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HomeMy WebLinkAbout2015-09-01 Revised Plans 8/10/2015 FOR REGISTRY USE ONLY WELLINGTON' WAY REFERENCE PLANS €.PLAN OF EAHLI LOCATE.IN FIORTH ANODVER,MA.REG[MD OWNERS S APPLICANTSGORTON FPMEY TRUST 6 CHARLOTTE LHOPPIN(J BY l ( C}gLIppANBEN 6 SERI BK:.DATE{1171115 AND RECORDED IN TIORTH 11 ES5EX REGISTRY�DEED AS PLAN NG.17245. °�f/C/6 NORTHANDOVER, MASS. 2PLAN ppL IND I11 NORM ANLOVERNASS.SURVE EO FOR /1 ly fARB.GEOROE AREA(FORMERLY LAND OF CHDRLES ECORDED IN O �� •� IE CUNTOH!:_DOOBYAN tlA7EO 0EC.19.1965 AND RECORDED IN NORM Lvus ESSEX REGISTRY OF DEEDS AS PLAN NO.5699. / ! a 3.CONFIRMATION LANG COURT PLAN DATED OCTOBER TWO BY I C E puiY8 AN THIS PLAN CONFORMS TO STOI ERS ASSOCIATES AND FILED AB 36814A. TEGiSTV OF DEEDSULAnoN30F THE ; REG}TIER OF DE>=tl3. J � � WTI" writs M A 419 PT7L AAML REE CCOORODNEOD MiN NORTH EYEO POR MARCH - 8 WSaN p DATE J s wP4ae 1eAP tas 4Df iB5 N0.7680. )Ir Lm5-09 M e0moemsr>&i:r BOyA SunJNs S.PLAN OF LAND INNORM AHD.`IPR,I.V`SS.SURVEYED FORtYlI11A1A ANN GOftiON BY 670YlERS ASSOCIATES INCL}AIEO APRNL 1971 AND VN 16t8 RECbROCD IN NORTFI ESSE%REOIBTRY OF.EEDS AS PLAN NO 8308. OT 147 M SWMOAGNW uAts ttw4 1 6,PLAN OF LAND SOXFORtl 9TREET IN NORTH AN.OVERAIASS. LOCUS MAP 4W1MB Ym»IGF Laif4 PREPARE DFORWLLIAMGORTON DATED 1D27A38 BY MARCH ONOAe �, !J[VFN ASSOCIATESANORECORDED WNORTHESSEKREOSTRYOFDEEDS WAIVERS(M.G.L.CI1.41 SEC.$1R) LOr Its •.�,®, AS PLAN N0,13352. NOTTO SCALE vcGEitux .Qr "'Ae.7 �r O ¢ 7.PLPH OFtlXoRoROAO,NORTHANDOVERAStADOUYBYTHE LEGEND nim OPENSPRGE9 3 Es3EXtoUhTTYCOMMI661CNERSINIr WAIVERS ARE wmlrr '' FART 5l'•• 6 pLp,LOF LArw IN NORTH ANOOVERIAA56,suRVEY£D FOR THE RULES AND REGULATIONS GOVERNING THE SUBDIVISION OF ❑ DsMITESOUNDTC BESET _ k.F CAT1Et0NE Oi1INlOVAT1 SY&TOWERS A960CfATBS INC..ATED MARCH LAND IN NORTH ANDOVER: i GRANITE BOUND FOUND 7. O ((r 6 197TANORECOROED ik NORM E6SEJC REGISTRY OF DEEDS A6 PLAN 2 y N0.7580. FI SEOTION:8.8.1 YA8LE;A THE MINIMUM PAVE-ANENT WIDTH FOR ALOCAL IRON PIPE FOUND F r r r c ` RESIDENTIAL STREET 1528 FEET.24 FW 18 PROPOSED. ORRL HOLE SET O z C 14$"•' a.PLAN OF LAND LtyDATEOIN=ANDOVERAVL RECORD OWNERS s `� 6'Y GORTON FAMILY lRV3T 8 APPLICANT MESSINA DEV.CO.BY 2F 8>:CTiDH 6.9 Cifli&k0.O77ANRE CUFiS1N019 aE(NAILE.ON AI-I-NEYI O IRON ROD FOUND $ ' CHRISTIANSEN A SERGI WC.DATED SIS115 AND RECORDED IN WORTH BRA GRANITE CURBING PRUPOSFO ONLY AT THBBEOSBJWOOF 7HB t 2RFFYWI9 8rl wATF.x EBSDK REGISTRY OF DEEDS AS PLAN ND.17252. tl DRILL HOLE FOUND 14+r to5pLoi tl �._ f' 9,61LI4 al OF SY mm F tr.4P 4'JFr;LOT to f.y M 31 SECTIONN 8.11 SIDEWALKS.SIDFWH.KSARE-QUIRED ON ONE BIDE OF _ �. �.4FJ�J0_.. < KASS, LOCAL STREEY3.NO SIDEWALK IS PROPOSE.. ® IRON ROD TO BE NET v 1 NOT IREFJnwo � ql SSCT40N 6.i B.4 STREET TREES.BTREETTREE9 ARE REWIRED TO BE e aLNrn�s LLc LDYL1INF 1 OPEN SPACER RO REVERENCE DEED LOCATED WITHIN YHE B77TEET RIGHT CF WAY.IBTREET TREES ARE >up;05C taro ilAmanu"ff YN1�LAIS" PROPO3EOOUTSIDEOFTHERIGHTOFWAY. j STONEWALL of coksrW=w& 61 AN SECTION82I STREETLIGNING.THE PLANNING BOARD SHALL PROVIDE ! DOWNM 0R4rAA PROVISIONS FOR STREET tiGHTWa.NO STREET UGHTING IS PROPOSED. ILF HO'N OR FORMERLY OF BO%itlR. STREET FJ9E�tr?R l MAP 28 LOTS ASSESSORS REFERENCE rauK/a ZONING DISTRICT R1 pl gE�pN 53bA-4 REOVU3ES AIN.SCHCHIAWKS�A ELEVATLDNS SHOWN ON GhWM° }3R6f3I{YRENSIQNAL REGULATIONS: THE SUBOMSKIN PLANS TO BE BASED ON THE NATIONAL GEODETIC i T.F.- TOTAL FRONTAGE KEY MAP VERTICALDA.T OP k92B(M.GVn.F ITNE ELEVATIONS SHOWN ON THE PLANS MIN.LOTARFA-21,7668.F. REpFpE710ET74E NAY...1988 DATUM,WHIC441S THE IS USED ON THE Q Firm MANHOLE 20 400 FT MIN.LOT FRONTAGE=IDS FT, CURpIEW FEMA MAPS FOR THE TOWN OF NORTH ANDOVER. 200 V i CATCH BASIN AND DRANNAGF PIPE 1AIM SIONT SETBACK=20 FT. $GALE 1`-2BD' MIN,BIDE SETBACK°20 FT.' T} SECTION 6.12A GRANITE ES .TMONUMENTS AT Al STREET SQUARE f FLARED PNO B RP-RAP OUTLET MBI.REAR SETBACK=20 FT. CONCRECT ON,AHRE SO POINTS O CNANEININSTALLED A EOTMNOR ' INTERSECTIONS,ATALL POiT 2 PRQ UUNGEWDIR8OFA.RAT 0 SEWER MANHOLE rANAy UREOP STREET AE.IN THE"ITY ON OF OF ALL NEW,DERMA, AND -ME STRUCTURE MAY BE PLACED UPON A SIDE LOT LINE AT AHY OTHER P017Ti3 WHERE,IN THE OPINION OF THE BOARD,PFRMANENi SEWER PIPE WITHOUT SIDE YARD SETBACK,PROVIDED THATTNE MONUMENT SARSNECESBATLY. GRANITEMONUMENTSARRPROPOSED AT FIRE 1fYDRAAIT ALL POINTS OF CHANGE IN DIRECTION.AT CURVATURE OF STTIE.ETS,AND AT AD,IACEkT LOT TO WHICH 711E ZERO SETBACK IS LOCATED HAS } OPEN SPACE AREA SUMMARY THE REOUEREO SIDE YARD SETBACK FRONT CORNERS OF OPEN SPACE PARCELS ONLY-ORMlITe LMUMENTS ARE PROPO6Etl TO BE 4 F'FJ:T LDNO All.6 WCHEB SQUARE PER 4.123.THE 2 +� WATER SHUTOFF PROPFRTYfARNNER8 OFL0T61-7 MEPROPOSED TO BE 618'IRON ROD580'T OPEN SPACE PARCEL AREA WETLAND UPLAND AREA LONG' WATER VALVE PARCEL ORES- AREA L4OR ACRES I, A p O.1B8 -W,� WATER MAIk g 11.684 4215 0.168 WALVERS ARE REQUESTED FRObl1HE FOLLOWING REQUIREMENT OF THE 7AN7 TOTAL 11.872 4.245 7.87T BYLAW OF lHF7G%RI OF koRM ANOWETt [SAS LINE :. OPEN SPACE NOTES: t) 6EOTION 8.6.7A.DIMENSWL&LREDDAT10NS.HEIGHT UMITAIRON:THIS GA5 VALVEIGAS SNlI70FP OPEN1.THE PATEOTAL PROJECTARFAt617,8811 ACRES SEO'f10N SPECIFIESABU83TIN0 HEIGHT LIMFFAnON OF30 FEET•AWAVER IS , ow REQUESTED TO ALLOW AHEIOHT OF 35 FEET. i i UTRTY POLE 2.THE REOLAREDUNIMUM OPEN SPACE IS SS%OF TOTAL PARCEL AREA OR 35%X 17,98I ACRES'�.293 ACRES 2) 6EC110N Bb.7D.DIMENSIONAL REGUlAT40N8,BUFFER ZONE:THIS SECT30N p LGi4T POSE t REQUIRES A60 FOOT BORDER FROM ME PARCEL BOUNDARY RUNNING I" a.we PROVIDEO OPEN SPACE AREA IS 11.872 ACRES OR66%OP THE TOTAL SHEET INDEX FULLLOTS 4LENGTH OF THE AiLO PERIMETER OF TIC PARSYSTEM A WAVER 18 REQUESCONSTRUCTED l TREE LINE PROJECT AREA FOR LOTS 4 AND fi TO ALLOW FOR SEPTIC BY97TJA9 To 8E CONSTRUCTED s SHEET 1 OF 14 COVER SHEET Y!€TINW THE BUFFE3L PROPOSED SEDIMENTATION CONTROL 4.THEREOLNRED MINBMM UPLAND OPEN SPACE AREA IS 76%OF THE REQUIRED SHEET 2 OF t4 LOT PLAN{LOTS 1-7 8 OPEN SPACE A} I �2ae- EXIBriNO FIAVATION CONTOUR NfiNLMUM OF EN SPACE AREJLA OR 7513 X 6-P3-4.720 ACRES SHEET30F 14 L07 PLAN(OPENSPACE U) 31 SECTION SJL.7 STREET DESIGN STANDARDS TADLE IA REQUIRES iT1AT CUL ; E)LISTINa CONDLYSONS PLAN DE SACS DO NOT E7CCEED sm FEET IN LENGTH A WAIVER 1s REDUESTCO FOR I PROPOSED E4EVA1101l CONTOUR S.THE PROW3EDUPLAND OPEN SPACE AREA.T.827,YNACH IS 12t%OF THE SHEET 4 OF 14 WEt11NOTON WAY TO 724.87 FEET, REQUIRED MWIMUM OPEN SPACE AREA. SHEETS OF 14 OVERALL DEVELOPMENT PLAN W✓ PROPOSE.EDGE OFPAVOAENT SHEET6 OF 14 DEVELOPMENT PLAN LOTS 1,2,6,6,7 AND OPEN SPACE i MOMPROPOSED CONCRETE siDENlALK SHEET 7 OF 14 DEVELOPMENT PLAN 3 AND 4 AND OPEN SPACE SHEETSOF f4 DEVELOPMENT PLAN LOTS 2 AND 6 AND OPEN SPACE REFERENCE DEEDS SHEET 9OF14 ROAD PROFILE SHEET 10 OF 14 ROADWAY LAYOUT AND ASSESSOR'S REFERENCE UTILITY PLAN NOTES MAP LRE L BOOK 6407 PAGE47 SHEET 11 OF 14 SEDIMENTATION COI:TROL PLAN 2 TOOK 14145 PAGE 20fi SHFFT 12 OF 14 CONSTRUCTION DETAILS 1 S.THE PRO.EOT DATWM MASSACHUSETTS STATE PLANE GRA 3.BOOK 14115 PAGE20s SHEET OF 14 CONSTRUCTION DETAILS IF7"WELLING EFINITIVE P.R.D. COORORNATESANPNAVD196B.THE WAS CALCULATEDUSING THE 480PK 11z23 PAGE 270 SHEET IA OF I4 CONSTRUCTION DETAILS III I MASS MAINLAND HAD 83PROJECTON AND THE I2 GEOID MODEL S.BOOK 14M FAGS 273 [)BDIVI OF PLAN VALUES WERE CALCULATED FROM A GNSS RIK SURVEY VATH e_BOOK 14225 PAGE 281 OF COVER MULTIPTE OBSERVATIONS, - TON WOODS" l 2 THE WETLAND DNE WAS DEUNEATUIIN SEPTEMUFRAND ;N SHEET NOYF.MBER 201 A BY NORSE EWRC44AENTAL SERVICES.VAC.OF u TYNGSRORo,44A.THE FLAGS VXRF LOCATED BY IN5TRUMENTFIELD PROFESSIONAL LAND PROMMIORAL- NORTH ANDOVER,MA. l SURVEY ANO CONFIRMED LN AN ORAD ISSUED BY TH-03RM •APPROVED UNDER TF'E SUBD;Vl9LON ENGINEER ANDOVER CONSERVATION COMME5SION. SURVEYOR I APPLICATION F2ED COIVTRCL LAW UPON COFRIRONS' i TOWN OF NORTH ANDOVER APPROVED �Or l4l JNC RECORD DORTON DRABLY 7RUST APPDCAJ4T:GROVELAND A,0"BENT Y � . 3.ACCORDING TO THE FEMA FLOOD INSURIWCE RATE MAP NIALREA SUSLECTTOCOVEtJAW- 9t tl Yy,� OWNERS: CIO JGYFOaD STREET GROVELAND MAOl831 25009CO24IF ri4:315E DOES NOT LIE W4TYQN OR CONTAIN ANY AREAS OFFICE 4F THE TOWN CLERK FLAN.PLANFILEP 824 OOIlFOAD STREET DATE 823115 �'. V�MC ANY SPFCAL FLOOD NOT FIE AREAS. COHo4T10NS 5ETFORTH IAA s- �MIGRREL r. anU°0 NORM VIDOVER.MA OI345 THIS 15 TO CERTIFY THAT ON COVENANT EXECUTED HEMIMOAIE J p ra cri;Lsut t I RECENED FROM ME NORTH ANDOVER SERGI 4.PROPOSED STREET NkL3.8E OFfEREO TO THE TOWN FOR I REf �N0 00ARDOERT+FicATION OF R5 ACCF1'TANCE, PLM APPROVER ar -_e i;'Ef`%IssAY� /� L PROFESSIONAL ENGINEERS STAND SURVEYORS APPROVAL Of IRS PLPLI AHO THAT ITV: ` �� CHRISTIANSEN& SERGI, INC. 11 5.THE PROPERTY DOES NOTUE W THOI THE LAKE COCNUCFEVVCK OURIFIG TT4E L2G1 TLYE}lYY OA'73 NF%T PAYED: - - ._�---.---�- }r f (r k'. SVRiFRSHED PROTEGTIOt1.15TRICT. FDUF"W1NOI NAVE NECEN'EO HO NOTICE OTO BEREr,OFiDLi] -� _ _1 _ _ _-_�-- ..�• ,_, 16p SLnA3U-ENGRC M TEL 9TI-3JUJS5ACItUSETTS 91a70 SI#ET:40F 14 OFLOWINOEAL FROM SAL.DECISION' BOARD OF HFALIH DATE I• WIYM,CBIENGR CdA TEL 978-773-0710 FAX.9T8-072-3980 DWG.N0.14056,OO1.0i6 Ii_Ln%TvH RD OF VAL NORM ANCUVER PLANNING BOARD MI LJ.SERGI r r PHILIPO.CHILISTU+TISEN �•~�= I �1 FOR REGISTRY USE ONLY RIF TOWN OF NORTH ANDOVER BOOK 4T79 PAOE 80 SOAP 105A LOT 4 i H E8'IRSi•W nm2 IG1dd1' �T'ed 14187 1211C 11191 13� 1 LOTQ � LOTQ AREA-3 SX, AREA=21,786S , AREA.-.7r87AC AI AC. LOTQ [ERTIF PLAN CONFORMS TF..00 T".10 TWRULES AND REuUTAHGNSOF THE i ; C.RA=180% i C.8A-100% 1 C pREA=21,7908.F. REGISTER OF DEEDS. 2 N ke I AREA=0S002AC. 8rzs115 [J hs TF-=10000' 3 I CSA=iITINF 1 DATE m a I LOTT7 L 9P.pp, / AREA-45.820SF. LOTQ 0.'r-—~~~ AREA=1.84-*IlrG. 1 6-u•sr71 L„ � C.DAa10096 AREA-55,07E S.F. „ R•a5i0P tsa.sa' a. f AREA=I--W AC. T.F.100.00' a R;��l� �y NIF S C.BAa100% a' 7B°°/pda\ I^ BRYAN A KERRY HAIMEN ! ewe•{r1e• ° BOOK 5244 PAGER 8002 MAP tBSc Lana ly Lgat4 � ' Re /h 10'WIDEDRAINAGE 10`WIDE \• R �_ .-- � \• :'4ed�°°. G'�, °d\ DRAINAGE � EASEMENT L=„� \ ,rO�L \\ n/ EASEMENT A,1�, q-7 it OPEN SPACE® �°'�F �f 4 LOT(j) z © AG AREAAD.M 03F. AREA�.50tl0 29� \ OPEN SPACE® AREA-24,W GF. T.Fa �`\ AHEAm0S720,%C cs8 .A1% \\ 'F4 \� \ AREA=g.171 SF. T.F=128At' \ AREA•0.SB78 AC. C.BA-100% \ ry\ \ TF S.-MA \ 4, , C.BA=L00% CONSTRUCTION&GRADING EASEMENT W \ \ eaaz \ 9{ E \ a?caca. \ THE ENTIREANTEAOFOPftN \ \ q SPA"A IS A CONSTRUOTIQN \ 8 GRADING EASEMENT f STORMWATER . `'J°.", \ 4�� I MANAGEMENT \\ EASEMENT �\ f SEE SHEEP 3 FOR DIMENSIONING . OPEN SPACE,® I WF CONSTRUCTION SBL HOMESLLC \ aws I BOOK 14223 PAGE 782 &GRADING \ i �. I MAP toss LOT 22_7 EASEMENT \ e SEE REFER£NCEPM I \ _•�$� MY Q 4U' BQ' I \ u i wFCHARLOlifOPPG SCALE:1"=MY 8QOK;4T4EPAGE 40 \\ ' �� Q �I eQOK E4144 PAGE 240 MAP 1 051-LOT3 I 1O � DEFINITIVE P.R.D. SUBDIVISION PLAN LOTTING of WELLINGTON WOODS" SHEET i IN LOTS 1-7& PROFESSIONAL LAND PROFESSIOAAL NORTH ANDOVER,MA. �I 'APPROVED UNDER h9:SURgVI5roF7 ENGINEER OPEN SPACE A I TOWN OF NORTH ANDOVER APPROVED CONTROL CONTROL LAW UPON CONDITIONS' SURVEYOR OFFICE OF THE TOWN CLERK SUBJECT TOCOVENANT, Fl14ALPW4FltED nef RECORD .QRTQN fAWLY TRUST APPUCANF:MES6INADEYELQPMENTCOJNC. CONQtRONS SET FOfTN IN A OWNERS: CfWOYCE BRA=i4W 277 WASNKGTON STREET THIS IS YO CERTIFY Tl1AT ON MCM EL $24 BORFORD STREET GROVELAND MA018M GATE 823715 I RECEIVED FROM THE NORTH ANDOVER COVEHANTEXECUTED HEARINGDATE J NORTH ANOOVER,MA0t84S I PLANNING BOARD CERTIFICATION OF ITS s APPROVAL.QF THIS VWI ANDTHAT BY: °—"-"'- No e [ 011RING THE TWENTY OAVS NEXT � PLAF2 APPROVEQ GATED: ..._ r-c7/ PNGFESSIONAL ENGINEERS&LAND SURVEYORS FULLOYrINGIHAVE RECENEO iNOI40TiOr __.._.._-.__, / 4"�,.•� OF ANY APPE.'LL FROM SAD OECIS:CN_ AHD Tq BE RECOADEG BOARD OF HEALTH — DATE: CHRISTlANSEN&SERGI,INC. I HERE`hITFI �+.'I I6`1 SLrt.IMEA STREET.HAVERNGlL,MASShCHVSETT59163D 3HEET:20F 14 APPROVAL NORTH At1DOVER PIANUNO BOAAD MLC4 J.SERGI PHILIP 6.CHRISTIANSEN WMV.CSIERGR.COM TEL 978-37"110 FAX-91.12.1950 DWO.NO.14050 001016 CLERK OATS I I FOR REGISTRY USE ONLY WE TwN OF NORTH ANDOVER ' BOOK 4TT9 PAGE 80 MICHAEL a YATHLEEN SCANLON MAP HIM LOT4 BOOK 3210 PAGE 291 MAP 1048 LOT 163 I ]1LIS 1 NiF SCOTT AND IOMRERLY DURGIN BOOK 104 PAGE i MAP f048 LOT 184 Illl LOT® LOT 5© N I CERTIFY THAT THIS PLAN CONFORMS TO THR RULES AN0 REGULATIONS of mE LOTO � \�~ REGISTER OF DEEDS. MNY DANIEL a t111OA BURNS / ROOKes Sam PACE 250 LATE I MAP IND LOT Its l ` LOT® 1� <</A, `♦ LOTQ # woC1c,83A0PA0BOVA \` 10'WIDE MAP m4a LOT 186 \ \ DRAINAGE LOTQ \\ •b. \\ EASEMENT F LOT(2) \\ \ aRYA14 a KERRY HANSSEN mr 'Aq$+r' BOOK MAP 0055C LOT 779802 FRANCIS LANE a SARANGAn i• BOOK f 217FAAGE 119 MAP 1048 tOT 18790 PEN S ACE® STORMWATER OPEN SPACE© MANAGEMENT \\ i ARxAs�os,$52 s F. 2sa0r EASEMENT !f x ea+oe zSW AREA-K7,B05 S.F. AREA=If.tt]s AC. I r F.-3r7.7r EDWARO a IMS MOGETRICK &! R� zelAnpW \ \ 5 UDOK02M PAGE 22D g l S&L HOMWE ES LLC 8 5= N!F \ \\ I MAP 1049 LOT f8B I EE BOOK 14223 PAGE 282 CHARLOTTE HOPPING \ $ \• E MAP 1060 LOT 22-2 BOOK 14144 PAGE 240 \ R+7pav I I MhP IOS r GTE, \\ Lrtaav \\ LIto E CONSTRUCTION a�aaeli• 9 � Ls�` !1 &GRADING "+7 EASEMENT �Q SEE REFERENCE KAN f lO ME m PAUL a BANE RABBITT + ILF RDDK gam, 1888 PAGE 188 R$ HOMES LEDAP M 10.1E LOY Ifw f 90o1C'Ho PAGE 282 MAP IOSD Lot 22.1 I E I an a sa' 120' f a JN'srsrw i N15 s se•z1Yrw Ns<wee•w N7e•sr'a'w N J�lo. SCALE:4"=80' max mlo' �1, IflBT l DEFINITIVE P.R.D. �.� I awn1• �,"%- � SUBDIVISION FLAN - x Nri lg LOTTING � + — COONELIUSDONUYAN OF c THOMAS&CATHEWNE r BOOKWl PAGE I MAP I=LOT43 I9 FIWELLINGTON WO©DWOODS" OONOYAY SHEET BOOED 3651 PAGE 110 IN OPEN MAP IOSC LOT 32 'APPRa4E0 UNDER TSIESUBDiMsIDN i PRoFEssio1NL LAID PROEESSIUNAL NORTH ANDOVER,MA. TOWN OF NORTHAI4DOVER APPROVED APPUCATTOJNFLE0 CONTROL LAW UPON CONrnoNS' SURVEYOR ENGINEER SPACE OFFICE OF THE TOWN CLERK SUBJECT TO COVENAIJT, CONDITIONS SET FORT)I IWA FINAL PLAN FlLEO """ t3�e RECORD CORTONFPAULbSHAW APPLTCAFN:A'TI WASHINGTONST STREET CO.AND. 1 THIS IS TO LERTIFYTHATON — M.CHAEL OWTiERS: 824 C;OJOYCEBRAOSHANf 277WASHNDMANSTrtEET I MCEIVEU FROM THE NORTH ANUOVER COVENAW EXECUTED HFARINtl DATE — T, r. S2d S01(FGRD STREET GROVELAND MA.6193/ DATE'W3N5 1� PLFNNfNG BOARD CERTIFICATION OF ITS -- SEW NORTH ANOOVER,M0..41645 APPROVAL OF TNIS PLAN AND THAT BY: �� PLAN R{OVEO N,13191 i DURwcTTtEI20)HAVEEIJn'DAYSNaT DATEG: � --- I!- PROFESSIONAL ENGINEERS B LAND SURVEYORS FOLLOWIND IIfAVE RECFJ'IED NONOTICE V 'n O A1JY APPEAL FROM Sob bEC351011. A1JD YU 8E RECORDED t- I {IND ToTH BOARD Of HEALTH ------- DAT>~ _ _ �'�� _�� 1 CHRISTfAAISEN& SERGI�INC. APPROVAL NORTH ANDOVER PLANNING ROFRO _ / IW SiAWER STREET,HAVERHiLL,IAASSACHUSETTS D1830 SKET.3OF 14 WC I J.SERGI PHILIP O.CHRISTIANSEN _. -__..__/�. VMYYCSI FNCR COM TEL 97JL173-0310 FAX W"72-3960 OM.N0.14030001.018 CLERK DATE r { ! 1 , 1 \ 9 r `kr`n t' S+\� \,tihl vrr--`_1\_'_'�^-_--____1^,-_-' +\l y� \\ 4� '•\�� 1 _ \ r , •y'� +`tl'fl �v`4�.4-. I/ � �^ `L^' �4��k '�.f l�� , -� i `�� _ �, WETLAND LINE AS APPROVED BYANDAD FILEO WITH THE NORTH ANDOVER CONSERVATION COMMISSIONOF 1 � �''J _ ♦ , v� ♦ }-x,^'--`-- , aI I'4• \`tip-----_�_'•�� `\---------_- _ . _'_---,`♦ --- -- 43 .; --h`�;I ;a' `�`.~�-` ` `. � , I !� — ,�� ; I I I r 1, ��� ' _�`,`�\`�+ =/—•arm r � t � I �.. r f rs ✓' I �s+ ��.- `�. 5 ' ''l J �!__ r- $ "T•••;'w�.,'�\1,+}+,,t` I lS • F i ; II I i 5 r 1 J^'Ilsr 'rnr\I+'till`l`i;-.....+ i I i `\ Y r� , ..r, - •,r —•.I v/, r'�:f�'\,� ,~`-} \+\\ - f''/$• r 1 � I r I I I+i!I r-N r \__ ' );�\`:--,\ r 1 I 'I \' + 1 / 1•P 4 t!.s '. 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T`� 'i1 1l`, i �,\; },t, `� \\' 1•+ /� vli +I J 4 y J I 1 PROFESSIONAL t�/'j` `. \ \l X + i i r "__-.' i ENGINEER ' a �-rn � •J�;. � t j� ++\,` /1 ,I �, \ } .•�, 4' } , � �� � Ix-�``�` � ! s OATE:JUNE 23,20IS -4,- -] ,[' •~_'-a.is�I_�f `,�'; �'� `l f `+;�\\/ j j tL \ 3 \ `' 1t +♦\ +`I I ! r `, \ t1i' RCI:8410115 `` � -•��`! ../1_,� .Y•'c y � tn+r(1 \, `\�~'_i I r"` .\. 'f _ ,` y � I i j Jr "�`\`` SHEETi OF 14 \ SEN STN �� r`.p' 1 , \ \ •\\ tt l I ,l+€ i ♦ PHILIP 0.CRI N FEMA 100 YR FLOOD LIAdiT \ , ,t .tom I 1 --wr _ ` '1-� `�[[\\ DWG.NO.I40.16614 _1�, / 4� 1 \ : `}`'`}= \a` `` k!, DEFINITIVE PR Al D PLAN S I,� ^i � �+�'a*4 t+, + `+ �_- _ FOR WELL,INGTON WOODS EN Now IN NORTH ANDOVER, MASS. RfiCORO L10RTON FAAIILYTR113T APpLiCAHT:MESSINAUEV.EITI NT _ WMERS: OOJOYCEBRADSHAIT 277 W/SHINGTON 9TRE£T ,O'~~d- ,iy J 024 RO%FORD STREET 6ROYEi AN8 MA01834.fF / 'r f , ' NORTH ANOOVER,MA01845 PLAN PROFESSIONAL ENGINEERS 8 LAND SURVEYORS [1 7� CHRISTIANSEN &SERGI, INC. 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OWNERS aoJoYCEBRAOSHAW 277WASHINGTONSTREET 624 BO%FORO STREET GROVEtAHO MA01834 SHEET 8OF 14 r $ta SLpjMER STREET.HAVERHILL,MASSACHJSETT301830 NORYH AIf170VFR MA 01045 s'Nh'7.CSFEr:cP.SOM TEL 978-1114110 FAX 974-3T2.)980 OWO.NO.14.036.014 I E i i 1 � i t 1 I i I i PV7 STA=8+22.78 PVIELL-D 155 ow 158 K-33 1333 —pVJ STA -4- � 500. 0'VC 1 r (STING LEFT GI E 152 f 152 I 3A6 OFOEE E 148- ,. U i 144 144 AO.= .9T71 are V T 140 it 149 Exi Ntl RIG LTG sT°r" t I is Exs 6'46C ERUN GRADE LOTSN 4F3iT Ste. �. 810..w E1EV:in L L4T1 I.IVEAT LATi VfRT is STh 61 FI fY.t!3 138 �j / / 9TA41! T W A9 / A .189,00 EM 128 ---�-- -- STA3 DOFFS 1YL,R STA 3 38 I!!57 EY 132.40 � Ru1 E =116.69 1 3 124 .,-j.' INV OUT-1 .83 3. s• ! I2'FEHOPEFIY£ z3 i STA 1+8 OfFSE 5Tl sTA4+09,110 FT INV FL= 2200 1 INVEL=110.06 , FE 12Q Al+T7 STA'+7 OFFS 55' E N=f2264 IN4 EL OUT=i1244 STA'* OFFS R ' 118 6RATe UL-127.1 ! SNV EL=122.75 €E STA 1.71 OFFSET 14R GRATE EL 12800 S 1+67o SET 11 L. ! CRk 1NV EL=k22A 28,7 112 STA 0+02,6,26 FT I EL=1 .64 f GRATE EL=121.00 i ➢A-W ELEV INV EL=111.00 PROFESSIONAL M 6 n '6 ENGINEER !l000. OF { 41W 5H)Q 0+00 T+00 fAYR FH 0+00 1-00 2400 3+� IY 205Y5 T l F�FO'H�L� PROFILE SCALE:NOR 1'=40' i VER V=4' j ®2016 CHAt5T1AN5EN 8 SEROI,INC. PRILIPG CHRISTIANSEN ti DEFINITIVE PRD PLAN FOR WELLINGTON WOODS R AY IN PROFILE 1 NORTH ANDOVER, MASS. RECORD GURTON FAMILYTRUST APPucANT:MESSINADEVELOPMENT �k OWNERS: CIO JCYCE BRADSHAW 777 WAsHINOTON STREET } 024 BOXFORD STREET GROVELANO MA04834 f NORTH ANDOVER.MA 01845 DATE JUN£23.2015 i REV:REV:8I1VY16 PROFESSIONAL ENGINEERS&tAND SURVEYORS CHRISTIANSEN &SERGI, INC. 160SUMMERSTREET,HAVERHILL.MASSACNIS5ETl'S 016T0 SHEET 9OF k4 WWVJ ASLENGR.COLS TEL W&V34310 FA%978T372-34'0' DWG_NO.14,D78014 € i i ,I I I I y ST 2 STA t+77,1l FT R 6 GRATE EL»128.30 i7MH? CB i fads ,�M CB 4 INV EL=122.64 STA 1+77 STA 0+02.5,26 h� ryp• STA 1+96,25 FT R RIM EL=128.72 GRATE 21.00 GRATE EL=127.15IN ROOF LEADER INV EL=122,75 INV EL OUT=12 122. I »117.00 1, INV EL =f22-44 I C 6 STA 50,11 FT R,L GRATE =136.90 I` \ \ CULVERT INV EL=1 .40 ` T CULVERT 5.02 SO4° 2'51 E R 475 0 ,< 13777 4'4 t F .00 0e Z60.00 r y y �` �t0°2238W s I 0 i. { &0.36' 2 ROOF LEADER N0q°52'51'^N R=625.0 F`-. ✓ + 04°52'51"E 127.98' x EF DF CB309,if0 FT LNSTA1+07,11FTL =117.00 4` m CULVERT �,� - ,�6$ p0 GRATE EL 128.73 I °�ti I INV EL=122.64 OMH 2 Op Z ,�'h•��o * ROOF LEADER STA 3+36 �L CULVERT RIM EL=136.69 SO4'5258"E D 9 `(y `� a`1' �`-•_ INV EL IN=131.53 Z7 F ! T 155.00' ,Z6�alN \ �` INV EL QUT=130.00 2 OP pp STA 1+86 57 FT L ' INV EL=122.01) - 12 F PE PI E a o STA 1+79,66 F[L Q INV EL-122.00 i A !� \` 89+g \ w ROADWAY { LAYOUT � O. O Rp}9F LEADER ,��A �° y N AND I PROFESSIONAL UTILITY oF /4 ENG7NfER � risvQ a,Halwe�+ DATE.JUNE21.7o1$ i av� k 1,°.,esss REV;6Ndil6 �. 9`� I ^� SHEET 10 OF PHI PG.CRRi6TIAN5EN D,yG,NO.14.036A11 ' DEFINITIVE PRD PLAN FOR WELLINGTON WOODS iN UTILITY PLAN NORTH ANDOVER, MASS. 30' 0 30' 60, �- RECORD GORTON FAWYTRUST APPLICANT,MESSINA DEVELOPMENT $GALE.1 3U, OWNERS: C7O3OYCESRADSHAW 2771YASHINGTONSTREET 624 N0%FORO STREET GRWELANo MA01834 NORTH M43DVM MAolds$ cslPROFESMNAL ENGtNEERS&LAND SURVEYORS CHRISTIANSEN & SERGI, INC, IEd EUM1hER STREET,NAVEHIIILL,},IA$SAF:HUSETTS 0IB36 WNN.C61-ENf'R CON TEL 275-313-0310 FAX 974-17 2-396 0 ICI. �I \ \ Erosion and Sedimentatton Coniro!Plan 4 \ A I \ v III{ l,>e EmswnOA "Seaenenlalpn Cmlyd Plan 11-SCP1 ppMe9 N9 dare'sµ 8rd kb Ger'Nadr+wkar \ �� + Non mfY brn and Bea,raaaeaenxra Pmnice.tnuP al m be wee e. w d �' 1 y \\\ \- \ - \ __ - Yz An wren I �r�=\\\ �� _ •. [[b,]M.cirantop-trdalrro9cA-•e ofermlmGrodYGllenSm4rbanarGalnemlrcrvr%.,a�v -\ ---\� -. 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I I PROFESSIONAL PLAN outlet np<eP an all Ea claCad immaa;alNy uPP^,NF.swbdun Yi me eseoealed p'p&Areee In 5}� a a W , «dn„ �� r: s \ ENGENEFA dte v1 Jnat M a+Ha:ts sh.Ul be¢bMIDod y,M vageffiLnn a3 gem e3 fmN waF^q b m+np'ebd. ` \k+ \� a a . N 120' I 1 SnbUfS,,kj of Surhaen `}_ \ /,T�N9f qe Saal>aaa:ia+or rvdares shaltM�nop..-Pw _ \ \� a W + SCfsLE:1°=80' r / 1 slang abnof eudaceamdu'dar,0 paument of gareaunL des rap,bwk r,+,lar aria nm \\\Vs \S 44 \�' \~+ a 'Al] I '. I r g Pxa�0. �, OATE:JUNE 12,2415 e.uu.h-lW.o-elated r.,racm- \k�� / \\ •A\rses a �K' I� .l �iY' _ _ I I f os,nsTwr=E'+ "� UhonUe wmpfetun ofamhud'nn.ad.0....Mll bo sle 41M ewes ff wd Alle9D -1 \ \\ N \ s f - MalmeAdwawnskvuionelblawilrawame&dc4.wbama-In m raaukRoya+a4eaLw lOp,\ 1 11 1 1 J s \ \\\ \ a . J I \ r c''� RE1h.&fiNlS I men5adey9. .. r•'a. I ! 9e9aa f I I4� l:a V gaU4H never sluilha¢lWNlshed duhvy db pmpeSgOAa[Reeaagn aM al:duN Ge 1 f 1^f �! Jr \P\\\\ \ ?`T' \\�♦ elmanrad by e®ladrya,rcenl fv Pmwet pfl,rwbttaa and rrosbae SQL ��'n r7 S \ N4 • /rJ I .I. r48k ��\ �r `�,ra L swfams mat ins d¢hebed byerdsmn Prorasee;.anaatam ar btwnaaV[b9n afial b0 �.� '� \ \ • a « AM1Ii N I� Y ''.L`.- i �qCF-��`\\ / 1 .able edas on aapoaaroa.hno®sewYaxean3odYri /f/'��& +c�'-124 A. a tw F a 1 1 1 u,/ \ YI t s �� JJ(--,�� r� p / SHEET If OF14 I4aY'malfihr9 of gees e::,aaces Ya rooen:merded,eePodYlyNyeadrgof da eraaecab `' '/fJ`� EET�`\\ \ \ 1 a HAI, DhNIJr r •I J', ` 1 / pH LI O GFIRISTIAN LN p\yG.N0.14.43&014 I r�bea Yulaida MenmAu,-•awmp sateen. BCt--\ \\ \ I er me..nda+anxeri are raw*merdee rdrelaaw s�Ypaa rs•e•'-u rnan z,l � f 1 i %. '�5.� \ r tAal' `�. ° 1 \\ \\ r Y DEFINITIVE PRD PLAN ' Raetaratlonof BNPa ° 5 lFOR sad-¢na Wu[vrm.^.ecbb at lha Nzh dams Shan nO remY.'ed m:a aruuvam Neemgla'L«, Y �-\ { \ �r N 41 ♦ _ \ '( galrryrlalm at die Mreuln ir.`abafcn perd..1P,/P and 6P Shai ba rvra-rad ��`-/ 1 r 4 I a1R' 14 \ i BC smm,aryaan Hal uvaaa.saQeme9,.rnce otrrxksveYc.e vnsaaa,an ha remz,«:a aaa rag t ( „1 '�+s ' :9} { r by \\\ ♦\ , - sexamd-o9ewaarreP,,cads.n¢ces,arym:rnt•+us*p9re-.xnfaa+s ��_ \_ r� s � s .,•: , k� � WELLINGTON WOODS N } OVEN`S ACE PA NORTH ANDOVER, MASS. / ONb 6R -f2.r - / V' ' ! alit. t0.''r \ \ F ` kY CONSTft Tiou ��7 J 28 RECORD oORTON FAM:LITRLI57 APPLICAFtf:MESSFNA OEVELOpN1E,lT i \ OWNERS: PJo JOYCE R1t4fis W 277 WASH{NGTON STREET 1 -- -120 ¢ 1 \ OROVELANO MA01434 1 A4 \ 1 f / B24NO THAN RO STREET r3>'4=\ � `�? "742` `/_ f ,s NORTH ANaOVER.MA01&15 ' i PROFESSIONAL ENGINEERS&LAND SURVEYORS f 2 � Q S1 CHRISTIANSEN &SERGI,INC. ° aaAl +� J/''' L� c x _t �.-� r-J,_� -9t1 - Sfi0 SUMMERSTREEY,FIAVEAMLL,MASSACNU 10-37-*50 e Ar«Y `�y WVAV,CSLENGI-COM TEL 978-3734110 FAX 970-�7Z 1-1 A`Th ?.' `T •-r_.... 1 Y. - - S 2OI6 CHRISTIANSEN d SERGI.INC. I i 'I {ArC+€g4 NFM &GRATE 0 NEET rONx 9SAHOARas I I STANDARDS FOR MATERIALS&CONSTRUCTION METHODS; ELW TERMAIN gcup;aBox I "� e• :,, s• €..•,_ N•SgBARE I PAVEDg 11) 1. THE MATERIALS&INSTALUK)N ALL T OF L WATER MAIN A SERVICE COMPO SHALL htMT AMEMCAN tltltl Q �, 6 E WATER WORKSASSOCIATTON(AWWA)STANDARDS&THE REQUIRLMENTS OF THE NORTH ANDOVER BEE NOT WOO PJVTI. PAVEMENT AS REQUIRED --4'LOANS&SEED WATER DEPARTMENT. - GRAVEL ROAD I ALTERNATE TOP SLAB '\ 2 µL PRECAST CONCRETE MANT40LES6 CATCH BASINS SHALL CONFORM TO THE IATE9TAMER!CAN x ssq i SOCIETY FOR TESTING&MATERIALS(ASSM)SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE I it ` SUITABLE GRANULArt MATERIAL s _ �' SECTIONS&THE REQUIREMENTS OF THE NORTH ANDOVER DEPARTMENT OF PUBLIC WOW - T1iOROUGHLYCOMPACTEDIN L 3Q ITIJFTSTO9s%OFAASHTC` 3, THE MATERIALS,INSTALLATION.&TESTING OF ALL SEWER MAINS,SERVICES,&MANHOLES SHALL MEET �S � scE NOrtJ 1 T-99 MAXIMUM DENSITY 4; L THEAPPUCARLE ASTM SPECIFICATIONS&THE REQUIREMENTS OF THE NORTH ANDOVER DEPARTMENT I + < OFPUBUCWORKS- LURR DtIx 4. +a'aIA wR ovltr_1 I AT 4. ALL WORK SHALL COPIFORM TO THE 5PFCIF!CATIONS OF DIE t TOWN OF ANDOVER AS FOR PVC.SUITABLE BACKFTLi PTREMATEWALSOTH €X ER FORTH APPENDICES I- ,INCLUSIVE,OF THE NORTH ANOOVER SUBDIVISION RULES&REGULATIONS THAN , 3 sHOur er oNr PM7sr DlA ,o•wa H '( INJEAr vAn,Es , S CUSHION HAND 5. SEE SPECIFIC DETAILS FOR ADDITIONAL STANDARDS A REQUIRFMMENTS. �I I PLACED AND COMPACTED - MATERIAL MAY BE USED a. MIo-6fAMETER OF PIPE TOO 12'12' CORPORATION ABOVE TOP OF PIPE CURB STOP I GOOSFI€ELKGENU GappER SERVICE FOR COMPACTED SCHEENED �, ' CONNECT€CN To HOUSE O €6PAYELpAOIEO ' .='i TYPE K COPPER FOR GRAVEL(95%OF AASHVO .,.. I (T y T-99 MAXIMUM DENS RYT /- ",4' '•:•F��"• SEIYVIGE COHNEC710N �+( SHEETING AS REQUIRED J tY CAUPAC1Eu BRICK SUPPORT suaOPA°e } SDPY � I TYP{CALTRENCFI RESPONSIBILITY OFTHE WATER OEPT RESPONSISILNYOFTHENOMEOWNER ""•�' - 7 H:„ '.: M NOT TO SCALE WATERMAIN .'.y GENERAL NOTES 1. SURFALETREATMENT OF UTILITY TRENCH FOR INSTALLATION OF UTILITIES WATER SERVICE CONNECTION IN RIGHT OF WAY L-uLSEcnONssrLIU RE R€sr,MtFo 1 owArs FOR NSJn I AFTER PLACEMENT OF BITUMINOUS CONCRETEPAVEA1E)Ff WITH NOT TO SCN.H CATCH MM FK-r A LCUWHO. INA ` , 10 M."10"BTM Os I S€BUFVIS!ONORIN AN EXISTING ROADWAY SHALL BE AS FOLLOWS: \ �. 2 PAOYIOEY BHOU:OUIS Fog PM£a Avmrr7MAx.aeerwrcE roaursme B. A TEMPORARY 8rFUMINOU5 CONCRETE PAVEMENT PATCH SHALL BE CONSTRUCTED OVER THE BACKFELLEOTRENCH,THE TEMPORARY tltl tlQtl aPIPE.NORTAR AL.LIHRE PATCH SHALL RE 3 INCHES OF BINDER COURSE MATEF➢AL AT A MINIMUM' 2'MIN.CALIPER oEC-VIGH �" GARDEN HOSE coHHEcr�r+s BUT SHALL MATCH THE EXISTING PAVEMENT THICKNESS. TREE,AT LEAST 8-10'HIGH PVMPFR CDMi13•'HON a-JOINTS e h. AFTERAPERIOD OF ONE YEAR TO ALLOW FOR SETTLEME14T OF THE WRAPPED GUY IES$20'TYYISTEP ra•ANsrANar.Tw s�11DNs s1luJ.eEnREFORUEo au1YL FADES ROTA � OILY WIRES€20'APARY UTILITY TRENCH,THE TE,y1PORARY PATCH STALL BE REMOVED ANDA AROUND TREE NOTE NrDRuire SHAD OPae LeFr +.arulBAs,N FFAME ANG ORAre V11YF4 S1VLLL OPEN R,GHr mjusl E6ET 03 FVLLJhO Ay 8E0. CONSTRUCT FULLbLPTH PAVEMENT PATCH SHALL THEN BE 24'x 2'.2'STAKE DR€VEN �1C ADJUST rO r+twE rArruAY BR:CKANO CONSTRUCTED. FLUSH WITH FINISH GPADE BURLAP TO BE REMOVED Yu+rt BOK Ia. I FRu51¢o cRAOF uORTAR(e aluCHCWRaFsrnICALLY.S 2. EXISTING PAVEMENT SHALL BE SAWCUT ON BOTH SIDES OF THE TRENCH 4- ALTERNATE ECCENTRIC CONE SECTION eRwx c«>R-'ems uum.euu!,Huue um PRIOR TO CONSTRUCTIONOF TIIETEMPCRARY ANUPERMAHFNT MULCH - _ ,r cR.AlslouE>:r Tovm sTumums PATCHES. = aACxFaL 3, ALLUTILJMY TRENCH WORK INSOXFORD STREET SHALL COMPLY WITH - `-`Y«•.e CATCH BASIN DETAIL THE HOLE FOR TIE ROOT NORTH ANDOVER D.P.W.STANDARDS. - -- s`+• a § NOT T05CALE I BALL SHALL BE A MINIMUM OF °•xa• T 5'IN DWALTER AND T DEEP 4 REOULm MTE VN4E i' M.,j a T B,"3 i BACKE LL WITH 1r2 C.Y.OF TOPSOIL V OIA.MPE Mnr aeAJ:�ND S sa MULCHFO WITH A'OF WOOD CHIPS. 6' FT.,vDi Nor RLocK i FULL-DEPTH PAVEMENT PATCH REQU!RE7A4FNT5 ' SURFACECOURSE: I.V2'OF CLASS i BITUMINOUS CONCRETE "REM~PLANTING i.?ETAIL. A`I"Y cRusl�FnsraNE lM41 � TYPE Ft TOP COURSE MATERIAL Inca Yu} 1 ®•cLa • OVER NOT TO SCALE N'41ER Awn F CUI 18'A e• ClA5aC CFN-CONC BASE COURSE 4.OF CLASS 1 BITUMINOUS CONCRETE B sF TYPE 1-1➢INDER COURSE MATERIAL TREE PLAWDRO NOTES: ,I 1. RL SmU TAF SIIALtK PMwrleo a SIDeOF TIT Srn HtOHTa-WAY.OPTarnixY HYDRANT CONNECTIONI7ETAEL i.01 PELT FROM rir RI'JNTATAAAYLL�3 L THE Oli^tA�ENART.Y.ALLBE AIANIOA:6A OF}5'OII CW3 Amo KmAx 'JMOF570N{ENTER NOT To SCALE 1 1 MLTREESYOBEFWl1EO SHALL HAV AMIllV t 1€"GFB•tO�A. BEOFATLEASr I II I•I�i'IHG•UPFR ME13WtERATAhFJGR4oF1'P3tOHTHE OPMPUI ADIIII i, 1hE BFFJ:IESAW VA1 uTfCFT1E1nEE9 TO BEMME05HW.6E5FiECrtONOMPR0VE6 0MIN. ! 6Y litE BININ4i3 agAAO Ah01HE aiaEeiaRDF RIEIIOAYORP.9TIPFEwAAI]E}F. .� _ 1 SURFACE COURSE 1.f72'CLASS If BIT.CONC.TYPE 1-1 TOP COUR3E PJlA7 i I 1 s ASI TREES SHALL SE P1 Na1F.0Ix Ct1E+SRlFflnlaFAtIRG VARPOTi0.'L.MULCVi11WttH Sl Tom l+]INCNEs oPal�sA*O SIMUL as<PRaPF�uY wlUrPmulocilrTn wA Mw.Hl�n ra SASE COURSE VCLASS I BIT.COMO.TYPEFI BINDER COURSE PVMT I FILSMAETlEVi 91PW IAL 4'DE113E GRADED CRUSNEOSTONE EX45TB4G 10' h FJBSTU46 _ 12'GRAVEL SORROW TYPE GROUND -MIN. PgA71261E7LT- I ! 9I�� TABLE OF DIMENSIONS ' ; A Vv j BERO9 O C 6 C F BE40.4 0 C O E F COMYACTEf75lSBGRAOE 1., r lLlry d' u• Ar tr Ir c sr c• M• rr a• u• 2•TOS•TOA MINIMUM I I f0' '219a 1 ,ss I - 5lz3 as T U,w :r tr a- So dR ar ROADWAY PAVEMENT SECTION INSERT DEPTH Of Sr MN MUM T II�IN' W tr e• w 1r a+• NOT Ta SCALE 7�7 1 7 +44.0a e• unrr 4r 1r d• 45� SS• 4w T r 1 +rr III, s +r +- � ROADWAY CONSTRUCTION NOTES: € tr xtTT4' 4s• 26' 1r eat aP B2' .. BENDS E 1.GRAVEL SUB BASE: PROFESSIONAL , AFTER THE ROADWAY SUBGRADE HAS BEEN FINE OWED TO AN ELEVATION TWENTY-ONE(21)INCHES BELOW THE ENGINEER I FWISR£O GRADE AND APPROVED.TWELVE(72)IkCHE30F GRAVEL SUB RASE TER SHA1f.BE SPREAD AND CRUSHED STONE CONSTRUCTION ENTRANCE f D Fi�A,pj O a(qs A ROLTEa WITHGRADE AN ER OF SUFFICIENT TWELVE WE(12)I T6 COMPAC GRAVEL SUB B S E(95)PERCENT PROCTOR DENSITY. GRAVEL SHALL BE INCONFORMITY WITH THE CURRENT M"D STANDARD SPECIFICATIONS AND SHALL CONSIST OF /� P€rUp a. HARD,DUAABL-STONE AND COARSE SAND PRACTICALLY FREE FROM LOAM AND CLAY,UNIFORMLY GRADED AND CRUSHED STONE ENTRANCES SHALL BE INSTALLED AND MAINTAINED AT THE Irk CNR`ryMSFTI N M:wsruRDEa CONIAINIHO NO STONE HAVING A DIMENSION GREATER THAN THREE(3)INCHES.THE GRAVEL SHALL BE SPRE INAD BOXFORO STREET PROJECT ENTRANCE TO PREVENT THE TRACKING OR sO+L TWO SIX-INCH(8')LAYERS,EACK THOROUGHLY COMPACTED TO 95%PROCTOR DENSITY AND TRUE TOLINEAND FLOWING OF SEDIMENT ONTO ADJACENT ROADWAYS.THECRUSHEDSTONE y lu z9a°' f PLAN SECTION 1-I GRADE ENTRANCE SHALL BE INSTALLED ATTHE BEGINNING OF CONSTRUCTION AND \� '7fClSRAtoR„ ` _ SHALL BEMAINTMNEOUNTIL THE DENSE GRADED CRUSHED STONE Sfa L INTERSECTION GRADING TABLE OF DIMENSIONS THE GRAVEL SHALL CONFORM TO THE FDLLOWIN3 GRADATION REQUIREMENTS ROADWAY RASE IS WSTAILED. SCALE 1"=2Q' rEEs N I I 1FE$ SIEVE PERCENT PASSING 6464C it 1A' le' tY.Irx B• tr N• 24• 14' atHCHES 100% 02015 CHRISTIANSEN A SERGI,INC. PHEL 6.CHRiSRANSEN I s.a•.a• Ir4lrea• 2A• 1121NCH 66%-BS% } e.w.e• er Ir.1r.1r >b' x' 3l8 NCI; �I% NO 4 DEFINITIVE PRD PLAN , +696-80% I c TEES NO.HI 30%-('.0°'i CONSTRUCTION N ' . ND.40 89L.35% FOR CONS 1 f�4�a I I01`{ NO,200 B%-5% WELLINGTON WOODS _ IF THE SITE CONTAINS INS€TU 13RAVEL MATERIALTRAT CONFORMS TOTHE CURRENT MUD STANDARD SPECIFICATIONS DETAILS H J ANO THE ABOVE GRADATION,DMAY BE USED AS A BASE MATERIAL IN SLOPED GRANITE , ' VERIICALGRAIHF z.CRUSHED sroNE SUBBASE. NORTH ANDOVER, MASS. i EDGING CURB OR CURB BILET un 41usa� A 4 INCH SUB BA3£COURSE OF DENSE GRADEDCRUSHEO STONE SHALL BE PLACED AND COMPACTED ON PIE c RANITE COflB Sol, COMPLETED GRAVEL SUBBASE COURSE.DENSE GRADED CRUSHED STONE MATERIAL AND CONSTRUCTION SHALL i TRAIiiTTI:'•N PIECE PiN4 5ECTIOk 2.2 CONFORM 70 THE REQUIREMENTS OF NIE CURRENTMHD STANDARD SPECIFiCAT30NS.SEC[ION 402 IAiACI1:NF CNT) E r:OlES !-PAVEMENT: RECORD GORTONFAMILYTRUST APPLICANT:MESSINADEVELOPMENT i :PRE DS NL 4 FORTAPFI'•O;LEFrFS.GGJ10 E.V0.5,uATEVAL�1:5. T,IE pgy�JFryT SI80.l.L DE CLASS i,TYPE I-1 BITUMINOUS CONCRETE CONFORMING TO THECURREH r MILD ETANOARD OWNERS', CTO JOYCE 6RADSHAW 272 WASHINDTON STREET ! et•n VEBI'cu CC,cs,E.MI:IV.As PECu•nEB Fa€rEEsl svliO ICATIO!19.DIE PAVEMENT SHALL CONSIST OF A INCH BASE COURSE AND A 1!S INCH TOP COURSE.THE BASE NO MAND D STREET GAOVELAND MAO1074 GRANITE CURB TRANSITION PIECE DETAIL FRIr.+Exm a rF AT. rr�aeel,n3A uu+:fVulu COURSE SHALL BE BASE COURSE MATERIAL PLACED IN ONE COURSE OR TWO 2 INC HBINO£RCOURSEMATERIAL kORTHANLIOVER,MA01B45 DAYE-JUNE27,2015 =.r-[I�R`c!E?PUT':Or BE Rif Px�5r:5r c'sF FF-ovh clTinm COURSES PLACETIIN ACOHTITIL'OUS OPEILL71O.4 TO PRODUCE WE REQUIRED+INCH IHICKNESS REFC€lE A11Y RED:W10115 N-JT TO 5CALF. II r•A.'AEIE sExu3E Sv,1cs-'t 1 VEH,CL'LARTRAFFIC OR CONSTRUCTION EOUIP+AEHTIS PFRL!!TTEU ON THE NLY!PAVEMENT.THE TOP COURSE SHALL BETOP COMIRSE MATERIAL PLACED IN ONE COURSE.THE TOP COURSE SHALL NOT BE PLACED UNTI€ALL BORDWO AND PROFESSIONAL ENC31NEERS&LAND SURVEYORS VER T�rAL t.aAITI FE I:CP�IPILET 9IVITH CU.IO IRPTi]lH41I EECT10r15 OTHER CONSTRUCTION WITHIN THE SITE HAS BEEN COMPLETED,UNLESS OTHFRNISF APPROVED BY THE PLANNING p ^ INC.:a'IAL.K.;n�1;'.ATE r,I THE KA"€:17F AlI CATL H dY5 N S CONCRETE THRUST BLOCK DETA€L BOARD IT IE BASE COURSE SHALL BE TACK COATED WITH AS,I ASPHALT EMULSION AT THE RATE OF U05<}ALLONS csl CHRISTIANSEN aI SERGI, C ryOT 705CALE PERSOUAREYARO;%i?OEO!ATELYREF°REPLACEMEt4TOFTOPCCI)RSEAtArER[AL 100SUMMERSTREET,HAVERHILL.MASSACHUSE"S 018M SHEET 12 OF 14 WVAV CSFENGR.COM TEL 9NI}373-03€0 FAX 9711172-3980 pWG.N0.140300t8 1 :x SL9PE_ 3NSTALLATION MIN. J (RECO,IuE oro FOR SLOPES 01 ITR D 11 3:1) ( MRYrJ+xS45EEtl AS I.V r�{ 5irE Y�dF 7 B \ At17ReA.v vFnrE rAAa ' � 4 3LSL°�,� !"3faTOslrzINCH•�'•i.•: Ix'RaN- €das<eYf ++ � � 1 _ STONE '� ♦ i,'♦Q� ! \\ tt� )Ct111-4 r• G'�'l f,_ F :;fir ir:;.rr,,, :p. If,,rr,.,� ,It r"(. \--, I 1 ` _. ° '. ` SO J { F.IIS II 6'F1i N, id B PLAN F p LAN F4 OS s+z I SEDIMENT FOREBAY BERM DETAIL A, r' NOT TO SCALE �, S EkllnA'uRAOF ° e i 2 Iv+w+o o ELIs cI+AOE 14 ;:., Area W6e PlNada3 + Area tole Pla�cled WgkPlpa - r0 rE® - , Hr MO{L REFER 70 GDIFRFL STAPLE PATTERN GUIDE FOR CORRECT P.w1C� 14 4 , r• s0Y STOLE PARFAIT RFCOMUDIRLT1015 FOR SLOPE LJSTA1lAD0lF -- v >1b{1$Y ;f- s ~- - T� 601E )��%Wij HPI LourY W spa w w ca eo tro Iva "'o�m a m ro fw i� � 1.PREPFRE SOIL BETORE IHSTxLLN3 8LA4KLTS,iHCLUo'Ilr pPYl1GRPN Of E PTR3nfLER, I i 74 PROFILE PROFILE , AID [OIN5YF,tNEPHWmIUPHAWR SIDE DOWN. DO NOT SFID PRERARm ME CGL-O-SEED WAArea she—RL­, 'Iy�81 INJR I••M 11VR I'=SO XER I. •Z bFR I'•r P.SOON AT THE sop OF THE SLOPE Sf ANLDomw mE ULA KET IN V DEW X s'AIDE TRENCH. 1lAEXmi AND CoNPACT THE IHTNOH AFTER SNPUNO. FIV1}Px slltg loln' FIlUBxJ�S�L50N%"'$04�ion LOT 4 LOT 5 ; a.ROLL THE BE AKETS(A)ROTOR OR(B)HORIZONTALLY ACROSS TIIC SLOPE ty/II ki 4.18F EDGES OF PARALE0.RkIJ1xLT5 MUST BE STAPLED%TH WPROxiWTMy 1.OtiER[AP. SEDIMENTATION CONTROL DETAIL 2 GRASS INFILTRATION BASINS DG 1 5.MNfri HUNxET$4IU57 HE SPutED DOWN THE SLOPF.PLACE SUNKEIS O!R EVER tNo I1L011; 1" N'!IH MPRO51 11,LY 4-OYERIPP.STAPLE THROUGH AERIAPPEO MCA.APPR0'A�WTELY IIWPS I 12' PAT. I.Atl mb'a4r lomlFahen$LPeU]alluu. . CUL-DE-SAC GRACING � 3.sa �a aart. .ryA9)g9Lx'sI�A9 1]r�Br3ladfllgl"b r1Y}(IEM. SCALE r=SO' 4,CpnpnLnlY.bFAI n t»deEeis2d ascna,ndclarl�IM W N4 Fnl+an'ami Main. i I J: 57RAW PALE r,Q'MAX. II ��'=�i R RERAR FOR BAO FOAM EMOYAt FROM INLET /!I (HLRSR NOT aIOLVOm) p ANTHPRS Z.a, O 1DE EAS PLe ROLE) _ r 10'4YIAE d GRAINAGE EASErAENC ' ? ) OPTIONAL OVERFLOW DRAINAGE EASEMFIdT 6V STREET(RGRASS SWALE O.W,}WIDTH GRASS ' .j'+)' dY Q K ¢ SIL7SACK fA BOTTOM S BOTTOM HOULDER g4'°(TYP.)ULD R SLOE SLOPE 3'(+ 3 SIDE SLOPE VARIES 1 PLAN qr� VARIES SIDE SLOPE 3'(rw.) SIDE SLOPE 4'(T'M.) 24'a9•PAVI-METfTWIDTH ANCHOR (DREB/J!DOOIH0.UOF9) Y,„• a•(rvP.! a•(rYP.I CI_ 8'(rrP.} B'(TYP.f 3 STRAW af+r � 3 1�, ROw. .i /. IRIET 1. I _ J I } I) ti---3.o01L 3.069f.—� EXISTING t„I!'Li FxISTING 4 Dfpns 4 _ DEPTH !f�.-- GROUND IIACY.HIL {! GRCIIND - —'+ I� II - =2' - SEEINSERT ' MIN. 3 r [ y.4 4' °O EUMf SECTION A GASa TELIT] £x15TTNG G B'MIN. O °ABLE M d SOD GROUND EXISTIN ! PROTECTION DETAIL•I LOAM dS I.,I GROUND V00 � WATER 4'LOA CATCH BASIN INLETMB.os.o Msnao NOT TO SCALE ( ! 7rorEs; IN, \� TYPICAL ROADWAY CROSS-SECTION 1, rNYEOIATELY AflfR ME lNSrA1LATlPf1 Or ANY CAILH RMUN OR STORM k $TAXro STRAW a NOT TO SCALE f RILES$HALL RF SET AROUND HEY MET ro PAEYEM SEDIMENT rROW ENITAINR MI } oRA/NAQE SYSrCM PRIOR TO PAVII 7. IRE SwME&MM UMO AREA AAQUNQ ME INLET SHOULD HE RGAri ny MT(LESS REIN 2X 1.SILTSACKOR EOUrVALENT PRODUCTTV BE USED SLOPE)AND or LOGLYEo SVCN THAT NEE ACCUMWATER S£oIMEWT r.Ao RE EASRY AEL/OVm. E I ME INSIM EDGE or INC AtaS SMa RE A F44pMUN of Y FlfT TRAY Mr EDGE D!'Mr CATCH BASIN INLET PROTECTION DETAIL 2 ` INLET. DA I•X I'SNXFF:AMP SMU AF LpNR 1, radud RS SHAIi RC Ar aA 571.5 TO 24S, A'PULH TO FxFENP AT LEAST 1.$TO R.Q IFFY IN70 WE CROVND TYHM ME TQP LS rLUSN 110T TO SCALE I WIM Dif AALF. FLOW IH FSTFRFom A ! l i i l l l l l l t I A WOSE TO fYEOOMI I I I r l I ��LIP I I II I 02075 CHRt5T1ANSEN 65£RGk,INC , SILT tz•-1a• - al : I SOIL `FENCE �.� •I I .I _ POLSP P}SCHARCF ;ill IS\ - IV (TYP.) I 12'14.ON ! �e t'y11 �: - E (� 3TOCRI',LE (Ty, I pEHEOftATE ,__�= 4, ; , , ; -_ ��,k,-, _- DEFINITIVE PRD PLAN �II OFEPWE CONSTRUCTION WELLINGTON WOODS DETAILS fl A E1AEGROUhOSURF I !-IRCR SHOO "" '� K ' :t:5 - NORTH ANDIOVER,MASS. IJ STGlE �A nwala -4 } 1 -- G TEMPORARY SOIL STOCKPILE " PRENGINEERAL 1Y Urt "T Y osfi'n+lGE-- 1 I L ,I ', ENGINEER ` KOT TO SCALE T II I,,,�r �1= t _. _ I it Ell AOGRFLi41E UNOER7AY,LfElTT I I 1 1 I I �AO�Arj,c RECORD GORTON FAMH.YTRSyST APPLICANT:1,iESSINA D-cVE'LOPMENT I NOTFS' DEWATERING SUMP DETAIL rod Tr•urn � O'hNERS. CIO LOYCEBRADSHAW GROVEL11tNGTONSTHEET 1 ^LI rL'NI-E rO E(TEND AROUpI)ENTIRE PERIMETER OFSTOCNI'ILE IF ON LEVEL GROUND SIDE VIEW TOP VIEW Ir q.asr{'.sE:s 'r d24 HOxFPR6 STREET GROVELAND IAAO€o14 • '.Ii IC'l<T";1,,fi•'11/,:,['•E;'AEl':V?G!fRT FORT'(1f11.'iTr?'�HE13 ti:i cLCrnE �v,lr:FftF I NORTH ANDOVER MAOIB45 GATE DUNE 23,70f5 { [ If iYIE !1S P'.E fS TOf M1WIF'JR 4ARE TH-11 IICIAf'ITSIIALL RE STAIHOZEUNTTI{ 1:5 - REV:6l40115 ; Ake 1 I Hli lLtl 7 TC.R SEEU�D(1F 10 it '-r,��F �iI SPALL DE AT'_EA, M• L c PER YrEFH ArruAF�E>a RAINDEWATERING E3AG DETAIL cs, +� PROFESSIONAL.ENGINEERS&LAND SURVEYORS P<Pn('IR HEH,1i EI_.1 h'!_II.FEWE-ALLOPI.IADF ? l J,IAI- -� 1 S�IIIICI �II � � CHRlSTIANSSN &SI=RGI, INC. I, I ,l!°:'�' -��BY Li FETEES SHALL BL RelarlVEn Ar.❑{'R6PEIkY DISPOSED OF 1&0SUMMER STREET.HAVERHOL,MA5SACHUg5rS BlB30 SHEET 13OF 14 I ;;I.; t-t 1'c':I),• PHILIPG EHRISOANSEN Www CSI-ENGRC"OM TEL,976-373-031D FAX.97R-312.3960 -, ',i r .I�r1 .. IrS•'IEIlnYIL 57Ul KYAE Iti E1,!1!:11AIED OWG.NO.34.0360I8 I I 144 1 L T 446 140 L01 r'm` 1 RO F. 2ae F. I S ROAD AYC RUNE FWD 1 136 e4 cv. 144 i 1 9a' j 132 140 F sacs. 129 €i1! 736 ae r,Y 0RE v } h 124 732 3 0 -Y 170 128 I S A,4 OFF 25 $16 ORATE L=727.1 �m "$ INV EL.=122.76 I i y,� 4,00 5.00 6400 2400 l` SWALE PROFILE LEFT SIDE " SCALE HOR 1" 40 FT XX VER 1"=4 FT 3 oa 4-OD 6,00 6+00 2.00 I S SWALE PROFILE RIGHT SIDE SEDIMENT FORESAY SIZING RREQU$RED,1 INCH PER SQUAM—FDOT 1" FT FT OF IMPERVIOUS AREA SCALE 1 .1 IN X 29,7001121N&T=248 CU.FT, VER =4 FT i TOTAL AVAILABLE=990 CU.FT. 990CU.FT>248 CU.FT. OK RIP-RAP TO CONSIST OF MODIFIED ROCKFILL RIP-RAP TO CONSIST OF MODIFIED ROCKFiLL (M2.02.4)TO A MIN, DEPTH OF 12" (M2.02.4)TO A MIN.DEPTH OF 12" SPILLWAY PONDBP xwR EL-120M 100 YEAR PEAK EL=119-22 RIP-RAP TO CONSIST OF MODWTEO ROCKFILL LEVR RA # (M2.02-4#TO A MIN.DEPTH OF 52' SEGTtoH SPILLWAY EL•175 POND 3P _ �� 1'7I —'Sy EL=,24.00 BERM ,OOYEAR PENS EL=12411 3(MIN.} ORIGINALS1uNa 4ai INCHES OF SANK RUN GR0.VA i MAkUFACTURFREO SAND OR MODIFIED NH —--_J— ISINCHESOF314TO,7(2INCHSTON DOT304,1 ,.'\` 1 �/ POND Pfi POND P3 BOTTOM ELEV.tiTD /r I� BOTTOM ELEV 121,50 4—E,XCAVATE AND REMOVE TOPSOIL AND SUBS04 INLET TO POND 3P {�. WHEREFILLISREOUIRED.FILLISTGCONSIST Filar aouma mBlM 1 l� INLET TO POND 3P OF COMPACTED ON SITE BORROW PLACED IN 0 N.r.s 12•MAX LIFTS.THE FILL IS To SE APPROVEO BY FJlar WI"m8larial sha71 have a hyil.aulfC O]nduCJv3Y fe'�4e(�¢tl Po�olfiervrLae I or THE PROJECT ENGINEER PRIOR TG PLACEMENT. gemvea aY) IOw 60 Ndna GS a s�b F������I�O, m�"" N.T.S appmmd I.'!the Engh,ee. INFILTRATION9ASINEXCAVATION&FILL: :.Ra WO WAdrIMzraSonMP&N.Thef"��O1°ge'"a{woe4mcommn+ry ALL70P501L.SUBSOIL,AND OTHER UNSURFABLEMATERIALS le,ened loase CanNnut gravelfmo2Fie8NNOOT 301.fIIn�daTm a9led as app'aPFale gsada@on.rpef,.WAI nl pea bf"—y ba 0t1"lee eveugh an equadan Thal males ARE TO DE REMOVED FROLA THE LOG1TlON OF THE datian,0 permeabmy,s1t11 as destfeed N CGTetel'nn9 aRpermeah4my and Omn Size 2075 CHRISTiANS£N&SERGI,INC. I PROPDSED INFILTRATICtl SYSTEMS.SAND FILL NIEETDIG THE (Shepherd IgB91aln 5eNan 8.T ESOma,:°m�Sahnalad Mydrauuc Condu�`AN IFrae:e IEOUIREMENTS OF MASS.TITLE 5 SEPTIC SAND IS TO 13E and Ghe,rY,1979].The hFda1 taund tvay 51,ePId Da delem.e•.ed by ASTM PN34 end DEFINITIVE PRD PLAN USEn AS NECESSARY TO ACHIEVE SUBGRADE ELEVATION. 4eprAetl 10 ay Fng3neer INFILTRATIONIDETENTION BASIN FOR CONSTR NOT TO SCALE WELLING70N WOODS pE14(LS ls LION If IN B INCHES OF 1`4 TO 1112 RICH 51OUE NORTH ANDOVER, MASS. L TI4 TO I W.INCH STONE PROFESSIONAL 3'R11N ENGINEER I LEVEL 73 hl 1 EL IAI 1F rf RECORD GORTOLI E BRA TRDST APPLICANT:277 WAS INGTON S R E 3 4{.I` DWkER5� CIO JOYCE BRAD9HAW 27T WASHINOTON STREET c11LVERT AT ORIvEs 4 624 BO%FORD STREET GROVELANOMA01834 DATE:JUNE 731016 t PP'Pa OEUTEX7ILE FABRIC r [FRSnh«JI NORTH ANPO'YTSL.MAOSl445 I el1Of15 - � PROFZ:SSIONAL ENGINEERS 8 LA,dO SURVEYORS TOP OF GER1d TO8E lFGOT ABOVE BOTTOMGF SWALE PROFILE POND 4P '`• "' - NOT ToSCALE , u^n CHRISTIANSENL& SERGI,SINC. BtEET,4 DF,4 CHECK DAM IN SWALE PN'LIPG CF{RIS71AfI5EN WWW CSI-ENGR CUM IEL.97&1T1431g FAX 97&372.39s0 PWG NO.14038018 ___� NOT TO SCALE � -