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HomeMy WebLinkAbout251219 243 Great Pond Road - SITE PLAN - - 243 GREAT POND ROAD NOTES: 243 GREAT POND ROAD 1. s1CL ILI��r1 111s,aaEa�L� Pa °�C����� ASSESSORS MAP 37 LOT 54 GREENHOUSE SITE PLAN PREPARED BY: LOCATED IN NORTH ANDOVER, MA PATRIOT Engineering PO BOX 362 OCTO B E R 29, 2025 It T(9 8)726�65SSA°"U5BTT5°242° u✓�✓w.patrio[eng.wm REVISED NOVEMBER 21, 2025, DECEMBER 19, 2025 437.F -C .;GG°w< _ z , .37 4 Pat SHEET INDEX vo C-1 COVER SHEET 1 - a,1,�_a�,i-«_�° EX-1 EXISTING CONDITIONS C-2 CONSTRUCTION MANAGEMENT PLAN 3 °^V t°45 C-3 SITE PLAN 10 —C- _ _ C-4 DETAILS ° C z�'5 0010-0 1 .37-4..Jiz e,e,4- C-5 DRAINAGE AREA MAP 0032 u=3€ \ \\ \` w Qokr, �.xs ceae� \ \ `\ \ 017. 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M3svHd� 0 �\ o TEST PIT DATA I Q r.IICHUEL No.AH,vE ON NOL EUISEa ia..zers I \ *-c.�*^� � m � U w � o Tt c E V -,PROJECT AREA DLEE o �z z peoFaseo Fes,FLooR EL =r4a D o wo o © F o F \ _0 f PROPOSED FI ISHE GREENHOUSE (FIIN BEDFLOORRE BE TP \\ \ p \ { 18"BELOW GRADE) I z � p urvDe� \ a �; D A \EEN E I PARCEL ID 3]G-0054 OOOe.O \ ero-ro arvv$n \ a r EXISTING HOUSE c g \ IiL ED t E [ o � 1 LU _ w 1 PRIMARY PROJECT AREA: Q E " PROPOSED GREENHOUSE TO HAVE SOLID CONCRETE U. SLAB FLOOR WITH SLOT DRAIN CONNECTED TO EXISTING OVERALL SITE: SEWER OUTLET AT EXISTING DWELLING o 'ate I 111LE mEEEr < m z F NOTES: L alwvnescwEiry rsr l--EL o.o3r.c.owaooD.D EROSION CONTROL SEQUENCE LEGEND `EED IEoarvrr aEaeraroE OEEos. Al-—0-n iE wnir_of cDNSTl—ON ISTD I-AIN DNDa l—D. 2. RIVERFRONT AREA 1 TowHE ry LENorsrH.woovEacorvsEa ACN.1,1, AC EavaTnry Eurva..sHTnE FLrEwsm euvWnTE oe-rNLssrvoaiN"H.ro v_T'EE Lr"T L vaovasLD carvroua CALCULATIONS _ <NDe er n�av uNTDTT.I„N —E _ TDaHDE ermDOEDHnHEH e�,e. ae,,.r._ nD"'T'a�'T'INrnrve,wD AEarEmEDND�Ee�NDNaNDE III V-11,1Tnrv.. e. sr,�ILiE�LmsTUIeEEAHEAeoITH�nwIID11IEa oELow. DIEED. Q Q —01-NE — — — rvT aossEe rDNE pa—EOLarvoscnpE nnu LTyUyEeoE�Hnoeoxx e.L. rvD seLD suever 1-111.IED erTHn 1. <aEaErECETr,TED. sloN CDNTaoI IN PI—INTII nil IRT-111aTn1 a � C) FENIE ®c NTOEa TEST vrt Locr,Tnry Ea.rusnrE, 411 sr. OFFICE SErs=EErv,uLr zarvo Uv e 1—N Naoaa IEaupsoesERvnrnNs pEawalnED er 6. El nvurv,.RlLrsr,�DlusEDe T.BERIInALL muLcn EDIRE-,v ~ Y O Y °E^ ew s.s. fspoars couaT.compaTED V THIs oFgcE orviuLvz mz5. cor E... z 1 Z o ra1HI nvELwrvocorvc p<Ds, IN HIIINn Z o p "[p sHcaFLE ED „esr. IcreEErvnousE.uuDlNcsl D.T EL wsoEElcE CN,DLr..LD.r. "eED DN rv,,�=One pER�pe DesEH..pT rve pEaEUHe,ED Q F 0'LEHEFD 0 z rvIENT rnry eE wrvsrHucrEo LpL-ED NLC—l-THRoucnouT THE P—ECT Z x CONG couraETEAND EocE OF—UNENT w Tn corvsraucrloN. ¢o�Q w 6 ER DECIDuousrreEE aAM LH�.ausru_w I�sr. our LNLEss ornerewsErvaTED rvaaacrv.nsEDlaecrpry ErvDlrvewnH THE rv.Ear NOTE' W =w CONIFERou9 TREE AE E-XETa' ae-" e) oFEODYPERTFLoos NS6RANCE RATEIM PNurnBER±5a 9��23ti'.�tvRHReN EFFECTI EOATE SVavry$TAMFDAND Ci Faals nTiNFATFD. ALL 6E Q Q ! \ DEpaDT TED Da u raEE ro eE r:EmoveD paoposEO ELaw oRECTION oualNC THEp—Al'raN OErHs puN.IN ILE "mlrvnrnry nos PHovnEDro THE survvEroH ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD INFORMATION RECOVERED THROUGH RESEARCH WITHOUT Lm SURFACE DEMARCATION NOR SUBSURFACE VERIFICATION. 0 o¢ x a0 zo 0.5 ET MIN DEPTH OF"'STONE EROSION CONTROL SEQUENCE Tll Nl 111,T rono.ne�mrce Grmnsreucrior��s._reenwH urmtsrur+eev. o 3.5 FT MIN.DEPTH OF 1.5"STONE F—Z COURSE nLTex 1ii. aoPawTE OETai.s suovr H�uo,a.o PaoPEaLV Ns*au W¢ z �FTUNs.AeiuzEo.nLLeEa=aT TGAmiNiMUM. "r�T OFrMe,,ry C7 K a. sraeiurFuiowruaeEO AaEas rvirrvAi.nwmwnoFa of�uim AHosEEo. ZZ z p .. sloN wrvTwLlry aLecE urvTLULo5TureaEOAreEas N 3 AFE REVEGETATEo. Q NATIVE MATERIAL R PROPOSED STONE EDGE GNSTaUGTGN. z N CONSTRUCTION FENCE/TREE PROTECTION - W w _r Q N E Q mz F PLAN VIEW ,zlZEAnGry E z a W g o CROSS SECTION o z o o m CONSTRUCTION ENTRANCE ¢w o O 1 g w z EROSION CONTROL ji 6 z x a z FILTERMITT 2:1 SLOPES OR APPROVED EQUAL a �— ED z � z z 0 AFORI IAION RECOVEREDJULI THRC REPRESENTS ARCHW HO () RD INFORI.IATION RECOVERED THROUGH RESEARCH VVRHOUT ALL DETAILS NOT TO SCALE SURFACE DEMARCATION NOR SUBSURFACE VERIFICATION. SHEET C-4