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HomeMy WebLinkAbout20160419 Plans/site dev. location plan - Plans - 2302 TURNPIKE STREET 11/4/2015 PLAN INDEX SHEET DESIGNATION DRAWING I � LOCATION PLAN C-1 U LL. EXISTING CONDITION PLAN C-2 V O z r EXISTING CONDITION PLAN C-3 GRADING & DRAINAGE PLAN C-4ELI W GRADING & DRAINAGE PLAN C-5 0 UTILITY PLAN C-6 UTILITY PLAN C-7 LAYOUT PLAN C-8 ' o z 00 00 O LAYOUT PLAN C-9 v W O '., PHOTOMETRIC PLAN C-10 LANDSCAPE PLAN C-11 G JI v o w DETAILS PLAN C-12 ui DETAILS P C-13 LAN O to N HAROLD PARKER ROAD o J u > DETAILS PLAN C-14 \ Q o N z ZONING TABLE /W z ZONE: BUSINESS 2 (B-2) ® O 0 Z o L1 J I� W a REQUIRED/ALLOWED PROVIDED f r. MINIMUM LOT AREA 25,000 ft2 152,739 ft, Q v \ MINIMUM LOT FRONTAGE 125 ft. 422.34 ft./438.03 ft. U ® '. MINIMUM FRONT SETBACK 100 fL/25 ft. 102.5 ft./30.7 ft. �' YW MINIMUM SIDE SETBACK 25 ft,' 116.2 ft. ^Y J Z '. MINIMUM REAR SETBACK 30 fl! 54.4 ft. {.L. MAXIMUM BUILDING HEIGHT 35 ft. I < 35 ft. O O c c c P.AXIMUlA FLOOR AREA RATIO 0.75:1 0.16:1 N E E MAXIMUM LOT COVERAGE 359, 13.3% u E E U V MAXIMUM DWELLING UNITY DENSITY N/A N/A m c 1. ADJACENT TO RESIDENTIAL DISTRICT,AN ADDITIONAL 15 FOOT SIDE OR E REAR SETBACK SHALL BE REQUIRED. THE FIRST 15 FEET OF THE TOTAL E SETBACK ABUTTING THE RESIDENTIAL DISTRICT SHALL REMAIN OPEN AND Q � GREEN, BE SUITABLY LANDSCAPED, UN-BUILT UPON, UNPAVED AND NOT �J 3 PARKED UPON. IN THE BUSINESS 2 DISTRICT,THE SIDE YARD '.. REQUIREMENTS MAY BE ELIMINATED WHEN TWO (2) ADJOINING PROPERTY OWNERS AGREE TO SHARE A PARTY WALL. PROJECT NOTES: 1. EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLWIAS&SPARAGES LLC CONDUCTED IN SEPTEMBER 2015. W � '.. 2. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVU88). 0 3. THE UTILITIES SHOWN ARE THE RESULT OFRI AN ACTUAL INSTRUMENT SURVEY PERFORMED BY WILLIAMS&SAND OTHER EC,FR01.1 VARIOUS PLANS ON FILE E WITH THE TOWN OF NORTH S To THE AND OTHER PLANS OF RECORD. NO REPRESENTATION OR WARRANTEE IS M1AOE AS TO THE ACCURACY OF THE LOCATION OF THE SUBSURFACE UTILITIES AND SHOULD BE CONSIDERED APPROXIMATE. W t m W a 4. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE O o START OF CONSTRUCTION AND SHALL NOTIFY THE OWNERS REPRESENTATIVE IF EXISTING '., CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN THAT WILL PREVENT THE t v o PROPOSED WORK FR0M BEING COMIPLETED AS INTENDED. y THANIKKAL, ABOOBACKER 5. IF DURING CONSTRUCTION A CONFLICT SHOULD ARISE BETWEEN AN EXISTING UTIUTY AND d 2230 TURNPIKE ST. 0 PROPOSED WORK THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN RICPAR" CRA" E. MA1108C LOT61 ul c o c✓� WRITING FOR RESOLUTION OF THE CONFLICT. 2251 TURNPIKE ST. Z q3 m Q ro 3 m r Q N MAP108C LOT35 c c =� 6. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION. - 3 > o a m o 7. THE PROPOSED WATER CONNECTION SIZE,TYPE&LOCATION ARE TO BE DESIGNED IN GECOY, JESSICA&ABREU IS Y z Q tI u N z ACCORDANCE WITH 248 CIJR 10.00:UNIFORM STATE PLUMBING CODE. 2240 TURNPIKE ST. JOHNSON, DONNA J. MAP108C LOT1 TOWN OF NORTH ANDOVER B. THE CONTRACTOR SHALL VERIFY ALL BUILDING DIMENSIONS AND ARCHITECTURAL 2241 TURNPIKE ST. 0 SHARPNERS POND RD. SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. MAP108C LOT36 - - MAP108A LOT10 9. ALL PROPOSED DRAIN PIPES ARE TO BE HDPE OR APPROVED EQUIVALENT UNLESS OTHERWISE SPECIFIED. p � E o c 10.PROPOSED SEWER SERVICE SHALL BE 8'DUCTILE IRON. SAWYER, MICHAEL LOCUS < 2245 TURNPIKE ST. z z 11.PROPOSED WATER SUPPLY SHALL CONSIST OF A 6"MAIN FOR FIRE SUPPRESSION AND A MAP108C L0T50 U z L: 4"DOMESTIC LINE. w N L .. -o w 12.WHEREVER FEASIBLE.SEWERS WILL BE LAID AT A MINIMUM OF 10 FEET.HORIZONTALLY, THEODORE J. 0 w U. .pip uc. FROM ANY EXISTING OR PROPOSED WATER MAIN SHOULD LOCAL CONDITIONS PREVENT A IAEADOWS, TR. ?,0 m m 2 E v T m c v LATERAL SEPARATION OF 10 FEET TO A WATER MAN THE SEIVER MAIN WILL BE LAID IN 2303 TURNPIKE ST. PQN� NOh1ID TRUST >-�� Z LL ro b rt A SEPARATE TRENCH AND THE ELEVATION OF THE CROWN OF THE SEWER PLACED AT PIAPIOBC LOT37 w`f Cj LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN.WHENEVER SEWERS MUST P`v`R JOSEPH DIGRAZIA, TR m 3 t; v c O o CROSS UNDER WATER MANS,THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT NP.R 2350 TURNPIKE ST. cl rn 3 v w ii '3 THE CROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER S MAP108A LOTIS y a` MAIN.WHEN IT IS IMPOSSIBLE TO OBTAIN HORIZONTAL OR VERTICAL SEPARATION AS OAKRIDGE VILLAGE f] STIPULATED ABOVE,BOTH THE WATER MAIN AND SEVER SHOULD BE ENCASED IN NOMID TRUST CONCRETE FOR 10 FEET EITHER HARVEST DRIVE HER SIDE OF THE CROSSING. 0 TURNPIKE ST. IMP108C L0T38 l,AP108A LOT19 Cn (n D 13.THE APPLICANT SHALL COORDINATE WITH THE NORTH BOVER WATER DEPARTMENT i0 �I � ENSURE PROPER DOMESTIC AND FIRE FLOWS PRIOR TOO BUILDING PERMIT. H/ � p m R� 14.VERIFY ROOF BRAIN LOCATIONS WITH ARCHITECTURAL PLANS. 2324 TURNPIKE, LLC _ �2324 T.ATURNPI �Nz m 15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ABUTTING PROPERTIES FROM TURNPIKE S l L0 T. a � DAMAGE IN RELATION TO ALL PROPOSED IS SITE WORK. s o w '.. 16.THE FOUNDATION PERIMETER DRAIN SHALL BE INSTALLED IN ACCORDANCE WITH 780 CMR H E o m m z Y 5405 (THE hASSACHUSETTS STATE BUILDING CODE). 17.SITE WORK TO COMPLY TO ADA STANDARDS.+ t- �N 18.PROJECT REQUIRES COVERAGE UNDER THE NPDES CONSTRUCTION GENERAL PERMIT AND `ate THE PREPARATION OF A STORMWATER POLLUTION PREVENTION PLAN. ��,0 SEAL m `9a to of iia�I<i c=. a".� zATere c oN\rr J MOG E yl6 0 3 2 •� e I� 9-•Iz;2c1� 0 3 \\WS-DCl\data\Projects\NAND-0033(2302 Tumpike Street)\Drawings\SP2302turnpike_R6.dwg,MEM TURNPIKE STREET (ROUTE 114) (80.00' WIDE - 1945 STATE HIGHWAY ALTERATION). DIP _- / '\.�,.'_� G:lo N e �m EDGE OF PAVEMENT N N N ry N ry N N ry 2-- ry,yN N �t1 N 1y fug N N N— �, SOLID WHITE LINE SOLID DOUBLE YE_OW LINE SOLID YELLOW LINE DASHED YELLOW LINE _ SOLID DOUBLE YELLOW LINE + SOJD YE.LDW LINE OO+OSL DASHED YELLCW LINE /\ IS& „ I _ SOLID WHITE LIN" m EDGE CF PAVEMENT 10 „ZL _ -154 " x x „ x 0 N e o . � x 0- - " $ M 7 x — OJ z x � -- v _ g s - x e -- „ w BE m - •' _ M -- — - _ 0�y yl(1 0 x u z F- .. - -- - - -•' �e w°a oN m 3N0Z - a v x x u. x x•' 2 � t- �� / / _ �•�,r ,+ �z ;gym \ >a�N no / v /L c mm'zn pz / µ = Amoo EI mgo m=x i o- Ei i n> 6 N� ._ ZONE B 2 ZONE R-2 LINE 1-1 LINEui -1 -- - \ I ' <m z x x y z 1 0 ti m - z 1 -I o c�o m •-�i N -v'+ i� N - x z -� 1 ry o m �r y m o o z n o z r o ©y z N y z o y N y N z G) m_m n ti = - c) y z ti m C) �m czi n Z c to mm a A COO N Nm N A C m GJ O S m O y 8 O Om z m Dn O D O r0 mA o o Nc> -Im m vi zm z z z m Cn TI Designed By:MEM Owner:Drawn By:MEM EARTH WORKS SITE DEVELOPMENT PLAN Reviewed By:CPS Kevin&Elizabeth Murphy Protect Manager:CPS 169 North Andover, Street EXISTING CONDITION PLAN C North Andover,MA 01845WILLIAMS Job File Number:NAND-0033 #2302 TURNPIKE STREET,NORTH ANDOVER,MA 01845 SPARAGES Applicant: Drawing File Folder:NAND33 4 Sheet Designation/Plan Index 4/12/2016 0' 10' 20' 40' MAIN 1 suavtrou Earth Works,Inc. 19150UTH MAIN STREET C/o Dann Gill 3 Town Comments,Grading,Entrance 3/31/2016 DRAWING: C-2 SUITE 103 Drawing Issued for Review Only y MIOOLETON,MA 01949 23 Ash Street 2 Peer Review Comments 3/8/2016 SCALE:1 PHONE:(978)539-8088 ® Drawing Issued for Permit North Andover,MA 01845 S FAX:(978)767-8579 1 Peer Review Comments 2/10/2016 C.WSENGINEERS.COM Drawing Issued foronstruction (978)265-7320 SHEET 2 OF 14 N0. DATE NOVEMBER 4,2015 \\WS-DC1\data\Projects\NAND-0033(2302 Turnpike Street)\Drawings\SP2302turnpike-R6.dwg,MEM D TURNPIKE STREET (ROUTE 114) z D (80.00' WIDE - 1946 STATE HIGHWAY ALTERATION) u a m — o � o EDGE OF PAVEMENT \ --.��c�r N SOUD\Yh TE LINE --/- _r'-_ y b —�—� r / -ry Futy fH f nr w Fu' _-L— - - T EOOE OFy PAVEMENT 0 — — SOLID DOUBLE YFI I OW LING 2 `�< + � N GOUO DOUBLE YELLOW LINE I N —i— — —'_ SOLID DOUBLE YELLOW UNE am � SOUD DOUBLE YELLOIY LINE SOLID V------ WHI=A'E EDGE OF PAVEMENT W o i09Y13ntld 30 3D03 _y �$ \ — - a31VM^0 „ZT w u0 n n n n�- 6 � - U _ -162 ORl'y` �- m\ iL e w` 0 i mW 0 _ e No� I N N<ox o _ m x 139 1 e — -- - a _ 2 Z ti u_ w w x k _ M N j o, N N � O \ u m _ I -23 _ O � � I+ gV � EE �� I y �� zr FF 0 P\ xn M o I � _ s m I \ I I S \ z v \ Designed By:MEM Owner: EARTH WORKS SITE DEVELOPMENT PLAN Drawn By:MEM Reviewed By:CPS Kevin&Elizabeth Murphy Project Manager:CPS 169 Andover,MA NorthAndover,MA 01845 EXISTING CONDITION PLAN Nor WILLIAMS job File Number:NAND-0033 Applicant: #2302 TURNPIKE STREET,NORTH ANDOVER,MA 01845 SPARAGES Drawing File Folder:NAND33 4 Sheet Designation/Plan Index 4(12/2016 "" `" Earth Works,Inc. 0' 10' 20' 40' 191 SOUTH T SUITE103 MAINSTREEio� c/o Danny Gill 3 Town Comments,Grading,Entrance 3/31/2016 DRAWING: C-3 Drawing Issued for Review Only MIDDLETON,MA 01949 23 Ash Street 2 Peer Review Comments 3/8/2016 SCALE:1"=20' PHONE:1171)131-R088 ® Drawing Issued for Permit North Andover,MA 01845 SFAX:(978)767-8579 (978)265-7320 1 Peer Review Comments 2/1 01201 6 WSENGINEERS.COM Drawing Issued for Construction NO SHEET 3 OF 14 DATE NOVEMBER 4,2015 361C� I �'] LEGEND OF 5`163 j ,' .g.� ,. 3 SCALED LOCATION OF THE LIMIT I d,../J I SYMBOLS I u I I 1 I 1 1140.S —OF THE ESTIMATED {/��� U '— I I I i ,/113.E6 1 I HAB;TATS OF RARE WILDLIFE 1 EXISTING CONTOUR � SCALED LOCATION OF THE LIMIT OF -- - - •• Q THE SPECIAL FLOOD HAZARD AREA I EXISTING SPOT ELEVATION x51-» u I y j I I PAVEMENT / =.,za1, ZONE A(NO BASE FLOOD Z I• f 1 rraL©ox I I / ELEVATION DETERHINED, 1% EXISTING DRAIN 0 f— Is0s ' at s nxe ANNUAL CHANCE FLOOD)TAKEN EXISTING CATCH BASIN ® W I �f .a FROM; MAP NUMBER 25009CO243F Lu a + r� I I I i / z EFFECTNE DATE JULY 3, 2012 ,5d9d N 1 Irrr€ksEcnol - / �O I EXISTING DRAIN MANHOLE Op V1 31cN aaa.o-i _x-rs.co _ � S`A 1 I I �e-�, .--- a" ! gd6 I EXISTING SEWER FORCE Ym Ott � LLJ W MAIN N 0 I EXISTING WATER w o�p a x`4�41 I s I I N EXISTING WATER GATE LuC / a a I I 1 z NYD G ry ry x s>e �I I o EXISTING HYDRANT G LL END I, I I I �9.0t', o 1 EXISTING UTILITY POLE Lu iu ,azov a , 1 �a� _ 0 V ry y slLTpnoN L o a 1 1 ExlsnNc OVERHEAD WIRES O o Q N I CD TROL I ZONE R-2 ( .I `m I EXISTING CURB - W Q z N I L a Z �' I� I LLNE B-2 69 Exlsnrlc EDGE of — > — _ I mCnto - - - - _ �I PAVEMENT Lu xTz ws� x I I .I°s I I I' •'s �m R� .w EDGE OF BORDERING —.—.—.— 0 VEGETATED WETLANDS 03NELu \ ,- yd�/ 9q LIMIT OF 25' NO W xyaz.ox a I k,e0 '2i I zi / F`�•o,P I DISTURBANCE ZONE ( K o c LIMIT OF 50' NO BUILD 92 I.+nll.uvx� ..° I cF, ZONE N t-.7/ Y la°.s9Pyy,o I LEVEL SPREADER LIMIT OF 100' BUFFER __ Z Z \ ZONE �/ `" 18"INV-124.00 I I I I I x s.ee 10"INV. 124.00 PROPOSED CONTOUR taz O E- \ v ss LEVEL TROUGH 123.50 4 m „ PmO �L TOP LEVEL GRANITE PROPOSED ORAIN y I I s' -„ •phi Z 2 : ' �.2i CURB=124.00 D s E E I PROPOSED PROPOSED ��� s• • V b B B I I PRbPOSED 11 y� BLF PROPOSED CATCH BASIN O i I I 2 STORAGE STORAGE STORAGE o= \'��p�F / PROPOSED ROOF DRAIN RD F.F.=139.0 F.F.=139.0 o u V v 3 F.F.= 39.0 0 i PROPOSED WATER 3a15s f', m I I I sass � = \ °/ PROPOSED SEWER S Q u ,ee I I 7x , ' ,.. V / PROPOSED SEWER FORCE LV o .1 5 _ g' •\ \ MAIN o F4 o I- GRASSED; \ DRAINAGE' 1 � a 1 Is-°s PROPOSED SILTATION y I I CHANNEL I 1 _ \ \ / 8' WIDE RIP-RAP Fy jy / EMERGENCY CONTROL cerrtER I I I %\e I I I V DUMPSTER r wF A7 SPILLWAY iURN I a `}a _ PAD EL.=13L80 _ ONLY s1Gr! I/`, s I A /N Y „aa i,su z° I i o� I,sn ,x sa-� SNOW ! '� (PROPOSEDL,j 4/ STORAGE x 2 CO lCRETE BLOCK - —' ��` �} _ RE VALL 4' HIGHS A SNOY -- - \ LTJ W (6'2'x2 BLOCKS STORAGE n3 z I Iz - sa _ OR APPRQV,2,' ARAM r2 -°° •\Is O J w z z 0 I E I 3p t I sa EQUAL Paz ° N °o IGRAS5S0 ' ! r4q I ) NS zze r 6 lion' �' a s Iit _ __ _ _ r m m DRAINA E I=_/ ' / \ - \ - a o w ! x,a.xa I o . .z CHANNEL x,ia.zx 1 1 xn, \ rb WF ISO 3? 1z, sw� Eo , , aI ,aso — vl sns l 1 TH 3 .-\24- \. / N O ` m O W FSHGYli=179:8± Try-S v1�7 I w o " 146 xsr s I s ! I I I e /�, STORAGE / I I EBHGYlT=1 t xJ0 4 WIDE \ - - W' o Q aroi 3 m t Q ry , I se I (( SNOW" I INFILTRATION BASIN 1P BERM z.. LIlA17 OF \ TOP BERL1 132.3 - .a m - 9. a C m I / ESHM EL. 128.0 INFILTRATION _/ O Y 2 Q ry Z�' AREA I I BOTTOGVIT= 22.3 - ANALYSIS ® �" rz _ _ _ u�u 1{R� Ial,e o ,ie.v0 1 129.1 z0 e wF ISa W } INFILTRATION BASIN 11P , 1,1.°2 -- �/ �� BOT SYSTBW.-130.5 H 4 y'o 1 TOP SYSTEM 134.0 cerrr;eR � asae ••FSHGV/T=122 33 � _,._---� '� y I ue. sass tse ONLY SIGH �.. I� I /'! o .n.,,ESHGVlT-1224± Y -122.4 ` N I tPNG NRrY / - y as I + I I 'a �� R _ R _ __ -.,za.0a •. za., wF Iv z z z , U Q RO I; Uv W I,: \ 9' LONG x 2' WIDE �,� Sf E ' I GIs ,• - T - I SPILLWAY EL.=129.50 '�fI(I amv� Z ! 4 RD' RD— RD RD'. RD FOREBAY 5.1± BOTTOM EL.=128.0 uLeal '� � PROPOSED BUILDING„s.,a 3 �w VHF 155 „zaa, cn i; INTERMITTENT f Z 3 sei�: v W TIC _W _ i `.\ '+ G I =1 CJ ':0 D - STREAM e s F.F.=149.0 �� 11 7s ao �,ly I p FOOTPRINT=15,916 2 3�v ft -- _YrE�, a �� y I / z8 I I � x ® / n I W I / x ` 1 � RULE I _ -- �3a 'SCooi�',w„ V STI � Q-i_ I ,aao -- SNOW - / _. - vneo3 � z � GRASSED � 'I I 6RAINAGE ✓ kA�2 j,ax m y J j A CHANNEL , sa I 4� tARE F / SEAL ..' � � wrF�isz o , I16 I - O o 1 \ \ TAANE _ _ •- I m a \ / 24 crop ' mnrrxcwe? SCHOOL I j i �. I'x INV 13L21 kF is tan _. ?h raccne m K weN sate-r I c o SICK aCONG a.s \ 0 a " HEADWALL. x,wa i ! l _.._.. /' ki. 1 \ / ,��_, .. uo d� A _ � c{•l2°K/Ir0 u a 3 \\WS-DCl\data\Pr jests\NAND-0033(2302 Turnpike Street)\Drawings\SP2302wrnpike R6.dwg,MEM z TURNPIKE STREET (ROUTE 114) 0 (80.00' WIDE - 1946 STATE HIGHWAY ALTERATION) rn C) mo � -_— __i:.. $�—EOCE CF PAVEMENT �. C prv- SOUD WHITE LINE EDGE OF PAVEMENI r z SOLID DOUBLE YFI IOIV LINE "<<= SOLID DOUBLE YELLOW UN- v m 00+952 1I O+Gn2 -�--- --rm 5 SOUD DOUBLE"ELLD`N LINE _ _ �T I „\ I' -- SOLID DOUBLE YELLOW LINE + W.41TEL10 LINE _ ,u2 y —EDGE OF PAVEMENT u �„� 1N3VY3AVd 3 3003 }J31VM a r 2 5. 5 \ 1 x _-- v a " L o e m o �9 ti o oa Oa — Qa _ a � - rv4 ru- o n l I o OA O o I - � O A-- - n �u N m m --HI II II p o Nww g�D AO� A, N"_ µovly R " _ra �C 15, N " Z o m r mc�mr-L� o \tl r QDm II IJ z Q \ \ o mr KU ® o. owµ 4 ° . 4 O NEc µ Ec 0-Z m\ _ 0. O \ l9 . oz O1 m� E ' O A mZI /tI I p ) 1 I I,M o h 4� \ 6� DnyBy:MEM Owner: Drawn By:MEM EARTH WORKS SITE DEVELOPMENT PLAN Reviewed By:CPS Kevin&Elizabeth Murphy Project Manager:CPS Nor h And d Street GRADING & DRAINAGE PLAN C North Andover,MA 01845WILLIAMS job File Number:NAND-0033 #2302 TURNPIKE STREET,NORTH ANDOVER,MA 01845 Applicant: - SPARAGES Drawing File Folder:NAND33 4 Sheet Designation/Plan Index 4/12/2016 0' 20' 40' wc110 MAIN STREET Earth Works,Inc. 197500TH MAIN STREET 3 Town Comments,Grading,Entrance 3/31/2016 1 DRAWING: C-5 511r1E 103 Drawing Issued for Review Only 23 Danny CIII MIDDLETON,MA 01949 23 Ash Street 2 Peer Review Comments 3/8/2016 SCALE:1"=20' PHONE:8)76639-8088 ® Drawing Issued for Permit North Andover,MA 01845 1 Peer Review Comments 2/10/2016 SWSENOINEERS.COM 79 SHEET 5 OF 14 FAX:(978) S.CO � Drawing Issued for Construction (978)265-7320 NO. DATE NOVEMBER 4,2015 \\wS-DCS\data\Pmjects\NAND-0033(2302 Turnpike Street)\Drawings\SP2302tumpike-R6.dwg,MEM m c / \ FMN- <_ °� TURNPIKE STREET (ROUTE 114) IAQO� IL _ _ _ _ (80.00' WIDE - 1946 STATE HIGHWAY ALTERATION) O 00+£SZ 00+ZSZ ` I I _ _ _ — O I � a31VM11 10 .,ZL C / G? / x0 Z z ti O L O o O I _ cn cnm ➢my Z p A 3An9 Z A I I Jun z➢ is I ao- Z A O 00 ➢� O` \ IM m \ \ o; m�,y Z.5 m a z ka Zt z o m z°m m r ton ` O D ti O x OZ ➢-➢ I / SA zo \ mp oQ 9 A np O (�O YY W O N OUI �O W aZ O O _ W A �z Zo 4" D.I. FORCE MAIN - \ NN_ YH YI! Ii! Vt3 rc^,p0.o �.: ` �➢moo N � z z� SFRGQ e m 6,. 40 PAC Sa 7.G9 ni— Z�-Ci tl➢l W� N A\ 00 (n <Z G�y Q O W II A Ny© CJJ / \ IIm O NNf -< _ Uyn l IIA W00 O CO. n�➢ nWi uWiO Vm O \ _ O'Z o. Z C DN rn 0 0 o zTc o S 'col O _<N µ µ m> ?« aP I < O \ O <S \ II II \ w II j y O El l <_f _ �Q � II O m w A N a zN A ➢ W A O V II G N O O Z u \ O o II m O O- II II zl V O \ o w�5 1) A0 II O \ N 3] m N S O V W� S - w o O- � ) 1Ov Zxl� Oc -[On2 NNE SZZmp N Vm - _ < Va6 �� 3V) \ O ocn XGOK:-D II / G 1 Q ® m-tmr\ �ZoaZpC 'Z TT1 C7.' .zz m y<a� o \ o m II n m NI " n5 - ,p II-Nn II II mµZ < m _w o p \ on a � II � >~ ON0000�� fn A m 2 O II j ZZ A I�I'O>� J r \\ a �O m I � -4 �cams;N�a D RlPI135t\`�0� V �iT'tYiyl Designed By:MEM Owner: EARTH WORKS SITE DEVELOPMENT PLAN Drawn By:MEM Reviewed By:CPS Kevin&Elizabeth Murphy Project Manager:CPS 169 Boxford Street UTILITY PLAN North Andover,MA 01845 5P WILLIAMS job File Number:NAND-0033 Applicant: #2302 TURNPIKE STREET,NORTH ANDOVER,MA 01845 SPARAGES Drawing File Folder:NAND33 4 Sheet Designation/Plan Index - 4/12/2016 0' 10' 20' 40' ua 1—1 nexxms I euevaors Earth Works,Inc. 191 SOUTH MAIN STREET C/o Danny Gill 3 Town Comments,Grading,Entrance 3/31/2016 DRAWING: C-6 SUITE 103 = Drawing Issued for Review Only SCALE:1"=20' MIDDLETON,MA 01949 23 Ash Street 2 Peer Review Camments 3/8/2016 PHONE:(978)539-8088 ® Drawing Issued for Permit North Andover,MA 01845 S FAX:(978) Drawing Issued for Constructio 767-BS79 (978)265-7320 1 Peer Review Comments 2/10/2016 SHEET 6 OF 14 WSENGINEERS.COM n NO. DATE NOVEMBER 4,2015 \\WS-DCl\data\Projects\NAND•0033(2302 Turnpike Street)\Dmwings\SP2302turnpike-R6.dwg,MEM �— _._ry—. G\ 1^ _04) P4— a. :�— �.�1� I'I' —U _�N � TURNPIKE STREET (ROUTE 1 14) -�Ori - �Fu— _ __ _ n _ N _ —M y ry_ _N N O l N 2 M u c JJL — � (n —��_��ry < `° FORCE MAIN I mN .(8000' WIDE — 1946 STATE HIGHWAY ALTERATION) Z I — A _ _ _ ;2 00+fSZ OO+ZSZ r_ 00+S2 —90U9+09 00+09Z 00+e4Z Z W —� — _ _ _ — _ - - _ ^— „ — _ _ —n — „- - n n a31V,n IC ,.ZL n doh n� n� — _ - - _ — _ x� < ��: I O ; rZm n '� � 'i In 0 M I KA O O C rn Z O D >M �Mzos z o A ' 1 amM a /p I 1 1 1 Y r \ NN � O CZ yO A A. O o .�.O ZIm -* � C Ca 06 Oa 0a 9 4"D.I. FORCE MAIN `L9TgP0 PH fti PU M 6" F I SCH40 pV \ — C S>1.09 n A 4 r� o I Z Sd, zl O➢ ii �' II V) N N _ S II <- II O+ D W O� O I DWm;� nay NU�O �r + NmY 0 o o g rn�o 00 oI — zWmA I+ o� J H- ' �o AM N pD C O O II II � AO i ten. o a� m v / DZ �)0 r�I Day"I om m mo'm Ao' Nr!^/. M—I r71 20 A zit Zr710,- <� v<x n<-•� o o .II `ml1 n \ <> Z _ P O N �'OO II?II t+Z � ti C / A l Z — 10,m'DDV ONOCO -� �v p=�om Z_-Z o O N N mmm II / tNfi WA2lW000 1 N II II O D _'� O s oWro o y z� oo Q / m 2. D O A T O ^�^ Z 0 Z`J 1�12 +J 1771 I ~O P o$ I ➢> dO z 12"MM, n art � Q 4'MINIMUM Q1 �eil3su�;,1 T� Designed By:MEM Owner:Drawn By:MEM EARTH WORKS SITE DEVELOPMENT PLAN Reviewed By:CPS Kevin&Elizabeth Murphy Project Manager:CPS 169 Boxford Street UTILITY PLAN T—- & WILLIAMS Job File Number:NAND-0033 North Andover,MA 07 845 #2302 TURNPIKE STREET,NORTH ANDOVER,MA 01845 �/�/ SPARAGES Applicant: Drawing File Folder.NAND33 a 1 0' 10' 20' 40' rxFIN—I vuHNrzs I suavcou Earth Works,Inc. DRAWING: C-7 191 SOUTH MAIN STREET c/o Danny Gill 3 surrE 103 Drawing Issued for Review Only SCALE:1"=20' MIDDLETON,MA 01949 23 Ash Street 2 PHONE:(978)539-8088 ® Drawing Issued for Permit North Andover,MA 01845 1 Sheet Designation/Plan Index 4/12/2016 SFAX:(978)767-8579 (978)265-7320 SHEET 7 OF 14 WSENGINEERS.COM Drawing Issued for Construction NO DATE MARCH 31,2016 \\wS-DCl\data\Pr jests\NAND-0033(2302 Turnpike Street)\Drawings\SP2302tumpike-R6.dwg,MEM o wo w r U m U o9m n > ti �M TURNPIKE STREET (ROUTE 114) N ti�C, �m D (80.00' WIDE - 1946 STATE HIGHWAY ALTERATION) (nn cl Z—�1 3N1� o u N Y9Z — 00129Z Z-8 3NOZ 0o.Z9Z --T— oo sZ 90s,o9Z Z O M s O W O �.o o _- __ N II U O 410.61' N4T16'03"W o�m ZZA 1 0 ( 11.73' I v w So N4T0T28'W I f I O I U y X � Z C Z iD OO m a U /) O 6 SPACES 7 SPACES Y 7 SPACES B9 M. c O > z A A O n U I o a�v m 2 x c> o N mo'n o z m z z O Io ~ Z vcc vcc ea m z c r� 48.72 36.34 C'SG 41.28 (( .n O r N J 79.17 000 O Z M. m w o o QJ �c W71 D0 z Z -c p m m 71 6.00 k N N -TI_ 00 > O t^T N \ f J W W m 0 27.78 9.1] t0 M N OV O 3.22 m a i h^N9 ��/yy021j 1j3j1 W9 z N TI U M. T,.-D col om�Av�ao oa II 0� >w mo 0zn � nm cy1� �y0 Anm�' z�'z D m'Cmm� O N DO / mS ZD ZNN NOIIVIS -Iz >�� 0363VM Mn aJn9 DN `� > ooA ?l?1 (n 6 r rs allos�o vwl - o _ Iz II Rl m >=->omo I »NmZ I W s30•das9j I �r o / �• � Nc�o� 01\ UT CD�I� 5N o� i nsazo 2Z � � /• O icz�o N oN °cairn cn z o \ fio.00 ci m / •/9�0 \\ �O ant, J CA o / 54s',B'G2'E � 45.96' s44968'"E ./ ZONE B-2 S47'Z4'39"E 102.00' ZONE R-2 19.68 LINE I-1 LINE i-1 I 1 I Z a I 1 to (� � CO NMpHF A-13s' Designed By:MEM owner:Drawn By:MEM EARTH WORKS SITE DEVELOPMENT PLAN Reviewed By:CPS Kevin&Elizabeth Murphy ProJea Manager:CPS NorthA Andover, SURVEY & LAYOUT PLAN North Andover,MA 01845 AYn�, WILLIAMS Job File Number:NAND-0033 #2302 TURNPIKE STREET,NORTH ANDOVER,MA 01845 4�y & Applicant: \ SPARAGES Drawing File Folder:NAND33 4 Sheet Designation/Plan Index 4/12/2016 0' 10' 20' 40' RIFT Earth Works,Inc. DRAWING: C-8 191 SOUTH MAIN STREET c/o Danny Gill 3 Town Comments,Grading,Entrance 3/31/201 fi SUITE 103 0 Drawing Issued for Review Only SCALE:1 MIDDLETON,MA 01949 23 Ash Street 2 Peer Review Comments 3/8/2016 PHONE:(978)539-11HH Drawing Issued for Permit North Andover,MA 01845 1 Peer Review Comments 2/10/2016 SFAX:(978)767-8579 (978)265-7320 SHEET 8 OF 14 WSENGINEERS.COM Drawing Issued for Construction NO. DATE NOVEMBER 4,2015 \\WS-DCl\data\Pr jects\NAND-0033(2302 Turnpike Street)\Drawings\SP2302tumpike R6.dwg,MEM iI TURNPIKE STREET (ROUTE 114) (80.00' WIDE - 1946 STATE HIGHWAY ALTERATION) :£94N - - Z - _ _ ZT2J ]NIA 00+SSZ 0O+49Z 00+C9Z Z-8 INOZ 410.6 V \ \ A N4Ti6'03"W f C 10 4 I o - \ 6 SPACES 7 SPACES Y 7 SPACES N O D�� \ VGC r VG 45.72 6a n� 41.29 m 9.1] O C on SOO Y m ZE O 6.00 D L o 0 3.22 °7.7e I N v N n N� N 0\ n-o IL OSZ /f �a Q � 'ON z�l -1 O� 7 mI� GOOF \ I z �.\ O rn 50.00 CA Z D Z(P nh 9amo Z / oo c / � 3 o, fl0 \ S45-18'0Z"E I __ Q �\ 45.96' S45'11'O! 149.58 a^3a Z0� 6 O ll3 \ ' NMMNk� . � 2 � Y t C A� f1134���1� - �t' rrt13� Designed By:MEM Owner:Draw By:MEM EARTH WORKS SITE DEVELOPMENT PLAN n Reviewed By:CPS Kevin&Elizabeth Murphy Project Manager:CPS 169 NorthA do Street SURVEY & LAYOUT PLAN C North Andover,MA 01845 WILLIAMS job File Number.NAND-0033 #2302 TURNPIKE STREET,NORTH ANDOVER,MA Ol 845 Applicant: SP_ARAGES Drawing File Folder:NAND33 q Sheet Designation/Plan Index 4/12/2016 7 0' 20' 40' —o.I sax�f ou Earth Works,Inc. 191�SOUTH MAIN STREET 3 Town Comments,Grading,Entrance 3/31/2016 DRAWING: C-9 SUITE 103 Drawing Issued for Review Only c/o Danny Gill MIDDLETON,MA 01949 23 Ash Street 2 Peer Review Comments 3/8/2016 SCALE:1"=Z0' PHONE(978)539-8o88 ®Drawing Issued for Permit North Andover,MA 01845 1 Peer Review Comments 2/10l2016 SFAX:(978)767-8579 (978)265-7320 SHEET 9 OF 14 WSENGINEERS.COM Drawing Issued for Construction NO. DATE NOVEMBER 4,2015 \\WS-DC1\data\Projects\NAND-0033(2302 Turnpike Street)\Dmwings\SP2302tumpike R6.dwg,MEM b m a 101 0 n m D s D C — — _ — — _ _ — — I m m n m m V m =D m Z p A Z n> TURNPIKE STREET (ROUTE 114) r m�mm j 0 D N mZ �Dtn umi — O (80.00' WIDE - 1946 STATE HIGHWAY ALTERATION) On >p�i VIO�D VJ O.t-O 2 O r ZoO� Do�� D Or q 9 �x m Ax m �"'0 D Z �z S o _ o R R R a o $ a s Q Q 4 'rczi Dm ''Fczim co o 0 Lf7 Q Q 9 Q Q 9 Q 8 s Q g Q Q S ozm° NZm-o N m-o o Lf)_ yn M CD ° Fri Q Q Q o n n D > o d D - r R .. __ ! I ,5 "�- dl ' roA ,yam � � �_ �a •�— a 0 z 0 0 z D D o --9 o 0 m m ) m m Q o 0 0 ° m o 9 / Axoommm G S,o D 9 � / 3 \ \ R R q I. ':n, IV w y k � w g csorna���� � � � � L Uv Z� �Am JtnNy \ N v, 92 I y Do 0o'S OD o 0 3 AD B mNNzxmm zmo � �ADa r a �O IAA Q Q — H -'�.. zo moc Tq 9 q q Q 9 a a q q �O e o o D y all G b9l om A Q Q 9 ib D O� G — s so — � R o Z Q \ ° tE C� c c`c pow 9 ��E��dm •I s.,�°� �� s� Ilt�4 I:.\ DcnaDo��DD OMMpMf r ` � EYL i Designed By:MEM Owner: EARTH WORKS SITE DEVELOPMENT PLAN Drawn By:MEM Reviewed By:CPS Kevin&Elizabeth Murphy Project Manager:CPS 169 Boxford Street PHOTOMETRIC PLAN North Andover,MA 01845 o-ppp WILLIAMS job File Number:NAND-0033 #2302 TURNPIKE STREET,NORTH ANDOVER,MA 01845 Applicant: SPARAGES Drawing File Folder:NAND33 4 Sheet Designation/Plan Index 4/72/2016 0' D' 20' 40' .--I oar+xEu I sunvrrou Earth Works,Inc. 191 SOUTH MAIN SMEEr 3 Town Comments,Grading,Entrance 3/31/2016 DRAWING: C-10 SUITE t o3 0 Drawing Issued for Review Only c/o Danny Gill MIDDLETON,MA 01949 23 Ash Street 2 Peer Review Comments 3/8/2016 SCALE:1 PHONE:(978)939-8088 ®Drawing Issued for Permit North Andover,MA 01845 1 Peer Review Comments 2/10/2016 S FAX:(978)767-8579 (g7g)265_7320 SHEET 10 OF 14 WSENGINEERS.COM Drawing Issued for Construction NOVEMBER 4,2015 NO. DATE 1 PLANTING LIST I SYMBOL QUANTRY BOTANICAL NAME COMMON NAME NOTES I HJH 11 ILEX CRENATA 'HOOGENDORN' HOOGENDORN JAPANCSC HOLLY 15"-18" HEIGHT U LL O TREES / I EXISTING CBS 1 PICFA PUMGTO ENS VAR. GLAUCA COLORADO BLUE SPRUCE 5'-6' HEIGHT V r-- REMAIN \ PJM 3 RHODODENDRON 'P.J.M.' P.J.I.I. RHODODLNDRON 18"-24" HEIGHT Z 23± DAA WIFF 1 ADIES CONCOLOR WHITE FIR 3.5" DW s^ 4' HEIGHT z - \ GL1C 14 CHAMAECYPARIS PISICCRA 'GOLDEN MOPS, GOLDEN MOPS CYPRESS 15"-18" HEIGHT Q W \ \ I BUV 9 VIBURNUM X BURKWOODII BURKYlOOD VIBURNUM 18"-24" HEIGHT \ to I PROPOSED \ BPJ 4 JUNIPERUS CHINENSIS 'RI UE POINT BLUE POINT JUNIPER 2'-3' HEIGHT TREELINE --- ----- _ L 1 - HlAH 7 ILEX X MESERVEAE 'HONEY IAAID' HONEY MAID HOLLY 18-24" HEIGHT f �' GRASS w - _--------___ o`ro a \ BLP 3 PINUS FLEXIUS 'CESARINI BLUE' BLUE LIMBER PINE 5'-6' HEIGHT O (/ BJM 2 ACEP, PALMATUIJ 'BLOODGOOD' BLOODGOOD JAPANESE MAPLE 3.5"DIA @ 4' HLIGHI ¢ b o N ' WDF 1 PSEUDOTSU(',A 61ENZIESII 'GRACEFUL GRACC WEEPING DOUGLAS FIR 5'-6' HEIGHT .y EXISTING TREES TO SKH 6 GLEDITSIA TRIACANTHOS 'SKYLINE' SKYLINE HONEYLOCUST 3.5"DIA e 4' HEIGHT Lu REMAIN ;'j \ DAA 23± THUJA UCCIDENIALIS 'NIGRA' DARK Ah1ERICAN ARBORVITAE 4'-5' HEIGHT o QO o N KUW 1 CORNUS KOUSA KOUSA DOGWOOD 2 2,5"CALIPER w CL Z OZ GRASS .. \ Q o Way I � 1 � V) GRASS END PROPOSED DUMPSTER 1 SKH J// I --- SUANURAIL PAD \ (/� 7� In W j I N L Y �. BENCH PROPOSED -, � � CONCRETE BLOCK i OI H RETWALL 4' HIGH R _ \ \ O F- B VAIOUS GRASS i A 1 (6'x2'x2' BLOCKS \ N GROUND L. I OR APPROVED COVERS AND II - EQUAL) - .\ E E ROCK RIVER R 1 - •\ N u ro E E � u` eu° II �� 1 WHF -1 BJM — E 1 SKH I - - - VARIOUS '•.• PERENNIALS ROCK — AND IVER Bpi E 9-BUV NG TREES _ TO \ ` REMAIN I I � T FOR SIDES AND BOTTOM OF z ------- INFILTRATION POND USE A _ 1 SKH MIXTURE OF GRASS SEEDS -_ _ GRASS CAPABLE OF WITHSTANDING PERIODIC INUNDATION UNDER WATER, AND DROUGHT /J I TOLERANT DURING SUMMER. VARIOUS !� PERENNIALS I I ____ 1 HMH END PROPOSED GRASS .cT AND GRASSES GUARDRAIL FIELDSTONE n _ r WALL 0 0 Q Q (TYPICAL) - y g/ o / z1o, 3 GMCo X .. o4 GHCmPEASTONE3 m a C o m O Ye Q u`�uNZ m I a I SKH 5 HJH 1 BPJ HJH p 1 CBS _ 3 PJh1 1 PlDE 4 GMC _ o z o E zm w H w _-_-_- I GRASS - rj 6 u S z GRASS 80 u -. GRASS / O ` 'O� ��U` m t;? - - - �� BOULDER �S 1 O 0\ >.�Tb E Z I -.--- 1 KDW �� VARIOUS ' ` (TYPICAL) T `� RS �1G) °'�.a I Z i 3 3 3 C� w n PERENNIALS m m o 0 0 p ` ARP w a `, 000 p. E W f- o - i i ` S`` `Y5 / 9 m'o a ro 1 J 1 SKH I VARIOUSONO VARIOUS I � � rn rn 1 PERENNIALGRASS GRASS II� AND GRASSES PERENNIALS WITH _ oB wo I VA MULCH/GRASS - - RAIN GARDEN ^mu p o v o r- F3 GMCNo3 .n- �3mo SEAL �- o / 3 BLP I GRASS 4/5/2016 �r'x'�4w•aNrro/wAe�G _ 5'±x5'±x5'± / / / 7 3/31/2016 'n -PROPOSED FIELDSTONE COLUMN SIGN (TYPICAL 3 PLACES) / / �/ 6 3/8/2016 5 Sheet Des19natl°°/Plan Index 4/12/2016 h rr d / NO• DATE �•IZ'�-rq(p p 3 FINISHED GRADE- EJ OVA552000026 FRAME& FINISHED GRADE FRAME&COVER SECTION N cF GRATE OR APPROVED EQUAL HEAVY DUTY CAST IRON MORTAR - GRANITE CURB COVER AND FRAME VENT TO ROOF r r.ICRTAR GRADE \ LL _ (TYP) U FLARED BRICKS AND MORTAR 0 BRICKS AND MORTAR TO BE USED TO MAKE SECTION END TO DE USED MAKE SUPPLIER TO PROVIDE GRADE ADJUSTMENTS SUPPLIER TO PROVIDE GRADE ADJUSTMENTS 12-INCH COVERS TO _ 12-INCH COVERS TO SUPPORT AN H-20 LOAD A 2" MAX r SUPPORT AN H-20 LOAD L a•• Z LV CONICAL SECTION - CONICAL SECTOtI PEEPHOLE TO BE C1 WATER WEEPHOLE TO BE i PRECAST IN RISER PRECAST IN RISER SECTION SECTIONT �� p. O ` 4_ � INLET cl N j J 7 � RISER SECTION RISER SECTION - II II II ''11 II 'I IIII A �— W O u U U U U U U tf i•-0" QUTLET TO SEWER Q ry -- ----- FLOWSE7C7( O ROW .°./ 'z g V Z w A-A -p O W NORMAL - OUTSIDE OF PIPE PIPE OPENINGS TO DE OUTSIDE OF PIPE Z U WATER +2"CLEARANCE 13' LEVEL +2'CLEARANCE PRE-CAST IN RISER SECTION ,,((CTION O PLAN `� _ B min STEPS W a Z -THE ELIMINATOR"CATCH BASIN TRAP OR SET A LEVEL GRANITE ���� INLET D A > ^^ _ SET GRANITE Ct1RB - 1..1.. APPROVED EQUAL CURB STOVE WITH A W F- \ BASE SECTION BASE SECTION p/F M/ STONE SIDE SECTIONS POLISHED TOP AT 4" 4 0" 3' 0" 2 6" 5" , ) 0 E`Og4. 2 Mifl.HIGHER THAN FRONT SECTION ® v, � q FRONT SECTION 5" 4 0" 3' 6" 3' 0 5" Z 2' .UN. EXISTING 4• 0",4' 0" 3• 0" 2• 6" 6" w —I 1� < L6" GRADE (W - 6" 4 0" 5 0" 4 6" 5" W _ FLOY/� SECTION VIEW 4' 0"x4'-0" 4 0" 3' 6" 6" 1� W /_ / NOTES" 5' 0" 3' 6" 3'-a' 6" �' H e ° FLARED ENO �/� SECTION o 1 CONCRETE: 4,000 PSI rAINIA1UrA AFTER 28 DAYS. W tz'htNDJutM ,z"wr,u.lu"1 Al I ° 6. o.. 4. °" 3, 6., 7" N Q Y SCREENED GRAVEL Ill SCREENED GRAV<L 1 �"'c '1��� /� �/ 2. 1.fANHOLE DESIGN SPECIFICATIONS CONFORM TO LATEST3, UNDISTURBED EARTH UNDISTURBED EARTH /iMI///�lfl//�!1/�� ASTM C478 SPEC FOR PRECAST REINFORCED Z RIP RAP SHALL HAVE A 10" 6'-0, 6•-6" 5--6" 7" �/ d50=12"(y=205 Ib/f3) CONCRETE r.IANHOLE SECTIONS." 8'-0" 5'-0" 4'-0" 9" LL w PRECAST CATCH BASIN PRECAST CONCRETE AND SHALL3. SECTION A-A BE 18'THICK BUTYL RESIN SECTION JOINT CONFORMS 10 LATEST I o ASTM C443 SPEC. O N DETAIL DRAIN MANHOLE 4. STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC m w61 (NOT TO SCALE) DETAIL LEVEL SPREADER STEP CONFORMS TO LATEST ASTAA C478 SPEC. GAS TRAP o 14 o E 5. PIPE NOT SUPPLIED. _ V u SINGLE CRATE (NOT To SCALE) DETAIL DETAIL 1 v 3 EJ GRATE 0 CURB O 3 FLANGE FRAME& 6. CONE SECTION AVAILABLE IN 4'-0" I.D. ONLY. GRATE®CURB OR APPROVED EQUAL (NOT TO SCALE) (NOT TO SCALE) V, E EJ OMA552000067 4 FLANGE FRAME& 7. FOR INLETS LARGER THAN 10"THE DESIGN AND DIMENSION o FINISHED GRADE-- GRATE®LOV/POINTS OR APPROVED WILL BE DETERMINED FOR EACH PARTICULAR CASE. a U EQUAL 33'O.D. __ W 3 MORTAR DRAIN MANHOLE COVERS N ~ _ BRICKS AND MORTAR / \ \ FINISHED GRADE (SEE PLAN FOR RIM GRADES) TO BE USED TO MAKE I I (SEE PLAN) GRADE ADJUSTMENTS � h11fJ.8°RAT TOPS—, " \ / EJ 01.1n552000027 BRICKS AND MORTAR 48°OPENING 7 FRAME&GRATE OR TO BE USED TO MAKE PEEPHOLE TO SE _ / APPROVED EQUAL GRADE ADJUSTMENTS PRECAST IN RISER c SECTION SUPPLIER TO PROVIDE ` 6-INCH FLAT TOP Z PLAN MEW 72 31 DIA.UETER COVERS TO SUPPORT AN 5'-0"DIAMETER o RISER SECTION---- o H-20 LOAD KNOCKOUTS 90 APART VI HDPE PRE-CAST CONCRETE N FLARED-END INLET PIPE PANEL WTH ORIFICE 1'.2',OR 3' 5-LEVEL (SEE PLAN FOR TOP (SEE PLAN FOR VAT \ OUTSIDE CL1-ANCE SECTION �7' q, 2 6 RISER _ INVERT) (SEE IPI.gM)o ELEVATION) > INFILTRATION PQYO �. SHEA (�( O RIP-RAP/ "THE ELIMINATOR"CATCH TRAP ROCK O o PRECAST MINI d a Q BASIN TRAP OR 2'-6"— CATCH BASIN s w APPROVED EQUAL SUMP _ BASr ( HOSEE OUTLET FORPIPE ~i BASE SECTION SH EA 4 12" LAYER OF 10 LB. c SIZE&INVERT) ro.a > .. U m>n T STONES (6" DIAMETER) N o > o c In c ip `ama a_bi 3m.c aN ' OUTSIDE OF PIPE SECTION MEW C ❑`�' m \ SECTION VI Ll4 W� +2"CLEARANCE 3 y 12"MINIMUI,t p a N\O M O m SCREENED GRAVEL - �UNDISTURBED EARTH O Y Z Q w N Z�. MINI CATCH BASIN DETAIL 12"MIN"U"--- Wfl (1 - SECTION SCREENED GRAVEL �UNDISTURBED EARTH NOTES: (NOT TO SCALE) 6. 1 co _ (2)OR IN PRECAST DOUBLE GRATE CATCH BASIN 1.CONCRETE:OR H P61 MINIMUM AFTER 29 DAYS. MANHOLE COVERS DESIGNED 2.DESIGNED FOR -20 LOADING. OUTLET/RIP RAP 18"HD PE n U (NOT TO SCALE) INLET PIPE HDPE OUTLET PIPE N Z Z (SCD EE PLAN FOR (SEE PLAN FOR a � APRON DETAIL INVERT) slzE 1,INVERT) w �� Z _...-..-__--.4'z--.--.---___� TOP OF BER1.1-132.3 (NOT TO SCALE) 22 U w 0 -o DRAIN DRAIII E m EMERGENCY SPILLWAY 0 131.8 -a m v g Z n m m > � ..2- a m PERMEABLE EMBANKMENT OF LONA & SEED TOP OF COREJ PRECAST CATCH BASIN =131.3 g 18" FES W PLAN a m w 4 0 SLOPE _---_ 2•W SPILLWAY G o' "'PERM'DDs GORE 4° LOAM & SEEDFL=,2B.5o OUTLET CONTROL STRUCTURE — �,Jrl1 a �Nmg LOW PERMEABILITY L 8. TOP OF BER61=132.3 B"LOW r� {-y�2 i GIACIAL TILL ) PER - DETAIL a ����4411 oS2'� BOTTOM OF BERM=128A 3:1 SLOPE GLACIAL TILL PROPOSED INFILTRATION ,--1 o m w m u EMERGENCY SPILLWAY 0 131.8 _ BASIN (I P) (NOT TO SCALE) 1'- BOTTOM OF CORE - PROPOSED SEDIMENT TOP BERM=132.3 1� Cn S°'vci f a LL 3 FINISHED FOREBAY(2P) BOTTOIA=128.0 NOTE: SAFETY GRATES FOR OPEN PIPE DIAMETERS GREATER / GRADE �_ 18" FES INV=130.00 E.S.H.G.W.T. 0 122.3 THAN 12"ARE TO BE PROVIDED. (FROM EJ PRESCOTT, INC. g TOP-. y o VARIES 12" LAYER OF 40 - 60 LB. STORIES (8"TO 10" DIAMETER) MIN, i29'50 PART NO. 300415-GR (15"), PART NO. 3007-HDG (Ifl"), SEAL t\ / 0 8OTIOIA-128.00 AND PART NO. 3008-G24 (24"), OR EQUIVALENT) INFILTRATION BASIN UFq,y'c, INFILTRATION BASIN SEDIMENT FOREBAY DETAIL EMERGENCY SPILLWAY CONSTRUCTION (NOT TO SCALE) "°°LE EARTH BERM CONSTRUCTIONF MN "aa,E ` T (NOT TO SCALE) v (NOT TO SCALE) 4't2'2o1� 3 PLANTINGS SHALL A MIX OF HERBACEOUS PERENNIALS, ACCEPTABLE FILL MATERIALS:STORMTECH SC-740 CHAMBER SYSTEMS rn SHRUBS, AND (IF CONDITIONS PERMIT) UNDERSTORY I � TREES THAT CAN TOLERATE INTERMITTENT PONDING, AASHTO MATERIAL COMPACTION/DENSITY LL- + OCCATIONAL SALINE CONDITIONS DUE TO ROAD SALT, AND MATERIAL LOCATION DESCRIPTION CLASSIFICATIONS REQUIREMENT IU O EXTENDED DRY PERIODS. FFRROUTFlHETop OFTHE'C�'IAYER TO FOROTTHEBOTTO!,1 ANY SOIVROCK ANTERUIS,tNTNE 30¢S,ORPER PRERAREPERSREDESIGNENGC:EERSpf.WS v M INSTALL ONE TREE OR SHRUB PER 5O $Q. FEET OF D OF RMBIEPAVE\IENFORUNPAVEDFlNLSHEO ENGINEERSPtANSCHEGKPIANSFORPAVQAENT WA PAVEOIIMi TO`ISANYHAVESRINGEtF Z GRABEABOVENOTETHATPAMB—SUBBASE SURGRADE REOUIREJ.ENFs. AWTER4LL ANO PREPAAATWN REOUIREM.ENTS. BIORETENTION AREA, AND AT LEAST 3 SPECIES OF EACH IMYBEPARTOFTHEvtAYER 1 OF HERBACEOUS PERENNIALS OR SHRUBS. BEGINcoMPACTIDNSAFTER to Poomm)� / W AASHTOMf45 AUITRUL OVER THE CHAA03ETiSL3RFAGHFD. CI Q W STARTS FROM 7HE TO P OF TFOER IAOYERM'CE R GRM'UInR\S'MES.R PROCESSAEGDGAREGgTEAfEO(NRE5 65X at•AS-+•� COM4PAC TTOAADOfVHR.-PIRYWERSN E60 YFOR \ L•[J. STD.'OFTHECHE BOIB'(450WTpAVET15: OR VlETL ORAOFOAWTERIALAN095%RELATNE n Q l/I TOP OFTHE CHAMBER NOTEiNnT PAVEVEYi I.VOSTPAVEAIElT SUBBASEIMTERWS CAN SE USED NOEU DENSLIY FOR PROCESSED AGGREGATE Li SUBBASE IAAY BEA PARTOFTHE'C IAYEA OF THIS LAYER lMOTTO 3.ROLLERmR (SlI OR,U\YEI to 3,]5],d,46].5,56.5],8,6],68,T,]8,6,69, NORCENQTEO12E0�(SJ4 (69TNT FORCENOTTOIXCEED 2I,0E to(69 N+} 4 6" AND Etae6DNExr sroxe Flu su-SON WGTHE LOAM SEED IT CHAMBFRSFROM THEFOUNOATIONSTONE CA' CD l,CRUSHED,ANGULAR STO'+E NOAMlAL SIZE AASfROA5T3' NO COMPACTION REQUIRED. Z SLOPE SEED 4-6" LOSLOPND uvENI TO THE'cuYEHAmvE HUHHH -SE—N—N-f-S-1 3,36],4,4611.-M.sT W ^O - -- -- —_ _ _ __ FOUNDATION STONE:FILL BELOW CHAMBERS CLEW,CRUSHEO,ANGULARSTOYENOACYAL— AASHTO MIJ' PIATE COMPACT OR ROILTO ACHIEVE A FIAT c Q W N 6" PONDING DEPTH L. 141.50 _ A of TITLE cwvueE�EuproTL�Foor(BarTa.q olsmlBurwr+BETrrEEN vazcuH(zow l,m> 3-,4,46],s,:s.S7 suRFgcE'• G < EL.-141.25 1iT1E1LISIEDAA5HT0 DESI6VATONS ARE FOP GRADATIONS—THE STOf+E MUSTALSO BE CLEAT CRUSHED ANGULAR FOR EK0.AWE,ASPECffMAnON FOR RSBTTNEIIVIRO STATE SLENJ.CRUSIffO, w W m ANGULAR NO 4(—HFRRM43)STONE. O Z Q < W 2' OF PLANTING SOIL a 2 sTORARECN C0IAPAGTION REQVIRENLENTS ARE AIET FOR'A'LOGTIOt+ALAlE1LnLS WHEN PLACED AHD GOAIPACTEDO+6'(150 mm)(I.tA]U LIFTS 45C:0NIO FULL COVERAGES KRHAV6YigTORY CO.VYACTDR I \` CONSISTING OF THE \� 3. 44HERE L'<FILTRATQY SURFACES ANV DE COMPROMISED BY COMPACTIgY,FOR STM'OMODESIGN LOPD CONIXDO!iS,AFlATSURFACE AY OEACWEVED SY RN(:tG OR IXiACGt`iG 45THGlRCOA�ACTKK+ J N 7 EWIPMENi.FOR SPEC4LL.LOPD OES1445,CONTACT STwtAOECH FOR CIXAPAOTION!>EgUQiEMEN3. W Z Z `1 FOLLOWING MIN Q \\�YYrj1 A0.—ENE.MEERED' R N04-N'FOREIROTFXTILE 407 SAND ``J AROUND CLEAN,CRUSLfED,ANGUTAR STO:ff NAd BIAVERS PAVEE1QRlAYF1t(BFBIG+FD 6i 20 30'!, TOPSOIL AND \JJJJ' BY SITE DEBTOR ERO'b£ER) W G 30-40% COMPOST ` - .. EL.135.30 y MIN. _ \1 :.'EL 139 25 s t D '`�,>tvad*TwA c sn, EL.-135A0 MIN. B Z �u PERIMETER STONE W .>N aa.1C" 0 J tO (SEENOTE6) a �5,, - ifl• 1t 2" COARSE GRAVEL :!C �EL.134.00(4sD mm)rur ul �..�.� N Qo PEA GRAVEL 6" FILTER LAYER , - --f1"s 's'gn'3`cY-e' - 6•(tv3 R.m)M:N _ W L.�"-Z •' EL.133.50 r 1F� 2"$AND ay .. v IXCAVATK)N Lu EL.=138.75 WI BE SLOPED oavEmlca. t- U. � � 1 w VARIES `"4 "� EL.131.00 N Y "I h H OO.50 STONE TOSEDETE0.5UNEO RAI N GARDEN/BIORETENTION CELL ➢EPF T Lr� �Y l 0Y DESIGN E+GINEER fi'(15Dmm)MIN (NOT TO SCALE) 12'(3Emm)RiN ENOTC4AOP SUBGRADEBOBS '(1501,e„)M,1+ 51'(T2951rm) 1T('300mm)tYP O (SEE NOTE 5) C NOTES: o - 1. SGl40 CHNAEIERS SHALL CONFORM TO THE REOUIREA4ER5OFASN,IF2{IB'STN+OPAD SPECIFlCATIQY FOR POLYPROPYLENE(PP)CORfiUO4TEO\YN1STOfU,M1VATER COU.ECiiC\ICWJ.9ER5'. N o E ORABTM FT -STANDARD SPECIFICATION FOR POLYE EYE(PE)Co UGATEDWALLSTCRMNATERCCLLEC(pYCHM�ERS'. N _ u u 2 SG]40CRUABEA96NALL BE DESIGNED IN ACCORDNiCE WITH ASTM FZ]B]'STANDPRn PPAGTCE FOR STRUCNfiP1 OESKY OFTt1ERMOPLASOC CORRUGATED IYAL.STO!U.fWgTER COl1EO110N 3 3 '. CHAMBERS'. vi N 3. 'ACCE➢TABLEELL MATERULS'TASIE ABOVE PROVIDES MATERULLOGTONS,OE TTIONS,GRADATIONS,ANO COMPACI'IQY REOUIRFYENtS FOR FOUNOgTKNl,FM11EIX.tFNT,AIM FILL ce m E IMTERLLLS O O = 4. THE'SITEOESIG.YFNGINEFA'REEERSTOMEEiGiNEERRESPO`15IBLEFORTHEDESIGN4 NDLAYOUi EStDMA HCH4ABERBFORTHISPROJECT. U 5. THE SUE DESIGN EHGWEER IS RESPONSIBLE FOR ASSESSIN'GTHE REARING RESISTANCE(ALLdfIABlEOEPAINO CPPACRY)OFTHESURGRADE SO:4SAN°THOEFTH OF FOIA mN STONE p 1YfM CONSMERATION FORTHE RPNGEOF EKPECLED SOB A!OISNRE CONDRIONS F- 6. PER+MEIIA STONE MUST BEEJ(LENDED HORIZONTPIIY TOTHE IXCAVATroN 4YALL FOR BOM VERRCALPND SLOPED IXCAVATKAV YIAllS. ]. OWE UVERC'19I ACED,ANYE0KAATERLALCA4 BEP�EDINIAYER'O'UPTGTHEFNISHEDGRADEAtO PAMIA SUBS EBOLLSCAN�EUSEDTORESMCET ANTERNL I REONREMElTS OF IAYER'C OR'O ATTHE SRE OE$K:Y EKiWEERs IXSCREIIOK STORMTECH SC-740 CROSS SECTION (NOT TO SCALE) < m z sa•(fE,rm)sc ao cnEw4N cw NYLOPLlST 1z 13Emm) a Ln In STUN.DfLV.Y BOOM Y//SCI.M HINGED COVER ORGRATE 3 O O COtiCRETE CC(lAR N 5/8" GALE. CARRIAGE tB•(dw Pm)Mw 5n0TH n =- `N BOLTS COUNTERSINK NUTS PAVEMENT AUI THICiQ+E55 4'(iE mn) y 1 AND PEEN BOLT ENDS alzw R°") N a o 'iJ w a n N v "CHAMFER AT FACE VIM-) •• dl o< I. 3 ror<ry SCHED 40 wC C G - L.-. 4"X 10"X 13'-10 1/2" PRESSURE TREATED 'a m r WOOD RAT. ALL SIDES PLANED SMOOTH '' %\ -�'+ -)- 4-00Bw) O Y 1D z < Ol ry zo LAP JOINT AT EVERY OTHER POST STauITECH OrwA�ER y L;�5 .�_ 2., scHEOwe N fi'6 IN. LAYER CRUSHED STONE (SEE PLANS FOR LIMITS) RqO Rm)T coRE4s ryfamr)o >` rl - MATERIALS VARY HOLE W CHNABER O TAMPED SCREENED GRAVEL o •a i III IN 6" LIFTS ALL AROUND _ Q `f .I POSTS A �( ,.ur `a n4y vnuEY Z Z .^ LocATror+ < v -III-75- -1 f;L _- -� -'-8"X 8"X 6'-0" PRESSURE i10 MVECnONPORT L%YBECONNECFEDTHRWGHNNYC .BFA CONNECTION DETAIL W d� G � - 2 ALL SCHEIXIlE40 FRTNGS TO BE SCIVFMC 1'ENLFD. ? E N 2 - I %t' i�-� TREATED Yl000 POST wRRucAna+vNLEY Hrs ��tJ m - ALL SIDES PLANED $A100TH II_TII I III dm�� INSPECTION PORT v e o o a n - --6"NP. (NOT TO SCALE) N / V) V)E G' LAP JOINT LAP JOINT e� m T PLAN z o H-•1 < E �n 5-Fi TYP. EXCEPT WHERE NOTED TWO BOLTS CENTERED LAP JOINT LAP JOINT ON ALL POSTS ( ) H o^o o m u N SEAL . o FINISH GRADE %. Z �tN OF M4sO4 �' z ELEVATION MA HBWE F WOOD GUARDRAIL ,= M°°'E DETAIL (NOT TO SCALE) R 5 41 3 30' MAX SPACING BETWEEN 1"WEARING COURSE 4" METAL POST (TYP) STOCKADE FENCE STOCKADE FENCE METAL POST TYP EXPANSION JOINTS _ 2-1/2" BINDER �- (TYP) 5-I ITMp COURSE 6" R_1" BITU).11NOUS BERM � _ 4"THICK CONCRETE WALK- ° 80^ B"GRAVEL SUB-BASE -CONTROL JOINT(SAW CUT 1-IN DEPTH) - Z Z W W 1/2" EXPANSION JOINT REQUIRED WHEN BITUMINOUS BERM o (n WALK ABUTS RIGID STRUCTURES PLAN DETAIL n" (NOT TO SCALE) M y FACE OF MASONARY STRUCTURE 1/2" PREMOLDED JOINT FILLER W/JOINT SEALER W O WIDTH VARIES o SEE PLAN �-WWF 6x6-W4xW4 (2" MIN. TO FINISH SURFACE) Z N CROSS SLOPE 27°MAX VERTICAL GRANITE CURB, TYPE VB H a _ 4^TYP BINDER COURSE FINISH GRADE,MATERIAL VARIES ® jW+ m _ 8"GRAVEL BORROW (TYPE B) TOP COURSE W Q 0 COMPACTED SUBGRADE VARIES 6" ° WALK AT MASONRY STRUCTURE W 6 GATE O MIN. INSIDE J z 5'-0" FOR PAVEMENT MAKEUP, FRONT OUSTIDE W Q o FINISH GRADE SEE PAVEMENT NOTES DUMPSTER ENCLOSURE IN CROSS SLOPE 2% MAX. /- � !-1Y14F 6x6-V 4x/4-- ° RAVEL BASE. 6'MIN. 8" GRAVEL BORROW (TYPE B) c5�° °° FILTER FABRIC AS SPECIFIED DETAIL W Yip W I Ljj E7LjE71 111 11 jll-iti>F�COMPACTED SUBGRADE \ (NOT TO SCALE) a TYPICAL CROSS SECTION VERTICAL GRANITE CURB DETAIL CONCRETE AS SPECIFIED ® PV „ „ (NOT TO SCALE) FINISHED GRADE UNPAVED PAVED � o _ � „ 1/4"VY x t"D SAW CUT :r rrt - E E CONTROL JOINT (MAX. _II N EXISTING GROUNfJ ---���--- k N E E 5'-0" O.C.JOINT - I \ PAVING AND SUB-BASE MATERIAL � EXPANSION JOINT 1"WEARING*,,BINDER �ri c FINISH GRADE TACK COAT ) '� Y/WF 6x6-\44xW4 (2"MIN. TO 2-1 E FINISH SURFACE) ��" COMMON FILL MATERIAL E r E _ 8"GRAVEL BORROW(TYPE B) x W o WOOD POST r° WARNING TAPE COMPACTED SUBGRADE �� COMMON HILL GIATERIAL� � LONGITUDINAL SECTION 8"GRAVEL SUB-BASE NOTESFlLTER FABRIC AS SPECIFIED 1. SURFACE SHALL BE BR001.1 FINISH UNLESS OTHER4'IISE NOTED. FINISH SURFACE SHALL BE SLOPED FORCOMPACTED SCREENED GRAVELPLACED AGAINST POSITIVE DRAINAGE AND SHALL SLOPE AY/AY FR@,1 STRUCTURES. (_ SUBGRADE UNDISTURBED SIDES AND BOTTOM OF -._.. a m z 2. EXPANSION JOINTS SHALL NOT EXCEED 30' O.C. AND SHALL BE PLACED AT ALL BUILDING ABUTMENTS. 12" FILTREXX SILT SOXX 12" MINIMUM SEE PAVEMENT SECTION - OR APPROVED EQUAL. / `a 2"x2"x36"WOODEN STAKES N 3. CONTROL JOINTS SHALL NOT EXCEED 5'-O" O.C. UNLESS OTHERWISE NOTED. DETAIL PLACED 10' O.C. 8" MIN CLEARANCE NOTES: (NOT TO SCALE) EXISTING GROUND IN SCREENED GRAVEL SURFACE DIRECTION OF FLOW CONCRETE WALKWAY 1. BASE COURSE AND SUBBASE COURSE SHALL EXTEND 3' LAIN. BEYOND EDGE OF PAVEMENT. L DETAIL CARRY FABRIC DOYM z g^ ANCHOR FABRIC WITH SEWER OR DRA IN TRENCH. SEE NOTE 1 t (NOT TO SCALE) INTO TRENCH SE SOIL, TA+AP BACKFILL 0 0 N UNDISTURBED EARTH EDGE OF SLAB WOOD POSTS NOTE 1 BELOW s a g ;F 8" MIN SCREENED GRAVEL BEDDING Y0 8'-0" O.C. MAX. NOTES BELOW OUTSIDE DIAMETER OF PIPE. GF'O SILTFENCE W/SILT 1. FOR PIPES OTHER THAN PVC, SELECTED COMMON FILL MAY BE USED FROM Elx c `0 �O LAID—DIAMETER OF PIPE TO 12"ABOVE TOP OF PIPE XMATERIAL3" E OF HITTING //5 BARS 18' 3 w o a < ro "SOXX" DETAIL BE KEPT ON CENTER (NOT TO SCALE) TRENCH DETAIL FOR o Y z Q E u ry z e FITTING FREE BELLSOFOC BOTH WAYSGRAVITY PIPE TOP AND BOTTOlA (NOT TO SCALC)CED THRUST BLOCK SHOWN18" - 8" CONCRETE f-4,000 psiBEARING AR o 5 UNDISTURBECE TOP OF SLAB O' Q z n E (PLAN) w —18 a u z w w REINFORCED STEEL IF REQUIRED r U CONCRETE SLAB (DUMPSTER) �, '� ��YrL�J'�IT.YEY(7 r27k,1J3� �.w a c E °' DETAIL o 0 0 Y (NOT TO SCALE) (ELEV) "LEVEL LANDING" GRAVElLPACTEDBASE COURSE O O s a -�, 1.5%' CROSS SLOPE FOR DRAINAGE (n (A o m NaTE LEFT RIGHT MBLOCKS �1 rr o m o vgz mmo RUST: OC BLKS TO BE 3000 P.5.1.CONCRETE PLACED AGAINST UNOISNROEO IAATERIAL. a O !'�'I , Q in MINIMUM BEARING FACE AREA FOR SIDEWALK,' A� VARIABL n E a fl VARIABLE ,/ �= o n u CONCRETE THRUST BLOCK h / `'/ FF-WFiliii ?o m v PtPE dA4ElER F� �^ O tii m U :CI{ES 6 in. 8 in. 10 in. 12 in. 00 O o r- 1""'1 z m?p 0 vj(w (/) �Ea� N Hv04h`As.PLUG9, 7.5% MA Q GP9.N40 TEES(SFJ 4 6 9 I� „-�_-_ I'.�. '� o AN R 0 90 (S.FJ a 12 19 26 EDGE OF ROADWAY s e 13 I6 RAMP REFERENCE 6^ om ' 11 I/r(s F.) a s to POINT 5' MIN. SEAL LIMITS OF CEMENT CONCRETE RAMP - TES,O N A'MOFMq C Pnria MAT E. T THRUST BLOCK - CONSTRUCTION TOLERANCE t0.5% o 'A uonB m DETAIL WHEELCHAIR RAMP pm x (NOT TO SCALE) DETAIL (NOT TO SCALE) 0 4.1z.2oi� 3 '...... 1 � ttwsaaWn.w,e;«s.vu4ro<os3Raox iu,y-0 soecY;lp,rM•gASKisoxNmPl<DYxiN1lIXdre.MDa I JUN 0 8 2016 NORTH ANDOVER { OMMISSION COW TURNPIKE STREET (ROUTE 114) (80.00•WIDE— 1946 STATE HIGHWAY ALTERATION) TTTTM\1 \, \ �liaB N ,\ I p 1 m � n O i p � \ '1 1 \ —A `\ Oiflqn e. I I s% s .-od Br.'ps Queer. EARTH WORKS SITE DEVELOPMENT PLAN D—By.moo ReNerred BY CPS KeNn 6 tllzabeth M1lurphy ',j",M.""'CPS 1690ox1ord Street FIRE TRUCK TURNING MOVEMENT North Mdover,MA 01045 WILLIAMS Job FBe Nomb-NAND-0033 UL SP ),A GEC Applkanc ;42302 TURNPIKE STREET,NORTH ANDOVER,MA 01645 JL AIV1Vl:J Dra'ning File Fotder.NAND33 jys SamiV.lSY yip Eanh Works,Inc 4 0' IS' 30' 60' lary 3WrElm Q O'.m.9edI.,RW.-0ly o1oD—yC01 : DRAWING:T-1 sevptE Ou,w al9af 23 Mh Street SUIE:1'�30' ver,1 p>e1555-coat ®Oran;n9lsfued(or PermR North MdoM 01045 1 Siv —co.ai,'r QDaMnglsSudforConsW<ibp 9103265-9320 SHEETI OF No. TUNE 8,2016