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HomeMy WebLinkAbout2016-07-05 As Built Plans SPR 384 Osgood St NOTE PRIOR TO THE IMPROVEMENTS INTENT FOR COVERAGE UNDER THE USEPA C�145TRUGnONV C3NERA PERMIT..AtiD PREPARE A STakMWATER TO THE PUBLIC LOCUS 17OT),UZI(Xy,pflEYEt)]yQtN PLAIN(SWPPP)TO FIE IUPLEMOM.DURING CONS1RUCnOrP If niF�IT®..hLT RVAi f err t PTF . / w WORKS by 6P NOTE: THE CONTRACTOR SHALL BE RESP049ME FOR GNWYPLYING WITlt AIL OF THE REDUIREMENTS AND BUILDiNG y F @, C4�NUMS_SR:....THE NOTICE OF DECISION-SITE PLAN RENEW DATED ULY 5 2Q16 FORJLE_PROJECT ISSUEa + s BY THIS TOWN 'FORTH ANQQYEt3 t 1,AVNiNG D_n1E ORDER Of WIDIBMS MADE 1F - ' q l342 Lk 1 4ATEAJURY 15 2016 ISSUED TOWN Of N08IH Alqmw S CONSERVATION COMMPSS14kV EXCEPT j R SP_E£YAL C ID 1(�Q L1Z T.t SITE PLA14 REVIEW AND MOInO I 5 5 51 53 AND 82 OF THE ORDER OF CONDITIONS WHICH WILL BE THE RESPLX W-11ITY OF THE OWHER r a &PARK E� ^�LOCUS MAP IY.rs. ALTERNATE#1 WORK BASE BID WORK r - - - - - - - - - - - - - r - - - - - - -- - - - - - - - - - -- '- _ SHEETS 2B, 3B, 4B & 5B I I SHEETS 2A, 3A, 4A& 5A I NORTH ANDOVER, MA RF40OSGOOD STREET NOdL'NEETRUST I I 4iftLKIAF.IJAINtSTER,JR TRUSTEE su Revisions (UAP 94,LOT 1) I I rrre=.sz.�s'rz'P�:�. v, sa ca' I _ 4 OSGCXO ST .ET suH tJb. Date DeeoEYptton 13 UUT OF nods D,,,I(kw VwAvv) P.,a=9a.01" i 1 6 14 16 REV:PER NACC ROC HAZARD AREA RV-9462 C O ,� e- lo, COCHICHEWICK BROOK EL-axes wv. vz+r'rz'RCP ua N^4 t ce I 2 6 21 I6 REV.PER NACC RGC TAAT OF FLOOD HAZARD AREA ( _ Q k[+p�9v.ra' 3 6 30 I6 REV.PER NiAPB ROG I EL.max.z: _ ��` ".' \ r. 4 9 14 I6 69�D FOR 8DD3'6 WAJ EAST,BIT.CCNC. rrY.w920NVYT 0E noa0 OEL-ArMNN I�`I (ArPRar'u _.,_. . ._._...`",_. .GAS PETER ~ ``., NEW FTA IO'b€E Er A `©O R5a=ar12* �•uun WERN,D -�. �. _.. s xsnuro DEUHEAnorl uauE d NEW -. ArE E(N,'A Np,Nj POLE rE aA.e3"1a'FCp w'raaP- PMUd T TO BE kYV-=?D W mnAeYO OEUNEAncv uHe FaLUO54:D HAZARD AREA �ryy C. (t NEW RL NG E�R.�.�.4 � 8��y ".'E�"R IS�"�+J"fb'E 1U554& � amS-� ..:sue'--"--�-�- � g,'ffic�,.Sms CN CLINIC.v Fyn SfA,/2 'q -97 _._ ....,m -. - z�,_-.0_ gay s -�9r s o --wJ„_ sAS' 0AsUJA yd_ ce_._ YEYY reT 93. . I F A C Flat OF BERW , s s � '' 57r Ar° 9 ial rc "'iCCNG,BERM '_.._, o�S'.. -Ica u'1 .py c u�e6Y,Q � '"t 4.`C>� \.. ..� 1 •� r 'Vz rrnaaar.el ARCHITECTSINC. -.._.,�.- �,'/ r ♦ REL. TE ,,,..m.:.... ,+.,.,a..� -_ 300 --•1; Cfi TG^f C ® \, . .r Ve9a9ni H6ae 3p7.4'# R i ('(h I l a yf-0 P h I CSS SERS€ 8A0RRNRC :8. ,,..,W_.t. �.. „ . `.', ,.:.r sa'aAnaO s+:svM- iEi ii� F� ' r-" S rz'vc uxv..v<.ae I ®®® NE T t`, \no art.880 ce I RELOCATED CONCRETE '. E d i WAIL• E 0.A xy sAs ^ e. A aca�n ` �. va.._ _. ._.. ,_�. - ,... . 9�_ � r earl v9 cs' F40I7IS(FROM #+ TYL'Ip1. ST �A4�uuC:. --< •, � 8 �--N'��rrrv...ai.c9' .c,.V i.'.. Rcrc ,. NTsAS-i1.'tCC N(Ir TOWJ`Il MO€RRi-ANDOVER --. ICU, $,`' QRO$E~ `"-, �'`. 6 u0 ?..' o _ �� EXIST.SALT SHED? • . P13UPTSSEO` � _. o 84 a \A. st< "18TORY E Ts TYJO.Gpr4cfcE B 1 WcOr (L(AP B4,LOT 4) STADra PRE NTH 3ME:T � cs �; n CU a R\ ".L. v ux AAns 384 OSG000 STIR cvacn Rn.c c«ROTE SALTSHEp r4rzAGE Dirr1 ,Ir r6�oo vpaArAwcaac xw gUI cal `. e c oaFte-`' LOT AREA 155,8131 S.F. -------------- r � r,:yasr c a; ." >J cc l \:vvvil _3..• �, Ix I ENGINEERING OLINDEN i '<.,� !t+?:swsna sVak.:.`L \ - 1 , FaL'M INKY. , 4' "I,x a v, ' nw.va ra 100 Traduc,t s„Ne 07i00� L t'YwC fA4 ., '`,, ±£�3 CR ^< $I 64A TE 16. 16 cfi G�JT P.YV.=.92,49 3711 fi {Vs4#.V 4'J_.,c# .---sa--,- ""3'---` �,.�a,_',_cuter M woad'',.r,+A0ra0a-iouV a _-� x x ', FT.DT LDD _ - > pW - 7 ea n a9arn I 8011-1 I ar - __ - H 2aV5'22 IA/172031' - .*. 4 `++• s s.GY U 'ru w cr,.ixior�p dnnaYw oo�, - _ T� O R Mrc t a ,T ��s. _�.._-� F-s$--_-_ T ca4c PAD � s ? - Iy � - sus ss YNE SS REET f yt4'aEr - E DA WA T 1XN _ I WAYNE STREET .� "'X' / , � - .L9are , - �., � � � ,r "" :^ N,a, �--as � rw E vrre �-.-�•"'"..,..,-,� r' ..Yar.. _ �. h .i; (n I `'>&umaaas rn �rr•�aaAV¢r -pb���..., _ - "'� �. sr , c ® ,a ' I Yn.aav+ o 97. 0 a rr r v er.TO' r a3T a<t TA E(y ": D J`jIJP.EdR4GHTruYc d _ '� wu.ain9 ury wr.Rr.rs`. H RFKRISITYPflENOkSkff INFIJICFG,FLPORfOO I aotr v=e7,sO a etrrF amr , .. ca . WEnAAD ax'rvc atv�6sx c`0T' .. �,,,;`r - °'" tV'FTOrYTPDF (PAP 65,JOT itl Orr) s r AP 95,..LOT;5 CA`IDECE.IOHnN50'J DEr,urEAmwr D•T cMr'r c+av=,as.ar Y P.rrry es,z- ~- o"s e t4 CAV4N STFEET Ru xvOs t0 LINE° J tIFJO&GREAlTYTRUST 4 I NFn ESANTOt4kiGStO RREV'OCABLETRUST t C r? Tr R0RTHAJD4ER 55 Ck Ew 51EF F P L AP 95,L011944 , (U1 64 LOPS 2'6--C✓JA,OTC,O2'C,O3C,p4C,6� ) �g J (PAP m,LOT'13) IY'FDA!V:L&ADRD*A Tt 'l frrdCr,C,D STflE T JaAVIDVdH1TE,TR�. � LC L4 Y'+'S�AIY.y+E I S95 L'tY 'EFINiG ROED 4=s' OEtR,eenar C..fry 0 LUNGTUt SMUT B'RLEA",dl n„w a'Mc Mr-104-f (PAP95,LOT 12) TI Ararnsx I i CliMFSiER d^t 6' rn'Cx4 lA4E :r r N G a 3P9(MOD STFRJ MAC WtiA9'/5". (VIP 6S,LOT 1i-46} ; PIFST'OsEI.0.1Sn"V2NGSEU"YN sracwwE rxac'E a-, NETONNCIFNORTH4"MERar.w2.c�' 48 CA.W04 SM11 i EA'ICQ5tl,u2E \ rn.d (U)B 64,LOT ROAD i 1UAP 6N,LOI 5) `RaZR92" 661(k1XEP,�:MG POAD I �� 207 BJItY.ER HLL STREET ua�9a',ra' I BIT.CONCRETE PARki!1G;AEA - L _ - - - - - _ - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - Title: LEGEND: OVERALL EXISTING CONDITIONS LEGEND EXISTING CONDITIONS NOTES: LAYOUT AND MATERIALS NOTES: SITE PLAN TACK&. TACONCRETE BOUND 12 CONY CONIFEROUS TREE f. PLANIMETRIC INFORMATION OBTAINED FROM PLAN ENTITLED: FROM THE EXISTING CONDITIONS SHOWN ON THIS PLAN WERE PREPARED 6.. THE FINAL.LOCATION OF THE NEW UTILITY POLE TO BE DETERMINED & SHEET e C.B STONE BOUND 12:DEC DECIDUOUS TREE FROM A SURVEY OF THE SITE PROVIDED BY THE TOWN OF NORTH BY THE UTILITY COMPANIES. SEE THE SITE LANDSCAPING PLAN FOR NEW BME96 INDEX 0 S.B. O7 HIT NUB 'EXISTING CONDnONS SITE PLAN',PREPARED BY: MILLENNIUM AN ANDOVER DEPARTMENT Or PUBLIC WORKS. CONSULT WITH THAT THE LAYOUT A140 DETAILS OF ALL PROPOSED PLANTING AND e D.H. HUB TA 0T.B. TELEPHONE BOX ENGINEERING,INC.,DATED: S'EPTEMBER 28,2012. PLAN FOR BENCHMARKS AND DATUM. LANDSCAPING. • PK MASONRY NAIL o E.B. ELECTRIC BOX 2. THE CONTRACTOR SHALL STAKE OUT ALL IMPROVEMENTS FOR 7, FOR THE FLOOR PLAN,ELEVATIONS AND DIMENSIONS OF THE NEW BUUWWOUS CONCRETE PAVEMENT o LP. IRON PIPE O H.N. ELECTRIC HANOHOLE 2, SUBJECT PROPERTY LINES OBTAINED FROM PLAN ENTITLED: OF THE ARCHITECT AND CIVIL ENCNEER PRIOR TO PROPOSED BUILDING SEE ARCHITECTURAL PLANS BY CSS ARCHITECTS, e I ROD IRON ROD # LP LrcHTPOLE 'PLAN OF LAND',PREPARED BY: CHRISTIANSEN&SERGI,INC., IMPLEMENTATION. INC. Scale: Y - 4d FND. FOUND o,UPOLE UPUTY POLE 3. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT A140 8. FOR LAYOUT OF EXPANSION AND CONTROL J0114TS IN ALL CONCRETE NEW CONCRETE WALK/PAD(BROOM FINISH N/FNO. NOT FOUND --4-- APPROXIMATE PROPERTY LINE DATED MAY 22,2012. CIVIL ENGINEER IN WRITING OF A14Y DISCREPANCIES BETWEEN WALKS AND PADS SEE THE LANDSCAPING PLAN. THE ARCHITECT n CO CATCH BASIN -D---DRAINAGE DRAWINGS AND FIELD CONDITIONS PRIOR TO AND DUR040 WORK. ANY SHALL APPROVE THE JOINT LOCATIONS PRIOR TO THE WALKS AND A ak L ,A Date: V MAY,2D16 a DMH DRAIN MANHOLE - W---- WATER 3. GAS LOCATIONS Ott OSGOOD STREET WERE OBTAINED FROM A FIELD ADJUSTMENTS ARE TO BE APPROVED BY THE ARCHITECT AND PADS BEING POURED. ID �I,AF; NEW GRAVEL SURFACING 0 SMH SEWER MANHOLE -........S-- SEWER PLAN ENTITLED: 'TOWN OF NORTH ANDOVER SEWER SYSTEM CIVIL ENGINEER PRIOR TO IMPLEMENTAHON. 9. SEE EXISTING CONDITIONS DRIVING FOR ADDITIONAL NOTES. 0 TMYN TELEPHONE MANHOLE -G-GAS REHADLITATION-CONTRACT 1'BY:GUERFH&ASSOCIATED,INC. 4. DIMENSIONS SHOWN ARE TO THE EDGE OF PAVEMENT.BACK ON FACE 10. FOR CONSTRUCTION DETAILS SEE SHEETS C-6A,C-68,C-6C&C-6D. Drawn: W.A.). 0EMH ELECTRIC MANHOLE _OHW-OVERHEAD WIRE DATED: OCT.1997. OF CURB,FACE OF WALL OR BUILDING. ALL LINES ARE 11. 5NtIW STORAGE FOR THE SITE TO LOCATED ON THE SITE ON PAVETAET4T NEW CRUSHED STONE fKt0L910 COVER -UGT-UNDERGROUND TELEPHONE PERPENDICULAR OR PARALLEL TO THE LINES FROM WHICH THEY ARE LpGRAAIENT OF THE STORMWATER TREATMENT SYSTEM. ALL DRAJ NW .FP NEW FLAGPOLE WELL MEASURED UNLESS OTHERWISE INDICATED. STRUCTURES ARE TO BE KEPT CLEAR OF SNOW. EXCESS SHOW SHOULD BE Checked: WAMC -LICE-UNDERGROUND ELECTRIC 4, ADDITIONAL FIELD LOCATIONS AND UPDATES WERE PERFORMED 5. WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT;SAW CUT EDGE REMOVED FROM THE SIT£. BY NORTH ANDOVER ENGINEERING STAFF PURSUANT TO MEETING OF EXISTING PAVEMENT AND MEET FINE AND GRADE OF EXISTING 12. THE OWNER SHALL.INSPECT IRE EXISTING 36-INCH DRAIN FOR STRUCTURAL GAS VALVE pq � -SILT FENCE THE �A� 4tP NEW PARKING LOT LIGHT&POLE Project No: 1165 ty. GAS SHUT OFF 15X5 SPOT GRADE MOTES FROM APR1L 81H,2016 AND FOLLOWING aIGSAEE FIELD PAVEMENT WITH NEW CONSTRUCTION. CLEAN THE PIPE AS NECESSARY CONSTRUCTION Yy WATER SHUT OFF MARKING CONCLUDtNC ON AFRYL 22Na 2a16. SUP In UTILITY POLE D l,\-J ASSESSORS MAP AND PARCEL 13, TOTAL PARKIG O4 THE SITE FIX2 THE BASF 84Y AND BED ALTERNATE IS 26 cT WATER VALVE REGULAR SPACES(9 FT.X 18 FT.)AND 2 HANDICAPPED ACCES9BIE VAN • 10 PAINTED STEEL BOLLARD .aa.r. SPACES(9 FT.X 18 FL), THREE ADDITIONAL SPACES ARE AVAILABLE ADJACENT TO WAME STREET FACING THE EXSTING BUN.DING,HOWEVER THESE SPACES REQUIRE 8AC1OLIG OUT P410 WAYNE STREET. FOR PARKING SPACE q 40 60 160 See vndh Idu ak shots C-2A.. LINE PAV4TINO/STRWPLNG REQUIREMENTS SEE SPEOFICADOVS. ". "-...----'-' r C-511 for Changes to riot' T11E,_(N(11ATAIN OF WORK THE�IrrTrO rlwTaarrrvN YAIT OFED TO FILE A PtOT)CE_CF, SITE DEMOLITION KEY NtTFl1T.EQR._CQ�ACF tPFR THE usEPA COfisTRHCTDN GFJNERAL PERMLr ANAPREPARE-A 50 qiM IMPROVEMENTS NOTE: DL O%OF ALL RESULTM DENS N AN APPROVED Orr-91E POLLUTION PREVENTION PLAN(WPPP)TO BE IMPPLEMMMQ DUR LOCATION UNLESS DRECTED OTHFRTUSE FOR THE SALT SHED IS ACCEPTED TO THE PUBLIC MARK OR STAZE THE tPRr OF WORK Leaf IN TI#E FIELD FOR REYuEw BY HATE: _(TT,F,MTRgCTOR SHALL HE RESPONSIBLE FOR CCMPLYIILWTT1 ALL OF DIE R R I SMI-1 WORKS t THE OWNER,THE CIVIL ENG^NEER/ARMCT"THE TOMN OF NORTH RIM. 96.94' BURINC.,, CONDITIONS OF THE NANCE OF DECN40N Sy iF,P A1L13LVfEYI..IDATFtT 1�J,Y 5 2016 FAR THE PRO.eC7 ISI;IJED MGM CONSRYAPON AC'MSTRATCR w BY THE TDWPN Of NORTH AN_NQVER PLANININCA(}QARD AND THE ORDER OF CONDITIONS,9ADF,1'-L1LL INSTALL PO MO SLTATKN CONTROLS AS NOTED ON THE PLAN 12..12-?�8T._9A1A&Y 15 2016 ISSUED FOR THE PROJECT BY ME D At OE NART)1 TAR INV==92.85' 12" PVC INV, 88.43' CONSERVATION COMMISSION EXCEPT FOR SPECIAL CONDITQjN 12 1)) pHF SL7F PLAN REVERY APtD CCNNDIiIONtS $P+STALL A STOVE TRACIONC PAD(ss FT,WDE x 50 FL LONC)N THE 51,53 AND 82 OF THE OROER OF CONDIT05 WHICH WALL BE THE RESP( IJ i�]4E� RT OF FLOOD SMH LOCATION 1WNERE THE VE OUS TILL BE ENTERNG AND DITNG THE WORK - DM ROA DAMAGED AREA(AS 0W WTH THE OMER HAZARD AREA ) RPM=98,03' cdhT: 8:t RIM=97.62 `3 INV.=88.43' =94 EL, . REV'M•.W THE INSTALLED L'R990N CONTROLS WIN ME dNTER,AHE OYL C " ENEA/ARCHITECT ANO THE NORM MCOVER ODNSERVATCH INV.=93,41' 12" RCP IN N NLTOL COCHICHEWICK BROOK G, (P `'PNSTA O STALL TREE IN EE PROTECT FEIKRNC AROIRD ALL TREES TO REIARH R �RIM=q 7.7tI' REMOVE EgSTINc VEGETATKN(IREES,SMSETERY ME)SRAII"S)WIN WETLAND WETLAND DELINEATION LINE �, CB © THE LIMIT OF (EXCEPT FOR TREES DESGHNATED TO PI NARL STRP TM' \ AJD STOOO`M.E LOAN PMIOH IS SLNTANAE FOR REUSE ON TIME PROJECT. .- . .-__ . — - '�., RIM .-9/.ti6' OREMOVE PAVEMENT AND WMAS AS 51400. SAW CUT,MINT WIN OTSTPNG ``•, CONCRETE -."- \\\ 93.,83 12" RCP - a CO MTE TO P"AeN. SPCS SILTATION C TROL FENCE NF.AD /ALL_ t%'WORK FaLaws CONTROL fi3 LIMIT OF WORK FOLLOWS W/COMPOST 1 0 SOXXX 48 RCP I CONTROLS V EROSION CONTROLS IN FRONT r- SR.TAA CONTROL FENCE S TA.#2 \ INSTALL STILT SACK IN INV. =91.. d \\ NORTH ANDOVER, Iv1A �� "I8" SERIES _._ W Pas FLIED soxx EXIST,Ge.'s FRONT S 26'50'48" E 066.48' - _..__- G 9GHS FOR REUSE Revisions �s- REMOVE AND STACK EXIST. SNdtlF DUMPIN x - — 'cOfaPasT (rw.-2) ---..x��° „ ""' FILLED SOxx �7� - �> Tti, No, Date De tbn B -~ �� REMOVE AND STACK EXTST, I 6 L4 16 Y.PER NACC ROC x 4 \CIX ,��;1`�, BOULDIRS FOR REUSE 2 6 21 1s .PER NAoc ROc FT ( -6 n,1�,,4 17' ..__.- P-N' RIM== (rip-) 9 J0.I6 REV.PER NAM C METED FOR BOOKS %TATKTN CONTROL FENCE , 1-` a� `.' \r R EXIST 12'" RCP iNV.=-9.-�.J3 W/COMPOST FILLED SOXX (4' r^,,\\� G 50 \VTLAND SEI�tI�( a, , ` 12" VC INV,=94,68 . - - ,-� NIF TOWN OF NORTH ANDOVER m�. EXISTING ONE AND TWO STORY " � ,� � �, 4 7 a RIM=99.06' (MAP 94, LOT z �, - ) p1' er,T.. <__...._. ...v �.�--_ INV.=�87.69' CSS ARCHITECTS INC. (y (�/1,�y BUILDING ' T REMOVE T LIMIi�-YRNB! o imnoaic6;H.�300 384 OSGOOD STREET ® ®. Wake,,.14,WA 01800 LOT AREA - 155,8131 S.F. (FFE=99,59) 41r I \ n_ yag 4f a wx .. J v LIMIT OF WORK C. ,�.), L,.1 100'R'IVERF REA `` - r" 1 (6),- T II,,��✓✓ � LE1 mmmmmmrmmmmmmmmmmmm m mmmmmmmm mm mmmmmmmmmmmwmmmmmarmmmmmm+nmmmmm�''"'m'�"mmm+. � F�{pry4JI . ��1�4�1 �a. i \. . "^� *`1m, A. "•.. .,.mmmso mm `m�m�mmm m��'' 'IV (� `ff\,�) a JG��IIYN ENN�GINEERRING/ 12"STAKED COMPOST ....... "� �� //, i NDMH 1 1 P TIER LLG *Clntlr.Slit, nLTEpSAXX 1 ,4 T "^ O,rre_g""`.,-=,r. '�".4.�f'iY9 �,C7 `✓ Iti L,i �I `✓ �cK7 - GAT �(,8 ¢n 3711 a ,a0' WETLAND SL.lf3/Ci4 L r 1 7a . , . , _ a � - L _ x N __ �, _ — _ O� T �v=`.92.E Ema: � Lm+1 M -�--- _� _ Wi.1 D 11120.31" � ,� IN fP1V. J (�-' t7CX . >R 4, 7 ST, �f"I T}\T^',„ - 1 �„Ci•7 _. _._.. _.........�...._-LOW....... LOW LOW 4t— _._,,._. a '� 4 TO REMAIN --� __. e" _ --� - ,,,. T.-� ' `-- � ♦ � FFER 1..Ot1E .a" ",�-- - " _5 \VETLAPfO `- T LDY LOW , WAMEj TR NE Sk&TRE T �T: w ,� �, I �� � . va —. --.._..�_..... __ .-_ -_..S x_.... 0%__�aTJXX Low-.— w LOW--�Lash�— i .5 w y ✓ C v v v �y1 x r, Q,y r r 1 2 4 — c�A `�^•-- _,r �,-^e' v_, .,�_ -,r'`^" _ M1 ..„_ —...-�— L� � .-•- C3 1xD . --. s'� 11 ST COMPOST INSTALL 9LT SACK IN I T OF WORK \ IMAT OF WORK FOLL FWD � � � S�JI11 EY]sic6 ERMON CONTROLS b .. '1 �Do ' �j 1; RIM=97.97' {Ta" uent'Tl m m SMI'i CX�m t m "«^m.' RIVERFRONI AREA m m m SSA/�5 F± SMf 2 IN INV,=87,70' � P,VIT.u"( � --� CIS-��atTi�1 �d:�1� 21'31� m FZIM=98.6i m Iz sTAKEOcaMPasr RIM- 97.98 IdA RILED STAKED z 1U I INV. OLIT=87.79' 24" PVC INV-86.3 cX -2 IN INV. 87.50' 10 y 1- ,- SMIi SMH WETLAND NiD f INV.=lO.� C Hn I-1 OUT INV.= 87.37' Title: ,.: 9 ) f71M=9J,15 DELINEATION ITT N SMH LINE c SITE RIM=--9£3.73 > c7 DEMOLITION, - - - - - - - 24" PVC INV,::=86.8 � � PREPARATION � 8 P1" AND EROSION ' . DEMOLITION,PREPARATION&EROSION CONTROL NOTES: CONTROL PLAN G C.10 rfo4 YE 595 AND �y � �. rn�r+mrRsr.ICAnsu V L ALTHOUGH CERTAIN ITEMS HAVE BEEN NOTED ON THIS DRAWING FOR DEVOLITON,NO ATTEMPT HAS BEEN 9. THE LOCATION AND ELEVATION OF ALL.EXTSTMG UTILITIES MUST BE VERIFIED PRIOR 10 ANYTI\ LEGEND. izcr„��:.1'',rn raR.actes5 MADE TO DELINEATE EACH AND EVERY NEW THAI RE LAKES DEMOUTHOI FOX#THE COMPLETION OF THE CONSTRUCTION OR EXCAVATION ON THE PROPERTY. AS REWIRED BY MASSACHUSETTS GENERAL LAWS, ."riCal6: 1' +� 20' ._........ .._____. PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COMPLETION OF ALLMOLITION WYXBt CHAPTER 82,SECTION 40 AND CHAPTER 164,SECTION 76(0),THE CONTRACTOR MUST CALL DIG SAFE, LOW LIMIT OF WORK LINE 1 NECESSARY TO COMPLETE THE PROJECT. TEIEP}IOftE F10.1-888-3A4 72d3,AT LEAST 72 HOURS PRdCOi 1O ANY EXCAVATIQW RXi YA]RH(ON TTTE 2 CENTRE TOR THOSE AREAS Y ITEMS MOVE A DIT THIS DRAWING. F.IN THE THIS OF 0 PROPERTY IN ORDER TO HAVE ALL COSTING UTILITY LINES UARKED OUT. Date: 27 MAY,20% L'7 CONTRACTOR,IT IS NECESSARY 10 REMOVE ADDITIONAL ITEMS NOT NOTED ON THIS(NRAWIlC CONSULT 10. ALL UTILITY CASTINGS ARE TO BE ADAISTED TO FINISH GRADE PRIOR ID FINAL PAVING OR WALKWAY SOXX STAKED 12" COMPOST FILLED _...__.__.w_...._ � VAIN THE ARCHITECT/CIVIL ENGINEER PRIOR TO TILE REMOVAL INSTALLATION,PLANTING,LOAMCINC AM SEEMG, EILTREX SOXX 1 IIR,AwrNc No. 3. STOCKME MATERIALS IN LOCATIONS APPROVED BY THE OWNER ONLY. It, ANY DAMAGE TO ITEMS NOT SCHEDULED FOR REMOVAL SHALL BE REPAIRED OR REPLACED TO THE MOUTON OMPOST C x SILTATION CONTROL FENCE Drawn: W.A.). I 1 4, THE CONTRACTOR SHALL INSTALL EROSON CONTROL MEASURES AS INDICATED ON THE DRAYNNC PRIOR TO SATISFACTION OF THE OMER AND THE ARCRIECT AND CIR ENOxNEER AT THE CONTRACTOR'S SOLE " BEONPING ANY DEMOLITION ACTIVITIES, THE CONTRACTOR SHALL INSTALL THE CRUSHED STONE TRACKING D0'ENSE, THE STANDARDS FOR REPLACEMENT WORK SHALL BE THE SAME A5 FOR NEW WORK. FILLED EILTREX WITfi STAKED 12 Checked: WJ�IJILGC PAD PRIOR TO MY O T N!ACTIVITIES 12. I'ANY SILTATION OCCURS OUTStlDE OF THE EROSION CONTROLS THE CU41RACIOR SHALL REMOVE THE L — — — 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAWTA1iIMG ALL EROSION CONTROLS AND FOR PROVDING ERODED MATERIAL AND RESTORE THE AFFECTED SURFACES TO THEIR PRE-EMU NG CONDITION 10 THE ADDITIONAL EROSION CONROLS THROUGHOUT THE CONSTRUCTION AS NECESSARY TO RETAIN ALL SOT.. SATISFACTION OF THE OWNER AND THE ARCHITECT AND OVML ENGINEER AT THE CONTRACTOR STAKED STRAW BALESS SOLE ��'�"'1""`—' Pro ect No: 1166 I1D✓'UkkFY --o---a1---^--"_ _ WTKN THE WOW AREA AND TO PREVENT ANY SILTATION OF AREAS WI'.STDE THE ACTUAL WORK AREA. EXPENSE, THE STANDARDS FOR REPLACEMENT WORK SHAD BE THE SAME AS FOR NEW WORK. .NLskiUC Drol '" R - 6. THE CONTRACTOR SHALL PROV"OE STREET SWEEPING OF THE ADJACENT PAVED SURFACES ON All AS 13. TEMPORARY FENO'NG SHALL BE PROVIDED AROUND ME ENTIRE WORK AREA WIN SUFFICIENT CATES FOR E1 a ce NEEDED BASS AS PART U HIS WORK. ACCESS BY EOIAI'MDNT AND EMERGENCY VEHICLES AS REOURED BY THE TOM OF NORTH ANDOVER FIRE i, T TREE PROTECTION FENCING ���� Pn0�O5[D Or�v eo(n)CO^lS6NJJCIMLI 7. THE CONTRACTOR SHALL PROM CONTINUOUS DUST CONTROL ON A 7 DAY A WEEK BASIS TNROUONWT A N u b G.0 DEPARTMENT. 291 ,. THE WORK. WATERING SFIAIt DE THE ONLY ACCEPTABLE'METHOD 4F DUST CONTROL 14, SET ExYSNNO CONDITIONS DRAWING FOR ADDITIONAL NOTES. 8, THE CONTRACTOR SHALL VERIFY ALL EXISTING SURVEY INFORMATION AND MBE LOCATION AND ELEVATION M FOR CONSTRUCTION DETNLS SEE SHEEIS C-6A,6B,6C,60, ...- _ ._. OF ALL LINOERC4tW LD UTILITY LOCATIONS IN THE FIELD PRIOR TO BEONIM ANY WORD(AND REPORT 20 40 D0 Installed'a as ANY DISCREPARCES TO THE ARCHITECT ASO CIVIL ENGINEER FOR CtAROCATON AND DIRECRON, C(DIJSIRUC'TIAN sv4Laac PLNV .... de`,N").)Tyflle ROTE: PRIOR TO nlf IRNiTIAn€k1, V Y L}!E$FLEMET)CONTRAC.—W1lL NEE@ Td FlOE A WpnC_pf / SITE DEMOLITION KEY INTENT FOR COVERAGE UNDER THE USFPA I OTN)TR4CnO4 GENFRAL PERMIT AND PREPARE A 5TQRLNWAbER IMPROVEMENTS -NOTE: DSPOEE OF ALL RES)ETNG DEBRIS N AN APPROWD OFF-SITE P�DON PRE ((-TT E�-(sWYPP)Td BE I PLE1aENTE ,..p4 RdP m not'-11(9i IF iNE BYO ALTERNATE \ / TO THE PUBLIC LOCATION MESS DRICTTD 01HER'NSE FOR TINE s st+E@ Is LC92 1'% '�, �.,, WORKS MARK OR STAKE THE LIMIT Bf WGRK LNE N Tilt PETD FOR REVKW BY NOTE: TIRE C (TRACTOR 2JUL BE RESPONSIBLE FOR COMPLYING W1TF4 Ai I pF.11fE REOUIREMFlrTS AM10 `w, .1 ,�`• BUILir1ING O INt O"K TT€0%E)WraaEER/AkatTECI AM THE TOM Of NORTH CONDITIONS pF THE Ndn,( ,0,1-N SII-0 SITE PLAN REVIEW OATED JULY 5 2016 EPI TT#'PR C.0155 Q AMER CONSUVATI N ADAAA TRATOt BY IHE TOWN Of NORTH A4OOVER PLANIIYING DAARD AND THE ORDER OF CONDITIONS MADEP FILE ♦`` 0 061AL PURNETER StIATTLN CONTROLS AS NOTED ON THE PLAN #242-10I.DATED IJEY 15 2016 ISSTIEO FOR TINE PRd ECT DY_IIT. Td T.N NORTH MNDc)WR CONSERVATION COMADSSNWN EXCEPT fOR tFEgAI C(XNDITI�y I „QE 11 StTE PLAN.RENEW INN@ CCFN[NTI(kNS COCHI CH"WICK BROOK NSTALL.A STONE TRACIM PAD(12 FT.WOE X 50 FT.LCM)N THE N-_OD'E(j,.(��QNQIndNS WINCH W9LL BE LIRE REdNSABIi1TY-Of_. "'`•... / l Q LOCATION WNM THE WHXLES%U.BE DINNNNG AND EXITING THE WRK AREA(AS AGED NTH THE OWNER). M%W THE NSTAIIFD ERGSON CONTROLS NUN THE 000,ITlt 0% AQ' E1VG34ff.ER/ARCHITECT AND THE NORTH ANDOWIT CONSERVATION ADVMTRATOR. 5 INTENTIONALLY BLANK _-LIMIT OF FLOOD HAZARD AREA LIMIT DE WS WORK FOLLO EL.=94.2t EROSION CONTROLS STR © RONrE EXNSTNG NGETATKN(TREES,bNRMB�RY AM SIMS)WINN --36" (;A W/COMSILTATION CONTROL FENCE- D WETL/DIELIMIT GF WORK(EXCEPT FOR TREES DESOLATED TO RETAN. I' /COMPOST FILLED SOXX DELI('•( SN.TATTO4N CONTROL FENCE IP1V•=�2• IN FRONI(IYP.) AND STOCKPILE LOAM WCH IS SUITABLE FOR REUSE ON THE PROXCI. " CLIP W/COUPOST FILLED SOXX OF FLOOD LIME REMOVE PAVEMENT AND WALKS AS SHORN. SAW OJT JOTIT NTH D3STTfVti RN FRONT(TYP.) 12'C DST ( LI LI D AREA a BITVIANOUS CUM NE To nun INV,=90.90 WETLAND DELINEATION LINE FILLED XX ® DEMOLISH AND REMOVE EnSTNNG SLALOM AND FMAW41 LIMIT OF WORK FOLLOWS C EL..=94, :E �lb Q� EROSION CONTROLS NORTH ANDOVER, MA .� SERIES - =- — - - - Revisions l5l h3a. pate Desoription By •^„�.,X..,.-•- - ..-""" _m _, 5 1 6 14 16 REV.PER NACC ROD \� / „' ":�-�""�"".=-",�""���"'__.. U .-- 2 2 6 21 16 REV.PER RACC ROC 1� ry - 4. fL 46 REV.PFISSUED OR ROC BOX WA) f - -� .. _ JE A u I IM C5 REMOE EXIST.CA Q LL0 N/F TOWN OF NORTH ANDOVER / ( �"` 114 FULL SIZED CONCRETE BLOCKS v w�0') css ARCHiTECTS INC. I S'T'LTADOH CONTROL FENCE r_ an (Y X 7 X 6'L)TO BE RELOCAt£D (MAP 94 LOT 2) W/MUPOST FILLED SOXX AS SHOWN 01 WET 30. 6 HALF � w ®��! NET _........_.__,_._ ttl1 N d b n Rood Lu 384 OSGOOD STREET N FROIT(TTP.) Q x , 97E BLOCKS TO BE PLACED LOtA - LOIN �LO.W. 0 ELJ wadi o d avae 3tla LOT AREA = 155,8131 S.F. ON-SITE AS DRECiED BY THE , � t_��___.__�_... watan:d ua n+eea I OWNER. ��. A,",!V �0 U -... REMOVE EXY5T: CO LWIT OF WORK FOLIYWS U AND DATES FETNCI4G FROSION CONTROLS ` m to w m..mtoms®m ox ot® �mm � J � / wm� ENGINEERING / I �0�� ...__.....,.._..._.. ...._. t } , PARTNERS LLG ( � LIMIT DE WALK- f�LINDE:N y 1 ' 41E A E: .f ( 'wotf°on,MA011801�18aiOO N $ �T_�.. Fox:(761)297-1277 7m:(791)933-371 t x. W { N 28'05'22" 4 ,'`j120.3i act M 6 LOW s s , �x X— - X X WA ME STREET lit / -' % _X^ �� :. p♦/(; I x d 4`J RIM 8.1 C+/ LIMIT OF WA ME STREET _,. _ - 9/COU N T T CONTROL FE)4CE UVIT OF WORK I c� ♦♦ u_, ..._ --. ,^: 0 1 o�.._,.tl., ----a L T/,, 8J,.8 Low ...... ...` ... IN FILLED SOXX N ' INSTALL PLI _ O RN FRONr(nP.) �' " SACK RL 01 A ! _ 1�s-BuiJlt. 1,/30/2,01 — F.,- --•- --(I /r'N 44STALL SILT SACK IN QS I-. A `�... I)WT WY4trc ()()'�.J EXIST.C.D. I xxxxxxxxxxx to SMH ® h- L�ic i/FRFROIIT AREA f' I Y f AL_TI1 NATE #1 RIM=97.02 n - � 24 -�._ �- O Title: 24 PVC INN,=85.2 I W ."C u� �r .m,C-i5 ♦ l u� SITE 10" PVC iNV.=85,2 - i � O„ SERIESL , DEMOLITION, I m ci CD WETLAND SILTA»aICONTROL C) I- �� PREPARATION RIM=96.67 I­_ w i...-DELINEATION W/COMPOST FILLED sD LONE Da FRCNNT(TYP.) � w `�) AND EROSION DEMOLITION,PREPARATION&EROSION CONTROL NOTES: CB LJ CONTROL PLAN RIM---97.15 w C �N I. ALTHOUGH CERTAIN ITEMS HAVE BEEN NOTED ON THIS DRAW94G FOR DEMOLITION.NO ATTEMPT HAS RFEN 9. THE LOCATION MO ELEVATION OF ALL EWI NG UIUTIES MUST BE VERIFIED PRIOR TO ANY 24 CMP ON)T-=92.08' J MADE TO DEUNEATE EACH AND EVERY ITEM THAT REQUIRES DEMOLITION FOR THE COAPLEIKXN OF THE CONSTRUCTION OR EXCAVATION ON IRE PROPERTY. AS REQUIRED BY MASSACHUSETTS MEW LAWS, C'1_ Scale: •F" - 20' PROACT, THE CONTRACTOR WALL BE RES'O19BLE FOR THE ONNPIETION OF ALL DEMOLITION WORK CHAPTER 82,SECTION 40 ANO CHAPTER 164.5EC1104 76(D),THE CONTRACTOR MUST CALL DG SAFE, LEGEND: 24"CMP IN 92.19' NECESSARY TO COMMIE THE PRO.ECT. TELEPHONE N0.1-888-344-7233,AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION OR WORK ON THE --.._ 2x12" RCP INS-=92.3.5' - 2. REMOVE ONLY THOSE AREAS OR ITEMS NOTED ON THIS DRAWING.. F.IN THE OPHO4 Of THE PROPERTY IN ORDER TO HAVE ALL EOSTNG UTILITY LIES MARKED OUT. LOW- LIMIT OF WORK LINE Date: 27 ANY,2015 CONTRACTOR,if IS NECESSARY TO REMOVE ADDITIONAL ITEMS NOT NOTED 01 THIS DRAWNG CONSULT 10. ALL UTILITY CASTINOS ARE TO BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL PAVING OR WALKWAY WITH THE ARO9TECT/OYA E)WEER PRIOR TO T14E REMOVAL. INSTALLATION,PLM4TTNG,LOAMiNG AND SEEDfa 3. STOCNKPOE MATERIALS 21 LOCATIONS APPROVED BY THE OWNER OILY, H. ANY DAMAGE TO ITEMS NOT SCHEDULED FOR REMOVAL SHAM BE REPAIRED OR REPLACED TO THE SCUXKa STAKED 12" COMPOST FILLED Drawn: W.A.). 4. THE CONTRACTOR 944L INSTALL EROSION CONTROL MEASURES AS RWATEO ON THE DRAWNG PRIOR TO SATISFACTION OF THE O'NER AND THE ARCHITECT AND OVAL.PIONEER AT THE CONTRACTOR'S SOLE: FILTREX SOXX BEONNNNNG ANY DEMOLITION ACTIVITIES. THE CONTRACTOR SHALL INSTALL THE CRUSHED STONE TRACKING EXPENSE, THE STANDARDS FOR REPLACEMENT WORK SHALL BE THE SAME AS FOR NEW WON(. X SILTATION CONTROL FENCE Checked: WAJIR,GC PAD PRIOR TO MY DEMOUTNON ACTVIHIES, 11 I'ANY SILTATION OCCURS OUTSIDE OF THE EROSO4 CONTROLS THE CONTRACTOR SHALL REMOVE THE WILL STAKED 12*COMPOST 5, THE CONTRACTOR STALL,BE RESPONSEILE FOR MAMNTANR4G ALL FRO900 CONTROLS AND FOR PROMM ERODED MATERIAL AND RESTORE DIE AFFECTED SMACES TO THEN PRE-DOSTNG CONDITION TO THE FILLED FILTREX SOXX ADDITIONAL ER09ON CONTROLS THROUGHOUT THE CONSTRUCTION AS NECESSARY TO RETAIN ALL SOL SATISFACTION OF THE OWNER AND THE:ARCHITECT AND CNN..PIONEER AT THE CONTRACTOR'S SOLE Project No: 1165 OWN THE WORK AREA AND 70 PREVENT ANY 9LIATION OF AREAS OUTSIDE THE ACTUAL WORK AREA, EXPENSE. ONE STANDARDS FOR REPLACEMENT WON(SHALL BE THE SAME AS FOR NEW WOIE, C STAKED STRAW BALES 6. THE CONTRACTOR SHALL PROVIDE STREET SWEEPING OF THE ADJACENT PAVED SURFACES ON AN AS 11 TEMPORARY FENCING SHALL BE PROVIDED AROUND THE ENTIRE%W AREA WITH SUFFIDENT GATES FOR NEEDED BASIS AS PART OF HIS WORK. ACCESS BY EQAA.'E'MEHT AND EMERGENCY VEHICLES AS REOUNED BY THE.TOWN O NORTH ANDOVER FIRE ���� 7. THE CONNTRACTOR SHALL PROM CONTINUOUS DUST CONTROL ON A 7 DAY A WEEK BASS TIIRWO40UT DEPARTMENT. A ~.V) TREE PROTECTION FENCING THE WORK, WARNING SHALL BE THE ONLY ACCEPTABLE METHOD OF DUST CONTROL. 14. SEE EOSTI4NG MENTIONS DRAWNG FOR ADDITIONAL NOTES. T 8, 111E CONTRACTOR SHALL VERW'Y ALL£X)STNO SURVEY INFORMATION AND THE'.LOCATION AND ELEVATION 15. FOR CONSTRUCTION DETAILS SEE SHEETS C-6A,68,6C,60, `,,. 65 Installed a s Of ALL UNDERGROUND UTILITY LOCATIONS N THE FIELD PRIOR TO BECNNNANG ANY WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT AND CVA ENONEER FOR C'LARFICATION AND URECTIOR, d0;s1g(TNwd NOTE: PRIOR TO THE P0A1ON aF WORK HIE £LEc)Eo CONTRACTOR N1LL PlEea Ta FpL£A Nal}CE OF IMPROVEMENTS INTENT FOR COVERAGF IIQTR THE l!SEPA CONSTRUCTION CFIVERAL PERMdT AFVD PREPARE A STORMWATEf3- pNLVD.CNJ PT3FVEVVBON P1 VJ(SWPPP)Ta BE IMPLEMENTED DURING COFVSTR CRON!OF J)IE 610 ALTERNATE TO THE PUBLIC FOR DIE SALT SHED IS ACCEPTED WORKS NOTE: THE COVVIRACTOR 5HALL BFYp4IVSIBIF FOR COMPlY1NG VA1H ATl OF 1HE REQUIREMENTS AND T XNDTnorNs TI#{N�fTVCf DF(JFCI I(�V V PI AN RNEW DATED JULY w 701s FOR TFVT PRpTFCTTSSUED BUILDING @Y 1)HE TOM QE NORTH ANDOVER PLANNING BOARD AND THE aRDER OE"JDI-TL(kVS�IADEP fTl 1247 1681,OATEO JULY 15 2016 ISSUED FOR THE PRQJEGJ_Br_iLTE TOWN QF NORTH ANO04ER � COHSERVATICR#C ',�4-1,ON EXCEPT FaR SPECIAL COPVOITNyPi 12 4F THE SITE PIAH RE11EW ANO$(MVDiItTORS 51,53 AND 82 OF THE ORQER QF CONQIJ(QN$_ LIMIT OF FLOOD HAZARD AREA EL.= 94.8t y COCHICHEWICK BROOK WETLAND �. .r- __ _ _ -- �'1 LK DELINEATION — WETLAND DELINEATION LINE r^, LINE _._ — �' O NEW SIM RIPRAP r• APRON 6 FT.LONG `'�("� "* EXIST.BOULDERS X 4 FT.WDE CON TROL. �^ RESET AFTER RMYALLED S TA.112 NORTH ANDOVER, MA CONSTRUCTION SIGN(TTP 2) SAWi NEW C.WALK SERIES - — _ -- a T066.48 S 26'50'48' E ' _ Revisions x ,� ..— ,,�'G7 --1.._z---t? x `.^--,x ..3- �� NEW C04dc. `, -E79Sc VGC START rEEw VCC _ �� i j P ` No. 141 oea tlori Ge V"R CAST 9V PLACE FOPU£EABL�'""' —` -- J� WALK(�FT. '� TO REMAIN JOIN EASE,YTC i 6 14 Ifi 'V.PER NACC RGC 25' 4/ETI_AND E rI A(1 N TACTILE WARNING 5URFAC£TILES h� 2 6 21 d6 REV.PER NAM RCG 'v. b« NEW VGC �� 3 6 JL?16 Y.PER NAPB RGC �_. 1'\ �'4 6-24 xs0'BY ADA SOLUMNV TRA,N9TKNV 4 9 14 dfi rOR CHELMSFORD,MA NEW FLACPCx.E NEW sTCNE -- ..... ____._L_.L...AP IS LONG) INEW tiTK: 'CurbCAou:,aavda ti es I��aIJ50' WETLAND SETBACK W CRUSHED STORE (� "'`"'m SAW T EXISTING __....._.._..J �r�Ypph�/ pGROUND COVER FP EIL Rb'MN1"N1F I LION 01'N�T\TH MNDV V I\ NEW M°GC, , �, .,, €CAST I RLACE NV LACE BLE LAVG) CAST IM R LACE REPCURB(10 TACKLE WARNYING R 2S '`' -'' NEW SURFACE LES 24X60'BY ADA SOLUNSNS.(MIAP 94, LOT 2) EXISTING ONE AND TWO STORY BUILDINGCCNRC,PAD NEW CCNNG. �W 4CC IRANSn NEW CHELMSFORD,MA CSS ARCHITECTS INC. NEW CRUSHEO STOWALK - '384 OSGOOD STR ET PROPOSED ~b REw wGc TR aTIDFN CORE(10'LONG) trar.+2.Su6ra aa+ LOT AREA - 155,813t S.F. (FFE° � � GROBIVD cDYERry �/ NEW YGO # ° R=1D' tNEW CONC WALKLSTIR i '"`� FLI). WEW ( �Ra5' NEW VGC .rr<ra.n+A oreeo (s FL WOE) "'-a50' .DO" DIT.cOPVC :__;_,rVEWX IN . ' ' START NE VCC mmmmmmmmmmm140'RIWERFRONT AREA GDY£R(le'WOE) �E E� � as`LUXRxAa DD I� I guI _ I o � ?-EXIS sT wcc NEW CRUSHED STONVE GROU . m mmmmmmmmmmm mmm mmmm mm'" am� m mmmmmm+ NEWCONC: 7 F1 WC TO d . E£5 REMAIN mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm " i. FLUSNI rEZ. ..ty �m .'��.C„ exN "r (5FTS, �DT) L*��*�`�1�1 EW FITPSV 1GC--..•...—!a +"fir m. � � m m III �'® IIEW W,C g 'c°�I NEW VGC r!� t� me ENCLIN ERUSIG MA _ NEWCRUSM£D SrC4VE N E30Si.VGG OLINDEN nFRTrNFIasu.c GF OJND COVER C7 �" , '` {IEW IA5 PARaNc TrfW tiGc , oco :S L. c•ry r J c J4 m" o0 50` WETLAND SETBACK ^ `'-- L L TRANSITONN cu ( L ) c� TRANSITION" <7 ,�.,, .m.. .•,�, „� "W1 4r"). `L`L�3 P HC lY MOG G £w YGC� � Gy .,,. NE VGC RB 9' ONG T.riowa44ei........ LO NEW 1120.31' NEW wCC . 4c R NEW WIC NEW EMERGENCY GENERATOR 'b t�O' �re.TLAN© '"]� q s s ;t ,_.- — -.. . ..,' '+. ` q,A, Law Lqw tow tow taw NEW VGC TRANSITION ^. ALK CII 10:W CONCRETE PAD WAYNE SIRE l NEW CAST RV PLACE Air 4y' -- c, LLNTI AND taw—.. / CURB(6'LONG) (5 FTiMOE) W/BOLLAI67S(8) SURFACE TILE z4a so BATASCgTIiunp4s,lfiNc «' WAYNE STREET - l.rn VLOW x -w„ / NEW FLUSH V'GC Vol CHELMSFORD,MA —�Te__- tow tow tow Cn CHU -—MIN ----'"_ --t Y. �U` -_1 �� 1'* NEW CAST MV PLACE REPLACEABLE rn -2' TACTILE WARN6NG SURFACE TILES ?O� 2Q0' m 3X� `(,� I m 1 FJ 5-24'x60'&I-24'x36'BY pRE.p RIIER18 FROo�IT AREA m m �R/�S r ADA SOLUTIONS,CHIISFORD,MA t ftFR --� :4k 11 / A ID m Iz 1 0 m y WETLAND I Tilde: L.�.J DELINEATIONS m H L'J SITE � J— r� LINE CST 7> t-u Lau F°--- ?A ? LAYOUT AND �� LAYOUT AND MATERIALS NOTES: LAYOUT AND MATERIALS LEGEND: MATERIALS c/:) 1. THE EXISTING CONDITIONS SHOWN CNN TFHIS-PLAN WERE PREPARED 6. IMF FINAL LOCATION OF THE NEW UPUTY POLE TO BE DETERMINED PLAN FROM A SURVEY OF THE SITE PROVTDEO BY THE.TOWN OF NORTH BY THE UTILITY COMPANIES.SEE THE SITE LANDSCAPING PLAN FOR NEW BU. NG t ANDOVER DEPARTMENT OF PUBLIC WORKS. CONSULT WITH THAT THE LAYOUT AND DETAILS OF ALL PROPOSED PLANTING AND PLAN FOR BENCHMARKS AND DATUM. LANDSCAPING. Scale: t" m 2Q' 2- THE CONTRACTOR SHALL STAKE OUT ALL IMPROVEMENTS FOR 7. FOR THE FLOOR PLAN,ELEVATIONS AND DIMENSIONS OF THE NEW BITUMINOUS CONCRETE PAVEMENT APPROVAL Of THE ARCHITECT AND CIVIL ENGINEER PRIOR TO PROPOSED BUILDING SEE ARCHITECTURAL PLANS BY CSS ARCHITECTS, IMPLEMENTATION. we, Dale: V MAY,2016 1 THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND B. FOR LAYOUT OF EXPANSION AND CONTROL JOINTS IN ALL CONCRETE % NEW CONCRETE WAUt/PAO(BROOM FINISH) CIVIL ENONEEfR IN WRITING OF ANY DISCREPANCIES BETWEEN WALKS AND PADS SEE THE LANDSCAPINO PLAN. THE ARCHITECT DRAWNGS AND FIELD CONDITIONS PRIOR TO AND DURING WORK. ANY SHALL APPROVE THE JOINT LOCATIONS PRIOR TO THE WALKS AND NEW CRUSTED STONE GROUND COVER Drawn: W.A.J. FIELD ADJUSTMENTS ARE TO BE APPROVED BY THE ARCHITECT AND PADS BEING POURED. ENGINEERCIVIL 4- DIMENSIONSSSHOWN ARE OTO DIEM EDGE ROF PAVEMENT,BACK OR FACE 10. FOR CONSTRUCTION DETAILS SEEASHEM C--6A,DCI 68,NC-6C&C-6D. -FP NEW FLAGPOLE Checked: WAMC OF CURB,FACE OF WALL OR BUILDING. ALL LINES ARE 11, SNOW STORAGE FOR THE SITE TO BE LOCATED ON THE SITE OR PAVEMENT *LP NEW PARKING LOT LIGHT&POLE PERPENDICULAR OR PARALLEL TO THE LINES FROM WHICH THEY ARE UPGRADIGHT OF THE STORMWATER TREATUENT SYSTEM. ALL DRAINAGE Project No: 1165 MEASURED UNLESS OTHERWISE INDICATED. STRUCTURES ARE TO BE KEPT CLEAR OF SNOW. EXCESS SNOW SHOULD BE + NEW PAINTED STEEL BOLLARD 5. WHERE NEW PAVEMENT MEETS EXISTING PAYMENT,SAW CUT EDGE REMOVED FROM THE SITE, OF EXISTING PAVEMENT AND MEET LINE AND GRADE OF EXISTING 12. TOTAL PARKING ON THE SITE FOR THE BASE 010 AND BID ALTERNATE I5 26 ///''''''���rrr rrryyy A PAVEMENT WITH NEW CONSTRUCTION, REGULAR SPACES(9 FT.X 18 FT.)AIRY 2 HANDICAPPED ACCESSIBLE VAIN ,^ SPACES(9 FT.X 18 FT,), THREE ADDITIONAL SPACES ARE AVAILABLE ADJACENT TO WAYNE STREET FACING THE EXISTING BUI UG,HOWEVER THESE ;rep;noles'Ynd attached SPACES REQUIRE BACKING OUT INTO WAYNE STREET, FOR PARKING SPACE 20 49 60 LINE PARNTRIC/STRIPING AND STEROiUNG REWaREIAE14TS SEE SPECIFICATIONS ' '-- _"`-'-- •SiCE".tches fw di anges to svor; NOTE P DR NN OrN FSLTEGTEa CONTRACTOR WILL NEED TO FILE A NOTICE OF f` IMPROVEMENTSIhNTErrT FOR COVERAGE UNDER THE USEPA CONSTRL/CTIQN GENERAL PERMIT„_I PREPARE A 5 LION PREVENTION PLAN(SWPPP)TO BE IMPLEMENTED DURING CONNSTRUCT04 IF TT1E BED AI IERNATF \ / TO THE PUBLIC I. iI V A CrPTEO ..,� /, WORKS. NOTE: ILL SONSUif FOR C PR WNNC WITH ALL OF THE REQUIREMENTS AND BUILDING CONOiTIONS OF THE NOTICE OF BECISION-SITE PLAN TNFVIEW RAlE4 P1LJ_5-2difi FOR TriE PTiQ TT ISaJED BY THE TOWN OF tMIE AIWYER PLANNING BOARD AND THE ORDER OF 0ONNI1!1A!5 MADEP FILE k29LM1._DA1F� 1(Y.15.2016 ISSUED FOR l}sE PRO ACT BY THE TOWN OF NORTH A17DOVER \ /^�/^+(� /^�/� 'A/ // BROOK �VApo C(Ndi�IS51Q(!_EXCEPT.E�SPECIAL COMM 12 OF THE SITE PLAN REVIEW AND CmDHIONS Cl.Jl.�f7'CH"FE VV I C � 51,53 AND 62 OF DIE ORDER OF C0NwX1I�NS WTiICM._NSTI EfP TH E l2E PONSAMIX OF THE OWNER, LRAIT OF Ft_OOD HAZARD AREA EL.®94,2:L PLACE 14EW COMPOST FIRED '-'-WETt.7 FILTREXX SOXX BETWEEN DELIN BLOCK WALL AND LINE _ JERSEY BARRIERS LIMIT OF FLOOD RELOCATE 12 GOXNCKTE ROCKS- WETLAND ELINEATION LINE NEW STORE RJPRAP i HAZARD AREA APRON 5 FL LONG (2`X 2'X 6`L FROM RAMP a RELOCATED CO4NCREiF X 5 FT.WIDE AND EL.=94.5 L 47 SALT SHED)TO FORM A BARRIER �, .ERSFY BARRFFRS ti UP SLOPE 3 FEET. NORTH ANDOVER, MA 2 BLOCKS KOH.PLACE BLOCKS '�` \ 3 INCHES APART FOR DRAINAGE. v. - �� PIPE END-•..�," �. i ,.THEE SERIES �'� Revisions — .._... _ _ —x-� _x__ --x-- x - x--U--x--- _ x _ —x _ Y�r _'xA-` EE(t€ Date Deacr tbn BY RELOCATED CONCRETES r _. ,�--�^-• "`- � 1116 ddEV!PER NACC ROU JERSEY BARRIERS ""�~"" .. . `'' `° "'''"�`� END OF LOG,- � .^ t ME BY: .C � �� 2 6 2f 16 .PER NACC ROC I - BERMI +- I- I I+ �1 _5 VIE T A f l b0' 1 3 6 30 E6 REY PER—RAM RCC j ' '� '� 4 9 i4 16 MIED FOR B'SITAWC WAJ / ,... --- I I I. f "I---f _ CUIaCRETE OME WAY g Ram 900 B.GO 9.00` JERSEY BARRIERS R=45` .. '. "�. 'i ,. dry - -- .. Ct? ,T62Qti O — / __" — _ �• 0 WETLAND SETE� ! -- O FLAGE.NEW COMPOST FILLED-4 VYHEAVY '« 1,- .. .. �? FI.IREXX SOXX BETWEEN NEWBIT.CONC.. DUTY- "-- B° '� tNEW' tNFw BIT GONG 0 ry �.00K wAIL AItD W I T14 f1RJ.SF2LTl Ca1WCRETE BLap(S • F#AYt DUlI' �'-""` BERM . .,i� Ir) CSS ARCHITECTS INC. NIF TOWN OF NORTH ANDOVER JERSEY BAaRERs 2-m"' P au•aw yam• cn z`X Y X 6'L Ta BE R€LOCATED Br.GONG. `-- — . AS SNO'Atl DN T}pS PLAwF, 6 MALE �TF' I _ W .` eu4e9 w 2 Bvile Job dJ�j (IAAi7 94, LOT 2) L SCXE BtTO9(s Ta BE PUCEI) a L4� C1" €�L'�- ® W.I.n id..A.1M \ / Ou-SITE-AS PECTED BY D iow « «. ery� 384 0%000 STREET •,,, I I OWR .. `�--EXySi.STORAGE ," `-SAW CUT EXMSTVfG C7 j LOT AREA 155,E13t S.F. / j PROPOSED $ TO BE REMOV€o. BIT.Ga+c.PllarrT U Im83 w6 nF (1STO� — -®mmm---- m.�m RELOCATED dd•'tr ®mom y�llla .. �i 0—IN �.. NUdNEERINO CONCRETE ` - ""'" ' ..... PARTNERS LLC, JERSEY BAAQ ti�� . -NE1t Kt 106"It`Nf AND (IUFFER.40M soar v MAOI OI-1 61 s . .V �^ QI" _—_(�--. W� n f.W 01801-iAbt 3� R DUTY j RELOCATE 72 CONCRETE BLOCKS ��1 �, �E.� CORD S ee�ow roaaii<vm.®flo.Gon« (2-X Y X 6`L FROM R:MP d - f 97.35 SOILSH CUT DOSTING SALT SHED)TO FORM A RAR `"\. - ��x .. C) - BLL R R CONIC.PV1WT LLa` c 2 BLOCKS HIGH.PLACE ROCKS __ 3INCHES APART FOR DRAINAGE. y'_-'-".` �, '"�. •�. „" 9.6'# N 28'QFJ� 2�� ,.:11 a.J'1�. .., ca s j " -- emu...-�., —_ _ - PLACE.NEW COMPOST FRIED C IR=24.2 -.;_.y.� ...-... . ..._..� �,.-.�.,�„._:T G W A Y E STREET FILTRE'XX SOXX E W EN / .� j I l 1`k"� _. '�.„,x--•- x— x— —x--^ --'x_" �.._x �y / �` [� BOCK WALL AND A ti NEW kIEAYY v " V V A Yl V E V TREE "JERSEY BA,RIYSERS ^ - I I %�' Duty BIT. '-- .,,,, AM EDGE C8'NEW PAVEMENT PATH I � LIVE OF€T0'STING PAVEMENT F Low _k I t �V/ ��++��� er Nis-BL1111 /30/201 LyJ 200` K L h��t7 RELOCATE 42 CONCRETE ROCKS l.iJ RItiERF"ROIdi AREA ® -./`�"rt � I-- F- _ (2`T Y X 6`L FROM RAMP a _ F� w _.. _____ STREET _ r ALTERNATE it1 SALT SHED)TO LACE a BARRBLOCKS R .�� ---. - ---- "'-` (� ,`y,� Title: I BOCK tNICH.PLACE BO(7tS � W (� `¢� - ��'``y.-`, ,, "` h C_ 2 FEET APART I-� `-� F-- .` -�'•--.r'•--'`"`�.--"w--. -,I.", C--15 C��f I�f "'� f/3 CL- .C" SERIES RELOCATE 42 CONCRETE BLOCi4s- � �� � / SITE cm r_,- � (2'X Y X 6'L FROM RAMP a LAYOUT WETLAND SALT SHED)TO FORM A BARRIER AND LAYOUT AND MATERIALS NOTES: DELINEATION F BOCK KC?L PLACE Baas LAYOUT AND MATERIALS LEGEND: MATERIALS _.._.._...._ --_-_�.. I IAIC 2 FEET APART. FLAN 1. T14E EXISTING CONDITIONS SHOWN ON THIS PLAN WERE PREPARED 6, THE FINAL LOCATION OF THE NEW UTILITY POLE.TO BE DETERMINED NEW BUII.IXNTG FROM A SURVEY OF THE SNE PROVIDED BY THE TOWN OF NORTH BY THE UTILITY COMPANIES.SEE THE SITE LANDSCAPING PLAN FOR ANDOVER DEPARTMENT OF PUBLIC WORKS. CONSULT WITH THAT THE LAYOUT AND DETAILS OF ALL PROPOSED PLANTING MID PLAN FOR BENCHMARKS AND DATUM. LANDSCAPING. Scale: 11 - 2U' 2. THE CONTRACTOR SHALL STAKE BUT ALL IMPROVEMENTS FOR 7. FOR THE FLOOR PLAN,FL.EVATIONS AND DIMENSIONS OF THE NEW BITUVIFOUS CONCRETE PAVEMENT APPROVAL OF THE ARCHITECT AND CIVIL.ENGINEER PRIOR TO PROPOSED BOFLDING SEE ARCHITECTURAL PLANS BY CSS ARCHITECTS, IMPLEMENTATION. INC. Date: 27.LAY,2016 3. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND B. FOR LAYOUT OF EXPANSION AND CONTROL JOINTS IN ALL CONCRETE NEW CONCRETE WALK/PAB(BROOM FINISH) CIVIL ENGINEER IN WRITING OF ANY OISCREPMOES BETWEDI WALKS AID PADS SEE THE LANDSCAPING PLAN. THE ARCHITECT DRAWINGS MID FIELD CONDITIONS PRICER TO AND DURING WORK- ANY SHALL.APPROVE THE JOINT LOCATIONS PRIOR TO THE WALKS AND NEW CRUSHED STONE GROUND COVER Drawn: W.A.I. FIELD ADJUSTMENTS ARE TO BE APPROVED BY THE ARCHITECT ATD PADS BEING POURED. CIVIL ENGINEER SHOWN ARE TO THE EDGE OF PAVEMENT,BACK OR FACE 10. FOR CXXISTRUCWI DETAILS SEE DRAWING SHEETS C-6A C-66.C-6C&0 60. FP NEW FLAGPOLE 4. DIMENSIONS Checked: WATIR. C OF CURB,FACE OF WALL OR BUILDING. ALL LINES ARE 11, SNOW STORAGE FOR THE SITE TO BE LOCATED ON THE SITE ON PAVEMENT *LP NEW PARKING LOT UGHT h POLE PERPENDICULAR OR PARALLEL TO DIE LINES FROM WHICH THEY ARE UPGRADVENT Of THE STOtUNATER TREATMENT SYSTEM. ALL DRAINAGE Project No; 11 L55 MEASURED UNLESS OTHERWISE INDICATED. STRUCTURES ARE TO BE KEPT CLEAR OFSNOW. EXCESS SNOW SHOULD BE OUT, NEW UIIUTY POLE. 5. WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT,SAW CUT EDGE REMOVED FROM THE SHE, OF EXISTING PAVEMENT AND MEET LINE AND GRADE OF EXISTING 12. TOTAL PARKING ON THE SITE FOR THE BASE BIT AND DO AL.TUNATE IS 26 • NEW PANTFB STEEL BOLLARD PAVEMENT WITH NEW CONVSTRUCIIRI. REGULAR SPACES(9 FT.X 18 FT.)AND 2 HANDICAPPED ACCESSBE VAN ,,,,,,,, SPACES(9 FL X 16 FT). THREE ADDITIONAL SPACES ARE AVAILABLE p .1 ADJACENT TO WAYNE STREET FACFMG THE EXISTING BJ'IDiNG,HOWEVER THESE. 1T'TS(,a,T.Y�.G'C4 as REWRE BACKING OUT INTO WAYNE STREET. FOR PARKING SPACE 20 0 20 N0 >§J LINE PAINTING/STRIPIIG AND STEHaUNG REQUIREMENTS SEE SPEOHCATTCPNS. designed SwTTL,,G.1 tl&T PRIOR TO THE INVITATION OF WfIRK THE s F 1Lp 4t TRA41Q12.-y11:L_NFEo ro FiLe A NOTICE OF IMPROVEMENTS BPiIENLE4RT1k>Ty9fiC UlJ.4C13 TI1C USEPA COrNSTRUCT ON GFWERAL PERMIT 4r1p PREPARE A STORMWATEft PfA1UDQN FRL,VTNTION PLAN(SWPPP)TO BE IMPLEMENTED DURING CONSTRUCTION IF THE 810 ALTERNATE TOTHE PUBLIC LAST EED IS ACCEPTED. NOTE: THE CONTRACTOR'SHALL BE RESPONSIBLE FOR COMPLYING YNTH A!i�O"T}iE RE�IIBTI�T;113S AND, -5M1-1 WORKS CONDITIONS E N4ilCE DF OEgIION-SITE_PLAP1 IIEV4[;Wr_O,dITEO rJLY 5 012 6 1HF Pa T I RIM-=96.94' BUILDING IfY_1H[,_T,Oh9y_ NORTti_ANdOVER PIANWII,1399D ID THE i1RDER QF CONDITIONS,MADEP FrLE INV=92.85' 12" PVC INV.=88,43' 1242 158� DATED DULY 15 2016 ISSUED FOR THE PROJECT 4Y THE TOWN OF NORTH ANDOWR X. (M5ffl4ATION COMMISSION EXCEPT FOR SPECIAL CONDITION 12 OF THE SITE PLAN REVIEW AND CMITTONS SMH 51 53 010 82 OF THE ORDER Of CONDITIONS WHICH WLL BE THE REtP4NSAB1!TY OF 11C 9WT1Eat LIIMII OF FLOOD HAZARD AREA DMI`I (RIM DAMAGED) RIM=98,03' EL.=94.81RIM=97.62 INV.=88.43' INV,=93,41' 12" RCP IN COCHICHEWICK BROOK RIDM1=97,70' WETLAND _- -.- WETLAND DELINEATION LINE GD - ( RIM-=97,66' DELINEATION (APFaROXtt�fA7E (.00A7ION) _. ,~LINE _-_ _._ ._ ___ -_ \ CONCRETE SpCS 9.3.83' 12" RCP HEADWALL CONTROL. b _ _- Q O 48" RCP MATCH Erlsl: INV.=91.57 GRADE STA#21 NORTH ANDOVER, MA 1F3 SERIES - SLOPE WALK 10MATCH SLOPE Revisions -1 --`---_ '_ � Emll AeM.1� No. Dot8DYPoon'*'+ , -. � 'C N ,/ Y 2 6 24 I6 REV,PER NAOC ROC �.> eels � say. �RB RGC e1=67. i.3-i 3 sja9�lsuPERwwu _ 4 9 14 16 WO FOR WAJ INV.--93.93 �_ J2ry 12" VC INV.-94.6$ ACI<' 50' WETLAND SETBACK _- ^m» MATCH MST. PNIH GRADE N1F TOWN OF NORTH ANDOVER�. .� / i 6,1 RESET' RAI /C IM .9 .06, a ( lE'I�11rI QTa?ME...r�1L BC.J�✓,_DI i EXISTING ONE AND TWO STORY BUILDING 697.55 s9.55 '''-CAPQ 2 9a92 s916 INV.=87,69' CSS ARCHITECTS INC. 9.53 , Csi ^. 8.80 9624NO ;I O '-R p �.�'^ ': +or ae,a"c"„rro"e / C 9 GGnh L,.. PA{��{(� �b5 s9.TB I r TrJGk�ILi g ft _... 3$ QSC- 15 STIR ET STAND f 1PF W1 IH J �� l' g�.Va,;J TING STORY oe OF PAD Ti YtiIJY�IrJ' U 995t ^ <It G 99�)8- 92 9Y.82 9 3 ® o.neino z.e.sr.s a LOT AREA 155 813t S.F. eL 9PAD 52 99 T �� z? � "�k.,,.I�,�A arum �- METAL. F�d.JILDING GUARD RAIL_ CONCRETE g 5%48 2$T 1, ss,°a5 ` !M * , s 4i.» GC 27 F'AD TOO-RIVERFRO,NT AREA 955BUI LNG 99,32 99 m m:.� ....m......m....a"......... ;11 - 9.54 _,_.---SLOPE WALK TO ....m.....mmm ..+e+••a.w @° . mmmm.. . aw.1 7 - 'I f }} .63,. I ! !/ MATCH CUM SLOPE O l FF-99,57' 9s. ;. ( ml�" ,� s.46...........w - - 9 9 99J •aa� f C' FF=9g.59 �� " '"` RAMA ENOIhEERIN4 � I 99 99,6 5 m.. . o l ° "� 0LINDEN '� _ P�+,R.TnIEG7E -✓i 1"9°k41„ 1! 84A5 y9B. .,.� ./ da°:. tAtPtpTiG MATIA L II / z 9s.s6 / cis G=s965 9s.5 DMH ' Sao r a e "r®..S.R.oroo t � y Wob MA 933.3 1851 to 5O' WETI_ANI) SE TIIAGIC _ GRADE > j. s : n� _._ s � - C yy, - .. - -=`. .._�,___._ _.-... ,- 99, ! 99.70 EG-9.8M8 EO-Ir�91g5+r '"1 to'N RIM' 4Ti'r) 7O r tvul sNT raTr .__, -•�-,_$ _'•. Itt=_ 5 x Emoil,roav'�unoa..a,.o...o,n .� r _ _ 9 _ OUT INV.-92.98 GPI - 9 m ► RESE seal T IN INV,=93.10 EG=ssiD wM TG �Pfl1T,IdE1PV l 99.5 .,4 D E 99.7 a / - RIME CUT FAS - - I _ > *� s- 9T_ T EG=9s.Gs y rETL - A '& -s sco s _...,,._,._.-�+y s --s s ------- s Q s �..j 1.,. 1 "�1 ti,t" r), ' 1 r 4°rr U ^MI GRADE 154 \ i X 11 LI T �` TI AND - - _ D~_ 0'N �O EN L4'N y WAYNE STREEET1 s LOW W F31T. CaNC..y„ ATCR E., WAYNE STREET 4 �' PAVE�dE1tT� RINTGR , b I-' `4w LGN LOW LOW -- ��OW / I C..._ 9g SOR ✓y � �rtlr}f� f _9j_ .. ✓ 7' (l)ti ti ,. v- cog 9' THE ._,SOX ,. � L < �__- Gr7 Imo. of /"7`✓1 +err C ti. w 3! c \ JME1DTI RIM= 1 sMHI2 IN 97.97' 201), ��c.1 SMH . . m /?/ S L }1m2 IN INV.=37.981 NV. OUT=8T79 � trtR°� RIM-98.6'1 . I- c ' RNERFRONT AREA �, n* RIM-97.98 RIVk1 ... iITA�E 1. aGl R�.G w ET, L_�L� h I c� 24"' PVC INV.=86.3 G� Lu n_ I.� SMH WETLAND R/I +� T E3 INV.=9O.5 of ` cn rn OUT INV.= 87,37' Title: -- t. 1= _ RIh=O0.15 DELINEATION / Fri 1 A IINV.=93,7 C 3 K!� </� SM1.1 LINE i iA SITE RIM=983,3 n C7a GRADING GRADING LEGEND: 24" PVC INV.-=86.6 PLAN EXISTING GROUND CONTOUR 8" PVC INV.=90,4 "TOWN OF NORTH ANDOVER ` 9- GRADING NOTES: DIVISION OF PUBLIC WORKS PROPOSED NEW 1 FOOT CONTOUR GRADING THE EXISTING CONDITIONS SHOWN ON THIS PLAN WERE PREPARED FROM A SURVEY OF THE SITE PROVIDED 9. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHALL BE CONSIDERED APPROXIMATE AND a••+., 9&5 s- '`• PROPOSED NEWT 2 FOOT CONTOUR BY THE TOWN OF NORTH ANDOVER DEPARTMENT OF PUBLIC WORKS, CONSULT WITH THAT PLAN FOR MUST BE VERIFIED PRIOR TO ANY CONSTRUCTION OR EXCAVATION ON THE PROPERTY. ALL I Scale: 1° - 201 BENCHMARKS AND DATUM, UNDERGROUND UTILITIES MAY NOT BE SHOWN ON THESE PLANS.THE INFORMATION SHOWN ON THESE 2. THE CONTRACTOR SHALL STAKE OUT ALL IMPROVEMENTS FOR APPROVAL OF ME ARCHITECT A140 CIVIL PLANS IS NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL CONTACT EG=99.25-� EXISTING SPOT GRADE ENGINEER PRIOR 10 IMPLEMENTATION. THE:RESPECTIVE UTILITY COMPANIES AND THE TOWN OF NORTH ANDOVER DEPARTMENT OF PUBLIC Date: 27 MAY,2016 3. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND CIVIL ENGINEER IN WRITING OF ANY WORKS RELATIVE TO THE LOCATIONS AND ELEVATIONS OF THESE LINES. 9945 01SCREPANOES BETWEEN DRAWINGS AND FIELD CONDITIONS PRIOR TO AND DURING WORK. ANY FIELD 10. AS REQUIRED BY MASSAC14USETTS GENERAL LAWS,CHAPTER 82,SECTION 40 AND CHAPTER 164, 9695 1 PROPOSED NEW SPOT GRADE ADJUSTMENTS ARE TO BE APPROVED BY THE ARCHITECT AND CIVIL ENGINEER PRIOR TO IMPLEMENTATION, SECTION 76(d),THE CONTRACTOR MUST CALL-DIG SAFE'. TELEPHONE NO, 1•-888-344-7233.AT Drawn: W,A 1. 4. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES IN GOOD CONDITION TO ENSURE LEAST 72 HOURS PRIOR TO ANY EXCAVATION OR WORK ON THE PROPERTY IN ORDER TO HAVE ALL LOW LIMIT OF WORK LINE PROPER EROSION CONTROL UNTIL ALL WORK HAS BEEN COMPLETED„ALL PAVED AREAS HAVE BEEN PAVED EXISTING UTIUTY LINES MARKED OUT. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT Checked: WA1Ax,G,C, AND ALE,LAWNS OR VEGETATED COVER HAVE BEEN ESTABLISHED, AND EEL ENGINEER IN WRITING OF ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS SOXX STAKED 12" COMPOST FILLED 5. THF,CONTRACTOR SHALL GRADE EVENLY RETWEEN THE PROPOSED CONTOURS AND THE PROPOSED SPOT PRIOR TO A14D DURING WORK. GRADES. THE MAXIMUM EARTH SLOPE SHALL BE 3 FEET HORIZONTAL FOR EVERY 1 FOOT VERTICAL. H. IF ANY EXISTING UTILITY LINE OR SERVICE IS DAMAGED BY HiE CONTRACTOR DURING THE PROGRESS OF Project No: 1165 FILTREX SOXX I PROPOSED GRADES TO BLEND SMOOTHLY WITH EXISTING GRADES. NO SLOPE IN THE HANDICAPPED PARKING 711E WORK IT SHALT.D£IMMEDIATELY REPAIRED OR REPLACED AT THE CONTRACTOR'S SOLE E%PENSE. SILTATION CONTROL FENCE AREA OR THE ACCESSIBLE ROUTE SHALL EXCEED 1.97 IN ANY DIRECTION, X TO THE SATISFACTION OF ARCHITECT AND O41L ENGINEER AS WELL AS THE UTILITY COMPANY. WITH STAKED 12" COMPOST 6. WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT,SAW CUT EDGE OF EXISTING PAVEMENT AND MEET LINE 12. ALL UTILITY COVERS FOR STRUCTURES LOCATED WITHIN THE PROJECT LIMITS WHICH ARE NEW OR ARE �� FILLED FILTREX SOXX AND GRADE OF EXISTING PAVEMENT WITH NEW CONSTRUCTION, TO REMAIN SHALL BE ADJUSTED TO FINISH GRADE, UTILITY COVERS INCLUDE BUT ARE NOT LIMITED To, 7, ALL SOIL STOCKPILES SHALL BE SURROUNDED BY STAKED HAY BALES OR A STAKED COMPOST WATTLE, CATCH BASINS FRAMES AND GRATES,MANHOLE FRAMES AND COVERS,GATE VALVE COVERS,CURB STAKED STRAW BALES STOCKPILED TOPSOIL SHALL RE SEEDED WITH ANNUAL RYE GRASS IF LEFT OVER 30 DAYS TO MINIMIZE STOPS,HAND HOLES,ETC, .`See note,,,I 'dttTIC:17.ed EROSION ANO PREVENT SILTAIION. 13, SEE EXISTING CONDITIONS DRAWING FOR ADDITIONAL NOTES. VQ_........ /0 � 8. SEE THE SITE LANDSCAPING PLAN FOR THE LAYOUT AND DETAILS OF ALL PROPOSED PLANTING AND 14, FOR CONSTRUCTION DETAILS SEE SHEETS C-6A,C-6B,C-6C 4 C-60. I r-r-r-r-r """"""' "'o ' sketches for changes to LANDSCAPING. NOTE' PRIOR TO THE INNTIATIOV OF WORK THE SELECTED CONTRACTOR WILL NEED TO FILE A NONCE OF IN l IMPROVEMENTS NT.FQ_R CO.y!ERAC�E_k DER T}1E U�EPA C(NVSUNUCIMPV GEPVERAI PER1dIT AIVD PREPAY A STORMWATER d ATION a1 IMP FNTFa a INN C�Xas�Rlrr�no�11FIT E_BSID TO THE PUBLIC FOR 111 SALT STlEO IS ACCEPTED, `" WORKS NOTE; �_TRACT9TI_�1AEL I}E RE PONSdBLE FOR COMPLYING WITH ALL BE THE REMREMU0 APNQ BUILDING OF THE NOITCE OF DECI - PLOP-{Rflt -- }]1I,Y 5.,,,.,2p1QFC� 22Q_,ECT-I5U� w BY THE TO'ATV OF ldOR1IT ANDOVER PLANNING BOARD AND THE ORDER OF CONDITIONS.MADEP FILE t_Z42 ikD1._EA]Ep DULY IS 2016 ISSUED FORTHE PROJECT BY THE TOWN OF NORTH AN � � � CQCHICHEWICK BROOK _ _ #EXCEPT FOR SPECIAL COTMXN VDI 12 OF'DIE SIZE PLAN REVIEW AND AND COPr'piT10IdS �51 53 AND 82 OF 1tiE Q GF3 OF.. S#TDITLSiY APM—-AEJHE RES3'ONSABII!IY BE THE_-MVER. / LIMIT OF FLOOD HAZARD AREA EL.=94.2 : --36" CMP WETLI INV•=92,01 DELIN 36" CMP LIMIT OF FLOOD LINE INV.=90.90 WETLAND DELINEATION LINE F HAZARD AREA ryN� I EL.-::=94.5:± NORTH ANDOVER, MA SERIES 9&s 9&s RevIslons No. Date i Desoription 13 �W x..- - \ ,.. r / ,,,a.�:.._;,,,._-._......, ,__._ -- _ --Tr~^ � Y 6 N I6 .PFR NACC RGC �.�--_."' �lEl�� f3A _ -__ rCy k / IC I JERSEY BARRIERS 1 - ��9825$� 96.75✓6,5 9g. N .f 451"9$20 ,NEfS 9 65�9&70 .-WEg D. C 3 Y30 16 REV.PER NAPS ACC 967s 98,50, 9&a7 ,. INLF s9,00 ._._ T`�r'°�".«�^"r,v"'�"�4 96�6 -_ ry 98..25 .. 99.5 n f� 9]SO _ _ i f2E��IfING �AP L �js� 966sd R s9ph / rr0,WETLANL)�aETEACVf' I � / r 1 - "�'. : •. 9R I w... ,�.. . � ,. ..94'00. J.00 I ._...:u'..., .. '",»�' :I.'�`:�. d.W.'� r 1' 96,$$ ,�,.C. L„� , NtF TOWN OF NORTH ANDOVER . $� QD 5 '�s65� g6<Q �� ( I, 100,00 � 1 r c .E301 i„/4RDS� w CSS ARCHITECTS INC. (tdAP 94, LOT 2 N' <a I 4 { n E Y 1 9a sb EC 9as79 66 T �A, P&F9.t .. z m —Aid -.— ! 9&20 .,. .. 9 f // <' ., C tl,l ....._..._.... ._ evuml u z s rye aoa 384 OSGOOD STREET ¢ � `1�, 3 l 9aeo ' " 9a,fis ., ,I. 9a?5__ TP S P Ca" IdP ANT Q fif ". 1t.°M.:°gi n q ! (a,PROP SED G ea - SCE 1 z_o"LOT AREA — 155,Bt3t S.F. � (- - � U AXIS `C f'��T l ' 1ST RY ra,R 8bILDING 8.zs } - ' A 1, iu - `°' h IZF TE I0I,AQ 99.sD �� vur0 -P rrn �t a.., '• �.wr. ..��C70; w�m. �99. .BJIL 1NCa... F LL . c �y t c.i F`F-�J9,5t ►IFS P'EracINEeRINc ��ry* twltl / 8 O LI I V D E I V PARTNERS LLC .rbu f .. 4=9 6 `�, (yam' 100 TendaC¢nter,9�Ila.7. F tT rd � •, � t0,��n pUFFFR.,0 E ,1� F� (I srIED 0 g�a � '�-- ! .. // ".. . EG=9&81 _j r i;(N aas 371 --r. .. ..'w,. 'tr �``^ F..;(701)aa7'-127'7' ` er t '`•✓ GlI ., (Yy�• (,'J (..) G Em'It:Iapaffrwdennnll,+=+PnY 9 p moo 9950 99p0 Ot &sp 90� 9ai0 a ' �9g _ MATCH EAST 98 .�. 98" 9800 9 Do:,. 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THE LOCATION AND ELEVATION Of ALL.EXISTING UTILITIES SHALL BE CONSIDERED APPROXIMATE AND 9$, ,,,•- PROPOSED NEW 1/2 FOOT CONTOUR BY THE TOWN OF NORTH A14DOVER DEPARTMENT OF PUBLIC WORKS,. CONSULT WITH THAT PLAN FOR MUST BE VERIFIED PRIOR TO A14Y CONSTRUCTION OR EXCAVATION ON DIE PROPERTY. ALL Scale: T" - 20' BENCHMARKS AND DATUM. UNDERGROUND UTILITIES MAY NOT BE SHOWN ON THESE PLANS. THE INFORMATION SHOWN ON THESE 2. THE CONTRACTOR S14ALL STAKE OUT ALL IMPROVEMENTS FOR APPROVAL OF THE ARCHITECT AND CIVIL PLANS IS NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL CONTACT EGa99.25 EXISTING SPOT GRADE ENCINFER PRIOR TO IMPLEMENTATION. THE RESPECTIVE UTILITY COMPANIES AND THE TOWN OF NORTH ANDOVER DEPARTMENT OF PUBLIC Date: 27 MAY,2016 3. TINE GOITRACTO2 SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND CIVrL ENGINEER IN WRITING OF ANY WORKS RELATIVE TO THE LOCATIONS ANDELEVATIONS OF THESE LINES. 99.46 DISCREPANCIES BETWEEN DRAWNGS AND FIELD CONDITIONS PRIOR TO AND DURING WORK. ANY FIELD 10. AS REQUIRED BY MASSACHUSETTS GENERAL LAWS,ONAPTER 82,SECTION 40 AND CHAPTER 164, 46,gg "� PROPOSED NEW SPOT GRADE ADJUSTMENTS ARE TO BE APPROVED BY THE ARCHITECT AND CIVIL ENGINEER PRIOR TO IMPLEMENTATION. SEC110H 76(d),THE CONTRACTOR MUST CALL.`DIG SAFE',TELEPHONE NO,1-868­344--7233,AT Drawn: W.A.). 4. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES IN GOOD CONDITION TO ENSURE LEAST 72 HOURS PRIOR TO ANY EXCAVATION OR WORK ON THE PROPERTY IN ORDER TO HAVE ALL Low LIMIT OF WORK LINE PROPER EROSION CONTROL UNTIL All WORK HAS BEE14 COMPLETED,ALL PAVED AREAS HAVE BEEN PAVED EXISTING UTILITY LINES MARKED OTT. THE CONTRACTOR 51ALL IMMEDIATELY NOTIFY THE ARCHITECT Checked: WA.J/R,G;C, AND ALL LAWNS OR VEGETATED COVER HAVE BEEN ESTABLISHED. AND CIVIL ENGINEER IN WRITING OF ANY DISCREPANCBES BETWEEN DRAWINGS AND FIELD CONDITIONS SOXX STAKED 12" COMPOST FILLED 5. THE CONTRACTOR SHALL GRADE EMILY BETWEEN THE PROPOSED CONTOURS AND THE PROPOSED SPOT PRIOR TO AND DURING WORK, GRADES. THE MAIOMUM EARTH SLOE SHALL BE 3 FEET HORIZONTAL FOR EVERY 1 FOOT VERTICAL i1. IF ANY EXISTING UTILITY LINE OR SERVICE IS DAMAGED BY THE CONTRACTOR DURING THE PROGRESS OF Project No: 1165 FILTREX SOXX PROPOSED GRADES TO BLEND SMOOTHLY WITH EXISTING GRADES. NO SLOPE IN THE HANDICAPPED PAR THE WORK IT SHALL BE IMMEDIATELY REPAIRED OR REPLACED AT THE CONTRACTOR'S SOLE EXPENSE '.KING X ammm SILTATION CONTROL FENCE AREA OR THE ACCESSPBLE ROUTE.SHALL EXCEED 1.9%IN ANY DIRECTION. TO THE SATISFACTION OF ARCHITECT AND CIVIL ENGINEER AS WELL AS THE UTILITY COMPANY. WITH STAKED 12` COMPOST 6, WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT,SAW CUT EDGE OF EXISTING PAVEMENT AND MEET LINE 12. ALL UTILITY COVERS FOR STRUCTURES LOCATED WITHIN THE PROJECT LIMITS WHICH ARE NEW OR ARE ��(� FILLED FILTREX SOXX AND GRADE OF EXISTING PAVEMENT WITH NEW CONSTRUCTION. To REMAIN SHALL BE ADJUSTED TO FINISH GRADE. UTILITY COVERS INCLUDE BUT ARE NOT LIMNED TO, LC.SI 7, ALL SOIL STOCKPILES SHALL BE SURROUNDED BY STAKED HAY BALES OR A STAKED COMPOST WATTLE. CATCH BASINS FRAMES AND GRATES,MANHOLE FRAMES AND COVERS,GATE VALVE COVERS,CURB ' J STAKED STRAW DALES STOCKPILED TOPSOL SHALL BE SEEDED WITH ANNUAL RYE GRASS IF LEFT OVER 30 DAYS TO MINIMIZE STOPS,HAND HOES,ETC, EROSION AND PREVENT SILTATIOd. 13. SEE EXISTING CONDITIONS DRAWING FOR ADDITIONAL NOTES, 20 D zD a to& SEE THE SITE LANDSCAPING PLAN FOR T14E LAYOUT AND DETAILS OF ALL PROPOSED PLANTING AND 14, FOR CONSTRUCTION DETAILS SEE SHEETS C-6A,C-661,C-6C&C-6D, LANDSCAPING. III _ I� tI I� ��rr 4+�► III'" ` II O� ♦. I I���► I II I I II I� Ilij�r�r . 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WORKS NOTE: THE CONTRACTOR SHALL BE RE`tiPON9BLE FOR COMPLYING WITH AIL OF THE REWIREMENTS AK BUILDING CQNI11CTJ$._ 1NE NOTICE OF DECISION-SITE PLAN REVIEW-DATED J.ILY 5.2016 FOR FILE PROJECT ISSUEO w BY THE TOWN OF NORTH,A1JaOVFR PLANIJIJG E3QARQ 6pJk TLi _4Rt>TFI9$T F T7t 1242-1561^DATED MY 15,2016 ISSUED FOR THE PRO ACT DY THE TOWN QE lt4RTT1 AIJaOVER \ / /'+�/ / �/ y/}/ / /� BROOK CONSERVATION COMWSSION EXCEPT FOR SPECIAL cOt1QIn9CC t2�THE SITE PLAN REw�W AND CpN¢IT1Qtl$ ` CO4.IHIC 7EV Y'l.,i/\ 51,53 AND 82 OF THE ORDER Of CONDITIONS WHICH WItL BE THE RESPONSATAUTY OF THE OWNER. e' --LIMIT OF FLOOD HAZARD AREA EL,===94.21 36"' CMP WETL/ IN V.=92.01 DEL1N 36" CMf' �......- LINE C 14t17 LIMIT OF FLFLOODco-a-iffz F��1�� . dNV.-90.90 WETLAND DELINEATION LINE Simiot Ci utl [-LIMIT AREA /R� tJ ✓ EL.=94,5_I': NORTH ANDOVER, MA y Ri IB SERIESRevisions m x , '- ? -- =gaaa.. x X - Date sae...-raon By -- 0 � r' ,- i� """ _ .. p"'""' - =_ �--�'.� .__ --�-.-"'- i s u Is REV,PER wACC RGC _-..�� ..-�-- --- -- s� E!>�SE�-��ESA iAJ JERSEY C3ARRIERS �� ,..-^^'�.-- 99.25 gB.59a90 sy' 'I @ NCR . }.� ¢'- -�. 2 6 21 16 REV.PER NACC RCC I NC� [19 9�,.__ 45 99.20 9 / 9870�•? 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DUMf7RTEf2 IN 6' � _ 99.6 PROPOSED NEW i FOOT CONTOUR GRADING NOTES: - ,,,,A 1 1-11 I F71AM=:=g7.15 1, THE EXISTING CONDITIONS SHOWN ON THIS PLAN WERE PREPARED FROM A SURVEY OF THE SITE PROVIDED 9. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHALL BE CONSIDERED APPROXIMATE AND FOOT CONTOUR B,y '' PROPOSED NEW 1 Z BY THE TOWN OF NORTH ANDOVER DEPARTMENT OF PUBLIC WORKS. CONSULT MT14 THAT PLAN FOR MUST BE VERIFIED PRIOR TO ANY CONSTRUCTION OR EXCAVATION ON THE PROPERTY, ALL Scale: 1" - 20' I BENCHMARKS AND DATUM, UNDERGROUND UTILITIES MAY 140T BE SHOWN ON THESE PLANS,THE INFORMATION SHOWN ON THESE 2. THE CONTRACTOR SHALL STAKE OUT ALL IMPROVEMENTS FOR APPROVAL OF THE ARCHITECT AND CIVIL PLANS IS NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL CONTACT EG-99.25'I EXISTING SPOT GRADE ENGINEER PRIOR TO IMPLEMENTATION. THE RESPECTIVE UTILITY COMPANIES AND THE TOWN OF NORTH A14DOVFR DEPARTMENT OF PUBLIC Date: 27 MAY,2016 t 3, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND G14 ENGINEER NJ WRITING OF ANY WORKS RELATIVE TO THE LOCATIONS AND ELEVATIONS OF THESE LINES, 9945 DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS PRIOR TO A14D DURING WORK, ANY FIELD 10, AS REOUIREO BY MASSACHUSETTS GENERAL LAWS,CHAPTER 82,SECTION 40 AND CHAPTER 164, 98 0-11 PROPOSED NEW SPOT GRADE ADJUSTMENTS ARE TO BE APPROVED BY TIE.ARCHITECT AND CIVIL ENGINEER PRIOR TO IMPLEMENTATION. SECTION 76(d),THE CONTRACTOR MUST CALL"WG SAFE",TELEPt401JE 1J0.1-888-344-7233,AT Drawn: W.A.J. 4. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES IN 0000 CONDITION TO E14SURE. LEAST 72 HOURS PRIOR TO ANY EXCAVATION OR WORK ON THE PROPERTY IN ORDER TO HAVE ALL I°w LIMIT OF WORK LINE PROPER EROSION CONTROL UNTIL ALL WORK HAS BEEN COMPLETED,ALL PAVED AREAS HAVE BEEJI PAVED EXISTING UTILITY LINES MARKED OUT. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY TIE ARCHITECT Checked: WVAMC AND ALL LAWNS OR VEGETATED COVER HAVE BEEN ESTABUSHED, AND CIVIL ENGINEER IN WRITING Of ANY DISCREPANCIES BETWEEN DRAYANGS AND FIELD CONDITIONS 5. THE CONTRACTOR',MALL GRADE£VFT4LY BETWEEN THE PROPOSED CONTOURS AND THE PROPOSED SPOT PRIOR TO AND DURING WORK. -SOXX STAKED 12" COMPOST FILLED FILTREX SOXX GRADES, THE MAXIMUM EARTH SLOPE SHALL BE 3 FEET HORIZONTAL FOR EVERY T FOOT VERTICAL, 11. IF ANY EXISTING UTILITY LINE OR SERVICE IS DAMAGED BY THE CONTRACTOR DURING THE PROGRESS OF Project No: 1165 PROPOSED GRADES TO BLEND SMOOTHLY WITH EXISTING GRADES. NO SLOPE 114 THE HANDICAPPED PARKING THE WORK IT SHALL BE IMMEDIATELY REPAIRED OR REPLACED AT THE CONTRACTOR'S SOLE EXPENSE X SILTATION CONTROL FENCE AREA OR THE ACCfnBLE ROUTE SHALL EXCEED 1.9%IN ANY DIRECTION. TO THE 5ATSFACITON OF ARCHITECT AND CIVIL ENGINEER AS WELL AS THE UT)UTY COMPANY. YrlTH STAKED 12` COMPOST 6. WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT,SAW CUT EDGE OF EXISTING PAVEMENT AND MEET LINE 12. AIL UTILITY COVERS FOR STRUCTURES LOCATED WITHIN THE PROJECT LIMITS WHICH ARE NEW OR ARE ���� FILLED FILTREX SOXX AND GRADE OF EXISTING PAVEMENT WITH NEW CONSTRUCTION. TO REMAIN SHALL BE AD-JUSTED TO FINISH GRADE. UTILITY COVERS INCLUDE BUT ARE NOT LIMITED TO, 7. ALL SOIL STOCKPILES SHALL BE SURROUNDED BY STAKED HAY BALES OR A STAKED COMPOST WATTLE. CATCH BASINS FRAMES AND GRATES,MANHOLE FRAMES AND COVERS,GATE,VALVE COVERS,CURB STAKED STRAW BALES STOCKPILED TOPSOIL SHALL BE SEEDED WITH ANNUAL RYE GRASS IF LEFT OVER 30 DAYS TO MNNMIZE STOPS,HAND HOLES,ETC, See notes LTT1I'1 I11 t1T4:Iled EROSION AND PREVENT SILTATION. 13. SEE EXISTING CONDITIONS DRAWING FOR ADDITIONAL NOTES. 50 c;,1{Ctti.1'TCS LCkT'C1Tt1[Y C° I4'k 84 a. 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L1J RNERF M NT AREA RIM 97.02 2 W E- t(E'EE ___.._._-_ �_ __-- ' �- ALTERNATE #1 _� W crT LINE - 24" PVC INV. -d�5.2 l W � � --� - 2 n0 24 Title: CL .. C-15 , T0" PVC CNV,=85.2- L�-1 a C" SERIES NEW DOUBLE Ca �~ SITE CL' R"97.ta I W " ' w UTILITY DRAINAGE AND UTILITY LEGEND: CB of Cl c-I NEW EXISTING ORATE FOR CtJ C'�^ ! WETLAND 1-91.36112"CJ) I.- <Y Cyr NEW DWBLE CB PLAN RIM=96.5/ SUMP=B8.36'WT) .�. I""'"` G3' vE �-` DELINEATION DMH a SMH NEW SEWER/DRAIN MANHOLE _ I LINE C[3 ■ CB NEW CATCH BASIN DRAINAGE & UTILITY NOTES: nJNM�srFR IN r' 7. ALL UTIITY COVERS FOR STRUCTURES LOCATED WITTNN THE PROJECT t1LAIS WINHCFI ARE NEW OR ARE TO REMAM 91M1 B£ i& THE CONSTRUCTION O THE WATER,SEWER AND DHAMAO SWSIEMS SHAM CONFORM TO THE TOARN OF NORTH ROOMER m CB NEW DOUBLE CATCH BASIN 1.. THE MING CONDITIONS STEM ON HIS FLAN WERE PREPARED FROM A SURVEY OF TIE SITE PROV'DED BY PC TOWN OF ADJUSTED TO FN4'SH GRACE: UTILITY COVERS INCLUDE BUT ARE NOT LIMITED TO,CATCH BARNS FRAMES AND GRATES, STANDARD CONSTRUCTION DETAILS AND SPECFICATLOIS. 0/ NEW GATE VALVE W/BOX TO GRADE NORTH ANDOYER OWARTLO41 O PUBLIC WORKS, CONSULT WARN THAT PLAN FOR BEHOWMIXS ANa DATUM. UM40LE FRAMES RD COVERS,GATE VALVE COVERS,ON STOWS,NAND HDUS,ETC, 17. THE CONSTRUCTION O ALL EUECTK,NATURAL GAS AND MMKINE/CCUMUNCATIONS SYSTEVS RIM CONFO0M TO THE Scale: 1" - 20' 2. THE CONTRACTOR ME STAKE OUT ALL IMPROVEMENTS FOR APPROVAL O THE ARCHITECT AND Q14L.ENGINEER PRIOR TO & ALL PROPOSED EXA MNG UTILITY CMCDONS SHORN Ot THESE PLANS ARE BASED ON INFO2MIADON PROVM TO OUR FIRM STANDARD CONSTRUCTION DEIALS AND SPEf7MICAiIk15 OF THE RESPECTIVE UTILITY C UPAO£5 HID NEW FIRE HYDRANT IVAIDENIATKM. BY THE BMQ9D MECAVOCA.AND LLECTKk EN01EK PRO TO CONSTRUCTION THE CONTRACTOR SHAM OBTAIN FINAL. T& SEE SEPARATE F4,NJS BY HIE BUWDMG ELECTRICAL ENOJFJERS FOR THE SIZES AND NUMBERS O ELECTRIC CODUITS, I THE CONTRACTOR RUE.IMMEDIATELY NOTIFY THE ARCHITECT AND CIVI.DNOM N WRITING O ANY DISCREPANCIES BETWEEN Kqwx MECUNCM/EECTTOCM/PLUVBNG PLANS AND COORDINATE THE BURDNG COAT:CIIINS MAONG MANOR ECTO TELEPHONE CGNDITS,.EIIERCENCY GENERATOR COOOIT%SITE UNITING COMES AND SITE UGHTING. Date: 27 MAY,2015 *LP W.ODt NEW LIGHT POLE DRAWMGS AD FIELD CO DITKMS PRIOR TO MD DDRWG WORK ANY FIELD ADJUSTMENTS ARE TO BE APPRON:D BY THE ADJUSTMENTS F NECESSARY.IF VALOR BSGREPMOES ARE DISCON RED BETWEEN THE CNNECRONS SHOWN ON THESE 19. SEE EXISTING CONDITIONS DRAWING FOR ADEDONAL DIES -NFP NFL'- NEW FIRE PROTECTION LINEARCTI ECt AD aVW DOGE W PPM 10 MILEVENTATIO, PLANS AND THE FINAL BUIDJJG MfCFW CAL/EL£CTF M/PIUMXK FLANS,THE CONTRACTOR SHALL IMMEDIATELY NOTFY 20. FOR CONSTRUCTION DE S SEE SHEETS C-6A,C-68,C-6C&C-60. Drawn: w A.). 4. IF ANY EXISTIG UAUTY LINE OR:SMR KE 6DAMAGED BY THE CONTRACTOR DWFONG THE PROGRESS OF WORK IT SHALL.BE. HIE ARCHITECT AND CVIE ENGNEIR IN WIRITNG FOR DKCTIM ON HOW TO PROCEED. 21. HIE OWla SHALL INSPECT THE EXISTING 36-INCH DRAIN FOR STRUCTURAL INTEGRITY AND ME THE PIPE.AS NW I"CHIN NW---- NEW WATER LINE IVVECUTELY REPAIRED OR REPLACED AT THE CONTRACTOR'S SOLE DPENSE TO HIE SATISFACIXN O ARCHITECT AND CVL 9. THE WATER SERVO PF£LLI M N DOWN-5"-O'BUT NO CHEATER THAN 7`-O'. UOUTY CROSSINGS MAY REOURE WATER (NECESSARY PRIOR TO CONSTRUCTION OF THE BO ALTERNATE. NEW 2 TYPE K COPPER V NEW WATER SERVICE LINE AND CURB PIONEER AS WELL AS HIE RELEVANT UTILITY COMPANY. U1W1TY SERVICE 10 ALL EXISTING BULDWOS ON AND ADJACENT TO VAN PRO S TO BE SET DEEPER THAN 5"-0", 22. PR TO ORDERING ANY MATERIALS OR UTILITY STRUCTURES FOR THE PROJECT,THE CONTRACTOR SHALL EXCAVATE Checked: WAJJR.G.0 Nw- -Nw-Nw-NG- 10. THE CONTRACTOR SHALL MACE ARRANNGEWEITS WITH THE TOWN O NORTH MOM DEPARTMENT O RRIC WORKS IUD I"PVC S®0.02W--r4- STOP WITH BOX TO GRADE THE PRIA.ECT SMALL BE VAMTAMED AT All TIMES TEST PITS TO DETERMINE THE EXACT LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES AT CRITICAL POTS -NS NS- NEW SANITARY SEWER LINE 5. THE LOCADON AND ELEVATION O ALL EASING UTILITIES SHALL BE COISHOERE:D APPROXNATE RO MUST BE VERFFD PRO TO PLUVBWG MOTOR REGMDIVC THE LOCATON O THE NEW WATER VEHR AD REMOTE REONG DEVR£. SUCH AS AT EVERY LOCATION WERE A PROPOSED UTILITY LIRE IS TO CROSS AN EXt5TIR0 UTRIIY ENE AND AT 12'GLEN S=0.0050-- PIT CONSTRUCTION OR EXCAVATXM ON THE PROPERTY. ALL UNDERGROUND UTWDES MAY NOT BE SINGRI ON THESE FLINTS, IE THE MAI N DRAM AND SEWER MANHOLE DIAMETER SHALL BE 4'. URGER DIAMETER MAMAiO£S WAY BE FLOURED DUE TO EVERY PONT WHERE A PROPOSED UTILITY LINE IS TO CONNECT WAIN AN EXISTING URUTY UNE, Project No: 1165 -ND ND----'- NEW STORM DRAIN LINE THE INFORUADON SHOWN ON THESE.PLANS IS MDT VJM 41EED AS TO ACCURACY OR CAWFIENN ESS THE CONTRACTOR THE NUMBER,.SIZE AND LOCATION!O PPING, -NG NG- NEW GAS LINE. SHALL CONTACT THE RESPECTIVE.UTUTY COMPANES AND THE TOWN OF MTN ANDOVER DEPARTMENT OF PUBLIC WORKS 12. ALL PROPOSED CATCH BASINS 9HML HAWS 4'BEEP SJMPS AND SHALL BE FITTED WITH LIM //--**rr RE1AllVE.TO HIE LOCATIONS RD 11EVATwCMS OF THESE LINES 11 IN THE EVENT THAT CATCH BARN OR MANHOLE MEETS ARE LESS THAN 4'-0"BELOW PROPOSED RANI ELEVATION THE ....,. -NUT-NUT- NEW TELEPHONE/COMM. CONDUIT & AS REDUM BY MASSACHUSETTS GENERAL LAWS,CHAPTER Bz,SECTION 40 AD CHAPTER 164,SECTIC H 76(0),HIE W41RACTOi SHALL USE A FIAT TO'SM AS OPPOSED TO A CONE RPSER CONTRACTOR MUST CALL"DIG SANE-,TEIEPHOIE 110.1-BBB-344-72A AT LEAST 72 HOURS PRIOR TO ANY EXCAVAIION OR 14. THE CONTRACTOR SHALL.SUPPLY AD INSTALL SET SACKS INALL EXU5IING AND NEW CATCH BASMNS WHEN HIE LKAT OF-�NUE. NUE-^'^^' NEW UNDERGROUND ELECTRIC CONDUIT WORK ON THE PROPERTY IN ORDER TO HAVE ALL EkSTM. UTILITY LINES MARKED OUT. TIC CONTRACTOR SHALL WMEB.ATELY Wes{AND AS SHOWN ON THESE PLANS AND VANTAN ALL OF THE 9LT SACKS A5 SPEOM. 20 20 40 so NOTIFY HIE ARCHITECT AD CIVIL OMER M WRITING OF ANY DSCRE'PALIM BETWEEN DRAV40S AND FM CONDITIONS 15, THE CONTRACTOR SHALL CONFIRM THAT ANY DOSING ABANDONED U4DERGRCUND UTU TIES ENCOUNTERED DJRLJG Installed as,).�CBif;IEC.G)' FNGOR TO AND MIG WORK. CNJSTRUCDON ARE SHUT OFF. _ IMPROVEMENTS TO THE PUBLIC WORKS MALLA13LE FENCE 1"CEMENT WASH BUILDING BALL-TOP POST TOP RAIL WFM ENVIROFEHCE 1.26'X 1,W NOM,HARDWOOD STAKES GRADE 6'DOA. SCHEDULE 40 ONIC.PAINTED r1' (4Am 100x TILLER (PLACID APPROx.a FEET 0.C.), DEPRESS TRACKING PAD (COLOR SELECTED BYT FILLED COtTC. f F01,50 I01H 1.25' SURFACE 6 TO 8 RNCTIES BELOW ARCHITECT) HARDII000 POSTS AND ANCHOR FILTREXX SOXX WITH 1' I I I I I; THE�ACUNDRIG CRAM POLIPRCPTIEtiE NET X 1'HARDWOOD STAKES PLACED 6'161AXHOLI DEPTH OF INTERMEDIATE RAIL MCKRHG) AT 6 FEET ON CENTER - STONE FOR TRACKING 12'0 COMPOST I I PAD(SET SPECS) ' F4LEO FlLTREXX -I '( .--,' W LRNmum Of 2"MESH CHAIN LINK 61T.CONC.PAVEMENT PALEFT MENTCONC ~ 90x1I �• OR FINISHED 5URFACE� PAVEMENT i COMPACTED GRAVEL = FAHRLC MATH FILTER DUSTING I " - §^'T`' FILL FABRIC DUST BARRIER FLOWN I— I I •° ATTACHED GRTFACE I t—t t rt t t t t t—t t l—I i t UNDISPAW OR TTACHE RAlL TZ Et COMPACTED SUBGRADF 1'-6"DIA, CONCRETE I E' FOOTING _ —C'EpN.' MOVEABLE CONCRETE I ta ➢RAP fH.tER OVERUP STAINES&FABREC NOTE: `:,_� BASF EXIST.GRADE /S REINFORCING BARS '.•" •� FABRIC UNOUN AT ROLL JUHCTIONS I, LOCATE STONE TRACKING PAD ON THE SITE PRIOR TO VEHICLES _ _ {_ # t ---_ _{ _ _ 1'-2'LONG- EACH WAY F&TRF)IX SOAK ..^^-� 12 ENTERING ONTO PAVED SURFACES. TRACKING PAD WIDTH SHALL BE =III—I I[—I I 1=III—III=III-=III=III—E I I=III- (4 TOTAL) ® ® 12 FEET. TRACKING PAD LENGTH SHALL BE 50 FEET LONG. NORTH ANDOVER, MA 2. REPLACE STONE AS NECESSARY TO MAINTAIN AN EFFECTIVE NO LOCATE THE TEMPORARY FENCE IN CONSULTATION WITH THE OMER TO SEDIMENT TRACKING BARRIER AT THE EXIT(S)FROM THE SITE. PROVIDL A SECURE WORK SITE. THE CONTRACTOR SHALL PROVIDE A ORDINARY GRAVEL RACKFILL —E2• SUFFICIENT NUMBER OF CATES WITH SUFFICEENT WDTH TO PERMIT COMPACTED RI 6'LAYERS UNDISTURBED PLAN CONSTRUCTION AND EMERGENCY VEHICLES TO ACCESS THE WORK AREA, COMPACTED SUR BASE TYPICAL SILT FENCE AND COMPOST SOXX TYPICAL TEMPORARY CONSTRUCTIONILIMIT OF Revisions EROSION CONTROL BARRIER TYPICAL STONE TRACKING PAD WORK FENCE DETAIL TYPICAL STEEL PIPE BOLLARD DETAIL rto1 flats bsa tlor, By -� HOTTO SCALE 4 NOTTOSC/LE 7 NOTTO SCALE k� NOT TO VALr. k 6/IT I6 .PER HACC ROC z s zN 16 REY PER NACC KC 3 6/30116 REV.PERM ROC 4 9 N I6 MG FOR iGY@VG WAJ 4000 PSI TYPE IIA AIR ENTRAINED CONCRETE F SOENAUf IS PLACED REV TO BT.DOHG PAVIBIENT,SEAL ANCHOR FlLTREXX SOXX WIN 1" 0'x 6'010 x#10 JOT WITH AS°HALT DAA.$W X 1'HARDWOOD STAKES PLACED VYELOED MIRE MESH INNECT TO STAILCRAM. ffum FACE OF BUILDING AT 6 FEET ON CENTER RAY RAM ARC JPAN"'ENT- DOWELED EXP. JT.-PROVIDE ERIME9.AlP SEE Pt AN FOR WALKWAY N19TX�'i SUPPING SECTION IN EXTERIOR CSS ARCHITECTS INC. 6 MEN EQ CONC.PAVEMENT BY COATING tar A„m,coo-Rope •--- BAR WITH GREASE PROVIDE ©© ...hg 2.sous sao 12"F FlLTREXX SOXX ;-• 6' T n m.rw LANDSCAPED - - IJJID5CAP£0 11�2"X W DOWELS SET MIN.i 192A3T IWH FILTER FABRC TEA, - :. - .. AREA 6' 2.0'O.C. n.®�.v�,a«i.ego ill 3'-6'mu IK STONE) 12'(MIN)COMPACTED - I SZE VARES -•1�-- I SELECT GRAVEL BASES AI0 °gyp 7 10 S Apo COMPACTED SUBCRAOE //' °g CONCRETE Ik .t t o1 3/8'TO O,�jD — 3' REMOVE UNITHI AHIE MATERIAL L cI EXPANSION 2 � PAVEMENT �{)U 1 7 3/T'STCPIE]o ° °,(}p y/{'Si6t�,° r�i ENG[NEERING A'D f2'4 COMPOST FILLED S ° O o° o, "'b"x o `b°�o - COMPACTED IN 6'LAYERS /-l d01liT E OLINDEN PARTNERS LLC Too Treaocr nmr.s�uo 07M FILTREXX '_ `� �� S', �o COMPACTED won�r.,.M 01001-lass �`. :•t II� f. oCo( aO�o OF ALL PAFRTS AS h STONE FOR SELECT GRAVEL TIaN /l•'• GRAVEL FILL Tul:L]91)a33-]TT t A aiSm GRADE EY+5Tm CAI C Off£ i. rRA-� lY t COMPACTED Ott EmcIIM3oP�irW�a277 CONTRACTOR SHALL HTERS AN EXPANSION ANT EVERY 20 FEET ALkTC THE oa.wm 51NALLOW V T� S HIE REWN.1f ANTI AT ALL StOEIYALK INTERSECTIONS OR AT THE START OF CVRYEp SECTIONS % GRAVEL UNDISTURBED TRENCH NOTE: AHD SHALL WSTALL LATERAL TOOL M411S AS REQURED i6'-O'MAX SPAC7RG�. 3RE BACKFILL SUBGRADE AKGTITECY SHALL APPROVE THE JOENT LOCATIONS PRIOR 0 1HE WALKS AIM) AOS BEING �I1 1. USE STD:!£SEDIMENT GROUNDWATER PUMPING DAM TO FILTER SEDIMENTS BUILDING P.awm V FROM ANY AND All GROUNDWATER PUMPING OPERATIONS. P. WALKWAY SLOPE TO MATCH EXISTWC OR WHERE NECESSARY. SLOPE NEW WALLS �� FOUNDATION � SLOPE AT A IANiILTIEII OF IX AM A MAMM OF 4.85X CROSS SLOPE SHALL BE 1.5% MAXIM), 3. ALL CONCRETE SIDEWALKS SHALL HAVE A MENLIM BROOM FUSIN ORIENTED IN THE OWCT10H PERPENDICULAR TO THE DIRECTION Of PEOESTRIAII TRAVEL.. TYPICAL FILTREXX SOXX EROSION CONTROL PICAL SEDIMENT SUMPIFILTRATION DAM DETAIL TYPICAL CONCRETE WALKWAY DETAIL TYPICAL SIDEWALK AT BUILDING ENTRY DETAIL 2 Norm SME [5�T' -I-- 8 NOT TO SCALE NOErO SCALE " ONCAFFE PAVE1m 61N x 6'F 3/6' �� STRAW BALE �I 1111 �� ��� L&1NA!8'tOCi!THSII WISED sfix I y' r, fACE OF @,HDdlC CU'E(F R/dfA GUTTER E 1l Tilll GUTTER 1/2• 100E JDHT AS 9fOYA4 ' CN PAWSt014 - l[lV - - lTll I� Vl./�: ��%��W-mm""- ' " ' 41111 1Ffl I/2'SENAxT.SET f/6'8F1O'M �, FILYA71Ri Yu�s,YE PUH mb000 STA , ilt5 - ViIV MAU OF CONC,20'4.G kAX / NAON 1ATlR BAaaR Rao Title: (TYPKE2 Tlll CATCH BASIN .J . .% PER RAL£) kI hill RIM / 3/4•L12U9✓<0$YOEE 1/2Y�21'LOOK:$NEIl lul DDMI Nh2 1TAxm nrE IFTAL EDf�114'.5' SITE PLAN STRAW BALE - _ Tly1 SLIT SACK 0 0 0 o u+n E� --16'aG TYp SET FILM Ta1H caADE- GQiVSTRUGTIQt�t tL, o ° ° ,/2 EXPAN904 BATFT311. �F SPEC, FriITT ITALES M)iRY $�I x 6'1 3/8• �=_+":��r=� T11, ° °d- °oOO° 3UE DEPTH OF ems' ! 1 s MATERIALS PLANTING PLAN FOR DETAILS TOGETHUL PLACE IN DA19E0 SIX LOIIICATIONS SHKARN ON On IF PV= ANCHOR EACH BALE 1NTH o 0 0 0 BANS OYPAW)d311). I•X 1'HUR M STARS PLAN O � �o IF ./ (2 PER BALL)IF I[SOL i N_I• Ham' :;%' AREAS (2)2".Vx3'STAKES EXISIWG 12' 12' / rE195TdIG ORI,OE PER BALE UNLESS �SUBCRADF ME, IN PAVED AREA) $� =J OCHWIE PAW7A R 5 [DDL 7OYT IFATET821 A JORNi o°o°c no-po-o a° —III—III—I I I IamN fivm AS S"ressl FDOrms Scale: AS NbTED I I f CATCH BASIN GRATE 3 9' 9 T W LS TR5 / °e��gP� o-� o- 8B o-m wro I—III—I I€ IIII Date: 27 ANY,20% i CATCH BASIN : ¢�.,.-: SIRiFAdi �r FI SILT SACK AS - - MANUFACTURED BY ACF - - I BumG 16'TAPERED ST,Il Drawn: W.A.J. SECTION ENV RONM-NTAL FOUNDATION MALL 'TAKE SEE SPECS ELEVATLON SECTION � I -� � Nyg3 RDIL FR09W CWW 10 BE USED AT ALL EIRSTK CATCH"S PPNOR 0 a a ° MANSON JTs SRUL NOTES- Checked: WAJAGC. ROM t�r OONIR/o SHALL W'U'.t 9KL5 AS AENHD 10 NAVE FKM DWOIYAI AS TO PAWM AM]HE ESTABILI"M OF POWAH NNT VEGETATION ON ALL 0 0 W����•(�0 OCCIA p-QG WAX 1. INSTALL MISH D STEM(BOUND COVER WIN STEEL El"E1 HE LOCATIONS SHI%H ON M MGM ONMUL F 94B AW PLACID CH PAWIOIT CRT STA'Q5 A*PLACE A 6'H°I M TRIBUTARY AREAS. 0 a a 0. •TOM ALL G61TSDE PLIM 6.we on Cr 3/6'O>J"WK fN 1W W57FEW WE TO AD IN TRIPPN6 StIOAXIS V1 AS W ESM MM STOMS AM ON PAM MAL �°^�0 EI S TTo Armors a THE COLOR Of THE 3/4 FAISNFD STORE TO BE SUM BY THE ARCHITECT A�THE oT�R Project No: 1185 TOCLM AT STRAW BALE EROSION CHECKS CATCH BASIN INLET EROSION CONTROL CONCRETE W1 LK JOINT DETAILS TYPICAL CRUSHED STONE GROUND COVER ri/! NOTTDSCALE NOTTO SCALE 9 NOTTO SCALE �12\ NOTTDSCALE �/—6A 6` IMPROVEMENTS DASSACHUSETTS STAhe1AR0 REFLECOI ve cRuaTE cDRBINc TO THE PUBLIC IJASSA{W HANf%CAPPED PARKLYO SHY{. HANDWRf�PPE6 VAN VE3 AND MCOMI) ul<N OR WALHWAY. WORKS BOLT TO STL TUBE ri/3/8•CAN IF C010ifTE WALXWAY PLATED BOLTS.NRTS,x WASHER EN 6'CURB REVEAL 5, OR TALE BUILDING WALL BE*11TE ON RU1E BAD(WOUND). SONS FOR VAN SPACES 1D ALSO MUCE 1-27 COEIRSE TYPE 1-1 AT.CMC.TOP C1RIM YISSDOT MODIFIED CAPE COD SIT.CONC. THE WORD'VAN'. I-3'C0u25f 11PE I-1 01F.CCYNC.ORDER BEAT SET ON SECOND 9Vi0ER COURSE 12• 6'LOAN A SEED 2'x E T.180 GALVAN. STL I l/, 1-2•COURSE TYPE E-1 BE COHC 1w TUBE EXTEND INTO CGY{C.FLLED SLOPE VARIES 18' 2-2'WRWS TYPE I-1 BT.WrN BITER Pi PE 2'--a'PROI'DE WELDED '�' WATERTIGHT CAP(PAINT BACX) .. :.4. ,�rx� 2 GF gTTer OUV L i m 6"NADETER,SC6.40 P cowls xi6s1 i I l Y QED wac 6,yg A' �r .-. •-00 u u u GALVAMbE0 STEEL POST ^ 0 O o1'o .. O• r !• ° 1 C SRICT C.4ATCL OR o PAN"YELLOW AND FILLED t• �\.\ 0 0, { 4„..• O GRAVEL SELECT12• GRADED SIOHE BASE ° W 4WD PSI OCHC. ° ° ° BASE .to r n•-u•-u 0 n ,o COMPACTED SUBGRADE G' ° o SELECT GRAVEL BACKFIM CURBING NTH COMPACTED SUBGRADE 3 \ BASE f 4'MINIMUM OF CONCRETE ..r♦ \.�� 9DEY111(OR lA+DSCAPF#1 AREA h LREMOVE 3CONCRE1 STRENGTH 3000 p51 B 28 DAYS.} I'-6^pA C004 E■00rNQ 1-0 UNSUITABLE MATERIAL& PLACE GRAVEL PRIOR TO REMOVE UNSUITABLE MATERIAL h� a REPLACE WITH SELECT GRAVEL SETTING OF CURB REPLACE Wlht SELECT GRAVEL X-0' { COMPACTED IN 6'LAYERS COMPACTED IN 6'LAYERS NORTH AN[30VER, MA "USE T L oRaslc BARS t'-r Y TYPICAL PAVEMENT(5')FOR "`USE HEAVY DUTY PAVEMENT(6')FOR 1-D ALL BASE BID WORK ALL BID ALTERNATE WORK ORMCWPncrzD K 6'GRAVEL LAYS CDQP CTW 2' TYPICAL PAVEMENT AND TYPICAL HEAVY DUTY PAVEMENT AND Rev)slons CU+PACiEO SUB BASF TYPICAL HANDICAPPED PARKING SIGN VERTICAL GRANITE CURB DETAIL BITUMINOUS CONCRETE BERM DETAIL taa Date DesoTTptTon By NOY tO SGYLTt �4\ 7 NOYYO SCALE 10 NOTIOSCN.E 1 6 14 16 .PER NACC RGC 2 6/21 1fi ,PER HACC ROC - 3 6 30 16 .PER WAPB ROC 4 9/14 Ib FOR WA1 REFLECThE ALULI@IAI t{D PARRI{4 SRN. BOLT TO STL 3118E W/3/8'CJ�DS" FINISH GRADE NOTE. - PLATED BOLTS.RUES,At WASHERS(SIGN EXISTING EDGE OF PAVEMENT FINISH GRADE SHALL BE RED LETTERING V"TE ON*14HE ALONG TIRE TRENCH PATCH BA[I(C.ROUH{} 4-OF PBIE BARK MULCH SHALL BE SAW CUT AND COATED WITH EMULSIFIED CLEARANCE 4' ASPHALT BEFORE NEW MIN.. 15'MAX. CSS ARCHITECTS LNG. 2'R 2'■.188 GALVANIZED STL- .[ 6'OF LOAD PAVEMENT IS PLACED(SEE TUBE EXTEND INTO CONC F'eIm MATERIAL SPECS.) ROT Aua�ba°M..O PIPE Y-a'PROVDE YklT1EO PREPARE]/C•CMPACTEO BACKKT. TRENCH PATCH= �©© euf1tlln9 2.Sufu 300 WATERTKIN CAP(PANT BLACK) OR SUBGRADE SAW CUT TRENCH WDTH w.k,H,lM 01860 EXIST.PAVT7lENT } 4 FEET #4 REWP. BARS a CONC.ENCASEMENT p� r cr uFrar xAs{ BARK MULCH AREAS EXIST. TOP COURSE 12'O.CZW,REQUIRED IF NOT REOITIRED 1F 6'GIAVETER,SCD�40 2'TYPE 1--I SAW CUT CLEARANCE BETWEEN PIPES .-•12' t2' CLEAR•. GALVANIZED STEEL POST EXIST.1SINDLk EXSL PAVEMENT IS LESS THAN 9" BETWEEN DISTANCE PIPES PANTED YELLOW AND FALfD BIT.CONIC- TOP - NTH 40M PST COINC 1^ YTNISH(TRADE + GREATLR THAN 15' SEEDED SURFACE INVERT OF PIPE SUPPORT PIPE ON r Z I 3'EIL CONCC WIDER � ; CONCRETE BLOCK OR �� LINDEN EN(31NEERIN[S SOEWMX OR LAND9JP'ED AREA n •./�. BRICK WHEN PLACING PARTNERS LLC 1C0 Tr td Coat°r.$wte C37a0 6'OF LOAD TRENCH ENCASEMENT WoUvm.MAWOW-ie5t 2'. WITH •2' 3,D00 P9 CONCRETE Tel:(78s)eaa-ay11 V2'-O` \ NORMAL TRENCH BOTTOM TO$E FY.€CEDV-6'WL C94MM 1T10TY{0 PREPAREO/ODUPACTEO BACKRl B11 � Eme11!1vaOR SUBCRADE AGAT{SY LRNpS11RNBlD6 REINFORCING BARS f-2' /, V€�A CALLY h NOR ZONTALLY TO ��SH��ff THE 3&ETYRC:S LONG '-0' LOAM&SEED AREAS i PIPE OR CONDUIT PREVENT PLACEMENT OF ATATION CONC.DURING 70 AMAIN IN PUCE. � ca�`IN6LAr Y 2' TYPICAL RESTORATION SECTION FOR ALL TYPICAL.CONCRETE ENCASEMENT DETAIL AT e TYPICAL NO PARKING SIGN NON-PAVED DISTURBED AREAS TYPICAL PAVEMENT PATCH OVER TRENCH PIPE OR CONDUIT CROSSINGS NOT TO SCALE 5 NOT TO SCALE IL N OT TOV,61E NOTTO SCALE MAHNOLE FRAME&COVER RIM TO BE SET IN FUZE BIT.OONC.PVML 4800 PSI Ilk TRAINED 12^ BED OF MORTAR 1 ' 7 CONCRETE COLLAR R C + C 12'CURB CURB � 32' SIGN POST J 4000 PSI AIR ' FINISH GRADE ENTRAINED CONCRETE .12' 2' • y y 4000 P51 AIR D 1 ' © Title: COLLAR ENTRAINED CONCRETE A A r y y y " ' , y , � . . PLAN yyy ' COLLAR LAR PLAN CONSTRUCTION NEW RM OR REUSE MORTARED BRtp((E BASE COURSE DETAILS EXISNNG RSM YAIERE APPLICABLE COURSE MiN.,4 COURSES ADMET RIMS TO PROPOSED FINISH GRADE B7 IT.CONC.PVMT. MA%-IF MORE RED., FRONT ELEVATIQN USING GRADE RINGS IF NECESSARY 12- BARREL BLOCK&BRICK _ OR PRECAST RISER SLABS .i SHALL BE USED) F NOT AT WRB� BIT. CONIC,OR CONC. n FUM TO BE SET 9' 12' IN FULL BED SELECT GRAVEL CURB CURB Scale: AS NOTED _ 4D06 PS3 GONG OF MORTAR BASE COURSE 9' 12'. -.12=.- 9' 4' -:T2: 9• FOOTING MORTARED BRICK TO WM AFL MS TO BE ADJUST RIM To GR 6 BR{Clf 4000 PSI AIR ARAISED FTER 8O FINISH GRADE R�OR 4000ENTR PSI AI CONCRETE Date, 27 MAY,206 MAX.-IF MORE RED., SECTION q,-_A ENTRAINED CONCRETE LkVRM COURSE PWT. - -'- COLLAR BARREL BLOCK&BRICK COLLAR HAS BEEN PLACED ..12' SECTION C-C SECTION D-D Drawn: W.A.J. ���\•\ :,\.��r UNDISTURBED OR OR PRECAST RISER SI_A95 712'7 ODD PSI AIR ROUND SQUARE �1 COMPACTED SUBGRADE SHALL RE USED) ENTRAINED CONCRETE ,EI_ - DNA. -E NOTE: ALL RIMS TO BE RAISED TO FINISH GRADE [�J ' COLLAR Checked: WAJXQr_ (�; ALL GATE BOXES TO BE RAISED TO FINISHAFTER BINDER COURSE OR LEVELING COURSE Y4^ GRADE AFTER BINDER COURSE OR LEVELING COURSE PVMT.HAS BEEN PLACED PVMT HAS BEEN PLACED. PLAN Project No. 1165 TYPICAL SIGN POST BASE SETTING DETAIL TYPICAL MANHOLE FRAME&COVER SETTING DETAIL TYPICAL CATCH BASIN FRAME&COVER SETTING DETAIL TYPICAL GASNMATENSEWER GATE BOX SETTING DETAIL _6B 3 NOY TO SCALE 6 NOT TO SCALE 9 NOTTO SCALE 12 NOT TO SCALE IMPROVEMENTS LANDSCAPED AREAS ROADS ROAD SHOULDERS PARKING LANDSCAPED AREAS ROADS ROAD SHOULDERS PARKING TO THE PUBLIC AREAS,DRIVEWAYS,WALKWAYS AREAS,DRIVEWAYS, WALKWAYS //�� 4 FLANGE CAST IRON FRAME 00.01E GTOI BAStI FAflE A5D MIN. P OF 15 F7 FINISH C GRADE MEN.COVER I S FT. FINISH GRADE FINISH GRADE / rVTO COVER CRAIEBIT.CONC. 5N81�TR K 2 7 Wykpf CAST WORKS TO TOP IN PIPE-- 81T. COLIC. PVMT.OR PATCH TO FOP IN PIPE- BIT. COLIC. PVMT.EC PATCH u! DEEPER INSTALLATION SELECT DEEPER INSTALLATION (SEE MATERIAL SPECS.)—SELECT MORTAR( ) j CW56200a15-r52s'1aY BUILDING MAY BE REQUIRED€F GRAVEL BASE MAY BE REWfR£D IF o GRAVEL BASE BASE GRAYS AS VAMLFACRPED at CROSSING DRAIN LINES. CROSSING DRAIN LINES.'I (SEE MAT- yI�COURSE EAST dOf m RUL IIQWS. MINIMUM CLEARANCE Z- __ WARNING TAPE MINIMUM CLEARANCE .-.---__ o o SPECS.) W,,)MGH YA 23C2 2--3 GE BETWEEN PIPES PIPES 12' PRECAST CONCRETE \ Y rCOMPACT IN I2' BETWEEN PIPES 12' �� a n NK A a 1 MR SLAB OR DOME SECTION SETTING DE DETAIL) RIM CATCH BASIN IN ALL CASES. LAN&SEED LAYERS TO 95X IN ALL CASES. L AM&SEED RIMS MAXIMUM DENSITY; -� (SEE MAT. SPECS) a COMPACT IN 12" BUTYL ROPE ADJUST TO T7NISH SHEETING IF REQUIRED I - / / GASKET(TIP.) GRADE W/COURSES OF ( ) SUITABLE 90R MAXIMUM SHEETING{IF REQUIRED} �I-56TAkK LAYERS TO 95% 5"MIN. 'y-"""- TO BE CUT OFF AND ` MORTARED BRICK(I BACKFILL DENSITY LAWShS& TO BE CUT OFF AND BACURIy MAT(IMUM DENSITY; PRECAST CONCRETE s COURSES MIN.,4 FEET IN PLACE A MAX. MATERIAL CROSS COUNTRY LEFT IN PLACE A MAX. MATERIAL-� 90%MAXIMUM RISER SECTION(TYP.) ° 0 zvv1'-6' y— COURSES MAX.) OF 3 FT.BELOW OF 3 FL BELOW DENSITY LAWNS& SECTIONS VARY FROM _ N. LE 2•-i' 2'-1• FINISH GRADE OR Y r-CLDI WATER FINISH GRACE OR Y CROSS COUNTRY 1' TO 4' W.DOUBLE 1,5 FT, ABOVE TOP ... ..: .. ..: PIPE 1,5 FL ABOVE TOP .-_- '. ::=,�-:-d--..,....c.:.: �TWE K COPPER CATCH BASIN HOOD. - DR WAD PROViO OF PIPE(HHkCH OF PIPE(WHICH WATER WE(SEE THE LLKMAIOR CD TRAP_ OPENING'YG EVER IS HIGHER) !2" IN,.. EVER IS HIGHER), 72" IN, LIATE7?OV.SPECS.} (BY GROUNDWATER RESCUE„ _ OPENING LOMPACTED COMPACTEDNC. OUINCY MA) RECUIRED MORTAR(TYP.) COMPACT INCOMPACT I t _ ON ALL CATCH BANNS MEDIUM SANEMEDIUM SAND OUTSIDE DIA- 6"LAYERS 6'LAYERS!----- MANHOLE STEPS T—�T] 6'-0"INSIDE TO 95x MAX. TO 95R MAX. OF PIPE+2' WHERE NECESSARY -i- DENSITY WHERE NECESSARY �- - DENSITY (IF DEPTH >6 FT.) CLEARANCE DIAMETER UNSUITABLE - g, UNSUITABLE (SEE MAT. SPECS.) PRECAST CONCRETE MATERIAL TO BE : 4/!A,• MATERIAL TO BE 'r//N' BASE SECTION ?a CONCRETE REMOVED& MID DIAMETER REMOVED k MID DIAMETER FACE OF PIPE FLUSH W/YlAll OPENING REPLACED PATH 12`M7N. _ REPLACED WITH '12'MINI .�a' UNSUITABLE 2'-0'X 4'-2' NORTH ANDOVF3t MA SELECT GRAVEL. COMP, RNA01H7h O SELECT GRAVEL. -�. COMP. NONYA4FR WRAP SELECT GRAVEL 12' r FLAT SLAB r PLACED IN 6" SUBBASE Q!Ol+FEWTLG PLACED 7N 6" 1 r•Drr BE REMOVED ti¢- - SUBBASE ENCHfTTLL40 'MIN NQN77O4T7T COVER FABFSC/LEOTUTLE LABRIC/GEOTEXtL£ DiGINEIRINO 1 ANp REPLACED SEE TYPICAL CATCH LAYERS AND EARTH LOGE LAYERS AND EARTH L.EOG£ 12'IaN.COUPACT€D COMPACTED TO FABRIC REQUIRED FOR COMPACTED- FABRIC REED FOR FABRIC/GEOTIDOILE SDECT GRAVEL 95 X MAX. MTW=MAXIMUM TRENCH WIDTH TO 12' STRUCIURAL SUPPORT g5 x MAX. MTW=MAXIMUM TRENCH WIDTH TO 12 STRUCTURAL SUPPCRT FABRIC FOR W/SELECT BASIN DETAIL FOR PLAN DENSITY ABOVE PIPE.MTW=PIPL TRAM.+2FT: MAX. OF PPE AND BEDDING DENSITY ABOVE PIPE.MTW-PIPE D3AM.+2FT.MAX. OF PHA AND BEDD24 STRUCTURAL SUPPORT COMPACTED SUBBASE GRAVEL COMPACTED ADDITIONAL INFORMATION. Rt:Vi5i611S UATERTAL, WATEI IAL. CF GRAVEL MATERIAL IN 6"LAYERS TYPICAL TRENCH DETAIL FOR C.L.D,I.WATER PIPE. TYPICAL TRENCH DETAIL FOR WATER SERVICE PIPE TYPICAL CATCH BASIN DETAIL TYPICAL.DOUBLE CATCH BASIN No. Date Des non By NOTTOSCALE 4 NOTYOSCAE 7 Nor To SCALE Q ROrTO SCALE CB-OBL 2 6 21 16 .PER HACC R{.0 3 6 SU 16 PER Kk% RCC 4 91416 FOR NAJ ANCHOR ALL 1/16, 1/8,& WATER PIPE SHORT PIECE CROSS COUNTRY ROADS,ROAD SHOULDERS,DRIVEWAYS LANDSCAPED AREAS ROADS ROAD SHOULDERS PARKING 1/4 BENDS OF B&S.PIPE. NEW VALVE BOX ANp WALKS AREAS,DRIVEWAYS,WALKWAYS GALVANI�20 (SET FLUSH VAT" CAST IRON FRAME AND COVER CONCRETE COLLAR(SEE RIM MIN. COVER- 2.0 FL FINISH GRADE STRAPS FINISH GRADE) SETTING DETAIL) TO TOP OF PIPE- BIT.CONC.PVMT.OR PATCH V.` DEEPER INSTALLATION SELECT CHANICAL _'':':. ,,,,,,,,,,, ,,,j,,. ,,,,�,,�, ,, SURFACE COURSE GRAVEL BASE _ _ _ :;:; BIT.CC E MAY BE REWIRED IF FNISH GRADE -,., CROSSING DRAIN LFNES. TaNT(rYP.) BASE COURSE 61F.COLIC. MINIMUM CLEARANCE / CSS ARCHITECTS INC. MORTAR(iYP,) I BEIYIEEN PIPES 12" �� WARNING TAPE HORIZONTAL BEND PLUG ADJUST 70 F NISI g Of ELT.CASES. LAM&SEE[ COMPACT IN 12" boa rxoae ... .......... VOLUME OF GRADE W/COURSES OF -� .swl•1ao 24'MAX.TO FIRST STEP OPENING LAYERS TO 95% BUNM.V 3 PLUG CONCRETE AS MORTARED DRICK(i uw or aaN GALVANIZED ............. COURSE MEN..4 SHEETING(IF REQURED) SUITABLE MAXIMUM DENSITY; cntect..mm STEEL .f k DETERMINED BUTYL ROPE TO BE CUT OFF AND 90%MAXIMUM »YJ T,"f�k BY ENGINEER GASKET{PfP,) COURSES MAX.) OACKFlLL STRAPS MECHANICAL TYP. a LEFT IN PLACE A MAX. MATERIAL DENSITY LAWNS& F,�C'' { ) PRECAST CONCRETE OF 3 fr.BELOW CROSS COUNTRY MECHANICAL -., JOINT{TYP. I;;,`F',s; RISER SECTION(TYP.) — PRECAST CONCRETE FLAT FINISH GRADE OR t �--CL CUM.HDP€OR JOINT(TYP. {!i'.j`.G :.f_,;1�• SECTIONS VARY FROM — /4 STEEL 6 SLAB OR CONCENTRIC 1.5 FT.ABOVE TOP r i '� 111 4 STEEL V TO 4' a 5'MIN. CONE SECTION OF PIPE(WHICH 12 IN TEE FACE OF PE FLUSH OR NOT \ Y EVER 75 HIGHER) GALVANIZED 3 TEES PROJECT MORE THAN 4' \ 4'-D"MIN.gF5€DL DIE. �-,. Y OR LARGER WHERE COMPACT IN Ca,RACGR !?aF IA1©GILL ENGINEERING STEEL „rJ FRW FACE OF WAIL ALGNG SHOWN OR REQUIRED �: SE€ECT GRAVEL OL F V EN PARFNERS LLC CL OF PEE 6"LAYERS STRAPS N �.h.: I x�� NEW 2'7M1Rt1ER (vC0€USt SAhiD E 1ao T.•a•consor.s�xo ca�oo fai BASE Yd7I1 4000 PSI-� MANHOLE STEPS k2'O.C. ANCHOR ALL 1/18, i/e,& WHERE NECESSARY -t' -. D DIE CLDI)TO wob�rn.ztnolealassl Jq 1/4 BENDS M SADDLE NEW 2"TYPE K NEW 2'TYPE K CONCRETE 70 LOttEST INVERT \ (FYP. TO BOTTOM) UIJSUITA13LE g 95%UAX DE}i9TY Tnl:(751)033.3711 NOTES: VERWAL BEND 14W 8'CHX COPPER TUR'NG COPPER TUBRI0 MORTAR(TYP.) DRAINPIPE MATERIAL TO BE t✓iry emol3 lap®wona 9com HEW 2'MUELi.ER OUTSIDE DIA.OF L2-MIN,COMPACTED lUVM1 4IAL1 REMOVED k MID DIAMETER 4.)ANCHOR ALL PRESSURE PIPES, CROSSES, TEES,HORIZONTAL BENDS. CURB STOP PIPE+2' SELECT GRAVEL REPLACED WITH VERTICAL BELIES.&DEAD ENDS. PIPE LL151ATABLE UATTRIAL TO K SELECT GRAVEL COMP.CLEA hrOATAg141 2,)PLACE CONCRETE AGAINST UNDISTURBED EARTH OR SHEETING A?>!3 ffMAC{6 W/ PLACED MI 6` SUBBASE Dh17T&E1Zd70m SELECT GBAVEL COIRACI LAYERS AND EARTH LEDGE FABIC/GfOIl:TL1lE rsaacc IF SHEETING IS TO REMAIN IN PLACE. PROVIDE"Y FNII- cvrss 3.)CONCRETE DIMENSIONS DETERMINED BY ENGINEER IN TTELD-MINIMUM OPENRhG N 6'V'� COMPACTED 70 FABPoC REQUIRED FOR BEARING AREA 9 SQ.FT. REIN 2'MUFI.LFR TO BUILDENC 12`MIN,COMP.SELECT �1 TRIP SOECT(RAVEL 111H 95 x MAX. MTW=MAXIMUM TRENCH WIDTH TO 12` STRUCTURAL SUPPORT �nw 4. MINIMUM CONCRETE STRENGTH = 3,000 Psi 026 PAYS. CORPORATION COCK PRECAST CONCRETE GRAM T059 H� D DENSITY ABOVE PIPE.MTW=PIPE DEAM.+2FT.MAX. OF PIPF AND BEDONG 5. Atl FITTINGS SHALT BE RESTRAINED. BASE SECTICa4 COMPACTED SUBBASE FIHiSIRUCQTLE IFABZO MATERIALTYPICAL ANCHORAGE DETAILS TYPICAL WATER SERVICE CONNECTION DETAIL TYPICAL DRAIN MANHOLE DETAILS mm T TYPICAL TRENCH DETAIL FOR DRAiN PIPE NOTT0 SMIS 5 NOT TO SCALE $ "QT TO$mF •� N OFTO SCALE\2 LANDSCAPED AREAS ROADS ROAD SHOULDERS PARKING • #HTER OF H*RAAT HYDRANT TO BE AREAS,DRIVEWAYS,WALKWAYS STC 90a Precast Concrete StOFTnCeptOr STD 2{QO Precast�OnCfele SieFmceptoF PAM Off HIURAKIS E'ER TKE TOM ( MIN.COVER= 3.0 FT. T3xm CAPACITY=205 cu.TT. 2 TD BE 14.LCLn s-a• PROYtCCD ITV ME TDIIH FINISH GRADE I�U.S,US Gallon Capacity) (401)U.S.Gallen Capacity) OF KMTH MOM STATMRDS, UT THE W OF OF KCRTH AICM TO TOP OF PIPE- BkT.COLIC.PVMT. OR PATCH $FMWT CAPAOTI'�89 0).FT. PEEPER ENSTALLAIT- SELECT 24g F" .�0 24Y30'A1 PAWKIft CR FACE OF #FAR11'"t OF PJBIC HLDROGAJZgOi fAPA01Y=151 GNt-OtK 6.00f" F- rdCew COVER 70 READ'WATER" qRg, 60d(5 MAY BE REWIRED IF GRAVEL BASE L€: r Ila Phm CsaNe ATj,slvab L'OOFice Bp1 SET COVER AT FIN,GRAPE . ) CROSSING DRAIN lJ€TE5. Fra�leaalCwv A3 FrGed G'rrte 5' R* a M04IMVM CLEARANCE "Y- ".'. Ga3sA,¢hknb 6roa Title: TYWT(2)PIECE m n BETWEEN PIPES 12' �� WARNING TAPE SIB FY:Ye6Gx6a VALVE BOX n FIN.GRADE IN ALL CASES-----_ L AM k SEED COMPACT IN 12' B SITE 6'MECH.JOINT GATE / / / L /• / ) , -ABLE LAYERS TO 95z L. Pia .•• I70 r CONSTRUCTION SHEETING(IF RECIVIREO MAXIMUM DENSITY; HYDRANT DRAIN TO BE CUT OFF AND 90R MAXIMUM a Eta °ice V srDLx ) DETAILS VALVE&BOX(UL& A X LL Mat RING LEST R1 P€.ACE A MAX.% DENSITY LAWNS& rro ra aaa FM APPROVED MATERIAL-� / OF 3 FF.BELOW CROSS COUNTRY FkY Wdr 0,4e[ •I 3 4'CRUSHED L �--Ct,CLpI at PVC Ytrfes STONE TO AT FINISH GRADE OR • h I LEAST 6'ABOVE OF P (YATICF{FOP ..: SEWER PIPE 4, - EVERPE IS HIGHER) 12 IN... ...... }Lq Wk Aaxslcpy 4Ylq ' CORC.THRUST COMPACT IN ,.. O%fPACTED Ptzn Vtttir PFa01a Scale: AS NOTM BLOCK 6"LAYERS-- ' Ofm/ (MELIARI sA1N IF �ya�+11��- O�IWoa p Flarl View Piz Y-6"DIA WHERE NECESSARY -I- -. U 0R 0.)I)TO I. M USE OF RCoaE CCMfCoI 6 PaM K}Ey Date: 7/MAY,2(116 TV BEOAM AT W MILT AM QUUT E'a'T& H.-1K USE CF FtE7�W CO4MCIEOH UNSUITABLE 9' 95%WAX DENSITY r + x3'DEEP BELOW MATERIAL TO BE i M, pMp Tm 2 DE Cm SHOULD Cf Posto'D DOP Tee PS REOlm AT Tiff DIET Aa1 GULLET C.LD.I.WATER MAIN WITH III DRAIN : '- - 4: OWR 11f CIMI CROP PPE AM Tiff OL EmpIpe I1�0[9 PKS GALV. STEEL MECHANICAL JOINT TEE REMOVED& .. .'.� MID DIAMETER 211D kop PORT, 0.�IPga 2 THE CONK SKUD BE Pmrom Drawn: W.A.J. STRAPS PLACE HYD. ON REPLACED WITH 12'M€N.-. -_J S O.�NVFa 3. RE SH)R1,WIOR SYSIDO IS 9T0 00 THE OUTLET DROP PPE W THE '/PLACE CONCRETE AGAINST FLAT STONE SELECT GRAVEL. - :Cup. NONWOVEN PROTECTED BY US.PAIDIM 7-FORT. 1 UNOISTifRB.0 EARTH OR 1 1/2" PLACED IN 6" SUBBASE EISAdfEtbTiG L TOUYANLY CALOXATIOKS AND AN - I THE STO&WTCR SYSIEL IS SECURE HYDRANT TO SHEETING IF SHEETING IS F—/GFOTD(w 6' .•:-. •,. �' .. ANR-TL6TA^Odh 9flT ARE PEpUR£D. !O• - ;. FR91ECTTA aY U.S,PAITN7S Checked: W.kVmC, SCREENED LAYERS ANO EARTH LEDGE FABRIC REQUIRED FOR S 5TF909 SNAIL S AS YAIIEACDFID <. aWYANCr ULCUlATIOl15 1J0 AH CATE VALVE&GATE TO REMAIN IN PLACE. GRAVEL COMPACTED TO WKInThTuChamNr SKB Thp1Cl MI VALVE TO MAIN W/ (SEE ANCHORAGE DETAIL) 95 x MA%. MTW�MA%IMUN TRENCH WIDTH TO 72` STRUCTURAL SUPPORT 9Y III IL wV4 CQHGVETE PPE � AND-1101"9W m Pf.Q m. _ 0"SIaL 5. SIC-900 SMILE BE As Project No: 9 165 RESTAAINIHG R005 DENSITY ABOVE PIPE.MTW=P}PE DRAM.+REEL MAX. L�IA PIPE I 'DEOAN(r Bf>kxNC RT Px H� YATD3AI.S, j v TYPICAL FIRE HYDRANT DETAIL TYPICAL TRENCH DETAIL FOR GRAVITY SEWER PIPE TYPICAL STORMCEPTOR STG-900 TYPICAL STORMCEPTOR STC-2400 C_6 C 3 NOT TO SCALE 6' APT TO SCALE 9 NOT TO SCALE 12 NOT TO SCALE IMPROVEMENTS TO THE PUBLIC FLIER FAW WORKS F"ova TFg1 tAlCfBUILDING C I(Atl A V t&m L 3ID DRIP LINE HADr3A RAW RP RAP Cr CANOPY, (SEE HAT.SPECS) TTP. �rRED WOOD LATH SHOW FENCE STAKED 5'-0'O.C.MATH PRESSED MEUI DRIVE STAKES. ELEVATION HANG EXCAVATE XITHN THIS ZONE. REMOVE OhV_Y UPON APPROVAL OF LANDSCAPE ARCHITECT. FLIER FASOC (LROER,MR A AROIAIA ERVSILD STONE) UNDISTURBED OR DO NOT STORE ANY YACHP&RY OR 6"OF 1--1/2"CRUSHED STONE COMPACTED SUBGRADE MATERMS IMTKU AREA OF THE SNOW FENCE. [TRIP LINE OF CANOPY, TYP.OR AS TREE I MD. NORTH ANDOVER MA 6l FIEL MD. WOOD LATH 5T(0'N FENCE a AT DRIP LINE OF TREE PLAN Revisions TYPICAL STONE RIPRAP APRON DETAIL TYPICAL TREE PROTECTION FENCING No. Date Daa tion By NOTTO SCALE 7 NoHOT TO SCARE E 6 N 16 REV PER RACC ROC Z s 2! 6 Rev.PER NAOC RGC 3 6 30/I6 REV.PER NAP0 RGC 4 9 4 16 ISSUED ECR F WAJ LANDSCAPED AREAS ROADS ROAD SHOULDERS PARKING AREAS,DRIVEWAY% WALKWAYS FlN5H GRADE UZI-COSIIt-36' BIT. CDNC.PVMT.OR PATCH DEEPER INSTALLATION BASE COURS MAY BE REQUIRED IF CROSSING GRAIN LINES. 6'x 6W ILO x J10 MINIMUM CLEARANCE IR1Li7t 3 1UW8t'3AF x kF BLTWELN PIPES IS 12' \ COMPACT IN 12' ` 6'O"RIDE X IYO•LONG IN ALL CASES.--�� L AM&SEED LAYERS TO 959 CSS ARCHITECTS INC. MAXIMUM DENSITY: ^ lax A.t.E..ao.. 1 90X MATOMUM JS BARS O Ip"LYG FACH WAY SHEEITNC IF REQUIRED f —SUITABLE DEN TY LgWNS& _ V, n9 z,s.ns aao ( SUITABLE SI 11 7• w.e.n,rs��sA�otea TO BE CUT OFF AND BACKFlLE CROSS COUNTRY �..®«... LEFT IN PLACE A MAX. MATERIAi-� WMAI 2 FOO151PA4AIXN 6" OF 3 FT. BELOW TO ORLR PPFS k[CCAYAfS _ - FINISH GRADE OR E CUTOUTS N 40M P.SL �30" � 4000 P9 TYPE A AAT EICBRAMrE��'q2E(� _ _ L � I FT.ABOVE TOP CCIIER£EE(4"IRL OOHC. r. OF PIPE(WHICH CN TOP, 60TTW,SDES J 1( _ EVER IS HIGHER) 6'M h BElT@FT YE DEG 3' 1Y' SELECT(7IA1f1fiASE HULSIU4£BA.�tLR 3 0YS FOR 91{,m AID — — COMPACF IN HAW OF MOATS -� ""'" E]ECTNCAL r7ti1 �AEDC�I ENGINEERING 67 LAYERS ;' °' COMPACTED UCICO%CT l0i_lY LIYPARTNERS LLC NOHWUMN ENC9REERtHC MEDIUM SAND TO 1OWbta 10 1 801-4 8 5 1� FAMC/OEOTEXTU FANG -�; 95%MAX.DENSITY bm Tsl:(781 F B333714 REQUW FOR STRDCTWAL _ , b 0MX7%W ORA W OF FIA MKY W4FRAXK(OR X40M EMT 8TL MAQ R CIF I MIS ADD nT LOCAW4, Fa (751)287-1277 SUPOR PT OF CONOLLT AMM10 DIAMETER 001M W IFA M OF OYffR11Y aMPAM"IIECWN L LRAIM IRA C"XI SA NO L(C.AbX Email:IoP4nndene gy m DEODMIG MATERAL 6�tA1H. - CD1HR 11ER'DICF ODRA(TOR RI H 14Y WIDI OF K PM A•O 1r M 64.WL"SCE if 11E 03MR Pkl PULL WIRES IPWTADLE HATMAL TO USE LONG SWEEPS BE RE111P.ED d: EARTH LEDGE OR 1/16&1/32 REPLAC£0 VIA SELECT FOR GKkVU-MALTD IN 6* MTW-MAXaMUM TRENCH WIDTH TO 12" 3 FT.RADIUS BENDS O1055 55%IUY�[4A'u9TYD ABOVE PIPE.MTW=PIPE DIAM.+2FT. MAX. O RISER POE TYPICAL CONCRETE PAD FOR TYPICAL ELECTRICAL DUCT BANK EMERGENCY GENERATOR 2 FbY TO SCALE 5J NOT TO—E Ki WIDISCAPED AREAS ROADS ROAD SHOULOERS PARKING 400D PSI TYPE MA AR AREAS, RAM DRIVEWAYS,WALKWAYS EHTIED CONCRETE WCODER-2'-6' FlNiSH GRADE - TO TOP OF PIPE- BIT.COHC.PVMT. OR PATCH 14 BARS O DEEPER INSTALLATION BASE COURSE TC=SEE PLAN 1Y 0.0.EW. MAY BE REQUIRED fF CROSSING PRAM LINES. VAN�i LA G W 16"LONG X 5'6"MHf PAD FO-SEE PLAN Title; MENIMUM CLEARANCE _ — FC=SEE PEAK BETWEEN PIPES IS F '\ rCOMPACT BR 12" IN ALL CASES——_ ` �'L AM do SEED LAYERS TO 95% _...-N\ _ - .... SITE SHEETING(IF REOUFRED} _� lE MAXEMUM DENSITY,, - CRUSHEDSTO!}L " 3 S'THICK CRUSHED STONE-j CONSTRUCTION TO BE CUT OFF AND C BACXFILL CU47JIS W 4XO P.&L ... -.'.': 1 M N. (NAP "•:::: DETAILS LEFT IN PLACE A MAX. MATERIAL- MKRUE t4"W WOO � �I 1•.s SELECT AVEL BASE FINISH T.BE OOR �Y ON TOP, EXfTIM 9PES 11"'"' SEE MATERIAL SPECS J �I 3 BE SEE DEG L FT.ABOVE TOP '. - OXIS FOR TYPE DO OF PIPE(WHICH RAW OF COItA4TS COMPACTED SUBGRADE EVER IS HIGHER) .6� W - REMOVE URGAITABLE MATERIAL& COMPACT IN _ COMPACTED REPLACE WITH SELECT GRAVEL Scale: AS NOTED 6'LAYERS MEDIUM SAND COMPACTED III 6"LAYERS TO 95%MAX DENSE GRADED CRUSHED STONE MAY RE USED W THE CONSTRUCTION NONW50WF ENGRH.'fRWO - $ DENSITY OF HT.£CONCRETE PAD AS A SUBSHTUTlON FOR SELECT GRAVEL Date: 27 MAY,2OT6 FABFCC CEOTEXTU FABK REQUIREDFO R CR STDU TIm NOTES REDO Y CC CChDU1T AHO _ _._ MID DIAMETER I. THE CONCRETE PAD SHALL HAVE A SMOOTH FLOAT FINISH. Drawn: W"A.J. BETXAMIG MATE171AL "6'MIN' PaL b1M USE LDd', 2, PLACE PAp S INCHES FROM BUII.LI{NG TO CENTER THE 7'6"LENGTH LM4ATABLE YATDm TO SKUS OR T/16!1/32 IN THE 8'6"LONG ALCOVE. PLACE THE BACK(REAR)EDGE OF THE PAD BE Milo"& EARTH LEDGE FIM DDT FOR 3 FT, 3 INCHES FROM THE DW WiNC WALL- THE FRONT OF THE PAD WILE.BE Checked: WILIIR.GC REN- D MIT SELECT RAM TIM 9 FM ME RECESSED S'FROM THE BUILDING FACADE. SURROUND THE PAD WITH (RAVEL PLATED IN a ABOVE PIA PEE.MTW�-=2 FT.MAA)C ENCH WDIN TO I2' CRUSHED STONE(SEC DETAIL L2 ON SHEET C-6A), O5 s>oDINSITY TYPICAL CONCRETE PAD Project No: 1165 TYPICAL SITE LIGHTING CONDUIT TRENCH DETAIL FOR HVAC UNITS C-6D +a 6 NOT TGSCALE 9 NOT TO5GVLE 12 IMPROVEMENTS CpUBChN."G &7 vEi;. evAecsc Y u� J ALSPIATENO I, ry .. ti;Y � �Q ��". R as ne,rµ a �•r_ �—,,.._ — _:a s =--- .,'�-- n r._... �� — r — _ WORKSL - - - - - wenawn sr e mtr BUILDING _ a h{ IVY - � r ram .._,-.,,,, _ �D•tl�,t5,nr;a„§1,janc � sn�a-tur^P scra„�d,.,,,,, ' �[,�-=ws•a-rr,[ extsrYraccawaur,pua� uac,un,a�a �, / W:dNJr'A(P'YtT nFL.A ----7 ,,,,,,�•s•���������II��� -'.b,°W arM.nv^.CAb '�°5 �� ✓f;, �__ L4da18� / / oac[n•e--a � joy npra _w l a \ _ _ - " _ �.- -- 4 3 STREET _� - - •- ' - ®sa'a n.An" - WA'Of 5TRaT J' r NORTH AND ANDOVE " A w-rn--a Ds-.arA...ca A..[-+%.;._ aye ^� '�`,+,�_.,,Lti � � , e +"� r v+" � r• .. __ Revisions sions + m No. D®Ro f7escri lion B 0 W- UP worc�•rr. s5a•,Ary.@eu,r,A,z w.s..,t,aws.#w i LANDSCAPING PLAN ro rwt.eea o+u:rE no rt easm ro[Ih"t^AY ------__-@tA @n;ve xnaw rw crwevc na s Aeoa uL�nx e+w PLANTING SCHEDULE SCALE 1-40' rY" msa,Aroaa+rw ro Fw sreo oRAce As rr F7° I!. .C+2:! ee'11 n cee MTu MA^..LEhd.!eAoe.E ca.s•,rns ocaez To rM, Yea Fa m,r«:re v ..... SCALE: 1'-40'-0` -TAu.rw::e osrA Fcwi as AS F:.^a,R.n. .,."m-w«r,+xL ez:r,Ay,eo n rccaA,m,n- r 71 4 rmstorot•or,pr�+t rcotesrwt r;nar bcattars N�.1. BbTANICAI NA1e1E GGIr1hS()N NAME Ci"1NDlTION AnAcamsn-zscr w .r wes me rT""@xc '^q^r catotmvrriaoda a¢oae v"fro"'If. ---._.._ _. - CSS ARCHITECTS INC. ' E.T:xLY YPCk'J AFCW,O @ALL AFTER M9Ea:eb '�"' ='"x"•" "r w+h ordmr to osAxv do runt pas trio re"U TREE siWlk")6A.Y —S'ID-riv:£ WficJAY MCJ M-Ea-:..3 N, pr p _......._._.,.,.. ,,,---- __u...._._.._. [ar AUdubnn ito#tl ror p a rt vrvYvot AR 6 Acer Rubrum'Oaiober Glory RED MAPLE fi-7it 8&B LEGEND ®©® c wlmrna s,eml#saa 9RJe 5IM""DREL of`,C LA*95GAa'E —--,,.... ... __ ...._. ...1-1 W M. 1.10.MM 01900 a h Aac ecT.R E x crA # M� z a® o.aP-,a #a a 5 p+-t rro:.rmr,o u,o BN 1 Beiula ni ra Hedta e' HERITAGE RIVER BIRCH loft B&B - -- c°° ""# "14 •o°^ a^mA.Rc.Lac„ar,Mucx sA,GPT —_.._...... 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C3}t4 qQ CA TRY£.rmta o.Aecerw ccrr rvwE '�'°,,,� "YYi"•I"YrA� Ma fA @LAu:. fdttGMaPo'mm.s40r"-af PWG Tat � x. l raUF,rs,RK rcTl,AFVROY&P vbL'e Fd M 1v1W 5ab .ry 4.@RiA i4 P.RST @RA.,d,x FT!",J r'@ a•.nC�,AT0.r wwraw,ro +a ovAeeveree � 'YIIEtY KI &➢�C"ihurre eE� - r a•?,ernco@+w.xaaLu,vswc�v (EJwrJ c r _ a s— 11il1.1,/30/201, m arvr.,,4.en:.a•uau++.aa § • 3j rr , dar rJfl'tn^,eam} - r .5e[eec� ma dra@ �r .wT,ra oY@ a.. Ar° a+rca rs cr nao*eu..,. # � �. �� . . � f �n notes and attached Dig-, r ketches for hanges to '. ..... � 1.YGi,1 GerMm�m u^aa -�-�--:r.A,. ,.... � _,,,, .y�.,1, ^i4'A1"16.E•.Au.Ar R:axr�n[atvArcA r' i ri PROP05ED Title: _ PI Ara i INQ ANq TAiflN q roc __......_.. r t xP LANDSCAPINIG PLAN SCAT E: N.T.S. 4 xps savar Nrwv#Rd R+9 O w ADDITION I''' to Pm�ratrt E�na;zwP>Gan ._ .. _..._. n+vm..,e rnaaa 0 P „. KL�LtC rnmn 5 4 ra OWU.. ' J - Ho-agaBzntaPtparrd , _.,. le„d ,me,.Fxn„, -77 ¢vt.. — eo# # t,.r r• _ `'AL - " 3P ry Scale:AS NOTED Date: 14 SEPT 2016 Sum[m,uava Drawn: JET 9iNetgs _.-....'_.. �lilvr^�._ .. ...-t,..�..,A..a., - o• Yn V1C '. �r ��� M,J�...,a.., Checked:JJS \\ uiunrae ai,rh rse y Project No: 1165 r`F+C ttlt9YFA,4T, C'�'1Y ArQ�,Cw~as:WtY'E IeinoIdat FLAG POLE wr 511Cn ��ru ?AD M150"?11S tlmene ra rF„unfit s reA \ ENLARGED LANDSCAPING PLAN 1 "� 1�r L snw t nv,,rk s 1. 1 ••...,,. \l SCALE: dka-t,._pn Y� EXPAN510145 JOINT k Q CONTROL JOINTS, ' EVENLY SPACED PANELS,6-0`MAX EXPAN510N JOINT r \ p4f ALIGN EXPANSION JOINT WITH EDGE p9p CC f OF BUILDING 9 O \ � h `} EXPAN5ION JOINT TO �r l\P a p ALIGN WITH CURB 4 Y 1 Y EXPANSION a r W y Y L JOINT PU-j Q / / y a ` u y CONTROL JOINT o EXPANSION o'o ° EVENLY SPACED ° JOINT y +� C V ao o CP- � � � .• ° ° � oa o ago ovo ° uQa ,. .,. y .,. Y. ,. y. .,. .,. .f. 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( •, y .,l .,. ,, ,. � 1 V' W W .y .Y .y .y. .y .y, .y .. �IY/i �IWIiMII�� ^� Ali II�MAA� �� �11 ���T IMII� /� — QRAVG NO. ©ATE: 10/19/17 ®®® a IMP SCAM Y�r.r--V MOVEMENTS TO THE PLBUC WORKS BULDING MAVM: SKL-2R cHEcxrn: CTC COMROL 10M LAYOUT NO. DESCRPDON DA-M 1 IMOVMWLWVI ONO 0/25/9 CROSS SLOPE 2.0%(!:50)MAX EXISTING CURB TO REMAIN o:A N RESET 55"CURB, V TRANSITION TO > LU51 GRA55 c c c o 0 o a o SLOPE NOTE: INFORM 0 0 0 o =ro 0 0 c 01 ARCHITECT WIEDIATELY If )00000 o o 0 o 55"CURB TRAN-ITION 000011 a000 1000co ooco EXCEED58.3% FLUSH CONCRETE PANEL 24"xG0"ADAWARNING STRIP EX15TING CURS RESET CURB 70 REMAIN TO 5E FLUSH 5ET CURB TO MATCH ADJACENT EXISTING CUR5 RE5ET CURB ELEVATION TO 5E FLUSH RE H RE5GT CURB TO 5E FLUSH ❑ ❑ ❑ © �°❑0� RESET CURB, ❑ ❑ ❑ ❑ ❑ © ❑ ❑ TRAN5ITION TO FLU5H ❑ ❑ ° ° RAISE GRADE TO ELWINATE PONDING --------- -------- EXISTING CURB TO REMAIN RESET CUR5 TO!MATCH RESET CURB, ADJACENT EXIS SING CURB ELEVATION TRANSITION TO FLUSH j RESET CURB TO BE FLU51 RESET CURB GRASS TO 5E FLUSH RESET CUR5 TO BE FLU51.1 FLUSH CONCRETE PANEL 00000 0ococ� 24"xG0"ADA �00000 00000 WARNING STRIP 00000 oa000 a000cc 00000 oococ 00000E RESET 93"CURB,TRANSITION TO FLU5H O c., SLOPE NOTE: INFORM ARCHITECT IMMEDIATELY IF o 33"CURB TRANSITION n `o EXCEEDS 5.3% SWAP EXISTING 93" CURB AND 55"CURD LOCATIONS CR055 SLOPE RESET 58"CURB TO 2.0%(I:50) MAX MATCH ADJACENT EXI5TING CUR5 HEIGHT EXISTING CURB TO REMAIN DRAWING NO. DATE- a1Is/v c� '��� ,, � �Atk Y,w s r-0 IMPROVEMENTS TO THE PUBLIC WORKS BUILDING ®©® " SKL-3 '°'.A'""- JET REWSK)W r4o oEscrzoN CHECKED' CTC REMISED CM CUT LAYOUT �wre / f f FLAB POLE I�M ( 1 ) NU + ( 1 ) C5 + ( 1 ) NM KL f KL SET K ROUGHLY AWAY FROM BN. SPACE KL ROUGHLY EACH OTHER, PROVIDE , LAWN MULCHED PLANTING BED AR LIND PLANTINGS. Q/ v v K1 LAWN \ o - t i �` � � v, yr �✓ � v v i i C�NENTIRE \ PLANTING \ BED TO BE RIVER . STONE . fCETANTLEELPL NT N S iNs (2) TO �� (44) o . Ft. WANEQ LICNT a RIVER STONE, 21'-311 1 KL IC POLE � , AT WINDOWS (3) SPACE RM ROUGHLY 4FROM 4VTC & OUT OF LINE ROUGHLY % 4 PROVIDE MULCHED NTIN ° BED AROUND NT N S, (2) TOVTC - CURVE EDGIING I v u v lv RM v v ✓ L ( v v v v v v v o a (3) JV w UTILITY POLE (2) RM Site Improvements to the DPW Building ( 1 ) i5N 384 Osgood Street North Andover, MA Field Observations made on 11 -22-17 8cSKL-4R Recommended Planting Modifications Dale Design [ Landscape Architecture \. Scale: 1 f 8" — 1 '-0" Date: November 27, 2017 r7s1-r CambridgeM17 2ni °�,L-4r �cor°