULATION 5/8" GYP BOARD SOLE PLATE MR R30INSULATION FIRESTOPPING NOTES I THE CONTRACTOR SHALL INSURE THAT ALL TRADES INVOLVED IN THE WORK PROVIDE F[RESTOPPING TO SEAL ANY AND ALL PENETRATIONS, OPENINGS AND VOIDS IN, AROUND OR BETWEEN FIRE RATED ASSEMBLIES. NOTE: FIRE AND DRAFT STOPPING SHALL NOT BE CONCEALED FROM VIEW PRIOR TO BEING INSPECTED AND APPROVED. FIREBTOPPINO SHALL COMPLY WITH GOVERNING CODES 50 THAT THE REQUIRED RATING OF AN A55EM13LY 16 NOT REDUCED OR ELIMINATED BY PENETRATIONS. IN GENERAL, FIREBTOPPING 15 REQUIRED WHEREVER: o PENETRATIONS OCCUR THROUGH FIRE RESISTANCE RATED ASSEMBLIES BY BUILDING SERVICE LINES SUCH AS PIPING, DUCTWORK, CONDUIT, ETC. e JOINTS OCCUR IN OR V0105/0AP5 OCCUR AROUND FIRE -RATED ASSEMBLIES. a AIR PASSAGES ARE CONCEALED OR PASS VERTICALLY THROUGH FLOORS, SUCH AS SHAFTS, CEILING PLENUMS AND MECHANICAL, ELECTRICAL, POWER AND COMMUNICATION CHASES. o CONCEALED SPACES WITH ORAFT57OPPING EVERY 3,000 SQUARE FEET UNLESS THE BUILDING IS SPRINKLEREO. o PLENUMS CONCEALED WITHIN A FLOOR ASSEMBLY MUST BE FIRESTOPPED OVER/UNDER PERMANENT WALLS AND OTHERWISE TO LIMIT CLEAR -OPEN SPACES TO 100 SQUARE FEET. NOTE: ANY AND ALL PENETRATIONS THAT PA88 THROUGH A RATED ASSEMBLY MUST BE FIRE STOPPED BY MEANS OF A LISTED A55EMDLY TO STOP THE SPREAD OF HEAT AND SMOKE PER NFPA 101: 8.3.5 (2012 EDITION) CUT SHEETS MUST BE SUBMITED TO THE DIVISION 0" FIRE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. NOTE: FIREBLOCKING. W COMBUSTIBLE CONSTRUCTION, FIRE15LOCKING SHALL BE INSTALLED TO CUTOFF CONCEALED DRAFT OPENINGS CBOTH VERTICAL AND HORIZONTAL AND SHALL FORM AN EFFECTIVE 15ARR ER BETWEEN FLOORS, BETWEE A TOP STORY AND A ROOF OR ATTIC SPACE. INTERNATIONAL BUILDING CODE 2012 EDITION, SECTION 718) NOTE: AIR CONDITIONING, HEATING, VENT'LATIONG DUCTWORK, AND RELATED EQUIPMENT SHALL BE IN ACCORDANCE WITH NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, OR NFPA 908, STANDARD FOR THE INSTALLA11ON OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS, AS APPLICABLE, UNLESS SUCH INSTALLATIONS ARE APPROVED EXI6TING INSTALLATIONS, WHICH SHALL BE PERMITTED TO BE CONTINUED IN SERVICE. (NF-A 101, 2012 EDITION, SECTION 9.2) CLOTHES DRYERS SHALL BE EXHAUSTED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. EXHAUST DUCTS SHALL NOT PENETRATE OR BE LOCATED WITHIN ANY FIRE BLOCKING, DRAFT STOPPING, OR ANY OTHER FIRE RATED ASSEMBLY UNLESS SUCH DUCT 15 CONSTRUCTED OF 26 GAUGE GALVANIZED ROUND STEEL. ( INTERNATIONAL MECHANICAL CODE SECTION 501 TENANT SEPARATION WALLS MUST BE 1 HOUR FIRE RATED AND BE CONTINUOUS FROM FLOOR SLAB TO UNDERSIDE OF CEILING ABOVE. ( INTERNATIONAL BUILDING CODE. 2012 EDITION SECTION 708. ) DRAFT5TOPPING NOTES 1. DRAFTSTOPPING MATERIALS SHALL BE NOT LE65 THAN 1/2 INCH GYP. BD.. 3/8 INCH PLYWOOD, OR OTHER MATERIALS ADEQUATELY SUPPORTED. 2. ATTIC ACCESS PANELS SHALL BE PROVIDED AT THE SECOND FLOOR CEILING TO ALLOW ACCESS TO EACH INDIVIDUAL ATTIC COMPARTMENT SEPARATED BY DRAFTSTIOPS. NOTE: ONLY PIPING (INCLUDING SPRINKLER PIPING), CONDUIT AND MECHANICAL EQUIPMENT ASSOCIATED WITH THE ELEVATOR MACHINE ROOM MAY PENETRATE AND ENTER MACHINE ROOM, BUT NOT PASS THROUGH IT. (ANSI A17101.2b) ALL BUILDINGS CONTAINING "TRU55 CON5'RUC11CN" ASSEMBLIES SHALL BE PROVIDED WITH 5IGNAGE PERMANENTLY AFFIXED AT A HEIGHT OF 4 FT ABOVE THE GROUND LOCATED AT THE LEFT 61DE OF THE MAIN ENTRANCE, OR AT THE LOCATION OF THE REMORE FIRE ALARM ANNUNCIATION FANEL- THE SIGN SHALL BE TRIANGULAR IN SHAPE AND MEASURING 12 INCHES HORIZONTALLY AND 6" VERTICALLY AND OF A CONITV671NO COLOR TO THE BACKGROUND CONTAINING THE LETTER R FOR TRUSS ROOF. THE BUILDING SHALL HAVE ADDRESS NUMBERS PLACED IN A P051TION TO BE PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRA57 WITH THEIR BACKGROUND. (NFPA 1, 2012 EDITION) s ,d E 0 se l s aROJ ECT # 1303 SHEET NUMBER DATE:5/S/2013 51/2" 5 I \ + ==0 Q � FLOORe Q1ST l 6'-71/2" 112'-111/2"' 10'-11/2" 3 L 51/2" 1 1ST FLOOR PLAN - UNIT TYPE `GI 101_1" 1 -1' 51/2" 31/2 5'-01/2" 5'-01/2" —_ S-01/2" L 5'-01/2" T-0" PE K CK a � 5, O kin CD m J BEDROOM BEDROOM tb 6'-11/0, 3-8" 4'-O" 5'-91/2" 31/2' 3112 3112' SD 5D O 65 W.I. 5 NOTE: CONFIRM TUB R.O. ----- tOj PRIOR TOFRA N DN Q `r o 1/2"�/2" © 3J(2 b 51/2"� 10' PROVIDE Z�WALL 6 7T -UNIT2ND FLOOR PLAN TYPE 'FFLOOR PLAN TYPE T C � CD BE R OM DED M OO 5'-91/0' 4'-O" 3-8" 8-11/2" 31/2" 31/2" 31/2" SD . . .... m©. 0-5_ DN JIM 3 2 © 51/2" 31 t BA LL 6'-71/2" 2-5/2" PROV W� 3 la, 5 1/23335 1/2" Z M FLOOR PLAN - UNIT TYPE W L m ELECTRICAL FIXTURE LEGEND y © FAN AND LIGHT COMBINATION FIXTURE CABLE AND DATA OUTLET QE EXTERIOR RECESSED LIGHTING FIXTURE ® © INTERIOR RECESSED LIGHTING FIXTURE PENDANT LIGHTING FIXTURE py SURFACE MOUNTED LIGHTING FIXTURE QU UNDER CABINET LIGHTING FIXTURE o WALL MOUNTED LIGHTING FIXTURE BATHROOM FAN AND LIGHT VISITABLE [ACT 88] NOTES: VISITABLE rACT 881 - A COMBINATION OF ACCESSIBLE AND ADAPTABLE ELEMENTS FOR ALL DWELLING UNITS ESTABLISHED UNDER ACT 88, SIGNED IN TO LAW APRIL 27, 2000 INCLUDING: fil A5T 3T LEAST ONE FIRST FLOOR EXTERIOR DOOR THAT IS AT 6 INCHES WIDE. FIRST FLOOR INTERIOR DOORS BETWEEN ROOMS THAT ARE T LEAST 34 INCHES WIDE OR OPEN DOORWAYS THAT ARE AT LEAST 32 INCHE5 WIDE WITH THRESHOLDS THAT ARE LEVEL, RAMPED OR BEVELED. © INTERIOR HALLWAYS THAT ARE LEVEL AND AT LEAST 36" W DE ® ENVIRONMENTAL AND UTILITY CONTROLS AND OUTLETS THAT ARE LOCATED AT HEIGHTS THAT ARE WITHIN 15" TO 48" OFF THE FLOOR FOR FRONT REACH LIMITS AND 9" AND 54' FOR SIDE REACH LIMITS. ALLOW LATER INSTALLATION OF GGFANTS IB BARS AROUND THE WALLS TO TUB, SHOWER STALL AND SHOWER BEAT, WHERE SUCH FACILITIES ARE PROVIDED. 5YMB0L LEGEND PF070ELECTRIC-ONLY SMOKE ALARMS ARE REQUIRED TO BE INSTALLED IN THE VICINITY OF ANY BEDROOM AND ON EACH LEVEL OF A DWELLING, INCLUDING THE BASEMENT. ALARMS MUST BE HARD -WIRED INTO THE HOME ELECTRICAL 5Y5TEM, AND MUST AL50 HAVE A BATTERY BACKUP. INSTALL SMOKE ALARMS IN EACH BEDROOM FOR ADDITIONAL PROTECTION OAND INTERCONNECT SMOKE ALARMS TOGETHER SO IF ONE SOUNDS AN SD ALARM, THEY ALL SOUND AN ALARM. MOUNT SMOKE ALARMS ON FLAT CEILINGS NO CLOSER THAN 4+' FROM THE ADJOINING WALL SURFACE. MOUNT SMOKE ALARMS ON WALLS NO CLOSER THAN 4", AND NOT FURTHER THAN 1211, FROM THE ADJOINING CEILING SURFACE. DO NOT INSTALL A SMOKE ALARM WITHIN W' OF A CEILING 5U5PENDE7 FAN, A SUPPLY REGISTER OR THE DOOR TO THE BATHROOM OR KITCHEN. PER 2012, VERMONT FIRE AND BUILDING SAFETY CODE: NFPA 1,13 68.3.1.1 FE PORTABLE FIRE EXTINGUISHERS: PORTABLE FIRE EXTINGUISHERS INSIDE INDIVIDUAL APARTMENT OR CONDO UNITS SHALL BE PERMITTED TO BE 2-1/2 POUND DRY CHEMICAL CAPACITY. CARBON MONOXIDE (CO) DETECTORS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS FOR ALL MULTI -FAMILY DWELLINGS. AN ADI)MONAL CO ©DETECTOR SHALL BE INSTALLED IN ANY SLEEPING ROOM THAT CONTAINS A FUEL -BURNING APPLIANCE. CO DETECTORS TO BE INSTALLED IN ACCORDANCE WITH NFPA 720. CO DETECTORS SHALL BE DIRECTLY WIRED TO A NON -DEDICATED ELECTRICAL BRANCH CIRCUIT FOR THE BUILDING WITH BATTERY BACK-UP. GENERAL NOTES 1. COMBINATION PHOTOELECTRIC SMOKE AND CARBON MONOXIDE R, ALARMS ARE ACCEPTABLE FOR NEW INSTALLATIONS OR REPLACEMENTS. BINAI ION SMOKE ALARMS THAT INCLUDE IONIZATION AND PHOTELECTRIC 5ENSOR5 IN THE SAME ALARM ARE NOT PERMITTED TO BE USED FOR NEW INSTALLATIONS OR REPLACEMENTS. z z Z co 0 e X Z e g W UJ Lu WIr (D z In e z uj r� z 0 m x ;1. 95 F-1 PROJECT 0 1303 SHEET NUMBER 41 DATE: S/B/2013 UNIT TYPE VAT 1ST FLOOR (ACCESSIBLE UNIT) SCALE: 1 4°�°-oe SNIT TYPE T AT 2ND FLOOR 2 SCALE; .1. - 1 - ACCESSIBILITY NOTES THE PUBLIC AND COMMON USE AREAS ARE READILY ACCESSIBLE TO AND USEABLE BY HANDICAPPED PERSONS. ALL THE DOORS DESIGNED TO ALLOW PASSAGE INTO AND WITHIN ALL PREMISES ARE SUFFICIENTLY WIDE TO ALLOW PASSAGE BY HANDICAPPED PERSONS IN WHEELCHAIRS. ALL PREM15E6 WITHIN THE COVERED MULTIFAMILY DWELLING UNITS CONTAIN THE FOLLOWING FEATURES OF DESIGN: AN ACCESSIBLE ROUTE INTO AND THROUGH THE COVERED DWELLING UNIT. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS, AND OTHER ENVIRONMENTAL CONTROLS IN ACCESSIBLE LOCATIONS. PROVIDE REINFORCEMENT IN SHOWERS AND AROUND TOILETS AS REQUIRED FOR FUTURE INSTALLATION OF GRAB BARS. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4' IN HEIGHT. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING OR GRASPING OF THE WRIST TO OPERATE. (LEVER - TYPE HARDWARE 15 MOST PRACTICAL) - AT LEAST ONE FIRST FLOOR BATHROOM MUST MEET THE FOLLOWING CRITERIA: THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM AND 18 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION. - THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 15 INCHES MINIMUM AND 18 INCHES MAXIMUM, MEASURED TO THE TOP OF THE SEAT. CABINETRY SHALL BE PERMITTED UNDER LAVATORIES AND KITCHEN SINKS PROVIDED THAT ALL OF THE FOLLOWING SHALL BE PROVIDED: A. THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE FIXTURE. B. THE FINISH FLOOR EXTENDS UNDER THE CABINETRY; AND C. THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINI5HEO. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACED UNDER LAVATORIES OR SINKS. FAUCETS MUST BE LEVER TYPE MIRROR MUST BE NOT MORE THAN 40" ABOVE FLOOR LEVEL PROVIDE ACCESSIBLE COMPLIANT TUB SEAT ®BATHTUB KITCHENS SHALL COMPLY WITH THE FOLLOWING CRITERIA: - AT LEAST ONE 30 INCH WIDE MINIMUM SECTION OF COUNTER SHALL PROVIDE A KITCHEN WORK SURFACE SHALL HAVE A CLEAR FLOOR SPACE BELOW THE WORK SURFACE. NOTE CABINETRY SHALL BE PERMITTED UNDER THE KITCHEN WORK SURFACE PROVIDED ALL OF THE FOLLOWING CONDITIONS ARE MET: A. THE CABINETRY CAN BE REMOVED WITHOUT THE REMOVAL OR REPLACEMENT OF THE KITCHEN WORK SURFACE, B. THE FINISH FLOOR EXTENDS UNDER THE CABINETRY; AND C. THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. THE KITCHEN WORK SURFACE SHALL BE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE WORK SURFACE COUNTERS. CABINETRY SHALL BE PERMITTED UNDER LAVATORIES AND KITCHEN SINKS PROVIDED THAT ALL OF THE FOLLOWING SHALL BE PROVIDED: A. THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE FIXTURE. B. THE FINISH FLOOR EXTENDS UNDER THE CABINETRY; AND C. 11-1E WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. LAVATORIES AND SINKS SHALL BE INSTALLED NTH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. - WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES OR SINKS. COMBINATION REFRIGERATORS AND FREEZER SHALL HAVE AT LEAST 50 PERCENT OF THE FREEZER SPACE 54 INCHES MAXIMUM ABOVE THE FIN15H FLOOR. -LOWEST SHELF AT KITCHEN WALL CABINETS TO BE 40" A.F.F. (MAX.) FOR SIDE REACH ACCESSIBILITY NOTES (FOR UN:TS REQUIRED TO HAVE COMMUNICAION FEATURES) WHERE A BUILDING FIRE ALARM SYSTEM IS PROVIDED, THE SYSTEM WIRING SHALL BE EXTENDED TO A POINT WITHIN THE RESIDENTIAL DWELLING UNIT IN THE VACINITY OF THE RESIDENTIAL DWELLING UNIT SMOKE DETECTION SYSTEM. ALL V(515LE ALARM APPLIANCES PROVIDED WITHIN THE RESIDENTIAL DWELLING UNIT FOR BUILDING FIRE ALARM N011FICAITON SHALL BE ACTIVATED UPON ACTIVATION OF THE BUILDING FIRE ALARM IN THE PORTION OF THE BUILDING CONTAINING THE RESIDENTIAL DWELLING UNIT. RE51DENITAL DWELLING UNIT SMOKE DETECTION SYSTEMS SHALL COMPLY NTH NFPA 72. ALL VISIBLE ALARM APPLIANCES PROVIDED WITHIN THE RESIDENTIAL DWELLING UNIT FOR SMOKE DETECTION SHALL BE ACTIVATED UPON SMOKE DETECTION. A HARD -WIRED ELECTRIC DOORBELL SHALL BE PROVIDED. A BUTTON R SWITCH SHALL BE PROVIDED OUTSIDE THE RESIDENTIAL DWELLING UNIT PRIMARY ENTRANCE. ACTIVATION OF THE BUTTON R SWITCH SHALL INITIATE AN AUDIBLE TONE AND VISIBLE SIGNAL WITHIN THE RESIDENTIAL DWELLING UNIT. WHERE VISIBLE DOORBELL SIGNALS ARE LOCATED IN SLEEPING AREAS, THEY SHALL HAVE CONTROLS TO DEACTIVATE THE SIGNAL. - A MEANS FOR VISUALLY IDENTIFYING A VISITOR WITHOUT OPENING THE RESIDENTIAL DWELLING UNIT ENTRY DOOR SHALL BE PROVIDED AND SHALL ALLOW FOR A MINIMUM 180 DEGREE RANGE OF VIEW. NOTE: IN DOORS, PEEPHOLES THAT INCLUDE PRISMS CLARIFY THE IMAGE ANS SHOULD OFFER A WIDE-ANGLE VIEW OF THE HALLWAY R EXTERIOR FOR BOTH STANDING PERSONS AND WHEELCHAIR USERS. SUCH PEEPHOLES CAN BE PLACED AT A STANDARD HEIGHT ADN PERMIT A VIEW FROM SEVERAL FEET FROM THE DOOR. ELECTRICAL FIXTURE LEGEND FAN AND LIGHT COMBINATION FIXTURE ® CABLE AND DATA OUTLET QE EXTERIOR RECESSED LIGHTING FIXTURE Q INTERIOR RECESSED LIGHTING FIXTURE © PENDANT LIGHTING FIXTURE �5 SURFACE MOUNTED LIGHTING FIXTURE Q UNDER CABINET LIGHTING FIXTURE o WALL MOUNTED LIGHTING FIXTURE BATHROOM FAN AND LIGHT OYMB0L LEGEND PHOTOELECTRIC -ONLY SMOKE ALARMS ARE REQUIRED TO BE INSTALLED IN THE VICINITY OF ANY BEDROOM AND ON EACH LEVEL OF A DWELLING, INCLUDING THE BASEMEN`, ALARMS MUST BE HARD -WIRED INTO THE HOME ELECTRICAL SYSTEM, AND MUST AL50 HAVE A BATTERY BACKUP. INSTALL SMOKE ALARMS IN EACH BEDROOM FOR ADDITIONAL PROTECTION OAND INTERCONNECT SMOKE ALARMS TOGETHER SO IF ONE SOUNDS AN 5D ALARM, THEY ALL SOUND AN ALARM. MOUNT SMOKE ALARMS ON FLAT CEILINGS NO CLOSER THAN 4" FROM THE ADJOINING WALL SURFACE MOUNT SMOKE ALARMS ON WALLS NO CLOSER THAN 4", AND NOT FURTHER THAN 12". FROM THE ADJOINING CEILING SURFACE. DO NOT INSTALL A SMOKE ALARM WITHIN W' OF A CEILING SUSPENDED FAN, A SUPPLY REGISTER OR THE DOOR TO THE BATHROOM OR KITCHEN. PER 2012. VERMONT FIRE AND BUILDING SAFETY CODE: NFPA 1,13.6.83.1.1 FE INDIVIDUAL APARTMEDLE FIRE NT ORCONDOUNITSBUE SHALLEBE PERMITTED TOEXTINGUISHERS IBEI� 2-1/2 POUND DRY CHEMICAL CAPACITY. CARBON MONOXIDE (CO DETECTORS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA INTHE IMMEDIATE VICINITY OF THE BEDROOMS FOR ALL MULTI -FAMILY DWELLINGS. AN ADDITIONAL CO ®DETECTOR SHALL BE INSTALLED IN ANY SLEEPING ROOM THAT CONTAINS A FUEL -BURNING APPLIANCE CO DETECTORS TO BE INSTALLED IN ACCORDANCE WITH NFPA 720. CO DETECTORS SHALL BE DIRECTLY WIRED TO A NON -DEDICATED ELECTRICAL BRANCH CIRCUIT FOR THE BUILDING WITH BATTERY BACK-UP. GENERAL NOTES 1. COMBINATION PHOTOELECTRIC SMOKE AND CARBON MONOXIDE (COS ALARMS ARE ACCEPTABLE FOR NEW INSTALLATIONS OR REPLACEMENTS. COMBINATION SMOKE ALARMS THAT INCLUDE IONIZATION AND PHOTELECTRIC SENSORS IN THE SAME ALARM ARE NOT PERMITTED TO BE USED FOR NEW INSTALLATIONS OR REPLACEMENTS. I SHEET NUMBER DATE: 5/8/2013 WINDOW SCHEDULE GENERAL NOTES Jr SECONDARY MEANS OF ESCAPE - OUTSIDE WINDOWS VINYL BUILDER'S VINYL BUILDER'S VINYL BUILDER'S VINYL BUILDER'S OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE, WITHOUT THE USE OF TOOLS, KEYS, OR SPECIAL R) GRADE GRADE DOUBLE- GRADE DOUBLE - VINYL SLIDING GRADE DOUBLE- EFFORT, THAT PROVIDES A CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET, WITH THE WIDTH NOT WITH ENERGY 3�i WITH HUNG WINDOW Rai WITNH ENERGY i % PA7 0 DOOR UNIT HUNG WINDOW LESS THAN 201NCHES, THE HEIGHT NOT LE55 THAN 24 INCHES, AND THE BOTTOM OF THE OPENING NOT STAR NORTHERN STAR NORTHERN STAR NORTHERN W/ INSULATED, WITH ENERGY MORE THAT44 INCHES ABOVE THE FLOOR. NTH SUCH MEANS OF ESCAPE ACCEPTABLE PROVIDED THAT GLAZING BY GLAZING BY GANG BY F i TEMPERED, STAR NORTHERN ONE OF THE FOLLOWING CRITERIA 15 MET: m JELD WEN' 'JELD WEN JELD WEN' LOW-E ARGON LLJ GLAZING BY A. THE WINDOW IS WITHIN 20 FEET OF THE FINISHED GROUND LEVEL. N FILLED GLAZINGJELD WEN' B. THE WINDOW 16 DIRECTLY ACCESSIBLE TO FIRE DEPARTMENT RESCUE APPARATUS, AS APPROVED BY THE `r ITY NG tv / C. THE WIDOW ORVIDOOR UOPENS ONTO AN EXTERIOR BALCONY. NFPA 101, 2012 EDITION, SECTION 32.22.3 WINDOW TYPE - A nWINDOW TYPE - B nWINDOU� TYPE - C �LNDOW TYPE - D WINDOW TYPE - E 1.WALLTHICKNE55ESMAYVARYONH.MDOORFRAME5DETAILS.DOORSUPPL[ERSHALL L • 1 4 - 1-0 SCALE: 1 "=1°ZI" `1;CALE: IT^ = l'-0 SCALE:1 4 =1°-0°r SCALE:1 4" = 1 0°' SUBMIT SHOP DRAWINGS FOR REQUIRED FRAME DEPTH PRIOR TO FABRICATION DOOR SCHEDULE O 2. RATED DOORS SHALL ONLY BE INSTALLED IN RATED FRAMES - ALL COMPONENTS SHALL BE PERMANENTLY LABELED BY MANUFACTURER. 3. ROUGH OPENING SIZE REQUIREMENTS MAY VARY FROM MANUFACTURER TO MANUFACTURER 3'-a' 2'-6" 2'-O" CONTRACTOR SHALL VERIFY ACTUAL R.O.'S BY BRAND PRIOR TO FRAMING. 21/4 21/4' 21/4" 21/4" 21/4''_V - 21M' 4. MINIMUM THERMAL PERFORMANCE FOR ALL WINDOWS: MAXIMUM U-FACTOR 0.28. 5. MINIMUM THERMAL PERFORMANCE FOR ALL DOORS: MAXIMUM U-FACTOR 0.28. FIBERGLASS ENTRY DOOR 147 1 W' TH. NOWRATED SYSTEM BY 'THERMATRU ? ? 13/8" TH. NON -RATED 13/8" TH. NON -RATED c� HOLLOW CORE DOOR W/ N HOLLOW CORE DOOR W/ DOORS'. CLA51C CRAFT c� HOLLOW CORE DOOR W/ A4 ID A AMERICAN. CRAFTSMAN (o HAROBOARDFAC MOLDED HARDBOMOLDEDARD MOLDED STAIR AND HANDRAIL DETAILS 5 LITE 2 PANEL, FLUSH GLAZED (D HARDBOARD FACE HARDBOARD FACE. 3 LITE. 3'-O'k6'-B" .. PRE -HUNG FRAMED UNIT W/ PRE -HUNG FRAMED UNIT W/ PRE -HUNG FRAMED UNIT W/ 2 V4' PINE COLONIAL CASING 21/4E' PINE COLONIAL CASING 21/4" PINE COLONIAL CASING 1(0' TREAD MIN. NEW STAIR REQUIREMENTS - WITHIN DWELLING UNITS 3/yl N�NG TYR DIMENSIONAL CRITERIA DOOR TYPE - A n fPE - B nDOOR TYPE - C �DO�OR, TYPE - D WOOD TREAD&R15ERCON5T. FEATURE FEET/INCHES H 1 " _ n �" =1-0" t J 5CALL:1/4" i°�" PER STAIR FABRICATOR'S MAXIMUM HEIGHT OF RISERS 7-3/4 INCHES �-/ a`^" "`" STANDARDS TO COMPLY W/ CODE MMINIMUM INIMUM HEIGHT OF DEPTH INCHES OIHES MINIMUM HEADROOM 6 FT 8 INCHES MAXIMUM HEIGHT BETWEEN LANDINGS 12 FEET 2'-6" Z-6" 2-O" ZEE 1'-6" VERMONT 2012 FIRE AND BUILDING SAFETY CODE 2 1/4)21/4" 21/4" 21/4" 2 1/4'21/4N' 2„ STRINGERS PER NOTE: STAIRS AND RAMPS SHALL HAVE HANDRAILS ON BOTH SIDES, EXCEPT EXISTING 71 i STANDARDS FABRICATORS STAIRS, EXISTING RAMPS, STAIRS WITHIN DWELLING UNITS AND WITHIN GUEST ROOMS, 2X4 TOE AND RAMPS WITHIN ONELUNG UNITS AND GUEST ROOMS WHICH SHALL BE PERMITTED 13/&' TH. NON RA ED a 13/8" W NON -RATED ? 13/8" W RE DO R 1-3/4 THICK, INSULATED & STRING RSTRIP 1/2" O.W.B. ® UNDERSIDE TO HAVE A HANDRAIL ON ONE SIDE ONLY. c� HOLL.OW CORE DOOR W/ w HOLLOW CORE DOOR W/ FLUSH HOLLO✓'l METAL DOOR d� 2-PANEL MOLDED 7p N 2 PIANEL MOLDED R W/ �� ANCHOR PLATE OF 5TAIIR5 & LANDINGS 2-PANEL MOLDED r REQUIRED GUARDS AND HANDRAILS SHALL S,IN91CONTINUE FOR THE FULLALLBLENGTH OF EACH i HARDBOARD AM E. HARDBOARD FACE, HARDBOARD FACE. m W/ PAINT FI I H (TYP.) FLIGHT O STAIRS. A7 TURNS OF NEW STAIRS, IN51DE HANDRAILS SHALL BE � CON111N0005 BETWEEN FLIGHTS AT LANDINGS. PRE -HUNG FRAMED UN f W/ ® PRE -HUNG FRAMED UNIT W/ PRE -HUNG FRAMED UNIT W/ \ HOLLOW METAL FRAME LOWER LANDING DETAIL NEW HANDRAILS ON STAIRS SHALL BE NOT LESS THAN 34INCHES, AND NOT MORE 0 21/4" PINE COLONIAL CA51NG 21/4" PINE COLONIAL CASING 21/4" PINE COLONIAL CASING \'� f �" _ �i�° 38 INCHES, ABOVE THE SURFACE OF THE TREAD, MEASURED VERTICALLY TO THE TOP OF THE RAIL FROM THE LEADING EDGE OF THE TREAD. J Q+ 1 112" O.D. WOOD HANDRAIL 1 A�RAI SECTION WITH AN OUTSIDE DIAMETER OFLUDE ONE OF THE NOT LESS THAN 1 1/4 INCHES InJ�DOOR TYPE - E D R TYPE - F D OR_TYPE - G nDOOR TYPE - H METAL WALL BRACKETS AND NOT MORE THAN2INCHES, p _Z ) 2. SHAPE -HA, IS OTHER THAN CIRCULAR WITH A PERIMETER DIMENSION OF NOT LESS 'i�� l.,%3��" = i��n (SEE NOTE ABOVE r THAN 4 INCHES, BUT NOT MORE THAN 61/4 INCHES. AND M-H THE LARGEST CRO55- uj RETURN SECTIONAL DIMENSION NOT MORE THAN 21/4 INCHES PROVIDED THAT GRASPABLE _ Q. ENDS TO RETURN EDGES ARE ROUNDED 50 AS TO PROVIDE A RADIUS dF NOT LE95 THAN 1/8 INCHES. WALL (T)P.) ENDS TO WALL (TYP.) NEW HANDRAILS SHALL BE CONTINUOUSLY GRASPABLE ALONG THEIR ENTIRE LENGTH. 0 m d � NEW HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR FLOOR OR SHALL ^ U TERMINATE AT NEWEL POSTS. Q sou TOP LANDING IN OTHER THAN DWELLING UNITS, NEW HANDRAILS THAT ARE NOTCONTINUOU6 o J Z COVER OSB SHEATHING FOLD HOUSEWRAP ABOVE IN] H F CL WITH HOUSEWRAP CUT A MODIFIED T' CUT HEADER, TEMPORARILY m THAN 12NNCHES BEYOND EXTEND E TOP RISERO DN CONTINUE TO SLOPE AT THE DFOR A�DEPTH ONOT F Z C6 IN HOU5EWRAP a ONE TREAD BEYOND THE BOTTOM RISER W UJI FOLD IN HOUSEWRAP INSTALL PIECE 1 WITHIN DWELLING UNITS, HANDRAILS SHALL EXTEND, AT THE REQUIRED HEIGHT, � a. TO AT LEAST THOSE POINTS THAT ARE DIRECTLY ABOVE THE TOP AND BOTTOM RISERS. OF 'VYCOR PLUS' OR a ......111 INSTALL WOOD EQUAL. SELF- NFRA 101, 2012 EDITION, SECTION 7224.1 Z _j in ,.' BACKOAM IF ADHERED FLASHING LOWER �pTE a LANDING WIDE BLOCKING REQUIRED FI L. IN WALL FOR ATTDHMENf HANDRAIL CLEARANCE: NEW HANDRAILS SHALL BE INSTALLED 2 OF BRACKETS INSTALL PIECE 2 TO PROVIDE A CLEARANCE OF NOT LE55 THAN 11/2 INCHES NOR p MORE THAN 21/4 INCHES BETWEEN THE HANDRAIL AND THE 0Q OF 'VYCOR PLUS' TYPICAL TO WHICH TT 15 FASTENED. TYPICAL HANDRAIL DETAIL WAVERMONT2012FIRE&BUILDINGSAFETYCODE tn 3 � MECHANICALLY UN5ECURE AND FOLD - APPLY FLASHING FASTEN HEAD HOUSEWRAP OVER OVER NAILING FLANGE FLASHING At TOP HEAD FLASHING. SEAL i� INSTALL WINDOW RUMS, AT W NDOW JAMBS CORNERS WITH WEATHER -RESISTIVE \ \ MANUPACNRERARE PER BARRIER SEAM TAPE INSTRUC71ON5 INSTALL FLASHING I 5 L ` OVER THE WINDOW HEAD NOTE- FOR STAIRS CONTAINED.; sir 2 WITHIN A SINGLE UNIT; g,.g p L�� i' STAIR RISERS TO BE NO MORE `i1WINDOWAND FLASHING INSTALLATION 10" THAN 7,3/4"AND TREADS, ARE v \ TO BE NO LE55 THAN 10" F-l° VT FIRE AND BUILDING SAFETY PR®1ECT ii NOTES: I CODE 2012. IL303 NOTE: PROVIDE SAME FLASHWG DETAIL FOR DOOR HEAD AND JAM65. I 1. IN57ALL WINDOW PER MANUFACTURER'S RECOMENDATION. SHEET NUMBER 2. INSTALL SIDING AND FLASHING BELOW WINDOW PER MANUFACTURER'S RECOMENDA'ION. \ � A601 D 3. THESE SAME STEPS CAN BE USED FOR OTHER ACCEL39ORY OPENINGS (I.E. DOORS, — — LOUVERS, ELECTRICAL AND MECHANICAL PENETRATIONS, ETC.) TYPICAL STAIR DETAIL 3-�' SCALE:1 4'r 1'-US DATE: 5/8/2013 91/4° U.L. DESIGN NO. P522 gy2 5/8" UNRESTRAINED AS5EMBLY RATING -1 HR 1' FINISH RATING - 25 MIN. UNDERSIDE OF RATED A55EIVOLY (YP.) 1 mi SEALANT, BOTH SIDES 3 SECTION 3 4 7 6 2 LINE OF CEILING Lam— DETAIL SECTION I. ROOFING SYSTEM: ANY UL CLASS A, 0, OR C ROOFING SYSTEM q (TGFU) OR PREPARED ROOF COVERING (1T='NZ) ACCEPTABLE FOR USE OVER NOM 15/32 IN. THICK WOOD STRUCTURAL FANELS, MIN. G GRADE "C-O' OR "SHEATHING". NOM 15/32 IN. THICK WOOD APPLY FINISH WHERE SHOWN ON ROOM FIN16H SCHEDULE SCHEDULED FLOORING AND BASE SEALANT, BOTH SIDES — FINISH FLOOR U.L. DESIGN NO. U341 SEARING WALL RATING - 1 HR 6TC RATING: 59 MIN. NOTES: 1. CARRY GYP. BOARD AND SOUND INSULATION TO UNDERSIDE OF FLOOR AND PARTY WALLS SEPARATING ADJOINING UNITS (7YP, 2. "BACK-TO-BACK" WIRING DEVICES NOT ALLOWED - STAGGER LOCATIONS OF ALL OUTLE-5, SWITCHES, ETC. A PROVIDE TWO CONTINUOUS BEADS OF ACOUSTIC SEALANT AT BOTTOM PLATE AND TOP PLATE OF ALL PARTY WALLS SEPARATING LIVING UNITS. 1. WOOD STUDS: NOM 2 BY 41N.. SPACED 24 IN. O.C. MAX. EXCEPT AT FIRST FLOOR WHERE STUDS ARE SPACED 161N O.C. MAX (SEE STRUCTURAL) =55 BRACED AT MID HEIGHT AND EFFECTIVELY FIRESTOPPED AT TOP AND BOTTOM OF WALL NO MIN. AIR SPACE BETWEEN STUD ROWS EXCEPT TO ACCOMMODATE ATTACHMENT OF SHEATHING, WHERE REQUIRED. SEE ITEMS 4 AND 5. 2. GYPSUM BOARD: ANY 5/6 IN, THICK GYPSUM PANELS SUPPLIED BY THE CLAS61FIED COMPANIES LISTED BELOW. APPLIED HORIZONTALLY OR VERTICALLY AND ATTACHED TO 57UDS AND BEARING PLATES, NTH 1 1/4 IN. LONG TYPE W COARSE THREAD GYPSUM PANEL STEEL SCREWS SPACED AT 8 IN. O.C., NTH LAST SCREW 1 IN, FROM EDGE OF BOARD. WHEN USED IN WIDTHS OTHER THAN 46 IN., GYPSUM TO BE INSTALLED HORIZONTALLY. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO OR APPROVED EQUAL - CONTACT ARCHITECT FOR APPROVAL 3. JOINTS AND NAILHEADS: WALLBOARD JOINTS OF OUTER LAYER COVERED NTH TAPE AND JOINT COMPOUND. NAIL HEADS OF OUTER LAYER COVERED WITH JOINT COMPOUND. NOTE: PROVIDE LEVEL 4 FINISH IN ALL EXPOSED AREAS. PROVIDE A MIN. LEVEL 2 FINISH IN CONCEALED (NOT V15113LE) AREAS. STRUCTURAL PANELS SECURED TO TRU5SE6 WITH 6d RINGED SHANK NAILS SPACED AT 12 IN. O.C. ALONG EACH TRUSS. STAPLES HAVING EQUAL OR GREATER WITHDRAWAL AND LATERAL RESISTANCE STRENGTH MAY BE SUBSTITUTED FOR THE 6d NAILS. CONSTRUCTION ADHESIVE MAY BE USED W17H EITHER THE NAILS OR STAPLES. 2. TRUSSES: PITCHED OR PARALLEL CHORD WOOD TRUSSES, SPACED MAX OF 24 IN. O.C., FABRICATED FROM NOM 2 BY 4 LUMBER, WITH LUMBER ORIENTED VERTICALLY OR HORIZONTALLY. TRUSS MEMBERS SECURED TOGETHER WITH MIN. 0.0356 IN. THICK GALV STEEL PLATES. PLATES HAVE 5/10 IN. LONG TEETH PROJECTING PERPENDICULAR TO THE PLANE OF THE PLATE. THE TEETH ARE IN PAIRS FACING EACH OTHER (MADE FROM THE SAME PUNCH), FORMING A SPLITT00 H TYPE PLATE. EACH TOOTH HAS A CHISEL POINT ON ITS OUTSIDE ICC E5 REPOR75 ESR-1153 4.17.2 A55EMDLY 5:1 HOUR RATED lIltlti119��t�t�t�t�� DE516N 40 0 25 AUGUST 26, 2013 5PA0'NB OF MELDS ATTAOHSHALL BE UNITS TO SUPPORTS SBE 12 IN. OO FOR 12,24 AND RESTRAINED ASSEMBLY RATINGS 3/4, I, -I/2, 2 OR 9 HR (SEE ITEMS I, 6 AND 10) 56 IN. WIDE UNITS, FOUR HELPS PER SHEET FOR 30 IN. WIDE UNITS, 6 IN. OC FOR IS UNRESTRAINED ASSEMBLY RATNG O HR (SEE ITEMS 5, 4, 4A AND 10) IN. WIDE AND SEC. 12 UNITS. UNLESS NOTED OTHERKISE, ADJACENT UNITS BUTTON-PUNCkIED OR HEEDED TOGETHER 56 IN. OC ALON0SIDE JOINTS. ADJACENT IB IN. UNRESTRAINED BEAM RATINGS I, -12, 2,3 AND 4 HR (SEE ITEMS 4, 4A AND 10) WDE UNITS WELD® TOGETHER 30 IN. OC ALONGSIDE JOINTS. FOR 5 HR RATING, UNITS WITH OVERLAPPING TYPE SIDE JOINTS WELDED TOBETHEIR 24 IN. DC MAX. RESTRICTED LOAD GONDIYON SEE SUPPORTS AND ITEM 4G 2 S I. SPRAY -APPLIED FIRE RESISTIVE MATERIALS - NOTE, SPRAY -APPLIED FIRE VE MA179xI MIST BE APPLIED ACCORDANCE — — — — — _ — — — — — — — UL NOTIFY A F M NO. D423. NOTIFY ARCHITECT OF MATERIAL AND N1EnOD PRIOR TO O PRIOR — — — — AW1114PPI TION. APPLICAnON. 5 4 5. SHEAR{. 1111TOR6TUD 1IONAL STLDS EA IN. DAM BY 5 IN. LONG, FOR I-11 IN. DEEP FORM UNITS TO 5-1/4 IN. LONG FOR 3 IK DEEP FORM UHT5, HEADED TYPE OR Ep11VALENT PER AISG SPECIFIOA71ONS. WELDED TO THE TOP FLANGE OF THE BEAM THROLISH SUPPORTS 0BX2&A2XI6 OR ALTERNATE (PER 550TION IVA IN THE FRONT OF THE FIRE RESISTANCE DIRECTORY) STEEL BEAM OR MIN 8K1 STEEL J0I575 WHEN JOIST 5UDSTITU71ON 6. ELECTRICAL INSERTS (NOT SHOAQ CLASSIFIED AS "OUTLET BOXES AND FTTIN65 1. THE FLOORING MUST CONSIST OF A SINGLE LAYER OF 48/24 SPAN -RATED, APPLIED. CLASSIFIED FOR FIRE RESISTANCE". TONGUE -AND -GROOVE, SHEATHING (EXPOSURE 1), CONSTRUCTION ADHESIVE 1. NORMAL HEIGHT OR LIGHTIAE16Hr CONCRETE NORMAL WEIGHT CONCRETE CARBONATE OR H H ROBERTSON PResET INSERTS. CONFORMING TO ASTM D 3488 MUST BE APPLIED 70 THE TOP OF THE JOISTS PRIOR TO PLACING SHEATHING. WHEN USED AS A ROOF -CEILING ASSEMBLY, THE 51ucEOu5 A6I 5500 P51 coMPREssIVE STRENGTH, v GRATED. uGHTw�IGHr FOR usE WITH 2-In IN. u6 TWE1GHr CONCRETE roPPINe ovER OL-wcx S EEL FLooR CON'�E• EXPANDED SHALE, OR ELATE Ae6REGATE BY ROTARY -KILN METHOD, oR EXPANDED HT1,10 CONCRETE R Q_ITS DECKING IS PERMITTED TO BE ANY WOOD DECK RECOGNIZED IN THE CODE ALL N T E SINTIRTRAfNEDAIRATE PE'I}HOD, 3000 P51 COMPRESSIVE CLAY AGGREGATE BY TO I PERCENT STRENBThI, VIBRATED, 4 TO 7 PERCENT ENTRAINED AIR, UNITS. INSTALLED OVER F HOLES IN FLOOR PER ACCOMPANYING INSTALLATION INSTRUCTIONS. SPACING SHALL NOT BE MORE THAN ONE INSERT IN EAG4 14 BUTT JOINTS OF THE SHEATHING MUST BE LOCATED OVER FRAMING MEMBERS. FT OF FLOOR AREA WITH 5PAG N6 ALONG FLOOR UNITS NOT LESS THAN 48 IN. OC. THE SO HOLES cur 1N 1Nsexr coven FOR PASSAGE of wlRes 5H 2. TJI JOISTS MUST BE INSTALLED IN ACCORDANCE WITH THIS REPORT, WITH A MAXIMUM SPACING OF 24 INCHES (610 MM)) ON CENTER FOR FLOOR -CEILING ASBEMBLIE5. WHEN USED IN ROOF�GEILINGASSEMBLIE5, THE JOISTS ARE PERMITTED TO BE SPACED A MAXIMUM OF 48 INCHES (1219 MM) ON CENTER. 3. OPTIONAL MINIMUM 31/2-INCH-THICK (89 MM) GLA59 FIBER INSULATION OR GLASS FIBER INSULA7ION RATED R-30 OR LESS MAY BE INSTALLED IN THE JOIST PLENUM WHEN RESILIENT CHANNELS ARE USED. THE INSULATION MUST BE PLACED ABOVE THE RESILIENT CHANNELS BETWEEN THE JOIST BOTTOM FLANGES (4. THE CEILING MEMBRANE MUST CONSIST OF TWO LAYERS OF)112-INCH-THICK GYPSUM 50ARDCOOMt�NG WWITH5A5TM C 30, ATTACH ED TTO TI fE TJIJOIST BOTTOM FLANGE. RESTRAINED A55E MBLY RA71NO HR CONCRETE (TYPE) CONCRETE UNIT WEIGHT PGF CONCRETE THKN9 IN. I NORMAL WE16HT 147-IS9 5-1/2 1-1/2 NORMA_ WEIGHT 147-155 4 2 NORMA_ WEIGHT 141-159 4-U2 5 NORM/, HEI6HT 147-153 5-1/4 3/4 OR 1 LI6HTWEIBHT -LID 2-1/2 1 LI64TKEIGHT IaTH20 2 S/8 -I/2 LICHTKE16HT -13 3 2 LIBHTWEI6HT LOT-115 5-1/4 2 LIGHTWEIGHT IOT-II6 3-1/4 LIGHTHEISHr LOT-120 6HT Ia7-113 5 1-16HTWEI I - 4-7/16 EDGE. TiE TOP HALF OF EACH TOOTH HAS A TWIST FOR STIFFNESS. THE PAIRS ARE REPEATED ON APPROXIMATELY 7/5 IN. CENTERS WITH 5. THE FIRST LAYER OF GYPSUM BOARD MUST BE INSTALLED PERPENDICULAR TO 'FOR USE 112 2 OR 5 IN. STEEL FLOOR AND FORM uNlrs ONLY. FOUR ROWS OF TEETH PER INCH OF PLATE WON. WHERE THE TRUSS INTERSECTS WITH THE INTERIOR FACE OF THE EXTERIOR WALL, THE MIN. TRU95 DEPTH SHALL BE 51/4 IN. THE TJI JOISTS AND ATTACHED U51NG 1 5/6-INCH-LONG (41 MM), TYPE 5 SCREW$ SPACED 12 INCHES (305 MM) ON CENTER, THE SECOND LAYER MUST BE 2. WELDED HIRE FABRIC 6 X 6, 10 X 10 SAS. 3 STEEL FLOOR AND FORM UNI COMPOSITE 1-1/2, 1-5/6, 2 OR 3 IN. DEEP 6ALV WITH A MIN ROOF SLOPE OF 3/12 AND A MIN AREA IN THE PLANE OF THE TRU55 OF 21 SQ. FT. INSTALLED WTH THE JOINTS STAGGERED FROM THE FIRST LAYER. THE SECOND LAYER MUST BE FASTENED TO THE TJI JOISTS WITH 2-INCH-LONG R51 MM), urnTs OR 4-In IK DEEP NONcaMPosITE GALS UNITS FLUTED UNITS MAY BE UNCOATED OR PHOSPHATIZED/FAINTED. MIN 6ALSE5 ARE 22 MSG FOR FLUTED AND 20/20 MSG FOR 3. BATTS AND BLANKETS: THE TYPE 5 SCREWS SPACED 12 INCHES 305 MM) ON CENTER IN THE IELD RAND 8 INCHES (203 MM) ON CENTER AT THE BUTT CELLULAR UNITS. THE FOLLOWING COMBINATIONS OF UNITS MAYBE USED (BEARING UL CLA661FICATION MARK) OPTIONAL) GLA55 FIBER INSULATION, SECURED TO WOOD JOINTS. (1) ALL 16, 2a, 26 28 OR 36 IN. wlDe CELLULAR. THE PANELS STAPLES SPACED IN. O.C. THE TUSSES TYPE SCREWS,11/2 INCHES (38 MJV TANG, MUST BE SPACED 8 INCHES (203 (W ALL FLUTED. TRUSSES LOTH N IN IN D GALV STEEL E D 1 I SPACED 12 IN. O.C. MM ON CENTER AND 6 INCHES ((11H52 N )) FROM EACH SIDE OF THE TRANSVERSE J01 5 OF THE SECOND (5) ONE OR TWo 3 IN. DEEP, 12 IN. WIDE, 16AD M56 MIN CELLULAR UNITS, ER IN INSULATION ANY GLASS FIBER INSULATION BEARWG THE UL CLAS81= RESIN MARK HE UL AS TO SURFACE BURNING CHARACTERISTICS AND/OR FIRE RESISTANCE, LAYER. E SECOND LAYER MUST BE FINISHED WTH JOINT TAPE AND COMPOUND. ALTERNATING H17H 5 IN. DEEP FLUTED OR OTHER CELLULAR. (4) ANY BLEND of FLUTED AND 16, 24, 26, 26, OR 36 IN. wvE CELLULAR. HAVING A MIN. DENSITY OF 0.5 F'CF. 6. RESILIENT CHANNELS TRC-1) ARE PERMITTED TO BE USED A5 PART OF THE (5) 5 IN. PEEP' 3O IN. AIM CELLULAR KITH 6-v6 IN. HIDE VALLEY ALON651I JOINTS 4. AIR DUCT: (BEARINO THE UL CLA551FICATION MARK) ANY UL CLA55 5 Nf CEILING ATTACHMENT 5Y TE PROVIDED THEY ARE SPACED 16 INCHES (406 MM) ON CENTER 24 INCHES 610 MM) ON CENTER IF THE JOIST$ ARE SPACED 16 ( MAY BE USED WHEN 3/0 IN. DAM RENFORGINS BARS ARE PLACED 1-1/2 IN. TO EACH SIDE of SIDE JOINTS AND I IN. ABOVE BOTTOM OF UNITS. ACCORDANCE T E I CLTRUC FLEXIBLE AIR DUCT [NElA MP IN NUF NTH THE INSTRUCTIONS PROVIDED BY THE DAMPER MANUFACTURER INCHES ( MM) ON CENTER AND FASTENED PERPENDICULAR RESILIENT THE TJI JOIST5CHANN USING 1-INCH ONGTHE 25.4 TYPE S SCREWS. WHEN CHANNELS ARE USED, (6) as FACTORY EijM 1N. DEEP, 50 O RISE IO M56 MIN GALS UNITS LOTH SHEAR WIRES FACTORY WELDED TO DECK CORIa1 INS OHS. WE OR TO SUPPORTS 12 E OO. RESS H HASHERS. Fax SHEAR WIRE 6 of 6 IN. OR LESS THEN PECK STRESS 5. CEILING DAMPER: (BEARING THE UL CLA551FICATION MARK) MAX LA E EMUHEALING , MEMBRANE MUST BE THE IRST E CHANNELS OF THE AND INSTALLED PERPENDICULAR TO THE CHANNELS AND ATTACHED TO THE RESILIENT ATTACHED R HIRE SMALL NOT EXCEED 20 K51. FOR SHEAR HIRE ESS S e L NOT THAN 6 1N. IL BUT LEss & IN T TMAN OR EWAL ro 12 1N. OC. STEEL �K STRESS SHALL Nor EXCEED 12 Ks1. R� ANGULAR SIZES NOT TO EXCEED MAX SQUARE 324 90 IN. WTH A MAX WIDTH OF (305 MM) ON CENTER NNELS USING THE 6NECONO L 18 IN, MAX DAMPER HEIGHT 1514 IN. INSTALLED IN ACCORDANCE NTH STAGGERED FROM THE FIRST LAYER MANUFACTURERS INSTALLATION INSTRUCTIONS PROVIDED WITH THE MM), TYPE 5 SCREWS. THE SCREW 5F DAMPER. MAX DAMPER OPENINGS NOT TO EXCEED 102 50 IN. PER 100 BOARD MUST BE A MAXIMUM OF 12 IP 9Q FT. OF CEILING AREA. AND 8 INCHES (203 MM) ON CENTER 6. FURRING RESILIENT BY TYPEON 1112 C(NCHE8 35 MM)OFRROMUEACH BE SPAOF 2 5/8 N. NOE ATNNELS: THE SASE. AND 13/8 N WIDE AATT1THE FACE, FORMED MM) CENT R AND 6152 THENTRANSVERSE FROM OMO IN. THICK GALV STEEL INSTALLED PERPENDICULAR TO THE TRUSBEB, 51-ACED A MAX OF 16 IN. O.C. WHEN NO INSULATION IS JOINTS OF THE SECOND LAYER. THE SECOND LAYER MUST BE FINISHED WTH JOINT TAPE AND COMPOUND. FITTED IN THE CONCEALED SPACE, OR A MAX OF 12 IN. O.C. WHEN INOULA11ON IS FITTED IN THE CONCEALED SPACE, DRAPED OVER THE O G A SE 7. IN ROOF -CEILING ASSEMBLIES IN WHICH THE TJI JOISTS ARE SPACED MORE RESILIENT CHANNEL /GYPSUM BOARD CEILING MEMBRANE TWOALL THAN INCHES ON CENTER THE CEILING INCLUDING THE RESILIENT CHANNEL$, COURSES RESILIENT CHANNEL POSITIONED 6 IN. O.C. AT WALLBOARD MUST BE APPLIED TO STRIPPING SPACED 24 INCHES (610 MM) ON CENTER. THE ATTACHMENT OF THE CEILING MEMBRANE TO THE STRIPPING TS C CHANNEL SPLICES OVERLAPPED 4 IN. BENEATH WOOD H WOO TRUSSES. TRUE9 CHANNELS SECURED TO EACH TRUES WfTH 1 1/4 !N. LONG MEMBERS MUST BE SIMILAR TO THE ATTACHMENT OF THE CEILING MEMBRANE TO TYPE 5 SCREWS. S THE TJI JOISTS. THE STRIPPING MUST 5E A MINIMUM OF NOMINAL 2-BY-4 CON57RUCTION- GRADE DOUGLAS FIR LUMBER FOR SPANS UP TO 5 FEET (1524 MM), AND MUST BE ATTACHED 7. GYPSUM BOARD BEARING THE UL CLASSIFICATION MARK ONE LAYER OF NOM 5/8 IN. THICK TYPE -9 BY 45 IN. WIDE BOARDS INSTALLED TO THE JOIST BOTTOM FLANGE USING AM AIMUM OF � NTBARE PERMITTED ED WHEN AIPPINO PPROVED BYOF �EN/�NOFFI ACTH AND NTH LONG DIMENSION PARALLEL TO TRUSSES. ATTACHED TO THE RESILIENT CHANNELS USING 1 IN. LONG TYPE 6 5UGLE-HEAD SCREWS. 9CREW8 SPACED A MAX OF 12 IN. O.C. ALONG BUTTED END -JOINTS AND IN THE FIELD WHEN NO INSULATION 15 FITTED IN THE CONCEALED SPACE, OR A MAX OF 8 IN. O.C. ALONG BUTTED END-JOINT6 AND IN THE FIELD WHEN INSULATION IS FITTED IN THE CONCEALED SPACE, DRAPED OVER THE RESILIENT CHANNEL / GYPSUM BOARD CEILING MEMBRANE 4. FOR LOCATIONS) EPiUM MAY BE SHEATHED WITH MINSEE STRUCTURAL A. 7/116CIN. THICK @1 HR R f CEILING ASSEMBLY WOOD 5TR CIURAL PANELS MIN. GRADE"C-O"OR"SHEATHING" �St�iE RatbLALL OR MIN V2 IN. THICK MINERAL AND FIBER BOARD5 (SEARING THE UL CLASSIFICATION MARK) 5. 15ATi9 AND BLANKETS: (BEARING THE UL CLASSIFICATION MARK) 3 V2" MAX THICKNEC75 GLASS OR MINERAL FIBER BATT INSULATION. OPTIONAL WHEN SHEATHING (ITEM 4) 15 USED ON BOTH HALVES OF THE WALL STRAP BETWEEN STUDS --- AD REQUIRED FOR J-BOX ' r1 PART 11/y�'�� TYPE PT1' LOCATE A 5TUO ON THE DIMENSION POINT AND ='1' PROCEED W/ STUD LAYOUT IN EACH DIRECTION. NOTES: WHERE J-BOXES ARE NAILED - TO STUPID, THE NAILS ARE I. ELECTRICAL OULET BOXES AND SIMILAR BOXES FOR TV, PHONE, TO BE SUCH LENGTH TO NOT PENETRATE 1HRU THE STUD ETC. IN PARTY WALLS MUST BE STEEL AND NOT OVER 16" SQUARE. SUCH BOXES ARE TO BE SEALED W/ 3M MPP-45 FIRE BARRIER 1/16" THICK RESILIENT PADS - PUDDY PAD OR EQUAL 97ACK MULTIPLE 3OXE5 VERTICALLY WHEN BETWEEN STUDS AND J-5OXE5 ON SAME SIDE OF WALL 2. DETAIL SHOWN 15 FOR PARTITION TYPE Pi-1, INSTALLATION IN ELECTRICAL OUTLET J-BOX — (SEE NOTE 1) OTHER PARTITION TYPES SIMILAR 3. INSTALLATION OF J-BOXES SHOWN MUST BE USED IN ALL WALLS WITH A REQUIRED FIRE RATING. J-BOX N .NN y { NOTE: :F INSULATION IS ADDED TO THE CAVITY OF THE A55EMBLY, A ADDITIONAL LAYER OF GYPSUM BOARD MUST BE ADDED TO THE ASSEMBLY THE GYPSUM WALLBOARD MUST BE THE SAME TYPE AS SHOWN IN THE DESIGN. THE BASE LAYER OF WALLBOARD SHALL BE ATTACHED WITH THE FASTENER TYPE AND SPACING AS DESCRIBED IN THE DESIGN. tT 15 NOT NECESSARY TO TAPE THE JOINTS OF THE BASE LAYER. THE FINISH LAYER OF GYPSUM BOARD SHALL AL50 BE ATTACHED WITH THE FASTENER TYPE AND SPACING AS DESCRIBED IN THE DESIGN. -HE LENGTH OF THE FASTENERS SHALL BE INCREASED BY A MINIMUM OF THE WALLBOARD THICKNESS OF THE ADDITIONAL LAYER. THE JOINTS IN THE FINISH LAYER SHALL BE FINISHED AS DESCRIBED IN THE DESIGN. ASG STEEL DEC,, DIV OF AEG PROFILES L L C 24, 50, OR 56 IN. WIDE, TYPES B HI -FORM, BF HI -FORM, N H-FORM, NF HI -FORM, 2W HI -FORM, 2WF HI -FORM, 3W HI -FORM, 3WF HI -FORM, BR HI -FORM, SMOG HI -FORM, BRMOD HI -FORM, DGB HI -FORM, DEBF HI -FORM DON HI -FORM. D&N32 HI -FORM, DBNP H-FORM, DONF32 HI -FORM, MI H-FORM, 062WF HI -FORM, D63H HI -FORM, AND D65WF HI —FORM, 32 IN. WIDE TYPE N-52, NF32, 76NB2, D NFEIZ 24 OR 30 IN. WIDE TYPES ASC2 OR AEC& ALL UWTS MAY BE GALVANIZED OR PRIME SHIELD. CANAM S-EEL CORP % N. WIDE TYPE P-5625, P-5606, P-5615 AND 24 IN LODE TYPE P-2452 COMPOSITE. OANAM STEEL CORP 24 IN. WIDE, TYf+E5 1-1/2, 2 OR 3 IN. LOK-FLOOR AND LOK-FLOOR CELL, 56 IN. WIDE, TYPES 2 OR 3 IN. LOK-FLOOR AND LOK-FLOOR CELLS; 24 IN. WIDE, TYPES N-LOK AND N-LOK CELL, 24, 50 OR 56 IN. WIDE, TYPE 1-I/2 IN. B-LOK AND B-LOK CELL. CONSOLIDATED SYSTEMS INC, 24 IK WIDE TYPE' GFD-2, CW-a, 24, 'SO OR 56 IN. WIDE TYPE GPP-13, 24 OR 96 IN. WIDE TYPES MAC-LOK 2, MAC-LOK 5; 24 IN. WIDE, TYPES BOO, EOFG, NO, NFC, 50 IN. HIDE TYPE B90, 12 IN. WIDE MAGHWAY CELLULAR 45 MOW, 2-635 MTKA 3-633 MI 5.635 MTWV, 3-699 MTHV+, 24 IN. WIDE TYPE VERSA-DEK. DEOK WEST LNG 96 IN. WIDE TYPE B-DW, 2-OHOR 3-DW. SIDE JOINTS OF 2-DW AND 5-DK MAY BE FASTENED TOS IER WITH MIN I IN. LONG NO. 12 X 14 5EP-DRILLIN6, SELFTAPPIN6 STEEL SCREW 36 IN. DO. DESIGN A5515TANCE CONSTRL'GTON SYSTEMS INC, % IN. WIDE TYPE DACBI SGD, OR 24 IN. WIDE TYPE DA0S2.06D, OR OACS3.06D. EPIC METALS CORP 24 'N WIDE TYPES ECI50, E0P150, E0300, EGP300, EC36b, ECP366, ECI50, E0300 INVERTED, EPICORE A 30 IN. WIDE TYPES ECBISa BSM50, 36 N. WIDE TYPES E0266. H H ROBERTSON OIL TYPES, 24 IN. WIDE 3 OR 5 INVERTED, UK-6 UKX-3, 2 IN. -14, AKX, 21 OR 21 INVERTED, 121, NKX, TKXI 24 OR 90 IN. WIDE 6 c" 61KX-A, 56 IK WIDE 4P, AKX, WAX; 24 26, 94, 96 IK WIDE NKX, 154I NKG, AKX, 2 OR 5 IN. TKO, 12 N. WIDE NIONLOMPOSITE SEC. 12; I7 IN. WIDE 21,26 OR 26 IN, WIDE UKK 613 CM WADE. SIDE JOINTS OF OL, 4P, 121, HKX, TKK TAG, AND METRIC UNITS OLM-9o0; 6 L0-7S-9o0, MAY BE HE LDED TOOTT ER 60 IN. Or. SIDE JOINTS OF 99, AKK KKK 6KK SKX-A T1KX AND MEMO UNITS 01 AND OLG-78-POO MAY ENE FASTENED TC6ETIER WITH MIN I IK LONO NO. 12XI4 SELF-PRILLINIG, SELF -TAPPING STEEL SCREKS 56 IN. Oc. HA45RO STRUCTURAL SYSTEMS, DIV OF CANAM STEEL CORP % IN. WIDE, I-1/2 IN TYPE P3613HB. THE MAX SUPERIMPOSED LOADIN65 FOR TYPE P9615HB UNITS 54ALL NOT EXCEED 250 PSF. FOR SINGLE SPANS, THE USE OF THE UNITS SHALL BE LIMITED TO 5 FT. 6 IN., 6 PT O IN. AND 6 FT 6 IN. MAX SPANS FOR THE 22,20 AND I8 SOUSE UNITS, RESPECTIVELY. FOR MULTIPLE SPANS, IB GAUGE UNITS MAY BE USED ON A MAX 7 FT 6 IN. SPAN WITH A MAX TOTAL SUPERIMPOSED LOADING OF 240 PER KAM INDUSTRIES LTD, MA CORDECK 24 IN, WIDE TYPES 2 OR 5 IN, WDR MARLYN STEEL DEGK9 INC, TYPE 1.5 0, 2.0 OF OR 5.0 CF. NEW MILLENNIUM BUILDING SYSTEMS L L G TYPE ISGD, I.SGDI, 1.50DR 2.OGD OR 3.0017. UNITS MAY Be PHOSMAINTED OR 6ALVANIZED. VALLEY JOIST 24 OR 36 K. WIDE TYPES WC 1-1/2 OR HNG 2. VERCO DECKING ING - A NUCOR C.O 24, SO OR % IN. WIDE TYPES PL5, PLBOD, B, 51 EI 24 OR 56 IN. WIDE TYPES PLW2, PLW2CO, K2, W2GD, PLW5, PJ-BCD, HB, W300, 24 IN. WIDE TYPE5 PLN, FLNCD, N, NOV. 12 IN. HIDE PLW2, K2, FLAB OR WB UNITS MAY BE BLENPH7 WITH 24 OR 56 IN, KIDS PLHZ W2, FLAB OR HS UNITS, RESPECTVILY. FLUTED UNITS MAY BE PH05/PTD. VULORAFT, DIV OF NUCOR CORP 24,30 OR 36 IN. WIDE, TYPE 1.5 VL, 1.5 VLI, 1.5 VLP; 24 OR % IN. WIDE. TYPES 2VLI, 2VLP, EVIL, 5 VLP. COMPONENTS FOR FIELP-A55EMBI CELLULAR METAL RACEWAY UNIT5, RACEWAY EC ITOM 24 OR 36 IN. WIDE TYPES 212 V5, 512 VS. RACEWAY COVER PLATE TYPES CP-12, GP-16. RACEWAY DIVIDER TYPE DC-20, DC-25. RACHAY ISOLATION TROUGH TYPES 7-20, T-25, T-30. ALL BE NM MORE THAN ITM IK LARGER AM THAN WIRE. RESTRAINED ASSEMBLY RAT NB 19 3/4 HR WITH TAPMATE II -PS -I AND I HR WITH TAPMATE II-F34 INSERTS, F1 H ROBERTSON TAFMATE I-FE-I, I-PS2; SERIES KEB. WIREMOLD CO AFTER SET INSERTS. SINGLE -SERVICE AFTER SET INSERTS INSTALLED PER ACCOMPANYING INSTALLATION INSTRUCTIONS 14 2-1/2 IN. DIAM HOLE CORE -DRILLED THROUGH MIN 5-1/4 IN. THIOK CONCRETE TOPPING TO TOP OF DELL OF ANY MIN 3 IN. DEEP CELLULAR STEEL FLOOR UNIT SPECIFIED UNDER ITEM 3. SPACING SHALL BE NO MORE THAN ONE INSERT IN EACH 10 50 FT OF FLOOR AREA IN EACH SPAN WITH A MIN CENTER TO CENTER SPACING OF Ib IN. IF THE HIGH POTENTIAL AND LOW POTENTIAL RACEWAYS OF THE CELLULAR STEEL FLOOR UNIT ARE SEPARATED BY A VALLEY FILLED WITH CONCRETE, THE CENTER TO CENTER 3PAGING OF THE HIGH POTENTIAL AND LOW POTENTIAL SINGLE -SERVICE AFTER SET INSERTS MAY BE REDUCED TO A MIN OF 7-1/2 IN. RESTRAINED ASSEMBLY RATNIO IS 2 HR OR LESS WITH INTERNALLY PROTSCTED TYPE 456 AFTER SET INSERT WITH TYPE M4-, 46- OR M8- SERIES SINGLE -SERVICE ACTIVATION PITTING. WASHOLD CO INTERNALLY PROTECTED TYPE 436 AFTER SET INSERT WITH TYPE M4-, M6- OR MB- SERIES 51N64-E-9ERVICE ACTIVATION FITTING. "BEARING THE UL CLASSIFICATION MARK SHEET T DATE: GENERAL NOTES: A. IT Is THE INTENT OF THIS PRO.EGT THAT THE REQUIREMENTS FOR DWELLING UNITS I IDD E N TIF I E D AS "ADhPTA&E" ARE CONSISTENT WITH AMEET OR EXCEED THE REOHIIRE-IENTS OF THE FEDERAL FAIR HOUSEINO ACT, AS FOLLOWS: ADAPTABLE - A COMBINATION OF A4,C4!SSI5LP AND ADAPTABLE ELEMENTS FOR MULTI -FAMILY DWELLING UNIT5 INCLUDING: AT LEA6T ONE BUILDING ENTRANCE ON AN ACCE551BLE ROUTE. 0 THE PUBLIC AND COMMON USE ARE45 ARE READILY ACCESSIBLE TO AND ARE USEABLE BY PEOPLE WITH DISABILITIES. E USABLE DOORS THAT ARE AT LEAST 54" WIDE PROVIDING A CLEAR OPENING OF AT LEAST 32", AND A THRESHOLD NOT CREATOR THAN IQ°', TO ALLOW PASSAGE INTO AMC) WITHIN ALL DWELLING UNITS. ® A ROUTE INTO AND THROUGH SINGLE STORY DWELLING UNITS, OR THROUSfI THE PRIMARY LEVEL OF MU_TISTOR.Y DWELLINOs UNIT5, B6" W:DE, WITH 52' DOORWAYS AMC) LACKING ABRUPT CHANGES IN FLOOR SURFACE OR ELEVATION, SO THAT RESIDENTS AND GUESTS WITH DISA51LITIM CAN SAFMY USE ALL ROOMS AMC SPACES EXCEPT A BASEHMNIT AND GARAGE AND EITHER A RAISED OR SUNKEN AREA. THE ROUi2 SHALL BE CONTINUOUS THROUGHOUT THE DWELLING UNIT AND NOT BE INTERRUPTED BY THE RA15ED OR SUNKEN AREA. NO PART OF A KITCHEN OR BATHROOM MAY BE LOGATm IN A RAISED OR SUNKEN AREA UNLESS AN ACCE5515LE ROUTE IS PROVIDED FOR THAT AREA. THE PRIMARY LEVEL OF MULTISTORY DWELLINGS, UNITS SHALL CONTAIN A USABLE BATHROOM OR POWDER ROOM. 50. LIGHT SWITCHES, �EGT2ICAL OUTLETS AND ENVIRONMENTAL CONTROLS INCLiIDING THERMOSTATS FOR HEATING, AIR- CONDITIONING AND VENTILATION SYSTEMS SHALL BE LOCATED WITHIN 15° TO 45" OFF THE FLOOR FOR FRONT REACH LIMITS AND 9" TO 54, FOR SIX REACH LIMITS. f67 REINFORGEf"ENTS IN BATHROOM WALLS TO ALLOW LATER 57ALLATION OF R 6A5 BARS AROUND T$ TOLIST, ", SHOWER IX STALL AND 5H•ER SEAT, WHERE SUCH FACILITIES ARE PRROVIDED, I] USEABLE KITCHENS AND BATHROOMS, DESIGNED SUCH THAT AN INDIVIDUAL IN A WHEELCHAIR -AN MANUEVER A5011T THE SPADE, IN ACCORDANCE WITH TVIE MANDATORY PROV1510N5 OF THE FAIR HOUSING ACT DGSION MANUAL CHAPTER T. g. IT IS THE INTENT OF T41S PRO.ECT THAT THE REQUIREMENTS FOR DWELIJNO UNITS IDENTIFIED AS "VISITABLE" (ACT 6G), THAT ARE NOT COVERED BY THE FEDERAL FAIR HOUSNG ACT, ARE CONSISTANT WITH THE REQUIREMENTS AS E57ABLISHED UNDER V.sA 2-105 (G1 AND 2R07 AS FOLLOWS: VISITABLE [ACT 661 - A C"IMATION OF AGGEssIBLE AND ADAP7ABLE ELEMENTS FOR ALL D—INO UNITS ESTABLISHED UNDER ACT 66, SIGNED IN TO LAW APRIL 27, 2000 INCLUDING. AT LEAST ONE FIRST F EXTERIOR DOOR THAT 15 AT ST B6 INCHES WIDE ® FIRST FLOOR INTER OR DOORS BETWEEN ROOMS THAT ARE AT LEAST 34 INCHES WIDE OR OPEN DOORWAYS THAT ARE AT LEAST 52 INCHES WIDE WITH THRESHOLDS THAT ARE LEVEL, RAMPED OR BEVELED. S❑. INTERIOR HALLWAYS THAT ARE LEVEL AND AT LEAST 36 INCHES WIDE. 4I-I. ENVIRONMENTAL AND UTILITY CONTROLS AND OUTLETS THAT ARE LOCATED AT HEISWS THAT ARE WITHIN 15" TO 4&" OFF THE FLOOR FOR FRONT REACH LIMITS AND '7" AND 54" FOR SIDE REACH LIMITS. © REINFORCEMENTS IN BATHROOM WALLS TO ALLOW LATER INSTALLATION OF 6RA5 BARS AROUND T}E TOLISi, T S SHOWER STALL AND SHOWER SEAT, WHERE SUCH FACILITIES ARE PROVIDED. Cl. 4EE ANNEX VI TAW F A FDI 1 lYi M•. USE ADAPTABLE VIsrm LB ACCEs5'BLE NOTES (ACT SBl ENTRANCE FOUR OR MORE ANY ALTERED DWELLING UNITS ELEMENTS, 5PAGE5 SERVED BY AN ELEVATOR ALL UNITS ALL UNITS OR PEATIRES IN EXISTNO CONSTRUCTION MUST BE ADAPTABLE. POUR OR MORE ANY ALTERED DWELLING UN175 ALL OPCUND ALL OTHER ALL GROUND ELEMENTS, SPACES NOT SERVED BY AN FLOOR UNITS UNITS FLOOR UNITS OR FEATURES, IN EXISTING ELEVATOR CONSTRUCTION MUST BE ADAPTABLE. FOUR OR MORE D'✓.E_LLIN9 UNITS 5% OR AT NOT SERVED LEAST BY AN ELEVATOR, H17H ALL UNITS ONE UNIT UNITS THAT CONTAIN MORE THAN ONE STORY THREE OR LESS NOT DHELLINB UNITS ALL UNITS REQUIRED IOACN ARWA R A SECTION VIEW SIDE REACH OVER AN OBSTRLJGTION ®IIIIII��IIIIII�� MINIMw O1.DM wDM aVN1 D! D1°c ,•'� MMMM G1ga NOA Ip, 11IRTa MWLL Y I.M RMIF RNa WTIf A Rla: NlArd, 111I,t1I INOHep aMNJ. IM.M wv+nRAra Oa�TLYINI w+N Cooe NM. Wae FDR,wY RAIT RA auu S ap I� NOR- OHWM IN LlvL ALONG ACOMIaA roolr Mar Nor wcllm a+ewH v.N.lA1. b° MIR b" MR LANana HIM. Rw L.MIgR I I RAMF RLN LANxINA WT R5. RAMP * LEVEL GHAN&E DETAI tlLf Fuw aoe g NOn - DOOM1 NAI Dv%m A- --------------------------- u � INIMM I, I �TI wLLa1� � a iw M__Njyr1AH IIDe 1 I NOR- %.D!" MNINOw IF Y•b' %•,Y MNIMJM IF T•M• W bTMT•IAI' IY ODOR AND A GO[8 ------ MINK SIDE APPROAGNIT °MWMw rUal aIOG I ,MINIMUM j r_--____ � i rtl.L aoe 3 � 4014 Y•W MWM,M IF DDi,t MM A OLOIR IF . Y•4D° MIWM.M r ppRRVA LATCH 002 APPIROAC MS DOOR APPROA * OLEA1111I TOP AND BOTTOM HANDRAIL EXTENSIONS AT STAIRS I y I V aL I I I t L •:.�::��y:aeE PARKING STAGE SIZE I AND ACCESS AISLE TOP AND BOTTOM HANDRAIL EXTENSIONS AT RAMPS § FlNRRNo��e e o�lll�.V�LD ® rD.E,1p'✓C I DLDAR � I 1 _ FLOOR x I MAOC i t i � I I 4• MM ROM A'D 6 I '' � I O SIDE REACH PRONT REACH k TEL•EPHONE REACH DETAILS I V," Rlae wKK I In" AmROACMR Front In' MN. I w° I In MAT. WIDIDe 'K ALLOw+DLe a/4' rFIRN1101D n 1Nr c�prW�D� IINeDIpLD TTC a ACOD'rA0.0 nNieDpLD T^L eD - AGOGPTAdt TIX,pH010 T'R 7 - GOOD PROTRUDING 05.WTS PRIMARY ENTRY THRESHOLD DETAILS AT EXTERIOR DOORS H �GLPARr .F a w«'X m" eu:Ae FLDOI, race r'aR wMxic«wR� YrHe'ii,iw FOR IwISW:NR wvl x 1 m•_]a• RxoMrrGneD ADDInoNAL Y' a 44" MM RDIWGR® AIl.N TOR YGtrIO/.L AMa OM — 1 1 RGAGI /aaA % M1W WAR � WIDSR'MAIR I y y,• I�RIW'ORf® MN. RINr� — � - — J �` IW Inanw. `• ADmnRsoMa°�i or NeNMIN^ WHIM, J� � FROM WI6GNAIR � � � LLCA-R- xA2rs Lau n.aCle M FOOT (0011T:O' WALL1 HII SECTION VIEW PLAN VIEW S56TON V@W PLAN VIEW FORWARD REAL 4 WITH NO OBSTRIXTION IFORMRO REACH OVER AN OMTRUGTION I MINIMUM REINFORCING FOR BATHTUBS HIM Pin K +a DOOR HAROWAR_ DDJ.rD1ROb 'DLaa RILLa LATGIG I-OCRI, HID 0118A1 FIR a%nNa11aMR peRl:xe FARm ON AccmaaLe DODRa �,JJ�- �� M" MM.OR aHN.L IMM au:Fe THAT 1 eAx m a,AeF O� C FFYR 1• b� wlnH oNe HUHD Awn DaIA Nr ReaIR ,e caura wxcNewDe nMdeM4VrIN0.ANIW'ND IwTGAA/ Ia LIGa n'JatpTAT i M IIJGf®MMMlIvL r11G NCR aLIdNO OUOR/,�y�� W®,D SI Tm OOORa,VR IN M rJ1Y nrm�e—� wnmM F y bTN IIOa. NINDm DPO, P y DOOR CLOSING SPUD. i TUT FRpi M OFDH roan04 Orb a0a RaAO11 Fl]le Ctolma Dom, M TINS RDv ReD To Move r,e � � DM MIN. � NOIa COMROLJI AIA OUTLGlr NOT GOVDIDO K 11HNe aJa61NDla DDDR ro AN oPa+ FDIInoN a U De1R® malOe aRCurc IDQMmI rAND.q eaNrRae aN MOVAa2 IIUJ.L S a aV,ONps MNIMAt IFPLIINIORy NOOL� pAA RANaeA T6.LI,lOIa aA MA DOOR INRIIID NINla IYV,LL DC AgIATm T10LOIAla DOOR OOnWAT wn1OJT xpRO ,Yb IFCOLNL YC YI,NN. pIM1Cl4. b THAT FROM 1Y! OrDN banpl ar r0 c Tlw IN'""azaoOa M"'RMe. CUM VA" OF V00" S G�OLS I OP0 mis mBc+ sm GL052T DL'TAIL ONII DOOR OPENING FORCE Fl�N �LDNALL NA C M MNIMM b" MW wALL WM! aa' MR YW.LWJR N1.a �, llle LAVATORY V•VATOIIY ArFROMRATC ADMWInUnM AITGRItt. I! I ° pR VAWT' I I ' OR V,WITY you L � FDRee reR FuavlNe ,vm Fv_L1Na DNeN 1 1 Nora Ar ae' I.AvnroRr alwc #-�-M1N_l I� �rNA RRe OOOR9 a1Nl. X � aG CSwRAta ]s" FROM 1 DOW NG®DDOIL aPONOa MAWMJM. )-:-... _ ] DJplN OR FOLD N'a DOOR a RTNDa Y /vim R m NOT AEI•' Y M ni roROE � Y Y (�'./I . RrdllRv ro RrRAcr LArcN Dan OR S R DOOI IN A TJ.OEm rO1�ITI DaD'W1! Oa1Dl OM OY ,� eD` % Av' cLrAla FicD1a �G�1®� � arAce FLueN AWa FA,.0 d&NVLL. E DOOR NOTES 10° MIN — — — L 1111 Wln1CL VW1 4r^MIW TT'R '7' TfPCT T TYPE 'I' BATHROOM InGUReNmvTS, OLM MOOR SPADE AT TaLCT9 CdP_AR FLOOR 91"AGE AT LAVATM15 C4ZM FLOOR SPADE AT SHOHIM ALL MTMOR•D MAi I. DD ON AV AOfA0ad2 ROVTD ]. NAM (1iINp1 NOMINAL GL.DAR WDThI a. NAM AMITfAO,WM1LID, AND OONiRaa 7 IN Aeewasu Loernaww , e o N. NAM RIMtlRGNe MONO TpLDID, �� _.. TLM, AlD /fWMaY, t YY F YY Y L POWDER ROOM RECEIIRENErITB � t y ALL Fl]WDR Rope Man Y 4 x Dn Av AOODawDLe ROU2 vArpar wTN NN® Nn1, ue Ar'D^ Tyre � R ]- Nmx a] -INCH NOMINAL OL.aAR worx MIlA eeow a\1NRaDMa DooRwAro 9WITGR'a. OITLCIa AWD OpIiROL9 b' MW a IN K.L911al. LOOATICW. TOR I.I! AT'A' TTR roR IL[ AT •A' rTe MT}IIIOONa MTN,OONA GENERAL BATH NOTE5 II OLEM FLOOR 911"'1 AT BATHTUBS _�i "r'"--'T ao' dN+erea Tuwl: a uRCLe la /` I \�RaRJIR®WIQI aNKOOOICTOF. OR RIa Ar DarraM or a-arArm �' — f � � w x a° ru✓w rAce FRavlom Faa ALL aNK RAltle. AR RaRlaeurole i —�_ J FZWII ED' CLEAR FLOOR SPACE AT U-SWW KITOHEN9 CLEAR WIDTH OF AN AOGESB M2 ROUTE a•Au Ar IINY wrN M� MAu Ar alu wTN F1�Fe rroTacnDN rA+r. wRAFFb RFDa USABLE KITC EK SIN, DETAILS TD,rcolcuLlR oR i(—1 CL.M M01. plD rYFIIVIaNI11OA.TaeLW51 AaRMbS.a r � t7 I RANGE AND COOKTOP SINKIII, REPIRIOERATORS REGIARED CLM FLOOR SPADE AT APPLlAWA S II `ISO, IAV° MAX IK" MAY I/S1° MAfC 'I.y.] I/4° MAK N'�O MO�I.2TMiVMMVI9��v°° NO MOR n{Mll I(F' " ] I/Y • _ U]' I-f 1<rs° 9 Mtl TIM!IDl XAWIVA'.L HANDRAIL �IR/.ILD' BRAD INVI HANDRAIL i GRAB BAR DETAILS A' RM NUN.RMVIRO® Nq� RACY WALL .T—� ern:TiD MI LAVATORY DETAILS MN. MIN MWMAH O.e.4lMOD �wRl RAwDD MWMM G.[MlN°LE aerl'@N RBRNDUTOR AND OTOOR DAae GADINeT ND OPIAODIIID DIY GADINR ■ • � A RA uj r — R.. Lu a • " ARWA BETHM c4wr RS AND OPPOSING aw5en IN MIX. RINMRLJ9 FRQDIRm MN RIIlYJIe(LD DIVA I]' 3V AREA MN MX MWy$jpN, oNIL]°MY noNAL ]"MN D ahOH ant AND a0TlM y !KN aD1 ANO DOrtOH �� M' aTANDARD MAD DM FRONT V154 BIDE VIF1"l MINIMUM REINFORCIN5 FOR TOILETS PROJECT # 1303 SHEET NUMBER 8 alk, 7. SIDE WALL 81DE MALL BACK WALL MINIMUM REINFORCING FOR SHOWERS, ®ATE: s/s/zoTs SOUTH VILLAGE 12=PLEX = BUILDING'E' SOUTH BURLINGTON, VERMONT . . . . . . . . . . . . . . . . ABBREVIATIONS ARCHITECTURAL SYMBOLS DRAWING INDEX ADD ADDITIONAL GA GAGE PVC POLYVINYL CHLORIDE DWG. NUMBER SHEET NO. DRAWING NAME A/C AIRCONDMON(ING) GAILY GALVANIPED 107 ROOM NUMBER AT ACOUSTIC TILE GC GENERAL CONTRACTOR QT QUARRY TILE 7111E LINE ARCHITECTURAL AA101A GARAGE FLOOR PLAN DJ ADJUSTABLE GL GLASS A102A FIRST FLOOR PLAN AFF ABOVE FINISH FLOOR GYP GFYSUM R RADIUS, RISER ALUM ALUMINUM �} ELEVATION TAG A103A SECOND FLOOR PLAN RD ROOF DRAIN, ROAD APROX APPROXIMATE H.HGT HEIGHT REINF REINFORCEMENT ELEVATION NO. A10ROOF PLAN ARCH ARCHITECTURAL HC HOLLOW CORE READ REQUIRED i ELEVATION A201A A EXTERIOR ELEVATIONS HORIZ HORIZONTAL REV REVISION lj($ A202A EXTERIOR ELEVATIONS BD BOARD H/C HANDICAP RM ROOM HEET N0. � SPOT ELEVATION A301A BUILDINGUNTSECTION DLDG BUILDING HM HOLLOW METAL RO ROUGH OPENING A401A ENLARGED UNIT PLANS BLKG BLOCKING HVAC HEATING, VENTINALTION, & A/C AW A ENLARGED UNIT PLANS BSMF BASEMENT S SOUTH ECTION NO. SECTION MARKER AG01A DOOR AND WINDOW SCHEDULE ID INSIDE DIAMETER SCH SCHEDULE A701A ASSEMBLY DETAILS CAB CABINET N INCH SON SOLD CORE WOOD SHEET NO. PARTITION TYPE A801A VT ACCESS RULES & FAIR HOUSING CER CERAMIC INSUL INSULATION, INSULATED SECT SECTION CJ CONTROL JOINT INN INTERIOR 51HT SHEET CL CLEAR, CLEARANCE INCL INCLUDED SIM SIMILAR CLG CEILING SL SLOPE C.H. CEILING HEIGHT JAN. JC JANITOR'S CLOSET SPEC SPECIFICATION 12 CMU CONCRETE MASONRY UNIT JT JOINT SO! SQUARE DETAIL MARKER COL COLUMN 5TD STANDARD 5 ROOF SLOPE INDICA ON CONIC CONCRETE KIT KITCHEN, KITCHENETTE 5TL STEEL CONS" CONSTRUCTION SUSP SUSPENDED CON7 CARPEUCUS LAM LAVATORY 5.5TL STAINLESS STEEL O DOOR NUMBER CPT CARPET LAM LAMINATE REVISION CT CERAMIC TILE T & G TONGUE AND GRWVE MATL MATERIAL TEL TELEPHONE DET DETAIL MAX MVVIMUM TEMP TEMPORARY O WINDOW TYPE DIA DIAMETER MOD MEDIUM DENSITY 0VERLAY TH, hiK THICK, THICKNESS DIM DIMENSION MECH MECHANICAL THRSLD THRESHOLD ON DOWN MTL METAL TOS TOP OF STEEL, SLAB PROPERTY LINE D5 DOWNSPOUT MIN MINIMUM TON TOP OF WALL i DWG DRAWING MVO MASONRY OPENING TYP TYPICAL B E EAST N NORTH UNO UNLE55 NOTED OTHERWISE FA EACH NIC NOT IN CONTRACT 12 COLUMN GRID ELFD ELECTRICAL NO NUMBER VCT VINYL COMPOSITION TILE ., NORTH DESIGNA110N ELEV ELEVATION, ELEVATOR NOM NOMINAL VERT VERTICAL EQ EQUAL N75 NOT TO SCALE VEST VESTIBULE CENTER LINE EQUIP EQUIPMENT VIF VERIFY IN FIELD EXIST EXISTING OC ON CENTER WIC VINYL WALL COvERING DIN DP EXPANSION OD OUTSIDE DIAMETE CHANGE IN ELEVATION OPNG OPENING W WIDTH, WASTE, WATER, WEST FD FLOOR DRAIN OPP OPPOSITE W/ WITH rDY 5StlHmes6 pA ad FF FNIDHED FLOOR W/0 WITHOUT _ sw� t�� FEC FIRE EXTINGUISHER W/ CABINET PL PLATE WD WOOD saameun gc VT os�a F. EXT. FIRE EXTNGUSHER W/0 CABINET PLYW9 PLYWOOD VUf WEIGHT �:'a g2 FIN FINISH PRELIM PRELIMINARY WWF WELDED WIRE FABRIC # I><_+ . € i,1, NiC STvk t J �t FL FLOOR, FLASHING F51 POUNDS PER SQUARE INCH WWM WELDED WIRE MESH �� ..,..: Aebdaaa a,on saam FT FOOT, FEET FTC PAINTED 5 rp4:kveu rvry ,nta m' 00I) 655G ,>r•. ivads FTCi FOOIING P.T. 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LOCATIONS ARE PROOF PLAN BUILDING 'E° 5_FiQWNOTESSSHADED. (SEE 1 SCALE 3 16 1 0 ASPHALT SHINGLES OVER 15# BITUMINOUS FELTUNDERLAYMENT. ROOF TRUSS PROVIDE VTI.17HANE" ICE &WATER PROPER -VENT ABOVE SHIELD. 24)' MIN. FROM EAVE. BLOCKING TO INSURE 5-AN71NG SEAM ROOF ROOF SHEATHING AIR FLOW DRAFTSTOPPING NOTES RIDGE VENT ( WHERE REQUIRED) • OR GALV ~ LOOSE -FILL INSUL ANY CONCEALED COMBUSTIBLE SPACE IN WHICH BUILDING MATERIALS HAVE A FLAME SPREAD SHINGLEVENT II BY AIR VENT DRIP EDGE IN ATTIC (R-38 MIN) INDEX GREATER THAN CLASS A ARE EXPOSED SHALL BE DRAFTSTOPPED AS FOLLOWS: MODEL A (WHERE WIDE HURRICANE CLIP 1. EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL BE F!RESTOPPED AT EACH FLOOR OR EQUAL (WHERE REQUIRED) FIBER CEMENT BOARD -- LEVEL, AT THE TOP STORY CEILING LEVEL, AND AT THE LEVEL OF 5UPPORT FOR ROOFS. SOFFIT AND FASCIA W' TYP. ROOF OVERHANG 1 2. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUBDIVIDED BY ORAFTSTOFS INTO AREAS NOT G W B TO EXCEED 3000 SQUARE FEET. CONTINUOUS PERFORATED VINYL SOFFIT VENT 3. ANY CONCEALED SPACE BETWEEN THE CEILING AND THE FLOOR OR ROOF ABOVE SHALL BE DRAFT5TOPPED FOR THE FULL DEPTH OF THE SPACE ALONG THE LINE OF 5UPPORT FOR THE + + + + SIDING OVER AIR FLOOR OR ROOF STRUCTURAL MEMBERS AND, IF NECESSARY, AT OTHER LOCATIONS TO FORM INFILTRATION BARRIER CAULKING OF SEALANT AREAS NOT TO EXCEED 1000 SQUARE FEET FOR ANY SPACE BETWEEN THE CEILING AND + t + + WALL SHEATHING FLOOR, AND WOO SQUARE FEET FOR ANY SPACE BETWEEN THE CEILING AND ROOF. IDLE VENT DETAIL L SCALE: NONE r,TYPICAL OVERHANG Cfa) EAVE 1� SCALE: 1" =1'-O" ROOF NOTES 1. ROOF OVERHANGS 0 EAVES, RAKE, ETC. SHALL BE 18" BEYOND FACE OF EXTERIOR WALL ( UNLESS OTHERWISE NOTED ) 2- WATERPROOF UNDERLAYMENT, I.E., " BITUTHANE' ICE AND WATER SHIELD, OR EQUAL, SHALL BE APPLIED TO ROOF DECK AT VALLEYS AND EAVES. COVER ROOF DECK FROM EAVES BACK AT LEAST 24 INCHES. COVER VALLEYS AT LEAST 24 :NCHE5 EACH SIDE 3. PROVIDE CONTINUOUS RIDGE VENTS AT ALL PITCHED ROOFS. ( MA:N AND DORMER ROOFS ) 4. PROVIDE CONTINUOUS SOFFIT VENTS AT ALL EAVE OVERHANGS. ( SEE DETAIL THIS SHEET. ) 5. PROVIDE ACCESS TO AREA IN ATTICS WHERE CLEAR HEIGHT IS OVER 30' WITH AN OPENING NOT LESS THAN 22" X 30" THESE DRAFTSTOPPING REQUIREMENTS ARE NOT REQUIRED WHERE ANY OF THE FOLLOWING CONDITIONS ARE MET: 1. WHERE THE SPACE 15 PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7. 2. WHERE CONCEALED SPACES SERVE AS PLENUMS, 3. WHERE THE INSTALLATION IS AN EXISTING INSTALLATION DRAFT5TOR"(140 MATERIALS SHALL BE NOT LESS THAN 1/2 INCH THICK GYPSUM BOARD, 15/32 INCH THICK PLYWOOD. OR OTHER APPROVED MATERIALS THAT ARE ADEQUATELY SUPPORTED. THE INTEGRITY OF ALL DRAFTSTOFS SHALL BE MAINTAINED. NFPA 101, 2012 EDITION, SECTION 8.6.11 - CONCEALED SPACES AND DRAFTSTOPS - rrnrrrl■—n■rrrnr■ I / r■rnnnl■npr■■��ail�ril%i� ■unnnuuu■urlr v „ arumruuomm�n wn � rnruurnroso■wn�ur. � �A■.� 11■IrA11r.� .rt■1■r■■r. .■1■r■■A■■MI■�\ / ■■• uuurl. .rrr■rrrr�■■■rr1■ram .■r■1■r■■1■r■■. �1■rr■A■r■■1■rr■O■■■1■■N■■■■r1■■NIO \ ��■pwOpw■rrr■rpr■ ■11r■ pr■■■Ir■■. \ :�■.■loll■■Ir1■■IrA■■Q1■�Irl■�Irlr■Ir1■rl. `� it■Ally\ 10111■1 .111.11 - \■■■rr■■rw�rrr�■��■■r■■■rr■■rr■. '■■A■r■■1 i1■. /App■, / .r■■r■r■r► ,I■■pr■■■Ir■■pr■I. ��I■■IrA■■loll■r1■A� ��ult��Imm�Lt■�r� rlwU■Ir■■■Iola■A■. ��rl■r■rl■■Ir■■rlr'� .�unarinn■mn■._ A■r■■A■r■■A■r■� 1■ ■ ■r■■■I■■■■1■■■rl► ■■Iw■■Or■■pr■■■..\Iw■■■■■■■pwO■Ir■■■Ir■■■Iw■■■Ir■■■IO. \■r1■■A■I■■IrA■■.��'arrA■1r■A■A■■1ArrrA■A■rA■I■■A■A■■A�.�� ,�.....�.....�..._.. ■r■■I■■1rr■■\ �.�■Iw■■■Iw■■■Ir■■per --��u1■nrINmNI�- -"rv:-r.-.__ �� :-ar' :, _ aerrrrr■�rrrrwrr■ . � _ ■II IHrlr \ rlrrll h IAIL�r1Al.lr1 rirBob I=logs\. \ r�irrl�r��rr\\ nnmu, Ir/r/Irn/Irnnr///t�rr/1\ ,. I/rl/rlrl■rinlrrinA.rllrrlrlrrlr/I1n/rrrrrrrrn�nnrrnr. �- 0Irrnrrnnmur /,rro PRE-ENGINEERED TRUSS SYSTEM 3 1 ING RATE 3/44"AOVANTEC SUB -FLOOR ECOND FLOOR IV EL. 378'-3 7/8" FIRST FLOOR EL. 368'-0" PROVIDE AND INSTALL CONTINUOUS CLOSED CELL FOAM SILL GASKET AT ALL EXTERIOR PLATE LINES 3I STEEL BEAM FLOOR FRAMING (SEE 6TRUCTURAL5) Ah GARAGE FLOOR EL. 3 -0" r= %Z t11LDING SECTION .L SCALP 1 4 1 0 NOTE BU:D'.NG 6R0UND REOV;REMENTAN P_LEGT1aODE ENCAS® IN Ai LEAST 2' OF CONCRE'E -Or ATED N, THIN AND NEAR THE BOTTOM Or A cotr+stE FOU NDATION OR FOOTING THAT 15 IN DIRECT CONTACT WTH THE EARTH, THE ELECTRODE 4U5T EE NO SMALLER TNMI 4 AWG AND NOT EX TEND LESS THAN 20 FT OF BARE COPPER ARE. 51DE VIEW •I• e 4 11,06 COPPER CQNI=0R ' Zif'fYP4.' .otINFORCtf'( BARS.�.' nBUILDING GROUND DETAIL 1�4'R1'3. i (1 LAYER 5/8" L/D PL WITH 2ND FLOOR UNIT 15T FLOOR UNIT INSULATE ROOF TO MINIMUM R+ U51NG BLOWN IN CELLULOSE OR F15ERGLASS BLANKET INSULATION NOTE: PROVIDE RAISED HEEL TRU59 C TO ALLOW FOR FULL DEPTH (R49) Al' EXTENDS UNCOMP"1E55ED OVER THE 1 RATE AT THE EAVES. IF FULL DEPTH R-60 ATTIC INSULATION IS REQUIRED. 4AIR INFILTRATION BARRIER AIR 5EAL BAND JOIST WITH CL05ED CELL FOAM _ SPRAY APPLIED INSULATION roP RATE 5 -R-20 BATT INSULATION \701 - V&' GYP BOARD SOLE PLATE M .-301N5ULATION FIRESTOMNG NOTES THE CONTRACTOR SHALL INSURE THAT ALL TRADES INVOLVED IN THE WORK PROVIDE FIRESTOPPING TO SEAL ANY AND ALL PENETRATIONS, OPENINGS AND VOIDS IN, AROUND OR BETWEEN FIRE RATED ASSEMBLIES. NOTE: FIRE AND DRAFT STOPPING SHALL NOT BE CONCEALED FROM VIEW PRIOR TO BEING INSPECTED AND APPROVED. FIRE5TOrMNG SHALL COMPLY WITH GOVERNING CODES 50 THAT THE REQUIRED RATING OF AN A96EMXY 15 NOT REDUCED OR ELIMINATED BY PENETRATIONS. IN GENERAL, FIRESTOPPING 18 REQUIRED WHEREVER: • PENETRATIONS OCCUR THROUGH FIRE RE515TANCE RATED ASSEMBLIES 5Y BUILDING SERVICE LINES SUCH AS PIPING, DUCTWORK, CONDUIT, ETC. • JOINTS OCCUR IN OR V0105/GAPS OCCUR AROUND FIRE -RATED ASSEMBLIES. o AIR PASSAGES ARE CONCEALED OR PASS VERTICALLY THROUGH FLOORS, 5UCH A5 SHAFTS. CEILING PLENUMS AND MECHANICAL, ELECTRICAL, POWER AND COMMUNICATION CHASE$. • CONCEALED SPACES WITH ORAFTSTOPPING EVERY 3A00 SQUARE FEET UNLESS THE BUILDING 15 SPRINKLERED. • PLENUMS CONCEALED WITHIN A FLOOR ASSEMBLY MUST BE FIRESTOPPED OVER/UNDER PERMANENT WALLS AND OTHERWISE TO LIMIT CLEAR -OPEN SPACES TO 100 SQUARE FEET. NOTE: ANY AND ALL PENETRATIONS THAT PASS THROUGH A RATED ASSEMBLY MUST BE FIRE 9TOPPED BY MEANS OF A LISTED A99EM5LY TO STOP THE SPREAD OF HEAT AND SMOKE PER NFPA 101: 8.3.5 (2012 EDITION) CUT SHEETS MUST BE SU13MITED TO THE DIVISION OF FIRE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. NOTE: FIREBLDCKING. IN COMBU5T.BLE CONSTRUCTION, FIROLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE 13ARR ER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE. INTERNATIONAL BUILDING CODE 2012 TUITION, SECTION 718) NOTE: AIR CONDITIONING, HEATING, V'ENTILATIONG DUCTWORK, AND RELATED =QUIPMENT SHALL BE IN ACCORDANCE WITH NFPA 80A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS. OR NFPA 9013, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS, AS APPLICABLE, UNLE55 SUCH INSTALLATIONS ARE APPROVED EXISTING INSTALLATIONS, WHICH SHALL BE PERMITTED TO BE CONTINUED IN SERVICE. (NFPA 101. 2012 EDITION, SECTION 92) CLOTHES DRYERS SHALL BE EXHAUSTED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. EXHAUST DUCTS SHALL NOT PENETRATE OR BE LOCATED WITHIN ANY FIRE BLOCKING, DRAFT STOPPING, OR ANY OTHER FIRE RATED A66EM13L.Y UNLESS SUCH DUCT IS CONSTRUCTED OF 26 GAUGE GALVANIZED ROUND 5-EEL ( INTERNATIONAL MECHANICAL CODE SECTION 504.1-504.6 ) TENANT SEPARATION WALLS MUST BE 1 HOUR FIRE RATED AND BE CONTINUOUS FROM FLOOR SLAB TO UNDERSIDE OF CEILING ABOVE. ( INTERNATIONAL BUILDING CODE, 2012 EDITION SECTION 705. ) DMMTOMNG NOTES 1, DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN V2 INCH GYP. BD., 3/81NCH PLYWOOD, OR OTHER MATERIALS ADEQUATELY SUPPORTED. 2. ATTIC ACCESS PANELS SHALL BE PROVIDED AT THE SECOND FLOOR CEILING TO ALLOW ACCESS TO EACH INDIVIDUAL ATTIC COMPARTMENT SEPARATED BY DRAFTSTOPB. NOTE: ONLY PIPING (INCLUDING SPRINKLER PIPING), CONDUIT AND MECHANICAL EQUIPMENT A680CI TED WITH THE ELEVATOR MACHINE ROOM MAY PENETRATE AND ENTER MACHINE ROOM, BUT NOT PA55 THROUGH IT. (ANSI A17101.21:,) ALL BUILDINGS CONTAINING 'TRUSS CON5TRUCTON" A55EM5L.IE5 SHALL BE PROV'DED WITH NONAGE PERMANENTLY AFFIXED AT A HEIGHT OF 4 FT ABOVE THE GROUND LOCATED AT THE LEFT SIDE OF THE MAIN ENTRANCE, OR AT THE LOCATION OF THE REMORE FIRE ALARM ANNUNCIATION PANEL THE SIGN SHALL BE TRIANGULAR IN SHAPE AND MEASURING 12 INCHES HORIZONTALLY AND 8" VERTICALLY AND OF A CONTRASTING COLOR TO THE BACKGROUND CONTAINING THE LETTER R FOR TRUSS ROOF. THE BUILDING SHALL HAVE ADDRESS NUMBERS PLACED IN A P05MON TO BE PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. (NFPA 1, 2012 EDITION) Q z G'1 J m x W ®1 ICI. r4 r-1 W Q�Q .7 N NUMBER DATE: 5/B/2013 E t 10'4" -10" 5 V2" 51/211 5-01/ ' 5-01 '4" '-3" II3 I 0 1 i LIVING/DINING l(,�1 KITCHEN �� ♦ mm !. r- h) s - i z 51/2 3 V2" 1ST FLOOR PLAN - UNIT TYPE'F' -10" 51/2" 51/2' L 5-0 V2" 5-O VT r� i i ri 0 �r LIVING/DINING i -- -_ 0 0 KITCHEN I 6-71/2" lt2-fl1/2"l '-11/2" 35 W., SST FLOOR PLAN - UNIT TYPE'G' 51/2, 5' 1/2" 3 V2 5-01 ' 5'-01 ' DE B' K a O BEDROOM BEDROOM 31/2' 31/2" 31/2' tV 5D 5D O W.I.( S s CE)PRIORCCOONF IIRRM TUB R.O. FON 0 1/2" F51/12 (� B OOM NOTE: FRDVIDE 211WALL 3-7 V2 1 + 10'-51/0, 6'-71/2' 5 V2'L-j 51/ZLj 31/2i-2 r42ANRD FLOOR PLAN - UNIT TYPE'F' -i� a i " o- Ln n 31/2" 5-0 mg, L 51/2' 5-0112" CX ' DE 8 -11 BEDROOM BEDROOM 5'-9 V2" 4' 3' 8 6-11/2" 31/2" 31/2 31/2" g n ® ® m �',I.C. UON'trr--- COUNTER n © � _ 3-V2' © 51/0, 31/ BAT OM NOTE PROAD WALL 6-7 VZ' 9-b V2" 317 1/2 3 V2 51/0, �2ND�FLOOR PLAN - UNIT TYPE 'G' CALE: ELECTRICAL FIXTURE LEGEND � JyIl-j1�� FAN AND LIGH- COMBINATION FIXTURE U ® CABLE AND DATA OUTLET QE EXTERIOR RECESSED LIGHTING FIXTURE ® INTERIOR RECESSED UGHTING FIXTURE © PENDANT LIGHTING FIXTURE © SURFACE MOUNTED LIGHTING FIXTURE QU UNDER CABINET LIGHTING =1XTURE o WALL MOUNTED LIGHTING FUTURE BATHROOM FAN AND LIGHT VISITABLE [ACT 88] NOTES: VISITABLE -ACT 88 - A COMBINATION OF ACCESSIBLE AND ADAPTABLE ELEMENTS FOR ALL DWELLING UNITS ESTABLISHED UNDER ACT 88, SIGNED IN TO LAW APRIL 27, 2000 INCLUDING: Ill AT LEAST ONE FIRST FLOOR EXTERIOR DOOR THAT IS AT T 36 INCHES WIDE ® FIRST FLOOR INTERIOR DOORS BETWEEN ROOMS THAT ARE T LEAST 34 INCHES WIDE OR OPEN DOORWAYS THAT ARE AT LEAST 32 INCHES WIDE WITH THRESHOLDS THAT ARE LEVEL, RAMPED OR BEVELED. M INTERIOR HALLWAYS THAT ARE LEVEL AND AT LEAST 36" WIDE ® ENVIRONMENTAL AND UTILITY CONTROLS AND OUTLETS THAT ARE LOCATED AT HEIGHTS THAT ARE WITHIN 15' TO 48" OFF THE FLOOR FOR FRONT REACH LIMITS AND V AND 5W FOR SIDE REACH LIMITS. ® REINFORCEMENTS IN BATHROOM WALLS TO ALLOW LATER INSTALLATION OF GRAB BARS AROUND THE TOILET, TUB, SHOWER STALL AND SHOWER SEAT, WHERE SUCH FACILITIES ARE PROVIDED. SYMBOL LEGEND PHOTOELECTRIC -ONLY SMOKE ALARMS ARE KEQU,RED TO BE INSTALLED IN THE VICINITY OF ANY BEDROOM AND ON EACH LEVEL OF A DWELLING, INCLUDING THE BASEMENT. ALARMS MUST BE HARD-1MRED INTO THE HOME ELECTRICAL SYSTEM, AND MUST ALSO HAVE A BATTERY BACKUP. INSTALL SMOKE ALARMS IN EACH BEDROOM FOR ADDITIONAL PRO-ECTION OAND INTERCONNECT SMOKE ALARM5 TOGETHER 50 IF ONE SOUNDS AN 5D ALARM, THEY ALL SOUND AN ALARM, MOUNT SMOKE ALARMS ON FLAT CEILINGS NO CLOSER THAN 4" FROM THE ADJOINING WALL SURFACE MOUNT SMOKE ALARMS ON WALLS NO CLOSER THAN 4", AND NOT FURTHER THAN 12", FROM THE ADJOINING CEILING SURFACE DO NOT INSTALL A SMOKE ALARM WITHIN 36" OF A CEILING SUSPENDED FAN, A SUPPLY REGISTER OR THE DOOR TO THE BATHROOM OR KITCHEN. PER 2012, VERMONT FIRE AND BUILDING SAFETY CODE NFPA 1,15.6,821.1.1 FE PORTABLE FIRE EXTINGUISHERS: PORTABLE FIRE EXTINGUISHERS INSIDE INDIVIDUAL APARTMENT OR CONDO UNITS SHALL BE PERMITTED TO BE 2-1/2 FOUND DRY CH((EMII)CAL CAPACITY. EACH SEPARATE DBL EE�PING AREA IN THE IMMEDIATE DETEC7OR5 SHALL BE VICINITY OFOUTSIDE F THE BEDROOMS FOR ALL MULTI-FAM LY DWELLINGS. AN ADDITIONAL CO GD DETECTOR SHALL BE INSTALLED IN ANY SLEEPING ROOM THAT CONTAINS A FUEL -BURNING APPLIANCE. CO DETECTORS TO BE INSTALLED IN ACCORDANCE WITH NFPA 720. CO DETECTORS SHALL BE DIRECTLY WIRED TO A NON -DEDICATED ELECTRICAL BRANCH CIRCUIT FOR THE BUILDING WITH BATTERY BACK-UP, GENERAL NM5 1. COMBINATION PHOTOELECTRIC SMOKE AND CARBON MONOXIDE( 0 ALARMS ARE ACCEPTABLE FOR NEW INSTALLATIONS OR REPLACEMENTS. COMBINATION SMOKE ALARMS THAT INCLUDE IONIZATION AND PHOTEL.ECTRIC SENSORS IN THE SAME ALARM ARE NOT PERMITTED TO BE USED FOR NEW INSTALLATIONS OR REPLACEMENTS. 1/2" ® ® A A ® ® Y Ln ON UP © a 6E' 6'-11/2B BED(��i �i � p1 LL 3'-8" 112" 31/2 31/2' 31/2" 14 61/2 P-10" 2 51/Z LIVING 51/2 © D CLOSET � 112 WALL ® §o 7 tv W® �, 15D © Lille � LAUNDRY 5'-0" C E5ATH ® DINN 6 r TCHEN '� 1/2 ATM ,-7"--- NOTE: PROVIDC bO WALL 51/2"-' 5 TYE W AT 1ST FLOOR 3 V2" 3 m 51/2"Lj 5 V2 T NIT TYPE T AT 2ND FLOOR ACCE55I01LIT1' NOTES THE PUBLIC AND COMMON USE AREAS ARE READILY ACCESSIBLE TO AND USEABLE BY HANDICAPPED PERSONS. ALL THE DOORS DESIGNED TO ALLOW PASSAGE INTO AND WITHIN ALL PREMISES ARE SUFFICIENTLY WIDE TO ALLOW PASSAGE BY HANDICAPPED PERSONS IN WHEELCHAIRS. - ALL PREMISES WITHIN THE COVERED MULTIFAMILY DWELLING UNITS CONTAIN THE FOLLOWING FEATURES OF DESIGN: AN ACCESSIBLE ROUTE INTO AND THROUGH THE COVERED DWELLING UNIT. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERM05TAT5, AND OTHER ENVIRONMENTAL CONTROLS IN ACCE555LE LOCATIONS. PROVIDE REINFORCEMENT IN SHOWERS AND AROUND TOILETS AS REQUIRED FOR FUTURE INSTALLATION OF GRAB 5AR5. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/44' IN HEIGHT. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE T.GHT GRASPING OR GRASPING OF THE WRIST TO OPERATE. CLEVER - TYPE HARDWARE 15 M05T PRACTICAL) AT LEAST ONE FIRST FLOOR BATHROOM MUST MEET THE FOLLOWING CRITERIA: THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM AND 18 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 15 INCHES MINIMUM AND 19INCHES MAXIMUM, MEASURED TO THE TOP OF THE SEAT. CABINETRY SHALL BE PERMITTED UNDER LAVATORIES AND KITCHEN 51NK5 PROVIDED THAT ALL OF THE FOLLOWING SHALL BE PROVIDED, A. THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE FIXTURE. B. THE FINISH FLOOR EMENDS UNDER THE CABINETRY; AND C. THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FIN15HED. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES OR SINKS. - FAUCETS MUST BE LEVER TYPE MIRROR MUST BE NOT MORE THAN 40" ABOVE FLOOR LEVEL - PROVIDE ACCE55IDLE COMPLIANT TUB SEAT 0 BATHTUB KITCHENS SHALL COMPLY WITH THE FOLLOWING CRITERIA: - AT LEAST ONE 30 INCH WIDE MINIMUM SECTION OF COUNTER SHALL PROVIDE A KITCHEN WORK SURFACE SHALL HAVE A CLEAR FLOOR SPACE BELOW THE WORK SURFACE NOTE CAMNE-RY SHALL BE PERMITTED UNDER THE KITCHEN WORK SURFACE PROVIDED ALL OF THE FOLLOWING CONDITIONS ARE MET: A. THE CABINETRY CAN BE REMOVED WITHOUT THE REMOVAL OR REPLACEMENT OF THE KITCHEN WORK SURFACE; B. THE FINISH FLOOR EXTENDS UNDER THE CABINETRY; AND C. THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. THE KITCHEN WORK SURFACE SHALL BE 34 INCHES MAXIMUM ABOVE THE FIN15H FLOOR. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE WORK SURFACE COUNTERS. - CABINETRY SHALL BE PERMITTED UNDER LAVATORIES AND KITCHEN SINKS PRCMDED THAT ALL OF THE FOLLOWING SHALL BE PROVIDED: A THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE FIXTURE. B. THE FINISH FLOOR EXTENDS UNDER THE CABINETRY; AND C. THE WALLS 5EHINO AND SURROUNDING THE CABINETRY ARE FINISHED. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS 5-IALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES OR SINKS. COMBINATION REFRIOERATORS AND FREEZER SHALL HAVE AT LEAST 50 PERCENT OF THE FREEZER SPACE 54 INCHES MAXIMUM ABOVE THE FINISH FLOOR 4DWEST SHELF AT KITCHEN WALL CABINETS TO BE 46" A.F.F. (MAX) FOR SIDE REACH IACCE55I01LI1Y NOTES (FOR UNITS REQUIRED TO HAVE COMMUNICATION FEATURES) - MERE A BUILDING FIRE ALARM SYSTEM IS PROVIDED, THE SYSTEM WIRING SHALL BE EXTENDED TO A POINT WITHIN THE RESIDENTIAL DWELLING UNIT IN THE VACINITY OF THE RESIDENTIAL DWELLING UNIT SMOKE DETECTION SYSTEM. ALL VISIBLE ALARM APPLIANCES PROVIDED WITHIN THE RESIDENTIAL DWELLING UNIT FOR BUILDING FIRE ALARM NOTIFICATION SHALL BE ACTVA-ED UPON ACTIVATION OF HE BUILDING FIRE ALARM IN THE PORTION OF THE BUILDING CONTAINING THE RESIDENTIAL DWELLING UNIT. RESIDENTIAL DWELLING UNIT SMOKE DETECTION SYSTEMS SHALL COMPLY WITH NFPA 72. ALL VISIBLE ALARM APRJANCES PROVIDED WITHIN THE RESIDENTIAL DWELLING UNIT FOR SMOKE DETECTION SHALL 5E ACTIVATED UPON SMOKE DETECTION. A HARD -WIRED ELECTRIC DOORBELL SHALL BE PROVIDED. A BUTTON OR SWITCH SHALL BE PROVIDED OUTSIDE THE RESIDENTIAL DWELLING UNIT PRIMARY ENTRANCE ACTIVATION OF THE BUTTON OR SWITCH SHALL INITIATE AN AUDIBLE TONE AND VISIBLE SIGNAL WITHIN THE RESIDENTIAL DWELLING UNIT. WHERE VISIBLE DOORBELL SIGNALS ARE LOCATED IN SLEEPING AREAS, THEY SHALL HAVE CONTROLS TO DEACTIVATE THE SIGNAL A MEANS FOR VISUALLY IDENTIFYING A VISITOR WITHOUT OPEINING THE RESIDENTIAL DWELLING UNIT ENTRY DOOR SHALL BE PROVIDED AND SHALL ALLOW FOR A MINIMUM 180 DEGREE RANGE OF VIEW. NOTE: IN DOORS, PEEPHOLES THAT INCLUDE PRISMS CLARIFY THE IMAGE AN5 SHOULD OFFER A WIDE-ANGLE VIEW OF THE HALLWAY OR EXTERIOR FOR BOTH STANDING PER50N5 AND WHEELCHAIR USERS. SUCH PEEPHOLES CAN BE PLACED AT A STANDARD HEIGHT ADN PERMIT A VIEW FROM SEVERAL FEET FROM THE DOOR. ELECTRICAL FIXTURE LEGEND AA �Fn�j }}�JJ((2 __ FAN AND LIGHT COMBINATION FIXTURE CABLE AND DATA OUTLET © EXTERIOR REM55ED LIGHTING FIXTURE INTERIOR RECESSED LIGHTING FvruRE © PENDANT LIGHTING FIXTURE (� SURFACE MOUNTED LIGHTING FIXTURE QU UNDER CABINET LIGHTING FUTURE o WALL MOUNTED LIGHTING FIXTURE F L BA —ROOM FAN AND LIGHT SYMBOL LEGEND PHOTOELECTRIC-CNLY SMOKE ALARMS ARE REQUIRED TO BE INSTALLED IN THE VICINITY OF ANY BEDROOM AND ON EACH LEVEL OF A DWELLING, INCLUDING THE BASEMENT. ALARMS MUST BE HARD -WIRED INTO THE HOME ELECTRICAL SYSTEM, AND MUST ALSO HAVE A BATTERY BACKUP. INSTALL SMOKE ALARMS IN EACH BEDROOM FOR ADDITIONAL PROTECTION 5D OAND INTERCONNECT SMOKE ALARMS TOGETHER 60 IF ONE SOUNDS AN ALARM, THEY ALL SOUND AN ALARM. MOUNT SMOKE ALARMS ON FLAT CEILINGS NO CLOSER THAN 4" FROM THE ADJOINING WALL SURFACE MOUNT SMOKE ALARMS ON WALLS NO CLOSER THAN 4", AND NOT FURTHER THAN 12", FROM THE ADJOINING CEILING SURFACE DO NOT INSTALL A SMOKE ALARM WITHIN W' OF A CEILING 51.15PENDED FAN, A SUPPLY REGISTER OR THE DOOR TO THE BATHROOM OR KITCHEN. PER 2012. VERMONT FIRE AND BUILDING SAFETY CODE NFPA 1,1368 3'.1 PORTABLE FIRE EXTINGUISHERS: PORTABLE FIRE EXTINGUISHERS INSIDE FE INDIVIDUAL APARTMENT OR CONDO UNITS SHALL BE PERMITTED TO BE 2-V2 POUND DRY CHEMICAL CAPACITY. CARBON MONOXIDE (CO) DETECTORS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS FOR ALL MULT-FAMILY DWELLINGS. AN ADDITIONAL CO CD DETECTOR SHALL BE INSTALLED IN ANY SLEEPING ROOM THAT CONTAINS A FUEL -BURNING APPLIANCE CO OETECTORS TO BE INSTALLED IN ACCORDANCE W.TH NFPA 7210. CO DETECTORS SHALL BE DIRECTLY WIRED TO A NON -DEDICATED ELECTRICAL BRANCH CIRCUIT FOR THE BUILDING WITH BATTERY BACK-UP. GENERAL NOTES 1. COMBINATION PHOTOELECTRIC SMOKE AND CARBON MONOXIDE (CO) ALARMS ARE ACCEPTABLE FOR NEW INSTALLATIONS OR REPLACEMENTS. COMBINATION SMOKE ALARMS THAT INCLUDE IONIZATION AND PHOTELECTRIC SENSORS - THE SAME ALARM ARE NOT PERMITTED TO BE USED FOR NEW INSTALLATIONS OR REPLACEMENTS. LdJ z L Z =1 a D a mo Z I a Z 0 ILLJ Chi LLi (i N.I z 5; LA LLJ H to PROJECT# 1303 SHEET NUMBER 4, DATE: 5/812013 WINDOW SCHEDULE (K GENERAL NOTES 6-42-0' vo yr �a.nr¢ - w avc rviNPOV6 I LUJ�_VINYL BUILDER'S VINYL BUILDER'S VINYL BUILDER'5 P9 GRADE DOUBLE- GRADE DOUBLE- VINYL BUILDER'5 OUTSIDE WINDOW OR DOOR OPERABLE FROM THE !NSIDE, WITHOUT THE USE OF TOOLS, KEYS, OR SPECIAL Ul WITHHUNG WINDOW HUNG WINDOW GURNA�E/ �rypgBe E/ VINYL SLIDING GRADE DOUBLE- EFFORT, THAT PROVIDES A CLEAR OPENING OF NOT LESS HAN 5.7 SQUARE FEET, WITH THE WIDTH NOT STAR ENNOR ENERGY WITH ENERGY °� WI'1- ENERGY % PAT,O DOOR UNIT HUNG WINDOW LESS THAN 20 INCHES, THE HEIGHT NOT LESS TI-AN 24INCHES, AND THE BOTTOM OF THE OPENING NOT GLAZING NORTHERN STAR NORTHERN STAR NORTHERN W/ INSULATED. WITH ENERGY MORE THAT 44 INCHES ABOVE THE FLOOR, WITH SUCH MEANS OF ESCAPE ACCEPTABLE, PROVIDED THAT OLAZNO BY GLAZING BY h i TEMPERED, STAR NORTHERN ONE OF THE FOLLOWING CRITERIA 15 MET JELD WEN' JEL I WEN' 'JELO WEN' LOW-E ARGON GlA7ING BY A. THE WINDOW 18 WITHIN 20 FEET OF THE FINISHED GROUND LEVEL a] - IR n U,FN' w T4c IMAlrvul IC nocrn v y loll r ILLCV Van Nu V % THE AUTHORITY HAVING JURISDICTION. �" N N C. THE WINDOW OR DOOR OPENS ONTO AN EXTERIOR BALCONY. c $ p� spry NFPA 101, 2012 EDITION• SECTION 3822.9 OWINDOW TYPE - A r�NDOW TYPE - B �W DOW TYPE - C WINDOW TYPE - D WINDOW TYPE - E 1. WALL THICKNESSES MAY VARY ONH.MDOOR FRAMES DETAILS.ppp�SUPPLERSHALL SCALE: 1 4" = 1 O1° SCALE: i 4° = 11-0'I GALE: 1 4 = 1-0 SCALE: 1 4' = 1'-0' SUBMIT SHOP DRAWING$ FOR REQUIRED FRAME DEPTH PRIOR TO FABRICATION SCALE: 1 4' = 1 -0" ^ I II I 2. RATED DOORS SHALL ONLY BE INSTALLED IN RATED FRAMES - ALL COMPONENTS DOOR SCHEDULE v SHALL BEPERMANENILYLABELEDBYMANUFACTURER 3. ROUGH OPENING SIZE REQUIREMENTS MAY VARY FROM MANUFACTURER TO MANUFACTURER. CONTRACTOR SHALL VERIFY ACTUAL R.O.'S BY BRAND PRIOR TO FRAMING. 2'-6" Z-011 21/4' 2114' 21/4' 21/4" 21/4. 21/4' 4. MINIMUM THERMAL PERFORMANCE FOR ALL WINDOWS: MAXIMUM U-FACTOR 0.28. 5. MIN;4IUM THERMAL PERFORMANCE FOR ALL DOORS: MAXIMUM U-FACTOR 0.25. SYSTEM ENTRY DOOR 13/B'' TH. NON -RATED � - � SYSTEM BY T-IERMATRU ? ? 13/8" TH• NON -RATED � 13/8" TH. NON-RATEp m DOORS'. CLA5:C-CRAFT N HOLLOW CORE DOOR W/ N HOLLOW CORE DOOR W/ N HOLLOW CORE DOOR W/ AMERICAN. CRAFTSMAN 2-PANEL MOLDED 2-PANEL MOLDED 2-PANEL STAIR AND HANDRAIL DETAILS 5 m LITE 2 PANEL, FLUSH GLAZED (b HARDBOARD FACE F_lHARDBOARD FACE. HARDBOARD FACE 3 UTE. 3'-0 k6'-8" PRE -HUNG FRAMED UNIT W/ PRE -HUNG FRAMED UNIT W/ PRE -HUNG FRAMED UNIT W/ 2 W' FINE COLONIAL CASING 21/4' PINE COLONIAL CASING ® 21/4" PINE COLONIAL. CASING 1 ' TREAD MIN. NEW STAIR REQUIREMENTS - WITHIN DWELLING UNITS 3/4' NM%M. DIMENSIONAL CRITERIA nDOOR TYPE - A nDOOR TYPE - B r1DOOR TYPE - C DOOR TYPE - D WOOD TREAD&RISERCONST FEATURE FEET/INCHES " W II_ 1 n ` � `� V """`• ""n�Ia^ `l n�I�11 " _ �rsl STANDAPER RDS FABRICATORS OR TO COMW/ CODE MINIMUM HEIGHT OF BRMUM HEIGHT OF IBERS ERS 7- NC-INC ES ES MINIMUM TREAD DEPTH 10 INCHES MINIMUM HEADROOM 6 FT8INCHES MAXIMUM HEIGHT BETWEEN LANDINGS 12 FEET 2-6" Z-6" y2" 2 p VERMONT 2012 FIRE AND BUILDING SAFETY CODE 21/4' 21/4" 21/4'� I r 21/4" 21/4" 21/4" `� 2 STRINGERS PERFADRICNOTE: STAIRS AND RAMPS SHALL HAVE HANDRAILS ON BOTH SIDES, EXCEPT IXISTNG STmD RD8 5 M.M. EXISTING RAMPS, STAIRS WITHIN DWELLING UNITS AND WITHIN GUEST ROOMS, 13/5" TH. NON -RATED p 13/S" TH. NON -RATED 13/8" TH. NON -RATED 1-314" THICK, INSULATED 2X4 TOE S'RIP STANDARDS �RAMPS A AWNDRN DWELLING UNITS AND AIL ON ONE SIDE ONLY. GUEST ROOMS WHICH SHALL BE PERMITTED w HOLLOW OGRE DOOR W/ N HOLLOW CORE DOOR W/ HOLLOW CORE DOOR W/ i FLUSH HOLLOW METAL DOOR & STRINGER 1/2" G.W.B. ® UNDERSIDE TO 2-PANEL MOLDED ip AANEL MOLDED N 2-PANEL MOLDED ANCHOR PLATE OF STAIRS & LAND!NG5 REQUIRED GUARDS AND HANDRAILS SHALL CONTINUE FOR THE FULL LENGTH OF EACH rp L HARDBOARD FACE IL_V HARDBOARD FACE HARDBOARD FACE. I W FAINT F NI (TYP.) FLIGHT OF STAIRS. AT TURNS OF NEW STAIRS. INSIDE HANDRAILS SHALL BE HOLLOW METAL FRAME D UNIT W/ / CONTINUOUS BETWEEN FLIGHTS AT LANDINGS. RAMED UNIT 2i 4P P E COLONIAL CASING 22 I/4HPINE FCOLONIAL CASING 2RAMED UNIT Wl 1/4HPIE COLOUNG NIAL CASING L 7 }.L� 3 / LANDING D I N G DETAIL � CHES,AA!LB ON STAIRS BOVE THE SURFSHALLACE OF THE TREAD, MEASURED E NOT LEM THAN 34 CVERTICAND NOT ALLY TO THERE � `J, TOP OF THE RAIL FROM THE LEADING EDGE OF THE TREAD. Q W tJJ 11/2" O.D. WOOD HANDRAIL HANDRAIL5 SHALL INCLUDE ONE OF THE FOLLOWING FEATURES: -J nDOQR TYPE - E nDOOR TYPE - F nDOOR TYPE - G DOOR TYPE - H METAL WALLSRACKET5 \ _ I. CROSS SECTION WITH AN OUTSIDE DIAMETER OF NOT LESS THAN 1 1/4 INCHES = � (SEE NOTE ABOVE) 22.. AND � 5 OTHER THAN 2 �ESCRCULAR WITH A PERIMETER DiMEN51ON OF NOT LE55 ® Z THAN 4 INCHES, BUT NOT MORE THAN 61/4 INCHES, AND WITH THE LARGEST CR055- W d RETURN SECTIONAL DIMENSION NOT MORE THAN 21/4 INCHES PROVIDED THAT GRASPABLE = J CL ENDS TO 1� RN EDGES ARE ROUNDED 50 AS TO PROVIDE A RADIUS 60 NOT LESS THAN 1/5INCHES. FJ � w WALL CTYP.) ENDS 70 NEW HANDRAILS SHALL BE CONTINUOUSLY GRASPABLE ALONG THEIR ENTIRE LENG-FH. Ln �= O aX WALL NEW TERMINATEEAAT NE�WEELL SHALL BE RETURNED 70 THE WALL OR FLOOR OR SHALL O W Q TOP LANDING N OTHER THAN DWELLING UNITS, NEW HANDRAILS THAT ARE NOf CONTINUOUS J Z COVER 053 SHEATHING FOLD HOUSEWRA' ABOVE FINISH F CL HEADER, TEMPORARILY ' 3ETWEEN RIGHTS SHALL EXTEND HORIZONTALLY, AT THE REQUIRED HEIGHT, NOT LESS Z WITH HOUSEWRAP CUT A MODIFIED T' CUT SECURE THAN 12 INCHES BEYOND "HE TOP RISER ADN CONTINUE TO SLOPE FOR A DEPTH OF 00 IN HOUSEWRAP �j c ONE TREAD BEYOND h E BO OM RISER. W W FOLD IN HOUSEWRAP INSTALL PIECE 1 �r WITHIN GE -LING UNITS, HANDRAILS SHALL FJ M AT THE REQUIRED HEIGHT, k —INSTALL T ALL P PLUS' OR TO AT LEAST THOSE POINTS THAT ARE DIRECTLY ABOVE THE TOP AND BOTTOM RISERS. IBAC�AM� �AERED FLASHING LOWER NFPA 101, 2012 EDITION, SECTION 7224.1 Z -� REQUIRED S LANDI IN WALL F � DE MENW HANDRAIL CLEARANCE: NEW HANDRAILS SHALL BE INSTALLED NG a N Z OF BRACKET$ -0 PROVIDE A CLEARANCE OF NOT LF55 THAN 11/2 INCHES NOR _ INSTALL PIECE 2 MORE THAN 21/4 INCHES BETWEEN THE HANDRAIL AND THE ® OF V1'CDR PLUS' WALL 70 WHICH IT 15 FASTENED. nTYPICAL HANDRAIL DETAIL VERMONT2012FIRE&BUILDINGSAFETYCODE Q SCALE:3/4m Q 0 3 0 UNSECURE AND FOLD ^ APPLY FLASHING MECHANICALLY HOUSEWIZAP OVER OVER NAILING FLANGE FASTEN HEAD HEAD BASHING. SEAL FLASHING AT TOP I \ INSTALL WINDOW RUMS, A7 WINDOW JAMBS CORNERS WITH WEATHER -RESISTIVE LEVEL, AND SQUARE PER BARRIER SEAM TAPE / \I \ I \ \ \ MANUFACTURER'S s ING INSTRUCTIONS OHVVEER THE 4ININSTALL HDOW Rsx i� s5s .b.:. 5... Z r� rill OIUDO ® 2 _ NOTE- FOR STAIRS CONTAINED t` WITHIN A SINGLE UNIT- STAIR RISERS TO BE NO MORE nWINDOW AND FLASHING INSTALLATION 10, THAN 7-3/4'ANDTREADS ARE <15 \ TO BE NO LESS THAN 10' F-1 �.-f I / VTFIREAND BUILDING SAFETY PROJECT # NOTES: CODE EA 13®3 NOTE: PROVIDE SAME FLASHING DETAIL FOR DOOR HEAD AND JAMBS. I SHEET NUMBER 1. INSTALL WINDOW PER MANUFACTURER'S RECOMENDA110N. \ 2. INSTALL SIDING AND FLASHING BELOW WINDOW PER MANUFACTURER'S RECOMEVDATON. � 3. THESE SAME STEPS CAN BE USED FOR OTHER ACCEB50RY OPENINGS (I.E. DOORS. LOUVERS. ELECTRICAL AND MECHANICAL "ENETRATONS, ETC.) — � TYPICAL STAIR DETAIL b"r SCALE: 1 4"z 1'-0° DATE:S/8/2013 I I J LINE OF CEILING `- : 1� �► Sol 1� ►�� APPLY FIN15H MERE SHOWN ON ROOM �;•� IE•��VFINISH SCHEDULE SCHEDULED FLOORING AND BASE 2 6 6 7 DETAIL SECTION 1. ROOFING SYSTEM: ANY UL CLASS A, B, OR C ROOFING SYSTEM (TGFU) OR PREPARED ROOF COVERING (TFWZ) ACCEPTABLE FOR USE OVER NOM 15132 IN. THICK WOOD STRUCTURAL PANELS, MIN. GRADE "C-D' OR "SHEATHING". NDM 15M IN. THICK WOOD STRUCTURAL PANELS SECURED TO TRUSSES NTH 6d RINGED SHANK NAILS SPACED AT 12 IN. D.C. ALONG EACH TRU55. STAPLES HAVING EQUAL OR GREATER WITHDRAWAL AND LATERAL RESISTANCE STRENGTH MAY BE SUBSTITUTED FOR THE SO NAILS. CONSTRUCTION ADHESIVE MAY BE USED WITH EITHER THE NAILS OR STAPLES. 2. TRUSSES: MAX OF 24 IN. LUMBER ORIEN SECURED TOGA PLATES HAVE'. THE PLANE OF OTHER (MADE TYPE PLATE. E EDGE THE TO ICC E5 REPORTS E5R-1153 4.17.2 ASSEMBLY 13:1 HOUR RATED © F I II' titit�`��itit�t�t��•�itit�t�t�t DESIGN 40. D925 ALW05T 26, 2013 RESTRAINED A55I RATINGS 5/4, 1, LJ2, 2 OR 5 HR (SEE ITEMS 1. 6 AND 10) UNRESTRAINED ASSEMBLY RATING O HR (SEE ITEMS 5, 4, 4A AND 10) UNRESTRAINED BEAM RATINGS I, 1-In, 2, 3 AND 4 HR (SEE ITEMS 4, 4A AND 10) RESTRICTED LOAD CONDITION SEE SU'PORT5 AND ITEM 41, 2 3 3 4 SI NO OF YEL.DS AT -ACHING UNITS TO SUPPORTS SHALL BE 12 IN, Or, FOR 12,24 AND 36 IN. WIDE UNITS, FOUR iELD5 PER SHEET FOR 30 IN. WIDE WITS, 6 IN. OC FOR 16 IN. WIDE AND SEC. 12 WITS. UNLESS NOTED OTHERWISE, ADJACENT UNITS BUTTON -PINCHED OR lMELDED T06ETHER 56 IN. OC ALONGSIDE JOINTS. ADJACENT ID IN. WDE WITS WELDED TOGETHER 50 IN. Or ALONGSIDE JOINTS. FOR B HR RATING, WITS WITH OVERLAPPING TYPE SIDE JOINTS WELDED TOGETHER 24 IN. DO MAX. I. SPRAY -APPLIED FIRE RESISTING MATERIALS - NOTE IHFAY-APgJ®PIRE RBIGTIVL MATIMAL3 MIST BE APPLIm IN ACCORDANCE WITH UL DESIGN NO. DI NOTIFY ARCHITECT OF MATERIAL AND METHOD PRIOR TO APPLICATION. 5. SHEAR-CONNECTOR -5TUD5-OPTIONAL STUDS 3/4 N. DIAM BY 5 IN, LONG, FOR 1-In N. DEEP FORM UNI'5 TO 5-1/1, W. LONG FOR 3 IN. DEEP FORM UNITS, HEADED TYPE OR 15OUI VALENT PER AI5C SPECIMOATIONS. HELPED TO THE TOP FLANGE OF THE SEAM THROL THE STEEL FORM WITS. SUPPORTS WD)Q&A2XIb OR ALTERNATE (PER SECTION IV.6 IN THE FRONT OF THE FIRE RL515TAWZ DIRECTORY) STEEL BEAM OR MIN 61KI STEEL JOISTS WHEN JOIST SUBSTITUi'ON 6. ELECTRICAL INSERTS NOT SHORN) CLASSIFIED AS 'OU'LE' BOXES AND FITTINGS 1. THE FLOORING MUST CONSIST OF A SINGLE LAYER OF 48/24 SPAN -RATED, APPLIED. CLASSIFIED FOR FIRE RESISTANCE . TONGUE -AND -GROOVE, 5HEATHING ((E)6'05URE 1). CONSTRUE ION ADHESIVE 1• NORMAL 2104T OR L1GHrwGIGHr CONCRETE NORMAL we10HT CONCRETE cARaoNAre OR H H R°SERTII N POET INSERTS. CONFORMING 70 A511N D 3498 MUSY BE APPLIED 70 THE TOP OF THE JOISTS 5 uccou5 EGGRE6Are, 3500 PSI COMPRESS ✓c STRENGTH, VIBRATED. uGHn E16Hr PRIOR TO PLACING SHEATHING. WHEN USED AS A ROOF -CEILING ASSEMBLY, THE Fax u5E wITH 2-1n IN ueHn4E16Hr COHERE E TOPPING ovsx OL wKx STEEL FLOOR 1, EXPANDED SHALE, OR SLA-E A6GREE6ATE EK ROTARY -KILN METHOD, OR EXPANDED FOR L FLOOR IHIT CONLRNC+M R OLITS DECKING IS PERMITTED TO BE ANY WOOD DECK RECOGNIZED IN THE CODE ALL CLAY A6 ROTARY -KILN OR N¢TFIOD, 3000 P51 CONMRNE551VE STRENGTH, VIBRATED, VIBRAE BYTOIPERCENT INSTALLED OVER FACTOR HOLES IN FLOOR PER AI YINIS UNITINSTALLATION INSTRUCTIONS. SPACINIG SHALL NOT SE MORE THAN ONE INSERT IN EA H 14 BUTT JOINTS OF THE SHEATHING MUST BE LOCATED OVER FRAMING MEMBERS. , 4 TO 7 N'ERCBNT ENTRAINED AIR. TRAINED AIR. FLOOR 5FACING ALO WITH NG WITS NOT LESS THAN 46 IK DO. THE 50 FT 0- FLOOR AREA HOLES CAT IN INSERT COVER FOR P 2 TJI JOISTS MUST BE INSTALLED IN ACCORDANCE WITH THI5 REPORT, WITH A MAXIMUM P U SPACING OF 24 INCHES (810 MM)) ON CENTER FOR FLOOR -CEILING ASSEMBLIES. WHEN USED IN ROO;�EILINGA56EMBLIE5, -HE JOISTS ARE PERMITTED TO BE SPACED A MAXIMUM OF 48 INCHES (1219 MM) ON CENTER. HORD WOOD TRUSSES, SPACED 3 OPTIONAL MINIMUM 31/2-INCH-'HICK (89 MM) GLASS FIBER INSULATION OR NOM 2 BY 4 LUMBER, WITH JZONTALLY. TRU55 MEMBERS GLASS FIBER INSULATION RATED R-30 OK LESS MAY BE INSTALLED IN THE JOIST PLENUM WHEN RESILIENT CHANNELS ARE USED, THE INSULATION MUST BE X IN. THICK GALV STEEL PLATES. PLACED ABOVE THE RESILIENT CHANNELS BETWEEN THE JOIST BOTTOM FLANGES. )JECTING PERPENDICULAR TO ARE IN PAIRS FACING EACH 4('. THE MEMBRANE MUST CONSIST OF TWO LAYERS OF 1/2-INCH-THICK ), FORMING A 5PLI7700TH N�CEILING G Nf COMPLYING G2YP78UNd TYPE 1W0 NF�TFIOAS M C I38 ATTACH HED TO THE TJI PTYPEX IXNT ON ITS OUTSIDE JOIST BOTTOM FLANGE A55A4E OF WIRES SHALL BE NO MORE THAN 110 IN LARGER DIAM THAN HIRE. RESTRAINED A e-ISLY 111 19 5/4 HR ATM TAPMATE II-PE-1 AND I HR WITH TAPMATE IIfS2 INSERTS. H H ROBERTSTMiMATE II-FS-I, [I -PSI SERIES KEG. NREMOLD CO AFTER SET INSERTS. SINGLE -SERVICE AFTER SET INSERTS INSTALLED PER ACCOMPANYING INSTALLATION INSTRUCTIONS IN 2-In IN. DIAM HOLE CORE -DRILLED THROU19H MIN21-1/4 IN. THGK CONCRETE TOPPING TO TOP OF CELL OF ANY MIN 5 IN. DEEP CELLULAR STEEL FLOOR UNIT SPECIFIED UNDER ITEM 3. SPACING SHALL LE NO MORE THAN ONE INSERT IN EACH 10 50 FT OF FLOOR AREA IN EACH SPAN WITH A MIN CENTER TO CENTER SPACING OF 16 IN. IF THE HI6H POTENTIAL AND LOW POTENTIAL RACEWAYS OF THE CELLULAR STEEL FLOOR WIT ARE SEPARATED BY A VALLEY FILLED HITH CONCRETE, THE VENTER TO CENTER SPACING OF THE HI6H POTENTIAL AND LOW POTENTIAL SINSLE-SERVICE AFTER SET INSERTS MAYBE REDUCED TO A MIN OF T-In IN. RESTRAINED ASSEMBLY RATING IS 2 MR OR LESS WITH INTERNALLY PROTECTED TYPE 456 AFTER SET INSERT WITH TYPE M4-, M6- OR Mb- SERIES, SINGLE -SERVICE ACTIVATION FITTINS. HA5 A TWIST FOR STIFFNESS RESTRAINED ASSEMBLY RATING HR CONCI10IE (TYPE) CONORGTE LILT HEIGHT PCP CONCRETE THKNS IN I NORMAL HEIGHT 141- 55 b 1-In NORMAL HEIGHT 141-63 4 2 NORMAL HEIGHT 141-SB 4-1/2 3 NORMAL WEIGHT 141-153 111 3/4 OR I LIGHTWEIGHT -115 2-I 1 LIIY,,EI6HT TOT-120 2-5/6 L1GI4TAMIT I _ 5 7 2 L16HTYEII_ 101-113 LIGHTWEIGHT 10T-116 °ll4 LIGHTWEIGHT 10T-I 3-n 0T-LIB 3 1J THEIGHT - 4--IA6 SEALANT, BOTH SIDES HIREMOLD CO INTERNALLY PROTECTED TYPE 436 AFTER SET INSERT WITH TYPE M4-, THE PAIRS ARE REPEATED ON APPROXIMATELY 7/8 IN. CENTERS WITH 5. THE FIRST LAYER OF GYPSUM BOARD MUST MUST BE INSTALLED PERPENDICULAR TO 'FOR Use HITH 2 OR 5 IN. STEEL FLOOR AND FORM LINTS ONLY. Mb- OR MD- SERIES s NGLESERAGE ACTIVATION FITTING. FOUR RDA5 OF TEETH PER INCH OF PLATE WIDTH. WHERE THE TRUSS THE TJI JOISTS AND ATTACHED USING 15/8-INCH-LONG (41 MM), TYPE 5 2. 4nZeD LURE FABRIC 6 X 6, 10 X 10 SUNG. INTERSECTS WITH THE INTERIOR FACE OF THE EXTERIOR WALL, THE SCREWS SPACED 12 INCHES TO MM) ON CENTER. THE SECOND LAYER MUST BE 'BEARING HG u CLASSIFICATION MARK MIN. TRUSS 5 STEEL FLOOR AND FORM WITS• GOHPOSI E 1-in, 2 5 IN. DEEP FINISH FLOOR GALV DEPTH SHALL BE 51/4 IN. WITH A MIN ROOF 5LOPE OF INSTALLED WITH THE JOINTS STAGGERED FROM THE FIRST LAYER. THE SECOND I NI CHITS OR 4-ED IN DEEP N IN &A ISES A RELY SG FLUTED WI75 MAY /2 UNCOATED OR LUTE 3/12 AND A MIN AREA IN THE PLANE OF THE TRU55 OF 21 SQ. FT. LAYER MUST BE FASTENED TO THE TJI JOISTS WITH 2-INCH-LONG (51 NMI, PIOSPNvnz®mANTm. MIN GA,U6E4 ARE 22 MSG FOR FLUTED AND 2ono MSG FOR TYPE 5 SCREWS SPACED 12 INCHES (305 MM) ON CENTER IN THE FIELD FIND 8 CELLULAR WITS. THE FOLLOWING GOMBINATIONNS OF WITS MAY BE USED, U.L. DESIGN NO. U341 BEARING WALL RATING - 1 HR OTC RATNGI 59 MIN. NOTES: 1. CARRY GYP. BOARD AND SOUND INSULATION TO UNDERSIDE OF FLOOR AND PARTY WALLS SEPARATING ADJOINING UNITS (T1'P. 2. "BACK-TO-BACK" WIRING DEVICES NOT ALLOWED - STAGGER LOCATIONS OF ALL OUTLETS, SWITCHES, ETC. 3. PROVIDE TWO CONTINUOUS BEADS OF ACOUSTIC SEALANT AT BOTTOM PLATE AND TOP PLATE OF ALL PARTY WALLS SEPARATING LIVING UNITS. 1. WOOD STUDS: NOM 2 BY 4 IN., SPACED 24 IN. O.C. MAX EXCEPT AT FIRST FLOOR WHERE STUDS ARE SPACED 16 IN O.C. MAX (SEE STRUCTURAL) GROSS BRACED AT MID HEIGHT AND EFFECTIVELY FIRESTOPPED AT TOP AND BOTTOM OF WALL NO MIN. AIR SPACE BETWEEN 5TUD ROANS EXCEPT TO ACCOMMODATE ATTACHMENT OF SHEATHING, WHERE REQUIRED. SEE ITEMS 4 AND 5. 2. GYPSUM BOARD: ANY 5/8 IN. THICK GYPSUM PANELS SUPPLIED BY THE CLASSIFIED COMPANIES LISTED BELOW. APPLIED HORIZONTALLY OR VERTICALLY AND ATTACHED TO STUDS AND BEARING PLATES WITH 1 1/4 IN. LONG TYPE W COARSE THREAD GYPSUM PANEL STEEL SCREWS SPACED AT e IN. O.C., WITH LAST SCREW 1 IN. FROM EDGE 0-- BOARD. WHEN USED IN WIDTHS OTHER THAN 48 IN., GYPSUM -0 BE INSTALLED HORIZONTALLY. CANADIAN GYPSUM COMPANY UNITED STATES GYPSUM CO OR APPROVED EQUAL - CONTACT ARCHITECT FOR APPROVAL 3, JOINTS AND NA[LHEAD5.- WALLBOARD JOINTS OF OUTER LAYER COVERED WITH TAPE AND JOINT COMPOUND. NAIL HEADS OF OUTER LAYER COVERED WITH JOINT COMPOUND. NOTE: PROVIDE LEVEL 4 FINISH IN ALL EXPOSED AREAS. PROVIDE A MIN. LEVEL 2 FINISH IN CONCEALED (NOT VISIBLE) AREAS. 4. SHEATHING: (MAY OCCUR, SEE STRUCTURAL DRAWINGS FOR LOCATIONS) SEPTUM MAY 5E SHEATHED WITH MIN. 7/16 IN. THICK WOOD STRUCTURAL PANELS MIN. GRADE'0-D' OR "SHEATHING" OR MIN V2 :N. THICK MINERAL AND FIBER BOARDS (BEAR(NG THE UL CLASSIFICATION MARK) 5. BATTS AND BLANKETS: (BEARING THE UL CLASSIFICATION MARK) 3 V2" MAX THICKNESS C-LA55 OR MINERAL FIBER GATT INSULATION. OPTIONAL WHEN SHEATHING (ITEM 4) 15 USED ON BOTH HALVES OF THE WALL 3. BATOO AND BLANKETS: ((BEARING THE UL CLASSIFICATION MARK) (OPTIONAL) GLASS FIBER INSULATION, SECURED TO THE WOOD INCHES (203 MM) ON CENTER AT TH BUTT J INT5. N ALL 16, 24, 26 26 OR 56 IN. AIDE CELLULAR. STRUCTURAL PANELS WITH STAPLES SPACED 12 IN. O.C. OR TO THE TRUSSES WITH 0.090 IN DIA GALV 5-EEL WIRES SPACED 12 IN. O.C. TYPE G SCREWS.11/2 INCHES (38 MM) LONG, MUST BE SPACED 8 INCHES (20.3 MM) ON CENTER AND 6 INCHES (152 MM) FROM EACH BIDE OF THE TRANSVERSE W ALL FLUTED. (3) ONCE OR THO 3 IN DEEP, 12 IN. HIDE,16116 MSG MIN CELLULAR WITS, ANY GLASS FIBER INSULATION BEARING THE UL CLASSIFICATION MARK JOI OF THE SECOND LAYER. THE SECOND LAYER MUST BE FINISHED NTH ALTERNAT N6 HITH 3 IN. DEEP FLUTED OR OTHER CELLULAR. A5 TO SURFACE BURNING CHARACTERISTICS JOINT TAPE AND COMPOUND. AND/OR FIRE RESISTANCE, WAIANf A MIN TIGNGITV r AC. — (4) ANY BLED OF FLUTED AND 16, 24,26.26. OR 56 IN WOE CELLULAR 4. AIR DUCT: (BEARING THE UL CLASSIFICATION MARK ANY UL CLA55 0 OR CLA551 FLEXIBLE AIR DUCT INSTALLED IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE DAMPER MANUFACTURER. 5. CEILING DAMPER: (BEARING THE UL CLASSIFICATION MARK) MAX NOM. AREA 324 5Q I ., MAX SQUARE SIZE 18 IN. BY 18 IN. RECTANGULAR 52E5 NOT TO EXCEED 324 00 IN. WITH A MAX WIDTH OF 16 IN. MAX DAMPER HEIGHT 1514 IN. INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS PROVIDED NTH THE DAMPER. MAX DAMPER OPENINGS NOT TO EXCEED 102 SQ IN. PER 100 SQ FT. OF CEILING AREA. 6. FURRING CHANNELS: RESILIENT CHANNELS, NOM 1/2 IN. DEEP BY TYPE G SCREW'v,11/2 INCHES (38 MM) LONG, MUST BE SPACED 8 INCHES (203 2 3/8 IN TIDE AT THE BABE AND 13/8 IN VIDE AT THE FACE FORMED MM ON CENTER AND 6 INCHES 152 MM FROM EACH SIDE OF THE WRENS R5E UC LI"I> MAY BE USED WHEN 3/6 IN. DIAM RENFORCINIG BARS ARE PLACED IHn IN. TO EACH SIDE OF SIDE JO. NT5 AND 1 IN. ABOVE BOTTOM OF UNITS. (6) COIRRUdATEV, I-SA6 IN. DEEP, 50 IN WIDE, 24 MSG MIN GALV UNITS AT14 SHEAR WIRES FACTORY WELDED TO DECK 61ORfiKATION5. HELDED TO SUPPORTS 12 IN. 06. TH%7UI MELONS NS WA5H ffI FOR SHEAR W RE 5PAOINS OF 6 IN. OR LESS THE STEEL DECK STRESS SHALL NOT EXCEED 20 K51. FOR SHEAR WIRE SFACINS GREATER THAN 6 IN. a. BUT LESS THAN OR EQUAL TO 12 IN, 00. STEEL DECK STRESS SHALL NOT EXCEED 12 K51. ABC STEEL DECK, DIV OF AS, PROPILE7 L L C 24, 50, OR 56 IN, WIDE, TYPES B HI -FORM, BF HI -FORM, IN M-FORM, NF HI -FORM, 2W HI -FORM, 2WF H11 F01RM, 5W HI -FORM, SAP HI -FORM, BR HIH"ORM, BMOD HI -FORM, BRMOD HI -FORM, 066 H -FORM, D6BP HI -FORM, DON HI -FORM, PSI HI -FORM, DBNF HI -FORM, DGNF32 Hi -FORM, D62W HI -FOAM, 01 HI -FORM, DEI M-FORM, AND PEI HI -FORM, 32 IN. WIDE02, TYPE N-32, NF52, DISN DSAF32; 24 OR 30 IN. WIDE TYPES A5C2 OR ASG.3. ALL UNITS MAY BE GALVANIZED OR PRIME SHIELD. CANAM STEEL CORP 56 N. WIDE TYPE P-3625, P-5606, FLEES AND 24 IN HIDE TYPE P-2452 COMPOSITE. FROM DOW IN. THICK GALV STEEL INSTALLED PERPENDICULAR TO THE TRUSSES, SPACED A MAX OF 16 IN. O.0 WHEN NO INSULATION 15 JOINTS OF THE SECOND LAYER. THE SECOND LAYER MUST BE FINISHED NTH JOIN' TAPE AND COMPOUND. CANAM STEEL CORP 24 IN. HIDE TYPES 1-1n, 2 OR 3 IN LOK-R DOR AND Lac -PI rFl I 36 FITTED IN THE CONCEALED SPACE, OR A MAX OF 12 IN. O.C. WHEN , IN, WIDE, T F!s 2 OR 5 IN, LOK-PL OR AND Lac -FLOOR DELLS, 24 IN, WDE. TYPES N-LOK AND N-LOK DELL, 24, 50 OR 36 INN HIDE, -YPE 1-1/2 IN. B-LOK AVD INSULATION 15 FITTED IN THE CONCEALED $PACE, DRAPED OVER THE 7 IN ROOF -CEILING ASSEMBLIES IN WHICH THE TJI JOISTS ARE SPACED MORE B-LOK GEL RESILIENT CHANNEL / GYPSUM BOARD CEILING MEMBRANE TWO THAN 24 INCHES (610 MM) ON CENTER, THE CEILING, INCLUDING THE RESILIENT CHANNEELS, MUST BE CONSOLIDATED SY57EM5111 24 IN AIDE TYPES GPD-2, GPD-5, 24, 50 OR 56 IN. AIDE COURSES OF RESILENT CHANNEL PM11IONED 6 IN. O.C. AT WALLBOARD APPLIED TO STRIPPING SPACED 24 INCHES (610 MM) ON CENTER. THE ATTACHMENT OF THE CEILING MEMBRANE TO THE STRIPPING TYPE CFo-1.5, 24 OR 56 IN. WIDE TYPES MAC-LOK 2, MI LOK 5, 24 IN. HIDE, TYPES BI E2FG, NO, NEC, 30 IN. HIDE TYPE 12 IN. 5UT7 JOINTS. CHANNEL SPLICES OVERLAPPED 4 IN. BENEATH WOOD TRUSSES. CHANNELS SECURED TO EACH TRUSS Wlh 11/4 IN. LONG MEMBERS MUST BE SIMILAR TO THE ATTACHMENT OF THE CEILING MEMBRANE TO 55G, HIDE MAG-WAY CELLULAR 45 Mow, 2-633 MYNA, 3-633 MTKk. 3-633 MTHV, 3-635 MTIHV�, 24 IN. AIDE TYPE V RsA-DEK. A TYPE 5 SCREWS' THE TJI J015M THE STRIPPING MUST BE A MINIMUM OF NOMINAL 2-BY-4 CONSTRUCTION- GRADE DOUGLAS FIR LUMBER FOR SPANS UP TO 5 FEET (1524 MM), AND MUST BE ATTACHED TO �M"�TIN FASTENED � 2-0" OR ORN. -DALNO ODE JOi4NTS Or 2-DA AND 7. GYPSUM BOATER BEARING THE UL CLASSIFICATION MARK ONE ( ) THE JOIST BOTTOM FLANGE USING A MAIMUM OF TWIG 101) BOX NAILS. STRFP.NG MATERIALS OF EQUIVALENT STRENGTH AND SELF-rAmIN6 STEEL sGREH 36 1µ 06. LAYER OF NOM 5/6 IN. THICK TYPE W BY 48 IN. WIDE BOARDS, INSTALLED ATTACHMENT ARE PERMITTED WHEN APPROVED BY THE CODE OFFICIAL WITH LONG DIMENSION PARALLEL TO TRUSSES. ATTACHED TO THE DE564 ASSISTANCE 00115-R1CT10N SYSTEMS LNG 56 IN. WIDE -YPE DAC31'X..D, OR 24 IN HIDE RESILIENT CHANNELS USING 1 IN. LONG TYPE S BUGLE -HEAD SCREWS. SCREWS SPACED A MAX OF 12 IN. O.C. ALONG BUTTED END-JOINT5 AND IN THE FIELD WHEN NO INSULATION 15 FITTED IN THE CONCEALED SPACE, OR A MAX OF 8 IN. O.C. ALONG BUTTED END -JOINTS AND IN THE FIELD WHEN INSULATION IS FITTED IN THE CONCEALED SPACE, DRAPED OVER THE RESILIENT CHANNEL / GYPSUM BOARD CEILING MEMBRANE. 1 HR [CEILING ASSEMBLY A A STRAP BETWEEN STUDS AS REQUIRED FOR J-BO) axEMMITIRP TYPE ' PT1' LOCATE A STUD ON THE 1 LE: -�ji = i T1" DIMENSION PO[NT AND PROCEED W/ STUD LAYO IN EACH DIRECTION. NOTED: WHERE J-BOXES ARE NO TO STUDS, THE NAILS Al 1. ELECTRICAL OULET BOXES AND SIMILAR BOXES FOR TV, PHONE, TO BE SUCH LENGTH TO ETC. IN PARTY WALLS MUST BE STEEL AND NOT OVER 16" SQUARE PENETRATE THRU THE S SUCH BOXES ARE TO BE SEALED W/ 3M MFF-40 FIRE BARRIER V18" THICK RESILIENT PO FUDDY PAD OR EQUAL STACK MULTIPLE BOXES VERTICALLY WHEN BETWEEN STUDS AND J- ON SAME 91DE OF WALL 2. DETAIL SHOWN 15 FOR PARTITION TYPE PT-1, INSTALLATION IN ELECTRICAL OUTLET) -BC OTHER PARTITION TYPES SIMILAR (SEE NOTE 1) 3. INSTALLATION OF J-BOXES SHOWN MUST BE USED IN ALL WADS WITH A REQUIRED FIRE RATING. TYPE DAC52.00D. OR DACS3.00D. EPIC METALS CORP 24 IN WIDE TYPES ECI50, ECPSO, SCSI ESP' O, EC366, EGP366, WIDE ECI50, EC300 INVERTED, EPICORE A, 30 IR E TYPE EC.350, E60RI50, 36 IN, WIDE TYPES 50266. ASTENER TYPE AND SPACING AS DESCRIBED IN THE DESIGN IT IS NOT �IKA 2 UNEERT121, NN 24 1XN, TKKz�2s OR 50N�DD'G� 64,X A, SE, IN. AIDE NECESSARY TO TAPE THE JOINTS OF THE BASE LAYER. THE FIN:5H LAYER 4P, AKK AKA, 24 26, 44, 56 IN. WIDE NKX, I3NKG, NKC, AKK 2 OR 5 IN. TKC, 12 )F GYPSUM BOARD SHALL AL50 BE ATTACHED NTH THE FASTENER TYPE IN. HIDE NONC.OMPOSITE SEC. 12, 11 IN. HIDE 21, 26 OR 25 IN. ADE UK K 61.5 GM INC) SPACING AS DESCRIBED IN THE DESIGN. THE LENGTH OF THE WOE. SIDE JOINTS OF OIL, ga,121, W.K. TKK TKC, AND METRIC WITS GL--n-sOO, ASTENERS SHALL BE INCREASED BY A MINIMUM OF THE WALLBOARD �1,TKXX AND METRIMAY BE C UNITS T��o6 AID cGtICil" JOINTS KAAY BE FAs�TENED"D TO�I HICKNESS OF THE ADDITIONAL LAYER. THE JOINTS IN THE FINISH LAYER HITH MIN I IN LONG NO. 1244 SELF -DRILLING, SEF-TAPPING STEEL SGRE115 36 IN. iHALL BE FINISHED A5 DESCRIBED IN THE DESIGN. DO' HAMERO STRUC-URAL SYSTEMS, DIV OF CANAM STEEL CORP 56 IN. HIDE, 1-In IN. TYPE P56I5 IB THE MAX SUPERIMPOSED LOADINGS FOR TYPE P3645HB UNITS SHALL NOT EXGFM 250 PSF. FOR SINGLE SPANS, THE USE OF THE UNITS SHALL BE LIMITED TO 5 FT. 6 IN, n1 HR FLf jji/CEILING ASSEMBLY 6 RESPECTIVELY. AND6FibINNMAXSPANS ,10& HE SAUSEUNITS. REST 0 IN AND FOR 6 IN. MA SPANS, 16 GA.GE WITS MAY BE USED ON MAXI FT 6 IN SCALE: I -I 2 SPAN WITH A MAX TOTAL SUPERIMPOSED LOAOIN6 OF 240 FSF. KAM INDUSTRIES LTD, DBA CORDEGK 24 IN. WIDE TYPES 2 OR 3 IN. HIM MARLYN STEEL DECKS INC TYPE 1.5 CF, 2.0 GF OR 5.0 CF. NEW MILLENNIUM BUILDING SYSTEMS L L V TYPE 1560, SOD, BOOR 2.0m OR ROOD. UNITS MAY BE PHOS)PAINTED OR GALVANIZED. VALLEY JOIST 24 OR 36 IN. WIDE TYPES WC I-n OR WC 2. VERVO DECKING ING - A MOOR GO 24, 30 OR 36 IN. WIDE TYPES PLO, PLEGD, B, BED, ER, 24 OR 56 IN. WIDE TYPES PL AZ F1-4260, H2, H2CO, PLH3,-LAIGD, H3, WBGD, 24 14 WIDE TYPE5 PLµ PLNCD, N, NOD. [2 IN. WIDE PI W2, PLO OR AS UNITS MAY Be ]BLENDED WITH 24 OR 36 IN. WIDE PLAQ2, W2, PLW3 OR AS UNITS, RCSPGCTIVELY. FLUTED UNITS MAY BE PAOS/PTD. VULCRAFT, DIV OF NUCOR CORP 24,30 OR 36 IN. WIDE, TYPE 1.5 VL, 1.5 VLI, IS, VLP; 24 OR 36 IN. HIDE. TYPES 2VL.1, 2VL.P, 519 VLP. COMPONENTS FOR F1ELD455EMI CELLULAR META- RACEWAY WITS, RACEWAY BOTTOM 24 OR 36 IN WIDE TYPES 212 VS, 512 VS. RACBHA" COVER PLATE TYPES GP-12, CII Ib. RAG94AY D'V. DER TYPE 06-20, DC-25. RAGWAY 'SOLATION TROUGH TYPES T-20, T-25, T-30. mlih• • ' N c J W 0 J m 21 1n Q w V z M m X W J Q N T-1 W J_ FY— D 0 to 1303 SHEET NUMBER DATE: 5/8/2013 -------------I t 1 RAL l�lOTES: nm .� ' DOOR MA®WARE Inll.Ra a L70 j nt.l. NON IiMCL6, PJLL.f, uTGNu uuA AND onRR GAN12 N.IINNR orew_e rARm oN ACGGNN2 oCDRa A. IT IAI THE INTENT I THIS PROJECT h AT THE REAIRIREM B T5 a m FueN Roe NIAL NAVe A Ane Ar a ewx ro eRwr FOR DWELf.IN6 UNITS IDENTIFIED AS "ADAPTABLE" ARE �' $ WTN oxe w,rp wvo c'oU Nor RRNlllr! Iy WNGxNm KITHi I ea,�IneAi �naor�e�Amae011naua°rm OF: THERE D RAL AND MEET OR EXCEED THE RC-GIUIRLT'IE•IT5 AWIttN/ OF THE FEDERAL FAIR HOUSENG ACT, AS FOLLOWS: / / NlcN N xARpWARe NLV. M M IxGla nIN. nNRMOATA' 11 / / n®m aL O N®B DOgtl� NyY� Ymltb O[10R R'Y,CrfIGLef ADAPTABLE - A GOMBINAnON OF ACCESSI AND /l TTT---T---- 1 DI'd FDa-.oa or wAnnn HNmnNe ADAPTAB�F LE MENfS FOR MULTiAMILY JVELLIN6 UNITS j/ I Fa' nlal MrJ p A•o uvaenan INCLUDING:If / NOUN - OI]' M 001]t wNN� DOOR � IW NOM w Nor Q AT LEAST 04E BUILDING ENTRANCE ON AN AGGE551BLE ROUT=l41 I. lO FI�01'IT MI'ROAGC Mo uTGA DOOR GL091NB .'A'Cm y(. 1]' MN Ir NDM CIOJlI DGH9 Limb M� W i 'r A USABLE DOORS THAT ARE AT AREAS ARE READILY '� u' '� �"� n/At neonr AV Orel raaITIDN er 4a �, Noe RSKM nNt CIOMm p THE PI.EIL'C AND COMMON 115E N ACCESGIBL i0 AND ARE USEABLE BY PEOPLE WITH DISABILITIES. _-. ------I � Dealers,Ra9ARev ro More INe F Doa1 ro Ax aFen IrosmcN a I] DNJR® _ NIAU- S aeGONDa MNIMM. T 34"WIDE PROVIDINGA �______________" AFnLIAxeJA Noow wMlaMINm, TNJnpnN lYXA O CLEAR OPENNG OF AT LEAST 92". AND A TF!RESHOLD NOT i DOOR faRINN wxw flwl. M wD1JT[D P41-D': � �x+cws ANC rmlA� INe IwL amels. GREATER THAN IQ", i0 ALLOW PASSAGE INTO AND WITHIN`, ' w TNAT AaOn M OrQ. Poanal Q w ALL DWELLING U1'TS. Nwror, mess oN nu aloe r1Id Ix eau' loa MW. GL.FAR WIDTH OF DOORWAYS r/1NRffN w J iNN/NN�TIua urLunar DI�LLIN61MIT5, n "fQlrE INTO AND THROUGHLEVEL SINGLE MULTI— OR T, W HI 7NE PRIMARY LEVEL OF NR.LTI-STORY DWELLINN' INIT9, BS' HIDE, WITS 32• DOORWAYS AND LAGGING T RII°'T CHANGES IN HITH'LoopP SURFACE _ OR ELEVATION, USE THAT RESIDENTSI.n AND GUESTS W�IvT�H �DIS�AD'LIT tl CAN 9AFEILY 115E ALL ROOMS AND SPACES EXCEPT A BASEdE7T AND GA AND CTHLR A RAISED OR SUNKEN AREA. T}1E ROUiE SHALL BE GENTINWUS ro DWF111NB UNIT AND NOT S INTERRUPTED BY e y Ax ruae MwK NN NJre RYCINM nlA+t IaA NmeM wff• Mwnur Ir Y.fv Y{T MwMM Ir Y.M' Its! - T.b' Ir OQOR INN NOM w urcw Alp A N.MNa 7 1M, I I 7700R OP311Nb FORGE n4 Doom NMLL Mvt M MwMM araaNe noam'�t � M ArnroFRlAm AONawfTRAnvN Allnlalatt. nC NRGG Pots RM+INa N01'411Ne QGH DmRa onaa THAN nRe DIDnRe eWw. ee rouoNf. L __ +�-�-r4—`MN-� wLL MNe NI• ww - NAm Ll l i Duie v,WIMY � µlax 111 1111 1111 f la" r � �_�� I - NOIeAT � /�� N� ]+• Hoorn / I �,�� Lila f0 eC I R Nf ID' Ny a2!' IA+ W NI' I,If NY tl• I,D fP ns' IR fD' NJ• RI I4MEry W✓. MCRMARMIM NLR M1T RAMrf fNMl I.I] • '� """rt-r"w"'^''® ��II MCVaR w11aCD DTA'A4 f Iblllpf MAMMIM. 1NA BATHROOM MAY BE LOCATED IN A RAISED OR SUNKEN AREA MIwMM G1.eNa WAIN axALL N' nw oR roIDINs ouICR. s ro'lrpe UNLESS AN ACCESSIBLE ROUTE IS FRONDED FOR THAT AREA. M'"l'MM tRaff N� r'DR IAM'N NML M Ib ___ ______ THE! � PRIMARY EVOFMULnSTORYOWLLINOSUNITSSHALL _____________ RNIRMfWmAW�eamAORWWIING® �_� neieVwcMWNOATLYb NroRce �I� CONTAIN A USABLE BATHROOM OR POWDER ROOM. NULL'V"2 NW,ORua canr'�Yw W TM r'tie Z 161A1®ro ImrRAGT urGM g0.m oR ��.J/ MAN RIM rCR ,Vry RAM INA fILALL M fD• Y 1 wLL NON olr+ari raln�onnur Na.e ne 55 LIGHT SWrclt=s, ELECTRICAL OVfLET'S AND ENVIRON IENTAL i} °� CONDO.. INCLIDIN ENTL FIOSTATS FOR HEATING, AIR- ''M'w IRNN N06 I MNNat �} �Aceronyy� m r a CONDITIONING AND VENTILATION 5Y5TEN5 3HAL.L BE LOCATID Nr MN - WITHIN IS' TO 48" OFF THE FLOOR POR FRONT RFAf.H LIMITS AND DOOR NOTES J 9" TO 54' FOR SIDE REACH LIMITS. b• MIK N - - b MN M REINFLREMENT5 IN BATHROOM WALL$ TO ALLOW LATER NC16 Y.6V MWMM Ir TTTE '2' TYF! '9' ,Iy�-,�I� C0011NMAaLCMI NDIN-Y•b'MIWM.M TYPE '' Irv9TALLATION OP GRAB BgRj AROUND THE TO'LIC7, TUBS 9IIOV¢R F OON1 WV A $TALL AND SHOWER SEAT, Wl$RE a.AlCff FACILITIES ARE PROVIDED. aarHREE�M REcuReMINTS CLEAR I'LOOR SPACE AT TOILM CLEAR 1 IOOR SPACE AT LAVATON15 a&A FLOOR SPACE AT *OHM T.I USEABLE KITCHENS AND HAIR CAN S. DESIGNED SUCH THAT W LATCH SIDE APPROAC}p�'y Au MrIMw•nR MlarINDIVIdU,L IN A WHffLCHAIR CAN MANUEVER ABOUT THE CHM"A IN LNNL ALOHN AG4iNIY -_ I. S RI N AOGmNNIl RNRC N EPACE, INOUSING ANCE WITH THE MANDATORY PROM SION5 OF F VK�' DOOR APPROA HcLEARANGES NA..t •�o-lNu NDrINAL cLw woM THE PAIR HOUSING ACT DLNGN MANUAL OHAPTf32 1. ] oavRMwYa Z a. IIA�e aW m+ea ovT.em Np coxlwDla-� B. IT '�5 THE INTENT OF TH'5 PRO,PC7 THAT THE RI3911REM@ITS W MIa fo` N Ar �alN.e,yc,AnaM e FOR DWELLING UNITS IDENTFIED AS M5ITABLE" (ACT GG), THAT 4. xwve ReIMb!YAxN Awano �lJ1f. b' MN n ARE NOT COVERED BY THE FEDERAL FAIR HOUSING ACT, ARE nNs. Alp NIDYNIM V.S.A 2903 (C) AND 2907 AS FOLLOWS. ESTABLISHED UNDER �'R+o'^N +AMP RA uaxs y Y LON5�5TANT WITH THE REOUIREMENT5 A Y Y i t VISITABLE E EL ME - A OR ALL -ION OF UNTS STA AND q• MIN POWDER Roots R[WIpGMNNTs ADAPTABLE ELEMENTS FOR ALL DWELLING UNITS ESTABLISHED '��' IJ' A'i FOVpR 1eOMf tM1Nr� UNDER ACT O5, SIGNED IN TO LAW APRIL 2'T, 2000 INCLUDING. vexes nw•e g FIRSTRMT RN MN.I a} NDn! C1lM WpM ATKwT W+M Mr - m A Y -1'rr I. A TLC WIC FLOOR EXTERIOR DOOR THAT 15 AT m © FIRST FLOOR INTERIOR DOORS BETWffN ROOM THAT AR �N AGCCBIaLe -ATI f� mvlw�a AT LEAS, 94 INCHES WIPE OR OPEN DOORWAYS THAT ARE AT nR lNe wr •w• rn'e MR la AT •w' me LEAST 32 INCHES WIDE WITH THRE3/IOLD9 TNAT ARE LML, NAnalal0l� MTNNpIf RAMPED OR BEVELED. RAMr INM INTERIOR HALLW'AY5 n1hT ARE LEVEL AND AT LEAST 36 BENER:AL BATH NOTES (LEAK FLOOR SPACE AT BATHTUB& OLM WIM OF M A ZE%IELE ROUE WIDE. F X N 2 ELOCAT D TAL AND UTILITY CONTROLI AND o46"OUTLETS THAT r RAMP I LEVEL CHANIgE DETAILS z LOCATED AT HEIGHTS THAT ARE WITHIN 19" 70 40" OFF ii To 1 rNaiTlNa,� If.. *o r nx+irTm. (17 W T11E FLOOR FOR FRONT REACH LIMITS AND 4" AND S4° FOR SIDE INYA DRAIN naeaefl R6N oRA x rl@•flNp A./ _ REACH LIMITS. O Z > p �IIFORCE ENrS V BATRMM WALLS ro ALLOW LATER w ire - / msnmAwmss as -- - U' INSTALLAnON of GRAB BARS AROUND it! roLll=r, TUB, SHOWER TOP AND BOTTOM HANDRAIL EX7EN51ON5 AT 5TAIR5 b' aANSINa TUaaxa pRa2la STALL AND SHOWER SEAT, THERE SUCH FACILITIES ARE PROVIDED I y I e ' WTGIINI _ G. SEE ANNEX VI TABLE AS FOLLONS� I Ih -. t USE ADAPTABLE (ACTASLE ACCESSIBLE NOTES T lb) ENTRANCE I �I'{��/�I I _-:_rwoRi4 NwilwlsG wpRe'RIco o FGR OR ce MORE ANY ALTERED I MMi'I IpI �L l/i ~6 vISI SHELLING UNITS ELEMENTS. SPACES`n k a Mx AwWrnv uNlar k no.waam cAJlxer, SERVED BY AN ALL UNITS ALL LINTS OR FEATURES IN I I ✓%%//�/ NAM wlwem ro Iva rAreMwareD �( ELEVATOR BE ADRUCTIO.E.wxblWmroml ocs wr Mma�,u�auq,� iwr�w ~ r NW�4 Ave Zcvla LL W Q ZR '� MN MALIrw� :.L. CONSn]LCTON MUST/ Nia r,W Ar Mwc wTN 66 Lu x WM� W c Flow OR Mom ANY ALTERED IY M AO M_ M• nx Its' MN Jd DMSLLINe UNITS ALLGREENS ALL OTHER ALL GRaNS OR FEATURES EPACES RiegJlR® CLEAR FLOgt SPACE AT LN'JI'IAP® KITCFIB'B USAa.E KITCF®'l SINK DETAILS W N NOT SERVED FLOOR UNITS UtlITS FLOOR UNITS OR FEATURES IN BY AN EXISTING ELEVATOR CONSTRUCTION MUST _.. MAN M.axs rJR RAMr I.I] e � � BE ADAPTABLE. PARKIN& 5PAI size �-.11 4!w � SpFOUR OR ° UNITS AND AGGE AISLE TOP AND BOTTOM HANDRAIL EXTEN51ON5 AT RAMPS curve RaoR N+w roR A acts r ooR r u w. A * + MN. Q" 9% OR AT BY AN LEAST ALL UNITS 04E IT +j y�� y Nx IC�T A^^ N Mrs- 7 nwua /rnmACN LNIT�S h1A�TWTM r J CONTAIN MORE OrnNLe f, «� --IL UJITHAN ONE >? rARra A icalole --, -._--- -- -- .--- - -- >! Ga,wanaRfrAu rol. wruNr N L, 1�7'I 'N.erlore ® .... / m�olarrwD'aar' Mrs: x = TARS OR LE55 NOT 1 F 1 Tw n m slx Isr�Ive Ae vYF1LINB UNITS ALL UNITS REWIRED � o rLw'MR i I 1 q ® m I ♦, MNf ANY AMOMI CRiWAt RANGE AND GOOICTOP GIWGS RQRIEtATDRS LL J� I=- -- Vim: wpl L NVe ..__._ MWMaf4iVUNq NIM1•�111I1M MWMM NIMUNce N^eta �eRaewA-w CS 1""�Y ...... /fO QRNw MNN OMIINT Np OTOa.M Y.Y G.bINT v1 i 11 SHOE REACH FRONT REAGAI Q� ARaA R } t T'EL.EPHOW REACH DETAILS IiCf� MV OXAR FLOOR SPADE AT APPLUNCIES CLEARANCE BEIYffiI COUNTBlS AND OPPOroINS ELEieM� - H" MAN IAV MAN �] I/+" MAN ] Ip" MN gNypp ,pa�� A I yl ryp �y�y - AlnmAddW 1110M YTj -'� I V]' IA' y 1 Na HAG n1AV]� •HIT ND ttOlmlHNt I I(4" ] IN' MAIf I1lY _ A S CJI]IDe I" M/mLe eN' I riry I M n1AN ] HIV. 4" . a V] I- FNRIMe1R SEC "ON VI6N TIII D yy. /4, --- f/+"MAN. s• �IMnRcm �Rvvwm M IMroRrm Y2', c�vT SIDE REACH OlvrR AN OBSTRIX TI nwee as T e. - G� ro e naN as Tns a - Accrnae cw D YFe was Oow wpRAN w peAN r eRAN Nw. fe A�w m w.� y f ro . PROTRIAM9 OB EGTS PRIMARY ENTRY THRESHOLD DETAILS AT EXTERIOR DOORS HANDRAIL t GRAB BAR DETAILS «o,e. anAR—x..�i NY+CN+�i ]o^ ruaAR r�aaa rAce Blow III SIDE Vim" roIR WIMLGNAR r+en SC'a JD'.D" ROR MxN{AWR RKQID'd ADDITIONK __ GP.S - J,• N 4R" MAN L "R`A'°" MINIMUM REINFORfINB POR TOILm ° alM+ae® rwMraa .a+x - ' m R - _ J •,IK RIMbRGO �I I c� Q Iwaco HN RNWORCO ARa ' iK.: I IN a M y b N.MIQA — — € A- ' PROJECT s 130 Rrx r AJeA Rewr �� AwIneRAL T rRCM W®.aWR - - R[.IP'a.[ni ARA RA•LlNI® Y I{LIOR 0 3 i SHEET NUMBER PLAN VIE9wISLCNnI¢ k k f IFtlg— lkid. 8 $8 R SECTION VI64 FDbT (Cq'i7p0L INALU PLAN VI6N NERD SACK y4AI,L s• MI Tve M .acrloN VICW MI 810E WALL 510E HALL BACK WAL 1 FORY�R ' REACH WITH NO OE TRLr DN REACH OVER AN OWTRUCTION MINIMUM REINFORCING FOR BAT+TUB5 LAVATORY DETAILS MINIMUM REINFORGIN6 FOR SHOPIERS DATE: 5/8/2013 } south 5 PLANNING & ZONING June 12, 2017 Re: #SP-17-32 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sincerely, Raymond J. B a r Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com �V southburlineton PLANNING & ZONING Permit Number SP- -� (office use only) APPLICATION FOR SITE PLAN REVIEW ED Administrative ❑Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1.OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): South Village Communities, LLC, P.O. Box 2286, South Burlington, VT 05407 Phone: 802-658-0101; Fax: 802-860-1528 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Vol: 801, Page: 465 3. APPLICANT (Name, mailing address, phone and fax #): Same as owner 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax ft Robin Jeffers (802-316-6004), P.O. Box 2286, South Burlington, VT 05407 4a. CONTACT EMAIL ADDRESS:: robin@sdireland.com 5. PROJECT STREET ADDRESS: 1 tartingtan- q? f C/#q, I '" 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1640-01840 ir 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 (explain what you want approval for): (2) 12-unit Multi Family Buildings b. Existing Uses on Property (including description and size of each separate use): Phase Two of South Village Master Plan Development c. Proposed Uses on property (include description and size of each new use and existing uses to remain): (2) 12-unit Multi Family Buildings d. Total building square footage on property (proposed buildings and existing buildings to remain): e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 40 Feet maximum (pitched roof) f. Number of residential units (if applicable, new units and existing units to remain): 24 units total - (2) 12-unit multi -family buildings 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): N/A Site Plan Application Form. Rev. 12-2011 11 8. LOT COVERAGE a. Building: C Total Parcel Size: 43,966 Existing 0 % / Proposed 37.3 % / Sq. Ft. 0 sq. ft. 16,412 sq. ft. Overall impervious coverage (building, parking, outside storage, etc) Existing 0 % / 0 Proposed 64.8 % / 28,521 sq. ft. sq. ft. c. Front yard (along each street) Existing 0 % / 0 sq. ft. Proposed 2.2 % / 980 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 43,966 * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: c. Other site improvements (please list with cost): Access drives / parking lot 10. ESTIMATED TRAFFIC $ See attached Plans a. P.M. Peak hour for entire property (In and out): PM: 15 Trips (10 in; 5 out) AM: 12 Trips (2 in; 10 out) 11. PEAK HOURS OF OPERATION: 7AM-9Am / 4PM - 6PM 12. PEAK DAYS OF OPERATION: Monday - Friday 13. ESTIMATED PROJECT COMPLETION DATE: 2017 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)' regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. /W m Administrative site plan applications require th ee (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 11 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF SIGNATURE PPLICA T Do not write below this line PRINT NAME DATE OF SUBMISSION: 1 REVIEW AUTHORITY: FIDevelopment Review Board Administrative Officer I have reviewed this site plan application and find it to be: Complete inistrative Incomplete 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. Site Plan Application Form. Rev. 12-2011 ----- ----------- 3Rhp1 I tx�N°ulN, wtw.w,uxh / Z PINI 3PRO piol z Yoe . i1°OO RhN ":LE t 1, i I I I I I 11'� 5voe 4Yi11 .roll .Yvn .Tull .roll •� r �. T1 .Tull ♦rM .M .rM / )Tun e - mi.ea vnrcnnleN - Mft. mi.ea perennwl, - J NNN ' ee... e.w. wrr nNlen,n«w.oua.. cw«e.a. wrr mwcn.n.r suWwp. / I New 12-Plex Building New 12-Plex Building m..a ft.r.nw.N -- NreP m�.ee w.�.em,l. NnIP ren Yin Y. .r ,m--...-_ sr,m I m N,m mw Nw a,mcN Nn.A "r ae.mwc, aov^wa ems","+;" Rn.A ` cN e„mcx f} rr.e caw Nrrc r°s 1 Iq�oi a CH ceyc s s. c.w Nra 'su ' ._ z _ �, �N 2Mrl HY - I �i ew. •� .x. Y. � .NrS` ,epxa. Ne �,A ., - '] IMNy n Ny asY . nn,u Ilele W�l nearlNU . --- — LANDSCAPE PLAN - AS BUILT 12 PLEX BUILDINGS AT NORTH END OF SITE Scale 1"=16' MM. wr .e.w ti �s eNn. so«r e.... °++,« e.ln�. r w.� • .r ole.rN +w nFr x -sane °lea r 7HE cw,RAC,OR SNALL NOTIFY 'BIcsAFE- A7 Owner &Applicant 1-BBB-qO-SAFE PRIOR TO ANY E%CAVATON. 0 16, 32' 48' SCV. WlMiE cO I-WES. uC (C/OBROBIN OX ,EfFERS) - GRAPHIC SCALE Sou H BU l NGTON, V OS.0) e wMa w ",anan: ' la•NUN aannn enN. ... twe, awN. Fr sa SOUTH VILLAGE COMMUNITIES, C3 s...* ra) LLC *T• r t �`''M OFLEARY-BURKE ' J'•'t= SPEAR STREET SOUTH BURLINGTON• VT 2cp tu) s CIVIL ASSOCIATES, PLC AS —BUILT LANDSCAPE PLAN 12—PLEX BUILDINGS L S 6 Fua.muWrpuwoan E ray From: Robin Jeffers <robin@SDIRELAND.COM> Sent: Tuesday, June 06, 2017 3:44 PM To: ray Subject: common land behind 127 churchill Ray, the added bushes are on the common land. Sorry to be confusing! ! Robin II II II II II II E F II f- Jr i 1 ray From: Robin Jeffers <robin@SDIRELAND.COM> Sent: Thursday, June 01, 2017 1:42 PM To: ray Subject: SV Churchill Street changes Hi Ray, Thank you for the help with language yesterday. The changes to the site for the multifamily buildings on Churchill Street at South Village are as follows; North boundary retaining wall was eliminated as slopes were able to be maintained with grass and did not require the planned retaining wall. Retaining walls on the south side of the property were each extended 3' +/- to the sidewalk and front steps of both buildings for continuity. The front (south) sidewalk at 127 Churchill Street was expanded with paver stones to the curb to better accommodate the ADA parking spot for ADA access to the sidewalk, as the initial plan did not have the sidewalk meeting the curb in that location. The retaining walls curvature on the NW corner of each building's alignment were changed slightly to follow a single arc line. On the landscape plan, seven evergreens were added at the NE corner to visually shield utility boxes that were not on the original plans. Robin Robin Jeffers S I) [rcland PO Box 2286 S. Burlington, VT 05407 802-863-6222 Cell: 802-316-6004 robin@sdireland.com No Text I - PLANTING SPECIFICATIONS X 03 I . Plant names indicated shall comply with "Standardized Plant Names" as adopted by the latest edition of the latest edition of cys < ,a z / the American Joint Commission of Horticulture Nomenclature. Attach legible tag with botanical name to each or representative ^= plant. Abco 3 Rhpj 2. Comply with sizinq and gndmq standards of the latest edition of "American Standards for Nursery 5tock'. RhCA 2 Rhpj 3 COSB •. _ ,. 3. All plants shall be nursery grown. 3 Pigf / + 2 Pigl . + �o 4. Provide plants typcal of their species and variety with normal, densely developed branches and vigorous, fibrous root syste ms. T MaDW / + IIvJ 5. Provide sound, healthy. vigorous plants free from defects, disfiguring knots, sunscald injuries. cracks, [o uries. frost ccks, abrasions the 4 CosB ! + LAWN / bark, crooked leaders, pruning wounds greater than one inch in diameter, msect5 and eggs. MaIL LMi,I 23 Eufc + } ' IIvBN } NOTF; FSTAO 111I.TWN OVF All. � ULITLIRIIEU AREASA uE1Jt:E / G. Evergreen trees shall be branched to the ground. 55 Gaod Mato 7. Provide freshly -dug plants. + 2 MasR MaaR 145 Vimi MOLO 3llvBN + 211vBH / 8. Do not prune plants before delivery. / - IAMN LAw1 9. All plants shall be larger, than the minimum size specified. Fifty percent of the plants shall be in the upper half of the range ,... ,u .,.. , -. - ;:., specs and 10. Pl- protective covering Over plants transported in open vehicles to protect from windburn. Hyap _. 1 1. Balled and lx,62pped plants - provide firm, natural balls of earth. Cracked Or mushroomed rootballs arc unacceptable. __ 4 Yufi 4 Yufi 12. Container -grown plants - shall have been grown in container for a wffiaent length of time for the root system to have . 1 4 Yufi 4 Eufc 4 Yufi 4 Yufi 4 Eufc + Me.R developed to hold its soil together. Firm and whole plants shall neither be loose in them container nor pot-bound. 7 Good 5 Eufc 7 Gaod 5 Eufc 4 Eufc • - 21 Pate 14 Gaod 21 Pate 14 Gaod 7 Gaod 4 Yufi 3. Shrubs and small plants shall meet the requirements for spread and height indicated In the plant list. Single stemmed or thin 40 Pate 40 Pate 21 Pate _ 21 Vimi 21 Vimi 2 H / plans are unacceptable. Hyap .. ,,, 23 Eufc 40 Vimi 40 Vimi 21 Vimi 19 Eufc ? / 2 Rh -7.'Y 68 Gaod 51 Gaod � / 2RhpJ LAWN A 14. Time of tin April to 5e tier 15th. planting can ptem tJ:.Y 182 Pate 138 Pate / 182 Vimi 138 Vimi ... / 15. Before starting work, report any defects on the site, such as incorrect grading, to the Landscape Architect. - UWV / Commencement of work by the Landscape Contractor shall indicate his/her acceptance of the areas to be planted and heJshe shall / assume full responsibility for the work of planting. / \% Note; Mix Groundcover species at random 9 in. on center. I G. locate plants mdicated on the plan m the field. If obstrvct,ons are encountered that are not shown on the drawings, do not proceed with planting operations until the Landscape Architect has selected alternate plant locations. _ Cover beds w12" mulch after planting. i.-_ 17. Contractor shall contact Landscape Architect to inspect all Plant material on site to review quality, size, species and variety / before planting operations commence. Abco 18. Plant Substitutions wi11 be permitted if authorized by Landscape Architect and City of South Burlington Arbonst. New 12-Plex Building 19. If plants cannot be planted immediately upon delivery to the site, protect with soil wet peat moss, bark mulch or in a manner acceptable to the Landscape Architect. . HYPP 16 Eufc / 20. Stake plant locations as shown on drawings before planting. 5takmg locations are subject to approval of Landscape " Hyap 44 Gaod 2 Eufc 10 Eufc 3 Eufc Architect. -- 149 Pate 4 Gaod 20 Gaod 8 Gaod 149 Vimi 8 Pate 55 Pate 21 Pate g Eufc / 21 . The Contractor shall perform all work in accordance with'Amencan Association of Nurserymen Standards for Materials. 2 Eufc 8 Vimi 55 Vimi 21 Vimi 19 Good 5 Gaod / / Installation and Maintenance. 4 Yufi 4 Eufc 14 Pate 51 Pate 7 Gaod 7 Yufi 14 Vimi 4 Yuf1 51 Vimi - K / 22. Dig planting pits at a depth to set top of root flare slightly above finish grade and a width twice the dumeter of the planfz 4 Yufi Yufi 21 Pate Hyap root ball. • �. 21 Vimi C 7 23. 5et plants in planting cat so trunks are straight. Rh ., ., .�.. BumCM •/ L:�w� 24. Place topsoil min n planting p is and compact. When cat is nearly filled, water thoroughly. fill remainder of hole with tops it LR�Hyap '2 R j 2 CosA 3 BumCH 4' Ilv 2 PJ BUMCH DsK .3 BumWGr 2 CooA, H L I H 3 Bu W A 1 -'- MaLo mix, build four inch height saucer at top edge of cart. Flood saucer with water. Hyap 3 Hyab • L,AwN • • s ?L^� 2 R, CA 2 RheA 25. Drive four, two foot long, 2mch by 2 Inch hardwood stakes nto undisturbed Soh one foot beyond edge of plant pit. TIC arbortie material to Opposite stakes Over root ball with one twist around tree trunk. 26. Mulch trees and plantmg beds within 48 hours of planting. I5,Copu ,c •• 27. saturate installed plants with water during maintenance period as often as necessary to insure proper plant moisture. HyPL Mai :Mall L1�r� ' • 4 MaDW RhcA 7 Acpa • 3'Hyeb' •' 2Rhpj .. .., : IIVJ Mato ' 28. Prune trees as necessary to remove dead or inured twigs and branches. Make cuts just outside of branch collar. rY J 9 pg Acps • , LAWN ,1" IA UwLVLJ BARK Hyap 3 B • • I, RhpJ I" 29. Maintain new t d continue until acceptance. Maintenance includes; prunin t q g, resetunq planting an ptanc q, wa enng, weeding, mulching, plants to finish grade and vertical position, restoring plant saucers. 2' H RD11L BAII, n.M M LIH HE TY 30. Correct defective work as soon as possible as deficiencies become apparent and weather and season permit. W 31 . Remove and immediately replace all plants determined by the Landscape Architect to be unsatisfactory during the initial \ planting installation. ` 32. Notify the Landscape Architect to mspect the work for substanbal complebon. This will include ensuring that plants are correct, healthy, suitable size and well planted. When inspection is approved the owners representative will confirm with written r. acceptance. 33. The Contractor is responsible to guarantee all plant material to be healthy and flourishing for a period of two years from date s i / of planting or written acceptance. LANDSCAPE PLAN 3 x EAST BUILDING 34. Plant replacements shall closely match adjacent plants of the same species. SS3 Y Scale 1 "=10' 35. Contractor shall replace failed or unsatisfactory plants at no cost to the owner. I w eM/M u.. q.or eNM AMs w rrwi> i'.vw.+ om rw • .ad. amiM aae vw n - weuw qmi e.i aMA. raw Wm rmt .i.iii..r,w me .<vlir r.e..ia I.,a-w. w-. iMM Aae rirr Mee ri.rus, N.nFe ri.i a wi aM/ia .r. N.'iM a.ie ii.0 .ems m.. - .W.i. nwi m. Owner & Applicant THE CONTRACTOR SHALL NOaFY'DIGSAFE' AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. 0 10' 20' 60' SXJTN -W COMMUNIMES. LLC c/o RFFERs) B. zN .EX O _ GRAPHIC SCALE SWTH BURUNGTM. VT 05107 u.. sa+N -a ywntr �rT/H/Ia ieyn, R••i- i3-caw. pi., .,e piwxq 01 o " °"°'" 01 ""a"" SOUTH VILLAGE COMMUNITIES, °"aznanz �e err., ��'' C3 .M o a LLC aw ODCA �s •�"a`�4• MieM fu ,• �'MCL OTEARY-BURKE SPEAR STREET SOUTH BURLINGTON, VT 2013 <8 53 2Tt: *t -.. MMCL CIVIL ASSOCIATES, PLC , cowoRnreuRrvr. eu'r, RM uvosc?E,„1° LANDSCAPE PLAN EAST 12-PLEX BUILDING L-5 _,D PLANT LIST Pigi NWN NOTL f5TA11LLW LAWN OVLR ALL DISTURBED AREAS AND ED(;E5 I , I . I I I I Qub I KEY QU SCIENTIFIC NAME COMMON NAME SPEC Plgl 3 RhcA 2 Rhp" BumWGr 13 Buxua microphylla'Wintergreen' Wintergreen Boxwood 3 gal. Abco 2 Pigl BunnCH 13 Buxua microphvlla'Chicagoland' Chicagoland Boxwood 3 gal. ' . 2 Abco L.{\Vti MaRR Copu 6 Cornus Pumile Dwarf Red -Tipped Dogwood 3 gal L{\V� COaB 7 Cornus sericea'Saileyi' Red Twig Dogwood 3 gal 13 Eufc CosK 9 Comus sericea'Kelsey's Dwarf Kelsey's Dwarf Dogwood 3 gal. 71 rear _ 92 Pate -7 SC CosA 6 Cornus stolonifera'Arctic Fire' Arctic Fire Red Twia Dogwood 3 gal. 3 Rhpj + 92 Vimi + MasR HVRp 14 Hydrangea anomala petiolaris Climbing Hydrangea 3 gal. .. ... Or,, Hvab 13 Hydrangea arborescens'Blue Billows' Blue Billows Hydrangea 3 gal. • . - -- ----- _--- F `�k th) :.= .--.-1 �p-.— _ - •- HvpL 4 Hydrangea paniculata'LitUe Lime' Little Lime Hydrangea 3 gal. 10 us c Hyap HyDS 5 Hydrangea paniculata'Silver Dollar' Silver Dollar Hvdranaen 3 not. 4 Yufl 4 Yu" 21 Gaod 4 Y.4 Yufi 4 Yufl 58 Pate INEIH 2 Ilex verticillata'BeM Heavy' Berry Heaw Winterberry 3 gal. 4 Eufc 7 Gaod 21 Pate 21 Vimi -23 Eufc 68 Gaod 182 Pate 182 Vital 5 Eufc 4 Gaod 5 Eufc 4 Eufc 58 Vimi III 14 Gaod 14 Gaod 7 Gaod 4 Yuf, IWEIN 4 Ilex verticillata'Bemr Nice' Berry Nice Winterberry 3 gal. 21 Pete 40 Pate 21 Vimi 40 Pate 21 Pate . 40 Vimi 40 Vimi 21 Vimi IIvJ 2 Ilex verticillata'Jim Dandy' Jim Dandy Winterberry 3 gal. 16 Eufc 44 Gaod 2 Eufc lao-- - 149 Pate 4 Gaod 149 Vimi 8 Pate 2 Eufc- 8 Vimi 5 Gaod 4 Yufl 4 Eufc 14 Pate 7 Gaod 7 Yufi 14 Vimi 4 McDW •-� 21 Pate 21 Vimi '4 r .,.. ?. - 3Copu HYpS HypS C 3CdsK 3 BunICH RhcA BumCH _ 31 • •2Rlipj.'..3.H�ab 1.{ LAwN 2• HAKD'A NM (%ARK • WILCH BED LAw� • TMCAI M.L. McLo; •HYPL Agps Conbinenme shrub 3' nard.-d nark m kh Do not. mound around 1—k 4" eat >aucer 9. r�ngh grade I I I- =1 I- Sal m, Twn part> CI I= II I I=_ c,.aree >oI am oM wn I I I� J� III— •wro,•=e �enpox III = Tamp and wrtcr txoroughly WI I III III L I 11 I 5ECTION Ball dam. + I & NOTES: 1 . Plant shrub so that top of root flare Is slightly above finish grade. 2. Remove all nursery tags• rope, stnnq and surveyor tape pnor to Plarx,ng. 3. 5hrubs Shall be guaranteed for a period of two yeah after planting. SHRUB PLANTING DETAIL no scale Hy I IIvR 4 Ilex verticillata'Red Sprite' Red Sprite Winterberry 3 gal. • LAWN RhcA 16 Rhododendron catawbiense'Album' White Flwrng Catawba Rhododendron 5 gal. Rhpi 23 Rhododendran'PJM' PJM Rhododendron 5 gal Note; Mix Groundcover species at random 9 in. on center. Yufi 94 Yucca filamentosa Adams Needle 3 gal Cover beds wl2" mulch after planting. New 12-Plex Building I Shade$ Flowering Trees KEY QU SCIENTIFIC NAME COMMON NAME SPEC 11 Eufc 10 3 Eufc 2 Eufc Acps 4 Acer pseudosieboldianum Korean Maple 6-7 ft. 23 Gaod 20 8 Gaod 8 Gaod Hyap 63 Pate 55 21 Pate 13 Pate Mall. 3 Magnolia x loebneri'Leonerd Messel' Leonard Messel Magnolia 5-6 ft. 63 Vimi 55 21 Vimi 13 Vimi MasR 3 Magnolia stellate'Rwal Star' Ravel Star Magnolia 5-6 ft. 4 Yufi 4 Yufi 4 Eufc 10 Gaod 4 YufI 24 Pate zz MaDW 12 Malus'Donald Wyman' Donald Wyman Crabapple 2-2.5 in 24 Vimi 3 ' S • - ,\l,� �y MaLo 6 Malus' Louisa' Louise Crabapple 2-2.5 in 8umCH 3 RhcA 3 BumCH •' MaRR 1 Malus'Royal Raindrops' Royal Raindrops Crabapple 2-2.5 in LmWGr 3 BumWGr CosA HYPL ' • LAW1 2 R 1 iv �HYRS Hyap Qub 1 Quercus bicolor Swamp White Oak 2-2.5 in 2 Rl cA • Evergreen Trees • I • �: KEY QU SCIENTIFIC NAME COMMON NAME SPEC sK . .. • 1.�{yN •z•n`{RLiweaianlii..• 4 ' Acps 4 Hyab MULCH 8111 Abco 7 Abies concolor Concolor Fir 8-7 ft. • • • • TYPICN . WOW •• Hyap .I Pial 9 Picea glauca White Spruce 5-6 ft. 2 Rhpj WOW Groundcover KEY QU SCIENTIFIC NAME COMMON NAME SPEC Eufc 243 Euonvmus fortunei'Coloretus' Purple Wintercreeper 4" pots Gaod 608 Gallium odoratum Sweat Woodruff 4" pots a LANDSCAPE PLAN = = Pate 1,675 Pachysandra lerminalis Japanese Spurge 4" pots WEST BUILDING - e Scale I"=10' z"j Vimi 1.675 Vince minor Periwinkle 4" pots Z. yta rw. o+..ts h.Y�. w a.r • r. amrwr a -a >ti x - yr. rlan r 4aM aeo bN.a ewas,n.r artMl ma .alb wa.,+ Nnbey. rluw tMMI a t Np Nunes,Im dwnM IMM • r I.A. Aw. q.mw dwa nwu av srw - w. rlad A.k THE CONTRACTOR SMALL NOTIFY 'DIGSAFE' AT Owner & Applicant 1-888-DIG-SAFE PRIOR TO ANY EXCAVATI,N. 0 10, 20' 30' SOUTH Nl1ACE OOaM NITlES, LLC C/0 ROBRI •EFFERS) v.a GRAPHIC SCALE aox 2288 swD1 BURUNGTON, yr 05407 taNN � wM w gmaaa nrz,aMA: 1aAaAr ta-rI. r r rd.xro RMo'rr �� Oa �"axA c3 ^� SOUTH VILLAGE COMMUNITIES, oA r 12n4n2 �' O as,witaxxer LLC ,ay �' •.U,NRLEs4.,• a�aN 4"*2 oucA m,z-ae _e*;" 8'6_ a _•• °'"M� O'LEARY-BLJR CE CIVIL ASSOCIATES, PLC SPEAR STREET SOUTH BURLINGTON, VT "r _ '•:,�w 8,. gxaan x ��a �. LANDSCAPE PLAN BAN .-,a WEST 12—PLEX BUILDING L-4 January 19, 2017 Bart Frisbie Sterling Construction, Inc. 1037 Hinesburg Road, Ste. A So. Burlington, VT 05403 Re: Final Plat Approval #SD-16-35 — 69, 73, & 83 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 January 17, 2017 (effective date 01/18/2017). Please note the conditions of approval, including that the preliminary, and 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 July 17, 2017) or this approval is null and void. If you have any questions, please contact me. Sincere[ , Raymond J. Be air Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7015 0640 0007 8199 4096 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com WEDNESDAY, DECEMBER 28, 2016 13A 1 .ader named to Human Services position been named commissioner of the Depart- "1 feel like it's been the ment of Buildings and General Services. Ken Schatz, commissioner of the Depart- ment for Children and Families, and Mon- ica Caserta Hutt, commissioner of the De- partment of Aging and Independent Liv- ing, will continue in their positions. Scott hired Peter Walke as deputy sec- retary of natural resources. Walke, a Montpelier native, has been chief of staff at the New York State Department of En- vironmental Conservation, according to the governor -elect's transition office. Assistant Attorney General Jaye Pershing Johnson has been hired as the governor's legal counsel. Scott campaign scheduler Tracy Delude has taken a posi- tion as director of scheduling in the Gov- ernor's Office, and campaign spokesman Ethan Latour has been hired as assistant director of policy and communications. Scott takes office Jan. S. Contact April McCullum at 802-660- 1863 or amccullum@freepressmedia.com. Follow her on Twitter at @April_McCul- lum. Do you have a breaking news tip? Callus at 802-660-6500 or send us a post on Facebook or Twitter using #BFPTips. WILLETTE RICHO iki School Dis- Le of her most work experi- the years she school at the perative, Sax- ool in Jericho, joyed partner- h1ding strong ps with par- ,vorked along - help create a A stimulating xperience for dren. Denise ardening and it flowers into and homes of ;he also took aking cookies as for friends be greatly her husband, Bette of Jeri - laughter Amy i and son -in of Weisen- granddaugh- `herine Mae nd Elizabeth and Lucien Lapierre of Jericho and their chil- dren Danielle Goodrich and her husband John, Shawna Lapierre and her husband Matt. She was predeceased by her father Everett Gould and father-in-law Lester Wil- lette. The family would like to extend our sincer- est thanks to the many friends and neighbors who prayed and sup- ported Denise and family during the many medical battles. A special thanks to Doctor Joseph Had- dock of Thomas Chit- tenden Health Center and Doctor Deborah Ru- bin of The University of Vermont Medical Center and radiation oncology department for their ex- cellent, compassionate medical care. In lieu of flowers dona- tions can be made in her culmination of 23 years of y . work." MARTHA MAKSYM vi ', ON HER APPOINTMENT TO SERVE AS DEPUTY SECRETARY OF THE AGENCY OF HUMAN SERVICES legainotices 802-863-3441 1 802-862-5622/fa DEADLINE ITwo business days prior topublication . legals@bfp.burlingtonfreepress.cor STATE OF VERMONT VERMONT SUPERIOR COURT CHITTENDEN UNIT, CIVIL DIVISION DOCKET NO: 1134-12-1S CNCV HOMEBRIDGE FINANCIAL SERVICES, INC. SHAWN M. JACOBS A/K/A SHAWN JACOBS AND KATIE L. JACOBS A/K/A KATIE JACOBS OCCUPANTS OF 13 RUSSELL CIRCLE, MILTON, VT MORTGAGEE'S NOTICE OF FORECLOSURE SALE OF REAL PROPERTY UNDER 12 V.S.A. sec 4952 et seq. In accordance with the Judgment Or- der and Decree of Foreclosure entered April 12, 2016 in the above captioned action brought to foreclose that certain mortgage given by Shawn M. Jacobs and Katie L. Jacobs to Mortgage Elec- tronic Registration Systems, Inc. as nominee for Real Estate Mortgage Net- work, Inc., dated January 30, 2014 and recorded in Book 443 Page 723 of the land records of the Town of Milton, of which mortgage the Plaintiff is the present holder, by virtue of an Assign- ment of Mortgage from Mortgage Electronic Registration Systems, Inc. as nominee for Real Estate Mortgage Net- work, Inc. to Homebridge Financial Services, Inc. dated August 4, 2015 and recorded in Book 458 Page 273 of the land records of the Town of Milton for breach of the conditions of said mort- gage and for the purpose of foreclos- ing the same will be sold at Public Auc- tion at 13 Russell Circle, Milton, Ver- mont on January 12, 2017 at 11:00 AM all and singular the premises described in said mortgage, To wit PROPERTY ADDRESS: 13 Russell Circle, Milton, Vermont PROPERTY DESCRIPTION: Being all and the same land and prem- ises conveyed to Katie Jacobs and Shawn Jacobs by Warranty Deed of David Merkx and Christina Anderson- Merkx dated 1/30/14, of record in Volume at Page —of the Town of Milton Land Records. Being all and the same lands and premises conveyed, to David Merkx and Christina Anderson- Merkx by Warranty Deed of Joan A. Jones dated Annuct 1a 7nno --rdpd in Vnlump distance of 213.75 feet, more or less, to a point marked by an iron pin; thence proceeding in a generally south and westerly direction In the curve of Russell Circle, so-called, a distance of 139.98 feet, to an iron pin; thence turning to the right and proceeding N 66"59'00" W for a distance of 178.70 feet, more or less; thence turning to the right and proceeding N 30oO6'00" E for a distance of 100.00 feet, more or less, to an iron pin; thence turning to the left and proceeding N 59"57'22" W a distance of 200.15 feet, more or less, to the point or place of beginning. This conveyance is subject to, and has the benefit of, all rights of way, ease- ments, covenants and water rights as more particularly set forth in a warran- ty deed from Sunny Acres, Inc. to Don- ald J. Wortheim dated September 17, 1980, recorded in Volume 71 at Pages 565.567 of the Town of Milton Land Records. Reference is hereby made to the above -referenced deeds and plans and the references contained therein, in further aid of the description. Terms of sale: Said premises will be sold and conveyed subject to all liens, en- cumbrances, unpaid taxes, tax titles, municipal liens and assessments, if any, which take precedence over the said mortgage above described. TEN THOUSAND ($10,000.00) Dollars of the purchase price must be paid in cash, certified check, bank treasurer's or cashier's check at the time and place of the sale by the purchaser. The bal- ance of the purchase price shall be paid in cash, certified check, bank treasur- er's or cashier's check within thirty (30) days after the date of sale. The mortgagor is entitled to redeem the ppremises at any time prior to the sale by paying the full amount due un- der the mortgage, including the costs and expenses of the sale. Other terms to be announced at the sale. DATED: December 6, 2016 By:/S/Rachel K.Jones, Esq. Rachel K. Jones, Esq. Bendett and McHugh, PC 270 Farmington Ave., Ste. 151 Farmington, CT 06032 NOTICE: THE LAW FIRM OF BENDETT & MCHUGH, PC IS A DEBT COLLECTOR AND IS ATTEMPTING TO COLLECT A DEBT. ANY INFORMATION WE OBTAIN WILL BE USED FOR THAT PURPOSE. IF YOU HAVE PREVIOUSLY RECEIVED A DISCHARGE IN BANKRUPTCY WHICH nlcru ADr.rin TUIC nrRT TuIC rr1RRF- spaces and 1093 parking spaces. (Project Managers, Scott Gustin and Mary O'Neil) Plans may be viewed in the Plannii and Zoning Office, (City Hall, 1 Church Street, Burlington), betwe, the hours of 8:00 a.m. and 4:30 p.m. Participation in the DRB proceeding a prerequisite to the right to take a subsequent appeal. Please note that ANYTHING submitted to the Plannii and Zoning office is considered pub and cannot be kept confidential. This may not be the final order which items will be heard. Please viE final Agenda, at vwvw.burlingtonvt.gov/pz/drb/agend or the office notice board, one we before the hearing for the order which items will be heard. December 28, 2016 PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Re view Board will hold a public hearini in the South Burlington Police Statioi Community Room, 19 Gregory Drivf South Burlington, Vermont on Tuesda, January 17, 2017 at 7:00 P.M. to consid er the following: Final plat application #SD-16-35 o Sterling Construction, Inc. to create three (3) footprints lots, 69, 73 & & South Jefferson Road. Bill Miller, Chair South Burlington Development Review Board Copies of the applications are availa for public inspection at the So Burlington City Hall. Participation the local proceeding is a prerequi to the right to take any subsequent peal. December 28, 2016 STATE OF VERMONT SUPERIOR COURT PROBATE DIVISION Chittenden Unit Docket No.: 1739-12-16 Cnpr In re ESTATE of: Richard L. Kieslich NOTICE TO CREDITORS To the Creditors of : Richard L. Kieslich late of Burlington CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE 1 hereby certify that on this 28 day of Dec , 20 16, a copy of the foregoing public notice for Final Plat Notice [type of application] # SDA 6-35 [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.) 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) Thomas & Lindsay Getz 30 Chipman Street South Village Communities PO Box 2286, South Burlington Damien Woodward 41 Frost Street Laura Almstead 95 South Jefferson Road Carol Ann Spaid 101 South Jefferson Road Dated at�7,�r to vn/city Vermont, this ' day of , 20 Printed Name: Phone number and em Signature: Date: Bartlett H. Frisbie 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 South -)url -rytrn PLANNING & ZONING Permit Number SD-- 1 (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW ❑Preliminary ❑✓ Final PUD Being Requested? ❑Yes M 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, Suite A, South Burlington 802-864-0600; fax 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, Suite A; SB 802-864-0600 a. Contact email address: Bart@sterlinghomesvt.com 5. PROJECT STREET ADDRESS: 69, 73, 83 South Jefferson Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office) span 600-188-17862 57S 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): vacant 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): 4904 s.f. of building (ground surface area) 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 finished 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 separately. 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: •29 Acres/ 12,632 s.f. 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 N/A 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: 12,632 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): $ 490,250 b. Landscaping: $ included in costs (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) asphalt driveways and brick sidewalks to 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: Monday throuqh Saturdav for construction. 15. ESTIMATED PROJECT COMPLETION DATE: 6/15/17 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 (1 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 Cit 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 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. i RNM,.. ,► SIGNATURE OF PItOPERTY OWNER PRINT NAME - Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Complete Incomplete The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist. Subdivision Application Form. Rev. 12-2011 4fERL1Nc7 -- CONSTRUCTION December 5, 2016 South Village 39 Footprint Lot Application Application #8 (Lot Coverage): 1037 Hinesburg Road, South Burlington, Vermont 05403 a. Size of parcel: SV 39 .29 acres (12,632 sf) b. Building Coverage: Existing none Proposed 39-L 2009 sf. 40 % 39-M 1158 sf 42.5 % 39-R 1737 sf 36.4 % c. Overall Coverage (building, parking, outside storage, etc.) Existing none Proposed 39-L 2525 sf. 50 % 39-M 1655 sf 60.7 % 39-R 2415 sf 50.6 % 802-864-0600 www.sterlingconstructioninc.com FAX 802-864-0619 STERLING CONSTRU'' rION, INC. PEO' S UNITE BANK "SOUTH VILLAL.. 7218/2211 043205 1037 HINESBURGRD. 301 SOUTH BURLINGTON, VT 05403 PAY * * One Hundred Fifty Dollars And No Cents TO THE ORDER OF City of South Burlington 575 Dorset St. South Burlington, VT 05403 DATE AMOUNT 12/06/2016 **$150.00 S V 39tri sub div. AU TH RI ED GNATURE '- 'o, 004320S11' 1:221172186i: 001S2707L301 STERLING CONSTRUCTION, INC. "SOUTH VILLAGE" SOUTH BURLINGTON, VT 05403 043205 City of South Burlington 12/06/2016 $150.00 Control #43205 SV39tri sub div. Invoice Payment Invoice Date Description Amount Discount Amount Vendor Inv SV39TRISUB 12/06/2016 City of South Burlington $150.00 $150.00 el 010,1615161MIZI- .-. STERLING CONSTRUCTION, INC. PEOPLE'S UNITED BANK com "SOUTH VILLAGE" 1-7218 2211 043206 51-7218/2211 1037 HINESBURG RD. 301 SOUTH BURLINGTON, VT 05403 PAY ** Thirteen Dollars And No Cents ** DATE AMOUNT TO THE ORDER OF 12/06/2016 **$13.00 City of South Burlington 575 Dorset St. South Burlington, VT 05403 of /�� m sv39tri sub div recording fee G/ - AU H. Z SIGNATUR `? 11504320611' 1:221L?2L86i: OOLS27071311' STERLING CONSTRUCTION, INC. "SOUTH VILLAGE" SOUTH BURLINGTON, VT 05403 043206 City of South Burlington 12/06/2016 $13.00 Control #43206 sv39tri sub div recording fee Invoice Payment Invoice Date Description Amount Discount Amount Vendor Inv SV39TRIRFE 12/06/2016 City of South Burlington $13.00 $13.00 LEGEND ® �® — PROJECT BOUNDARY ABUTTING ABUTTING PROPERTY LINE rn ®® SIDELINE OF BUILDING ENVELOPE MADISON LANE /,/ Q, SURVEY POINT (NO MARKER) ! I )38NIF NOW OR FORMERLY { I STERLING CONSTRUCTION ,INC LOT NUMBER AS SHOWN ON PLAN C,/ THOMAS B. & LINDSAY B. GETZ Nff REFERENCED IN NOTE #1. N/F VOL. 1217, PG. 131 TO `70(I VOL. 1247, PG. 135 DO wNO Shp�I/NG7t2/y \ UGER/C TELEPHONEDUAND CABLEND SERVICESITE BORNE _ - - - CORNER SITE TRIANGLE G UNDERGROUND GAS SERVICE IVE AREA (3 8�' W RESTRICTW WATER SERVICE LOCATION PLAN I W (TYPICAL) MADISON LANE O PRIVATE ROAD S SEWER SERVICE NTS �--- — 48.03' — 2;I.00 41.sa' — NOTES — 1. THIS PLAN IS BASED ON A PLAN ENTITLED "SOUTH VILLAGE, SPEAR v, # /ONBTRUCTED STREET AND ALLEN ROAD, SOUTH BURLINGTON, VT., PHASE I SUBDIVISION LOCATION OF I PLAT." DATED JULY, 2004, LAST REVISED 09-23-14, BY CIVIL ENGINEERING Z I ASSOCIATES, AS RECORDED IN SLIDE 580 OF THE CITY LAND RECORDS. CONCRETE O FOUNDATION VQ I 2. SEE THE ABOVE REFERENCED PLAN FOR THE PERTINENT SURVEY c NOTES. C J 3. THE UNIT DIVISION LINES DEPICTED ARE INTENDED TO BE PROJECTIONS G OF THE CENTERLINES OF THE PARTY WALLS AS CONSTRUCTED. za STERLING CONSTRUCTION, INC 4. BEARINGS ARE BASED ON THE ABOVE REFERENCED PLAT. C� n N/F T VOL. 1241, PG. 218 5. MONUMENTATION FOUND IS AS NOTED. J.- Z Z UNIT 39-3 6. BURIED UTILITY LINES LOCATIONS ARE APPROXIMATE ONLY. ACTUAL Zi LAND AREA \� LOCATIONS MAY VARY. C5F U UNIT 39-1 UNIT 39-2 4'777sf /q$p LAND AREA w w � 7. SUBJECT PROPERTY IS BOTH SUBJECT TO AND BENEFITTED BY 52' LAND AREA 5,305 sf 0 a O I EASEMENTS FOR BURIED ELECTRICAL AND TELECOMMUNICATIONS LINES cL —.✓ a 2,724 sf a AND APPURTENANCES. EASEMENTS CONVEYED TO GREEN MOUNTAIN SOUTH VILLAGE COMMUNITIES, LLC W w w POWER CORPORATION AND VERIZON NEW ENGLAND, INC. BY DEED DATED N/F p DECEMBER 13, 2007 AND RECORDED IN VOLUME 803 PAGE 687, SOUTH VOL. 801, PG. 465 p a BURLINGTON LAND RECORDS. EASEMENTS ARE TYPICALLY 19 WIDE, O w ? CENTERED ON UTILITY AS CONSTRUCTED, EXCEPT AS SHOWN. 8. SUBJECT PROPERTY IS BOTH SUBJECT TO AND BENEFITTED BY w I $ I EASEMENTS FOR BURIED NATURAL GAS LINES AND APPURTENANCES. m Z EASEMENTS CONVEYED TO VERMONT GAS SYSTEMS, INC. BY DEED DATED JANUARY 17, 2008 AND RECORDED IN VOLUME 807 PAGE 129, SOUTH 3 rn BURLINGTON LAND RECORDS. EASEMENTS ARE TYPICALLY 10' WIDE, (7 L—S g CENTERED ON UTILITY AS CONSTRUCTED. e� C7 R = 311.00, m 9. THE SUBJECT LOT 13 DEPICTED AS LOT 39 ON THE ABOVE REFERENCED w PLAT. LOT 39 FALLS WITHIN "ZONE C" (OUTSIDE OF ANY FLOOD HAZARD I I AREA) AS IDENTIFIED BY FLOOD INSURANCE RATE MAP # 500007C2062D, WITH AN EFFECTIVE DATE OF JULY 18, 2011. Nag 0� 9"W q,qg�2�' 42.21' 10. CHIPMAN STREET AND SOUTH JEFFERSON ROAD ARE DESCRIBED IN AN IRREVOCABLE OFFER OF DEDICATION TO THE CITY OF SOUTH G 2"3 4"W �BURLINGTON DATED OCTOBER, 2007 AS RECORDED IN VOL. 798, PG. 240 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. CONETE SIDFI�V CO MON' AND '4LK / O i nnlvr.: Scr G. 465 CITY CLERK'S OFFICE CITY OF SOUTH BURLINGTON, VT. , 2017 RECEIVED FOR RECORD AT_ O'CLOCK O — M., AND RECORDED IN SLIDE#_ TN �E�FE ATTEST: CITY CLERK ROgD s DATE I REVISIONS BY LANDOWNER USED FORT EPTHESE PLANS IURPOSE SHOWN BELOTH LATEST REVISIONS W. ONLY BE HEFTS. STERLING CONSTRUCTION, INC. O PRELIMINARY REVIEW SMSDC,LLC FINAL NIF�_ 1037 HINESBURG ROAD PROJECT NO VOL.1219, PG.164 SOUTH BURLINGTON, VT 05403 LANDS OF 1s11e DEED REFERENCE: VOL. 1241, PAGE 218 STERLING SURVEY LOT 39 AREA: 0.29 ACRE CONSTRUCTION, INC. JKR DESIGN APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW CHIPMAN ST. & MADISON LN., SOUTH BURLINGTON, V1 — BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON 111 1 DRAWN GRAPHIC SCALE THE_DAY OF ,2017 SUBJECT TO N�,`QF I I DLH _ N �® �j LOT 39 CHECKED THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED SIGNED THIS DAY OF ON INFORMATION ABSTRACTED FROM PERTINENT �ti DOUGLAS �S TOWNHOUSES PLAT DA R�IDJc 2017 BY DEEDS AND/OR OTHER OFFICIAL RECORDS, AND _� L. = 11-18-16 IN I I .IN ) MARKERS EVIDENT ON THE PROPERTY, AND — HENSON SCALE No. 65 CONFORMS WITH THE REQUIREMENTS OF 27 VSA G a LAMOUREUX & DICKINSON AS NOTED §1403. DATED THIS _DAY OF 2016 ��`f' �� Consulting Engineers, Inc. SHT. NO. 14 Mmc Drive (CLERK OR CHAIRMAN) ,,I I I I'1 1 1 p LDTel.802-8784450 05452 S LOCATION PLAN NTS F SOUTH VILLAGE COMMUNITIES, LLC NIF VOL. 801, PG. 465 iu (0 LEGEND PROJECT BOUNDARY — ABUTTING PROPERTY LINE SIDELINE OF BUILDING ENVELOPE (37 Q NIF SURVEY POINT (NO MARKER) NOW OR FORMERLY /(E I STERLING CONSTRUCTION ,INC LOT NUMBER AS SHOWN ON PLAN THOMAS B. & LINDSAY B. GETZ N/F C�0—) REFERENCED IN NOTE #1. N/FVOL. 1217, PG. 131 VOL. 1247, PG. 135 UNDERGROUND ELECTRIC, UGERIC TELEPHONE AND CABLE SERVICE CORNER SITE TRIANGLE G UNDERGROUND GAS SERVICE RESTRICTIVE AREA (TYPICAL) (TYPICAL) Z-F MADISON LANE W WATER SERVICE O PRIVATE ROAD S SEWER SERVICE 48.03' — I CONSTRUCTED I LOCATION OF CONCRETE I FOUNDATION NOTES 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. SEE THE 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. L L STERLING CONSTRUCTION, INC 4. BEARINGS ARE BASED ON THE ABOVE REFERENCED PLAT. N/F VOL. 1241, PG. 218 5. MONUMENTATION FOUND IS AS NOTED. Z UNIT 39-3 Z 6. BURIED UTILITY LINES LOCATIONS ARE APPROXIMATE ONLY. ACTUAL UNIT 39-1 UNIT 39-2 AND AREA ¢ 4,777 s1 C LOCATIONS MAY VARY. LAND AREA wa w \�+)! I '°' 7. SUBJECT PROPERTY IS BOTH SUBJECT TO AND BENEFITTED BY 5,305 sf O LAND AREA I�-.._� EASEMENTS FOR BURIED ELECTRICAL AND TELECOMMUNICATIONS LINES a 2,724 sf m AND APPURTENANCES. EASEMENTS CONVEYED TO GREEN MOUNTAIN w °w POWER CORPORATION AND VERIZON NEW ENGLAND, INC. BY DEED DATED O O DECEMBER 13, 2007 AND RECORDED IN VOLUME 803 PAGE 687, SOUTH a O O w BURLINGTON LAND RECORDS. EASEMENTS ARE TYPICALLY 19 WIDE, a it ? 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. I z 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. = Mul n � I I CpNC�� G 0 - - ---_ - SOVT � S EppERSO NR5 OAD t_ SMSDC,LLC N/F VOL. 1219, PG. 164 APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW GRAPHIC SCALE BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE_ DAY OF , 2017 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS_ DAY OF 2017 BY ( IN Fhl hl'f 1 (CLERK OR CHAIRMAN) 9. THE SUBJECT LOT IS DEPICTED AS LOT 39 ON THE ABOVE REFERENCED PLAT. LOT 39 FALLS WITHIN "ZONE C" (OUTSIDE OF ANY FLOOD HAZARD AREA) AS IDENTIFIED BY FLOOD INSURANCE RATE MAP # 5GDD07C2062D, WITH AN EFFECTIVE DATE OF JULY 18, 2011. 10. CHIPMAN STREET AND SOUTH JEFFERSON ROAD ARE DESCRIBED IN AN IRREVOCABLE OFFER OF DEDICATION TO THE CITY OF SOUTH BURLINGTON DATED OCTOBER, 2007 AS RECORDED IN VOL. 798, PG. 240 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 465 LANDOWNER STERLING CONSTRUCTION, INC 1037 HINESBURG ROAD SOUTH BURLINGTON, VT 05403 DEED REFERENCE: VOL. 1241, PAGE 218 LOT 39 AREA: 0.29 ACRE ♦�0, O F i I r f "��i TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED ON INFORMATION ABSTRACTED FROM PERTINENT DOUGLAS DEEDS AND/OR OTHER OFFICIAL RECORDS, AND L. MARKERS EVIDENT ON THE PROPERTY, AND _ - HENSON CONFORMS WITH THE REQUIREMENTS OF 27 VSA j No. 656 §1403. DATED THIS _DAY OF .2016 ,I i�ii I ��,`♦♦ CITY CLERK'S OFFICE CITY OF SOUTH BURLINGTON, VT. , 2017 RECEIVED FOR RECORD AT O'CLOCK —M., AND RECORDED IN SLIDE#_ ATTEST: CITY CLERK I DATE I REVISIONS I BY I E3 PRELIMINARY REVIEW FINAL LANDS OF PROJECT NO STERLING 16118 SURVEY CONSTRUCTION, INC. JKR DESIGN CHIPMAN ST. & MADISON LN., SOUTH BURLINGTON, VA DRAWN DLH LOT 39 ICHECKED TOWNHOUSES PLAT 1; BB JG LAMOUREUgi & rs, t— SON AS NOTED Consulting Engineers, lnc. SHT. NO. ID 14 Morse Drive Essex Junction, VT 05452 Tel: 802-878-0450 I May 9, 2008 f- SOUTH VILLAGE A CONSERVATION COMMUNITY DECLARATION Or COMMUNITY ASSOCIATION AND COVENANTS, CONDITIONS, AND RESTRICTIONS CITY CLERK'S OFFICE Rocolved 24 � �at1�S_o j, Recorded In Vol. on page.... " ` P( t- Of So. Burlington Land Records Attest: Donna S. Kinville, Cluj Clork may Y, GUUO SOUTI-I VILLAGE A CONSERVATION COMMUNITY TABLL OF CONTENTS PREAMBLE................................................................................................................................... 2 ARTICLEI Definitions .................................................................................................................. 3 ARTICLE II Naples of Community and Association..................................................................... 4 ARTICLE III Property Location and Description.......................................................................... 5 ARTICLE IV Lots an([ Condominium Units.................................................................................. 5 ARTICLE V Common Elements and Limited Common Elements ................................................ 9 ARTICLE VI Declarant Rights and Special Rights..................................................................... to ARTICLE VII Allocated Interests................................................................................................ 12 ARTICLE VIII Restrictions on Alienation................................................................................... 13 ARTICLE IX Appurtenant Easements and Licenses.................................................................... 14 ARTICLE X Relocation of Boundaries Between Lots and Condominium Units ........................ 14 ARTICLE XI Subdivision of Lots and Condominium Units ....................................................... 15 ARTICLE XII Amendment of Declaration.................................................................................. 15 ARTICLE XIII Termination of Common Interest Community .................................................... 15 AR'I`ICLE XIVRights of Way and Utilities.................................................................................. 16 ARTICLE XV Design Review/Community Design Committee .................................................. 16 ARTICLE XVI Membership and Voting Rights.......................................................................... 18 ARTICLE XVII Community Association Purpose...................................................................... 18 ARTICLE XVIII Covenant for iVfaintenance Assessments.......................................................... 18 ARTICLE XIX Sub-Associations................................................................................................. 21 ARTICLE XX Community Land Management Plan.................................................................... 21 ARTICLE XXI Miscellaneous Provisions.................................................................................... 22 EXHIBIT A Description of Property, etc................................................................................. 24 EXHIBITB Plats and Plans...................................................................................................... 31 EXHIBIT C South Village Community Association, Inc. Bylaws ........................................... 32 ARTICLE I Plan of Ownership............................................................................................ 32 ARTICLE II South Village Community Association, hie .................................................... 32 ARTICLE III Board of Directors.......................................................................................... 36 ARTICLEIV Officers .......................................................................................................... 40 ARTICLE V Operation of the Planned Community............................................................. 42 ARTICLE VI Miscellaneous................................................................................................ 47 EXHIBIT D Land Management Plan........................................................................................ 48 EXHIBIT E. Sensitive Areas........................................................................... 49 May 9, 2008 SOUTH VILLAGE A CONSERVATION COMMUNITY DLCLARATION OF COMMUNITY ASSOCIATION AND COVENANTS, CONDITIONS. AND RESTRICTIONS This Declaration is made this day of , 2008, by South Village Comiliulities, LLC, a Vermont limited liability company with a principal place of business in Burlington, Chitteildell County, Vernloilt, (the "Declarant"). The Declarant hereby submits all of the land and premises described in Exhibit A attached hereto and made a part hereof (tile "Property") to the Verniont Common Ownership Act, 27A V.S.A. Chapter 17 and hereby declares that all of the Property shall be field, sold and conveyed subject to the following casements, restrictions, covenants and conditions, which shall run witli the Property and be binding oil all of the parties having atly right, title or interest in the Property or a part thereof, their Heirs, successors, executors, ildillillistrators and assigns, and sliall inure to the bellefit of each owner thereof. WHE3-REAS, the Declarant received permits and approvals to constrict a Planned Community in the City of South Burlington oil the Property to be known as "South Village"; WHEREAS, Soutli Village, as currently approved and contemplated by the Declarant, will contain not More than three hundred thirty four (334) residential Lots and Condominium Units, in agricultural operation, quiet paths, recreation paths, a school with athletic fields and/or a eoniniunity use building, and all associated Infrastructure, including but not limited to roads, sewer, water, cable, gas, electricity and any other utilities deemed necessary by the Declarant; WHEREAS, the Declarant currently contemplates that the three Hundred thirty four (334) Lots and Condominium Units in South Village will be constructed in not less than three (3) phases over time and will include various building types, including but not limited to, detached Village flonies, Town Homes with party walls, and Condominium Units, and WHEREAS, prior to conlniencing construction of South Village, the Declarant desires to create (lie Planned Community pursuant to the Vernloilt CommoIi Ownership Act, 27A V.S.A. Chapter 17 (the "Act"); WHEREAS, the Declarant further desires to provide for the initial framework of the governance of South Village in this Declaration; WHEREAS, the Declarant anticipates amending this Declaration from time to time to bring this Declaration into conformance with the Plats and Plans, permits and approvals, as well as the vision and desires of (lie Declarant for South Village; N May 9, 2008 NOW THEREFORE, the Declarant (foes hereby create the following Planned Community in accordance with the Act and (lie following terms, provisions, conditions, covenants and restrictions. ARTICLE I DEFINITIONS Section 1.01. "Act" Shall mean the Vermont Common Ownership Act, 27A V.S.A. Chapter 17. Section 1.02. "Community Association", "Association" shall mean and refer to the SOUTH VILLAGE COMMUNITY ASSOCIATION, INC., its successors and assigns. Section 1.03. "Common Element" shall mean all those portions of the Property not included within the boundaries of a Lot, Condominium Unit or Limited Co€Ninon Ele€pent, send [lie property, interests and rights inch€ded ill the term Common Ealenlent as defined in the Act. Section 1.04. "Common Expenses" means expenditures made by or financial liabilities of the Association together with any allocation to resci-vcs. Section 1.05. "Condominium Unit" shall refer to a Condominium Unit within a condominium created by a declaration of condominium within the Planned Community. A Condominium Unit shall be deemed a Lot for voting purposes within the Association, as well as t� for the purpose of assessing Common Expenses. Condominium Units shall also be assessed for those Common Expenses attributable only to the particular condominium regime. Section 1.06. "Declarant" shall mean South Village Communities, LLC, and any successor in interest in (lie Property as developer, by virtue of any (feed or other instrument of conveyance or foreclosure decree. Section 1.07. "Development Agreement" shall nican the Development Agreement between South Village Communi tics, LLC and the City of South Burlington dated August 9, 2007 and recorded ill Volume 792 at Pages 69-70 of tile South Burlington Land Records. Section 1.09. "Development Rights" shall have (lie same meaning as prescribed in 27A V.S.A. § 1-103(14) and as furtlier defined in Article VI of this Declaration. Section 1.09. "Farm Lot' shall mean the Lot (as that terns is defined in Section 1.11 below which the Declarant currently contemplates subdividing from the Property and constructing one or more farm and accessory buildings, as shown on the Plats and Plates. Section 1.10. "Limited Common Element" means a portion of the Common Elements, designated, in this Declaration, or oil the Plats and Plans (as defined in Section. 1.13 below), or by the Act, for the exclusive use of one or more but fewer than all of the Owners (as defined in Section 1.12 below). An allocation of a Limited Common Element to a particular Owner or Owners may not be altered without the consent of the Owner whose dwelling Lot or Condominium Unit is 3 May 9, 2008 affected. However, this Declaration may only be amended in accordance herewith and may not be amended in accordance with the provisions of 27A V.S.A. §2-108(b). Section 1.1 I. "Lot" shall refer to any subdivided lot within the Planned Community on the Property in which there is a defensible fee simple title and It further includes all buildings and improvements thereon. Section 1.12. "Owner" shall "lean and refer to the record owner, whether one or "lore persons or entities, of a fee simple title to any Lot or Condominium Unit on the Property, including contract sellers, but excluding those having such interest inerely as security for the performance of an obligation. For voting, and assessment purposes, the Declarant shall be deenled ,in Owner. Section 1.13. "Plats and Plans" shall nica" those certain plats and plaits entitled "South Village, South Burlington, Vermont, Spear Street and Allen Road, South Burlington Verniont", prepared by Civil Engineering Associates, hie., currently recorded and referenced in Exhibit A attached hereto, and/or to be recorded in (lie South Burlington land records, reduced copies of which are attached hereto as Exhibit B and fiili-size copies of which are recorded herewith, which may be amended front tinge to tine. (collectively the "Plats and Plaits"). Section 1.14. "Planned Community" shall "lead the planned residential development to be known as South Village to be located oil the Property as shown oil the Plats and Plaits. Section 1.15. "School or Community Use Lot" shall mean the Lot (as that term is defined in Section 1.11) which the Declarant currently contemplates subdividing from the Property and constructing a school or coillmu ity use building, as shown oil the Plats and Plans. ARTICLE I1 NAMES OF COMMUNITY AND ASSOCIATION Section 2.01. Name of Coinmuility. The name of the contnlon interest community is South Village . Section 2.02. Name of Association. The name of the Community Association is the South Village Community Association, Inc. Section 2.03. Control of the Association. (a) There shall be a period of Declarant control of the Community Association, during which the Declarant, or persons designated by it, may appoint and remove the officers and members of the Board of Directors. The period of Declarant control shall terminate no later than the earlier of: (i) sixty (60) clays after conveyance of two hundred and one (201) Lots and Condominium Units or the conveyance of seventy-five percent (75%) of the Lots and Condominium Units that may be created by the Declarant (whichever is less) to Owners other than tale Declarant or an entity controlled or owned by it; or 4 May 9, 2005 (ii) two (2) years after (lie Declarant or its successors ininterest has ceased to offer Lots aIld Condominium UIhits for side in the ordinary course of business; or (iii) two (2) years after the right to add new Lots or Condominium Units is last exercised by the Declarant; or (iv) the clay the Declarant, after giving written notice to Lot and Condominium Unit Owners, records an instrument voluntarily surrendering all rights to control activities of (lie Community Association. (b) At least twenty-five percent (25%) of the members of the Board of Directors shall be elected by Lot and Condominium Unit Owners Who are Ilot (lie Declarant within sixty (60) clays after the sixty-seventh (67`i`) Lot and Condominium Unit or twenty-five percent (25%) of the total number of allowable Lots and Condominium Units (whichever is less) are conveyed to Owners other than the Declarant. At least thirty-three and one-third percent (331i3%) of the members of the Board of Directors shall be elected by Lot and Condominium Unit Owners who are not the Declarant within sixty (60) days after the one hundred and thirty-fourth (134"') Lot and Condominium Unit or fifty percent (50%) of the total number of allowable Lots and Condominium Units (whichever is less) are conveyed to Lot and Condominium Unit Owners other than the Declarant or all entity owned or controlled by it. ARTICLE Ill IROPI?RTY LOCATION AND DESCRIPTION Section 3.01 Municipalities. The majority of the Property is located in the City of South Burlington aIld a small undeveloped portion of the Property is located iIl the Town of Shelburne. Section 3.02 Property Description. The Property is described in Exhibit A attached liereto and made a part hereof. ARTICLE IV LOTS AND CONDOMINIUM UNITS Section 4.01. Number of Lots and Condominium Units. The Declarant reserves the right to create up to three hundred thirty four (334) Lots and Condominium Units. Tile Declarant further reserves the right to create a school or community building on (lie School or Conununity Use Lot, an agricultural operation with related facilities on the farm Lot, an inWhotel, aIld any other use which complies with then current Toning regulations, together with all other amenities and improvements (lie Declarant deems necessary in connection with the creation of south Village. Section 4.02. Identification of Lots and Condominium Units. The Lots and Condominium Units are slho,%vn oil the Plats and Plans, as may be amended from tinge to tinge. In the event of a conflict between the Plats and Plans, including but not limited to Motes, illustrations, diagrams, dimensions shown thereon, and the provisions of this Declaration, the Plats and Plans shall control. CI May 9, 2008 Sectiotl 4.03. Use atld Occupaticy Restrictions. Subject to the Development and Special Rights reserved by Declaratlt Herein, the followhig use, aiicllatioii and occupancy restrictions apply to all Lots find Cotldoniinium UIlits and to the Common Elements and Lnmted Common Elements: (a) The Lots atld Comloininium Uilits atld tiny Limited ConimoIl Elements assigned to a particular Lot or Condominium Uiiit shall be used for resideitial purposes oIlly, with the excel)tiotl of the School or Community Use Lot, the Farni Lot (which may include a farm store and potentially other Uses and buildings), the Lot containing ail I iii/hotel, and a Lot which may be used as a commercial/office support center for the support of those Owners engaged in home occupations. With the prior written approval of the Board, a Lot or Condominium Unit Owner may engage in a home occupation, as long as the use, in the sole discretion of the Hoard, does not adversely affect (lie residential character of (lie neighborhood, or interfere with the peacefiil occupancy of neighboring Lots and Condominium Units. If a Lot or Condominium Unit Owner is granted pennissioit to engage in a lionic occupation, the Lot or Condominium Unit Owner shall be solely responsible for compliance with all state and local regulations concerning commercial uses in buildings. (b) The Lots and Condominium Units, and any Limited Common Elements assigned to then), other than the School or Community Use Lot, Farm Lot, the Inn/hotel Lot, any sales center or inodel Lots or Condominium Units utilized by the Declaratlt, and a Lot containing a ruture commercial/office support center, shall riot be used for commercial or offices purposes, except as provided iil subparagraph (a) above. (c) Nothing shall be Clolle or kept lit any Lot or Condominium Unit or itl the Common Elctlleilts or Limited Common Elcinelits which will increase the rate of insurance for the Coinnitnllty Association, without the prior written coiisetit of the Community Associationi. No Lot or Condominium Unit Owner shall permit anything to be iloile or kept in his Lot or Condoilihiiunl Unit or in the Coinilloil Elements or Limited Common Elements which Will result ill the cancellation of insurance of the Community Association) or any part thereof or which would be in violation of any law, regulation or adiiliilistrative rulitlg. No waste shall be committed in the Common Eicirieilts. (d) No offensive or unlawfid use shall be made of the Planned Commulity or ally part thereof, and all valid laws, zoning ordinances and regulations of all governmental agencies having jurisdiction there over shall be observed. All laws, orders, rules, regula(ions or requirements of any governnieiitai agency having jurisdiction there over relating to any portion of the Planned Coininunity shall be complied with, by and at the sole expense of the Lot or Condominium Unit Owner or the Community Association, whichever shall have (lie obligation to maintain or repair such portion of the Plantled Community and, if the latter, then the cost of such compliance shall be a Common Expense. (e) No Lot or Condoiniillilnl Unit Owner shall obstruct any of the Common Elements ilor shall any Lot or Condominium Unit Owner store anything upon any of the Common Elements (except hi those areas desigtiated for such storage by the Board of Directors) without the approval of (lie Board of Directors. Nothing shall be altered or constructed in or removed from the Coninion Elements except upon the prior written consent of the Board of Directors. 6 May 9, 2008 (f) The Common Elements shall be used only for the f irnishing of the services and fiacilities foi• which the same are reasonably suited and which are incident to the use and occupancy of (lie Lots and Condominium Units. (g) Parking regulations for (lie private lanes and parking areas will be established by the Declarant or Board of Directors as required. All private lanes as well as all municipally -owned streets shall be subject to local parking regulations; this includes all streets owned by (lie City of South Burlington. Public streets and private latics are subject to the winter parking ban outlined ill the City of South Burlington Ordinance, Section 32, which provides as follows: "No person shall, between the hours of 12 midnight and 8 a.m. including Sundays and legal holidays, during the period from December I of each year to April I of the following year, park any vehicle within the limits of any public highway of the City in such a manner as to interfere with the prompt and orderly removal or plowing of snow, removal of ice, or sanding or salting of highways. A VIOLATION OF THIS ORDINANCE IMAY i\4HAN A TICKET AND/OR TOW FROM THE SOUTH BURLINGTON POLICE DEI'AR'rMENT, or in the case of privates laarres, A TOW f RO\rl 'i HE ASSOCIEI HON. (h) Other than oil the Farm Lot and tile School or Community Use Lot , the maintenance, keeping, boarding and/or raising of animals, livestock, poultry or reptiles of any kind, regardless of number, shall be and is prohibited on any Lot or within any Condominium Unit or upon the Common Elements or Limited Common Elements, except that (lie keeping of small, orderly domestic pets (e.g., (logs, cats or caged birds) not to exceed two (2) per single family home and one (1) per all other Lots and Condominium Units without the approval of (lie Board of Directors, is permitted, subject to the lZulcs and Regulations adopted by the Board of Directors; providd, however, that such pets are not kept or maintained for commercial purposes or for breeding, and provided, further, that any such pet causing or creating a nuisaaIlce or unreasoIlable disturbance or noise shall be permanently removed from the Property upon tcii (10) Clays written notice from the Board of Directors. Such pe(s shall not be pernartted upon the Common Elements Illness leashed or accompanied by and under the control of a responsible person, and that responsible person shall be responsible for cleaning up any mess caused by said pet. Any Lot or Condominium Unit Owner who keeps or maintains any pet upon any portion of the Property shall be deeined to have indemnified and agreed to hold the Community AssociatioIl and each Lot and Condominium Unit Owner free and harmless from any loss, claim or liability of any kind or character whatever arising by reason of keeping or maintaining such pet within the Planned Community. All pets shall be registered and inoculated as required by law. All Lot and Condominium Unit Owners and their pets shall comply with the Community Land Management Plan (as that term is defiled in Article XX) as the same may be amended from tinge to tinge, which aniong other provisions, prohibits clogs from the "ttailet�}aflrs" iri tlae raatiu•af areas, and requires all eats to be Icept indoors. (i) No signs of any character shall be erected, posted or displayed upon, from or about any Condominium Unit, Lot, Common Elemen(s or Limited Common Elements without the prior written approval of the Board of Directors. 0) Open burning oil any portion of the Planned Community Property is prohibited. Declarant reserves the right to establish Community "fire pit(s)" where appropriate site conditioIls exist and subject to applicable laws and regulations. Tile Farm Lot Owner may seek perinissioth 7 May 9, 2008 from the Board of Directors to conduct ol)en burning, provided the Farm Lot Owner first obtains all local, state and federal consents. Controlled burns are allowed for ecological restoration purposes, but only as outlined in the Community Land Use Plan. Lot and Condominium Unit Owners may use gas and charcoal grills so long as the same do not unreasonably interfere with tie quiet use and enjoyment of other Lot and Condominium Unit Owners. (k) Each Lot and Condominium Unit and the Common Elements and Limited Common l?lenleitts shall be occupied and used in coItlpliance with the Rifles and RegulatioIs which may be promulgated and amended by the Board of Directors inclu(ling regulations as to noise. Copies of the Rules and Regulations shall be furnished by the Board of Directors to each Lot and Condominium Unit Owner. Anien(lments to the Rules and Regulations shall be conspicuously posted prior to the time when the sonic shall become effective an(l copies thereof shall be furnished to each Lot and Condominium Unit Owner upon request. By accepting a (iced conveying title to a Lot or Condominium Unit in tile, Planned Community each and every Lot and Condominium Unit Owner acknowledges receipt and acceptance of the Rules and Regulations as adopted and amended by the Board of Directors. (1) There sliall be no garbage or other waste material stored or kept in the Common or Limited Common Elements, except in tamper -proof (raccoon and other animals proof) trash receptacles oil the day garbage is to be removed by the Lot or Condominium Unit Owners garbage pickup and hauling company or (lie City of South Burlington, if the same provides municipal garbage service at the tinie. (In} Noamplifiedmusic, lurid musical 1I1S1!-unients or loud radios, stereos or televisions shall be permitted in tile- Limited or Common Elemcii(s, except as permitted by the Board of Directors. Owners are reminded that municipal regulations coneci-nurg noise and nuisances are enforced in South Burlington. (n) No window air conditioning Condominium Unit may be installed ill any Condominium Unit or within any building or improvement on atly Lot. (o) 'There shall be no storage of any kind oil lawns, patios or porches, if any, with the exception of those items typically found oil lawns, porclies and patios of other residential dwellings and lots in the City of South Burlington. (p) No satellite dishes or other antenna shall be installed outside of a Condominium Unit or building oil a Lot without the prior written approval of the Community Association, which approval shall not be unreasonably withlield. (q) No improvement or alteration to -lily Lot or Condominium Unit may be made which would impair (lie structural integrity or mechanical systems or lessen the support of any portion of any other Lot or Condominium Unit. No exterior change shall be made to the exterior of a Lot or Condominium Unit without the prior written consent of (lie Board of Directors and in accordance with Article X'V of this Declaration. (r) Exterior clothes lines on any Lot are subject to strict aesthetic controls and as such nitlst be maintained/ Screened so that they cannot be viewed by anyone other than the Lot Owner. i May 9, 2008 (s) Each Lot and Condominium Unit and Common Elements and Limited Common Elements shall be subject to and occupied and used in compliance with this Declaration, Bylaws attached hereto at Exhibit C, and the Rules Regulations of the Community Association as may be promulgated and amended from time to tinge. (t) With the exception of a "Bed and Breakfast" which has obtained all pennits and approvals from (lie municipality as well as Written approval from the Community Association, no residential Condominium Unit may be lensed to or occupied by more than two (2) unrelated persons at any one tinge. Related persons are related by marriage, civil union, blood or adoption. ARTICLE V COMMON ELE INTS AND LIMITED COMMON ELEMENTS Section 5.01. Common Elements and Limited Common Elements. a. A "Common Element" means those portions of the real estate and/or building not included within (lie boundaries of a Lot or Condominium Unit, and the property, interests and rights included in the term Compton Elements as defined in the Act. b. A "Limited Common Element" gleans a portion of the ConliltoIl Elements, designated in this Declaration, or oil the Plats and Plaits, or by the Act, for the exclusive use of one or more but fewer than all of the Owners. An allocation of a Limited Common Element to a particular owner or owners may not be altered without the consent of the owner whose Lot or Condominium Unit is affected. However, this Declaration may only be amended in accordance herewith and Illay not be amended in accordance with the provisions of 27A V.S.A. §2-148(b). Section 5.02. Party Walls and footings. Any wail or footing which is constricted and located oil the line between any Lots in Sou(h Village shall constitute a party wall or footing for the perpetual benefit and use by the respective Lot Owners. a. MaintenaIlce and Repair. If it becomes necessary or desirable to perform maintenance thereon, or to rebuild or repair the whole or ally part of a party wall or footing, such expense shall be shared equally by the Owners of the adjoining Lots to the extent that such costs are not satisfied from insurance proceeds. Whenever such party wall or footing, or any part thereof, shall be rebuilt, it shall be as initially constructed with materials of like quality to the original stricture. All repairs, maintenance and replacement of party walls and footings snail be approved by the involved Lot Owners; provided that if such maintenance, repair or replacement is brought about solely by the neglect or willful misconduct of a particular Lot Owner, any expenses incidental thereto shalt be borne solely by such Lot Owner. b. Use. A Lot Owner shall have the right to tile full use of said party wall or footing for whatever purpose the party wall or footing was intended during initial cons(rlction, including lateral support. 9 May 1, 2008 C. Benefit. Each party wall or footing constructed in South Village is to be and shall remain a Marty wall or footing for (lie perpetual use and benefit of the respective Lot Owners thereof, and to their heirs, successors and assigns; said Property being conveyed subject to this condition, and this condition shall be construed t0 be a covenant running with the land. Each Lot Owner shall have the permanent easement (o permit repair of the party wall or footing. The mortgagee of a Lot Owner shall have all (lie nights of the Lot Owner created in this section. d. Lien. A Lot Owner repairing a party wall or footing, and who shall pay for tile same, shall have a right of a lien against the other Lot Owner sharing said party wall or footing, for repairs needed as such right of a lien is created for contractors under the laws of the State of Vermont, to the extent that said lien is legally enforceable, but in no event shall said lien have priority over the lien of any mortgagee. Section 5.03. Maintenance, Snow Removal and Lawn Mowing. With the exception of snow removal, and lawn nlowing, each individual Lot OwneI' is responsible for all maintenance, repair, replacement and upkeep of the building and all improvements orl their respective Lots, including underground utilities from the Lot line to the dwelling. The Association (or the City in regard to public streets and sidewalks) shall be responsible for snow removal from front walks, driveways and alleys. HOWEVER, ALTHOUGH THE ASSOCIATION WII..L USE REASONABLE EFFORTS (WHICII MAY BE AFFECTED BY THE SEVERITY OF THE SNOW AND/OR ICE CONDITIONS, MANPOWER AND/OR EQUIPMENT PROBLEMS) TO CLEAR SNOW IN A TIMELY MANNER FRONI THE FRONT WALKS, DRIVEWAYS AND ALLEYS, EACH LOT AND CONDOINUNIUM UNIT OWNER SI-IALI, 'FAKE PERSONAL RESPONSIBILITY FOR THE PERSONAL SAFETY OF ANYONE. USING A WALKWAY OR DRIVEWAY ON EACH LOT. THE ASSOCIATION SMALL NOT BE LIABLE IN ANY WAY FOR ANY PERSONAL INJURY, DEATH OR PROPI.Itry DAIIIAGE ARISING OUT OF OR RELATING TO THE CONDITION OF ANY EMPROVEMENTS ON ANY LOT OR PRIVATE ALLEY, INCLUDING 13UT NOT LIMITED TO, WALKWAYS, DRIVEWAYS OR ALLEYS IN SOUTH VILLAGE. Tile Association shall also be responsible for lawn allowing on all Lots. ARTICLE VI DECLARANT RIGHTS AND SPECIAL RIGHTS Section G.O I . Development Rights. 'file Dcclarant for itself, its successors and assigns, hereby reserves the following Development Rights on the Property: (a) 'rile right to subdivide Lots or Condominium Units or convert Lots or Condominium Units into Common E-lenients of Limited Common Elements; (b) The right to add real estate to South Village; (c) The right to withdraw real estate from the Property and South Village; (d) The right to create Lots, Condominium Units, Common Elements and or Limited Common Elements within South Village, 10 May 9, 2008 (e) The right to cons(ruct, and otherwise complete improvements indicated on the Plats and Plans, as amended and to constllict and complete improvements described in (lie Public Offering Statement pursuant to 27A V.S.A. §4-103(a)(2); (t) The right to, and an easement to, constrict additional improvements oil (lie Property, including but not limited to road, driveways, walkways, parking areas, lighting, utilities, landscaping, and any other improvements necessary or convenient to be constructed or installed in connection with the cons[ ruct i oil and completion of South Village ; (g) The right to modify or redesign any Lot or Condominium Unit prior to (tie first conveyance of title to said Lot or Condominium Unit to a third party bona fide purchaser; (11) 'file right to giant all appurtenant casements and rights granted in this Declaration or any aniendment hereto to the Lots and Condominium Units; (i) The right to grant casements through, over, under and across the Property for foot and vehicular traffic, for utilities servicing the Lots find the Condominium Units, including but not limited to sewer, water, drainage, gas, electricity, telephone and cable television lines andappurtenances; (j} The right to maintain lip to six (6) sales offices within any Condominium Unit, Common Element, Limited Common Element or oil any Lot within South Village and may in its sole discretion relocate said sales offices at any time; (k) The right, without limitation, to Illaintain sighs oil the Common Elements and oil any Limited CommoIl Element controlled by the Declarant and upon any Lot or Condominium Unit owned or controlled by the Declarant advertising South Village; €� (1) 'Tile absolute right to amend this Declaration to accomplish any of the foregoing or any other rights reserved by the Declarant in this Declaration; (in)All rights the Declarant would otherwise Have under 27A V.S.A. §2-116; (n) The fight to construct, enlarge, modify, demolish, reconstruct or reestablish any buildings or other improvements on Common Elements, Limited Common I"'Ienien(s or oil a Lot or CondominiuIli Unit, provide(] (lie Declarant still owns or controls the Lot or the Condominium Unit; (o) '1'lie right to modify, change and relocate drives, roads, parking areas and structures, bridges, drainage and utility lines; (p) The exclusive right to make allocations of sewer capacity to one or more Lots or Condominium Units withiIl (lie Property, and until the South Village has been completed, no one may take any action which would increase the sewer usage or allotment to a Lot or Condominium Unit within the Property without the express written consent of the Declarant first obtained. After South Village has been completed, the Community Association nllist approve any enlargement of sewer usage by a particular Owner. The Declarant shall comply with all local, state and federal permits regarding sewer allocations; (q) The right to store construction material in and to enter upon the Property for any purpose during tile. construction and sale or rental of Lots and Condominium Units in the various phases of South Village; Section 6.02. Property and Expiration of Declarant's Rights. The Declarant's reserved rights set forth in Section 6.01 above apply to the Property and shall, unless earlier terminated by the Declarant in the Declarant's sole discretion, terminate upon the conveyance by the Declarant of the May 9, 2003 last Lot or Coii fou-iiiihim Unit to which Declaratt or Its successor acid assigtls holds title ail South Village, Upoii termitlation of Declaratlt's rights tltlder this Sectlolt 6.02, all reinaining real property not previously conveyed and not otherwise included withiii a Lot or Cotidoiniiihiin Unit shall become a Comtiton Element atld the Declarant shall do loiiger be liable for the expenses of said real property and the Conmitinity Association shall then be liable for the expenses of said real property from the date thereof. Section 6.03. Exercise of Development Rights. The Declaratt shall exercise any of its rights tinder this Article VI iii accordance with 27A V.S.A. §2410, unless the same may be amended or repealed, in which case the Declarant may exercise its rights iiiider this Article VI in any nlatltier allowed by Vermont law at that time. Sectloa 6.04. Traiisfer of Development Rights. The Declarant may transfer Its rights contaiiied iii this Article VI in accordance With 27A V.S.A. §3-104, finless the same may be amended or repented, ill Which case the DeclaraIt may exercise its rights tinder this Article VI iil any inaimer allowed by Veneiotlt law at that time. ARTICLE VII ALLOCATED lNT1?R I?S`I'S Section 7.01. Allocated Interests. The undivided interest ("Percentage Interest") in Commoil Elements, atid the perectetage of liability for Common Expetises allocated to each Lot atul Condolniilitme Unit, are calculated in accordaticc with the formula described in Section 7.02 below. 13y accepting atld rccorditlg a (teed to a Lot or Condoln►ilitim Ulllt, the Owner of the Lot or Cotidoinitiium Ullit acknowledges and agrees to the Percentage Interest assigned to that Lot or Coildomitihim Unit, and also agrees that the creation of new Lots and Condominium Units Will chatlge their proportimiate Percentage Interest iil the Cotmllotl Elements and the Percentage Interest of liability for Common Expenses allocated to Cacti Lot or Condominium Unit, and hereby accepts (lie same. Section 7.02. Formula for Percentage Interests. Pursuant to the Act, the allocated Percentage Interests of all Lots and Condoiniiiillill Units lutist total one hundred percent (100%). Siiice South Village will be coilstrticted in at least three (3) or more phases and/or sub -pleases over time, all of the Percentages Interests cannot be allocated simultaneously. Therefore, as each Lot or CondoI11inium Unit is completed, a Percentage Interest in the Platitied Coneintmity shall be allocated to that Lot or Condolniiliilin Unit, such that the total of all of the Lots and Condominium Units then existing plus the new Lots or Cndoneiieiiiiil Units under active COIIStrtiCttoll widilil a please or sub -phase sleall total one litttedred percent (100%). As a new Lot or Condominium Ullit Is completed, the Percentage Interests allocated to the then existing Lots and Condominium Units sleall be adjusted accordingly. The Percentage Interest allocated to cacti Lot and Condominium Unit shall be fixed by the Declarant. The determination by the Declarant may not discriminate iil favor of Lots or Condominium Units owned by the Declarant. At least atlntially, the Association Shall send written notice to all Owners as to the change, if any, in the Percentage Interest for cacti Lot and Condominium Unit. Section 7.03. Reallocation of Percentage Interest Afler More Lots and Condominium Utlits Added. As set forth in Section 7.01 acid 7.02 above, as new Lots and Condominium Units 12 May 9, 2008 are completed and added to the Planned Community, the Percentage Interests allocated to the then existing Lots and Condominium Units shall be adjusted. The Declarant shall allocate a Percentage Interest to (lie new Lots and Condominium Units in accordance with Section 7.02 above. Section 7.04. Common Assessments for Condominium Units. The Compton Expense assessed against it Condominium Unit in South Village shall be in addition to a separate assessmetit for (lie common expenses ol'the Condominium. ARTICLE VIII RESTRICTIONS ON ALIENATION & RESALE OF LOTS AND CONDOMINIUM UNITS Section 4.01. Price Restrictions. If the resale price of any Lot or Condominium Unit is restricted by the permits and approvals for South Village or by local ordinance or regulation or by covenant or restriction contained in the chain of title for ,the Lot or Condominium Unit, the Owner may not sell or otherwise convey an interest in the Lot or Condominium Unit for Consideration its excess of said restriction(s). Section 8.02 Resale [Zestrictions. Each Lot anti Condominium Unit shall have the benc[it of and be subject to all of the conditions, terms and provisions of this Declaration, the Bylaws of the Community Association, the rules and regulations of the Associations and any amendments thereto and the same shall run with the title to each Lot and Condominium Unit. Furthermore, it Lot or Coadoininitim Unit may not be conveyed pursuant to it time-sharing arrangement described in Section 1-103(29) of the Act. Section 8.03, Leasing Restrictions. (a) Other than the School or Community Use Lot Owner and Farm Lot Owner, no Lot or Condominium Unit Owner Shall lease a Lot or Condominium Unit or portion thereof other than on a written form of lease approved by the Conimunity Association, requiring the lessee to Comply with the Declaration, the Bylaws and the Rules and Regulations of the Community Association, as the same may be amended from time to time, and providing further that failure to comply with the same constitutes a default tinder the lease. The Community Association shall be given prior writteil notice of any rentals of a Lot or Condominium Unit. Lot and Condominium Unit Owners may not lease any Lot or Condominium Unit for less than a six (6) month terns. No Lot or Condominium Unit is to be leased or occupied by more than two (2) unrelated persons at any one time. No portion of any Lot or Condominium Unit other than the entire Lot or Condominium Unit shall be lensed for any period. (b) The Lot or Condominium Unit Owner shall be responsible for any damage, destruction or misuse of the Common Elcnlcnts or Limited Common Elements by the tenant, sub- tenant ot'their permitted occtipatits of that Lot or Condominium Unit. (c) If it tenant of a Lot or Condominium Unit Owner violates the provisions of the Declaration, this Amendment, the Bylaws or the Rules and Regulations of the Community Association, in addition to exercising its right in accord with subparagraph (b) above, the Community Association may; 11 May 9, 2008 (i) after giving notice to (lie tenant and the Lot or Condominium UIlit Owner and fill opportunity for the Sallie to be heard, levy reasonable fides against the tenant for violations; (ii) enforce any other rights against the tenant fior the violation which the Lot or Condominium Unit Owner as landlord could lawfully have exercised directly against the Lot or Condominium Unit Owner, or both. Section 8.04. South Village Stewardship Fund; Resale of Lots and Condominium Units. Declarant hereby establishes a South Village Stewardship Fund (Stewardship Fund). The purposes of the Stewardship Fund areas follows: (a) To support on-si(c agriculture, ecological restoration, wildlife protection, and the manageIllent and maintenance of open and conservation lands, including the goals of the Community Land Management Plan (Schedule D); (b) To support on -site environmental education, and education and cultural programs generally that serve and enrich file residents and neighbors of South Village; (e) To support related activities which are consistent with the community goals of South Village as determined by the trustees or managers of the Stewardship Fund or Funds. As a condition of any bona tide sale or resale of a Lot or Condominium Unit in South Village, one half of one percent (.S%) of the Base Purchase Price of (Ile Lot or Condominium Unit, (prior to and exclusive of any upgrades, closing offsets, reductions or apportionments), shall be paid by the seller into a dedicated Stewardship Fund(s), to be used solely for community stewardship purposes as described above. 'filese conditions and coveIants ruin with (lie land and shall apply to all sales of Lots and Condominium Unit,,. All deeds of conveyance shall reference this Article and Section 8.04. A failure to abide by these covenants and conditions shall create a hell against the Lot or Condominiums Unit in favor of the Association, acting oil behalf of the Stewardship Fund, in the amount of the required contribution. The Association, or its designee, may exercise all of the rights of tile Association for the collection of Common Expenses from the Property Owner provided in Article XVIII of this Declaration, including, but not limited to, a collectionaction or foreclosure. ARTICLE IX APPURTENANT EASEMENTS AND LICENSES Section 9.01. Appurtenant Easements and Licenses. 'file casements and licenses appurtenant to and those included ill South Village are set forth oil Exhibit A, attached hereto and made a part hereof, which may be amended from time to time pursuant to Declarant's exercise of its rights hereunder. ARTICLE X RELOCATION OF BOUNDARIES BETWEEN LOTS AND CONDOMINIUM UNITS Section 10.01. Relocation of Boundaries and Expenses. Ill the event the Owner or Owners of a Lot or Condominium UIlit apply to the Board of Directors to relocate the boundary of a Lot or Condominium Unit pursuant to 27A V.S.A. §2-1 12, and the Board determines, in its sole discretion, that that the relocation of the boundary is reasonable, all costs, including 14 stay 9, 2008 attorneys fees and recording fees, shall be paid by the Owner or Owners that requested (lie boundary relocation. ARTICLE X1 SUBDIVISION Or LOTS AND CONDOMMUM UNITS Section 11.01. Dcclarant'S Right to Subdivide Lots and Condominium Units. The Declarant reserves an absolute right to, in Its sole discretion, subdivide any Lot or Condominium Unit in South Village prior to the conveyance of title to said Lot or CondonUniiiiii Utiit to a bonafide third party purchaser. Section 11.02. Owner's Right to Subdivide Lots or Condominium Units. Except as set forth in Section 11.01 above, no Lot or Condoinintum Unit may be subdivided without the approval of eighty-five (85%) of the owners of the Lots and Condominium Units within South Village and upon receipt of all local and state approvals to accomplish the same. Any and all costs associated with subdividing a Lot or Condominium Unit shall be borne by the owner of said Lot or CondomiIliuIii Unit, including but not limited to Community Association attonicy's fees and all recording fees. ARTICLE XII AMENDMEN`i' OI- DECLARATION Section 12.01. Amendment and Vote Needed. With the exception of amendments by the Declaratt pursuant to Sections £.01, 6.02, 6.03, 6.04, 7.01, 7.02, 7.03, and 11.01 of this Declaration, (which the Declarant nlay atliend at its sole discretion, and without any approval of Owners or Associations) this Declaration, including the Plats and Plans, may be amended only by vote or agreement of owners of Lots ,And Coll{lottlttlittili Units to which at least seventy -live percent (75%) of the votes in the Community Association are allocated. Section 12.02. Effective Upon Recording. An amendment to this Declaration properly adopted pursuant to Section 12.01 above shall not be effective unless and until recorded in the City of South Burlington Land Records. Section 12.03. Amending Declarant's Rights. Notwithstanding the provisions of Section 12.01 above, the Declarant's rights set forth in Article VI of this Declaration may not be amended without (lie consent of the Declaratt. ARTICLI; XIII TERMINATION OF COMMON INTEREST COMMUNITY Section 13.01. Vote Needed to Terminate. Except III the case of taking of all of the Lots and Condominium Units by eminent Clolllain, the Mantled Community flay only be ternihiatcd by agreement and vote of one huIidred percent (100%) of the Lot and Condo minitini Unit Owner.-, to terIilinate. Isi May 9, 2008 ARTICLE X1V RIGHTS Or WAY AND UTILITIES Section 14,01. Rights of Way mid Utilities. Declarant does hereby establish and create for the benefit of the Property, and does hereby grant, give, and convey to each and every individual or entity hereinafter owning any Lot or Condominium Unit on the Property, the following non-exclusive easements, licenses, rights,"Id privileges: (a) Right of way for ingress and egress, by vehicle Or On foot, in, to, upon, over, and under the roadways, parking areas and pates, now or hereafter to be constructed or established on the Property, for all purposes for which roadways and paths are cotllmonly used, including the transportation of construction materials for use by the Declarant, unless terminated by the Declarant. (b) Right to connect with, make use of and, if necessary, to maintain, repair, and replace underground utility lilies, pipes, conduits, sewer and drainage lilies, which may from time to time be in or along the roads or in other areas of the Property; provided that all damage caused by the exercise of such right is promptly repaired, including, without limitation, the restoration of all surface areas to their- condition immediately prior to such exercise- (c) The easements, licenses, rights, and privileges, established and created by this section shall be for the benefit of and restricted solely to the Declarant atld Owners froill tulle to tithe of Lots and Condominium Units ill South Village, their tenants and guests, who have the legal right to occupy said Dots and Condonlirlitull Units. furthermore the Owners' caseillents, licenses, rights and privileges ill any roadway, right of way, pathway or parking area hereunder shall be subordinate to the interests of the City of South Burlington in the event that any of the same are dedicated to the City of South Burlington. (d) Each purchaser of a Lot or Condominium Unit takes title subject to all rights of way, permits, conditions, covenants, approvals, restrictions and casements of record, and/or lines, poles, wires, guys, pipes, and valves already ill place (underground or overhead), for water, sewer, electricity, telephone and cable TV. (c) Each purchaser of a Lot or Condominium Unit takes title subject to all drainage swales, culverts and lilies running over, under, or across the Property. (0 Until such tine -its the roads, water lilies and sewer system are taken over by the City of South Burlington, they shall be maintained, repaired, and matiaged by the Coinlllltnity Association. ARTICLE XV DESIGN REVIEW Section 15.01. South Village Community Design Committee. (a) The Declarant hereby establishes the South Village Colllllluility Design Committee ("SVCDC") for the Property. 16 klay 9, 2008 (b) '['lie SVCDC will consist of three (3) members, one member designated Cilalrlliall and one as Secretary. The Declarant shall appoint (lie initial members of (lie SVCDC, and lentil the Declarant or its successors and assigns has completed construction of (lie entire South Village project oil the Property, Declarant shall have the right to rciicw (lie terms of those members. Upon completion of the South Village project on tie Property, all three (3) members may be appointed by the Community Association. (c) All of the Property described herein shall be subject to the architectural controls and conditions described in this Declaration, including but not limited to the School or Community Use Lot and the Farm Lot. (d) Excepting the Declarant, no building, fence, wall, liedge, tree or other structure shall be commenced, erected, or maintaiIied upon any Lot, or any part thereof, nor sliall any exterior addition to, or change or alteration therein (including exterior finish oi' trim), be made to any building, structure or other improvement oil any Lot until the plans and specifications shoving the nature, Kind, shape, color, height, materials, and locution of the same sliall have been submitted and approved in writing by (he SVCDC. In the event the SVCDC fails to approve or disapprove such design and locatioih within thirty (30) days inner said plans and specifications are submitted to it, approval will not be required, and this section will be deemed to have been fthlly complied with. (e) Tile Committee shall lhlect llpoti call by the Chairman, and in his/her absence, upon call by the Chairman 1'i'o 'real, who shall be so designated by the Cliairman. Committee meeting to be at time and place convenictlt to it I1IajoI'ity of the members. A quortim shall consist of all three members, and a quorlim sliall be necessary to carry out flltictions of (lie Collinlittee. (f) Excepting the Declarant, no sign may be erected, installed, or placed anywhere on the Property, or on any building or other structure thereon, unless the shape, size, material, color, wordiing, and design of said sign has been submitted to and approved by the SVCDC in writing in accordance with this Section 15.01, and the sign is in compliance with all federal, state and local ordinances and regulations. (g} If, in the reasonable opinion of the SVCDC, the landscaping of a Lot or Condominium Unit anal/or exterior appearance of a building or other structure on a Lot, or a Condominium Unit is not being maintained in a reasonable manner, and such lack of Illa'inteilance or repair is visible to other owners within South Village or visible to the general public, the SVCDC shall have the right, upon 30 days written notice to the offending owner(s), to have the maintenance or repair performed by the Community Association. If the owner(s) fails to carry out the repair or maintenance in a timely manner, the cost of said maintenance or repair 17 May 9, 2008 shall be deemed a duly authorized and voted upon "supplemental assessment" and Itch against (lie Lot or Condominitinl Unit. ARTICLE XVI ME-MBERSHIP AND VOTING RIGHTS Section 16.01, Mcnlbership. If completed as currently contemplated, the Community Association shall liave three hundred thirty four (334) memberships, The Declarant shall initially hold all three hundred thirty four (334) mcnlberships. As Declarant conveys a Lot or Condominium Unit oil the Property, the purchaser of that Lot or Condominium Unit shall automatically acquire the corresponding mcmberships of that Lot or Condominium Unit in the Community Association,and the number of Illemberships in the Community Association held by Declarant shall be reduced accordingly. Lot and Condominium Unit Owners acknowledge alxl agree by acceptance of a deed to a Lot or Condominium Unit that a membership Is not the equivalent of a Percentage interest Iillocation tinder Article V1I of this Declaration and that although each Lot and Condominium Unit Owner will be granted one (1) membership hi. the Planned Coninitmity, the undivided Percentage Interests of the Common Elements and the liability for Common Expenses will vary and be based upon the Percentage Interest allocated to the Lot or Condominium Unit as designated by the Declarant in accordance with Article VII of this Declaration. Section 16.02. Voting Rights. The Community Association sllalI have one (I) class of voting nicnlbership. Members in tllc Community Association shall be entitled to one (1) vote for each membership. When more thall one pcl'SoIi holds an interest in any Lot or Condominium Unit, that Lot or Condominium Unit shall still only have one (1) vote and the owners of the Lot or Condominium Unit trust designate oiic owlier to cast the vote oil behalf of the Lot or Condominium Unit, ARTICLE XVII COMMUNITY ASSOCIATION PURPOSE Section 17.01. Purpose. Tlie purpose of the Community Association is to repair, maintain, replace, and otherwise care for, insure and manage the Common Elements to be developcd by Declarant and to be deeded to the Community Association for the benefit of its Members, iIi addition to the rights of (lie Community Association. The Association is also responsible for certain snow removal and lawn slowing ditties oil individual Lots pursuant to Section 5.03. Except for future devclopment rights, easements, and rights of way reserved by Declarant said Common Elements shall be tised exclusively by the Owners of the Lots and Condominium Units ill South Village, and by dicir tenants, invitees, guests and employees. AWNCLE XVIII COVENANT FOR MAINTENANCE ASSESSMENTS Section 18.01. Creation of the Licit and Personal Obligation of Assessments. The Declarant, for each Lot or Condominium Unit owned on the Property, hereby covenants, and each Owner of any Lot or Condominium Unit by acceptance of a deed therefor, whether or not it shall be so expressed in such deed, is deemed to covenant and agree to pay to the Community f8 May 9, 2008 Association: (it) annual assessments or charges, and (b) special or supplemental assessments for operating expenses and capital improvenhents, inept{ling all expenses needed for Coninlon Area, resource conservation and conservation costs, such assessments to be established and collected as llereinaf1cr provided. The annual and special or supplemental assessments, together Willi interest, costs and reasonable attorneys' fees, shall be a charge oil the laird and shall be a continuing lien upon the Lot or Condominium Unit against which each such assessment is made. Each such assessment, together Willi interest, costs, and reasonable attorneys' fees, shall also be the personal obligation of the person or entity who was the Owner of such property at the tittle when the assessment fell due, lit it voluntary conveyance, the grantee of the Lot or Condominium Unit shall be jointly and severally liable with the grantor of said Lot or Condominium Unit for all unpaid assessments against the bitter for his/her share of the common expenses up to (lie time of the grant or conveyance, without prejudice to the grantee's right to recover from the grantor the amounts paid by the grantee therefore. However, any such grantee shall be entitled to a statement from (lie manager or Board of Directors of the Community Association, setting forth the amount of the unpaid assessments against file grantor and the ,grantee shall not be liable for, nor sliall the Lot or Condominium Unit conveyed be subject to it lien for, any unpaid assessments against the grantor in excess of the amount therein set forth. Section 18.02.. Purpose of Assessments. The assessments levied by tine Community Association shall be used exclusively for (lie repair, replacement, maintenance, insurance and operation of the Coninton Elements, in addition to the other rights of the Community Association under this Declaration, and the payment of real estate taxes and other municipal assessments upon the CommoIi Elements. f Section 18.03. Budget cult] Annual and Supplemental Assessment. The Board of Directors may fix the annual budget of the Community Association. Tile Board of Directors shall within thirty (30) days after the adoption of the budget send a written suntnlary of the Midget to all owners of Lots and Condominium Units in the Planned Community and a meeting of the Lot and Condominium Unit Owners shall be Relit within fourteen (14) flays of receiving the mailing of file written summary to ratify tlhe budget. The budget shall be ratified at the meeting unless sixty -sever (67%) of the Lot and Condominium Unit Owners reject tile budget at said meeting. The budget adopted by the Board shall bean amount determined by it necessary to pay any and all of the costs and expenses of the Community Association. If during any fiscal year the Board of Directors determines that file annual assessments to Lot and Condominium Unit Owners for that year are less than operating expenses actually incurred or likely to be incurred, the Board may adopt a supplemental budget. Said supplemental budget shall be adopted and ratified in the sanic manner as the initial budget for that year. Upon the ratification of the supplemental Midget, the Board may assess the Lot or Condominium Unit Owners a supplemental oI• special assessment for the additional sums stated in the supplemental budget. Section 18.04. Special Assessments for Capital Improvements. In addition to the annual assessments and supplemental assessments authorized above, the Community Association may levy a capital assessment covering it period either longer or shorter than the year in which it is voted for the purpose of paying (lie costs of construction, reconstruction, adding to, replacing, or otherlvise improving a capital improvement upon the Community Association property (including fixtures and personal property) provided that same is duly adopted by the Members at any annual or special meeting called far the purpose and that at least sixty-seven percent (67%) 19 ivlay 9, 2008 of the Owners in the Community Association at the time approve such capital assessment. Such a capital assessment shall be payable in accordance with the resolution authorizing the same. Section 18.05. Rates of Assessment. Both annual and special or stupplenicntal assessments shall be fixed for all Lots acid Condominium Units using the following formula, and may be collected on a monthly basis: The Percentage Interest in (lie Planned Community for each Lot or Condominium Unit multiplied by the total annual or special assessment equals the share assessed to that Lot or Condominium Unit. The Community Association shall keep reasonable and accurate records to properly and fairly allocate the Common .Expenses between Owners. The Farm Lot shall not be subject to the regular annual or supplemental assessments applicable to other Lots and Condominium Units. However, the Farm Lot will be required to pay for utility services directly used by the Farm Lot, and to pay for construction and maiiltenance costs associated with buildings, fumes, other structures and farni operations at the Farm Lot. Any assessments made against the Farm Lot and the uses thereon shall be determined and levied by the Board of Directors of the Community Association. The School or Commuunity Use Lot shall not be subject to regular annual or supplemental assessments applicable to other Lots and Condominium Units. However, the School or ' Community Use Lot will be required to pay reasonable assessments for (lie cost of maintenance and repair of the roads, parking and infrastructure serviIlgs the buildings) located thereon, as determined by the Board of Directors of the Community Association. Section 18.06. Date of Commencement of Annual Assessments; Due Dates. Each Lot and Condominium Unit Owner will be responsible for paying assessments mid dues on a prorated basis for the remainder of (lie calendar year iin which each Lot aInl Condomiiiiiiinl Unit is transferred. In addition, (lie annual assessment provided for herein shall commence as to any Lot or Conndominium Unlit which is completed and ready for occupancy on the first day of January in each year. The Board of Directors shall fix the anlouunt of the annual assessment against each Lot or Condominium Unit at least thirty (30) days in advance of each annual assessment. Written notice of the annual assessment shall be sent to every Owner subject thereto. The due date shall be the first day of each mouth unless otherwise established by the Board of Directors. The Comnztmity Association shall, upon demand, and for a reasonable charge, furnish a Certificate, signed by an officer of the Community Association, setting forth whether the assessments of a specified Lot of CondoIliinium Unit have been paid; notwithstanding the foregoing, the Community Association shall fturnish such a certificate tipon written request of any mortgagee and shrill not charge a fee or premium to any mortgagee for the furnishings of such certificate. A properly executed Certificate of the Community Association as to the status of assessments on a Lot of CondoIliinium Unit must be sent within ten (10) business days of receipt of the request and is binding upon the Community Association, the Board and every other Owner as of the date of its issuance. 20 May 9, 2008 Section 18.07. Effect of Nonpayment of Assessments; Remedies of the Association. If Ff`�= all Owner fails to pay any assessment when it is due, the delingucilt amount shall accrue interest from the due date instil the (late payinent is made at eighteen percent (18%) per atltitinl or at the lligliest legal rate of interest allowed, whichever is less, and further, in the event collection is required, the Owner shall, in addition to interest, be responsible for any attorneys' fees or costs in colltlectiotl with the collection of same, inchl(litlg the cost of foreclosure, if necessary. The Comnittnity Association may bring -,in actioii at law against the Owilcr personally obligated to flay the Sallie, or foreclose the lied again.( the Lot or Coil(lonlinitilll Unit. No Owner may waive or otherwise escape liability for the assessnleiits provided for herein by ilon-use, of the Common lslements or abandonment of sits/her Lot or Coudomiiiiiiin Unit. Sectioii 18.08. Subordinatioti of tile Licit to Mortgages and Coildonliililitll. Tile lien for the assessments provided for lierein shall be subordinate to the lien of any first mortgage and to tile licii of any Condominium Association on (lie Property. Sale or tratisfer of any Lot or Coildoillinium Unit shall not affect tile ,issessiliellt lien. However, (lie sale or transfer of any Lot of Condominium Unit pursuant to mortgage foreclosure, or any proceeding ill llcu thereof, shall extiliguish the lien for such assessments as to payments which became dtic prior to such sale or transfer, and the stattis of assessments oil a Lot of Condominium Uilit is binding upoil the Conimuiiity Association as of the date of its isstiance. 'file unpaid share of common expenses or ,assessments shall be considered cominon expenses collectible from all of the Lot or Condominium Unit owners includitlg the acquirer, leis/her successors and assigns. Sectioil 18.09. Assessments and/or Charges for Future Development by Declarant. -� Notwithstanding any provisions iii Section 18.01 through Section 18.09 to the contrary, no anllual assessments or charges or special or supplemental assessinen(s shall be used by the Coi uiluility Association in coilllcctioll with futtire development oil tile Property by the Declarant, of to pay for any repairs of recolistrtiction necessitated by fliture (levelopincrit of the Declanult. ARTICLE xIX SUB -ASSOCIATIONS Sectioil I9A1. Sub -Associations and Organizations. In addition to the Declarattt's other rights contained iIl this Declaration, (lie Declarant hereby reserves the right to create Sub - Associations within the Planncd Colllmtinity to govern the intil(i-fatllily Condominium buildhigS that are currently approved and contemplated by the Declarant as part of tile Planned Community. The Sub-Associatioiis, and all Coiidonlitliliill Unit Owners therein, shall have the beilefit of and be subject to all of file conditions, terins and provisions of this Declaration, the Bylaws of the Community Association, the Miles and regulations of the Associations and any amendments thereto. ARTICLE Xx COMMUNITY LAND MANAGEMENT PLAN Section 20.01. Coninumity Land Matiagctllent Plan. The terms, provisions, conditions, tom. covetiatlts and restrictions contained ii1 that certain laud management plats entitled "Sothis Village, South Burlington, Vermont, Coninitmity Land Management Plan" dated November 21 May 9, 2005 2004 and revised February S, 2005, October 13, 2005 and May 9, 2006, a copy of which is { attached hereto as Exhibit D ("Conlnitini(y Land Management Plan", which May be nlodifief by the Declarant on a going forward basis), is hereby incorporated by reference and made a Dart of this Declaration. 1`tirthernlore, the conditions and restrictions contained in the Land Management Plan shall rial with Property and each Lot and Condotllinitilll Unit shall be conveyed subject to and with the benefit of the conditions and restrictions of the Land Management Plan. ARTICLE X�l MISCELLANEOUS PROVISIONS Section 21.01. 'Towel & State Approvals & Permits. 'I'lle Community Association, and all Lot and Condominitinl Unit Owners therein, have the benefit of and are subject to all of the conditions, terms and provisions of (lie Development Agreement and permits and approvals from the City of South l3tirlillgton and the State of Verillont, and any aillendmcilts thereto, including, but limited to everything described in EXHIBIT A, DESCRIPTION OF LANDS AND PREMISES, COVENANTS, RESTRICTIONS, EASEMENTS, PERMITS AND APPROVALS attached hereto and Inade a part hereof by refcrence. Reference is expressly made to the conditions and restrictions concerning two archeologically sensitive areas described in Land Use Permit 114C1160R-1, and shown on Exhibit F attached hereto. Conditions 11 29 through 1137 of said permit regliire the two archeologically sensitive areas to be icleiititiecl, platted, alai proteeted by bliffer areas. In addition, the permit prohibits any disturbance of tale ground within these areas, rcntiires permanent markers ("no ground disturbance permi(ted" and "archeologically sensitive areas- No ground disturbance permitted"), and exclusionary fences to protect the areas during any colistl'tictioil activity near the sites. The Conlnitinity Association and the Lot and Condominitlill Unit Owners have in ongoing obligation to ensure coillpliance With all applicable laws, regiilatlons and permit regtnrenlents, including those listed above. Section 21.02. Eliforcenlent. The Declarant, the Colnnlunity Association or any Owner shall have the right to enforce, by any proceeding at law or in equity, all restrictions, conditions, covenants, reservations, liens, and charges now or hereafter imposed by the provisiolis of this Declaration. Failtire by the Declarant, the Con1i11tinity Association or by any Owner to enforce any covenant or restriction herein contained shall ill no event be deemed a Waiver of the right to do so thereafter. In addition, if (ale violation of the covenant, restriction, or condition is also a violation of any state or local permit or approval, the applicable governmental body shall have the right to enforce any stick condition or restriction. These rights to enforce specifically include the rights of the Declarant and the Community Associationl to require that each Owner maintain its Condoillinitan Unit and/or Lot in good repair and in a neat and well Kept state, including btit not limited to maintenance and repair of all roofing, siding, fencing, landscaping, paintiIlg, exterior openings, porches and decks. Nothing in this provision is intended to replace or limit the authority of the South Village Colnluunity Design Committee, as set forth above. 22 May 9, 2008 Section 21.03. Invalidity. If any provision of this Declaration is held invalid, the invalidity thereof shall not affect any provisions of this Declaration which can be given effect without the invalid provisions, and to this end the provisions of this Declaration are severable. Section 21.04. Waiver. No provision of this Declaration shall be decined to have been halved by reason of any failure to enforce, regardless of the occurrence of violations or breaches from time to time. Section 21.05. Acceptance of Title. The Community Association shall accept the legal title by deed of the Common Elements from Declarant when it conveys (lie same to the Community Association oil or before the completion of construction on the Property by Declarant, its successors or assigns, provided that title to the Common Elements at the time of such conveyance is free from liens or encumbrances, causing title to be unmarketable. This conveyance by Declarant, its successors or assigns shall be subject to all rights of way, easements, restrictions, covenants, permits, approvals, licenses, leases and conditions of record. Section 21.06. Capitalized 'Perms. Except as otherwise set forth ill Article I, all capitalized terms used In this Dechiration shall have the definitions provided ill the Act. Section 21.07. Headings. The headings in this Declaration are for purposes of reference only and shall not limit or otherwise affect the meaning hereof. i� ITNESS WHE EOF, the Declarant has caused this Declaration to be executed on till, d<l of y 2008. By: s UTH VI LAGS I U 'PIES, LLC, a erlliont IllitC company By: -.. Its duly authorized agent STATE OF VERMONT CHITTENDEN COUNTY, SS. At LGc � , ill said County, this S clay of , 2008, personally appeared Ds ld Sclleucr, the duly antlloi•ized agent of SouthVillage Communities, LLC, and Ile acknowledged this instrument, by him, to be his/her fire and deed a its duly authorized agent and the free act and deed of South Village Coilli1111n' les, LI,C., Before nme Notary Public 23 May 9, 2008 EXHIBIT A DESCRIPTION OF LANDS AND PREMISES, COVENANTS, RESTRICTIONS, EASEMENTS, PERMITS AND APPROVALS Being a parcel of land containing approximately 226.79 acres, more or less, situated on the easterly side of Spear Street in South Burlington and Shelburne, Vermont, and being all and (lie same land and Premises conveyed to South Village Communities, LLC by Warranty Deed from Paul R. Calkins, dated November 29, 2007, and recorded in Vol time 801, Pages 465-466 of the City of South Burlington Land Records, and in Volume 3,18, Pages 416-417 of the Town of Shelburne Land Records. Being also all and the same land and premises conveyed to Patti It. Calkins by Warranty Deed of Patti R. Calkins, Trustee of the Downing -Calkins Revocable Trust, dated December 2, 1997 and recorded on December 12, 1997 in Volume 419, Pages 454455 of the South Burlington Land Records, and Volume 210, Pages 106-107 of the Town of Shelburne Land Records, and being more particularly described therein as follows: "Being all of those sanic landsand premises conveyed to (lie Grantor herein, Patti R. Calkins, Trustee of the D0WNiNG - CALKINS REVOCABLE: TRUST dated September 1, 1984, by the Warranty Deed of Harley D. Downing and Rena A. Calkins, dated September I, 1984 and recorded in Book 209 at Pages 68-69 of the South Burlington Lmid lZecords, and in Book 87 at Pages 350-351 of the Shelburne Land Records, wherein said lands and premises are more particularly described as follows: 1113cing certain premises consisting of 242 acres (sic), more or less, with the buildings and improvements thereon and the contents therein, located on the easterly side of Spear Street, so- called, and being all of those same lands and premises conveyed to the Grantors herein, Harley D. Downing and Rena E. Calkins, by Warranty Deed of Sand Duties Realty Corporation dated aNlay 17, 1945 and recorded in Book 20 at Page 55 of (lie South Burlington Land Records and also recorded in the Shelburne Land Records and being all of those same Binds and Premises conveyed to Sand Dunes Realty Corporation by deed of Rachel S. Fuller, Executrix, by deed dated September 17, 1943 and recorded in Book 18 at Pages 109-111 of the South Burlington Land Records, and in Book 28 at Pages 557-559 of (lie Miscellaneous Records of the Town of Shelburne." Reference is hereby made to (lie aforementioned deeds and their records, and to all Prior deeds and their records, for a further and more complete description of the Binds and Premises lici'eill conveyed. The land and Premises described herein are further shown and depicted on a series of Plats and Plans prepared by Civil Engineering Associates, Inc., recorded in the City of South Burlington Land Records, including those entitled "Phase I Subdivision Plat, Master Plat Plan, Master Plan Phasing, Master Plan Phasing North, Master Plan Phasing South, Master Plan { Phasing East, and recorded in Mal} Slide 503, Pages 3, 4, 5, and 6, in Map Slide 504, Pages 24 May 9, 2008 1,and 2, in Map Slide 506, Pages 4 and 5, and (lie most recent revision in Map Slide 514, Page of the City of South Burlington Land Records. The land and premises are subject to and have the benefit of the casements, rights of way, covenants, restrictions, permits, approvals, conditions, regulations, rules and encumbrances of record, including the following, all as may be revised, updated or replaced from time -to -time. 1, EASEMENTS AND RIGHTS OF WAY: a) Easements and rights granted to Verniont Electric Power Company, Inc. as described in the Findings and Order of the State of Vermont Public Service Board elated December 30, 1976 in Elie niatm, Vermont Electric Power ContpanJ, Inc. v. Rena E, Calkins and Marley D. Downing, Dockct No. 3828, recorded on January 11, 1977 in Volume 131, Page 19 of the City of South Burlington Land Records, and as described in the Supplemental Findings and Order of the Verniont Public Service Board in the said matter dated January 4, 1977 and recorded on January 11, 1977 in Volume 131, Page 31 of the aforesaid Land Records; b) Easement Heed of Paul R. Calkins to Green Mountain Power Corporation and Verizon Telephone Company dated December 6, 2001 acid recorded in Volume 531, Page 267 of the aforesaid Land Records. e) Easements and rights of way shown and depicted on (lie fallowing plans of record: i) "ivlaster Plat Plan, South Village, Spear Strect and Allen Road, South Burlington, VT," Drawing Number S 1.0, prepared by Civil Engineering Associates, Ine., dated August, 2004, last revised June 1, 2005 and recorded on June 8, 2005 in Map Slide 456, Page 5 of the aforesaid Land Records; ii) "Master Plan Phasing;, South Village, Spear Street and Alien Road, South Burlington, VT," Drawing; Number S1.1, prepared by Civil Engineering Associates, Inc., dated Jime, 2004, last revised June 1, 2005 and recorded on June 8, 2005 in Mali Slide 456, Page 6 of the aforesaid Land Records; iii) "Master Plat Plan, South Village, Spear Street and Allen Road, South Burlington, VT," Drawing Number S 1.0, prepared by Civil Engineering Associates, Inc., dated August, 2004, last revised June 1, 2005 and recorded on September 21, 2005 in Map Slide 461, Page 6 of the aforesaid Land Records; iv) "Master Plan Phasiiig, South Village, Spear Street and Allen Road, South Burlington, VT," Drawing Number S 1. 1, prepared by Civil Engineering Associates, Inc,, dated Julie, 2004, last revised June 1, 2005 and recorded on September 21, 2005 in Map Slide 462, Page I of the aforesaid Land Records; 25 May 9, 2008 v) "Master flat Platt, South Village, Spear Street and Allen Road, South Burlington, VT," Drawing Number S 1.0, prepared by Civil Engineering Associates, Inc., dated August, 2004, last revised June 1, 2005 and recorded on August 17, 2005 in Mal) Slide 464, Page l of the aforesaid Land Records; vi) "Master flan I'h-►sing, South Village, Spear Street and Allen Road, South Burlington, V'C," Drawing Number S 1. 1, prepared by Civil Engineering Associates, Inc., dated June, 2004, last revised June 1, 2005 and recorded on October 19, 2005 in Map Slide 464, Page 2 of the aforesaid Land Records; vii) "Phase I Subdivision Plat, South Village, Spear Street and Allen Road, South Burlington, VT," Drawing Number S 1.3, prepared by Civil Engineering Associates, hic., dated July, 2004, last revised August 8, 2007 and recorded oil August 10, 2007 in Map Slide 503, Page 3 of the aforesaid Land Itecords; viii) "Master Plat I'lan, South Village, Spear Street and Allen Road, South Burlington, VT," Drawing Number S 1.0, prepared by Civil Engineering Associates, Inc., dated August, 2004, lust revised August 7, 2007 and recorded on A►igust 10, 2007 in Map Slide 503, Page 4 of the aforesaid Land Records; ix) "Master Plan Phasing, South Village, Spear Street and Allen Road, South Burlington, V`1'," Drawing Number S 1. [, prepare([ by Civil Engineering Associates, [tic., dated June, 2004, last revised August 7, 2007 and recorded on August 10, 2007 in Map Slide 503, Page 5 of the aforesaid Land Records; x) "Master flan Phasing North, South Village, Spear Street and Alien Road, South Burlington, VI'," Drawing Number S1.2, prepared by Civil Engineering Associates, file., dated August, 2004, last revised August 7, 2007 and recorded oil August 10, 2007 in Map Slide 503, Page 6 of the aforesaid Land Records; xi) "Master Plan Phasing South, South Village, Spear Street and Allen Road, South Burlington, V'F," Drawing Number S1.3, prepared by Civil Engineering Associates, Inc., dated August, 2004, last revised August 7, 2007 and recorded on August 10, 2007 in Map Slide 504, Page 1 of the aforesaid Land Records; xii) "Master Plan Phasing East, South Village, Spear Street and Allen Road, South Burlington, VT," Drawing Number S1.4, prepared by Civil Engineering Associates, Inc., dated August, 2004, last revised August 7, 2007 and recorded oil August 10, 2007 in Map Slide 504, Page 2 of the 26 May 9, 2008 aforesaid Land Records; xiii) "Please I Subdivision Plat, South Village, Spear Street and Allen Itoad, South Burlington, VT," Drawing Number S 1.3A, prepared by Civil Engineering Associates, life., dated July, 2004, last revised May 16, 2007 and recorded on October 15, 2007 in '1\fap Slide 506, Page 5 of the aforesaid Land Records; and xiv) "Phase I Subdivision Plat, South Village, Spear Strect and Allen Road, South Burling(on, VT," Drawing Number S 1.313, prepared by Civil Engineering Associates, lite., dated July, 2004, last revised May 16, 2007 and recorded on October 15, 2007 in Mal? Slide 506, Page 4 of the aforesaid Land Records. xv) "South Village Southwest Water Quality Swale Detail, Shelburne & South Burlington, Vermont," Sheet C5.213, prepared by Civil Engineering Associates, lite., last revised January 2, 2007 and recorded oil July 12, 2007 in Map Slide 31513-1 of the Town of Shelburne Land Records. xvi) "South Village Communities Shelburne Easement Plan, Shelburne & South Burlington, Vermont," Sliect C5.213, prepared by Civil Engineering Associates, file., dated April 2007 and recorded on July 12, 2007 in Map Slide 31513-2 of the 'Town of Shelburne Land Records. (1) Easement Deed of'South Village Communities, LLC to the'fown ofSlielbiirttc dated July 10, 2007 and recorded ill Volume 3,15, Page 899 of the'Town of Shelburne Land Records, which deed grains a twenty -foot wide casement fora Water Quality Swale. c) License Agreement by and between South Village Communities, LLC and the Town of Shelburne data! July 12, 2007 and recorded in Volume 345, Page 902 of the 'Town of Shelburne Land Records, by which Agreement South Village Communities, LLC granted to the Town of Shelburne a revocable license for construction, maintenance and repair of a Water Quality Swale, located as described in the Easement Deed referenced above. f) Easement Deed of South Village Communities, LLC to Grecti Mountain Power Corporation and Verizon New England dated December 13, 2007 and recorded in Volume 803, Page 687 of the City of South Burlington Land Records. g) Easement Deed of South Village Communities, LLC to Verizon New England Itic. dated March 7, 2008 and to be recorded in the South Burlington Land Records. h) Easement Deed of South Village Communities, LLC to Green Mountain Power Corporation dates! January 17, 2008, and to be recorded in the South Burlington Land Records. 27 May 9, 2008 i} Ftihire easement deeds to the City of South Burlington or private utilities for utility lines and pipes or storm water management which are reasonably necessary for the development of South Village, and are recordcd subsequent to the date of this Declaration. 2. PROTECTIVE COVENANT'S AND/OR OTHER RESTRICTIONS OF RECORD: a) Development Agreement by and between the City or Soutll Burlington and South Village Communities, LLC dates! August 8, 2007 and August 9, 2007 and recorded in Volume 792, Page 69 of the City of South Burlington Land Records. b) Irrevocable Offer of Dedication front South Village Communities, LLC to the City of South Burlington dated October 12, 2007 and October 15, 2007 and recorded in Volume 798. Page 240 of the aforesaid Land Records. C) Development Escrow Agreement by and between South Village Corn mull ities, LLC and (lie City of South Burlington dated November 19, 2007 and recorded in Volume 802, Page 25 of the aforesaid Land Records. 3. STATE OF VERNIONT IsNVIRONMEN`I'AL AND LAND USE REGULATIONS: The Property is subject to, and benefi(s from, the following State of Vermont Agency of Natural Resources Land Use, Subdivision, and/or Stormwater Discharge Permits of record: a) Land Use Permit No. 4C 1 160R- I dated August 23, 2007 and recorded in Volume 793, Page 723 of the City of South Burlington Land Rccords, and as it illay be amended rrom time to time. b) Wastewater System and Potable Water Supply Permit No. WW-4-2613 dated July 11, 2007 and recorded in Volume 790, Page 340 of the aforesaid Land Records, and as it nlay be amended from time to time. c) Final Discharge Permit No. 4096-INDC (NPDES Number V'I'5000048) dated June 15, 2007, and as it may be amended from tinge to time. d) Final Discharge Permit No. 4096-INDS (NPDES Number VTS000048) dated July 23, 2007, and as it may be atllendcd from time to tinge. A Notice of Issuance of Stornnvater Discharge permit by (lie Vermont Department of Environmental Conservation (Pernlit/,A.uthorization No. 4096-INDS) dated July 27, 2007 is recorded in Volume 790, Page 343 of the aforesaid Land Records. e) Conditional Use Detcrrrriilation No. 2001-274 dated May 1, 2006 and recorded in Volume 789, Page 286 of the aforesaid Land Records, and as it may be amended from tinge to time. 0 Public Water System Permit to Constrict, Project I/C-1688-05.0 WSID I/5090, 28 May 9, 2008 and as it may be anietided froin time to time. g) Consent Decree and Order of the State of Vermont l;rivironmental CouI't in the civil action lit Re: Appeal ofSkrp & Denise Vallee, Docket Nos. 27-2-06 Vtec, 111-5-06 Vtec, 116-5-06 Vtec, 74-4-05 Vtec, and 196-8-06 Vtec, dated January 18, 2007, January 29, 2007 and February 6, 2007. 4. CERTIFICATE OF OCCUPANCY/COMPLIANCE UNDER LOCAL ZONING/HEALTH REGULATIONS: Upon review of the City of South Burlington) Land Records and the applicable City of South Burlington Planning & Zoning file for the Property, no evidence of pending zoning enforcenlent actions and no evidence orally ongoing'Loiihig bylaw, regulation, of ordinance violation investigation with respect to the Property, was found. 'file City of South Burlington "Zoning Administrator issued the attached statement regarding the Property's compliance with the City of South Burlington Zoning Regulatiotls oil November 27 2007. The Property is subject to, aiuf benefits rroill, the following City of South Burlington Zoning Permits of record: a) Development Review Board Findings of Fact & Decision oil Master Plait Application #MP-04-01 dated March 10, 2005. b) Development Review Board Findings of Fact & Decision oil Muster Plan Applicatiotl #MP-011-01 dated July 19, 2005. c) Development Review Board bindings of Fact & Decision on Preliminary Plat Application #SD-04-55 dated August 3, 2005. (1) Development Review Board Findings of Fact & Decision on Master Plan Application IIMP-05-02 dated February 10, 2006. e) Development Review Board Findings of Fact & Decision on Preliminary Plat Application IISD-05-92 dated February 10, 2006. f) Development Review Board Findings of Fact & Decision on Filial Plat Application #SD-06-21 dated May 3, 2006. g) Zoning Permit No. ZP-07-389 dated November 7, 2007. 11) City of South Burlington Development Review Board Findings of Fact and Decision dated January 8, 2008, setting forth certain requirements for approval of Preliminary Plat .Application No. SD-07-74 and Final Plat Application No. SD- 07-75. The Property is subject to, and benefits from, the following Town of Shelburne Planning 29 May 9, 2008 & Zoning Permits of record: a) `town of Sheiburac Road 1'annient Excavation/Right of Way Excavation Permit No. RC 08-01 dated December• 28, 2007. E May 9, 2008 I✓XIIfBIT B PLATS AND PLANS (pages 1 through 6 attaaclaed hereto) Full Scale Plaits ;are recorded iri the South Burlington Lund records rcet,L C.}: C+t vcuR - PLOStFU AT A FFDfh'� 1, 1 1 � Ids ri B +�4i1 ! yi IFS �� f' 1 t[ k' h��µ '- ! - 0 i` 4 - Gr'r,� `'� i,....^17i_—i 1➢ O ' � � ` � � + 7 � 1� � �.'�r �f^ �' f ,' Y?'.. 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TA I4 r + e f ' f El Avg �•i O/� A � i f a a •rJ• glum lip A G :t � � i1tli ,.. fir .O �G► " � 1 4 i�l i 9 Irf�f, • (� € � I � � � I .� R� C(I:GNhI 11.1 WIAR - FLOITEA AT A PEM:Zo SCALE /P "b yVy yUy sptt I �jfj�� -" �,_��` ! If •/�� ; tl�CC[f'j{�3:]-_�--+�r(7j --�F r yY }V~�T -----_--_ Wr l P P ® V o WL 64 @1 �ifil FA r © ® ® Q 1, n :•�: .' � : '; �i�� O � 4 Wit nl �' �' . • . . •ram.—=,� %l LULOI f fill 7is jo 1"o L -4� Gino IVA SIT qat fill rk Li 6, 1101%rA I f All It'll, .1 10 R. IL life KIR gi .. W 110AD lk Ail - I IL Zzz- 84, -Z "kq May 9, 2008 ,F EXHIBIT C SOUTH VILLAGE COMMUNITY ASSOCIATION, INC. BYLAWS ARTICLE I PLAN OF OWNERSHIP Section 1,01. Name. The name of the Corporation is South Village Community Association, Inc. Section 1.02. Applicability. The provisions of these Bylaws are applicable to the planned Consul mity as set forth in the Declaration. The term "Property" as used herein shall be limited to such Common Elements of the Planned Community as set forth in the Declaration and all eascinctits, rights, and appurtenances belonging thereto, and all of which have been submitted to the provisions of said 27A V.S.A. Chapter 17, known as the Vermont Common Interest Ownership Act (tile "Act"). Section 1.03. Compliance. All present and future Lot and Condominium Unit Owners, mortgagees acid lessees of Lots aIld Colldonlinium Units and their employees, and agents, are and shall be subject to the Articles of Association, these Bylaws, the Declaration and the rules a" and regulatlotis niildC in accordance t11eI'elvitll, together 1Vltli ally amendments thereto. Tlic acceptance of a deed oI conveyance, of the entering iiita a lease, or the fact of occupancy of a Lot or Condominium Utiit, shall colistittlte all agreement by the Owner, Lessee or Mortgagee that the Articles of Association, these Bylaws, and the provisions of the Declaration, as they may be amended from time to time, are accepted, ratiftcd, and shall be complied with. Section 1.04. Office. The office of the Association, and the Board of Directors shall be located such place as may be designated from time to time by the Board of Directors. Section 1.05. Definitions. Each capitalized term used herein without definition shall have the meanings specified in the Vermont Common Interest Ownership Act (tile "Act") and/or the Declaration. ARTICLE II SOUTH VILLAGE COIyIMUNITY ASSOCIATION, INC. Section 2.01. Composition. The Association shall consist of all of the Lot and Condominium Unit Owners acting as a group. For all purposes the Association shall act merely as ,in agent for the Lot and Coll(loIlliniliill Unit Owners as a group. The Association shall have the responsibility for administeritig the Planned Community, establishing the means and methods of collecting l assessments and charges, arranging for the managenient of the Planned Cotnlnunity and perfornliiig all of the other acts that may be requited or permitted to be performed by the 32 May 9, 2008 r' Association by the Act and the Declaration. Except as to those matters which the Act specifically requires to be performed by the vote of the Association, the foregoing responsibilities shall be performed by the Board of Directors or their designee. Section 2.02. Powers and Duties. The Association shall have all of the powers and duties necessary for the administration of the affairs related to the Planned Community and may do all such acts and things as are not prohibited by the Act, and as authorized by the Declaration, including the following: (a) Adopt and amend these Bylaws and rules and regulations for the Planned Community. (b) Adopt and amend all annual budget for revenues, expenditures and reserves of the Planned Community; . (c) Collect assessments for common expenses from Lot and Condominium Unit Owners to pay for the costs and expenses of the Planned Community. (d) hire and discharge a managing agent or agents and other employees, agents and independent contractors for the Planned Community. (e) Initiate, defend or intervene ill litigation or administrative proceedings in the r name of the Association oil behalf of itself or two or more owners in the Planned Community on matters affecting the Planned Community. (d) Make contracts and incur liabilities in connection with the Planned Community. (e) Regulate the use, maintenance, repair, modification and replacement of the Common Elements and LiIriited Common Elements. (f) Make additional iIllprovements to the C0111n10I1 Elements. (g) Acquire, hold, encumber and convey in the Association's (lame ally interest in real estate or personal property, except as provided in Section 3-1 l2 of the Act. (h) Grant easements, leases, licenses, and concessions through or over the Common Elements. (i) Impose and receive payments, fees or charges for the use, rental or operation of the Common Elements, other thaIl Limited Common Elements and for services provided to Lot and Condominium Unit Owners. (j) Impose charges for late payment of assessments; (k) Impose reasonable fines for violations of the Declaration, these Bylaws or the riles and regulations of the Planned Community by a Lot or Condominium Unit Owner, so long as notice is given and a hearing held in accordance with these Bylaws; 33 May 9, 2008 (1) Impose reasonable enlarges for preparation and recordation of amendments to the Declaration, resale certificates or statements of unpaid assessments and to impose reasonable charges for copying records of the Association. (m) Provide indemnification for its officers and Board of Directors and maintain liability insurance for its officers and Directors; (n) Assign its right to fiitu a income, including tine right to receive common expense assessments, to the extent provided by the Declaration. (o) Exercise any other power conferred upon the Association by the Declaration or these Bylaws or which is legally provided for similar entities or which is necessary and proper to govern and operate the Association. Section 2.03. Annual Meetints. The annual meetings of the Association shall be held oil the second Tuesday in June of each year, unless such date sliall occur on a holiday, in which event the meeting sliall be held oil the succeeding day. At such annual illectings the Board of Directors shall be selected by the Lot and Condominium Unit Owners. The Lot and Condominium Unit Owners may transact such other business at such meetings as may properly come before diem. Section 2.04. Place of Meetings. Meetings of the Association shall be held at tine f: principal office of (lie Association or at stick other suitable place convenient to tine Lot and Condoninium Unit Owners as may be designated by the Board of Directors. Section 2.05. Special Nieetini;s. The President shall call a special sleeting of the Association upon a petition signed and presented to the Secretary by Coildonliniunn Unit Owners with not less than twenty percent (20%) of the aggregate votes in the Association. The notice of any special tleeting shall state the time, place and purpose thereof. No business shall be transacted at a special meeting except as stated in the notice. Section 2.06. Notice of Meetings-- It shall be the duty of the secretary or other officer of the Association to mail a notice of each annual meeting, other than the first animal meeting, and each special meeting of the Condominium Unit Owners, at least ten (10) but not more than sixty (60) days prior to such meeting, stating the time and place where it is to be held, and the purposes thereof, including an agenda. Such notice to be mailed to cacti I.ot and Condominium Unit Owner of record, at the Lot or Condominium Unit address or at such other address as such Lot or Condominium Unit Owner shall have designated by notice in writing to the secretary. Tile mailing of a notice of sleeting in the manner provided in this section Shall be considered service of notice. Section 2.07. Conduct of Meetiilils. The President shall preside overall meetings of tine Association 111(1 the Secretary sliall keep the minutes of the meeting and record in a minute book all resolutions adopted at the meeting as well as a record of all transactions oectirring thereat, 'Tine then current edition of Robert's Rules of Order shall govern tine conduct of all meetings of the Association and the Board of Directors when not in conflict with the Bylaws, the Declaration or the Act. 34 May 9, 2008 f Section 2.08. Title to Condorninigni Units. Title to Lots or Condominium Units play be taken in the name of an individual or in the flame of two or more persons as tenants in common, joint tenants with right of survivorship, or as tenants by the entirety, or in the name of a corporation, partnership, limited liability company or other legal entity or fiduciary. Section 2.09. Adiournnient of Meetings. If at ally meeting of the Association a quorum is not present, Lot and Condominium Unlit Owners having a majority of the votes who are present at such meeting in person or by proxy may adjourn (lie meeting to a time not less than forty-eight (48) Hours after the time the original meeting was called. Section 2.10. Volin . Each Lot or Condominium Unit is entitled to one (1) vote for that Lot or Condominium Unit, regardless of (lie Common Element interest assigned to such Lot or Condominium Unit. The Owner or Owners of each Lot or Condominium Unlit, or some person designated by such Owner or Owners to act as proxy on leis/leer or their behalf and who need not be an Owner, shall be entitled to cast the voting shares appurtenant to such Lot or Condominium Unit at all meetings of Lot and Condominium Unit Owners or by leis/her attorney in fact. The designation of any such proxy shall be made in writing to the secretary and sliall be revocable at any time by written notice to the secretary by the Owner or Owners so designating, except where an irrevocable proxy is permitted by statute. No proxy sliall be valid after the expiration of eleven (i 1) months from the date of its execution, unless otherwise provided therein. Any or all of such Owners may be present at any meeting of the Lot and Condominium Unit Owners and, those constituting a grotip acting unanimously, may vote or take any other action as a Lot or Condominium Unit Owner either in person or by proxy. Lot or Condominium Unit Owners (including the Board of Directors if the Board of Directors or its designee sliall them Bold title to one or more Lots or Condominium Units) sliall be entitled to cast a number of votes at all meetings of the Lot or Condominium Unlit Owners equal to the number of Lots or Condominium Units owned, regardless of the Common Element interest assigned to such Lot or CoIdominium Unlit. A fiduciary shall be the voting member with respect to any Lot or Condominium Unlit Owned in a fiduciary capacity. Section 2.11. Majority of Lot and Coindomillitilll Unlit Owners. As used in these Bylaws, the term "majority" of voting shares sliall mean more than fifty percent (50%) of the total authorized voting shares of tell Lot and Condominium Unit Owners present in person or by proxy and voting at any meeting of the Lot and Condominium Unit Owners at which a quorum is present. Section 2.12. 1101'tnni. Except as otherwise provided in these Bylaws, the presence in person or by proxy of a majority of tine total number of Lot and Condominium Unit Owners shall constitute a quorum at all meetings of the Lot and Condominium Unit Owners. Section 2.13. Majority Vote. The vote of a majority of Lot and Condominium Unit Owners at a meeting at which a quorum shall be present shall be binding upon all Lot and Condominium Unit Owners for all purposes except where, in the Declaration or these Bylaws or by law, a Higher percentage vote is required. 35 May 9, 2003 Section 2.14. Consent. Whenever by a provision of statute or by these Bylaws or the Declaration, the vote of a Lot or Condominium Unit Owner is required or permitted to be taken at a meeting thereof III connection With any corporate action, the meeting and vote of the Lot and Condominium Unit Owners may be dispensed with, if all of the Lot and Condominium Unit Owners who would have been entitled to vote upon the action if such meeting were held shall consent in writing to such corporate actions being taken. ARTICLE III BOARD Or DIRECTORS Section 3.01. Number and Qualification, The affairs of the Association shall be governed by a Board of Directors composed of not less than -seven (7) persons, all of whom shall be Lot and Condominium Unit Owners or fiduciaries of Lot and Condominium Unit Owners. Each Lot and Condominium Unit Owner shall be entitled to vote for the members of the Board. Section 3.02. Powers and Duties. The Board of Directors, or Its designated managing agent shall have the power to act on behalf of the Association and to perform all of the acts that the Association could perforlll, except that the Board of Directors Iilay not amend the Declaration, terminate the Planned Community , elect members to the Board of Directors or determine the qualifications, powers duties or terms of office for the Board of Directors. In acting on behalf of the AssociatioI, the Board of Directors s11all perform the deities necessary for the administration of the affairs related to the property of the Association, including but not limited to the followiIhg: (a) Prepare an annual budget, in which there shall the established the assessments of each Lot and Condominium Unit Owller for the Comnloll Expenses of the Planned Community (tile "Common Expenses"). (b) Make assessments against Lot and Condominium Unit Owners to pay for tile costs and expenses of tile Planned Community, establish the means and methods of collecting such assessments from the Lot and Condollliniuin Ulllt Owners and establish the period of the Installment payment of the annual assessmeIlt for Common Expcllses. Unless Otherwise determined by the Board of Directors, the annual assessment against each Lot and Condominium Unit Owner for its proportionate share of the Colllllioll Expenses shall be payable ill equal monthly installments, each such installment to be due and payable in advance on the first clay of each month for such month. (c) Provide for the operation, care, upkeep and mailltenallce of all of the Colthllholl Elements (d) Collect the assessments against the Lot and CoudoIhlilliullh UIiit owners, deposit the proceeds thereof ill bank depositories designated by the Board of Directors and use the proceeds to carry out the administration of the Planned Community. (e) Open bank accounts oil behalf of the Association alld designate the signatories thereon. 36 May 9, ZOOS {f) Make, or contract for the making of, repairs, additions and improvement to or alterations of the Conl►lion Elements, and repairs to and restoration of the Common Elements, in accordance with these Bylaws, after damage or destruction by fire or other casualty, or as a result of condemnation or eminent domain proceedings. (g) Enforce by legal means the provisions of the Declaration, these Bylaws and the Rules and Regulations and act oil behalf of the Lot and Condominium Unit Owners with respect to all matters arising out of an eminent domain proceeding. {l)) Obtain and carry insurance against casualties and liabilities, as provided in these Bylaws, pay the plenliu111s therefore and adjust and settle any claim thereunder. (i) Pay the cost of all authorized services rendered to the Association and not billed to Condominium Unit and Lot Owners or otherwise provided for in Article V of these Bylaws. 0) Keels books with detailed accounts in chronological order of the receipts and expenditures affecting the Conl111oi1 Elements and the administration of the Planned Community nlity Specifying the expenses of maintenance and repair of the C01n111oil Elements and any other expenses incurred. Such books and vouchers accrediting the entries thereupon shall be available for. examination by the Lot and Condominium Unit Owners, their duly authorized agents or attorneys, during general business hours oil working days at the times and in the manner set and announced by the Board of Directors for the general knowledge of the Lot and Condominium Unit Owners. All books and records shall be kept in accordance with good accounting practices. Lot and Condominium Unit Owners shall pay reasonable charges for any copies requested by them. (k) Notify a mortgagee, if requested, of any default hereunder by a Lot or Condominium Unit Owner subject to such mortgage, in the event such default continues for a period exceeding sixty (GO) days. (1) Borrow money oil behalf of the Planned Community when required in coilnectioil with any one instance relating to the operation, care, Upkeep aIld maintenance of the Common Elements, provided, howevcl, that the consent of at least two-thirds (2/3) in number of all Condominium Unit and/or Lot Owners, obtained at a mecting duly called and held for such purpose in accordance with the provisions of these Bylaws, shall be required to borrow any sum in excess of'ren Thousand Dollars ($IO,OOfl). (Ill) Controlling the use of all common EleIileIlts {Il) Review the books and records of the Association annually. (o) Do such other things and acts not inconsistent with the Act, the Declaration or these Bylaws which the Board of Directors may be authorized to do by these Bylaws or by a resolution of the Association. 37 May 9, 2008 Section 3.03. Managing Agent. 'rhe Board of Directors may employ for the IT Condominium a "Managing Agent" or other personnel at a compensation to be established by the Board of Directors, to perform such duties and services as the Board of Directors shall authorize. Section 3.04. 131ection and 'I'crili of Office. The term of office for the initial members of the Board of Directors shall be staggered. Three (3) of the initial members shall be elected for a terns of two (2) years. Three (3) of the members shall be elected for a term of three (3) years and otie (1) member shall be elected for a term of four (4) years. The members of the Board of Directors shall hold office tnitil their respective successors shall have been elected by the Association. Except for the terms of the initial members of the Board of Directors, all members shall be elected to a fixed term of two (2) years. Section 3.05. Resignation of Members of (lie Board of Directors. A member of the Board of Directors may resign at any time. In the event a meIllber resigns, a special Itleeting of the Lot and Condominium Unit Owners shall be held and the Lot and Condominium Unit Owners present at said special meetiIlg shall select a replacement to complete the unexpired term. Section 3.06. Reserved Section 3.07. Regular Meetings. Regular meetings of the Board of Directors may be held at such time and place as shall be determined from time to time by a majority of the directors, but such meetings shall be held at least once every twelve months during cacti fiscal year. Notice of regular meetings of the Board of Directors shall be given to each director, by mail or telegraph, at least ten (10) business days prior to the clay Ilamed for such ineeting. Section 3.08. Special Meetings. Special meetings of the Board of Directors may be called by the President on three (3) business days notice to each director, given by mail, which notice shall state the time, place and purpose of tiie meeting. Special meetings of the Board of Directors shall be called by the President or Secretary in like manner and oil like notice oil the written request of at least one (1) director. Section 3.09. Waiver of Notice. Any director may at any tinic, in writing, waive notice of any meeting of the Board of Directors, and such waiver shall be deemed equivalent to the giving of such notice. Attendance by a director at any meeting of the Board of Directors shall constitute a waiver of notice by him/her of the tinic, place and purpose of such meeting. If all directors are present at any meeting of the Board of Directors, no notice shall be required and any business may be transacted at such meeting. Section 3.10. Telephone Meetings. Members of the Board of Directors and members of wily committeedesignatedby the Board of Dil"ectors may participate III a meeting of Such board or coIlimittee by means of a conference teleptlone or similar communications equipment by Illealls of which all person, participating III the meeting can licar cacti other, and participatioIl in a meeting III such a manner sliall colistitite preseIlce in person at such meeting. Section 3.11. Quorum. At all Illectings of the Board of Directors, the majority of directors shall coIistitute a quorum for the transaction of business, and the votes of a majority of 38 May 9, 2008 the directors l)rescnt at a meeting at which a quorum is present, sliall constitute the decision of the Board of Directors. Section 3.12. Corot}ensation. No director shall receive any compensation from the Condominium for acting as such. Section 3.13. Action Witliout Mectina. Any action by the Board of Directors required or permitted to be taken at any meeting may be taken without a meeting if all of the members of the Board of Directors shall individually or collectively consent in writing to such action. Any such written consent shall be filed with the minutes of the proceedings of the Board of Directors. Section 3.14. Liability of the Hoard of Directors, Officers, Condominium Unit Owners and Association. (a) The officers and Incinbers of the Board of Directors sliall not be liable to the Association for any mistake of judgment, negligence or otherwise, except for their own individual willful misconduct or bad faith. The Association shall indemnify and Bold harmless each of the officers and directors from and against all contractual liability to others arising out of contracts made by the officers or the Board of Directors on behalf of the Association unless any such contract shall have been made in bad faith or contrary to the provisions of the Act, the Declaration or these Bylaws. Officers and members of the Board of Directors sliall have no personal liability to any Lot or Condominium Unit Owner with respect to any contract made by them on behalf of the Association. Every agreement made by the officers, the Board of Directors or the Managing Agent on behalf of the Association sliall, if obtainable, provide that the officers, the members of the Board of Directors or the Managing Agent, as the case may be, are acting only as agents for the Association and shall have no personal liability thereunder (except as Lot and Condominium Unit Owners), and that each Lot and Condominium Unit Owner's liability thereunder shall be limited to the total liability thereunder multiplied by his/her Colnnlort Element interest. (b) The Association shall not be liable for any failure of water supply or other services to be obtained by (lie Association or paid for as a Common Expense, or for injury or damage to person or property caused by the elements or by the Owner of any Lot or Condominium Unit, or any other person, or resulting from electricity, water, snow or ice which may leak or flow from any portion of the Common Elements or from any pipe, drain, conduit, appliance or equipment. nic Association shall not be liable to any Lot or Condominium Unit Owner for loss or damage, by theft or otherwise, of articles which may be stored upon any of the Common Elements. No diminution or abatement of any assessments, as herein elsewhere provided, shall be claimed or allowed for inconvenience or discomfort arising from the making of repairs or improvements to the Common Elements or from any action taken by the Association to comply with any law, ordinance or with the order or directive of any municipal or other governmental authority. 39 May 9, 2003 ARTICLE IV OFFICERS Section 4.01. Designation. The principal officers of the Association shall be (lie President, the Secretary and the Treasurer, all of whom shall be elected by the Board of Directors. The Board of Directors may appoint an assistant treasurer, an assistant secretary and such other officers as in its judgment may be necessary. All officers shall be Lot and Condominium Unit Owners, and shall be directors of the Association. Section 4.02. Election of Officers. 'file officers of the Association shall be elected annually by the Board of Directors at the organization meeting of each new Board of Directors and shall hold office at the pleasure of the Board of Directors. Section 4.03. Removal of Officers. Upon the affirmative vote of a majority of all members of the Board of Directors any officer inay be removed, either with or Without cause, and a successor may be elected at any regular meeting of the Board of Directors or at any special meeting of the Board of Directors called for such purpose. Section 4.04. President. The President shall be the chief executive officer of the Association; preside at all meetings of the Association and of the Board of Directors; and have all of the general powers and duties Which are incident to the office of president generally including, Without limitation, the power to appoint Committees from among the Condominium Unit Owners froIli time to time as the President. may in his/her discretion decide is appropriate to assist in the conduct of the affairs of the Association. Section 4.05. Secretary. The Secretary shall perform the duties incident to the office of the Secretary of the Corporation and as required by the laws of the State of Vermont, preluding but not limited to the following: (a) The Secretary shall record all votes and proceedings of the Condominium Unit and Lot Owners and directors or any executive committee thereof. (b) The Secretary shall attend to the giving of notices of special meetings of the Board of Directors and of all of the meetings of the Condominium Unit and Lot Owners of the Association. (c) The Secretary shall be custodian of the records and seal of the Corporation. (d) The Secretary shall maintain an office in Burlington or South Burlington, Vermont or such other place as may be designated by the Board of Directors, where the corporate records of the Corporation shall be kept and shall procure and file in the Secretary's office certified copies of all paper required by law to be filed with the Secretary of State, except the annual report. (e) The Secretary shall maintain a book or record containing (lie names, alphabetically arranged, of all persons who are members of the Corporations, showing their places 40 May 9, 2008 of residence, voting interest, and the times when they respectively acquired the Lot or Condominium Unit, and the times of any transfers thereof. 'me Secretary shall keep such Gook or record and the minutes of the proceedings of. the members open daily during the usual business hours for inspection, within the limits prescribed by law, by any person duly authorized to inspect such records. At the request of the person entitled to an inspection thereof, the Secretary shall prepare and make available a current list of the officers and directors of the Corporation and their residences. (f) The Secretary shall attend to all correspondence and present to tllc Board of Directors at the meeting all official communications received by the Secretary. Section 4.06. Treasurer. T11e Treasurer shall have the responsibility for Association ftinds and securities and shall be responsible for keeping frill and accurate financial records and books of account showing all receipts and disbursements, and for the preparation of all required financial data, and shall report annually to the Lot and Condominium Unit Owners; make: disbursements on behalf of the Association upon consent of the Board of Directors except as provided in Section 4.07; and be responsible for the deposit of all mollies and other valuable effects in the name of the Board of Directors, the Association or the Managing Agent, in such depositories as may from tillle to time be designated by the Board of Directors; and, in general, perform all the duties incident to the office of treasurer. Section 4.07. Execution of Documents. All agreements, contracts, deeds, leases, checks and other instruments of the Association ror expenditures or obligations in excess of Two Thousand Five Hundred Dollars ($2,500), and all checks drawn Upon 1'CSCE'VC accounts, shall be executed by any two persons designated by the Board of Directors. All such instruments for expenditures or obligations of Two Thousand five Hundred Dollars ($2,500) or less, except from reserve accounts, may be executed by the 'Treasurer or any one person designated by the Board of Directors. Section 4.08. Compensation of Officers. No officers shall receive any compensation from the Corporation for acting as such. However, notwithstanding the foregoing, nothing herein sliall be deemed to prevent the eIIlployment or compensation of a person as a managing agent or employee, or the services of such person who shall also be all officer, provided only that such employment by approved by the Board of Directors and full disclosure thereof be made by the person so engaged. Section 4.09. Officer Designated to Execute and Certify Amendments. Any officer of the Association may execute, certify and record amendments to the Declaration on behalf of the Association, so long as the officer is so designated in writing by the a majority of the Board of Directors. 41 May 9, 2008 ARTICLE V OPERATION OF THE PLANNED COMMUNITY Section 5.01. Uetennination of Common Expenses and Assessments Against Lot and Condominium Unit Owners. (a) Fiscal Year. The fiscal year of the Association shall be January I" to December 31" unless otherwise determined by the Board of Directors. (b) Preparation and Approval of Budget. (i) For each Annual Meeting of the Association, the Board of Directors shall adopt a budget for the Association containing an estimate of the total amount considered necessary to pay the cost of maintenance, management, operation, repair and replacement of the Common Elements, and other expenses that may be declared to be Common Expenses by this Declaration or a Resolution of the Association and which will be required during the ensuing fiscal year for the administration, operation, maintenance and repair of the Property and the rendering to the Owners of all related services. (ii) Such budget shall also include such reasonable amounts as the Board of Directors considers necessary to provide working capital, a general operating reserve and reserves for contingencies and replacements. With the notice of the Annual Meeting, the Board of Directors shall send to each Owner a copy of the budget in a reasonably itemized form which sets forth the amount of the Common Expenses and any special assessment payable by each Owner. Such budget shall constitute the basis for determining each Lot and Condominium Unit Owner's assessment for the Common Expenses of the Association. (c) Assessment and Payment of Common Expenses. Tlic total of the estimated funds required from assessments for the operation of the Planned Community set forth in the budget adopted by the Board of Directors shall be assessed against each Lot and Condominium Unit owner in proportion to its respective Common Element interest (Percentage Interest). However, no assessment shall be made against the Declarant as to any Lot or Condominium Unit completion of which has not been certified by the Declarant in an instrument filed with the Board of Directors, and a certificate of occupancy has been issued by the City of South Burlington. Sale of any such Lot or Condominium Unit by the Declarant shall be deemed to be completion of the Lot or Condominium Unit and the Lot or Condominium Unit Owner shall thereupon be assessed as provided herein. (d) Reserves. The Board of Directors shall build up and maintain reasonable reserves for working capital, operations, contingencies and replacements. (e) Effect of Failure to Prepare or Adopt Budget. The failure or delay of the Board of Directors to prepare or adopt a budget for any fiscal year shall not constitute a waiver or release in any inanner of a Lot or Condominium Unit Owners obligation to pay its allocable share of the Common Expenses as herein provided whenever the same shall be determined and, in the absence of any annual budget or adjusted budget, each Condominium Unit and/or Lot Owner 42 May 9, 2008 F shall continue to pay each monthly Installment at the monthly rate established far the previous fiscal year Until notice of the monthly payment which is due more than ten days after such Ilew annual on- adjusted budget shall have been delivered. Section 5.02. Payment of Common Ex )ell Ises. Each Lot and Condominium Unit Owner shall pay the Common Expenses assessed by the Board of Directors. No Lot or Condominium Unit Owner may exempt itself from liability for liis/her contributioIl toward Collusion Expenses by Waiver of the Use or enjoyment of any of the Common Elements or by abandonment of its Lot or Condominium Unlit. Prior to or at the tiIlle of any Conveyance of a Lot or Condominium Unlit by all Owner, all liens, unpaid charges acid assessments shall be paid in full and discharged. The purchaser of a Condominium Unit and/or Lot shall be jointly and severally liable with the selling Owner for all unpaid assessments against tIae Condominium Unit and/or Lot for his/her proportionate share of the Common Expenses ill) to the time of recording of the conveyance, without prejudice to the purchaser's right to recover £roils the selling Owner amounts paid by the purchaser therefore; provided, however, that any such purchaser shall be entitled to a statement setting forth the amount of the unpaid assessments against the selling Lot or Condominium Unit Owner within tell (10) business Clays Following a written request therefore to the Board of Directors or Managing Agent and such purchaser shall not be liable for, nor shall the Lot or Condominium Unit conveyed be subject to a lien for, any unpaid assessments in excess of the amount therein set forth. Section 5.03. Payment of Assessments. No Lot or Condominium Unit Owner shall be permitted to convey, mortgage, pledge, hyliothecate, sell, or lease leis/leer Lot or Condominium Unit unless all([ until he shall have paid in frill to the Board of Directors all unpaid common charges theretofore assessed by the Boards of Directors against its Lot or Condominium Unit, and until lie shall have satisfied all unpaid[ [jells against such Lot or CondominiuIll Unit, except bona fide Illortgages. Section 5.04. Collection of Assessments. The Board of Directors or tine Managing Agent, at the request of the Board of Directors, shall take prompt action to collect any assessments for Common Expenses due from any Lot or Condominium Unit Owner which remain unpaid for more than thirty (30) (lays from the due date for payment thereof. Any assessment, or installment thereof, not paid within five (5) days after due shall be subject to a late charge of $10.00 (to be reviewed and set annually by the Board); in addition any unpaid assessment shall accrete interest at file rate of eighteen percent (18%) or at the greatest legal rate, whichever is less, on the overdue assessment or installment. The Lot or Condominium Unit Owner shall also be liable _for and pay to the Association all costs of collection, including reasonable attorney's fees. In any action brought by the Board of Directors to foreclose it lien on a Lot or Condominium Unit because orunpaid collusion expenses, the Lot or Condominium Unit Owner shall be required to pay a reasonable rental for the use of its Lot or Condominium Unlit; and tlae plaintiff in such foreclosure action shall be entitled to the appointment of a receiver to collect the same. The Board of Directors, acting oil behalf of all Lot and Condominium Unit Owners, shall have power to purchase such Lot or Condominium Unit at the foreclosure shale and to acquire, hold, lease, mortgage, vote tine votes appurtenant to, convey or otherwise deal with the same. A suit to recover a money judgment for unpaid common charges shall be maintainable witliout foreclosing or waiving the lien secehrihlg the same. 43 May 9, 2008 f� Section 5.05. Written Statements. (a) Statement of Common .Expenses. The Board of Directors shall within ten (10) business days provide to any Lot or Condominium Unit owner, contract purchaser or mortgagee so requesting the same in writing with a written statement of all unpaid assessments for Common Expenses due from such Lot or Condominium Unit Owner. The Board of Directors may impose a reasonable charge for the preparation of such statement to cover the cost of preparation. (b) Statement of Default. A Lot or Condominium Unit Owner who mortgages its Lot or Condominium Unit shall notify the Board of Directors of the Mange and address of its mortgagee. The Board of Directors shall maintain such information in a book entitled, "Mortgage of Lots and Condominium Units". The Board of Directors shall promptly notify any mortgagee of any Lot or Condominium Unit, upon request, of ally default in the performance of the Lot or Condominium Unit Owner of any obligation pursuant to the Declaration, the Bylaws and the niles and regulations which is not cured within sixty (60) days. Section 5.06. Insurance. (1) The Board of Directors shall obtain and maintain, to the extent available, the following master policies of insurance, naming the Association as insured (for the use and benefit of the Lot and Condominium Unlit Owners and mortgagees), as their respective interests may appear: (a) Casualty or physical damage insurance oIi the Common and Limited Common ISlenlents, together with the service machinery, apparatus, equipment aIid installations located in any buildings located on the Common and Limited Conlillon Elements, and existing for the provisions of central services or for comnloIl uses, in an ainolult not less than. One IItuldred Percent (100%) of their full replacement value (exclusive of footings) as determined by the directors annually in their judgment (and all policies shall therefore contain a replacement cost valuation endorsement, so-called, or the equivalent) against (1) toss or daivage by fire or other hazards covered by the extended coverage endorsement, and (2) such other hazards and risks as the directors from tinge to time, in their discretion, shall determine to be appropriate, including but not limited to, vandalism, malicious mischief, windstorm and water damage, boiler and machinery explosion or damage, and plate glass damage. Certificates of such insurance and all renewals thereof, together with proof of payment of premiums, shall be delivered by the directors to all Lot and Coildonliniuill Unlit Owners and their mortgagees upon request, at least ten (10) business days prior to the expiration of the their current policies. (b) Comprehensive public liability insurance and property damage insurance in such amounts and forms as shall be determined by the directors, covering the Association, the directors, all of the Lot and Condominium Unit Owners aIld any Managing Agent of the Property, with a combined Unlit of not less than $1,000,000.00. (c) Worker's compensation and employer's liability insurance covering any employees of the Association. 44 May 9, 2008 (d) Errors and omissions insurance for the directors and officers. (e) Adequate fidelity coverage to protect against dishonest acts on the dirt of officers, directors, trustees, and employees of the Association, including but not limited to, employees of the Agent. The premiums shall be paid by the Association, and: (i) All such fidelity bonds sliall name the Association as ail obligee; (ii) Such fidelity bonds shall be written in amounts required by FNMA, FIILMC, PMI's, the VA or other similar institutions; (iii) Such fidelity bonds sliall contain waivers of any defense based on exchusion of persons who serve without compensation from any definition of "eillployee". (f) Stich other policies of insurance as required by FNMA, FHLMC, PMI's, the VA or other similar institutions. (g) A Standard Mortgage Clause must be included in the policy which naives as mortgagee either FNMA or the servicers for the mortgages which FNMA holds on Condominium Units or Lots in the Planned Conlmtnlity. When a servicer is named as mortgagee, the policy sliall also designate as the payee, "The mortgagee, its successors and assigns." (h) Such other insuranceas the directors sliall determine to be appropriate and such other insurance as may from time to time be required by law. (2) Limitations. Any insurance or fidelity bond obtained shall meet the following: (a) All policies sliall be written with a company licensed to do business in Vermont and holding a financial rating in one of the tot) two CatC901-ies. (b) Exclusive authority to negotiate losses under said policies shall be vested iIl the Board or its insurance trustee. All proceeds shall be payable to the Association or its tnistees, and sliall be held for the use and betlefit of the Associations, the Lot and Condominium Unit Owners, and their respective mortgagces. (3) Payment of Insurance Deductible. In the event of damage to any Lot or Condominium Unit which is covered by the master insurance policy, the Association will be responsible for payment of deductible amounts trader the policy exccl�t where: (a) The damage to such Lot or Condominium Unit was caused by the Lot or Condominium Unit Owner's negligence; (b) The damage to such Lot or Condominium Unit, absent the coverage by the master policy, which would have been the maintenance responsibility of the Lot or Condominium Unit Owner. 45 May 9, 2008 (4) Separate Insurance. Each Lot and Condominium UIlit Owner shall, at its own expense, to obtain insurance for its own Lot and Condominium Unit and for its own benefit and to obtain insurance coverage upon leis/leer personal property and for its personal liability. All Lot and Condominium Unit Owners shall obtain insurance upon any improvements made by it to its Lot or CondoIllinium Unit. Further, each Lot and Condominium Unit Owner shall insure its share of the Common and Limited Common Elements in its separate insurance policies, including but not limited to liability insurance coverage. All such policies shall contain waivers of subrogation if available. Section 5.07. Lien for Assessments. The total annual assessment of each Lot and Condominium Unit Owner for Common Expenses or any special assessment of any other sum duly levied and any late charges and costs of collection, made pursuant to the Declaration, is hereby declared to be a lien levied against the Lot or Condominium Unit of such Owner as provided in Section 3-116 of the Act. Section 5.08. MaintenancC Repair, Ret»lacenlent of Common Elements, and other Colllmon Expenses. The maintenance, repair, and replacement of the Common and Limited Common Elements shall be governed by the Declaration. Section 5.9. Initinctions. The Roared shall have the right to abate, enjoin or remedy by appropriate legal proceedings, either in law or in equity, the continuance of ilily violation Of the provisions of the Condominium documents, including, without limitation, all action to recover any sullls clue for money damages, injunctive I•elief, foreclosure of the lien for payment of all assessments, any combination thereof, and any other relief afforded by a court or competent jurisdiction. Such remedies shall be deemed cumulative and shall not constitute all clecti011 Of remedies. The failure of the Association or its Board to enforce any rights, covenants or conditions of the condominium shall not constitute a waiver of the right to enforce such rights, Covenants or conditions in the future. There shall be, and there is hereby created and declared to be, a conclusive presumption that ally violation or breach, or any attempted violation or breach, of ally of the covenants and restrictions of the Declaration or Bylaws shall so damage the Community and its property values that it cannot be adequately remedied by action at law or exclusively by recovery of damages. Section 5.10. Costs and Attorneys' Fees. In any proceeding arising because of all alleged failure of a Lot or Condominium Unit Owner to comply with the terms of the condonliilil,uli documents, the prevailing party shall be entitled to recover the costs of the proceeding and such reasonable attorneys' fees as may be awarded by the court. Section 5.11. Fine. The Board shall have the right to impose upon a Lot or CondoIllinium Unit Owner a reasonable f IIIe, commensurate with the severity of tile violation of any of the provisions of the- above -referenced cioculnents, which fine shall become a continuing lien against the Condominium Unit or Lot of the defaulting Owner enforceable in the manner provided by the Act and the Bylaws. 46 May 9, 2008 Section 5.12. Abatement. Tile Board shall have the right to remove, at the expense of the defaulting Owner, any structure, altcratnos, improvement or condition placed oil the Common Elements by an Owner in violation of the provisions of the above -referenced documents. ARTICLE VI MISCELLANEOUS Section 6.01. Amendment. 'These Bylaws may be amended by vote of at least sixty- seven percent (67%) of the votes in the Association. Section 6,02. Notices. All notices, demands, bills, statements or other communications shall be in writing and shall be deemed to have been dilly given if delivered personally or if sent postage prepaid (i) if to a Lot or Condonlinlurll Unlit OwIler, at the address of the Lot or Condominium Unlit, unless the Owner designates a different address in writing and files said address with the Secretary of the Associations, or (ii) if to the Association or the Board of Directors at the principal office of tine Association or at such other address as shall be designated in writing to the Lot or Condominium Unit Owners pursuant to this Section. Section 6.03. Captions. 'fire captions herein are inserted only as a platter of convenience and for reference, and in no way define, limit or describe the scope of these Bylaws or the intent of any provision hereof. Section 6.04. Gender. Tire use of the masculine gender in these Bylaws shall be (teemed to include tine feminine and neuter genders and the use of the singular shall be deemed to include tine plural, and vice versa, whenever tlse context s_ squires. Dated at Burlington, Vermont, this �J day of , 2008. IF ' reset c Of South V' age Coill lunit f ss c'Catnon, tile. B witness pp r, Its duly authorized agent Print naive: f`l'� tr4 /� / Print isanlc: _ /� - —41A STATE Or VERMONT CI1171'ENDEN COUNTY, SS. At Burlington in said County, this ..9 day of R , 2008, personally appeared David Scheuer, duly authorized agent of South Villa e Co11111nt111tty Association, Inc., and he acknowledged this instrument, signed by him as agent afo id, to b his free act and deed, and the free act and deed of South Village Community ssoei ion, Before Ire, 1` 1'tIi�f-1--- Print name: My My co III It1iSsxpllcs: 2f 10/2011 47 Sawn Vx -L UA U South Burlington, Vermont Community I...,and Managem.erit Plan November 2004 Revisions: February $, 2005, October 13, 2005 May 9, 2006 'I%is is a working document and subject to change. ' COMMUNITY LAND MANAGEMENT PLAN South Village, South Burlington, VT This plan provides a framework for the use, preservation, restoration and management of open space in South Village. Prepared fort South Village Communities, LLC South Burlington, V1' Prepared byt LandWorks Civil Engineering David Raphael, Associates David Marshall, Principal-OA Natalie Steen, Planner Principal 211 Maple Street, P.O. Box 485 MW26 Shelburne, VI' 05482 Middlebury, VI' 05753 (802) 985-2323 (802) 388-3011 Applied Ecological Wildlife Consulting Services, Inc. David E. Capen Steven A. Apfelbautn University of Vermont t 17921 Smith Road 364 Aiken Center Brodhead, W153520 Burlington, VI' 05405 Ap,tk1 Euf Fcalicnku, lie' (608) 897-8641 (802) 656.3007 Tile Intervale William D. THE INTEkVALIi FoundationCountryman Lindsey Ketchel, Art V. Gilman Director of Programs 868 Winch Hill Road NO I'Et Authored 2$2 Intervale Road Northfield, VI' 05663 Section 3 Only Burlington, VT 05401 (802) 485.8421 (802) 660-0440 F TABjx OF CONTENTS INTRODUCTION 3 GENGitAL DBCRWION 3 OVERALLGOAIS 3 SECCION 1. MANAOEMC-NT OF NEIGHBORHOOD ACTIVITIES AND FACiLITIris 5 1.0 RLCRPATION PATH 5 2.0 SIDEWALKS E 3.0 Quiur PAiTis 5 3.1 Allowable Use "5 3.2 Manageinent/Maintenance 5 3.3 Rules 5 3.4 Off -path Use 4.0 PARKING AND ACCLSS 6 5.0 Pi: rs 6 6.0 RECRLATION FIELD AND FACILITIES 6 7.0 SIGNING 7 8.0 BACKYARDS- 7 8.1 Maintenance and fertilizing of Lawns, Gardens and Landscape 8.2 Fencing 8.3 Pets 7 8.4 HumanA Vildlife Conflict Preventative Measur 8 8.5 Feeding of Wildlife - 8 6.6 Maintenance/Enhancement of Natural Native Vel etatlon 8 Table 1. Sample List of Acceptable Plantings 9 8.7 Lighting 13 SLzMON 2. ECQL0C3ICAL RI!S 'ORATION AND HAWAT MANAGRML'NT PROaRAM- 15 1.019MODUGnON 15 1.1 Benefits and CharacterisWs of Restoration 15 11Restoration and ManagementPhilosopliy 16 1.3 Adaptive Restoration and Management 16 BOTANICAL I�N�yS� �,E NAME / COMMON FUNCTION 5r NAME FORM M1Y Yl1T lTl/l r,rNr+nTT111 7f 1T ION MATURE HEIGHT HARDINESS Z01'*11; (H) AND EXPOSURE AND SPREAD (8) Ilex / border, naturalizing 6 -10' 11 3b, sun or partial verticillata Winterberry 6, 10' s shade oval border, liedge, fruit 6 -10' h Qb, sun or shade Vaccinium corymbosurul garden 5 - 10' s liighbush Blueberry upright oval Viburnum naturalizing, border, 8. 10,11 3b, sun or partial cassinoides/ specimen 7 - 10's shade Witherod Viburnum, Wild Raisin upright oval Viburnum dentattan border, screen, 7,911, 3b, soil or partial f foundation7.9' foundation s shade Arrowwood Viburnum oval or round Viburnum trilobuin specimen, border, 8 - 10' 1a A sun or partial screen, naturalizing 6 - IU s shade American Cranberrybush upright oval Viburnum LARGE 81-IRTJBS AND SMALL TREKS (DECIDUOUS) Amelarrclrier Zrborcai- specinten�— - -- 25-- 49 h 3b, sun or partial naturalizing .15 - 30' s shade Downy Serviceberry upright oval specimen, 15 - 25' h 4a, sun or shade Amelanchier x grandiflora / naturalizing 10 -18' s Apple Serviceberry up£iglit oval specimen, 15 - 25' h A sun or shade Amelaricliler faevis/ Allegheny naturalizing 8.12' s Serviceberry upright oval BOTANICAL NATIVE, ----L-ANDSCAPTs - MATURE HEIGHT - - - -HARDINESS ZONE NAME./COMMON &" (I1) AND EXPOSURE NAMEI�UIVCTION FORM AND SPREAD (S} _ 3—b,, sun or shade Carplrtms carolinhoa specimen, 20- 39 h / woodlands, 15.20' s American Hornbeam naturalizing u right oval Corn us alternifolia / specimen, border 12.20' h 3b, sun or shade Pagoda DogAvood 8, I Z' s upright oval Prunus virginiana/ wildlife, border, 15, 25' lI 3b, sun or partial Chokecherry woodland edge 12- 15's shade oval to round Sorbus dccora / specimen 20 - 25h 3b, sun Showy Mountainash 15 - 20's upright oval Viburnum specimen, border, 12 - 15' h 3b, sun or shade prunifolitulll massing 8 - 12' s Blackhaw Viburnum upright oval MEDIUM AND LARGE TREES (DECIDUOUS) Acer rubrum / shade tree, specimen 50 - 70' h 3b, sun Red Maple 40 , 50' s upright oval Acer saccharin uni / shade tree, specimen 70 - 80' h 3b, sun Silver Maple 60 - 80' s broad oval to Irregular Acersacchartizzi/ shade tree, specimen 70. 80' h 3b, sun or partial Sugar Maple 40 - 60' s shade upright oval to round Berula alleghaniensis specimen, shade, tree, 40 - 60' li 3b, sun or partial / naturalizing 40.50' s shade Yellow Birch upright oval, round It BOTANICAL NATWE LANDSCAPE MATURE HEIGHT HARDINESS ZONE NAME / COMMON FUNCTION & (H) AND SPREAD (S) AND EXPOSURE NAME FORM Betula lenta / specimen, shade tree, 40 - 55' li 3b, sun or partial Black Birch naturalizing 35 - 45' s shade Upright oval Betula papyrifera/ specimen, shade tree, 60 - 75' h 3b, sun Paper or Canoe Birch naturalizing 30 - 50' s upright oval Carya ovata / specimen, shade tree 60.79 11 4b, sun Shagbark Hickory 40 - 50' s upright oval I ages grandifolia / specimen, shade tree 60.80' h A sun American Beech 40 - 50' s upright oval Ostrya virgin iana / specimen, shade tree, 40 - 50' h 4a, sun, partial shade Hop -hornbeam street tree 30.40' s upright oval Prunus serotina / woodland edge, 60 - 75' h 3b, sun Black Cherry naturalizing 30.50' s upright oval to irregular Quercus bicolor/ specimen, shade tree 50 - 70' h 3b, sun Swamp White Oak 40 - 50' s upright oval, round Tilia ninerlcana / specimen, shade tree, 70, 80' li 3b, sun .American Linden street tree 40.50' s Upright oval 171 TR7T Op FpN 'TR F_Ffi Ables balsamea / specimen, screen, 50 - 70' li 3b, sun or partial Balsam Fir windbreak, accent 20.30's shade p} ramid d 12 BOTANICAL _ _ NATIVE IANDSeAPE MATURE HEIGkHT - HARDINESS ZONE NAME/ COMMON FUNCTION & (H) AND SPREAD (S) AND EXPOSURE NAME FORM Juniperus virginiana screen, hedge 25 - 35' h - _ hb, sun 15.20's Eastern Red Cedar pyramidal Picea glauca / specimen, screen, 40, 60' I 3b, sun White Spruce windbreak 15 - 25' s pyramidal Pill us resinosa f screen, Windbreak 60 - 75' It 3b, sun Red Pine 25.35' s pyramidal Pinus strobus/ screen, windbreak, 60 - 75' li 3b, sun Eastern White Pine shade tree, specimen 25 - 35's ranlidal Thuja occidentalis/ screen, liedge, 30.40' li 3b, full sun, partial American arborvitae, specimen 10 - 20' s shade White Cedar pyramidal Tsuga canadensis/ specimen, screen, 50 - 75' h 3b, sun or shade Canadian Hemlock hedge 25 - 35' s pyramidal 8.7 Lighting Although sometimes necessary, outdoor lighting can have negative ecological effects on plants, animals, and even people. Light pollution threatens wildlife by disrupting biological rhythms and otherwise interfering with the behavior of nocturnal animals. The effects may be subtle and go unrecognized but can also be deadly. Research has revealed that behavioral patterns of insects, birds, fish, mammals and other wildlife are altered in significant, detrimental ways. For example, nocturnal birds use tic moon and stars for navigation during their biannual migrations. When they, fly through a brightly lit area, they become disoriented and are susceptible to collisions with over -lit structures. • Individual lights on buildings or in yards, other than what is necessary for safety, Is discouraged. Homeowners who want to acid additional outside lighting will need to apply to the Developer or Community Association for approval. Light sources will need to be hidden or pointed down to avoid or reduce excessive glare and visual impact on wildlife. The lowest level of illumination possible is desired. 13 Short terns seasonal decorations (Le. Christmas lights) shall be displayed for a maximum of G weeks -and subject to Community Association review and guidance. 14 - _ SECTION 2, ECOLOGIc , RmORA.TION AND HABITAT MANAGEMENT PROGRAM NOTEt Any work proposed under the restoration and inanagement program will be subject to review by the Agency of Natural Resources, a Conditional Use Deterniiiiation, and a Vermont General Permit. 1.0 hnRODUMON This Ecological Restoration and Habitat Management Program has been designed for the South Village residential development project in South Burlington, Vermont. Tliis program is based on the following design objectives: 1. Restore die ecology, diversity, and beauty of native plant communities in conservation preserves. 2. Improve the ecological function and Beauty of the communal open space and order areas by integrating ecological restoration with native landscaping. 3. Provide for the enjoyment of the conservation preserves. 4. Develop a long term ecological stewardship prograin for the open since. 1.1 Bethefits and Characteristics of Restoration Restoration of native plant communities improves the liealdi of ecosystems, including wildlife habitat and ecological function (e.g., storinwater management). The restoration of a complex native vegetation structure acid ricli biodiversity in South Village's woodlands, wetlands, wet grasslands and dative upland grasslands and forests will provide opportunities for populations of breeding birds, invertebrates, inammals, and otlier wildlife. 'lie ecological benefits of restoration are many. Tlie deep and fibrous root systems of die upland native plant communities stabilize and improve soil, capture and slow runoff frown developed and landscaped areas, and speed the absorption of water into die soil and groundwater. I-Iidden froth view, but just as important, the leaching of nitrogen and phosphorus —major contributors to water pollution and algae blooms --is slowed and water quality downstream improved. Many other functions, from seed bank replenisliment to the provision of food for wildlife, are enhanced by restoration. Tlie first two to three years of the restoration.process are the most difficult and costly. To firmly take hold in restorations, die native plants we favor must be helped to compete against established weeds, such as European buckthorn, Tartarian honeysuckle, garlic mustard, reed canary grass, and otlier introduced non-native species. Tasks will be carefully laid out and budgeted so that after the native plants are established, routine maintenance of the restored plant communities can begin. This routine maintenance is much less costly than the beginning stages ofrestorition. 15 1.2 Restoration and Management Philosophy The philosophy of restoration focuses on creating -ecologically valuable biological communities within the context of a developed or disturbed landscape. This document provides information that wives as a baseline for assessing the effectiveness of future restoration and managetnent efforts. Tlie goal o tc a a[ton - creating �i quality - environment - is represented by the plant life In the form of native plant communities. The assumption is that if the plant communities are restored, wildlife populations, ecological functioning, and liuman enjoyment will be enhanced. This project will focus on creating and restoring diverse ecological systems adjacent to developed areas. Presettlement vegetation was used its a reference to geode the restoration work, and it Is our intent to create plant communities that are native- to die area, and if possible native to the site. However, changes in the landscape and existing conditions often preclude the possibility of re-creating the original landscapes present 150 years ago. Where plant communities are adjacent to developed or traditionally landscaped areas, we will integrate the restorations with the adjacent lands. Ecological restoration does not title out opportunities for ornamental gardens and plantings that employ colorful, attractive native species. Properly designed and maintained, native plantings of shrubs, wildflowers, and grasses will result In an intriguing, often stunning display of color and form that blends into the more natural conservation areas or forms a transition from restored plant communities to developed areas. At South Village, landscaping concepts will be blended with carefully selected mixes of native plants to create Interesting and bc<tutiful displays for residents and visitors. Limited trails and gadiering spots will be designed to invite walkers through the restored plant communities and plantings. Vistas will he enhanced by plantings designed to draw the eye from one colorful feature to another. 1.3 Adaptive Restorations and Management Restoration and management programs need to be flexible because of the variability exhibited by the temporal and spatial resources addressed by a plain. Programs need at tunes to be changed In response to new data and derived Insights resulting from regular monitoring. ror these reasons, this program should be viewed as being neither conclusive nor absolute. This program is a starting point in an ongoing process of restoring the site's blodiversity and natural processes. Regular monitoring during the restoration process will provide feedback on the program's effectiveness, and generate information to evaluate and justify the need for changes. This process of evaluation, adjustment, refinement, and change is called "adaptive management." Adaptive management is a tool that is fundamental to the restoration, management, maintenance, work described in this program. 2.0WILDI..i+EI-JABrrt1.TCoNsim;Rxnom AND ECo1,OGicALRorommoN 2.1 South Village Design Process South Village was designed after a natural resource mapping was conducted of the property. During the inventory the lati&s current ecological conditions and ltcalt%were mapped and described for the vegetation systems and wildlife resources in the property. 16 The inventory also mapped drainage patterns, depressional topographic features, poor soils areas, erosionrisk, and other conditions on lire landscape. In addition, Geld wildlife studies to understand habitat use by wildlife were undertaken. �$cftzrn the�icYelrapn�ent`de,�lgnga�n,_t:ncologtcal_r��tonztiQziI��w.��Iucgardthatr- focused on 1) increasing native plant community diversity, 2) stabilizing soils, 3) providing improved wildlife habitat opportunities, $) reducing long-standing impacts of the presently abandoned agricultural uses on the land including ditched and tiled lands, graded and land filled areas, and 5) implementing ways to improve the stormwater functions of the land by reducing current water yields, improving the quality of water leaving the land, and stabilizing the hydraulics from current runoff, particularly in wetlands and the associated unnamed tributary stream. Planning for the development followed this ecological and: wildlife inventory, and restoration and stormwater conceptual design process. 2.2 Wildlife Use Patterns Wildlife use of the South Village property was most strongly associated with forested wetlands and mature forest areas near the eastern boundary (Capen 2000. Birds, too, were most numerous on. the eastern and northeastern portions of the property, die product of the Intersection of forest, wetland, and grassland habitat types. Most of the land west of the wetland is highly degraded and dominated by birds foot trefoil (Lotus cornfculatus) and other planted and typical followed farm field plants such as Canada goldenrod (Solidago canadensis), European brome grass (Bromus inermis), quack grass (Agropyron repens) and little else. 2.3 Sitc-Speeific opportunities Connecting Native Plant Com:ntmitfes The South Village site presents opportunities for connecting native plant communities, using greenways and other natural open space corridors. i:rnploying natural ecological systems for stornwater management, such as the Stormwater Treatment Train; (STT), will lielp achieve this objective. The proposed site design creates a substantial greenway that connects the site's central wetland with forested areas, reforested areas under the plan, mesic grasslands to be planted, and also with restored wetlands created. as a part of the stormwater management system (S M in the property. This greenway will provide valuable wildlife habitat, travel corridors, and opportunities for ecological stortnrvater management, habitat restoration, and many other ecological improvements. 3.0 REsToRA..TtoN AND Mt1NAGEmaNT ACI'1t,7M S 3.1 Introduction The Ecological Restoration and Management Program for South Village is comprised of two stages: n) RestoratfQrt Stage: The restoration stage is the period when major efforts are undertaken to restore vegetation and biological diversity and begin the process 2 Q%pen, D. H. 2004. South Village wildlife assessment. Unpublished report submitted to Retrovest Companies. 9pp. 17 of restoring ecological functions. The restoration stage includes enhancement of existing -degraded native plant communities as welt -as restoration of native plant communities that once occupied the site. Tasks during this phase include reducing undesirable species and planting native species. The period of time requ cd to cone ttct the �estoracian singe ilepcncls on the condition of the ecological system, the level of effort needed, and the opportunities and constraints (e.g., access, weather, biological response). Typically a restoration stage of three years for a given area is required, followed by the management stage for that area. GJ Management Stage. After achieving initial restoration goals, the restoration process shifts to a reduced -intervention, lower -cast management stage. Tasks during this stage include spot herbicide treaunents, remedial planting, and prescribed burning. To carry out the restoration and management stages, ecological concepts and prescriptions will be written and scheduled over a multi -year period for each of several management units that are developed fora site. Management units are typically ecologically significant groupings of plant communities that are convenient to manage. Tasks are performed on a regular schedule, guided by annual ecological monitoring. Management strategies are usually completed on a rotational basis. For example, areas that may be "managed with prescribed burning are often split into management units demarcated by existing and convenient firebreaks, such as biking trails or surface water features. In a given year, perhaps two management units on the site will be burned, and the following year another two units will be burned, and so on. While certain management tasks will occur only in particular management units in a given year, annual monitoring and other management Masks will occur throughout the entire conservation area. Management units for South Village will be developed during finalization of the project. 3.2 Scheduling A difficult part of the restoration and management program is to organize the tasks in a clear and easily understood format. It is important that the program and schedule be flexible. Flexibility is necessary if activities that are planned require suitable weather conditions. Flexibility is also necessary because feedback from the monitoring program may result in changes of strategy, techniques, and timing in order to satisfy the restoration goals. While prescribed burning.is an ecologically effective and cost-effective technique, it may be desirable that portions of the conservation area be restored and managed using alternative methods (e.g., more intensive mowing or herbicide regimes). A more detailed description of specific restoration and management tasks to occur in particular restored or enhanced native plant communities is provided in Section 3.6 below. 3.3 Monitoring & Reporting Ecological monitoring provides important: data about the effectiveness of the restoration and management progr�urt. It requires that the response of the native plant communities be checked regularly by meastrrillg ecological indicators of plant community recovery. 18 Effectiveness is judged against the goals and objectives of the project design. Goals can be F modified over time as a result of this feedback: The results of annual monitoring are used to direct the restoration and management activities for the upcoming year. Photography is often used to document a chronosequence of ecological change during restoration and management. Reports detailing locations and dates of all restoration and management efforts undertaken and the ecological monitoring that occurred should be completed annually. This report Is useful for noting the restoration progress, as well as assessing the need for modifications to the restoration and management program (i.e., adaptive management). 3.4 Specialized Training For many of the restoration tasks (e.g., prescribed burning, herbicide use, monitoring) specialized training (often involving licensing or certification), oversight, and guidance are required of personnel before the restoration program begins. Personnel and volunteers involved in prescribed burning, brush control, monitoring, seed collection, etc, should receive training commensurate wide the activity in which they would be involved. Training Is especially important for those activities that may have risk and safety implications (e,g., prescribed burning), but also for monitoring, where an accurate assessment of the response of die ecological system to the restoration treatments is required. 3.5 Restoration Stage Activities In our restoration work, AES aims to restore conservation areas to native plant communities specific to the project location, and where that 1s not possible or practical, we aim to restore areas to a community native to the site vicinity or region. Plant communities that will be enhanced and/or restored on the site include. • Mesic Forest • Brushl.-ands • Oak -Pine Forest • Oak Forest Grasslands • Wedands In addition to the above listed plant communities, colorful native plant enhancement areas will be designed into the site's open space and features, and a no mow roadside mix will be installed along roadways to facilitate maintenance and firebreaks. The tasks for enhancing and restoring the various plant communities proposed for the site arc outlined below, and a more detailed description including native plant species lists for each zone is to be included in future specifications. Mesic Porest, Brutshlaruls Remove invasive woody vegetation from the deciduous forest/woodland, including common buckthorn, black locust, and Tartarlan honeysuckle. Selectively cut aggressive native woody species such as boxelder, prickly ash, elm, and green ash. Tlils work may entail cutting and stump -treating hvtth an appropriate herbicide, basal bark application with herbicide then allowing dead saplings to fall and be 19 consumed over time by prescribed burning and/or decomposition.i, or foliar spray with herbicide. • Enhance forest/woodland areas using appropriate local ecotype saplings Intl seedlings including native oaks, chokecherry, Juneberry, gray dogwood, and American plum, as well as appropriate forest/woodland forbs and graminoids. • Control invasive non-native herbaceous vegetation with prescribed burning and/or appropriate herbicides, and encourage growth of native forest/woodland species. Oak fine Forest • Remove invasive woody vegetation as described in 1 above. Selectively thin existing pines to allow sunlight to penetrate the canopy and reach the forest floor in areas. • Enhance the oakpine forest area using appropriate local ecotype saplings and seedlings including white and red oaks, clrokecheriy, Juneberry, gray dogwood, and American plum, as well as appropriate forbs and graminoids. • Control invasive non-native herbaceous vegetation as described in 1 above, and encourage growth of native species. Oak Forest • Remove invasive woody vegetation from die existing oak forest and selectively cut aggressive native woody species as described in I above. • Enhance and restore dry oak forest patches within a grassland matrix, creating a mosaic of these two habitats. Use appropriate local ecotype saplings and seedlings of species currently occupying the area, including bur and Northern pin oak, as well as appropriate forest forbs and graminoids. • Control invasive non-native lerbaceous vegetation as described in 1 above, anal encourage growth of native species. Grcassiawls Enhance remnant and restored grassland areas on the site. Restore mesic native grasslands appropriate within the site's conservation areas. This work will require appropriate site preparation and control of invasive species (e.g., brome grass and reed canary grass) using prescribed burning and appropriate herbicides. Following site preparation, soil preparation and sceding/planting with appropriate, local ecotype, native grassland species will occur. Many portions of the site can be converted to native grassland systems with moderate effort. Wetlands Enhance die existing wetland and its surrounding agronomic weed dominated buffer area to diverse native plant communities. Prior to enliancetnent, die wetland will require control of Invasive non-native species through application of appropriate herbicides and possibly prescribed burning. Appropriate training and permits for use of selective herbicides for use in the wetland and wetland buffer will be obtained from the State Department of Agriculture to allow these activities to 20 occur. Herbicides are not broadcast sprayed during a restoration process. Instead they are wick�applied directly to the target individual plants, which uses 1/25 the quantity of herbicide and also reduced exposure risk to other biota. The species of most concern In the site wedand are the invader from Southeast Asian, Reed canary grass (Phalaris arundinancea) and a hybrid grass introduced from Europe, called Giant reed grass (Phraginkes communis). Reduction of these aggressive exotic species will allow the sedge meadow, wet grassland and emergent wetlands in the property to be enhanced and restored. Introduction of locally harvested native genetic seed stocks for wetland species, and management that stimulates the native seed bank response for the appropriate for the anticipated water regime, and the surrounding buffer areas should be restored with native mesic grassland, wet grassland, and appropriate woody vegetation. Numerous new wetlands will be created as a result of the site's Stormwater Treatment Train',' (STI) elements. Stormwater will flow into native vegetated swales and into infiltration areas (typically wet grasslands and native upland grasslands) as well as deeper mixed emergent marshes. These wetland areas will be designed, graded, and planted to provide diverse native wildlife habitat that provides stormwater management functions as well as aesthetic and wildlife benefits. 3.6 Management Stage Activities Following the first three to five years of the restoration stage, the project will transition into the management stage. The management stage is critical for maintaining the value of the investment, perpetuating the plant community, and maximizing the ecological and aesthetic benefits of the native plant communities. Management activities will occur within designated management units. Appropriate management tasks for the entire conservation area and within particular management units will be guided by the annual monitoring;. Monitoring provides feedback on the success of the restorations and enhancements, identifies developing problems, and is used to modify management techniques in order to achieve a higher success rate. Both long-term management and monitoring are intended to be conducted in perpetuity at South Village. In brief, long-term management of the site's conservation areas will include restoring the fire regime through prescribed burning where appropriate. Lowland hardwood forest rarely burned historically. However, during restoration and the early phases of ongoing management, surface fires are a great help in reducing non•nativc plant species cover and encouraging the growth. of native groundlayer species. NVedands, forests and wet grasslands and native upland [grasslands, however, would benefit greatly frorn a regular schedule of prescribed burning. The Lake Champlain valley has a historic fire history and has been largely shaped by indigenous Americuz-use of prescribed burning which has contributed to the unique flora and character of the forests, wetlands and grasslands still present to this clay. The goal of burn management Is to emulate the historic conditions that shaped the native plant communities in the valley. Limited use of appropriate physical (e.g., Cutting) and chemical (e.g., llerbicide)-treatments may be necessary to control invasive plant species at the site. Species of particular concern 21 observed at the site Include common buckthorn, black locust, and Tartarian Honeysuckle, reed canary grass, and smooth brome. The management tasks described in Table 2 below are repeated at certain intervals for different plant communities. Repetition is necessary to ensure that the restored condition of the plant communities is maintained over the long term. Table 2. I.ottg-Term Management Activities PLANT COMMUNITY' PRESCRIBED BURNING SPOT HERBICIDE � I , RI?ATMI?NT REMEDIAL SEEDING &. PLANTING ANNUAL MONITORING Mesic forest 2-3 2.3 3-5 Brushlands 23 2 3 1 Oak -Pine Forest 5-7 1-2 23 1 Oak Forest 2-3 1-2 2-3 1 Mesic Grassland 2.3 2-3 3-5 1 Wet Grassland Meadow 3-4 1-2 3,5 1 Emergent Wetland 3-4 1,2 3-5 1 Notes: Numbers represent frequency of tasks (In years). Spot Hetbicide Treatuient and Remedial Seeding & Planting schedules sssunic that prescribed burning will be employed as a restoration and management technique. If prescribed burning is not employed as a restoration and management technique, mowing would likely be required. 22 SECTION 3. AGRICULTURAL MANAGEMENT PLAN BY THE INTERVALE 1..0 BACICGRoum For the past sixteen years, the Intervale Foundation leas played a leadership role in developing urban agriculture In the City of Burlington, Vermont. Today eleven independent farmers participate in the Farm Program. A total of 110 acres produce a wide variety of crops including flowers, mixed vegetables, fruit, eggs and grains. In addition to typical farm markets like farmers' markets, restaurant and grocery stores, the Intervals has supported the development of a Community Supported Agriculture (CSA) market option. Today, five farms at die Intervale offer CSA members a weekly basket of mixed vegetables, fruits and flowers for approximately 800 families during the hnrvest seasons from June thru October. In return members pay a share price for the entire season. The share price provides farmers with operating capitol in the beginning of the season and the members receive weekly baskets of the bountihil harvest diroughout the growing season. Vermont Agriculture is experiencing a renaissance. While traditional farms are experiencing a loss in farm numbers and acres in production, there is a strong growth In both farms and acres in diversified agricultural production. For many individuals Interested in launching their farms, formidable barriers still exist. One key challenge particular to Chittenden County and surrounding communities is access to affordable land and capital expense associated with startup operations. 2.0 GENERAL RpCOMMENDArfoN Farmland in South Village poses a strategic opportunity to offer one to three new faun endeavors access to highly productive agricultural lead. The South Village housing development, surrounding neighbors and communityaccess make it ideal to launcli a community supported suburban farm experience including a CSA, pick your own, and farm stand operation. South Village farmland could easily incorporate a direct to consumer and/or wholesale conservation nursery as well. 3.0 EAMI The land size (approximately 35 ncres) and configuration (mostly flat with road frontage), and soil types could create a thriving suburban agricultun►1 opportunity. The acres available could accommodate ample production to effectively support one to three farm operations. Due to the close proximity to residential development we recommend a mixed vegetable and horticultural production utilizing organic practices. It will be necessary to develop a variety of farm infrastructure in storage, walk-in coolers, hoop houses, greenhouses, farm residence, irrigation system and a variety of farm equipment. A percentage of lot sales could effectively capitalize farm infrastructure needs. Exemption and or special consideration should be applied to loewinconte unity. 23 3.1 Farm Operations The site has the potential to house one to three typical organic mixed vegetable farms producing 30-35 varieties of vegetables, herbs, cut flowers and small fruits (like strawberries and raspberries). In addition, a Conservation Nursery would be able to provide ecologically sensitive native plant material to complement the unique environmental commitment that South Village proposes. 3.2 Typc of Products • A typical organic mixed vegetable farm produces (30-35 varieties), flowers, herbs and a variety of fruits such as strawberries, raspberries and melons. • Small fruits like strawberries and raspberries. • Cut Flowers • Native /Conservation Nursery would be able to provide ecologically sensitive plant material and complement the unique environmental commitment that South Village possesses. 3.3 Farm Recruitment Strategies It will not be difficult to find farmers to operate this parcel of land. Recent land offerings by the Vermont Land Trust in Chittenden County had over nineteen applicants. Both the Local land trust and Intervale Foundation receive numerous inquires from individuals seeking farm opportunities in Chittenden County. Utilizing existing resources like agricultural organizations' websites, Land -Link and public relation outreach should generate ample farm candidates. A Comprehensive process and protocols for farm selection sliould be developed in 2005 and could be modeled after existing organizations like the Intervale and area land trusts who have extensive experience in farm recruitment and selection. 3.4 Transparent Farm Management and Goals South Village residents, neighbors and commuters will all have a strong awareness of the farm. The farm will operate -with transparent farm management policies and goals. Mutual goals should be established between the landowner, residents and the farm operators. 3.5 Long%.Ccrm Lease Agreements Utilizing a comprehensive lease agreement will provide shared understanding and expectations between the landowners and die participating farms. The agreementwill include land lease/rental fees and term, equipment protocols (fees if appropriate), renewal, termination, revision eligibilities and liability requirements. We recommend the farm carry comprehensive liability insurance. In addition the farrier will be required to hold harmless the property owners (indemnification). The farm will agree to follow all written protocols, including operational provisions. The Intervale Foundation has a comprehensive tease agreement that will serve as an excellent template. These agreements will provide the owners with appropriate land management oversight. 3.6 Restrictions All restrictions and acceptable agricultural -practices will be present in the farm lease agreement and/or protocol section. All farmers will be required to meet organic 24 production standards as per NOI+A guidelines. Due to the close proximity to the homes no ' livestock product will be allowed. Limited hours of operation for machinery will be outlined in protocols but an emergency clause will ensure that the farmer could operate machinery to save the farm from catastrophic loss. In addition we recognize farm odors related to compost will require restriction In its location and management practice to minimize unpleasant odor experiences. 4.0 MARIEcor Dramatic interest in organic agriculture, increased interest in purchasing of local farm products and the number of CSA farmer operations indicate dint a CSA and various direct market options would be viable for South Village. In just the past ten years, the number of certified organic farms in Vermont has grown from, 78 to 345. In the food industry die organic food products have been experiencing an annual growth rate of twenty percent since 1998. The number of CSA farmers in Vermont has grown substantially from a handful of farmers In 1990 to 10 farrmns offering this unique local access to local and/ or organic food. According to a recent Vermonter Poll conducted by the University of Vermont's Rural Studies department, there is significant interested amongst Vermonters to purchase local farm product. One of the identified barriers is access to product. These emerging consumers are becoming more health. conscious and recognize the importance of access to fresh, healthy food for their families. With many small farms not structured and/ or viable, to access large grocery chains, creative and alternative shopping options like CSA's will help small farmers capture this market interest. 4.1 Farm. Market Recomnntendations Cornmtmity SuppoTted Ag-imdture Primary market should consist of a Community Supported Agricultural (CSA) farm model. Due to the unique nature of the South Village development and South Burlington's commitment to supporting agricultural efforts in its south quadrant n CSA farm would link consumers and farmers for mutual benefit: Consumers will receive fresh and affordable produce and have the pleasure of being part of far in life. CSA's help farmers Increase their f nancial security and develop strong relationships with their farm members. On average, CSA members' households save twenty to thirty percent over typical retail prices. In addition to products produced on the farm the CSA could easily offer Iocal meats, cheese and breads for example, whielh are produced In the area. South Village CSA could accommodate between 450 to 500 members. We anticipate the farm. -recruiting members from both residents of South Village and neighbors alike. Members of the farm will build a vibrant farm community in a unique suburban setting. Typically, CSA members help set the oven. It direction of the Farm through a steering committee, while others contribute by helping in the fields, making phone calls or planning special events. These special events like seasonal potlucks, annual meetings, and otm-farm activities enhance the connection to die farm. 25 • Distribution Beginning in mid June through early -November produce is available on a weekly basis. The member comes to the farm and collects their share of the harvest. Designated pickup clays (t%viee a week) and times (typically from 3:00 to 6:30 pan.) provide a friendly environment to see friends and neighbors. Product variety starts in June with lettuce, salad greens, peas, broccoli, zucchini, beans, basil and strawberries. Summer months provide shareholders with spinach, greens, baby beets, carrots, onions, tomatoes, cucumbers, peppers, tomatoes, eggplant, garlic, onions, melons and new potatoes. Fall months bring squash, pumpkins, kale, Brussels sprouts and root crops. • Mare Options Members receive a portion of the harvest based on their membership levels. Generally, Sinall Shares feed 1-2 adults, Medium shares, 2.3 adults and Large shares, 3 or more adults. The CSA could also offer subsidized memberships and working memberships. Farm Stand and Pick Your Otswt Farm stands offer a more traditional shopping experience for die consumer and help reduce marketing costs like transportation, shipping containers and wholesale handling cost for the farmers. Special consideration is required for getting customers to the market and overcoming customers' perceptions of roadside markets as being less clean and having lower quality produce. High duality diversificd crop production must meet three season (spring, summer and fall) inventory and customer interest. Facilities need to include sales area, adequate parking and roadway access. Effective and efficient market layout can attract customers, induce thein to buy more, and reduce labor hours. More farm stands are incorporating agricultural experiences like pick -your own, entertainment and education. 5.0 LAND MANAGEMENT In evaluating the land it is apparent that the 35-acre parcel is well suited to support a variety of agricultural endeavors and approximately seventy acres should remain in n natural state. Existing Soil types and conditions would be able to support the cultivation of a wide variety of agricultural production. The designated wetland and wildlife habitat areas will be preserved and appropriate restoration practices implemented to ensure biodiversity and encourage native plant communities provided, however, that commercial agricultural uses shall remain a permitted use in all land management areas, including but not limited to the designated wetland and wildlife habitat areas, so long as the proposed agriculture use complies with the Vermont Wetland Rules, the most recent policies and regulations adopted by the Vermont: Agency of Agriculture, Food and Markets, and Section 3 of this Land Management Plan. 26 5.1 Soil Maintenance and Improvement Unfortunately the land has been out of agricultural production for quite some time. After soil analysis has been completed we strongly recommend that cultivation and cover crop activity occur in the spring and fall of 2005. All lease agreements with farmers will require an annual land management review. Land use practices, soil amendments applied, cover crop, methods of tillage and insect and disease control should be monitored. Fanners should meet and/or exceed organic production practices. To ensure long term health of the soil one third of the parcel should remain In cover crop. 5.2 Commitment to Perm Operation In Perpetuity Since the farm operations will be providing critical benefits to the neighborhood and community alike we recommend that the developer and or landowners work with a land trust to identify options to ensure the land will remain itt agriculture. Otte option to consider would be transferring development casements and stewardship oversight of a portion of the property to a land trust. This option is being explored with the Vermont Land Trust and other appropriate entities. There are a number of land trusty in the local, state and national arenas, which would be very interested in partnering with this creative community development model. 5.3 Wetlands and Wildlife Habitat A wetland and wildlife habitat assessment will identify areas chat will require restoration and management efforts. Due to the proximity to construction and the ecological design efforts we do not anticipate any negative impact to sensitive areas by the farm operations. A construction protocol to mitigate any negative impact will be included in construction contracts consistent with Federal and local requirements. Appropriate (Manning, regenerative practices, plantings of native plants and natural efforts will ensure the wetland and wildlife habitat flourish and are compatible with the farce operaations, 27 u1OD CDµ o 3- t SOUTHVIl11iGE , 't 1 d � >�era ou.nirn M tj tw 1 m w,.ae7 F Ow ARF?C57CFLC 1 aanumr a - s to Arm car un . m IV 1 ? 1 a St�E sTcac �!�. _ ARCM--CLCGCAL'i l ,'�-� - ^ S5 M - FLAN arm c w xa �c: DOREMUS KANTOR & ZULLO ATTORNEYS AND COUNSELLORS AT LAW FRCKOK & BOARDMAN PLACE 346 SHELBURNE ROAD, SUITE 401 P.O. BOX 445 BURLINGTON, VERMONT 05402-0445 PETER M. DOREMUS STEVEN J. KANTOR JUDrrH L. ZULLo BRIAN P. CREECH STEVEN E. SCHINDLER, OF COUNSEL TEL: (802) 863-9603 FAx: (802) 658-5685 www.dkzlegal.com ASrILEY LAROSE, RP®, PARALEGAL ATTORNEY'S REPORT AND OPINION ON TITLE RECORD OWNER: South Village Communities, LLC PROPERTY ADDRESS: 1840 Spear Street, South Burlington, Vermont (the "Property") PROPERTY DESCRIPTION: Being a portion of the land and premises conveyed to South Village Communities, LLC by Warranty Deed from Paul R. Calkins dated November 29, 2007, and recorded in Volume 801, Pages 465-466 of the City of South Burlington Land Records, and in Volume 348, Pages 416- 417 of the Town of Shelburne Land Records. That portion of South Village located in the Town of Shelburne is a small triangular parcel of undeveloped land. Being the lands and premises conveyed to Paul R. Calkins by Warranty Deed of Paul R. Calkins, Trustee of the Downing -Calkins Revocable Trust, dated December 2, 1997 and recorded on December 12, 1997 in Volume 419, Page 454 of the City of South Burlington Land Records, and recorded on December 18, 1997 in Volume 210, Page 106 of the Town of Shelburne Land Records, and being more particularly described therein as follows: `Being certain premises consisting of 242 acres, more or less, with the buildings and improvements thereon and the contents therein, located on the easterly side of Spear Street, so-called, and being all of those same lands and premises conveyed to the Grantors herein, Harley D. Downing and Rena E. Calkins, by Warranty Deed of Sand Dunes Realty Corporation dated May 17, 1945 and recorded in Volume 20 at Page 55 of the South Burlington Land Records and also recorded in the Shelburne Land Records and being all of those same lands and premises conveyed to Sand Dunes Realty Corporation by deed of Rachel S. Fuller, Executrix, by deed dated September 17, 1943 and recorded in Volume 18 at Pages 109-111 of the South Burlington Land Records, and in Volume 28 at Pages 557-559 of the Miscellaneous Records of the Town of Shelburne.' "The Grantor herein, Paul R. Calkins, Trustee as aforesaid, hereby warrants that he is the sole Trustee of the aforesaid Revocable Trust, that his appointment as said Trustee has never been revoked, and that his conveyance is being made in accordance with paragraph 2 of the aforesaid Trust Agreement, which provides, in part, as follows: `...Upon the death of the survivor of the Grantors, this Trust shall terminate and the outstanding balance shall be paid, delivered or conveyed over to Paul R. Calkins of Lyndon, Vermont...' "The Grantor herein further warrants and that the said Harley D. Downing died on August 19, 1987 in Burlington, Vermont, and that the said Rena E. Calkins died on September 4, 1996 in St. Johnsbury, Vermont." The land and premises described herein are subject to and have the benefit of all of the easements, rights of way, rights, covenants, conditions, restrictions, permits, approvals, regulations and certificates of occupancy described in the Declaration of Community Association and Covenants, Conditions and Restrictions for South Village dated May 21, 2008 and recorded in Volume 815, Page(s) 384-467 of the City of South Burlington Land Records, including all Exhibits and Plats. EXCEPTING THEREFROM, those units subsequently conveyed by South Village Communities, LLC. Reference is hereby made to the above -mentioned instruments, the records thereof, the references therein made, and their respective records and references, in further aid of this description. This report on title to the Property is based upon examination of the Land Records of the City of South Burlington, Vermont (the "Land Records") and the Land Records of Shelburne, Vermont (the "Shelburne Land Records"). This report is addressed solely to matters affecting record title to the above -described lands and premises (hereinafter the "Property"). In providing it, we have assumed that at the time of our examination of title, all documents theretofore delivered to the municipal clerk, have been correctly and completely indexed, and that all oral statements made to us by governmental officials with respect to the status and content of public records were correct and complete. We also have assumed, without independent verification, the genuineness of all signatures, the due authorization of all recorded documents and instruments affecting record title to the property, and the enforceability of all such documents and instruments in accordance with their terms. This opinion and report on the title is furnished in connection with a proposed transfer of wastewater line easements, stormwater management easements, recreation path easement, sidewalk easement, and streets and roads as required by the South Burlington Development Review Board and as shown on a plan entitled "Phase 2 Easement Plan, South Village Communities, LLC, Spear Street, South Burlington" prepared by Civil Engineering Associates, Inc., dated October 13, 2013, last revised October 15, 2014, from South Village Communities, LLC to the City of South Burlington; it is for the sole use of City of South Burlington, and South Village Communities, LLC and is not transferable. 2 Based on such examination and the assumption that the records examined are currently and correctly indexed in the general indices, it is my opinion that, except as set forth below, on the effective date of this report the title of the record owner is a marketable title in fee simple. 1. MUNICIPAL CHARGES: (Unless otherwise indicated, these are based on oral verification by the appropriate municipal officer.) i. Assessed Valuation: The Property is not separately assessed as of the date of this opinion. South Burlington $ 5,000,000.00 (Parcel I.D. No. 1640-01840) Shelburne: $33,000.00 (Tax I.D. No. 2282-000000) ii. Taxes for the Current Fiscal Year: The Property is not separately assessed as of the date of this opinion. South Burlington Property taxes on the Property for the current fiscal year, July 1, 2014 to June 30, 2015, are $98,994.99 and are due and payable in three equal installments on the 158' of August, November and March. Shelburne Property taxes on the Property for the current fiscal year July 1, 2014 to June 30, 2015 are $572.97 and are due and payable in three equal installments due on the 15th of August, November and March. iii. Delinquent Taxes: None of record. iv. Street, Curb and Sidewalk Assessments: None of record. V. Water Liens: None of record. vi. Electricity Liens: None of record. vii. Sewer Assessments: None of record. viii. Fire District, School District or other Municipal Liens or Assessments: None of record. 2. MORTGAGES: a. Mortgage Deed to Chittenden Trust Company, dated November 29, 2007 and recorded in Volume 801, Page 467 of the Land Records; and in Volume 348, Page 418 of the Town of Shelburne Land Records, as amended by the following: Amendment to Mortgage to People's United Bank (successor to Chittenden Bank d/b/a Chittenden Trust Company), dated December 3, 2010 and recorded in Volume 978, Page 297 of the Land Records, and in Volume 381, Page 60 of the Town of Shelburne Land Records. ii. Amendment to Mortgage to People's United Bank, dated November 30, 2012 and recorded in Volume 1123, Page 35 of the Land Records, and recorded in Volume 404, Page 267 of the Shelburne Land Records. iii. Amendment to Mortgage to People's United Bank, dated October 25, 2013 and recorded in Volume 1193, Page 145 of the Land Records, and recorded in Volume 414, Page 404 of the Shelburne Land Records. 3. ATTACHMENTS AND LIENS: None of record during the time period searched. 4. EASEMENTS AND RIGHTS OF WAY: The Property may be subject to following the easements and rights of way for South Village Community: a. Easements and rights granted to Vermont Electric Power Company, Inc. as described in the Findings and Order of the State of Vermont Public Service Board dated December 30, 1976 in the matter Vermont Electric Power Company, Inc. v. Rena E. Calkins and Harley D. Downing, Docket No. 3828, recorded on January 11, 1977 in Volume 131, Page 19 of the City of South Burlington Land Records, and as described in the Supplemental Findings and Order of the Vermont Public Service Board in the said matter dated January 4, 1977 and recorded on January 11, 1977 in Volume 131, Page 31 of the Land Records; b. Easement Deed of Paul R. Calkins to Green Mountain Power Corporation and Verizon Telephone Company dated December 6, 2001 and recorded in Volume 531, Page 267 of the Land Records. record: Easements and rights of way shown and depicted on the following plans of i. "Master Plat Plan, South Village, Spear Street and Allen Road, South Burlington, VT," Drawing Number S 1.0, prepared by Civil Engineering Associates, Inc., dated August 2004, last revised August 7, 2007 and recorded in Map Slide 503, page 4 of the Land Records: ii. "Master Plan Phasing, South Village, Spear Street and Allen Road, South Burlington, VT," Drawing Number S 1.1, prepared by Civil Engineering Associates, Inc., dated June 2004, last revised August 7, 2007 and recorded in Map Slide 503, Page 5 of the Land Records; iii. "Master Plan Phasing North, South Village, Spear Street and Allen Road, South Burlington, VT," Drawing Number S1.2, prepared by Civil Engineering Associates, Inc., dated August 2004, last revised August 7, 2007 and recorded in Map Slide 503, Page 6 of the Land Records; iv. "Master Plan Phasing South, South Village, Spear Street and Allen Road, South 4 Burlington, VT," Drawing umber S1.3, prepared by Civil Engineering Associates, Inc., dated August, 2004, last revised August 7, 2007 and recorded in Map Slide 504, page 1 of the Land Records; V. "Master Plan Phasing East, South Village, Spear Street and Allen Road, South Burlington, VT," Drawing Number S 1.4, prepared by Civil Engineering Associates, Inc., dated August 2004, last revised August 7, 2007 and recorded in Map Slide 504, Page 2 of the Land Records; vi. "Phase 1 Subdivision Plat, South Village, Spear Street and Allen Road, South Burlington, VT," Drawing Number S1.3A, prepared by Civil Engineering Associates, Inc., dated July, 2004, last revised May 16, 2007 and recorded in Map Slide 506, Page 4 of the Land Records; vii. "Phase I Subdivision Plat, South Village, Spear Street and Allen Road, South Burlington, VT," Drawing Number S1.3B, prepared by Civil Engineering Associates, Inc., dated July, 2004, last revised November 14, 2013 and recorded in Map Slide 573, Page 6 of the Land Records. d. Easement Deed granted to Vermont Gas Systems, Inc. by Easement dated January 11, 2008 and recorded in Volume 807, Page 129 of the Land Records. e. Easement to Green Mountain Power Corporation and Verizon New England, Inc. dated December 13, 2008 and recorded in Volume 803, Page 687 of the Land Records. f. Easement to Verizon New England, Inc. by Easement Deed dated March 7, 2008 and recorded in Volume 820, Page 178 of the Land Records. 5. LEASE LAND RENT: None of record during the time period searched. 6. PROTECTIVE COVENANTS; OTHER RESTRICTIONS OF RECORD: a. Development Agreement by and between the City of South Burlington and South Village Communities, LLC dated August 8, 2007 and August 9, 2007 and recorded in Volume 792, Page 69 of the Land Records. b. Irrevocable Offer of Dedication from South Village Communities, LLC to the City of South Burlington dated October 12, 2007 and October 15, 2007 and recorded in Volume 798, Page 240 of the Land Records. C. Development Escrow Agreement by and between the City of South Burlington and South Village Communities, LLC dated December 3, 2007 and recorded in Volume 802, Page 25 of the Land Records. d. Declaration of Community Association and Covenants, Conditions and Restrictions for South Village, a Conservation Community, dated May 9, 2008 and recorded in 5 Volume 815, Page 384 of the Land Records. e. Amended and Restated Irrevocable Offer of Dedication from South Village Communities, LLC to the City of South Burlington dated January 21, 2014 and recorded in Volume 1203, Page 106 of the Land Records. f. Amendment to Development Escrow Agreement by and between the City of South Burlington and South Village Communities, LLC dated June 3, 2014 and recorded in Volume 1218, Page 144 of the Land Records. 7. STATE OF VERNVIONT ENVIRONMENTAL AND LAND USE REGULATIONS: The Property is subject to, and benefits from, the following State of Vermont Agency of Natural Resources Land Use, Subdivision, and/or Stormwater Discharge Permits of record: a. Land Use Permit No. 4C 1160-1 dated August 23, 2007 and recorded in Volume 793, Page 723 of the Land Records, as amended by 4C1160R-1A dated September 3, 2008 and recorded in Volume 825, Page 446 of the Land Records, and recorded in Volume 355, Page 294 (and re -recorded in Volume 355, Page 555) of the Shelburne, as amended by Land Use Permit No. 4C1160R-2, dated August 20, 2008 and recorded in Volume 823, Page 652 of the Land Records, and recorded in Volume 355, Page 59 of the Shelburne Land Records, as amended by Land Use Permit No. 4C1160R-lB dated December 11, 2013 and recorded in Volume 1213, Page 235 of the Land Records, and as may be amended from time to time. b. Wastewater System and Potable Water Supply Permit No. WW-4-2613 dated July 11, 2007 and recorded in Volume 790, Page 340 of the Land Records, as amended by WW 4- 2613-1 dated July 3, 2008 and recorded in Volume 821, Page 20 of the Land Records, as amended by WW-4-2613-2 dated December 10, 2013 and recorded in the Land Records and in Volume 415, Page 100 of the Shelburne Land Records, and as it may be amended from time to time. C. Notice of Issuance of Stormwater Discharge Permit No. 4096-INDS.A by the Vermont Department of Environmental Conservation, dated December 3, 2010 and recorded in Volume 979, Page 173 of the Land Records. d. Notice of Issuance of Stormwater Discharge Permit No. 4096-INDS.AR by the Vermont Department of Environmental Conservation, dated October 8, 2014 and recorded in Volume 1237, Page 64 of the Land Records. e. Authorization of Notice of Intent #4096-9020 under Construction General Permit #3-9020 issued June 25, 2009 by the ANR Watershed Management Division. f. Conditional Use Determination No. 2001-274 dated May 1, 2006 and recorded in Volume 789, Page 286 of the Land Records, and as it may be amended from time to time. g. Public Water System Permit to Construct, Project #C-1688-05.0 WSID 95090, and as it may be amended from time to time. h. Consent Decree and Order of the State of Vermont Environmental Court in the civil action In re: Appeal of Skip & Denise Vallee, Docket Nos. 27-2-06 Vtec, 111-5-06 Vtec, 116-5-06 Vtec, 74-4-05 Vtec and 196-8-06 Vtec, dated January 18, 2007, January 29, 2007 and February 6, 2007. i. State of Vermont Agency of Natural Resources Individual Wetland Permit File #2013-049, dated September 10, 2014 and recorded in Volume 1233, Page 119 of the Land Records. 8. MUNICIPAL LAND USE PERMITS AND APPROVALS: The City of South Burlington has issued a Zoning Compliance Certification, dated October 1 2014, indicating that the City of South Burlington is not aware of any pending zoning enforcement actions against South Village Communities, LLC for 1840 Spear Street in South Burlington. The Property is subject to and benefits from the following, but not limited to the following, City of South Burlington Zoning Permits of record in the Zoning Department: a. Development Review Board Findings of Fact & Decision on Master Plan Application #MP-04-01 dated March 10, 2005. b. Development Review Board Findings of Fact & Decision on Master Plan Application #MP-04-01 dated July 19, 2005. C. Development Review Board Findings of Fact & Decision on Preliminary Plat Application #SD-04-55 dated August 3, 2005. d. Development Review Board Findings of Fact & Decision on Master Plan Application #MP-05-02 dated February 10, 2006. C. Development Review Board Findings of Fact & Decision on Preliminary Plat Application #SD-05-92 dated February 10, 2006. f. Development Review Board Findings of Fact & Decision on Filial Plat Application #SD-06-21 dated May 3, 2006. g. Zoning permit No. ZP-07-389 dated November 7, 2007. h. Development Review Board Findings of Fact & Decision on Preliminary Plat Application #SD-07-74 and Final Plat Application #SD-07-75 dated January 9, 2008. i. Development Review Board Findings of Fact & Decision on Preliminary Plat Application #SD-08-03 and Final Plat Application #SD-08-04 dated March 6, 2008. 7 j. Development Review Board Findings of Fact & Decision on Site Plan Application #SP-08-34 dated May 20, 2008. k. Development Review Board Findings of Fact & Decision on Site Plan Application #SP-08-35 dated May 20, 2008. 1. Development Review Board Findings of Fact & Decision on Preliminary Plat Application #SD-08-24 and Final Plat Application #SD-08-25 dated May 22, 2008. M. Development Review Board Findings of Fact & Decision on Site Plan Application #SP-08-54 dated July 15, 2008. n. Development Review Board Findings of Fact & Decision on Preliminary Plat Application #SD-08-43 and Final Plat Application #SD-08-44 dated September 2, 2008. o. Development Review Board Findings of Fact & Decision on Site Plat Application #SP-08-103 dated October 27, 2008. P. Development Review Board Findings of Fact & Decision on Site Plat Application #SP-08-117 dated January 20, 2009. q. Development Review Board Findings of Fact & Decision on Preliminary Plat Application #SD-08-60 and Final Plan Application #SD-08-61 dated January 20, 2009. r. Development Review Board Findings of Fact & Decision on Preliminary Plat Application #SD-08-63 and Final Plan Application #SD-08-64 dated January 20, 2009. S. Development Review Board Findings of Fact & Decision on Master Plan Application #MP-09-01 dated April 21, 2009. t. Development Review Board Findings of Fact & Decision on Final Plan Application #SD-09-17 and #SD-09-18 dated April 24, 2009. U. Development Review Board Findings of Fact & Decision on Final Plan Application #SD-09-36 dated September 1, 2009. V. Development Review Board Findings of Fact & Decision on Site Plan Application #SP-10-53 dated September 10, 2010. W. Development Review Board Findings of Fact & Decision on Site Plan Application #SP-10-54 dated September 10, 2010. x. Development Review Board Findings of Fact & Decision on Miscellaneous Application #MS-10-08 dated September 21, 2010. Y. Development Review Board Findings of Fact & Decision on Miscellaneous Application #MS-10-09 dated September 21, 2010. Z. Development Review Board Findings of Fact & Decision on Miscellaneous Application #MS-10-10 dated September 21, 2010. aa. Development Review Board Findings of Fact & Decision on Final Plat Application #SD-13-37 dated December 19, 2013. This list of City of South Burlington approvals is in the process of being updated. 9. OBJECTIONS TO TITLE: REMARKS: a. A Notice of Claim was filed by R.M. Vallee and Denise Vallee concerning a Settlement Agreement dated on or about November 28, 2006. The Notice of Claim states that pursuant to the Settlement Agreement, South Village has agreed to provide the Vallees with thirty (30) days prior written notice of any sale of lots in that portion of the property designated as "Phase 3" in the Settlement Agreement or any part of "Phase 3". Said Notice of Claim is dated May 26, 2010 and is recorded in Volume 935, Page 63 of the Land Records. In addition, a Notice with the same information, dated May 27, 2010, is recorded in Volume 935, Page 346 of the Land Records. b. Consent to Company Action by the Members of Spear & Allen, LLC, dated December 21, 2011 and recorded in Volume 1083, Page 110 of the Land Records authorizing sale of Lots and Units in South Village. C. The information in this Certificate pertaining to any delinquent taxes, water or sewer charges, etc., was obtained from the appropriate municipal official or department and is reported as given by such department or official. The undersigned, not having personally examined those records, certifies only to the extent of information that was reported and is not responsible for incorrect information provided by such authorities. d. The State of Vermont has had jurisdiction over wastewater and water supply (WW/WS) systems since September, 1969. This is a complex area of law and regulations changes frequently. Jurisdiction can attach, and a WW/WS permit (permit) may be required, upon the occurrence of any one of eleven (11) specified events. By way of example only, jurisdiction can be triggered when: property is subdivided; a bedroom is added; a potable water supply or wastewater system fails; a wastewater system, a water supply system or a new building is constructed and/or modified. For a complete list of events which may require a permit please ask our office or consult the Rules (http://www.anr.state.vt.us/dec/ww/engserv.htm). Effective 1/l/2007 the Agency of Natural Resources amended its Rules to provide that all properties, however constituted, were exempt from compliance with its regulations PROVIDED THAT none of the eleven (11) events for which a permit is required occurs AFTER that date. Because this office does not conduct a physical inspection of the property being purchased and/or financed, we cannot — and do not - opine as to whether or not the property is presently in compliance with Vermont's Wastewater and Water Supply regulations or whether a permit is 0 required at the time of purchase. If you wish to obtain an opinion concerning compliance with the regulations, we recommend that you retain an experienced engineer. We do certify, however, that no recorded notices of violation were found in the land records where the property is located. NOTE: After you own the property, should you elect to undertake any of the specified events, or should your wastewater or water supply system fail, you will most likely require a State permit. If this occurs, we strongly recommend that you consult this office, an experienced engineer or the State of Vermont before proceeding. Further, you should know that any development or change in use to the property could trigger the need for one or more municipal permits. Unless you have specifically informed us of an intended change in use and unless you have specifically asked us for an opinion as to whether or not any change in use to the property requires a municipal permit, we cannot — and do not — offer an opinion as to whether a permit will be required and/or whether a permit will be issued by the municipality. e. Recently, several municipalities in Vermont have rediscovered the existence of old, seemingly abandoned town highways and have attempted to reassert their rights over such roads for the purposes of public use. In some instances, these public roads traverse, sometimes invasively, over privately owned property. In the course of our title search of the Property if any information we discovered in our research has suggested that an old public road possibly traversed or traverses the Property, we have performed reasonably necessary additional research to determine whether such a road did indeed exist on the Property and/or whether it was properly discontinued under Vermont law. If the information in the title search of the Property has not suggested any such suspicions, then we have not undertaken additional research to determine whether any public roads ever existed on the Property and/or were properly discontinued. Extensive amounts of time and resources would be required to complete such research and it is not cost-effective to do so if the title search does not suggest that any public roads exist or once existed. Therefore, we are unable to certify that the Property is not subject to any public roads outside of the period of our title search. f. FLOOD PLAIN INFORMATION: According to Federal Emergency Management Agency Flood Insurance Rate Map No. 500195 0005 B, the Property lies outside the 500-year flood plain in an area known as Zone C, an area of minimal flooding. 10. EXCEPTIONS: This report does not cover, and this opinion is subject to: a. Rights or claims of parties in possession not shown of record; b. Mechanics' or Materialmen's Liens not recorded; C. All applicable statutes, ordinances, and regulations of governmental bodies including use, zoning and building restrictions, imposed by them except as included in paragraph 7, above. d. Any facts which would be disclosed by a physical survey or inspection of the premises; e. Except where indicated, Probate, Bankruptcy and other Court records, and records of birth, death, marriage and divorce; f. Special assessments or liens, if any, not shown of record; 10 g. The boundaries and quantity of land have been reported as found in the land records from deed description and/or maps or surveys, and this Certificate con- tains only what has been found covering the period of the search; h. This Certificate does not include any determination of, nor does it relate to, compliance with or exemption from the provisions of any statute, regulation, or ordinance concerning water resources and pollution, land planning, subdivision, land development, or health regulations and zoning; i. Notice and regulation of Underground Liquid Storage Tanks pursuant to 10 V.S.A., Chapter 59; j. Any right of claim, including but not limited to any right of possession or claim for damages relating to the land, which has or may be asserted of record or not, by or on behalf of any Indian or Indian Tribe. This exception will not be incorporated in any title insurance policy issued in connection with this title opinion; k. The undersigned does not make any representation, or certification, as to whether or not the above -described lands and premises constitute "wetlands" as such may be protected or regulated by Title 10, Vermont Statutes Annotated; 1. Any facts which would render the above property subject to Act 250 jurisdiction under the Vermont Supreme Court iuling set out in: In Re: Eastland, Inc., 151 Vt. 497 (1989); M. Liens and title deficiencies resulting from the subdivision or improvement of land without lawful authority, which liens or title deficiencies are not disclosed by the records that were searched in preparing this Opinion. This report and opinion refer to and apply only so far back as forty years and are effective down to October 21, 2014 at 8:00 a.m. DOREMUS KANTOR & ZULLO 11 LanLyuaLye to be included in the Phase II Association Documents: Section 9.3 - Restrictions Concerning Class H Wetlands and Fifty Foot Buffers. To protect the wetlands and buffers, the Property shall be subject to the following restrictions: (a) No pesticide application; (b) No mowing in wetlands and/or their buffers; (c) Disturbance of wetland vegetation should be limited to remediation activities; (d) No planting of non-native species in wetlands or their buffers. The Property is also subject to the wetlands and open space conditions contained in the Community Land Management Plan attached as Exhibit D to the Master Declaration. AMENDED AND RESTATED NOTICE OF CONDITIONS OF SUBDIVISION APPROVAL WHEREAS, South Village Communities, LLC, a Vermont limited liability company with its principal place of business in Williston, Vermont, (hereinafter "Owner"), is the owner of certain property known as South Village Community located at Allen Road and Spear Street in South Burlington, Vermont (the "Property"); and WHEREAS, Owner obtained approval from the South Burlington Development Review Board for the development of Phase 2 on the Property, as shown on a plan entitled "Phase 2, Lotting Plat, South Village Communities, LLC, Spear Street, South Burlington, Vermont," Sheet P2, prepared by Civil Engineering Associates, Inc., dated October 31, 2013, last revised December 8, 2014 and recorded in Map Slide 582, Page 5 of the City of South Burlington Land Records (the "2014 Plat"), pursuant to Findings of Fact and Decision on Final Plat Application # SD- 14-33 of the Development Review Board dated December 17, 2014 (the "2014 DRB Approval"); and WHEREAS, subsequently, on December 3, 2015, Owner obtained approval from the South Burlington Development Review Board pursuant to Findings of Fact and Decision on Final Plat Application No. SD-15-32, dated December 3, 2015 (the "2015 DRB Approval") for certain modifications to the 2014 Plat in accordance with a plan entitled, "Phase 2, Lotting Plat, South Village Communities, LLC, Spear Street, South Burlington, Vermont," Sheet P2, prepared by Civil Engineering Associates, Inc., dated October 31, 2013, last revised February 22, 2016, and recorded in Map Slide , Page of the City of South Burlington Land Records (the "2015 Plat"), changing the identifier "Common Land" to "Parcel,"; and WHEREAS, the terms and conditions of the 2014 DRB Approval and the 2015 DRB Approval impose certain conditions on the Property. NOW THEREFORE, the Owner hereby gives notice that the Property is subject to the following conditions and restrictions which shall run with and be binding upon the land unless or until modified or removed by the South Burlington Development Review Board or its successor: 1. The Property shall be developed and used in accordance with the terms and conditions of the 2014 DRB Approval and the 2015 DRB Approval. 2. All previous approvals and stipulations shall remain in full effect except as amended herein. 3. This project shall be completed as shown on the 2015 Plat. 4. For purposes of compliance with the City of South Burlington Land Development Regulations now in effect or hereafter amended or adopted, including zoning and subdivision regulations, all "footprint lots" contained within Parcel "Al," being "footprint lots" labeled #1N through #4N shall be considered one (1) lot for planning and zoning purposes (i.e. for coverage and dimensional requirements); all "footprint lots" contained within Parcel "A2," being "footprint lots" labeled #5N through # 12N shall be considered one (1) lot for planning and zoning purposes; all "footprint lots" contained within Parcel `B," being "footprint lots" labeled # 13N through # 19N shall be considered one (1) lot for planning and zoning purposes; all "footprint lots" contained within Parcel "C," being "footprint lots" labeled #20N through #25N and #56N through #65N shall be considered one (1) lot for planning and zoning purposes; and all "footprint lots" contained within Parcel "D," being "footprint lots" labeled #26N through 93 7N shall be considered one (1) lot for planning and zoning purposes, even if all the aforesaid "footprint lots" on each respective Parcel "Al," "A2," "B," "C" and "D" are conveyed to separate owners. 5. Nothing in this notice or the conditions or covenants contained herein shall be construed to prevent the conveyance, lease, assignment, mortgage, or other transfer of any interest in or to any one of the "footprint lots" as separate and apart from the other "footprint lots" within each respective Parcel "Al," 4aA2," `B," "C" and "D," provided that the Owner or its successors or assigns seeks Development Review Board approval for any subsequent subdivision of the footprint lots pursuant to the Land Development Regulations, if applicable. 6. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. 7. The proper party for the purposes of submitting applications for approval from time to time under City ordinances and regulations, including zoning and subdivision regulations, shall be the then owners of the "footprint lots" or their duly authorized representatives. The City shall act upon any applications submitted by all owners of the "footprint lots" or their duly authorized representatives and shall not be required to resolve a dispute between the owners as to the respective rights of the owners. It shall be the duty of the owners to provide written notice of any such applications to all others having an interest that may be affected by the application proceedings or the commencement of such proceedings. 8. Any action to enforce any City ordinance or regulation, including zoning and subdivision regulations, or activities or events occurring on the "footprint lots" shall be brought against the then -owners of the "footprint lots" or their duly authorized representatives. It shall be the duty of the owners of the "footprint lots," or their duly authorized representatives, to provide written notice to all others having an interest in the "footprint lots" that may be affected by the enforcement proceedings or the commencement of such proceedings. Any decision in an enforcement proceeding, including a decision granting injunctive relief or penalties, shall be enforceable at the City's sole discretion against the then owners of the "footprint lots." 9. Any further changes to the 2015 Plat shall require approval of the South Burlington Development Review Board. 10. This Amended and Restated Notice of Conditions shall be recorded in the City of South Burlington Land Records and shall be referred to in any deed conveying any one of the "footprint lots." 11. This Amended and Restated Notice of Conditions shall be binding upon the Owner and the Owner's successors and assigns. Dated at Williston, Vermont, this Z3 day of May_, 2016. SOUTH VILLAGE COMMUNITIES, LLC Spear & Allen, LLC, Its Managing Member By: Its Dul uthorized Ag nt STATE OF VERMONT COUNTY OF CHITTENDEN, ss: At �� , in said County and State, this Z S day of May_, 2016, personally appeared j7o+S�s.-rid, Duly Authorized Agent of Spear & Allen, LLC, Managing Member of South Village Communities, LLC., and he/she acknowledged the within instrument, by him/her subscribed, to be his/her free act and deed and the free act and deed of Spear & Allen, LLC and South Village Communities, LLC. Before me, Notary Public Commission Expires: 2/10/2019 3 i f� south' PLANNING & ZONING May 20, 2016 Robin Jeffers South Village Communities LLC PO Box 2286 South Burlington, VT 05407 Re: Final Plat Approval #SD-16-08 — Preserve Road Dear Robin: 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 May 17, 2016 (effective 5/18/16). 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 feg by November 14, 2016) or this approval is null and void. If you have any questions, please contact me. Since el , R ymond J. Bel Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7015 0640 0007 8199 3631 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Am IW, south1mrlington PLANNING & ZONING Permit Number SD-- t/ 8 (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) S75 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 (acres /sq. ft.) same as Owner b. Building Coverage: Existing 0 square feet 0 % Proposed 158,000 square feet 20.4 c. Overall Coverage (building, parking, outside storage, etc): Existing 0 square feet 0 % Proposed 375,500 square feet 48.6 ova 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 1, 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) 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 (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 pplicati n. See the City fee schedule f r details. All" L111�1916 QV, Ik 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. Dpilelly 11-1 by Robin Jefbra Robin Jeffers UeleM, ". 'anti d-1, 1tlLHo GSRUSpaahBPJlan SD Z. 2015.06.01 13:11:47 04'00' SIGNATURE OF APPLICANT sDpHsi0nd b, Rabin JeHen o;aMSDCII HGSA s, Mien, JefferW �U Date. 2015.06.01 13:12:02 -0 W' SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION. 15 I have reviewed this preliminary plat application and find it to be: Complete Incomplete nistrative Officer b2te 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 No Text the0 ............. _ ... .... ........... ......... I_.. er V ..... ...... .-------- k 1 whe 1 ~— e covers/hubcaps 5" wheels, $100 for all. 1366 ber is 51600 and the fabric is ire coffee." evenings. (04/28). All pieces are n ppj 0 PRISTINE condition (sofa.and odlathe- etModel 1014 J d,14"between centers, °ttomanhad covers on them ever since purchased). Purchased from )ndition $299. Audi roof rdi a3 hatchback, 2010- VT Furniture Galleries in Wil- liston in 2007 for $2800. Asking Jllent condition, $150. )28. (04/21) $1,400 - will accept any reason- able offer. Photos available, 1ffW3-pieceiGaussner a -mail rosanne05403@aol.com or call 802 497-0711. (04/21) :ofa, sections include ular sleeper, 1-seat- TUB/SHOWER ENCLOSURE: 1-cuddle chair, and rttoman. Standard size, gently used, with sliding doors, excellent The design gush" the style num- condition. 802-658-5775. (64/28) Bass ifieds 'ice for South Burlington residents, ni c,� ` South Burlington residents for Items for Sale, Free Items, Wanted Items, Found Items, Lost Items and Vehicles For printed for 2 weeks, free of charge, on a space available ce, Rea/ Estate for Sale by Owner or Real Estate for Rent 20 per week. Make checks payable to The Other Paper 1340 Williston Road, South Burlington, VT 05403. paid -un .until payment is received. Submit ads online at www. sbvt.com, mail to the above address, or email to classi- fieds@oth6rpapersbvt.com. ss and phone number are required for residency veririca- d6fi. go to htto.-11Wwwotherpapersbvt com/classifieds.html. Ads must be 50 words or iess.. We're Listening Submityour lei ters, comments, and/or "Per suggestions online at otherpapervt.coni or via email to news @otherpapershvt.Com. We Zoolc forward to hearingfiom you r .. per • ...... apervt.com • -- April 28, 2016 • 15 D ijblutic-::Noje fices PUBLIC If EARING SOUTH H BURY INGTON DEVELOPMENT REVIEW I30ARll the South Burlington Development ReviewBoard will hold apub lic hearing inthe Sol]th Burlington City Hall Conference Room 775 Dorset Street, South Burlington, VenIlOnt on Tuesday May 17, 207 8 at 7 00 _q. to consider the following: F;ina1 plat application /`SD i6-08 of South Village Communities, L.LC to amend'a previously approved planned �mildevcloprnent Of Please II consisting of 91 residential unit project units ofa 334 residential rear dal d setback mck amendrnentis to reduce the, require(, side and to live (5) feet, Preserve Road. Condition rl use application //CtI-16-03 ofJ. Pc9cr Diane Sande to add a 30'Al. fl. deck to an existing1,U88 sq. ft. single family dk%;c lling, 50 har�tlett Bay Road trillMiller, Vice -Chair Srnrtlr l3urlrnt;tint 1llevclt>pnrc'r1t RevrevvBaard Copresoft tic applicrtions,rrcavailabicfbtpublicinspcctionatthc SouthBut linr;ionCr(yHall.Carticipatiottinthelocalprocee�lint i5 a pretequistie to the r iglrt to take any subsequeniappc,�l. N ); it 28, 201ES �g CROSSWORD SOLUTION SUDO.KU SOLUTION Lindsey Britt From: Paul Conner Sent: Tuesday, May 10, 2016 10:13 PM To: Lindsey Britt Subject: Fwd-. Public hearing next week Hi Lindsey - Let's chat about this Wednesday morning. Thanks! Begin forwarded message: From: Nicholas Andrews <nandrews66@amail.com> Date: May 10, 2016 at 7:32:34 PM EDT To: Paul Conner <pconner ®,sburl.com> Subject: Public hearing next week Hi Paul Before I get too worried about the intentions of SD Ireland in their request to shrink setbacks in Phase 2 of the So Village PDU in So Burlington I hope you can answer a couple of questions. - Why are they requesting the changes from the original agreed to setbacks? - Are the requested changes for front, side and rear setbacks? - What are the numbers requested for each dimension? - Are the changes applicable to all lots and units in phase 2? - If these changes are approved for phase2 then will future requests be prejudiced by that approval? - All lots are staked and services stubbed into the lots. Is that with assumed 5 foot setback changes or with the setback distances in the development plan? I hope you will answer and share my concerns with the DRB and/or planning commission if my concerns are legitimate. If I am incorrect please head me in the right direction. Thank you Nick Andrews Sent from my iPhone CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this Z day of_ , 20 t �-, a copy of the foregoing public notice forir-A ( pe of app[t ation] # 6jq 6 - ° S [application number], was sent by U.S. mail, postepaid 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) — South Village — Phase 2 Abutters List 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 I D#: 1640-01803 Kevin & Kristin Lahue 1803 Spear Street South Burlington, VT 05403 Dated at ]town/city], Vermont, this, day of as"o , 20 L(' Printed Name: a 1� "S R-g=- '�-4 Phone number and email: to -tOGo G-a ��b•�^ CJ ' c C U� Signature: 2. Date: t. 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 j 1 - Survey Notes - 1 . This sheet depicts the boundaries of proposed lots of Phase 2. 2. The perimeter boundary survey was performed during 2004-5 , using an electronic total station and GPS. y: I 3. Bearings shown are referenced to Grid North, Vermont y Coordinate System of 1983, related to National Geodetic Survey marks PG1580 "F 65" and AB9571 "NE Aiken" 0.23 Ac. of Lot 48 established by RTK GPS measurements. I (Open Space) N12'00'32"E I 4. Spear Street has a 66 foot wide right of way. Location was 30.31' , determined by existing monumentation and the traveled portion of the road. Reference Town of Burlington "Highways /CMS and Roads 1802-1865", Page 22, and Town of Shelburne N12'00'32"E 52.03' 105. O t83.9 , Town Minutes Volume 1, Page 229. I 1 I NT 5. This property lies within the "Southeast Quadrant" and the "Spear Street - Allen Road Scenic View Protection Overlay".D a/4 IPF 6 AG O 17 33^W ,V'a/oN 38 = I ��'2'��R:`27 .2 0.ffi M. zoning districts. / I log C1 7. I Ij' <a L1 I L2 27 0 - Legend- ° I I 7459' N76'11'33"W n SB039T, - - - EXISTING PROPERTY LINE I sk�% - - OTHER APPROXIMATE PROPERTY LINE I �3 - - - - - - EASEMENT LINE I 1 N - L=69.43' R=1060' ----TL---- TOWN LINE CNF� 6 AO M N CMF ❑ CONCRETE MONUMENT FOUND C,� 1p L4 CMS O CONCRETE MONUMENT SET l� I IPF/IRF O IRON PIPE /REBAR FOUND w/SIZE I I O 5/8" REBAR w/ SURVEY MARKER SET I 1 `O, UTILITY POLE " " FENCE LINE AG/BG ABOVE GRADE/BELOW GRADE r , I �( I I 20' wide �-- Storm ease. PC/PT POINT OF CURVATURE/TANGENCY ) Oro citey d 4P LOT/UNIT NUMBERS (PROPOSED) C I ElPCS C%/1�f (Exist.) 61-70 MULTI -UNIT NUMBERS (PROPOSED) I / �J1 I - Short Line Table - une urac. oeanng - Curve Table - Curve Leng. Radius C1 25.42 1 327.00 C2 25.32 152.00 C3 26.13 152.00 54.09 152.00 C5 13.40 63.00 C6 29.95 63.00 C7 55.20 170.00 CB 17.70 170.00 C9 60.25 660.00 C10 70.00 660.00 C11 157.93 1 660.00 C12 38.50 160.00 C 3 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 Sheiburne Rd. ALLEN ROAD I W' nlf C.E. Long n1f L. Long / Revocable Trust Exempt Family Trust 1 N83'2fi 18''E 23.63' N83.4 3/4" ANIXE IRON N83-2618"E 178.84' 63.633 N_83'2fi_4-0-'�F 01 5' SETBACK _ �.►•O-��7 W hl... 12971 oIN 10' SETBACK 952.99'__ N83'57 7' E;n r� 0.ffi M. 59 NaTIS13E - 5940�_ _--_ N S _--184.58'� alit rn 140�68' _ - -' 157.26�- 2 .��----Lot56�a1ar----041 11 ^ri ��iva5.29_z5' szo 69.78' S,pSn ii�� 0 0.39 M. 1 wl 1 51.93' \\ 1H' ° 1� I41w1 61-70 stz'sz'ss"w \\ a/y 40 �s F // Ouiet Path° wlo 56-58 -J fl C1'2 0.20 M. 1L ----_ _ y2.Z,v R=100.0' 1`�7.� a 510'8'48"E 1 �SS I, / $ .9 \ O• N83106.1 "E 4 _; 57 27 E �1vILL 50 'k % 0 40.91' .'L A ? \SJ. // 10610' NCaHUR i1 \ 0o tit �6. eoh O 8. F ,I z L=39.39' g f 2 •. 41 g4.25' 0 21.85• N83-57'27"E 39 0.18 M. 0 N o 165.20 - -L12 I 10 /E � 0.20 M. S.� `�L3 NQP a31t i N 55 G TN 08.181 i ►� N76 �H"11 1'1 D3 �ti }•a� w 0.20 M. a L11602'33"W 81-90 C13C14.56' t 2 2 /o- it TYPICAL n Iz--,J N0.03' xi1-80 rn L13�3 42 .NSETBACKS to' on O LOt 81 �0.24 M \ �i Iao.25 M. r-1 I' Lot 7111 'nlw 0.87 Ae_- C4 \ I I m of n 0.49 Ac.l iO-11 ; , C.,.��Il 1 1 18 \ 57�•�3 �4".Y ,n II a3.7a3 Ac. N79'2619"E ,.n�1 o c%r---J If 1 91-99 1"1 L • L-'� m `� 09 136'43 r;1 ` 589'25' 13"W °O o it of Lot48 Z� 3s.z2 _-�1-9 IN vl- Q of e % o.17M.\� (Open Space) N1� 53o.zsM. r l-7_-----�01� 17�� o E 58 W 9'os'4H., -,�}•8254 W t3848',08- o w I 7 pb C16 79 .- S86'S1044NOTE: 4�13 yNH 0.49AC.O/LOt48 ^ r N CAPPED IRON RODS ? 0.� "'• w -1 20 J*2 1 t l zl p o.17 M. o. o w 52 Lt 8 a moo; NN (Open Space) d l ' 1 Z l ( - - is I PROPOSED AT LOT m.o ,0809 III CORNERS(TYP.) jl o. NT��2�QE `rN ",-'.�o. fAlrco{ 'N"11 21 I PI Ir -11 I £\ mo ' 45 $\ 111 52331'26'E Ic. N. cl ............... riI LO .v1 s� � _ __. 52' 1 , I 1 I L=37I• I 1 R=6L . % I . I I R935 00' R=ILVVV L=744.74' Proposed Street CHORD 51073'32"W Dedication Table I 744.62' N. Jefferson Rd. 2.27- Ac. Churchill Street 0.95- Ac. ' 1 Marsh Road 1.76- Ac. Total: 4.98- AC. I 1 r 1 1 I 1 BROKENF' ' PHASE 1 LOT 11B I I r I 1. 25" IPF 1 BEN F I 1 1 1, .,.. _., v E •• ♦ r- 588'08 41 "w r"a lcn -i -� 0,$6 AC, u e'i C7 a f a s '- 25 24 U�fl%Y�UM C I� C O �11 N63 ' o� w`d 50 u o O I+ j 23 I I 'L A3�A,W 11 �0 0.20 M. L8 L J ` I 22 I - n t ,`p6 ST 111/\\2'10PZ� 4 \ 60.04 0.17A f �i. O6 Q 8959 }9' - _� � D��7;-•. I - J p o 11„N 47 p` 0.17�M. 1- 7�D:- L R L7 ROAD s2• RII52)\ jQlry �T a\c;• w\ 'N( L6 S89'59'39"E .off\Nw°0.17 M. 70. �,Z-y 12 F"`r l� ' 33.88 50.12 L'�0).5Z ` L15 sa e\•Q, g 4s •. �i Lg N6 L=69.09' r \ P C6 tUl O,R=t75.0' 1 26 O I %`` L16 24sy. N67'23'12•E W 30.64'---I--J / 29 T2 Ja }67' i _ I BLDG. SCHISMATIC ^M sg L=95.57- 80NLY `__/ ^�% ry SI A L=22 41' R=115.0' I I (1YP.) ,o t„ R=63.0' I h 44 00 14, I J (tl I ict I j- 12 vl i. AM L 31 O, o m p a x ailo o Agricultural Lease =I: 1 =; J, LOT 63 Q ,3 `�• I .a,l 32 �(----,. 12.67- Ac. I cti �lo $ �i -- i Z 10 1 0 I 33 I 13 0 1 I---J Ic} CID wl a �ayo oO I I r 0 0 35 � N87-21'01 "w 1L - - J W 25.00-.00' o L_--r0 GRAPHIC SCALE oi; �1\ \\36 /© / IN FEET )1B0 4, ✓�1�p908 - 1 i t h = e0 It-,'\� ti dr S'9-ACr�I6 O oi0 Is 4 11 WE ♦i�i ♦�► • ♦♦�i�►♦♦♦♦iis ♦i♦i♦i►�i♦i♦i♦i♦FARM NT3'26' 18"E 529.17L-=-, TO IRS --� 0.20 A. APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE _ DAY OF 2014, SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS _ DAY OF 2014, BY , CHAIRPERSON. 116.6± Ac. of Lot 48 (Open Space) PROPOSED STORMWATER DETENTION AREAS TYPICAL) *iet Pow • PROPOSED --- I PROPOSED PAVED PATH & ACCESS {@+`}}^ Ijy, '". y �y JI FOOTPATH° II TYPICAL) 0➢ n I' To the best of my knowledge & belief this plat, consisting of three sheets, properly depicts the results of a survey conducted under my supervision and is based upon records & field evidence found. Perimeter boundaries shovm are in substantial conformance with the records unless noted otherwise. This plat is in substantial compliance with 27 VSA 1403 "Recording of Land Plats". RECEIVED FOR RECORDING IN THE LAND RECORDS OF THE CITY OF SOUTH BURLINGTON, VERMONT, AT _ O'CLOCK ON THE _ DAY OF. 20 . ATTEST: , CITY CLERK SEE SHEET P1 (of 3) for LOCATION MAP SEE SHEET P3 (of 3) for EASEMENTS C E A CIVIL ENGINEERING ASSOCIATES, INC. 10114ANSFIELDWEWLANE, SOUTHBURUNGTON, Vr 05403 802-864-2323 wab: www.cee-vccom COPYRIGHT (C�' 2914 - ALL RIGHTS RESERVER RRAPDN GAC CHECKED TRC APPROVED TRC TRITEaYREVISION 10.15.2014 TRC Lot Numbering Changes 10.10.2014 TRC Notes & Lot Numbering 08.22.2014 TRC Add Sheet P3 (Easements) 12.04.2013 TRC I Lot 48 & Common lands labels & areas PHASE 2 LOTTING PLAT SOUTH VILLAGE COMMUNITIES, LLC Spear Street South Burlington, Vermont DATE OCT. 31, 2013 ALE 1" = 80' VA Timothy R. Cowen VT LS 597 01243.08 Robin Jeffers To: ray (ray@sburl.com) Cc: Paul Conner Subject: South Village setbacks expire Attachments: PHASE 2 PLAT P2 (12-08-14) RECORD.pdf; SV Ph2 Plat Amendment App 7-17-15.pdf; Ph 2 5' setback FOF.pdf Hi Ray, Please accept this application from South Village Communities for a do -over approval for a previously approved Plat Amendment. Last year in July we applied for a Plat Amendment to have lots in Phase 2 of South Village be allowed to have 5' rear and side setbacks, same as is/are approved for Phase 1. The Plat Amendment was approved by all five DRB members present last July. The lots in South Village are all quite small compared to more traditional lots, due to the TND, or Traditional Neighborhood Design, model used to design South Village. The Design model condenses housing into old fashioned lots close by each other, and sets aside a large portion of land as conservation land in the development. The average 50' to 70' lot widths do not leave much land area on the sides of the average home which is about 44'-50' wide, (22'w garage +22'-28'w home). Reducing the side setbacks to 5' allows a builder to create a tiny bit of a side yard for a home on one side of a home and provide some privacy between dwellings and room for hedges/shrubs and other privacy and or yard and garden features. The TND design is working well in Phase 1 of South Village and creates a balance between the lots. The lots in Phase 2 were Master Plan approved anticipating the same cadence between homes and lots in Phase 2, as Phase 1, all lots are of similar size. Our approval lapsed due to a new mylar not being filed timely per the approval. This was an oversight on our part. We are asking that the approved plat amendment be re -approved. Please feel free to contact me with any questions. We apologize for the oversight and any inconvenience. We recognize that everyone's time is valuable, and thank you for your understanding and for bearing with us. Thank you. Robin _Jeffers S 1) Ircland PO Box 2286 S. Burlington, VT 05407 802-863-6222 Cell: 802-316-6004 robin@sdireland.com ra From: Robin Jeffers <robin@SDIRELAND.COM> Sent: Monday, April 18, 2016 1:49 PM To: ray Cc: Paul Conner Subject: South Village setbacks expire Attachments: SV Ph2 Plat Amendment App 7-17-15.pdf, PHASE 2 PLAT P2 (12-08-14) RECORD.pdf; Ph 2 5' setback FOF.pdf Hi Ray, Please accept this application from South Village Communities for a do -over approval for a previously approved Plat Amendment. Last year in July we applied for a Plat Amendment to have lots in Phase 2 of South Village be allowed to have 5' rear and side setbacks, same as is/are approved for Phase 1. The Plat Amendment was approved by all five DRB members present last July. The lots in South Village are all quite small compared to more traditional lots, due to the TND, or Traditional Neighborhood Design, model used to design South Village. The Design model condenses housing into old fashioned lots close by each other, and sets aside a large portion of land as conservation land in the development. The average 50' to 70' lot widths do not leave much land area on the sides of the average home which is about 44'-50' wide, (22'w garage +22'-28'w home). Reducing the side setbacks to 5' allows a builder to create a tiny bit of a side yard for a home on one side of a home and provide some privacy between dwellings and room for hedges/shrubs and other privacy and/or yard and garden features. The TND design is working well in Phase 1 of South Village and creates a balance between the lots. The lots in Phase 2 were Master Plan approved anticipating the same cadence between homes and lots in Phase 2, as Phase 1, all lots are of similar size. Our approval lapsed due to a new mylar not being filed timely per the approval. This was an oversight on our part. We are asking that the approved plat amendment be re -approved. Please feel free to contact me with any questions. We apologize for the oversight and any inconvenience. We recognize that everyone's time is valuable, and thank you for your understanding and for bearing with us. Thank you. Robin Robin Jeffers South Villagc Communites LLC PO Box 2286 S. Burlington, VT 05407 802-863-6222 Cell: 802-316-6004 Attachments: Plat Amendment Application, 2-23-16 DRB Plat Amendment Approval, Phase 2 Plat (recorded) E-file submission - Paper Copy by Hand Delivery r g R Survey Notes - r n/1 C.E. Long Tn:.neel eePleea m. edane.r:. of P.PPe..d a:d Pn„e2. ' nit L. Long / �I 9 Revocable Trust z. Me parimMwl,ana.ry wrvw •+e P.dPrnnd dnn,re zooa_s / N Exempt Family Trust I using en eaclmna lPmlle.lam.M GPs I Neris]jtE/�u�6J��'af66 ]. Bear:ga aNawn are rMemnced Io Gra Nam. V,xmom I y l J' 41BAd Y ° pu �'� 1t9.=•E 1� O coominNe sYN•md1941..ew.d to Namal Deodde w/ 0.Y2ApdL6LM logle.a _____ =',.e{__ Survey mart PGlSep-Ffis-a,a AI-71 NE ANe.� _ .4atl:Ned M RM GPs m-w,enwnN 3• - ` - ' 3',YE 95299'-,MLaL h n N120D'J2'E I Melt - .. spa., sled lw.esalml.,ae „9m dt.,aY Loeal:n Tree - SD.n' �� s==- z r L.Ot BOI-ed __--aRY I N �•jp_119-as-� �p dewrmod by e7 ,Pg monumemNnn end IM Navel I / 89 Tg e ••, -j ! I o Hl 1( a poaan dme road. Rdereno Towns Budnplon Ny'rNaya ICY` O /i' "O,rvW �'11J ly _J -':1 �t7 s,z325sN `\ end RP.tle 1e02-18fi5', I., 22. end Tw.n d sMlNume 'J2.oJ' l-i `. Tw.n M:ulea Vdume 1, Pape 229 0 1aT h ..�IrR^ Y h �J II j, �te�.jb� N•004' \`II ^ L s. M: ROPe,1Y Ya waninlM sodneaw amnm-.ne,xo ' 'qr. ^7h r"f 6e •'y a o. // „sTer27•E >t _ty. _ - y o2 .,/•xr JJY ,�/g ® �AA�SbO. R d .Z // ,o6 io' .0.91• I 'SporSlreal -Albn Roatl Sons V. PrdMon Ove,6( 6'.G / 'ix�4';, ? LLDY C 7a/. °F ? 1, b' r lI t-e..2r vURCKILL / h Y�. ap.` / �11 I g• Z1.85 Cn APPROVED BY RESOLUTION OF THE DEVELOPMENT n tlnlr::. u $ 65.Y9- L12 , \1 z°n 9 Is 1%- M76p1 \ REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON. ' j \ g75 1 11 VERMONT. ON THE DAY OF 2015. /Ilae�']Yw 1 Ci3 CI! 1 Q' II II M.?I 2 J7PAM1 9 1 I - 5256 1 SUB/EC7 ro TIE REOUREAIENTS AND CONpnONS Le end 59' aIT `r ,w1aL Pr pOJE n II 'yg j OF SAID RESOLUTION y I'/ x76lfJJ'w O =16AOtf ,V inl' eO - �+ 1(�II od ost L13 ��-, OI$ 11 SIGNED THIS _ DAY OF-. 201a EXIS7NG PROPERTY LINE I 'a I' a .� 1 L' 711 _ DINER APPRONMATE PRWMTR Y UNE �3 71 • N I 1a E - A w' a{9 M,1 f _ _- u 1 I O_ J 1 E --1 to \ eY pWRPERSON. - - - - - - EASEI2ENT LINE / LR-00' 4 511 Sa 1� 3.73 AG. 1-N'19 _J. _J 'I I 7®- LINE Claz I �O g 'I 00048 VT 01 ►a i - sep9!'IJ-w 1 Pk ,j /- LV 43 QL,� I (open WFO CONCRE NDNUNENTF 113 °•�� t'11�pj L4 �/1 J �` I� Ivrw. ) y;? OaOY \ „x xs�� 1 1 h ,M S. qy6 MZAOa MTV •'�Y"•__-Jil$ i/ RHE CITY FSOUTHFOR ORdNO T N. VERM RECORDS OF LVSO CONCRETE NdiUNENi SET l� eh , 0 11 N15�3�. S-� aa.N Yw god '\\L 1D" c,6 a 9'L V S�e31D� oE7. -l- AT pit'OCLOCK ON ME G70N. VERMIKV/, ly rj/ hh NOTE. J' A7 OOLOCK ON THE DAY OF 20_ IPEARFD IRON PIPE AIEBAR FWNO ./SITE I I n\ d O8. �\ 6.' 0.46AF WLofN '6 O 1 O - t1a DAPPED IRON RIDDs 4 \ 1 20 e !/e'PEaM ./SURVEY YMNEP SEi I / J1 w1 ♦R °c%-II PROPOSED ATLOT q$ Oa LI ? (oDwlj�ep6f 1 C1 w1 ;$. Y. r �',� , $�'�----I $ `j+ 1 __ s I ATTEST pTY CIERK `Os UTILITY POLE CORNERS (TYP.) 'f _ _• FETT�UNE IG/BO Ae01E CPApEraELOW (AADE8. , 11 J1.D0' 57 e 1J-=�ppj� �• P., T $1'tI PC/P PANT a CURVATURE/TA CT / j p"'i°B \a5d° • t11 wj0'•'�y e7 Mr 1 J7 0a6 #ram wlu'eb i.°i.r" - �y IB 8. t 1 nifi/\ io. yn O I ©CO�IMOL{( aj[ Oy tA_ 1 12 LOrAINIi NUMBERS (PROPDSEO) L �� n br 5'1' \ w O �11 d+ \ ' ns/ LIO _ V1- L- 1 1 t t®- NOLn-uNlr NUM6Ens (PRDPoSE31) Cfty,' I ' l>;eliwa es 1 asT;� TM tlt UL�� I ®yam$•. r L �. _J L Q- 1 oT GJ o 13 1 S,�j 116.6_ AC. vl I I mrc Pwna O." \I ®'�. an Y R; �--- b J K of Lot 48 �t 470�. aR 4q+ L7 ROAD 52' "-°�. v �aB (Open Space) Short Line Table • 1 :=ei'a" : %`9- c d 6 / V m •S,p ",- SEE SHEET P1 (of 3) for LOCATION MAP LF. DLL Baw,n9 /y 1 / L=w m x °°•3 '&`ti°e �jT" n1 a s36 ,6.. _, fla.// SEE SHEET P3 Of 3 for EASEMENTS u n.e1 15 w Irl' I P- sa' \O v N?5�.� 16 .+, R.zeool' 45.1c Nsn tow r. L7 $2." S40'36 37E �1 1 ' I '3e• \6,-2J'12'E 1 11.67 N161516 W 1 / eB"z �\1 JO.6i I 41.36 Ne 12E I I R:12000 �q�, - i��fi L- L- l®I t 17.71' \` 9.36 NO 12 i'� L-744.74' Proposed Street p.113s5Y I -/ I apI Sx5TIi1J'w C T fles Sas >o E •'�l' I / CHORD A �6).P - .0 I aaYJ J 4i„s1j JN' EA La 31.03 NO2t125 510'IY]2'w Dedication Table m l�`� A� i�h BS LAND IA. J1 M74 50211 25 I 744.62' N. Jefferson Rd. 2.27x AC. O m LID ut 1 1 ®r O�By'� 1.69 Af11E6 Churchill St et 0.95_Ac. `o �6�(JI 7 CIVIL ENGINEERING ASSOCIATES, INC. t 156633 SIIF w I Marsh Road _ 1. 76d Ac. W J 4 ' ON L` 3t` 2`I g"h 16Mveen,eLru'E. 3dRx9ANBfOK vram uM r;�s Total a.ea_AC. Agricultural Lease sl °� ,s flW seas { E 1 ' LOT 63 " Q e �, ��•/ rj' "'" ue o ie N72R4 4W : I _ ` 12.67- Ac. r�i m Ala Fuji r O-iw'�r tD , ��`/ CAC e / •IR n TRC -Cm LanTaLOJr$f�._I3 urveg. Rble - I 1 I 6 I w,, ii I� .11�w• LL9d . 1 34 b Wbp1�_ -J jl TRC CC2 25.32 152.00 W.13 15200 y� I 1 u.�c� ,2A62IM m 22-25.28,M 04 s{.W 1sx.aD 6ROALNi Pi-//'NE1 �,]2.6,•� J �° �1 O7 ;' �� „2e20,{,RC Ray. bGpil,a 1D.10 um I 173.00' z6.6s M.00 LOT 118 .'� �' --0 11 MT-' t "a omu � I�i1L w'NIN'ea'ro sfl20 ,70.00 n \ E.Ak 11 .27.72 , W 17.70 170.0o I GRAPHIC BCAIE n+'°I�' \ \® - W 50.25 550.00 '.i a22201{ 1RC ME SMe1 P3lFmwrems) ao T0.00 660.00 ' '� \\3TQ` �.'Q,•a.` � u u 1 12,."13 TRC LP`A. mm N.Mt YO A_ 57. d^h7 ^q; D �y0 PHASE 2 a 39.62 ,2aoo I '� c,a s.a7 aoo.00 I a' O\O\> I LOTTING PLAT QNwPM,- s Se2re9'Se'E =- PHASE T �,,� O;°'" : SOUTH VILLAGE T e7=Rd I ' LOT 1fA��,0`xi! `'\ COMMUNITIES, LLC _� �� _ _ � - - �. � a•tr M 4�>• b`.�T.� // rrctan o 6°„ri ALLEN ROAD PHASE 1 :`°__�'''� ____ = 'TM °�'° Spear Street N49Y5'Stly II (IYM I - - - - T 1 6D.pD' o,,isbe II South Burlington, Vermont � Nra�Na '� r9 e. INN d nry .�-«dw a e.rr,nx Pw..".rNa E I 1 I NORTH I I lEFFERSON di I I II II ROAD (EaLet.) N.eP.�n «m zivs e�"9J,+.wnw9d�una PNti-"I :w,.-.N 1 1- 80' P 2 I I in l 1 rmodry R. aN.n vnex7 01243 08 1 south';:. toll 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. Sincerel R,-ymond 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 #SD-15-19 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING SOUTH VILLAGE COMMUNITIES, LLC —1840 SPEAR STREET FINAL PLAT APPLICATION #SD-15-19 FINDINGS OF FACT AND DECISION South Village Communities, LLC, hereinafter referred to as the applicant, seeks Final Plat approval to amend a previously approved planned unit development of Phase II consisting of 99 residential units of a 334 residential unit project. The amendment is to reduce the required side and rear yard setback to five (5) feet, Preserve Road. The Development Review Board held a public hearing on July 7, 2015. Robin Jeffers represented the applicant. Based on testimony provided at the above mentioned public hearing and the plans and supporting materials contained in the document file for this application, the Development Review Board finds, concludes, and decides the following: FINDINGS OF FACT 1. The applicant seeks Final Plat approval to amend a previously approved planned unit development of Phase II consisting of 99 residential units of a 334 residential unit project. The amendment is to reduce the required side and rear yard setback to five (5) feet, Preserve Road. 2. The owner of record of the subject property is South Village Communities, LLC. 3. The subject property is located in the Southeast Quadrant (SEQ) Zoning District. 4. The plan submitted consist of one (1) page entitled "Phase 2 Lotting Plat South Village Communities, LLCSpear Street South Burlington, Vermont", prepared by Civil Engineering Associates, Inc., dated 10/31/13 and last revised on 12/8/14. 5. The Board granted a similar request for a reduction in side yard and rear yard setbacks from 10 ft. to 5 ft. for Phase I of South Village on January 9, 2008 (#SD-7-74 and #SD-7-75). DECISION Motion by Bill Miller, seconded by John Wilking, to approve final plat application #SD-15-19 of South Village Communities, LLC subject to the following stipulations: I. All previous approvals and stipulations shall remain in full effect except as amended herein. 2. This project shall be completed as shown on the plat submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. The Board approves the following waivers: a. The side yard setback and rear yard setbacks are reduced from 10 ft. to 5 ft. for lots #38-70. 1 SD_15_19_MarshRoad_South Village Communities_LLC_Phase2_reduce_setbacks_FinalPlat_ffd.doc #SD-15-19 4. The final plat plans shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plans shall be submitted to the Administrative Officer prior to recording the final plat plans: a. The plans shall be revised to show side yard setback and rear yard setbacks as 5 ft. for lots #38-70. 5. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. 6. Prior to issuance of a zoning permit for the project, the applicant shall submit to the Administrative Officer a final set of project plans as approved in digital (PDF) format. 7. The mylars shall be recorded prior to any zoning permit issuance. 8. The final plat plan (Sheet P2) shall be recorded in the land records within 180 days or this approval is null and void. The plans shall be signed by the Board Chair or Clerk prior to recording. Tim Barritt (YeV Nay Abstain Not Present Mark Behr Yea Nay Abstain of Presen Brian Breslend Yea Nay Abstain Not Present Bill Miller a Nay Abstain Not Present David Parsons e Nay Abstain Not Present Jennifer Smith Nay Abstain Not Present John Wilking red Nay Abstain Not Present Motion carried by a vote of d-0 — 0. 54- Signed this 2 day of C2 2015, by T- Tim Barritt, Chair Please note: You have the right to appeal this decision to the Vermont Environmental Court, pursuant to 24 VSA 4471 and VRCP 76 in writing, within 30 days of the date this decision is issued. The fee is $225.00. If you fail to appeal this decision, your right to challenge this decision at some future time may be lost because you waited too long. You will be bound by the decision, pursuant to 24 VSA 4472 (d) (exclusivity of remedy; finality). 2 SD_15_19_MarshRoad_South Village Communities_LLC_Phase2_reduce_setbacks_FinalPlat_ffd.doc south. i o . PLANNING & ZONING December 3, 2015 Re: #SP-15-60 109 & 127 Churchill Street Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me Sinc el ymond J. Bela Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7015 0640 0007 8199 3402 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.corn Ism south urlington PLANNING & ZONING k Permit Number SP-- 'l./� U -4 (office use only) APPLICATION FOR SITE PLAN REVIEW El Administrative ✓❑Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): South Village Communities, LLC, P.O. Box 2286, South Burlington, VT 05407 Phone: 802-658-0101; Fax: 802-860-1528 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Vol: 801; Page: 465 3. APPLICANT (Name, mailing address, phone and fax #): Same as owner 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Robin Jeffers (802-316-6004), P.O. Box 2286, South Burli , VT 05407 4a. CONTACT EMAIL ADDRESS:: robin@sdireland.com (t)9v11h C qAt (c 5. PROJECT STREET ADDRESS: 1840 Spear Street, South Burlington 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1640-01840 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 (explain what you want approval for): (2) 12-unit Multi Family Buildings b. Existing Uses on Property (including description and size of each separate use): Phase Two of South Village Master Plan Development c. Proposed Uses on property (include description and size of each new use and existing uses to remain): (2) 12-unit Multi Family Buildings d. Total building square footage on property (proposed buildings and existing buildings to remain): Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 40 Feet maximum (pitched roof); 35 feet max. (flat roof) f. Number of residential units (if applicable, new units and existing units to remain): 24 units total - (2) 12-unit multi -family buildings 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): N/A Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE a. Building: Total Parcel Size: 43,966 Existing 0 % / Proposed 37.3 % / Sq. Ft. 0 sq. ft. 16,412 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 0 % / 0 sq. ft. Proposed 63.1 % / 27,764 sq. ft. c. Front yard (along each street) Existing 0 % / 0 sq. ft. Proposed 2.3 % / 1,033 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 43,966 * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: $ See attached Plans c. Other site improvements (please list with cost): Access drives / parkinq lot 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): PM: 15 Trips (10 in; 5 out) AM: 12 Trips (2 in; 10 out) 11. PEAK HOURS OF OPERATION: 7AM-9Am / 4PM - 6PM 12. PEAK DAYS OF OPERATION: Monday - Friday 13. ESTIMATED PROJECT COMPLETION DATE: 2017 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)' regular size copies, one reduced copy (l 1" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitti g the site plan application in accordance with with the ccity's fee schedule. � � �•�, _ `� � / l!t(� ��y� �'1 /o/�//Gl` ' Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) cop . nn 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. �c SIGNATURE 0(1 LICANT SIGNATURE OF PROPMY OWNER Do not write below this line DATE OF SUBMISSION: PRINT NAME REVIEW AUTHORITY: Development Review Board ❑Administrative Officer I have reviewed this site plan application and Lind it to be: Complete 0 inistrative Officer The applicant orpermittee 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. Site Plan Application Form. Rev 12-2011 O'Leary -Burke Civil Associates, PLC CIVIL ENGINEERING I REGULATORY AND PERMIT PREPARATION I LAND SURVEYING I CONSTRUCTION SERVICES I LAND USE PLANNING November 6, 2015 Mr. Ray BeLair Zoning Administrator 575 Dorset Street South Burlington, VT 05403 RE: South Village — Phase Two 1840 Spear Street Dear Ray: We are writing on behalf of South Village Communities, LLC (c/o Robin Jeffers) to follow up with the recent continuation of the 10/20/15 DRB hearing of the attached Site Plan proposal for (2) 12-plex multi -family buildings located on the northern property line within Phase 2 of the South Village Planned Residential Development. plans: As discussed at the hearing, we have made the following changes / additions to the Plan Sheet 3 has been revised to depict a snow storage area to the west of the proposed above ground parking area. If this area ends up being sufficient (due to unforeseeable large snow events), the snow will be trucked off Site, similar to the southern multi- family building lot within Phase 1 of South Village; Plan Sheet 3 has been revised to depict the locations of the AC Compressor units (which are to be located under the 2"d floor balconies. Plan Sheets L4 &L5 have been revised to depict the screening around these small units; A Parking Lot (Pole Mounted) Area light has also been added to Plan Sheet 3. The light will meet the requirements of the LDR's. Please refer to Plan Sheet 3 for details, specifications & photometrics of the proposed light. Please find the following attachments: 1. Five (5) full size copies, one (1) 11" x 17" copy and digital (pdf) copies of revised Plan Sheets 3, L4 & L5; If you have any questions, please call. Sincerely, Peter F. Heil, PE, CPESC Enc. cc: Scott Ireland 13 CORPORATE DRIVE ESSEX JUNCTION VERMONT 05452 TEL 802 878 9990 1 FAX 802 878 9989 1 obca@olearyburke.com ray From: Terry Francis Sent: Thursday, October 08, 2015 2:25 PM To: ray Subject: Heitage, 22 pacthen & 109-127 Churchill Ray: 22 Patchen Rd — no issues 227 Aviation parking lot- Ensure that the WB-40 turning radius will work throughout the lot 109-127 Churchill- Twins to the south Jefferson 12 plexs- require a fire sprinkler and fire alarm system DC Terence Francis, CFI Fire Marshal South Burlington Fire Department 575 Dorset St. S. Burlington, VT 05403 802-846-4134 Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. Nl O'Leary -Burke Civil Associates, PLC CIVIL ENGINEERING I REGULATORY AND PERMIT PREPARATION I LAND SURVEYING I CONSTRUCTION SERVICES I LAND USE PLANNING July 17, 2015 Mr. Ray BeLair Zoning Administrator 575 Dorset Street South Burlington, VT 05403 RE: South Village — Phase Two 1840 Spear Street Dear Ray: We are writing on behalf of South Village Communities, LLC (c/o Robin Jeffers) to request your review and DRB scheduling of the attached Site Plan review application for (2) Multi -Family buildings located along the northern property line of Phase 2 within the South Village Planned Residential Development. The South Village development is located within the Southeast Quadrant — Neighborhood Residential (SEQ-NR) Zoning District. Phase 2 received Final DRB approval on December 17, 2014. Per the South Village Master Plan reconsideration approval, any buildings with greater than three (3) dwelling units will be reviewed under separate Site Plan reviews. The (2) Multi -Family buildings will have 12-units per building on a single lot. Building "68-79" gains access off Churchill Street into an underground garage and Building "80-91" gains access off North Jefferson Drive into an underground garage. An additional above ground parking lot is proposed in the northwestern side of the lot to meet the on -site parking requirements (see "Parking Requirement" table on Plan Sheet 3). Based on the attached ITE Trip Generation Rates — 8th Edition, the 24-units located within the (2) buildings will produce a total of 160 daily trips, 12 AM Peak and 15 PM Peak trips. Both buildings are connected via a sidewalk to the Public sidewalk along Churchill Street / North Jefferson Drive to promote pedestrian connectivity. Both buildings will connect to the municipal water, wastewater and stormwater systems as proposed as part of the Phase 2 development. Per the Master Plan reconsideration approval, coverage waivers were granted for up to 50% building coverage (37.3% proposed) and 65% total impervious coverage (63.1% proposed). Waivers were also granted for the front yard setback from 20' to 10' and the rear yard setback from 30' to 5'. Regarding our own Design Review Standards, we are requesting that an exception be made on these two multiplex buildings that they may be the same color scheme. We find the same coloration on the two buildings which are larger in size than the single family and duplex surrounding allows the buildings to blend in more harmoniously. 13 CORPORATE DRIVE ESSEX JUNCTION VERMONT 05452 TEL 802 878 9990 1 FAX 802 878 9989 1 obca@olearyburke.com Please find the following attachments: 1. Site Plan Application with $2,688.00 application fee ($275 base + $13 recording fee + $100/unit x 24 units = $2,688.00) 2. Abutters List; 3. South Village — Phase 2 Final Approval, dated 12/17/14; 4. ITE Trip Generation Rates; 5. South Village Design Review Standards; 6. Five (5) full size copies, one (1) 11" x 17" copy and digital (pdf) copies of revised Plan Set; Please schedule this submittal for the next available hearing. If you have any questions, please call. Sincerely, ��4'�) Peter F. Heil, PE, CPESC Enc. cc: Scott Ireland CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this day of , 201 ? a copy of the foregoing public notice for ` �A%-[ pe of application] #,5-15 - D [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(8) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) 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 I D#: 1640-01803 Kevin & Kristin Lahue 1803 Spear Street South Burlington, VT 05403 Dated at �' [town/city], Vermont, this day of �� _20 Printed Name: iz" 3 ,'J 0 c. 4r2" Phone number and email:ybz - 31 �0 - boo 4-6 in L-- S ti r6 Signature: 'i2. 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 2012-48 — South Village — Phase 2 Abutters List 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 I D#: 1640-01803 Kevin & Kristin Lahue 1803 Spear Street South Burlington, VT 05403 14-Jul-15 ITE Trip Generation Rates - 8th Edition Pass -by rates from ITE Trip Generation Handbook - 2nd Edition Instructions: Enter Expected Unit Volumes into Column W Description/ITE Code Units ITE Vehicle Trip Generation Rates (peak hours are for peak hour of adjacent street traffic unless highlighted Expected Units Total Generated Trips Total Distribution of Generated TO Weekday AM PM Pass -By AM In AM Out PM In PM Out Daily AM Hour PM Hour AM In AM Out Pass -By PM In PM Out Pass -By Apartment 220 Du 6.65 0.51 0.62 1 20% 80% 65% 35% 24.0 160 1 12 15 2 10 0 10 5 0 160 12 15 2 10 0 10 RED Rates = CAUTION - Use Carefully - Small Sample Size Green Rates = Peak Hour of Generator - (no peak rate for the rush hour of adjacent street traffic) Blue Rates = Saturday Daily total - (no weekday daily rate) 'Pass -By % are Rates from Weekay PM Peak Period "The Total Pass -By Trips will be Distributed: 50% IN / 50 % OUT NA = Not Available K5F - Units of 1,000 square feet DU = Dwelling Unit Fuel Position = the number of vehicles that could be fueled simultaneously Occ.Room = Occupied Room 14-Jul-15 I �5outhVillage South Village Residential Design Standards Guidelines; For Residential Homes (Single Family, Duplex and Triplex, Carriage Home): *All home designs and color schemes to receive SVC DRC review prior to construction and any exterior renovation. Each home also requires a City of South Burlington Building Permit. Overall Design: Homes are to be designed to be considered `New England' style architecture, with traditional lines, fenestration, d6cor, etc. Farmhouse, Cape, Colonial, Saltbox, Federal, Cottage, Bungalow, Victorian, etc are some the many styles encouraged. Entrys; Each building shall have a front entry that is street facing, it shall be easily distinguishable so that the street facing front entry is the primary visual entry and more prominent than any other entry. Each `front' entry shall have a feature that further defines it, examples are; covering, large stoop, front porch, etc, the added definition to provide added visual `welcome'. The front entry shall have connection to the street or sidewalk via walkway. Garages: Shall be set back 8' from a full front porch, or 8' back from the front elevation of conditioned space if a front porch is absent on any front load garage home. A full front porch shall be considered to be a `full front porch' if it covers the full front of the conditioned street facing elevation of the home or at least be as wide as 60% of any street facing garage elevation on the home with a street facing garage and 6' in depth. Rear load garage homes are exempt from this standard. Side & rear load garages are encouraged. Any side load garage shall have architectural fenestration on any street facing elevation of a window, door, false window (shuttered, louvered) etc, and shall appear as in integral home element. Side load garages may be home forward if appearance from the street is not of the garage door. "Street Street facades of homes shall be balanced that the street elevation of conditioned space shall be no less than 70% width in relationship to the width of a street facing garage that serves the unit. Street visible elevations: (911 Address view perspective including full sides if a corner lot): The street view perspective as viewed from the street or sidewalk shall have architectural fenestration so that there are no 'blank' walls of 12' or greater; examples are but not limited to: door, window, false window, etc. Each expanse of a full story shall have this fenestration, ie, 2 stories, a window or other listed element at the first and second level. "Street view perspective" shall be is defined to be, the 911 street elevation (front) of the home and the side elevation forward from midline of the home on each side (i.e. 50% of the side elevation), unless a full side is visible from the street, by nature of being on a corner lot, or other lot configuration South Village Communities, LLC c/o Spear & Allen LLC P.O. Box 2286, S. Burlington, VT 05407 Tel: 802-658-0202, Fax: 802-658-6869 A-111*4 c5ouffiVi i 1age' where a directly neighboring home is absent, in which case the entire exposed side is to meet the street visible criteria. Street facing trim color detailing; All street facing trim elements; skirt boards, risers, railings, deck trim, frieze, columns, lattice, window, rim board, door, gables, drip edge, gutters, etc. shall be white unless an approved whole home auxiliary color scheme is applied for and approved by the DRC. Doors, shutters and louvers may be colored, color to be approved by DRC approved historical color palatte. Fencing: All street facing fencing shall be white, picket is encouraged. All fence hardware shall be home facing, not street facing. All fencing shall otherwise follow the existing guidelines, 4' height max (or to require separate Design Review), 6" inside of property line or more, etc. Windows: All street facing windows shall have grilles/muntins that are 2 over 2 or greater in division. Non street facing windows, or small ornamental windows may be different. DRC review required. Flag Lot Variance: Flag lot homes shall have the visible portion of the home made attractive from the street. Garages may meet South Village lot 58 design guidelines, ie: not set back 8', not visible from the street, or if visible from the street and not set back, be made more attractive by means of at least two (2) accessory elements of small roof, pergola, decorative door style, etc, or be made to appear as an auxiliary building, such as a barn, etc. Additional Guidelines; a. Each home shall feature a neighborhood friendly welcome -integrative front door facing the street of generous stoop, covered landing, or porch, b. No home with same design of street elevation within 3 lots of same design, c. No home regardless of style of identical color within 3 lots of a home of the same color, d. A maximum of three homes with an identical color scheme, e. A maximum of two duplexes of the same color scheme, f. No Duplex of identical design of street elevation side by side. g. Identical Design differentiation shall be further defined to be a change clearly visible to the naked eye from the street, of a fundamental element, ie a change in roof direction, andlor a change to the plane of street facing elevation in number of windows and or doors, joining of windows or separation of windows, to be South Village Communities, LLC c/o Spear & Allen LLC P.O. Box 2286, S. Burlington, VT 05407 Tel: 802-658-0202, Fax: 802-658-6869 (5oufh`%illage� more distinct than a change in window size, may also be a change in materials, siding to shingle, brick or stone, or other change that is readily apparent, etc. h. Landscaping minimum for carriage home, duplex and triplex shall be 4 small shrubs and one small tree per dwelling and per LI and L2 specifications by Mike Lawrence for Phase 2, and for single family homes shall be 6 shrubs and 2 small trees per Master Plan 'typical' landscape designs by Landworks. i. Historical colors are encouraged to achieve a cohesive palette. The Benjamin Moore Historical palette shall serve as a reference for color variance selection. All color schemes to receive DRC approval prior to implementation. *The above shall not nullify any pre-existing guidelines of the Declaration, Bylaws POS or Land Management plan, but shall serve to add clarification to those guidelines already in place. The South Village Design Review Committee may provide more defined input and directive into design of new homes not yet presented as of this date, and this document may be amended from time to time by addition. South Village Communities, LLC c/o Spear & Allen LLC P.O. Box 2286, S. Burlington, VT 05407 Tel: 802-658-0202, Fax: 802-658-6869 Michael Lawrence Associates Landscape Architects / Site Planning Consultants July 16, 2015 Robin Jeffers General Manager SD Ireland Companies 193 Industrial Avenue Williston, Vermont 05495 Re; Cost Estimate plant material proposed for two- I2-plex buildings —north end — South Village, South Burlington, Vermont SHRUBS Scientific Name Size Ouan $Unit Sub -Total Buxus microphylla `Wintergreen' 3 gal. 13 $75 975 Buxus microphylla `Chicagoland' 3 gal. 13 75 975 Corpus pumila 3 gal. 08 50 400 Corpus sericea `Baileyi' 3 gal. 07 50 350 Corpus sericea `Kelsey's Dwarf' 3 gal. 09 55 495 Corpus stolonifera `Arctic Fire' 3 gal. 06 55 330 Hydrangea arborescens `Blue Billows' 3 gal. 13 68 884 Hydrangea paniculata `Little Lime' 3 gal. 04 55 220 Hydrangea paniculata `Silver Dollar' 3 gal." 05 68 340 Ilex verticillata `Berry Heavy' 3 gal. 02 55 110 Ilex verticillata `Berry Nice' 3 gal. 04 55 220 Ilex verticillata `Jim Dandy' 3 gal. 02 55 110 Ilex verticillat `Red Sprite' 3 gal. 04 55 220 Rhododenddron catawbiense `Album' 5 gal. 15 125 1,875 Rhododendron `PJM' 5 gal. 23 125 2,875 $10,379 MEMBER Eight Linden Lane Essex Junction, Vermont, 05452 American Society PH/FAX 802-878-2778 C 802-578-9591 of Landscape Architects mike@mclasia.com SHADE & FLOWERING TREES Scientific Name Size Quan $Unit Sub -Total Acerpseudosieboldiana 6-7' 04 290 1,160 Magnolia x loebneri `Leonard Messell' 5-6' 03 290 870 Magnolia stellata `Royal Star' 5-6' 05 290 1,450 Malus `Donald Wyman' 2-2.5 in. 12 470 5,640 Malus `Louisa' 2-2.5 in. 07 470 3,290 Malus `Royal Raindrops' 2-2.5 in. 01 470 470 Quercus bicolor 2-2.5 in. 01 505 505 $13,385 EVERGREEN TREES Scientific Name Size Quan $Unit Sub -Total Abies concolor 6-7 ft. 10 505 5,050 Picea glauca 5-6 ft. 11 337 3,707 $8,757 GROUNDCOVER Scientific Name Size Quan $Unit Sub -Total Euonymus fortune `Coloratus' 4 in. pots 191 02 382 Galium odoratum 4 in. pots 579 02 1,158 Pachysandra terminalis 4 in. pots. 1,571 02 3,142 Vinca minor 4 in. pots 1,572 02 3,144 $7,826 TOTAL PLANTING ESTIMATE $40,347