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HomeMy WebLinkAbout2020-03-10 Revised Site Plans 7-10-2020 FOR REGISTRY USE ONLY _ 20- ^ I �'009 CAD 1 77 39 0� 9D7 0 rb--00 RESIDEIFTIAL R4ZCWWDISTRICTMid 0 9.aWIS - 9Q-001 I CERTIFY THAT THE PROPERTY LINES SHO',YN ARE THE LINES ZONINGCOMPLLANCE 4 DNIDWO EXISTING OWNERSHIPS,AND THE LINES OF STREETS - - AND WAYS SHOWN ARE THOSE OF PUBLIC ORPRNATE REOIIIREO PROVIDED .•`lj .O. I IT !l 0 f 0 STREETS OR WAYS ALREADY ESTABLJSHED,AND NO NEW LINES p.ppjT FOR DIVISION OF EXISTING OWNERSHIPS OR FOR NEW WAYS / AREA TZwo SF. 45004ES.F. a 50. y (G ARE Sti05'iN, CHAPTER 415ECTIONBtX Nff i- FACE fop P7 SO F"1' -,�1G7] 5 a S p9. •,. 17I 'LSi� 61 g�ttN SETBACK DAVID DIPASQUALE ® l FRONT SOFT G9 FT 5 1 -k�¢�Qi4�.; .r 5 0 5 p. 00 g SFdACA SIDE 15FT i2 FT 3#o Ib.S7t91 El , REAR SOFT 30 FT d+ t - 9. Bp:D'06 up, 711020hT "� tbrCOYEl2ACE NA fs96 •yc5 v pa5g5t,. �- I CERTIFY THAT THIS PLAN CONFORMS TO PARKING 2-3aAaq UNTTS 4 SPAaS 069 7 0-0669 !6 965 ^� lta+° MEGFIAEt J.$ERG - S. GATE �� f ; THERIAESANOREGIRATIONSOFTHE 1BDRMUNITS 35PACES OQSP REGISTER OF DEEDS. o . Sig.. ' THE CERTIFLCAT}ONSHOWN ABOVE ISitTTENDED TO MEET // OT . REGISTRATION REQ EN UIREMTS AND IS NOTA CERTIFICATION 10.0 ' J / - �.4,H 71fp2020 TOTRLEOROWNERSHIP OF PROPERTY SHO.YN.OWHFRSHP � � DOS,. > 06 T5T .Q0003 S DATE OF AMIN4NG PROPERTIES ARE ACCORDING TO ASSESSORS RIF AREAM.SPO OF. 9 � � - � RECORDS. TROMBLY FAMILY EG[ISTM66UIDWU IRREVOCABLE TRUST LOCUS MAP NOT TO SCALE / NOTES,• /. PLV*iTTRI EPM SEaIENLEI}TOE S MTOFC N33MEl7TOTFEFIORTH A4'9P',FR L FSlaafaro DEPMTT.lEfTlT FraaamTHE ETMTTDF casTTncTlati t. etAtlsAerczanVl NGT eaaH Iwrt4'u ERaSIor1 canxaawmuTal T445N rEET � � �'�f��yi ,'% PROTECTN MEASUAESME NSTAV.ffi. R *"T PROTECTION TORE PROMM IM ALL CATCH M894WMW 10OFEETOFTHE PROTECT. a. NG SOIL I9 TO BE STO054EO ON WMS. ALL PRGAREA TO 61 E CLOSED WFrHA E SUE nNM ET06E FFRNG 9 EXISTING CONDITIONS a RErusEMEATDDEERaosmwrlHAFaGce. a PARKM SPACES 7. AS.WED CCPf OFT OPERAT10N AM MECrENMIDE PLAN SAU 6E FRPJDEOTV TS 20 0 19 40 FT EXISTING 2 FL4 A:Aq DEPMTVEW PFWR TO THROTMTOF COM15Te1Ci10H PROPOSED !. A SlIEO COVl Of TH LUCfT IXSFS GE 3TATF]flNi SFWL BE PRfHDEO TO POROUS PAVF.MWT Ka AECUIRED 7 PL4`P aOEPwk0. areeO, IXS"wit To T1EaTMTmmYEXTTDIOTDC DRIVEWAY PROPOSED 5 9. M'fUOOFICAT10NaTOtNE LOSTWI sWEWA3i(aaHSIETIE.ETMACCNEPLWP.E REPRO MEAD r0F I (SEE DETAIL) (ENCLOSED DAVIT O(PASOUALE I . WITH FENCE) i IMPERVXXISAREA PROPOSED I CONT SEDIMENTATION ROL TUER EKISTFNCi PROPOS DE E. (SEE DETAIL) PROPOSED ` L 2710S.F. 20158x W PRIVACY FENCE G� PROPOSED LLF ¢ A WALKWAY tc TROMBLY FAMILY i IRREVOCARL.ETRUST 1 EMMO,ULCWG •! VEERTr-4.L PROPOSED GRANITE CM PROPOSED PROJECT EXISTING TTIEPROPEATYAT 12r FWEBLEHEtD STREETCURRENTLY CONTAINS TWO APARTMENT LAYIT� PROPOSED STOP SIGN 2TIX2DX4C THE OWNER PLANS TO CONVERTIN ME TO FOURAPARTAIEM THERE INLL BE THREEBEDROOM INFILTRATION TRENCH - UNRSAND TWO ONE BEDROOM UNITS COP1E90FB[HLDIN(G EtEVATIOVSANtl FLOpAPIANS' ATYACNED. (SEE DETAIL) THE ONZBEDROOM tW"WILL OCCUPY THE FIRSTFLOORANO THE THREE B )RC0MVNm.Wu OCCUPY THE PROPOSED S£CONDAND THIRD FL009S. POROUSPAVFJAENT /. .�, / PAR"M ON SITE IAILL BE PROVIDED FOR EIGM CARS THEPARAM WILL BE PROVIDED TO WEREAROFTHE DRIVEWAY (SEE DETAIL) PROPERTYAND TO THENOR7HSIDE OF THEPAOPERTY. THERE IS CURBING ON OOMESEXSTREETBUT NOT ONMAABCEHEAD STREET.THEAPPLr-A PLANS TO CONTWUE THE CURB FROM WOOLESEKSTREETALONG THEAWIStEHZAP STREETFRONTA E. CURB Tb BB RF.IAOVED / EXISTNG ROADVJAYPAVING ONATARBtEHEAD STREETEXTENDS TO THE FROVT OF THE BUBDINO.OTHER THAN AT DRIVEWAY ENTRANCE / / ! / / "STING WATER SERVICE ANAPPARENTGUTTERLINE THEAEISNTA CLEAR 1IFFINITIONAMAYO ME ROAUIVAYSIDEWAG(AHO PRIVATE WATER PROPERTY.THEAPPLICANT PROPOSES TO REMOVE THE EXCESS PAVEMENTANO R48TAU A SIDEWALK APPROIOMATE tOCATION OF / AD14CENT TO THE Cf"AND LANDSCAPE TH£PROPERTYRSTWEW THE SIOEWALKANO THIfHOUSE. EXISTING GAS SERVICE j SIMILARLY THE SlOEIYALKPAVLVG ON M10DLESEX 3TREE7EX7L:NIJ$CYTO THE PROPERTY,THE SIpE>YACI(WILL BE REMOVEDAW RESUiLTHEtWEEN OW CURS AND THE PROPERTY DUE I PROPOSED CONDITIONS THEDRIVEWAY DPENAYG TO THE REAR PARIONO AREA WILL BE27 FEET WIDE AND THE DPENWG TO THE APPROXWUITE LOCATION OF PROPOS EMTJG ELECTRIC SFRVP-E E© HORTHEALYPAWRNGAREA ISRL BE9FEET WfITE_ tMZT PROTECTION 20 0 20 40 F'7 (SEE DETAIL) SITE PLAN FOR 127 MARBLEHEAD STREET IN ,GTE NORTH ANDOVER,MASS, CIL N)Fllfi PREPARED FOR: SPECIAL PERMIT GRANTED: `", CEN 1 REALTY TRUS VARIANCES GRANTED: CONVERSION OFATHREE UNIT DWELLING TO A FOUR UNIT DWELLING LOTAREA.-12,500 SF REQUIRED,4,500tSFEXISTING A'L7LAM. DATE:MARCH 11,2049 FRONTAGE:180'REQUIRED,50'EXISTING T/Lo1},ezo REVISED:JANUARY 28,2020 FRONT SETBACK:30'REQUIRED,8.8'EXISTING REVISED:2r2aQO20.MM020,4r2M2020,7'�2020 SIDE SETBACK:15'REQUIRED,1.9'AND 11.5'EXISTING MIN.DRIVEWAY MOTH,17REQUIRED,9'EXISTING PROFESSIONAL ENGINEERS$ NO SURVEYORS MAX.ORfVEENTRANCE.25'REQUIRED,2TPROPOSED CIS CHRISTIANSEN&SERGI PARKING SETBACK:3'REQUIRED,2.4'EXISTING ASSESSOR REFERENCE A DIVISION OF THE MORIN-CAMEOON GROUP,INC. 25KENOZAAVENUE HA HILL Ot PARCEL ID 009.O-004S0000.0 TEL.D78-373-0310 COPYRIGHT 20Y0 SHEET 1 OF 2 L DWG.N0.3760010 FOR REGISTRY USE ONLY - SILTATION CONTROL F1Ya[eSSieSma"' - FENCE (S2'H-l7a) 3'BIT.CONC.POROUS PAVEME7TT AN bM PrAKW Wttklvea Amble Proleled F e:of g'OF 314'TO 1•Ifl' 2.OF 374'WASHED ------� WASHED CRUSHED STONE CRUSHED STONE (RESERVOIRCOURSE7 (CHOKER COURSE) 4•LOAM BSEEO Wohhm FItr�OCexpoe7 1 SIC4m*' NON WOVEN 13EOTEXTILE FA TER r 1'REBAR FOR BAC ,-,w r.:: .... FOAMI fR1T0 WNW. FABRICAS REQUIRED :. �'f,11N.6RA5/EL,B1l5E -'F i.,,' ,:-s�.:� RE7.IWAL FROM INLET Plan V�BW FiRfe%k®5®ISO%,tT'r SBCfi0i1 TO STABiLZE SinEs OF t J , •••a / - (RCBUt NOT INCLUDED) EXCAVATION W(P.)I CERTIFY THAT THIS PLAN CONFORMSTO E*ST1NG SUBORADE MATERAL OPTIONAL OVERFLOW SEDIMENTATION CONTROL DETAIL 2 THE ROLES MID REGULATIONS OFTHE W.L FJU$tM TOPSOIL,SUBSOIL,9 UNSUITABLE Ibtac REGISTER OF DEEDS. MIATERLILS ARE TO BE REMOVED) SILTSACK®--1 1.AIe WWbr*d F-ke&eQdt . L 3R5�"wnpaaV,dhatheM W b meat*A'a m rgi,alanh. Tn012020 DUMP LOOPS 4 cancaalaa awe a4e0ss4gr�Mfa DATE NOTE THE POROU9 PAVEMFNT)S NOT (Ram NOTT DDcuffo) p� STimtAMht@a5m fenppy�De;rosW]ae`akddslbeca 70 BE INSTALLED UNTIL ALL UPORADIENTCONTRIBUTINGAREAS I ARE FULLY STABIUZED, POROUS PAVEMENT DETAIL ,, •'. 4:; p �~ (NOT TO SCALE) POROUS PAVEMENT SPECIFICATIONS CRUSHED GRAVEL SPECIFICATIONS �" TRAvsNlot+cuRB tYP IEEyE&ZE PERCENT PASS a FOR GRAVEL BASE _ 4J3' iD0 SIEVE SIZE PERCEHTPASSM 172' 106 34 BACK OF SIDEWALK 9f5' BO.100 1,fe' 70'f00 1,SILTSACK OR EOUNALEM PRODUCT TO REUSED, � N0.4 30-EO 95 NO.a 5.15 NG 4 30-000 CATCH BASIN INLET PROTECTION DETAIL 2 NO.2W 1-3 NO,203 0.5 (HOT TO SCALE) It %13ITUMEN(AG20) 4.0.7.0 5491 A(Ak THE MATERIAL USED FOR THE POROUS 1-1f2'DENSE GRADED CRUSHED STONE MVDE .� _ • PAVEMENT SHALL CONFORM TO MASS. FROM TH£ONSITE LEOGE MAY BE USEOAS A HIOMNAY SPECfFICATION M3.1 t.03 FOR SUBSTITUTE FOR THE ABOVE SPECIFIED r-w OPEWORADEO FR)CTK1N COURSE GRAVES.BASE MATERIAL. ' NIG}(gl�TRANS . 2r-0 Mpg r-0 EO(IE OF ROADWAY ORANUECURS TYPE'A`CURB LOW$748TRANSR+ON S•O' REVFAI.CORNEROW) Sw"At LEGEND • W-SIDEWALK WIDTH W.S•0•M W. . .. G 3'S'MIN. t'-0'to 3'-w LANOINO APRON "%PREFERRED to i$%SLOPE 6•CF1.[ DR VVWAY .. : APRON 2.0%MAX 0'- y.� a�4'�.:1..; fir:�. ,s,. 1..� .::.� .�'?,re.._, -- ma•GFAVEtBA.SE B O.G section(156 FKke1s1 -. SECTION S-B lDsrslzE vD.C.5KtIonpi A Fuels) _' CROSS-SECTION OF DRIVEWAY APRON s'x5'xtos' DRIVEWAYS-5 FT MIN.SIDEWALK -2 FT CURB CORNERS �•, (NOT TO SCALE) 15 x5_s x9575 ...1' (NOT 70 SCALE) M INTERLOCKING PICKETS - GRANITE CURB-TYPE VA-4 _Dll< ✓' "` ti )61` r �"-2 '-� IJUiDSCAPEO AREA MN 106 72 - PAYENENT 6' BIT.CON ID C.SIDEWALK 1.lre BIT.CONC.TOPCOURSE $•REVEAL f i i SITE PLAN r BTf.CCNa LEVELOIO COURSE / uChannels 14 FOR ,#-3 CRUSHED FILTER I1O1 127 MARBLEHEAD STREET IE FILTER ABfBC(OR Fsc y< kS x5b x9575 51F2 R EQUAL) iM1++: - IN _ H�F NORTHANDOVER NOT£:RDID4E TOPSOIL Z'BIT COHC BINDER COURSE 2r-��,. t i � • sT r r ALUMIRUMCHAHNELWBOTTOMRA1k� - i &SUBSOIL TO PARLNC —I I' '' f F B B,.: IgRxILL r POSFSGOINCOGROUND36 Yd7H ( REWIRED) TRENCH PREPARED FOR: MAS MATERIAL AND REPLACE I S F .S h SAND 6 5 1(ifUVk"1.RA5@ D'`tf s 7 l -i ` �L fa.asE* CEN 1 REALTY TRUE r�-.� AwG6)e CoWts,lVhdo Tan,Qay Gray prCdor,Cesn6o - - PARENT SCNL r5u7r �-�� (. "F Mind Ce�dita¢,30 MPN FiansferahlL LffeWneWan my F stsh pP4rlgl p _.T DATE:MARCH 11,2010 NOTE:THE WFB.TRATION TRENCH IS NOT ro BE wsTI1LED uNTR A UPGRAD[FM Q" REVISED:JAAIUARY 28,2020 - --. CONTFU80mNG AREAS ARE FULLY REVISED:7J28+M,31312020.4/28f20z0,7r0/20211 STABILIZED DunNGSUBGRADEMAT RNA€, CONCRETE PROFESSIONAL ENGINEERS& ND SURVEYORS PRIVACY FENCE DETAIL CRUSHED STONE INFILTRATION TRENCH DETAIL TYPE VA-4 GRANITE CURBING C➢HrLnR�o OF THEANMo N Bi S RG puPrIxc. (NOT TO SCALE) (N07 TOSCALE) (NOT TO SCALE) cs 25 KENOZA AVENUE HAVERHILL,MA 01850 TE'L-97X373-0310 COPYRIOHT2020 SHEET 2 OF 2 i O c1.ND.37s0D10 (