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2019-06-04 Application Plans 2/25/2019
DRAWING INDEX A.L. PRIME ENERGY ORIG DATE AST REV REV DATE C-0 COVER 25 FEB 2019 NONE N/A CONSULTANT, INC. 18 LARK AVENUE EXSTG CONDITIONS PLAN OF LAND(LANDMARK) 30 NOV 2016 NONE N/A A 1 G-1.0 PROPOSED SITE IMPROVEMENTS 25 FEB 2019 NONE N/A S UGUS MA 0 906 En 2rgy (7$1)246-0201 C-2 GRADING AND UTILITY 25 FEB 2019 NONE N/A --- STORM WATER-(LANDPLEX) 22 FEB 2019 NONE N/A ER-1 EROSION CONTROL 25 FEB 2019 NONE N/A L-1 LANDSCAPE-(KDTURNER DESIGN) 5 FEB 2019 NONE N/A --- LIGHTING UR-4286-51-(RED LEONARD ASSOC) 6 AUG 2018 3 7 FEB 2019 TK-1 TANK AND PIPING 25 FEB 2019 NONE N/A REPLACE C-STORE TK-2 TANK&PIPING DETAILS 25 FEB 2019 NONE N/A A.L. PRIME #108 FSP-1 SELF SERVICE FIRE SUPPRESSION 25 FEB 2019 NONE N/A TR-1 VEHICLE PATH 25 FEB 2010 NONE N/A 1725 TURNPIKE RD (RTE 114) SG-1 SIGN AND GRAPHICS 25 FEB 2019 NONE N/A N. ANDOVER, MA 01845 SD-1 SITE DETAILS 25 FEB 2019 NONE N/A SD-2 SITE DETAILS 25 FEB 2019 NONE NIA PROJ CONTACT: ANTHONY GUBA,P.E.MOBILE 512-745-6400 A1.0 PROPOSED FLOOR PLAN 25 FEB 2019 NONE N/A A2.0 PROPOSED ELEVATIONS 25 FEB 2019 NONE N/A A3.0 CANOPY ELEVATIONS 25 FEB 2019 NONE N/A FARNUM$\MILL SOLLI VAN ST- SITE N I Al- o� 3 A c CONSULT„NT INC. - Al PRIME SITE#108 - N.ANDOVER, MA = 1725 TURNPIKE RD(RTE 114) = PROJECT " ��� ��� COVER SHEET VICINITY MAP GRAPHtC SCALE- FT — ove REFERENCE-NORTH ANDOVER GIS APPROX SCALE As NCTEo Ac Ci-0 LEGENO iiiiaiaaaiii� nnP�N wNE ®� w wr 0 c +0 0 z,..,(D TCLcaHomc.awuHOLe ♦war a ar ®c r ,/TJO BENDER n #c ALE a,y SFaurvo So❑— OOMMONWEgLTH P M�F�N'cu-/srEPTow en INous roNCR ssi DF'baSSACHUS r — E ¢sR s s ® s s Ds aNC£ s ass ®x5 _ ® -- AS sc FLY DON LE JOHNSTON I To 11 a, asa 5 X szror N TE Itas REG96, W 5.16 XMn a5B3rtR I . +,asz _ � / Kassa 23,561 S.F. rasa -----a'--Fxu'nr✓c coT✓roua 3 E z I � No_,>zs �as.z �tas. zn eta �aa �as.3s �as,s � f T' � artumiNous ceNcrerrE ni✓c o✓EFHGo 4NaEs' 0 0" � EXb A Ta6a a,aa7 �_ ' co RETFz / 1145 1113 +,ass TaaH / ;rvG Labs 4OR CII, ,aY Taa,aa ,aa.T6 �aa,a� ej�w s,a �A, AAZ Iaa65 R Ja 144—CERENCEs m w555 LC PLAN 121.1 D #3 gas ss ,az sAe 5 ....8EDE ir�ry MASS WAY L.O.�3494 93 44 at - oo sc PIAN R2285 NORTHERN ESSEX CDUNIY 62 Irvc Es.. -.. -..-..-..-..-..-..-..- -..-..-..-. 3-..- - - -..-..- 1.-.._ REGIS Y OF DEEDS. ,aa ]B.J Tas.oa as-'-'s S 496 I. ITT" Sa388 5 laa1 F loan EDGE 0 RCRR S 5 11186 �aa9] �a56e la6.al ZONING DISTRICT-GENERAL BU51NE55 i3a.39 N m _ E 0 S—1 48'E a55E55DR'5 Pa RCEL At DT.E-0055 iaais -------,a3.,s-ia,--------------1aa.za--------ido ------------1a521----------s ------------------------ CI-------- L----_ ]aT.tL �a w TURNPIKE (STATE HIGHWAY) S REET ,a6.00 ,as.aa 'a'.�." ELEVAUDNS ARE ON TOWN of NORTH ANDOVER R SEWER—TEM DAUFM L.O. #3494 TE1 1E BEEN AppRapNATE w w w w wELEVITINIIHIIN ARE EAVED ON D u,'ECCDA AND HA TI THE UNDERSISUED .E SIZE,l IT W LACE, GN AND NDEPTH OF ALL NDENCERFUND UTILITIES MUST BE VERIFIED BY THE U PROPRIATE AGENOIES PRIOR TO ANY OONSTRUCTION OR ECIA-1I ONDIG-SAFE CALL CENTER 1-553-344-7233 PLAN OF LAND IN NORTH ANDOVER, MA SHOWING EXISTING CONDITIONS PREPARED FOR A.L. PRIME ENERGY CONSULTANTS, INC. ..>,.. 1" = 20' NOV. 30, 2016 LANDMARK 20 IF 1. Y`i` C ENGINEER/CH S SURVEYING, INC. /[4 583 CHESTNUT STREET LYNN, MA 01904 (781)592-7016 GENERAL NOTES ZONING INFORMATION-MAP ID7.B BLOCK 0056 LOT 0.0(PARCEL 2101107.B-0056-0000.0) 1 E CONTRACTOR WILL SE RESPONSIBLE FOR PERMITS FRG.THE LOCAL FIRE MARSHALS OFFICE AND a\MLL TRADE DR BLDG ITS FROM THE LOCAL BLDG DEPT AND ALL ASSOCIATED TESTING AND INSPECTION ZONE'.NEONERAL BUSINESS REQUIREMENTS IN WATERSHEDOR HISTORICAL OVERLAY DISTRICTS) =� TRIG SAFE PWDRTOANY CONSTRUCTION EXCAVATION(811 IN MA) PROPOSES LAYOUT CONFORIANG BY VARIANCE AND SPECIAL PERMIT GRANTED BY THE NORTH BULL q \ THE ANN L BELL, IELD VERIFY THE FOLLOWING ITEMS PRIOR TO CONSTRUCTION. S. V N i LOCATIONO THE FPRDPERTY BOUNDARIES EA DRIGHT OF WAYS. - ARWNCEPE9ATOND2010P23AL LOCATIONS DF STRUCTURES SURPI AYS - SPECIAL PERMIT PETITION 2-FIC LOCATIONS SIZES,DEPTHS OF EXST III PIPING STRUCTURES,TANKS ETC NO BASEMENTS ON PROPERTY SITE ALL E%ST CRITICAESAHNINC 4. WHERE CON FLICTS BETWEEN THE S VERIFIED AND PROPOSED CONSTRUCTION, NORESOURCEAREPS SUSJECTTO—SERR:ATON COMMISSION JURISDICTION ON THE PROPERTY G OR IF THERE IS ACDNFNOT BETWEEN.4N EGULATIONS OR MUNICIPAL REpUIREMENTS AND THE 'VRHNRECURRED SETBACKS PROPOSED PLANS.THE CONTRACTOR SHALL NOTIFY THE OWNER S REPRESENTATIVE PRIOR TO MEPAFLNG NOT REOURED CDNTINUANCE OF THE WORK DRIVE WAYS TO BE UNCHANGED PER MEETING AND DISCU566N W TH MA66DOT HWY DISTRICT FOUR AACI A,25. PROPOSED �^-- ORK INCLUDES P,OSE \ A_\ LY CL EPTIC SYSTEM US CTbN 1131- �ON1 A , ' OR GSTORE RELOCATIONRETAILS TORE-PERBIRTES ucT NEED UGILITIES INCLUDING TIE TO MUNICIPAL SEWER AS NECESSARY ED(AS MOD FED 6Y SECTON CX) \®' 52 CONSTRUCT 1 1 53 RELOCATE.ID - 4AUTOMOB LE FLL NG:TAT ON PERM TT =�.' E%ISTINGC ORE BUILDING - ? INSTALL NEA SUBSURFACE INFILTRATION SYSTEM FOR BUILDING AND CANOPY ROOF DRAINAGE EL FF 5.6 L DISPENSERS WITH NEW,APPROX 9 TO 11 FEET NORTH TG USE 2pta[2) INSTALL TWO FUOEPL DISPENSERS IN LOCATION CA EXISTING STORE XTENDC ELING ISLANDS AND EXTEND FUELING PIPING TO NEVI DISPENSERS FT Hso FT:. NONF NOSY OVER NEW FU NONE E FIRESUPPRESSION SYSTEM) INCLUDE COVERAGE FORNEWFUELINGISLANDS ET IVPR-2p18-29) sDo REPLACE HreE ALARM TO ESTO RADIO Box PER N.alloovER FD SPECAND REpMNTs FT I100 FT) _ VICINITY MAP��°° canPHlc scnLE_Fr vao NO F SITE CHANGES TO EXSTG DRIVEWAYS IN STATE R.O.W.PER DISCUSSION WITH MA DDT ET(VAR-xise-2s) INSTALL TWO 4—SCREENED EN CLOSURES..oNE FOR TRASH ADD THE OTHER FOR GENERATOR READ CAP.ALTRALKET Ivan-2p1e-29) REFERENCE-N.ANDOVER GIS INSTALL LANDSCAPE SCREENING 5 4' REMOVE PAVEMENT CHINO ON ABUTTING LOT FLOOR AREA RATIE \ 5. NON 16. DSTURBEDRPREPLACE OP MAKTING.NOCHANGETO GRADING M1YxI NONE _ ONE DATE OF FILING'. P EQUIPMENT AND PIPING AS NECESSARY TO MAIN OPEN SPAAE Oki CLONIpDATE FUELING AREA ADDITION AND RELOCATIONDINFOAll JDTHRA—SlKAEFT DISPA1122) DATE OF PUBLIC HEARING: s"18'I os DATE OF APPROVAL: \ FRINTVBUAL BUFFER(NO PKO -13) BOARD APPROVAL 23) TOPHER A H6.75F NONE HRIOARTIT HILE-N IN MI REMOVE ECUTG 791 OF C—STORE — ABUTTER AN, EHE CRT GEED NG 5D5 — CEDAR ENSER ISLAND COMMOPWEALTH EVERGREEN LANDSCAPE 1TA. FENCING 0TM DXPE SE SUMP&SUMP OF M LONG EST OROPLINE - SENSORs(2 EA): 11A DATEDIAAYI scRE NEDLosu � REMovE ALL \\ NORTHANDoeR -------------- RDX AP EACH AL T 6 ro _�1 SA El OPYO&:FIRES SYS N 28634D�T w'— STRIPING OF LEACH DCA TO THIS BLOCK FOR REGISTRY USE PAvwc AND BE REMOVED I --rfp 6 P G FOR ADDITIONAL �1NA O� I PARKING AREA JORN TGI "gym i 332' C' K -- EXATA US STORAGE P D7B TANKS RELOCATE EXSTG PROPANE j J �°�15K IT e Bi sF EXCHANGE CABINET ° N -_-�I op ExsT p ELSE OF AREA - ExvosEo Ex4G F 'D IRE NG ]B.D' 445 I-{o-) Ly v� DK OO PAVEMENT L LEDGE orN�mEALTH o scN TD RE.AIN O I- - x T AN PY A i e c D scBEENEo ENCLDsuRE _ __ __ __ _ _ - BLAND TD REMAN AP D IgNCCATED ARREA>NO BE FOR GAS ENGCY " € CANOPY AN' TH E UNCHANGED —— ARCHITECT PLAN L 1 GENERATOR - NEW SLOPED ISLANDS SHFTERNORTH _ SUTURE OF SUBSURFACE 5 GRANITE CURBING r ESTG DRA N __ NEW TE TO 364.38' S 36'59'4' E xsTC CAT YSTEM swALE MUN CPAL SEWER NO CHANGE TO EXSTG CAPE UTILITY 8355 NO CHANGES IN N DASN TO REMAN 3. STATE ROW DOLE o �FpA C.D BITUMI NUOUS CURB POLE Si snR UNCHANGED R AA IEH UTILITY NO CHANGESIN - -s--41 T STATE ROWS— s s —�]E s s sTs s— _ I 1 13 CUT EXSTG WATER SVC AND STUB TO NEW METFR LOCATION % _ IS 181+4129 18 1'A 1]'J 1T1 I 111-5048 F At TURNPIKE STREET (ROUTE 114) I � -----•-----w-----)-----w ----°--- A I'. ENERGY —w-----"-----w-----w-----"_ ---Y-----"_____'_ Q CONSULT„NT INC. Al PRIME SITE#108 DHN c FARNUM �' DHN c�FARNUM N.ANDOVER, MA EB,A,E °HNEsrArERNDM ATE 1725 TURNPIKE ST 10 SITE LAYOUT LAYOUT OF PROPOSED SITE IMPROVEMENTS �� T° GRAPHIC SCALE-FT p - PROPOSED IMPROVEMENTS -PROPREFERENCE LINES AND OTHERS RE INFO III SURVEY, ON THIS DWG TAKEN FROM YNNEXATOM CONDITIONS PLAN 6 1113A.L.PRIME ENERGY SEE GRAPHIC SCALE PRIME GAS STATION&C-STORE CONSULTANT,INC.,BY LANDMARK ENGINEERING&SURVEY.INC.583 CHESTNUT ST.LYNN MA 01904,781-502-]D18,11I3DI2DI6,SCALE 1"=20' ed1901 N ANDDOV AS NOTE AG C_1.0 PROD GPGT GRACET<�P, � POT GRAD 148 -�.. REFER TO TK PLAN FOR LOCArON of o � � AIR CLOSEDARaPNc BETWEEN rANus AND T - FIRE Nc AREA # APPRox LOCAnoN �_-' SITE Sz y9 s r n OF LEACH FIELD TO REFER TO N�08 ANDPLEX STORMWATER SITE 00 ` wn g9 + y 30 W BE REND V00 e4B B 3s_ss PLAN FOR INFIL7RATIDN SYSTEM DETAIL �• .. - _ h AND STOR WATER PIPING INVERTS A __ wR ' L_O J.� _A o P ns IR4 10� � � �'�•� - fA f +.� 7 EXP03e2;, �14ss0 `a5o00DGE as 5INTERNAL IIECIE SNK '� L- NEW SEWER _____TRAPNDERs - , ExsTc ucHT _ SLE NEW SLOPED POLES TO REMAIN��3' E' GRANITE CURBING 1°0 EHSTG DRAIN 38438 S 36S948 E UTIL TY 5 To E s G cnrcH p CI Re R OPO scs SCALE ^"' NO CH EXSTG CAPE UTILITY e s POLE¢ G VI cRAPwc scALE Fr MUNI TIE CIPAL SEWER BASIN TO RENAN UTLTY ; COD BITUMINUDUS CURB POLE SS DNCHANGED +6'T" c POLE (APPRCXI 13E 40) t R 14a 4a 1 a s s sY T s v —s s Ta TPT s s s ITT ss T sss � GENERAL NOTES s� ND STUB TO OANEW MET 13 4 1 1. SITE GRADES VARY LESS THAN TWO FEET ACROSS ENTIRE 1 LOCATION ER PROPERTY.SEE SPOTGRAOES 2. THE INTENT IS TO RETAIN EXISTING GRADING THROUGHOUT THE SEE 1 } III III.E 3. OWNER WILL HAVE SURVEYOR SET A LOCAL AM PRIOR TO START OF 151,11.11 181, "I D 179 178 117+ 43 CONSTRUCTION AND CONTRACTOR WILL MAINTAIN AND PROTECT THE ^' T U R N P I K E STREET (ROUTE 1 1 4) 4. me GQNTaacroR SMALLL CONTACT DIG EPRIOR TO ANY AMERE CONSTRUCTION EXCAVATION El IN MA) 5. ANDPRCONFLI TS DONS SE IUM ON THE FIELD CON rIONSCONFLICT VERIFIED AND PROPOSER CONSTRUCTION,OR I THERE IS A CONFLICT -----.-----.----------w-----w-----w-----w-----w-----w-----w-----.-----.-----.- so 2a qa BETWEEN ANY REGULATIONS OR MUNICIPAL REQUIREMENTS AND THE PROPOSED PLANS,THE CONTRACTOR SHALL NOTIFY THE OWNER'S GRAPHIC SCALE-FT REPRESENTATIVE PRIOR TO CONTINUANCE OF THE WORK. LAYOUT OF PROPOSED SITE IMPROVEMENTS 6. PRO POSED WORK INCLUDES CONNECTION TO MUNICIPAL SEVER AND SEE GRAPHIC SCALE PROPERLY CLOSING AND REMOVING EXISTING SEPTIC SYSTEM, REFERENCE P LINES AND OTHER SEE INFO SHOWN ON THIS DW M G TAKEN FRA EXSTG CONDEIONS PLAN FOR A.L.PRIME ENERGY REROUTING EXISTING WATER SERVICE TO THE NEW METER LOCATION CONSU TANT,INC.,BY LANDMARK ENGINEERING B SURVEY,INC.583 CHESTNUT ST,LYNN MA 0,004,T81-502-T016.11G02IT6 SCALE 1 20 WITH THE NEW BU ITS ING,AND INSTALLING MEW SUBSURFACE INFILTRATION STORMWATER INFILTRATION SYSTEM FOR THE BUILDING AND CANOPY ROOF DRAINS THAT PRESENTLY OUTLET TO THE PAVED SURFACE. o AN a C N E ao IN ON To 0 14s oo 1as.oa SDEWALK 145 00 Tas,oa CLE—UT PLUG APPROX PAVEMENT _ CAPE 14400 '- '.'.Ta4.oa SMH RIM APPROX 144.50 14300 143,01 t9200 Ta2.o0 4"GI,FROM BLDG TO WYE 141 DO 141,00 APPROX]0'OMIN) - AT 0.10 SLOPE ME MIT 19000 140,00 IOOUT)-138.a0 4 AFFE KYE TO SIN 139D0 139,00 A T 0.10 SLOPE - TOCITY MAIN 13800 138,00 ATP0.10 SLOPE �� C�L.PRI AR ENERGY NT INC. 137 DO 131.00 . a 13600 136,00 _ s' Al PRIME SITE#108 8"SERVICE INVERT DD DD Al COX 111,41 N.ANDOVER, MA e"CITY MAIN INVERT 1725 TURNPIKE ST 13400 ]34.00 APPRox 13475 w13TDR 00 GRADING&UTILITIES o to Eo 3D 41 50 60 TO = PROPOSED IMPROVEMENTS FEET FROM BUILDING PRIME GAS STATION&CSTORE PROPOSED SANITARY PROFILE ameo,N ANDov SEE SCALE ON EACH AXIS AS NOTED C AG ll_2 THEIlDtRILE CH E ll SUE A'O NS P,1E C R14`Pc EJ A THE AAA'N LRr9 CLAPBERP AHANEE-d 2 E 0 'STANDARD (( TEST HOLE DATA PREAS LE- a s T DE R av 11� �r S R A a OR cm c nE E )c JGATEO EARIIu STOPPWATER RP PER LOCUS DATE:2f6/10 .ANDMB ,scN— ' jT GRADLLAR-s EC a ITIRAPREGATE SOIL EVALJAT9R!NOISE ENVIRQNMEN'N_ _c 3t.—SE� �1 Mx U ES 3$FIDES EIPTY.,T SEE LEE FIR k31:YEAR, \ t F S S. RG"NE 6 S TH1.E E\ 144 i1 RGa SLIDE it l -A@LE OF BLE - IER:ALS_ Q=4` QRGANtc5,PAWHENT , Sr 9 E Cw 1 A. 0—FERTILE 45 LOAD AND SAND E:.VaL 1 NTH 7 4D-66' I AM AND SAND - - lT. .. .... i. .......I N H-SR.ADf I15.3 s, NC GROUNDWATER OBSERVED �- OF s-aRE _ ,aas LOCUS T_{-_'-3. A N ELEV-145.Di E - TO F i�F iPN = 139.9 1 �••=5 0 2a SAND FILL All-1 II C—PER €- - .. 24 11D FINE SAND a sc q"' _ No:.reQUNDWnTEI a-csIRSED R.— HABRII III V \. _ ASSESSORS — BorcMRE S-cwE 1— PARC - ..� I --+e- PROPERTY OWNER L.PRIME ENERGY-DNS-TAN-,:N_, THIS FRS S SECTION L#rRL i BE W IREMER4S,uEC£SSARr TQ SATISFY THE E9Av EaCTa25 sPECIUEG Iry 11.1 AASHr3 E LAfcA A\ E LRFD BRIDGE CESGN SPECIFICAlW PELTIIER 1212 FOR EARTH ARA UYE LSSES 651NG SORMiECH CHAGBERS SAucus,MAC ACHISETTE Cases SUB-SURFACE INFILTRATION SYSTEM Ice eER soar a corwmo"wE^`n'o`MAssnLHuserzs (STORMTECH SC-740sOR_APPROVED EQUAL) p DEED REFERENCES ms vaT iuo No .c SALE i.L4 WRT.,bCUkfh:. 2530 � CrcrvgSaow) FF�C PLAN REFERENCES .g (aloq) i.PL L N La -T,AWE R EF,WEC 5v N!f LANDMARK EMRNEE ZING P O SU. NG, _.CA_EC-ENDER OHN520A P .` Ot6 flpeI1FN l v r PARCEL IO: _ YMltxUDlesat•17 r d r ==1o7eoo56-0000.0 "- -. tgcocrwLLl NOTES 7- aFs_ u 3,I%l5F .— .— a°"gyp" _ 11 aowa>1 - -- '� .,< a E AND R 1�� 1I 5T - �_ � s,vT to N o. E R.16 N a a•rvKs>ow7 a � a � deft ea a R - �,a�A ' TETNL BUlOdG � smma L 20.�..- —'_' °� '� � 2 NO E .rE RE s s 0.HE o vn-r. F.F.145.50 -�=\ e_ ~O�e _ A Flo ID 4AZAR0 AREA AS SHOYBN OR D FRRiRE T H II-_ EFF ,<s.. A. PKK ow) tl1t ' �asoma) Lc2SAREA IN HEYN URFABE rn R ARRREGPBD,v vane ..' CChSi:LSS ei ER A4 SE SHOWNM -ASTILTY T 12 1c2o yg } ` 5 w xv'AR•I�RO ; a S +.=i.:�, •. •. SCALE =20' ,e 2a aD se TURNPIKE STREET SITE PLAN 1725 TURNPIKE STREET NORTH ANDOVER, MASSACHUSETTS PLAN P SAAED FOR: FLAN PREPARED BY: LEGEND ABBREVIATIONS cPeIreEB—N mnsuaANr,inc. ,`�AR�Slp, is— Bo"B E `If— —1� SAUGUS,MA5SACNUSETfS01906 c� s LI..T PEE C9 CATEE 6-IN a _ -I PARIAYE M IF, I YET SHEET:1 OF 1 SCALE:1"=20' FEBRUARY 22,2019 CATcl FI NVERT L0.a _ I-- N4£RT - -PA. LINE - S DIRE-EFT SNER LINE PH - R MART- —•—^-- —R HEAL ORES / ",-/' ( { i T, , reE4Ts��oE4cR�T:av ca - PROTECT STOCKPILE BY RT COVERING WLTH PLASTIC OR TARP OR BY ENCLOSING WITH WATTLE ____ ,I s OUTLINE OF SUBSURFACE OF APPRO%LOCATION N 28' INFILTRATION SYSTEM LEACH FIELD TO sl 358gC W BE REMOVED -J � �.. PRIMARY STOCKPILE�"5� .= OUTLINE OF STRAW 3 -A I ♦♦♦ WATTLE SEDIMENTATION I BARRIER,SEE DETAIL 2 OUTLINE OF STRAW " ��IJ�V--VIL�IIV sV� —��i — — EXPOSED WATTLE SEDIMENTATION !lIJJJ L LEDGE - BARRIER,SEE DETAIL P, L CONST ENTRANCE _ _ o L MAINTAIN TEMP `S a a AaAas ^We n � ED Ar9 TO PREVENT 'El SLOP SEDIMENTATION OF ErH GRANITE CURB " ROADWAY EXSTG TRA N CONSTRUCTION 36438 5 36°59 48"E rn SCALE .ASS ENTRANCE NO CHA E 5 G CATCH aas5 T1RN ENDS OF O UTLtt m TG CAPE UTILITY BASIN 0 EMAN sea - V L 3 coo e uRe POLE ¢ U C GED CONTAINI SEDIMENT s`"s? POLE$S o OLE ."KA 1; s CUT EXSTG WATER SVC INSTALL AND MAINTAIN SEDIMENT FILTER IN CATCH ANDASTUB TO NEW METER BASIN THROUGHOUT D R TON OF ALL STE WORK +Y LOC TION a� F 17 S TURNPIKE STREET (ROUTE 114 9 LD LAYOUT OF PROPOSED SITE IMPROVEMENTS z GRAPHIC SCALE—Fr REFERENCE P LINES AND OTHER SITE INFO SHOWN ON THIS DWG TAKEN FRAM EXSTG CONDITIONS PLAN FOR A.L.PRIME ENERGY SEE GRAaWc SCALECONSULTANT,INC.,BY LANDMARK ENGINEERING 8 SURVEY,INC.583 CHESTNUT ST..LYNN MA QRY4,781-592-7016,11OP2016,SCALE-GR SOIL SURFACE ExPoseS-'A"FT EROSION CONTROL AND SOIL STABILIZATION TEMPORARY STABILIZATIDN SEDIMENTATION CONTROL AND CONSTRUCTION OPN AND MAINT PLAN 1. DENUDED SLOPES SHALL NOT BE UNATTENDED OR EXPOSED FOR EXCESSIVE PERIODS OF I. SUITABLE MATERIAL FROM ENTERING E SHALL TAKEN TO PREVENT ANY UN TIME ROADWAYS OR ANY DRAINAGE STRUCTURESTE, . 2. ALL DISTUR BED SLOPES SHALL BE SEEDED AND PROTECTED 2. PROTECT ALL INLETS,STOCKPILES AND UN-ESTABLISHED 801E AREAS DURING STURMB AND ncNrLr AeVr warnss cN5 r5 rN5 3. SOIL SHALL HAVEA BANDY LOAM TEXTURE RELATIVELY FREE OF SUBSOIL MATERIAL ERIODA OF RAINFALL. STONES,ROOTS.TREE LIMBS,TRASH OR CONSTRUCTION DEBRIS 3. INSPECT ALL SEDIMENTATION CONTROL DEVICES PRO AiPTLY AFTER EACH RAINFALL AND ME HARD SURFACE 4. DESIGN SEED MIX SHALL BE COMPRISED OF THE FOLLOWING SEED RATE MIXTURE REPAIR OR CLEAN OUT SEDIMENTATION AS NECESSARY. 4.1. RACRE 2DLBS TALLFESCUE.2D LBS CREEPING RED FESCUE.B LBS HIRDSFOOT INSTALLADDITIDNALCONTRDL MEASURES AS NECESSARYASCOURKNONS WARRANT. MTH TREFOIL 5. ATTHE END OF EACH WORKDAY,COVER ALL STOCKPILES AND INEUREALL SEDIMENTATION e AF,YN, aLarvc L[ry 4.2. R 1,D00 BE.045 LBS TALL FESCUE,045 LBS CREEPING RED FESCUE,MW LBS CONTROL DEVICES ARE IN PLACE. BIRDSFOOTTREFOIL. e. SWEEP THE CONSTRUCTION SITE AND ENTRANCES.AS NECESSARY TO PREVENT TRACKING _ S. TENSCRAR'{TREAT.FRED SHALL CONSIST OF HAY,STRAW,FIBER MULCH,OR PROTECTIVE OF SE ORIENTATION INTO THE ROADWAY. COVER SUCH AS BURLAP,JUTE.FIBERGLASS NETTING OR BLANKETS HAY OR STRAW T. MAINTA.IN PROPER DUST CONTROL THROUGHOUT THE PROJECT. asF e SHOULOSEAPPLIED AT MAMRIJM OF 3 TONS PER ACRE. 8. INSTALL A CONTINUOUS LINE OF SEDIMENTATION CONTROL ALONG PERIMETER OF ALL ALL TEMPORAV PROTECTION INCLUDING HAY BALES OR STRAW WATTLES SHALL REMAIN IN CONSTRUCTION ACT MITY PER THE EROSICN CONTROL SITE PLAN. LrL_O PLACE UNTILAN A.CCEPTARLE STAND OF GRABS OR GROUND COVER IB ESTABLISHED. 9. PROTECT TH E INLET OF THE CATCH RAS IN IN TH E WORT I.EN.AY WITH A SEDIMENT Aucnore NLT wooa i. ALL FILL SHALL BE THOROUGHLY COMPACTED UPON PLACEMENT. FILTERAND INSPECT THE FILTER AFTER ALL RAINFALLS AND ANY RUNOFF THE REACHES srreays NTA vavcmcNT PA�YEUEni� 8. STOC KPILES OF TOPSOIL SHALL NOT BE LOCATED NEAR WATERWAYS AND SHALL HAVE MAX THE CATCH BASIN r SIDE SLOPE LESS THAN 35Yo. 10.CONSTRUCT AND I'IAIN-11 A TEMPORARY CONSTRUCTION ENTRANCE PRIOR TO EXISTING PAVED AREAS ARE DISTURBED AND CONSTRUCTION VEHICLES START TRACKING STRAW WATTLE CROSS SECTION .INSUREHANDLING OFCONCRETE—SHOROTHERCONSTRUCTIONACTIVIFPTD IF scaLF CONSTRUCTION SEQUENCE 1 1. ESTIMATED TIME OF CONSTRUCTION FOR THIS PROJECT IS FOUR MONTHS. PREVENT ANY SUCH WASH FROM REACHING THE CATCH BASIN OR ROADVYAY. 2. M PORARY CONTROL MEASURES AND MA DEP REQUIRED SIGNAGE TO BE INSTALLED PRIOR TD ANY SITE WORK OR DEL10 OF EXISTING IMPROVEMENTS. A F.PRI'AR ENERCY 3. INSTALL PERIMETER FENCING,SILT CONTROLS.CONSTRUCTION ENTRANCES AND POST CONSTRUCTION �o OCNSULT,NT INC. ESTABLISH BTOCKPI 1. UPON COMPLETION OF CONSTRUCTION,STORM YYATER CONTROLS ARE TO BE MAINTAINED 4. THROUGHOUT THE COURSE OF THE WORK,MAINTAIN EROSIONANDSEDIMENTATION IN ACCORDANCE LETI WITHF CONSTRUCTNG PROCEDURES CONTROL STRUCTURES AS NECESSARY TD KEEP ALL OPERATING AS INTENDED. 5. DRAINAGE SHALL BE PREVENTED FROM ENTERING SUBSURFACE INFILTRATION SYSTEM 2. CATCH BASIN SHALL BE INSPECTED AT LEAST ANNUALLY AND CLEANED AS NECESSARY =-ter== IrvT —H tuna LOT FAA BEFORE THE SYSTEM IS COMPLETED AND BACKFILLED. 3. MAINTAIN AWRITTEN EMERGENCY RESPONSE PROCEDURE AND TRAIN ALL SITE - 6 Al PRIME SITE#1U8 o cATcn a TYPED cLOTE ra ME Fr sTre.m EMPLOYEES How TO RESPOND Iry CASE OF ANY SPILL 6. TEMPCRARY HAY SAL ES.STRAWWATTLEGDRMI-T FENCES MAY BE REMOVED AFTER FINAL q LANDSCAPE AREAS ARE TO BE MAINTAINED AND ANY BARE SOIL IN GRASSED AREAS SHALL y N.ANDOVER, MA SOIL STABILIZATION .48E PAVEMENT HAS BEEN INSTALLED E RESEEDED _ ;. ALL STOCKPILEIT BASIN LETPROTECTION LAND N REIJIGERAIN NTILEC SSA PAVEMENT IS INSTALLED AND B AREASEHOULD BE SWEPT AT LEAST ANNUALLY IN THE SPRINGTO REMOVE 1725 TURNPIKE ST T ALL RE MOVED UCTIOLON AFTER ALL FINAL 5. PAVED IrvLET can TE e. HT THE CONCLUSION OF CONSTRUCTION AND AFTER ALL FINAL STABILIZATION IS ACHIEVED, SEDIMENT ACCUMULATED THROUGH THE MINTER �+ ��e'T FLUAAYUL. CLEAN ALL DRAINAGE STRUCTURES OF ALL DIRT,DEBRIS.OR ANY LOOSE MATERIALS. o EROSION CONTROL LT, =r,T�sm< CATCH BASIN SEDIMENT FILTER - S IMPROVEMENTS PRIME ME GAS STATION&C-STORE NO SCALE 10 aaL NANDov As NOTED AG ER-1 AI Prime Plant List CRY. Scientific Name Common Name Size Notes Trees 3 Cornus Florida'Cherokee Chief Flowering Dogwood 2'cal. Shrubs 5 Hytlrangea PaniculaA G.11MI' Panicle Hydrangea 5 gal. .\ 3 Rhus erona9ica Gr If Gro Low Sumac 3GOL 3 VICT. x n'.edia'DAMA,,mis' Yew 5gal. S ViburnumxDur;crvoodil'MODa1vK Mohawk Viburnum Sgai_ \ "NO PLANT SUBSITITUTIONS UNLESS APPROVED BY L.A. eINS,, AeuTTER eD FERING L.1aN CEDAR s AR coMMolv�wEALTH OF MA PLANT 3 RHODODENDRON) ADO PIDD17I NALL AVING AND SCREENED CLOTRASH URE .� —E'EN IDVE ALL ST CCROAGLING PAVEMENT RIPING FPARKING AREA I I N 28'08'30"yy '� O OrvroOD 3 FL01h ERN D sVISURN M DONnLD5p AN cLE HYDRANGEA n �^ ---- �GRDLDwSDNAD �- ExsTc FREE�rAND NG I ID SAN TO REMAIN---. 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ER)TvvR —.— ....F FIT co _0 ( RAPT STEEL Fmccv sroP arvD FRF ) ) III NEW 5 GAL A A RED nPPreoveoRv%vEv ur"cAP Bre D SUPPRESS ON RELEASE ' NKS ADD eREAC Area ) reLreNNDRNr K NE 11 sDNP sENSEAR ANre ATEre NT TTAFa OIL'ALL FLE INSIDE OF 1 FUELINGFELL V T-All .Pv( ) ��I L EC IT (Ew )STS TANK GAUGE P D LONEW DRY CHEM CAL FIRE CAL L Ere A ROnEre P N a = j —i -- _ _ — — — -- r w I — i o BLENDING D EN a PENCE,ATE N �aj �� = — — $ t -'v/� OAIC j 1L ". dodo AR s TSNc FUELNG l° 1 ��f O - -- MAT vu(SE ITS APPROV'ERRETED 0 0 cRoovEs(SEE Ere aPPreovED . �O DEEDER ROOT TANK RE SUPPRESSION PLAN) p :' �0 6 0 v' �MDNTDR asTN DE re I--- A'V REMAIN UNCHANGED EASRN TANKS Dre ss� To REMAN,Taa, sEre SUNP s9NP SENSOR 0 AND R�SPEED DIESEL DISPENSER 364.38' S 36'59'4S" E CB sERvicE —______ h 4 SMH �T ssT T T T sT T Ts T ssT TsT T TsT T T T� ssT sss—�s sss T TURNPIKE STREET ( ROUTE 114 ) GRAPHIC SCALE-FT LAYOUT OF PROPOSED SITE IMPROVEMENTS REFERENCE-PROPERTY LINES AND OTHER SITE INFORMATION SHOWN ON THIS DRAWING TAKEN FROM EXISTING CONDITIONS PLAN AND LAYODT PLAN FOR A.L.PRIME SEE GRAPHIC SCALE ENERGY CONSULTANTS BYLANDPLEX CIVIL ENGINEERINGAND S URVEYING,10 GEORGE ST,LOWELL MA 01852,978-201-9390,25 OCTOBER 2618,SCALE 1" 0' a 7=7 71 2REMAIN larvrtoaEo ra.rvnETER ATLANo covEREOn rtRe aENF corvc nwT an sRaLLr eeT TANxAND,oRV PNcn Fcas NSTALUTONsvecs FNo svecs ARe Avn L.use - O veNT asEas. ��"`= F'IENT GOVEIR TO RE EDULE as AND COATED TO PROrECT FROM coRROsbN AN I¢EN AN ANo AN-ENTANNC No MORE IRA. = ` ^� rvsorxs R. ENNL-e Pnss u�Ko s EVE�coMnononlLrcn'o'rvN As nsTM�a�aEA RaavEL =tom 5. INSTALI_NEWHRE suPPREssloN sysTEM PER FO APPaavEO PLAN 5. vLLeE s. ANSO ary N_"Iry MINXLIPER FOO T rvo WILL BE INBiALaLEDPNW MFGRIN9TMreLAiION GU4EL NES G III IN OF IEEE I L111INI IN PIOUT IsM.RPY FINE, PASSING TH......... O.GH A n9 SIEVE Is E. rnnTEa WL InVST rnEET ASnn G.1J PAaA y.t apMNTs ulnrts ON HNES COrvTENT arvo 1N WYERTANI I, AVEFATEFTAA_ GTa.NK F. ERG\' HOADD RIR nnENOAT ONsoR SPEcs NSFECTULPPNG PROR TO NGTALLATONFORaJYSHPP NG oa HANOLNG OAAAG ACCEPTaeLE s AL PRME EN CONSULTANT.INC. THSPLAN TEASED G TARTERPLA ON'ITH OTHERsrtE ANDARCHrtECiVRALPLANS THSPLAN ONLYFORV ATFEvuLNEL�PVNGSNSTAueo..auTPrcEArc TEA eACrcTLLrvc TnEPnrvatvarosECOrvoarvv LrvEs anE TO aE FaRs'auNON o FORT ILAIK 2 5 F LL � FITT_PATNALEETALLEDNIVE'ALLFAMMADENTRANOF-IEE o RATNG RMTEHML$oT PATALLON IAFR ATEk AL UP NT[Itnlx,v rn ary EVAGETEO SEAL AT THE I TE ram.. 1' A.L PRIME SITE 4108 TGPRO.TRELEAGALELEAGDEBTANDEllGOMPL,NGMrtR ALLASRGGNTEDTEGTNGANo A"° TEAON 'IT N.ANDOVER MA N"ire"� DE EENraEINrEaDTITaLDPE'TEDES RETUTHFR. ILL RELDosENeEAANIROVER-11TOAN'ALL"ApADEAtiFIAT1MDALLN�TKN 1725 TURNPIKE ST NI DP NGTRECEANT—TEAasRALLNGTEr MANNEALEs 1rt5NMPs,ArtN TANK& PIPING s ARv, REP _ PROPOSEDIMPROVEMENTS 3' PRIME GAS STATION 8 C-STORE P TEST11 EPIEYICECAU—DUE TO MAY PIPE EVEaEPERSONALI RAFETlIFY R AVARRIC ATR. REATED sv A TESTNE FA LURE OF FACES aR HFNA UNDER Aa ANNTHE AIDE FOR All AlE PUPILESlNFIPAH.GALEAR.APIEEING TEST—LL luvE NO Loss of LEFU o as APEERVED BLgSNOTED� LEAKI AG TK-1 "'�- 2019-02-25 °NC F D s�L °�� - h°Aa�EI NP PN mI�NT w�E IxAI TME �. ERE P71A CIA B NA N IA N RED FOR LEALA— NOTEF ISE...IIIL '� 1 PPE °APDD P,PIN° FG A"PIPE .Fll IEIAKI III ��, II El AA<AE ====--_ - Rl°AL ADNDK�T PIP EIIII Kt C�D'R'RD'O�INC �MRR E, f FR of�°,E°A.I(MIN =UUP-IT oo a,E LFIIE a,E A.III TKIRE'IE of IEC ,-Ts F� „D,E vF 1111111 s��AR�p'�p FG PIPE AND CONDUIT ENTRY o,��,�sv,,, A°EsvmpCIA A NAY RUA AR I—IT III 11v U."IDUll TAAESUMPT FUEL PIPING ENTY NOT TO SCALE FaT. 11 RE>uDWCAAays. CA" AABAAN °.L F(",,RAmus: AT DISPENSER SUMP �NIN,rARG ceAGE FUEL PIPING TRENCH IT $IMVEL FILL ADAPTER NOT To A— PN IVE DW 5GAL ABLL NOT To scale CDNTAlNI✓ENT FILL BUCKET R[GA UNW "IAlz aICHFaIC AW SAAL SPILL CONTAINMENT VAPOR 2 A—PA-w BUCKETCA'D AIDE roa or Asm N) L" A SIT#"TO 8 ALIF coNC TANK AT i, I T TTLP) SIM VEL VAPOR ADAPTOR 'IELF -AA Fear;AF".lII 11 A LAE REOV UNE LEAK DElECioR VPPAIT EL TANK TOP AC AB RE NF 'S E' >v —1.AT.1 E>✓G PUMP(m)UPAIE suCCoaT PIPE r CDeLAIER)NA TANK SUMP �IANsm CTA CET TAKII VENT/VAPDR MANIFDLD AIA"A TIJAA AIA.Tl ENTRT UUL'II(sEEATEDETAI(T ANR PLUG SW Fc PPINA SLOPED scwCE TO TANK. AD - TDN„HD aDNITWEo IUaP RisER 1)EFIl P°°.fre I"INN off - CNuE FRAME ITIBI IR FLE,asER ° EXTRACTOR ATTI AND L °NDER s,>a svMC sErvscrz fALL SUMPS) IAIA aaILL SCHED ID ELBOW BDTH a-o niti�! 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A L PRIME SITE#108 N.ANDOVER, MA 1725 TURNPIKE ST TANK&PIPING DETAILS PROPOSE IMPROVEMENTS PRIME GAS STATION&C-STORE aaleoi N ANDCAVER AS NOTED A� TK-2 0NIPEN..EH N,L PreD,ED C)PO,POmT INDa NERDRDwES .1 Ellw,IHLAPPreO,EDs ARE SELF SERVICE ISLAND AFNEDUPPREDSGNDVDTEMDVERTI—EN THE PDRP°SE of TH S w°RE S T°R ED.TH . mI:AL1,uNDFa ©roNrreo�zoNsoLEEOAP.ENr �sAFFT.DDA.PFRORDOLIARD - — FUEL NC AREATHArseENCENLaaceDTHEsysTEMovERTEEDesELFUELNCAREA=,u PPL.> �saE_�PEATTwD„"TLDu.,,ON �,HANDOEE�TEDaNEOHAO,AE,TNR, Ere OH D PieiPosrvE"LMiNAPART ERiw��eErNsrnuEoarrHEHE"FUE�Eivca"a`E'aaas',EL TEDAvsTF NDu� �AT,ENDN,rSOHr NR, �c�zDOORDRANDO,wRDAILLNE -- «DreoDND HOGPENAGLOCATGNGFFTNG STATE F IRE MARSHAL ©m A,DERREEADTDTHEHN,DSTAT DD D� T uDELNGREOUREMENTs .� �HIETI NAErNT ID MENIAL D oD �Dc. FLTD�,cFT-NA ADxcROUND DTOA SPIN,sa0 TOTAL AREA OOvANEHRE THE ATTENDANT AREA w u BE RELOCATED PRE O. , OaEr ,TDrerArDROTPOSDbTH INTEIAI R. INSTALLED PER THE A O NTEHTom re:AT M,DTPENTEre �LCH„Nc.nTHNFDFL NC ARFA RSYSTEM OPERATION IS EINVINEERE A NO w UN O1LGHT POLEIAETZ� TIE SVSTEIwLLERO NOTE AUTOMATIC AllMamu LACT'LATOm �PPAAH Nc SPACES s¢E III LocFlTou IIALL ME AlsRo aN AFIE NG VITCHE9 ERO PR 8 1 p 363.g8 DESIGN MANUAL FOR TECHNICAL SPECCCATbrvs AND GENERAL , SELF SERVICE SIGN DP NOrTOSCALE ' us ' auENDE LwC o c dERE��'- MODIFICATION OF EXISTING ;ry SELF SERVICE FACILITY ��-Y-Pu ��^yN•� �� L —�I i NOTED 3 ,2'MINX a.y, sraTEn�Eorerv-TON Vi vy 1V, ❑0 ISPENAINGAREA Tn FEA3 LEVELAS Po5818LE q8' �QA�a EIMTT LLEE LLIIR�E EI,RDD n 6 DISPENSERS a,2 FUELINo POSITIONS �. ATTENDANT 1 SVSTEM MFGRD BY PYRO CHEM,INC.(BOTH NEW&EXSTG)D anNCE TD ntE Ex snrvc T srs,EN ON,HE I FSEL -- — rueuNc swND..N.DSTUHeeD ALL DISPENSERS CONTAIN CREDIT CARD READERS v MODEL ATD-35/75-MEETS UL-1254 r=Esraaeu To PO T ENmrvc a'v 3' N8 R DOcoMPETENcv NUMEER 364.38' S 36'59'48'E ce 3A T OF REGISTRATION NUMBER Teo 0 \ V 1HAPED OF SELFISERVE ARIBR H TBD EA(H.)-(s EA)SYSTEMS EISIPO 1 x 2]1(SOME(VERLAP) TURNPIKE STREET �/� E° a UGRAPHIC SCALE-FT 4 OMDER case=AT,z xnuro as" I CENTER.THE'U"DE RDDVE SITE LAYOUT TOEEATOMITS°FEAAARDPHOTEDTION>.RE>.ANDTEE POTETHEIL SDF E SCALE,�1 POSITIVE LIMITING BARRIER(PILE) THISFDI RESERVED FOR LOSAL FIRE DEPARTMENT OFFNE USE NOT TO ACALE ES GNEE HAVE NEVS—/NONTHB EVIEV,ED THE ATTACHED INFORhwCGNANDEAVDEAC rvOwLEDGEMENN TEEREOF DPA,n ING TaIu=N FROIn PUN of wND Dv vwonwP�c Frv�Rc ArvD suavFr FOR aL.PRunF,vv�:r¢,�,sc,u_F v-u, c ITY/TOWN DATE OLL w THE enrvavv DEGc) [CruNDERs HAv DE r I NsrnuED ABDVE OR 1 OVERHEAD DEL THE GNOPY DEG:) CANOPY D EreHEAD 6 �,O c-rvovr I�PX _____'__________'__ T THIS SOx RESERe ED FOR RATE THE nARaHAL OFFOE USE ONLr - TED D. `EE a IDT O sE ��,� ' ___ C Fore D ENS DNs W o a T ,A D uENSO �) ���uO pDEpE""EECAw HIINO qq u ANO NOzzLE LAYOUTV ow E AR Z nT ., S E D NT H DH dti of 0 L L IIEP Lur s O O � E - 1 I a EA mrAL H .c P.Nwc SPACED APPHOS -- ----- EED-EovE oaH - 11 O-G I! r saw / ISLAND END ELEVATION NOZZLE AIM POINTS ISLAND SIDE ELEVATION E NOT HE—LE NDTrDSGAT THIS COPY: 1E HER --� GDER,ANA 1A Tb D NE TNA.NE ,EDIIFLI HE DTHEm �re.DEM THEevsrEm ME „ Dr RE '�-' e ALL.AESAanus EEau PPED .. �sLusEart.- DDsawsw Pu.Ps 'V DD DD AHE. ------- -------- — �DNc NYDFGLANDPDOTL�TbNANDDLs D DNSTA�TDPRDTL,T;TTw,DL 5 NO5 1TENSADD. AnENENTs LEE Ssit S H EPreOPOFEDaT THTL ETTTo z ,a _ os A n Oc IF (nn oc j x - , ET DECN DN r,AL A.L PRIME ENERGY Dr mED TD POSSIBLE O �I?'" ��� CONSULTANT INC. DAB xaUP, a a PPNc m'OR SAUGUS O O cnrbry ar MA a,sU ,r �aTzasasa, suPPORiE Au E ANCLE RON -rsT ELEVEmE N 000—LIN F ELNG vos noN' ----- ---- EHRO A --- NTo LEre ERrM.O e11H SULa1P Ea HNEMENTA IF an..nre ,e v,ovEEON Dun nT so,EOre uLT MEs Al PRIME SITE#108 EO o•��T-6. ,a_Ili a DDRNDTF .FTwT GFTFPDmPE AVF N.ANDOVER, MA A E Dx 1725 TURNPIKE ST NN o ERE AN DVERL V p SELF SERVICE I NTreE D,ED-.REDDID FIRE SUPPRESSION --- -------- N,HDHETT EDDP u b GDDENEEM AGN'aTEo° FIRE SUPPRESSION SYSTEM LAYOUT �a= GETHAT �- A FSP-1 o,PER I.Ew, MYSTIL UMCIF VES NDOD11 ,,,FH„A,FHA EOT�e. Ts„TTENDA r,T_B EH„E L_pAAAT zO,sozu ---------- I I —. ------- L---17T i l 0 o- 0 -- ---------- FLO romKe, TURNPIKE STREET (ROUTE 114) --------------- �--- I � I r ---- p ;ono ono ono i o I O 0 ——— ———— ———--——— ——— f , AW- a zoCR TURNPIKE STREET (ROUTE 114) NIL gnker -------------------------------------------- A e Q CO ENERGY NSU6LT.NT INC. od.Al PRIME SITE#108 FUEL DELIVERY TANKER PATH �� DGRA-C SCALE-FT - N.ANDOVER, MA REFERENCE-PROP LINES AND OTHER SITE INFO SHOWN ONTHIS DN'GTAKEN FROM EXSTG CONDITIONS FLAN FOR.A.L.PRIMEENERGY SEE GRAPHIC SCALE 1725 TURNPIKE ST CONSULTANT,INC.,NY LANDMARK ENGINEERING&SURVEY,INC.5S3 CHESTNUT ST.LYNN MA D1ED4.161-592-]D16,1R3o 15,SCALE 1=2D TANKER PATH PROPOSE IMPROVEMENTS PRIME GAS STATION&CSTORE aa1-1 N ANDOVER AS NOTED AG TR-1 PROPOSED SIGNAGE____ F GENERALNOTES -, MARK DESCRIPTION SIZE AREA OTY SO FT REMARKS 1. AT bIGNSSHO N AS PREFERRED BUT SUBJECT TO PERM STING B t BLDG WALLSIGN(LOGO) tiA'x2'E' 1fi.98 G.F. 1 i6d95F EXTERNHLLY ILLUMINATED IIET4L FRAME&PL45TIC FACE BUILDING DEPARTMENT ANY SIGNAGE PROPOSED THAT CANNOT BE FOR THROUGH SEPARARIGHT TE LL NOT INSTALLE. ORMAICABLE LIED L— 2 SLOG 4N4LL SIGN(MART) 36 x3E 12.25 S.F. 1 12255E EXTERNALLY ILLUMINATED, EB PLASTIC FACE AN LICAOUGH SEPARATE VARANCE OR OTHER APPLICABLE .� -- x ICI- v APPLICATIONS AT LATER DATE 3 BLDG WALL SIGN(LOGO) 6-0x2E' 16.885.F. 1 16885E EXTERNALLY ILLUMINATED, ET.4L FRAME&PLASTIC FACE 2. NO SIGNAGE IS PROPOSED TO BE INTERNALLY ILLUTA INATED 3. THE EXISTING FREESTANDING SIGN ALLOWED BY PREVIOUS VARIANCE 4O CANOPY SIGN(LOGO) E x 2G 1 88 S.F. 1 16.89 S.F. EXTERNALLY ILLUMINATED.NIETAL FRAME&PLASTIC FACE IS NOT BEING CHANGED OR RELOCATED. ___ 6 5 6 CANOPY SIGN(LOGO) 6-3 x2E 16885.F. 1 16.885.F. EXTERNALLY ILLUMINATED,I�IET4L FRAME&PLASTIC FACE 0 © CANOPY SIGN(LOGO) ifi.88 S.F. 1 16.995.F. EXTERNALLY ILLUMINATED,METAL FRAME B PLASTIC FACE EXSTG POLE SIG 4 3 BLDG WALL AREA(NORTH ELEVATION ONLY). 791 S.F. I CANOPY FASCIA AREA(EAST ONLY).196 S.F. TURNPIKE STREET (ROUTE 1 1 4) TOTAL WALL AREA BLDG AND CANOPY'. 987 S.F. TOTAL PROPOSED WALL AND CANOPY SIGNAGE. 96.65 S.F. EXISTING FREESTANDING SIGN ALLOWED BY PREVIOUS VARIANCE NOT BEING CHANGED.NOT INCLUDED IN TOTALS SIGN LOCATION KEY �a GRAPwo SCALE FEE GDACNIC SCALE ---- ---------- ----- - ---- ---------------------- ARCHITECTURAL 1 - -- 6 8, CHITECNRAL NCLEG A�HALT 8:12 PITCH ��('a� e (TYP) - IIIJJII T IIJI IIJIIIJIIIJI PER FD&A50 ROBE KNOX BOX PER FD 3 METAL AWNING ROMNTS OVER ENTRY METAL AWNING OVER ENTRY TRANAACTPSN 2 PRA 0 aOPE� Ma � A°o � Pa-A� oElEl C R SG 11DNG� 3.6, ElEl E 8 8 d �-�-�—Ids—, NORTH BUILDING ELEVATION P EAST BUILDING ELEVATION z 1 C A'' ,C SCALE-1 SEE—PHICS—E SEE GRAPHIC SCA7E ZS 56,0' - 6,e 9ACKCRof NNAWTOH S6WEYELL.RING ANOF FASCIA l6 4 �e. f - To SUPPRESSION SYSTEM nm R CONSULT.NT INC. COVER ENTIRE NG PlINl ENERGY AREA(SEE ESP-I PLAN) �y ^ AREA �''"" r` KAICAL ON REAR R '.ON REARH b.�,w.. SLAND ISLAND scNARE 6 Al PRIME 3ITE#108 N.ANDOVER, MA 1725 TURNPIKE ST SIGNAGE PRO ENTS OR EGA' ARIMEE GAS ESTATION&CSTORE EAST CANOPY ELEVATION S R 08-0AS NOTEDovE GRAPHe v SG-1 SEE GRAPHIC SCALE L AG �RRLTaRt Io�RSE ti ooN �aoN 11 �Eo 1^1-CA I-AIL A.111,IA p oT o nER o"_A RAEE _ — -- RRNNN�n�E -- �. LEP i a� Mo ��RR��ooE EONLRNT o�TONso .i i��ij�� F W To I I"ry ��E �AE�oa A,NALR NOT TO SCALE ao�TraotiA BRA LRA I ASPHALT PAVEMENT U-SHAPE BOLLARD SECTION THRU FUEL ISLAND BUILDING SIDEWALK CONCRETE PAVEMENT JOINTS III E, ��,�a��oN� Hs. MORaR FINDAL oESEwER eo.�NEENA� �RFA� 11E.1 ALL oa�EEN,�Ra OTTosoA �RONNR All TT �T RR RNo MORT Ra EON �A ERRMRT �E A oRA� a oRv o n PE LAIEs QD AE TAs �� KNEE d GP PPE ANE'LoEu,I PlAS 1 ITIA—L 1- 1 - —T AT eiR A P NP RANT�T MR.A_,"C E �ARANM i." 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WEST BUILDING ELEVATION GRAPHIC SCALE-ET SOUTH BUILDING ELEVATION 0c77-1I �— —LI=IT SEE GRAPHIC SCALE SEE GRAPHIC S—E Al PRIME SITE#108 N.ANDOVER, MA 1725 TURNPIKE ST BLDG ELEVATIONS PROPOSE IMPROVEMENTS PRIME GAS STATION&C-STORE aa1-1 N ANECOVER AS ACTED AG A-2 zss aa,o JS' 56.0' - r ow Acu a e p IUCL ACI a o CANOPY FASCIA ggCKGR.... ..H—E LET AW �ERNG CANOPY FASCA FIRE SUPPRESSION SYSTEM 30,0' To COVER ENTIRE FUELING AREA(SEE FSP-1 PLAN) DISPENSER DISPENSER oN REAR oN REAR EISPENBER ISLAND ISLAND SICCAAE tool 2o.D' SOUTH CANOPY ELEVATION FT SEE GRAPHIC SCALE EAST(RTE 114)CANOPY ELEVATION D7AP' �SEA�E-FT SEE GRAPHIC SCALE NORTH BUILDING ELEVATION SEE 11-11C SCALE zsa zas �ATO�°ASL,a "f CONSULT NTEINCY 8 _ A.L PRIME SITE NORTH CANOPY ELEVATION ' GRAPRICSCALE-FT N.ANDOVER, MA SEE GRAPHIC SCALE 1725 TURNPIKE ST CANOPY ELEVATIONS PROPOSEDIMPROVEMENTS PRIME GAS STATION&C-STORE aa�eoi OVE As A-3