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8231_SITE PLAN - STOP AND SHOP GAS - 1282 SPRINGFIELD ST. � a8a sprt n �, l J � �X ri6fS Gig 9a� �3�G /7-?0 t: �` :s !�.��„-Y" - ., '• a • .}?ria'w'a�. ;� ?��- ._h� - { o.,p �.(- ea7'3e, t . 'a:3`.f' 3• �r .� �. 7''3'!r"•r+, '.',�'�. �,j,,•�.-Fn d y t ��•Y,yyF,� r S XI�u' Y yh now=,akN' 0 11q 5, Issued for: Lo er .t b' 411 Date Issued. July 19, 2002 82 Latest Issue. September 18, 2002 .12ZS2 NN nng lei treet, atore # I ++ 0-4 Agawam, ' assacn' useL,&.b 1111 11 1 Bill , y No. Drawing Title Latest Issue C-1 Legend and General Notes 8/22/02 �a C-2 Overall Site Plan 8/22/02urt 1 C-3 Layout & Materials Plan 8/22/02 C-4 Grading and Utilities Plan 9/18/02 Va s}se Hangen Brustlin, Inc. C-5 Truck Route and Si na e Plan 8/22/02 � Transportation ra, or ns t.a.tion g g P wC-6 Landscape Plan 9/18102 ST. Land Development i nvironmental Services D-1 Standard Details 8/22/02 z .101 walnut Street, P.O. Box 9151 D-2 Standard Details 8/22/02 � .t-,Tatertown, Massachusetts 02471 17 924 1770 9 FAX 617 924 2286 s L 51. 1 Attached Drawings Prepared by VHB: 4v T-1 Three Dispenser Cann Elevations �� Owner: P Canopy -- (To Be Provided By Others) The Stop & Shop Supermarket Company SHOEMAKER 1.385 Hancock Street T-2 Miscellaneous Structural Details 7/19/02 Quincy, Massachusetts 02169 T-3 Double-Walled Fiberglass Tank Details 7/19/02 Locus Map �` T-4 Fire Suppression Plan 9/18/02 0 1��• 20W F"° Site Zoning District: Business A SITE PLAN,NNNG BOARD AGA�NAM � � Cp Yl u �'�'r` 00 ON 4 o�Q �^KEN k V) G�7 � U �"IVo p267�4 /STe� �C'� �hFsS/ONAk.��' C3 t 0 m id 1 LEGEND ABBREVIAMONS GENERAL NOTES EXIST PROP EXIST PROP GENERAL L 43,84' 1. EXISTING CONDITIONS INFORMATION: 2,21, JC 27.21 TCx ABAN ABANDON PROPERTY LINE ,>.t.�5 13;:' 27.15 BC TOP & BOTTOM ELEVATION A. PROPERTY LINE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON 2,21 rG 27.21 TC ACR ACCESSIBLE CURB RAMP ' PROJECT LIMIT LINE 7.,5 0c X27.IS BC TOP & BOTTOM ELEVATION CONSTRUCTION PLANS PREPARED BY BAYSTATE ENVIRONMENTAL ,>5 21,25 ADJ ADJUST CONSULTANTS, INC., DATED OCT.1992, REVISED JUNE 4, 1993. RIGHT-OF-WAY/PROPERTY LINE , SPOT ELEVATION w/LEADER EASEMENT x� SPOT ELEVATION w/LI�ADER --2'.25 1'25 APPROX APPROXIMATE B. UTILITIES THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN Vanasse . Gang a rustlin, Inc. �� _ BC BITUMINOUS CURB APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY BUILDING SETBACK 2: X 2 a 21 X 25 SPOT ELEVATION THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE 'Transportation 10 +00 10+00 BS BOTTOM OF SLOPE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND Land Development �_.._...�...�. ...".- -� BASELINE BORING LOCATION _ TEST PIT LOCATION CC CONCRETE CURB AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT Environmental Services CONSTRUCTION LAYOUT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND ZONING LINE 0 TEST WELL CCB CAPE COD BERM PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL REPAIRS SHALL BE 101 Walnut Street,P.G. Box 1 Watertown,Massachusetts 0247471 TOWN LINE . r BENCH MARK ELEV ELEVATION MADE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS TO CONTACT 617 924 1770 .FAX 617 924 2286 — W — WETLAND LINE �.: EXIST EXISTING "DIG SAFE" 72 HOURS PRIOR TO ANY EXCAVATION AT 1--888-344-7233. t� D 12 D DRAINAGE LINE FDN FOUNDATION FLOOD ZONE OVERFLOW DRAIN MAX MAXIMUM 2• UTILITIES (IF APPLICABLE): _.__ .()D _... ..._. OD —� - -- �- GRAVEL ROAD �`� "��} --_ 6"RD ROOF DRAIN MCC MONOLITHIC CONCRETE CURB A. THE FINAL LOCATION, SIZE, DEPTH, AND MATERIAL OF PRIVATE UTILITY SERVICES ARE SUBJECT EOP �2 s EDGE OF PAVEMENT SEWER LINE MIN MINIMUM 12"s TO THE REQUIREMENTS AND APPROVAL OF THE APPLICABLE UTILITY COMPANIES. "� °� ' "` '� �' � � f�C BC . " . __ OHW. . . _RiTUMNOUS CURB - — OVEERHEAD WEE N)C NOT IN CONTRACT 15• S I UKM DRAINAGE — ALL DRA(NAGE P(PE FOR CANOPY' ROOF' DRA(NS SHALL 6E P ,C SDR 33 i,CF CCB CAPE COD BERM - - " d_._. _.- 6"W WATER LINE NTS NOT TO SCALE UNLESS OTHERWISE NOTED. DRAINAGE PIPE FOR THE REPLACEMENT OF EXISTING STORM PCC ° PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP), CLASS V. PRECAST CONC. CURB { _-- FP FIRE PROTECTION LINE PCC PRECAST CONCRETE CURB VERT. GRAN. CURB m--2 �� 2"ow DOMESTIC WATER LINE PROP PROPOSED 3. PARKING AND DRIVE AREAS: SGE SCE SLOPED GRAN. EDGING -- "C - - �'3"O GAS LINE REM REMOVE —"------—_--- __��e✓_-- LIMIT OF CURB TYPE _"� UNDERGROUND ELECTRIC RET RETAIN CURBING -- PRECAST (PCC) CONCRETE CURBING SHALL BE USED UNLESS OTHERWISE INDICATED G . UG ON THE PLANS, CURVE REVEAL SHALL BE 6 INCHES, EXCEPT WHERE NOTED. CURB RADII SHALL SAWCUT ~'_ .'__.T_ —T TELEPHONE LINE REMOD REMODEL BE 5- FEET UNLESS OTHERWISE NOTED, MATC!-LINE MATCHLINE - -FA_' w FA FIRE ALARM R&D REMOVE AND DISCARD SEEBF-IF.ET2OP2 _ 4. PROPOSED PARKING LOT ISLANDS SHALL BE LANDSCAPED TO MATCH EXISTING. 5��_-- sWL c�Tv CABLE Tv R&R REMOVE AND RESET SOLID WHITE LINE Yi_ SYL SOLID YELLOW LINE ® CB CATCH BASIN R&S REMOVE AND STACK 5. HEAVY DUTY PAVEMENT SECTION: - 8k sue" SOLID BROKEN WHITE LINE Cc6 SGE SLOPED GRANITE EDGING SURFACE: 4 INCHES BITUMINOUS CONCRETE — LAID IN TWO COURSES. DOUBLE CATCH BASIN TS TOP OF SLOPE (2 INCH SURFACE OVER 2 INCH BINDER) - � - sue" TYP TYPICAL BROKEN YELLOW LINE ® Gf GUTTER INLET BASE: 8 INCHES OF GRAVEL. SwCHL SWCHL SOLID WHITE CHANNELIZING LINE D O DRAIN MANHOLE SYC;HL SYCHL SOLID YELLOW CHANNELIZING LINE =TD= =TD= TRENCH DRAIN VGC VERTICAL GRANITE CURB 6. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. —_� DYL Dn ALL CONSTRUCTION ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA STANDARDS DOUBLE YELLOW LINE PLUG/STUB s� SL AND LOCAL REQUIREMENTS. STOP LINE FES O- FES® FLARED END SECTION \_/ HEADWALL 7, UNDERGROUND STORAGE TANK, PIPING AND OTHER COMPONENTS: STEEL GUARD RAIL REFER TO DRAWINGS T--1 THROUGH T-�-4 FOR DESIGN AND INSTALLATION OF TANK, WOOD GUARD RAIL (.� CT GREASE TRAP ��ACCMP ASPHALT COATED CORRUGATED METAL PIPE PIPING AND OTHER COMPONENTS. INSTALLATION SHALL BE IN ACCORDANCE WITH �..��-�. `.—"' •� C © CONTROL STRUCTURE ALL APPLICABLE CODES AND REGULATIONS, BY A LICENSED CONTRACTOR CERTIFIED PATH WATER QUALITY UNIT CAP CORRUGATED ALUMINUM PIPE FOR SUCH INSTALLATION. TREE LINE C&C CUT AND CAPPED 8, FOR DESIGN AND INSTALLATION OF CANOPY AND KIOSK REFER TO MANUFACTURER'S CHAIN LINK FENCE SEWER MANHOLE CIP CAST IRON PIPE DRAWINGS. _ ." IT STOCKADE FENCE OG OG C COND CONDUIT CHANGE IN TYPE 9. CONTRACTOR SHALL COORDINATE TRAFFIC MANAGEMENT AND WORK/STAGING ARLMS WATER GATE --- - -- SPLIT RAIL FENCE C`l CS WITH OWNER PRIOR TO START OF CONSTRUCTION. CURB STOP AND BOX DIP DUCTILE IRON PIPE - STONE WALL �� T. Sv, TAPPING SLEEVE & VALVE FE5 FLARED END SECTION 10. FINAL LOCATION OF ELECTRIC AND TELEPHONE COMMUNICATION CONDUITS TO B =-�- -- n RETAINING WALL COORDINATED WITH OWNER AND UTILITY COMPANIES. - aaoo. HAY BALES - PRESSURE REDUCER F&G FRAME AND GRATE 11. EXCAVATED MATERIAL WILL BE STOCKPILED IN THE DESIGNATED AREA SHOWN ON -- - MINOR CONTOUR HYD ,OHYD SIAMESE CONNECTION F&C FRAME AND COVER THE PLANS DURING CONSTRUCTION. THE CONTRACTOR SHALL INSTALL AND MAINTAIN FIRE HYDRANT HH ELECTRIC HANDHOLE HAYBALES AROUND THE STOCKPILE. DISTURBED GRASS AREAS SHALL BE REGRADED — Q__ 20-- MAJOR CONTOUR WM o M AND SEEDED AFTER CONSTRUCTION, HAYBALES SHALL REMAIN IN—PLACE UNTIL THE WATER METER HYD HYDRANT VEGETATION HAS BE RE—ESTABLISHED IN THE DISTURBED AREAS. --— I'S---- —Ts— TOP of SLOPE PIv Piv ° POST INDICATOR VALVE INV INVERT ELEVATION -C`' S BOTTOM of SLOPE N� WELL PIV PAST INDICATOR VALVE 12, THE CONTRACTOR SHALL INSTALL. A SILT SACK IN EXISTING CATCH BASINS WHERE INDICATED ON THE PLANS. THE CONTRACTOR SHALL CLEAN EACH SILT SACK AFTER No. Revision Date Appvd. G k-21 GG PWW PAVED WATER WAY EVERY RAINFALL. Designed by Drawn by Checked by / BUILDING O GAS GATE CAD checked by Approved by EN 0 �M GAS METER PVC POLYVINYLCHLQRIDE PIPE 13. ALL DIMENSIONS SHOWN ON THE PLAN ARE FROM FACE OF THE CURB AND/OR �EN11l BUILDING ENTRANCE RCP REINFORCED CONCRETE PIPE FACE OF STRUCTURE, UNLESS OTHERWISE NOTED. Sa°1e none ate 8122102 Project rtse LD LD LOADING DOCK 0 •EMH ELECTRIC MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX Stop & Shop Store #782 BOLLARD Ea EB ELECTRIC BOX UP UTILITY POLE F 111 Facility I� � DUMPSTER PAD ELECTRIC METER VCP VITRIFIED CLAY PIPE Ue .y �- _V_ SIGN LIGHT POLE 1282 Springfield Street =11-PM =x__Pik DOUBLE SIGN FLOOD LIGHT Agawam, Massachusetts • PARKING METER H �I � UMI��II� d 1.6� �� , lss� sr PARKING COUNT DOUBLE LUMINAIRE Local Permitting �a � TRIPLE LUMINAIRE Cio COMPACT PARKING STALLS TRIPLE LUMINAIRE CROSSWALK Not Approved for Construction + QUAD LUMINAIRE Drawing Title CONC. PAVEMENT _ WALL PACK �] NORMAL PAVEMENT �? i 1'61H TELEPHONE MANHOLE legend & HEAVY DUTY PAVEMENT AANDICAP RAMP T° To TRAFFIC SIGNAL General Notes Al® D 0 SIGNAL BOX HANDICAP PARKING MCP �F_ACP Q L� VAN-ACCESSIBLE HANDICAP PARKING FB F8 FIRE ALARM CONTROL PANEL VAN o FIRE ALARM BOX Drawing Number Detalf no, IT 0 TRANSFORMER PAD 7 ARCH, DETAIL (SEE Sheet no. ARCH. DRAWINGS) C} MANHOLE �� C_ l KENO L { C i f D,, N ► UTILITY POLE +s U No 42674 Sheet of °... ♦ �� 1 12�� `� GUY POLE 0 e 9 � ypFFSSrONA-Hi HAND HOLE � t'W,q4• Project Number PULL BOX 06996 1069961cad11d1planset16996LEG.dwg Y, At t Viansse . nnjeen Brustlin, Inc. •- ., Transportation Land EnVira=ntal Development 101 walnut Street,P.O.Boer 9151 f ► Watertown,Massachusetts 02471 617 9241770+PAX 617 924 2286 f f ivo f OUC) r� � OUND11)y 1000 AA AIPpRO _ X. Ct-t47CRUNE OF STREAM f / . APPR-C)Y, t�4A` 0ui AR r' r f } x � J-+ !� I Tp GM ,. - _ ..,...--•" . ^' "s : -� ..-.ate""".^•'.-_r"" `� -_ 18 --_ _ 0- No, Pevisicr, Date Appvd. f -f Designed by Drown by Checked by PROPERTY LINE 12 13 94 14 i3 12 --- } W Chests on Loodiri� C)GCks - 693 S F. `. CAOechecked by Approved by Total B---iiiding Area =- 67,072 S.F_ � � $` 1„=401 Date 8/22/02 Mezzanines = 12,798 S,F. Project I ect T,tle -Us» Fjoor Area .-- 79,870 S.F. Stop & Shop Store #782 — /� (.arts Cut - - µ 4 — : Fueling Facilit / �. J Y 1282 Springfield Street _ _ — .. _� _.._..» _ _. _.. _ , ,`. ♦ ' , ♦,� ♦. ��, Agawam; Massachusetts J ' \. ♦ \ \ 4 \ \'�♦ � :``a Issued for 32 Local P'ertn�.ttin.g y --30,000 GAL �I / UNDERGROUND STORAGE— / TANK W/CONC PAD f UST VENT `—w... I , _:: ..... is � � . _� ... .-_. •�� _ � (`�- „ Not Approved rove or Construction ( __ t, <• �., � `---Wr" Drawing Title 5'-6 X--B'-.&SK -ON _ w ' .__ __.._. �_.._.._._.. 123 --- ;; CONC PAD /BOLLARDS Infants Overall _.. r Gant, Cart� G s Carts Carts, (:arts CONCP�TE.'PAD i� 7 i �11.__ �= _C 6 � _ C g �� Site Plan o CANOPY A OVE1 - 11 od -;l I. ----- -- (t r-.-R � ........�.. ` I I GAS DISPENSER (TYP) _._ -^._.�f EASEMENT FOR TRAFFIC Drawing Number PROPOSED LANDSCAPED �� - SIGNAL MAINTENANCE ISLAND TO MATCH EXIST — � ►�•va 25 40 0 40 80 �� P��N of -2 31 _ ' _ -- SCALE IN FEET KEt4c L N G , -- -._......rS : T..— .. _ ._.. _ _.._.. ��. :rTJ' . �._.-...,..,.....��..............__'r+�.rrMr��: M �w �� -..,,::mnod.wrcwem.: :.—imums+ix,--r_.-...:-..r,a •tc, -- _,.. 7 She � 1L 0 4 et f EY,IS_r-{NG 4•`,c3' � ►A��P�FEGlB'S� CONTROL BOX V"TT19v+4 Project Number SPRINGFIELD STREET (ROUTE 57 �- 2��a2 05996 1069961cad\dlplanset16996PLOT.dwg Ao . r-� r�!� •✓.•^'^'� ..r""' ram' YY ..r..•_ °N `•,� ``• Transportation ti _ � ^ _ _ Y -� - `\ Land Development Environmental Services 101 Walnut Street,P.O.Box 9151 � Watertown,Massachusetts 02471 617 9241770•FAX 617 924 2286 Zoning Summary Chart Business A Zoning Regulation Existing Required Provided _ - Requirements (Supermarket) (Fuel Facility) i MIN. SITE (LOT) SIZE 11.85 ACRES NOT SPECIFIED 11.85 ACRES f - MINIMUM LOT FRONTAGE 766 FT, f NOT SPECIFIED _ 766 FT._:h _ BUILDING SETBACK k. K (��1G -.: - if / •� FRONT 170 FT. 35 FT, 68 FT.± SIDE 40 FT. 25 FT. 114 FT,� REAR 40 FT. 25 FT. 749 FT.* X > � MAX. BUILDING HEIGHT 28 FT. -- -3 STORIES (45') „22 FT. N OPEN 51 5 51 "' T I EMI SPACE _ _ _ _ .- ---•-"' `-•..,.. ,:.7,,,.f r'^"1T r�^T'^ *�r�" "«,"'T7p,y'. ^yr'T�"-T',-*^-.,,,-rrr N .krG.✓ v... .: 1 lttk'w..... :Y �` ry •., PARKING SPACE SIZE 9 FT. x 18 FT. NOT SPECIFIED 9 FT. x 18 FT.- _ T P & J-1 0 P J P E F M A F K E T Parking Summary Chart -_ .. _—� .�f�_-..__. .._ .__---...._...___--- _ ._ ...._ _.__—.—._.__, . _•�.-. ..r______. .` Description Existing Required Provided STANDARD SPACES (9'x18') 342 - 312 ..... _ __.--- . -- f -- HANDICAP 11 _ a_ „---__. 1-1__....._._._ TOTAL SPACES +* 353 - 323 INSTALL HEAVY PROPERTY LINE ~ ` / I DUTY PAVEMENT ............... T- 30,000 GAL UNDERGROUND f STORAGE TANK W/CONC PAD -- PROPO§b RUMBLE STRIPS `� ABOVE AT FINISH GRADE INSTALL HEAVY 1 ----_ - REMOVE EXISTING CURBED ISLAND 6UTY PAVEMENT REMOVE EXISTING I CURBED ISLAND Q ,,_4i . I q w ,° add ✓ No- Revision Date ppvd -._ -._-� _..._._ - 1 - _ ,� M Designed Dy Drown by Checked by 111 4 �' 9q 9 11 "'# J8 ? GONGRETEO56 PAD IN _._..._...�_..---- CAD checked by Approved by r 14,E W/BOLLARDS -'— ----- -- __ _ _ s�a,B o. Date $/22102 Project Tale f ojec ' • . .--_---- _ _ t� Stop & Shop Store #782 --_._ — C��rr ��f i t s u 65' WOOD POST 5T EL GUARDRAIL Fueling Facility ... CONCRETE PAD 1282 Springfield Street 2 4" CJJ ,- r� am, Massachusetts CANOPY ABOVE - _ 14 Local Permitting l ---G""A$-- PM Eft m(TYP) f { LANDSC �ED ISLAND -•--� --- -�--•-- �'—'--�-'- EASEMENT ^^ _ � Not Approved for Construction TO MATCH EXIST RELOCATED S I V I i �� Drawing TiPe �. H CAI LIGHT AND �, 1 �; INSTALL HEAVY -H o POLE __ ___ SIGNAL M A I� ! T E N A N C E DUTY PAVEMENT Layout and Materials Plan we Dry Number A C- 3 OF 444S. {V L v7 a . o 42674 Sheet of 20 0 20 40 •}�o�ss rs T S� ,�{� S--,' �� byfry L41 Project Number TR"f N G F I��L D r -t t � � R`-!, T-J'TE 57 ) SCALE IN FEET r�rr t35495 1069961cadudlplanset\6996PL0T,dwg 000000 COO ��- � ��- � am fir!' ♦ -" r J..� -�,,'...- (� :T ' r f ,� _Vanasse Han, en Batlin, Inc. , � ,4 L f _ '_"- tF �� •, - '~ /" --_" ... -`; Transportation ...,,. #0 � ...._ \ Land Development W - - Environmental Services 101 Walnut Street, P.O.Box 9151 Watertown, Massachusetts 02471 617 9241770•FAX 617 924 2286 IQ 00 V / "+..... f' "`'r � off,✓ E X TI N G; " T 0 P ---\ HOP 0 ,�) UPERMARKET NOTE. PRIOR TO ANY INSTALLATION OF ANY f �\ SEWER, WATER OR DRAINAGE LINES, THE (5) 2" F'VC SCH. 40 CONDUITS I I I � \ CONTRACTOR/OWNER SHALL CONTACT THE 24" MIN BURIAL DEPTH ' \� TOWN OF AGAWAM S ENGINEERING - ' � J TELEP�AONE, DATA, SECURITY AND / �\ DIVISION, 786-0400 X275/8. NO ONE/SPARE (CONNECTION LOCATION �- 4 RQ PIPING/APPURTENANCES WILL BE AT, BUILDING AND ROUTE-:OF I f. INSTALLED OR BACKFILLED WITHOUT THE $00RDINATED DERGROUND CONDU,17 TO BE PERMISSION OF THE DIVISION. WITH--ESTOP & SHOP f AND UTILITY COMPANY) \� I -- / REUSE CATCH BASIN FRA E & C 0 V/ INSTALL HEAVY SAWCUT LINES } CONNECT X15TIN6 PIPE � f ' TO PROPO� DUTY PAVEMENT ED QMH 1 I w — Alt -Al-m- ;7T 2 / D — 21 F.1 214.1 21�}.9 t,Q 1 ( .-___ - _ W G , -- - - j - C,3 \ — 1 REVISED DRAINAGE $/18/02 4 /+ �; _ r- ` No. Revision Date ppvd F I . I :+:�, - -o_—� , w. �. I i -�rrrr1 2"D ` , r � Designed by Drawn by Checked by EXI ST CB ..D ' , INV(IN)=209.2f 214,014.$ I �` CAD Checked by Approved by 8„RD / i - --� 1 EXIST CB AND PIPE \ �`� ~\ sccle 1„=20, Date 8/22/02 INSTALL SILTSACK f DMH 1 FE=214. �� TO BE REMOVED Project 79t1e R=214.1 ` g ' 14.2 214.9 INV(CO) = 211.5 SEDIMENT TRAP DURING{ i=z a:3a�O/� D s • �� \ I Stop & Shop Store #782 CONSTRUCTION TX#�) r=zos.so ou , Fueling Ff t t ,r Facility f 1500 G L Oil/Wet Sep. ® • ,.' R=214.6 Q EXIST LIGHT 1 - _- _ __ �' � ' 1282 S rin field Street ' j it k TO BE RELOCATED / g ' k A awam, Massachusetts 214.5 215.1 —;-- • 11 ` ssued for AROUND ES IL =ocal Pernu��ng 200 AMP UNDERGRO ND , x GTD , STOCKPILE AREA ' ELECTRIC SERVICE �-�-.�-... ___...__ ► -- _--� �._ � - � ._.._ ._.� � �._._ - _ r USE 2 PVC SCH.40 CONDUIT � L 215.5 (CONNECTION, LOCATION AND a ` s INV(CO)) 211.0 '� c c ROUTE OF UNDERGROUND EASEMENT ENT FOR R TRAFFIC Not Approved for Construction CONDUIT TO BE COORDINATED `i `= ,�� Drawing Title W/STOP & SHOP AND i i INV(CO) = 210.8 ca - i? SO1L STOCKPILE ,-''r + ' G N A L MAINTENANCE // `- . ELECTRIC COMPANY) INV(�CO) 211.3 I _ 1 AREA / f / � .-'' - ,' Grading and Utilities Plan I§1�—SAWCUT LINE LL Jy ....._. ...._.. .....---- I I f .... I. .I^. ..r.r. r .. .. .`',. � .,. ... .,.... Drawing Number i'g �....;^-� . _ / v.- r.." - .,Y.._ __.._....` .,......."-- ^'_".`ry ..ti�_.............--- •••• "'.+.w k • �H OF MqS KEN AL m 1 o� I Sheet of IIII i —iVO a267n 0 20 0 20 40 ,�o11 s. a 12 �1� v�SIONPI Project Number STNINGFIEMD F � �, w.f57 ) SCALE IN FEET 06996 1069961cad\ld\planset\6996PLOIT.dwg Y � Vanasse Hangen Brustlin, Inc Transportation Land Development Environmental Sexvioes 101 Walnut Street,P.O.Box 9151 Watertown,Massachusetts 0 2471 617 924 1770•FAX 617 924 2286 SIGN SLUMARY M-U.T.C.D. SPECIFICATION NUMBER WIDTH HEIGHT TEXT SP-1 30" 18" FUEL `'�---- �-_"�n•-•� / --�'`�'. ```'�, pELiVERIES -D EX T I N SP—•2 21" 15"I S Ti�UCK ..._"--_. �\.�__`��-- = ----• ---- _•—__ ._.._._ __...__. ..__. / __. Lam..,,.. .......:� �� EXIT C �1 0 P P E R M A R E T _ M6--1(L) 21" 15" M6-3 21 15" PROPERTY LINE Carts Carts R5-1 30" 30 c�- e. -� AR 7/ ROWS SHOWN TO INDICATE PROPOSED FUEL DELIVERY TRUCK ROUTE dO1S d01S doss , SP- 1 i SP- 2 SP-- 1 M6-1 (R) M5- 3 ----_ STOP a 4 " Na. Revision Date ppvd a ^ �..'„ I � ........�4esigned by Drown by Checked by CAD checked by Approved by Scale 1"=20' Date $/22102 Project Title ("arts rStop & Shop More #7 82 Gams Carts Fueling Facility --.-- -� _ _._ _____._-__.. -._ _._.__ ---.__._.- .___1 Z82 Springfield Street All o a z ZT17 --Agawam, Massachusetts issued for — dOlS - _ Permittng 4= Ldo M-L S EXIST _._.._._.. ...._._._. ._... EASEMENT F O R T R A F F-- I C Not Approved for Construction Drawing Title SIGNAL MAINTENANCE Truck Route and Signage Plan r' �..�.,,,.._... _._.+..w�...---'�"�..._._. ..,.., ..,�..v w.w.� r.rr •.ram wrrrr ' � ..�...... rrr rr� Drawing Number X�Vk OF MA KE D C-5 q E i Sheet of 674 S 12 20 0 20 40 �o�otST�-e�\��`�Q C �.� �� F''Sl INN- N�'�, Project Number S _� R �I. `�� GTIELD FT E T ( IRMUTE 57 ) SCALE IN FEET ►..., 06996 106996\cadudlplanset16996PLOT,dwg 36 i Kffr Orr. t.IP'.'/R ll)C-AL I ccmmm II am IC% to IL SX (SLAIBR'A '&4AMROCK' e"AMROCK 1NKeERRY 2-21/2' Wt. JP 26 JUNIPERU$ PROCUMBEN3 'NANA' DWARF GARDEN JAPANESE JUNIPER 18"-24" SPO PA Im PENNISETUM ALOPEGUROIPE$ 'HAMELN' DWARF FOUNTAIN CRASS 2 GAJ... VanasS'e Hangen BruStlin, Inc. Transportation 1. 1q2$5A' N©t3 Land Development L A" PROPOSED 1r'I,ANTiNCs LOCATIONS 6FiALL ME STAKED GARERILLY 9 ALL PLANT MATERIALS $WALL ee CyiiAN1 EEI3�Ol?ONE YEAR Environmental services AS SHOWN ON THE PLANS FOR FIELD REVIEW BY Ti-E LANDSCAPE POLLCaIEIIN-s DATE OF FINAL ACCEPTANCE ARCHITECT PRIOR TO INSTALLATION, { l im.EXISTING TREES TO REMAIN 51-IALL BE PROTECTED WITH TEMPORARY 101 Walnut Street,P.O.Box 9151 1 '�!_ T :�� . 2. CONTRACTOR S44ALL VERIFY LOCATIONS OF ALL UTILITIES $NOW PENCE.ERECT $NOW PENCE AT THE DRIP LINE OF THE TREE. Watertown, Massachusetts 02471 AND NOTIFY OWNER$ REPRESENTATIVE OF C:ONFLICT$, CONTRACTOR SHALL NOT STORE VEHICLES OR MATERIAL$ WITHIN TH26 -~ - LANDSCAPE AREAS. ANY DAMACsE TO EXISTINCs TREE$, SHRUB$, OR 617 924 1770 FAX 617 924 2286 .` Y .. :.....^ 3•NO PLANT MATERIALS SHALL SE INSTALLED UNTIL ALL. GRADING AND LAWNS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL _ r AREA, CONSTRUCTION WAS L�SEEN GOM T HE IMM>rG1AT PLI U IN l: COST TO THE C R. .4.A 3-INC 4 DEEP $HF; WDDED PINE SARK SHALL BE INSTALLED UNDER II. AREAS DESIGNATED "LOAM / SEW" SHALL RECEIVE 6" OF LOAM AND ALL TREES AND 6HRIJ66, AND IN ALL PLANTINC,s BEDS, AS SHOWN SPECIFIED $EED MIX. LAWNS OVER 3r1 SLOPE $WALL BE PROTECTED ON TWE PLANS,OR A& DIRECTED BY 01JJNER'6 REPRESENTATIVE. WITH EROSION CONTROL FABRIC. 7' 5.ALL TEES SHALL 8E BALLED AND BURLAPPED,UNLESS 044ERWI°v1 12. LOAM AND SEED ALL AREAS NOT 0TWERWI$E TSMATED. NOTED, OR APPROVED B'I" THE OWI�ER'$ REPRESENTATIVE, 13, TN15 PLAN 16 INTENDED FOR LAND$GAPIW_% PURPOSES ONLY. 1 r,� &-FINAL WANTITY FOR EAGN PLANT TYPE $WALL BE A6 SHOWN ON TIME RJR TO 61TE / CIVIL DRAWING- FOR ALL OTHER / PLAN T14 S NUMBER SHALL TAKE PRECEDENCE IN CASE Or ANY SITE CONSTRLr_TION INFORMATION. i f/ - 1 tsa+ r-s ar3or=='nM=01 sd b+s t rtrt o Driatbr t art ry r-t.;ntr t-tOr'+rtw ON THE PLAN. 14. ALL PLANTIW36 MUST BE MAINTAINED AND THAT PORTION OF THE '!.ANY PROPOSED PLANT 6UBSti�'UT10N$Mi;I3'f BE APf'R01/ED IN PUBLIC WAY A1:3UTTli�s THE PARCEL AND INCLUDING T� Tf�EBELT SHALL BE MAINTAINED IN A SAFE AND ATTRACTIVE CONDITION BY U ITiNCs BY THE OUJI�]!:R'9 f�Pf $ENTAT1VE, THE OWNER OF T14E PARCEL. LL 1 _ S. A PLANT MATERIALS INSTALLED SHALL MEET OR EXCEED THE NURSERY 6PECIFICATION$ OP THE "AMERICAN STANDARDS FOR NURSER ti_______ STOCK" BY ti-E AMERIGAN ASSOCIATION OF NURSERYMEN r i � 1 _ H 0 ID- - 1 ' yam' !• rjFl 1 --- - CCarts Carts _ r , / / ^ / i A r j �• ! 1 ♦ r i / f ! r / r / 11 1 ADDED NOTE f 9/18/02 Revision Date Appvd. Ff �" / 1/ i ` �. j M� asigna by Drawn by G eckzd b M^"^-- / �---- .. .a ,; i ; `i,. � � �1 "" "`�`�� / �� 1-..-------••-----•�� CAD checked by Approved by !rlil! f fi! q vs ° .a' p 4 T ~ i� -�• i l� �� \ J .�-' 4 _ Scole J ff t 1n_20r oats 8/22102 Project Title Stop & Shop Store #782 r' , �� Q� ,, - �_.�. ; ; / �� Fueling Facility 10 P� �] • Carts Carts/" C; its Carts 1252 Springfield Street i f n p ` N �> , Agawam, Massachusetts a � , D.._.,.._.� � - __ ...-..._....., .—.,�..............�..,._.... `,,•' � � - -�-,..'--�............. �_ �. .�,,... ..._. --- � ..-........-......-. __....,................—_._........ fSSudd for t Local Permitting Rl� N Not Approved for Construction S NAVE i EASEMENT FOR TRAFFICf Drawing Title Landscape t Plan SIG A [... MAINTENANCE f �11 r� j j Drawing Number 7-1 r C- 6 f / +�.. .....win-n...-w-��. . �� ` -.. -. _ � � _ -.yr...w.-....x.^r+�•..'.-+-_.--..._- -....,..._.�...................�......�... Sheet o .._____.._._......_... . .._.,,�.�,-.„.. �.._ _..... ....__..._..-.w,.: �..�`��....:�=•�:.,_ / _�.....----.. �v � �f. r`I?a �' � Protect Number SCALE IN FEET ��:J.f;, .` 06996 t0699acadUMplanset16996LA.dwg Vanasse Hangen Brusttin, Inc. TO DMH NOTES: 1, OIL/WATER SEPARATOR SHALL BE A STANDARD PRECAST 24" DIA. • Transportation SEPTIC TANK WITH PRECAST BAFFLES AS SHOWN, ACCESS Land Development1. ALL SECTIONS SHALL BE DESIGNED FOR Environmental Services PRECAST BAFFLE 2. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. HS-20 LOADING. WITH 3'x1' OPENING t i ° 3. MANHOLE STEPS SHALL BE INSTALLED AT 12' O.C. FOR THE FULL DEPTH I � � 2. COPOLYMER MANHOLE STEPS SHALL BE 101 walnut greet P.O. Box 9151 OF THE STRUCTURE FOR THE MANHOLE ACCESS. I I.. 48'� DIA. (MIN.) _� r # 1 � INSTALLED AT 12' O.C. FOR THE FULL Watertown,Massachusetts 02471 5, 0 !r� — H— DEPTH OF THE STRUCTURE. 4. SEE PLANS FOR ACTUAL DISPOSITION OF PIPING LAYOUT FOR 617 9241770•FAX 617 924 2286 COORDINATION OF MANHOLE ACCESS, BAFFLE AND STEP LOCATIONS_ Alternate To lab 3, PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF p o p 5. PROVIDE "V` KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO PIPE. MORTAR ALL PIPE CONNECTIONS. I OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. FINISH OQDDfDM -, \ GRADE 4. JOINT SEALANT BETWEEN PRECAST HONE ( 6, JOINT SEALANT BETWEEN ALL SECTIONS SHALL BE PREFORMED BUTYL 8" 24" DIA. 8" SECTIONS SHALL BE PREFORMED BUTYL DDDDDDDDD RUBBER. ACCESS RUBBER. 6" 7, STANDARD DRAIN MANHOLE FRAME AND COVER SHALL BE SET IN FULL SEE 2 111 :r; 5. DRAIN MANHOLE FRAME AND COVER MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR NOTE 5.-- SHALL BE SET IN FULL MORTAR BED. ee. t. ".. '. '•'.d; ' �•, y..a.. (2 BRICK COURSES TYPICALLY, 5 BRICK COURSES MAXIMUM) _•- --- - M.- _ ._._ . . ADJUST TO GRADE WITH CLAY BRICK AND 10'-0" a. STANDARD BARREL BLOCK AND MORTAR SHALL BE USED TO BRING 4 MORTAR (2 BRICK COURSES TYPICALLY, 41ANO1OLC MNAWC A(q0 COVtr M nPI[YTfCO t)MAVC W rLN Ur-1-Itr IV IUr U� Q - � �'. 5 BRICK COURSES MAXIMUM) OF STRUCTURE EXCEEDS 24 INCHES. H z< ' PLA 4 111EWMEW 9. DIAMETER OF PVC TEE AND OUTLET PIPE TO BE 2" LESS THAN w ,��tV) DISCHARGE PIPING DIAMETER. SEAL CONNECTION IN PIPING WITH W� � y' STEPS, SEE CATCH BASIN FINISH NON-SHRINK GROUT. 4UjL `LCL 0 NOTE 2. 4 FRAME & GRATE GRADE w6 UJ PVC TEE WITH 10. GEOMETRY OF PIPING AND LOCATION OF BAFFLES, MANHOLE ACCESS 0 N , SEE SEE GLUED PLUG AND AND STEPS TO BE CONSISTENT WITH UTILITY PLAN. ........ NOTE 8 NOTE 7 THREADED END CAP _ DIA. FOR SIZING SEE NOTE 9 >' VARIES SEE NOTE 3. A LIQUID DISCHARGING PIPE --_--.__ LEVEL OUTLET z o A I DIA. 3" I F INV. i OUTLET VARIES o — NON—SHRINK w .Q ------- T 2" AIR SPACE GROUT < low P i SUPPORT TEE _......_ .__ -- ---._.—_-_ HOOD 4 4 FROM STRUCTURE SEE STEPS, SEE-----' ;� WALL W/GALVANIZED NOTE 4.Z NOTE 3 "? STRAPPING UD COMPACTED GRAVEL SEE NOTE 6 UJ e Q V) i 48" DIA. MIN. dl2p�, a ¢ 12" COMPACTED SUBGRADE COMPACTED GRAVEL m (TYP.} :.....ap. {.!�, .../,��.�'.�:,/�.C.�/ci.�✓... �..d'.1.�:,6/i,/�✓QQ/ g,° ro t, 4 12 COMPACTED SUBGRADE :a c3: &.•; 12"b -. .� 8'0-°' �s�''7i.ym.,...at ., ,°...:. •:ca..b. �. •7�'::..�a�. :•'':�70 $T10N OWWater Separator 9/00 i Drain Manhole (DMH) with Rood 3/02 N.T.S. REV LD-144 N.T.S. LD_ 116 CATCH BASIN GRATE 1" REBAR FOR PAVED AREA LANDSCAPED AREA SILTSACK BAG REMOVAL SEE APPLICABLE PAVEMENT SECTIONS - COMMON FILL/ LeBARON SEWER COMPACTED GRANULAR FILL ORDINARY BORROW No, Revision Date ppvd CLEANOUT RING SAWCUT Designed by Drawn by Checked by & COVER LA0910 CAD Checked by Approved by OR EQUAL / .......... Q 1 �\ \!, � ,, sooie As Noted Date 8/22102 THREADED PLUG 6 FINISH GRADE a ° n° o ° Q /\\�/ DEPTH AND SURFACE AT PAVEMENT \�\\ `� \�� cn TREATMENT VARIES Project Title w Pbn View 6 0 /�}: Stop 5�10p tOreif / 82 p a/\\ g o 0 0 ♦ CL CATCH BASIN GRATE UJ WARNING TAPE Fueling Facility CONCRETE COLLAR 12" _ \ °- ^. •` : � c_ ,. !� SILTSACK _ LENGTH AS REQUIRED a z y SEE STRIPING PLAN) - 1282 Springfield Street \\ : ,d, '..: .a .Pq 12 Agawam, Massachusetts PVC L0 !y C1 a Y\ � a MAND TAMPED HAUNC-NING -� ssuet� for I_ COMPACTED BEDDING 16' Local Permitting EXPANSION RESTRAINT WHITE PAINTED • /�, c.,� \f\\�\,� STOP LINE 12 COMPACTED Section view 0 16 (TYP.) FLOW — SUBGRADE MIN. FLOW 45• PVC BEND AT END OF LINE Not Approved for Construction WYE CONNECTION FOR IN—LINE Drawing Title Nogg: 4" WHITE PAINT SEE PLANS FOR INVERT AND PIPE SIZE Notes: 1. INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON #I ,LANE 1, WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH THE PLAN BEFORE COMMENCING WORK OR IN PAVED AREAS 4 Standard DETEN11ON BASIN BERMS OR OTHER SUCH SPECIAL AFTER BINDER COURSE 1S PLACED AND MAY BALES HAVE BEEN II REMOVED. Details SECTIONS, PLACE TRENCH BACKFiLL WITH MATERIALS SIMILAR TO THE SPECIAL SECTION REQUIREMENTS. 2. GRATE TO BE PLACED OVER SILTSACK. Notes: 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL 2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. STORM EVENTS AND CLEANING OR REPLACEMENT SHALL BE 1, PAVEMENT MARKINGS TO BE INSTALLED PERFORMED PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM FOR ON SITE WORK IN LOCATIONS SHOWN. 3, FOR HDPE PIPE, DIMENSION IS 24 INCHES. AREAS HAVE BEEN PERMANENTLY STABILIZED Drawing Number Cleanout - Paved Area 3/02 Utility Trench 5/02 Siltsack Sediment Trap 3/02 Painted Pavement Markings - Highway 3/02 N.T.S. LD-303 N.T.S. LD-300 N.T.S. LD-674 N.T.S. REV LD_555 D- 1 p� v I�(..1u.1 to ► Sheet of 9 n,, ► 7 12 A j4� Project Number ►v4v 06996 1069961cadUdlplanset16996DET.dwg 6}_ 9`-1°" ��—o" Vanasse �a� e�t I3ras�lr�� Inc. � 8" 3" 3., 5`I 'Yts" DIA HOLES {TYP.) iv � 3" 1'—0" 3" 3" Transportation JO 0 0 O O "' O 0 O O O O O 0 6 � 0 4 « v a o « a v O p END OF ire v o « n v Land Development Bnvirontne tal Services 1l TIMBER RAIL 1'-7" 8 SPACES 0 10" LAG SCREW SPACING I 1'-7" 1 V 3/4" DIA. HOLE 101 Walnut Street,P.D.Box 9151 (AS SHOWN) (TYP.) — TREATMENT VARIES Watertown, Massachusetts 02471 Steel Rail Detail �4"x1�" BOLT SLOT (TYP.} 1�" 617 9241770�FAX 617 924 2286 6"x %"xW-10" RAIL Steel S lice Plate Detail (MIN•) STEEL REINFORCED PRECAST 5"x%'x3'—©., TREATMENT VARIES CONCRETE CURB WX 8" CARRIAGE BOLT W/ CONCRETED URB PRECAST 1" CHAMFER HEX NUT & WASHER (TYP.) Y2" 8% 3" 3" 5" 6"x10'x9'-11/4" TACK COAT _177 RAIL TIMBER 1" CHAMFER BIT. CONCRETE 16" MIN. 6" 1 Q„ TIMBER RAIL ( TACK COAT SLOPE VARIES — PAVEMENT TOP COURSEEo W/45' CHAMFER x, II PROPOSED BIT. 4, EXISTING CONC. PAVEMENT �O SURFACE STEELR7r RAIL �I g18" DIA x 4" LAG r- SLOPE VARIES CONTROLLED LOW STRENGTH ' ✓\\//✓�/i✓\�✓/\ ✓/ �(//\��/��\ c3,o a a ' ("CC 0 } SGfCCYY' {Tl t'.) " v STR!*AJCTJJ 1I.�ITER1.A7 co � CURB IS SET AFTER BINDER ��/\\. ..Q,oCy . •. STEEL SPLICE PLATE ✓\�i/� ✓\y✓ ✓\\//�j\io; , COURSE IS 1N PLACE ,b r SAWCUT EXISTING 6,. 6rr1 z j�jT� ✓� i�� %%�1i� �� c ° `; r r ao y\� :Ao'•o-`` 4 BIT. PAVEMENT 5" DIA x 1Y" TO %s"x10Y2" CARRIAGE BOLT W/ 10x12"x7'-0" POST rDEPTH RECESSHEX NUT & PLATE WASHER TIMEE 1(� R ® V'—Q� �.C. SV -�i� �/ s.x ?�.-"'4;`:::,�::'; '•g 9r� p' d �`'.r.•' CONTROLLED LOWPost Connection Detail- To CURB PAST r/ `' ' r STRENGTH MATERIAL IF CURB fS SET AFTER z. ,%.;.; :, o°o ., �/\ q.-.pG ;a'• a;a t�::a, -0`�.a°; BRICK IS IN PLACE :/\\/ 'v: ' ++ :... a."e>:' *dtt):.:1.,""-•:�y,,+•..Pa•.c,a.•p,o::^�. (f� \/\'•rr�.'_ -?Cr.`, ;`.o: [—*A TIMBER 4,': ::• a:' :, r- BER RAIL `l ✓ :� \�'�`✓C/�j� :/✓;�j��j✓ MIN. (MIN.) COMPACTED GRAVEL Section A-A (1)2" MAX STONE SIZE) STEEL RAIL PLATE WASHER 6" 6" 12" MIN, COMPACTED POST GROUND Notes: COMPACTED GRAVEL SUBGRADE STEEL SPLICE PLATE (1Y2 MAX. STONE SIZE) 1. TIMBER RAILS AND POSTS SHALL BE PLANED ON THE FACE AND TOP AND THEN PRESSURE TREATED. COMPACTED SUBGRADE 4A 1 I 2. STEEL RAILS, SPLICE PLATES, BOLTS. SCREWS, NUTS AND WASHERS SHALL BE GALVANIZED. 3• AT END POSTS, PROVIDE FULL COVERAGE OF POST FACE WITH TIMBER RAIL AND SPLICE PLATE. Post Connection Detail -Elevation Steel.-Backed Wood Guardrail 5/02 Precast Concrete Curb (PCC) 3/02 Precast Concrete Curb (PCC) Set In Existing Pavement 3/02 N.T,S. LD_452 N.T.S. LD-404s N.T.S. LD—405s HARDWOOD STAKES OR DEADMAN (TYP.) TREE PIT llr--6" X6" -1.4X1.4 ROOT BALL WELDED WIRE FABRIC ITUMINOUGUY WIRE CONCRETES 1/2 INCH DIAMETER BLACK REINFORCED RUBBER PAVEMENT (4 HOSE (ABOVE FIRST BRANCH) Fn No. Revision Date ppvd CEMENT CONCRETE THREE STRANDS OF #10 GAUGE (TYPE II) � " Y2' g" GRAVEL COMPACTED Designed by Drawn by Checked by TWISTED GALVANIZED STEEL WIRE A CAD checked by Approved by TOP OF ROOT BALL ,a b 1 INCH ABOVE FINISH GRADE 2"x2"x8' HARDWOOD STAKE SCOio Date 3 STAKES PER TREE) >4::' "3";:,: As Natecl 8/22102 3" PINE BARK MULCH ON WEED '• 4- `i ': '•:eH:AMF + ' Project Title FABRIC. DO NOT COVER STEMS ...,_:`:.. ..; . OR TRUNK. ;✓\`\!/\\ /\\✓/\\/�\ `�� y, , ✓ '\\/vim✓\✓\ Stop CX. Shop Store #782 UNTIE AND CUT AWAY BURLAP FROM 1/3 (MIN) OF ROOT BALL; TREE SHALL BE SET PLUMB, Fueling Facility IF SYNTHETIC WRAP IS USED, AFTER SETTLEMENT COMPACTED SUBGRADE REMOVE COMPLETELY. TRUNK FLARE SHALL BE SET 1282 Springfield Street 2" BITUMINOUS SURFACE COURSE SLOPE TO FORM SAUCER. 2" ABOVE THE ESTABLISHED EXPANSION FINISHED GRADE JOINT SEALANT g Massachusetts 2'" BITUMINOUS BINDER COURSE 3' MUL H CIRCLE Y2 Agawam, p ; p: is: ::;:;"o =Dt _ _ __ i-- ALANT BACKFILL MIXTURE. - v a v o v o o ' o ° p 3" PINE BARK MULCH, ON 155UE TOr �QOO 0 o p o q0Q O MULCHWEED FABRIC, WITHIN 3� OF TRUNK . a + a .+•e Local Permttn O a°n °o n g oQ ° o° o n 8" COMPACTED GRAVEL O '\.\ \ \ �� CONCRETE °� ° v g v ✓� \�\✓ SLOPE TO FORM ga O n Q 0o ova o UQo°$Q ' \ ✓�\\ a•`�' ✓ � 3" 3" HIGH SAUCER Yz" PREFORMED ✓ r ✓ �! ✓ SIT ROOT BALL ON PLANT BACKFILL MIXTURE. EXPANSION JOINT Not Approved for Construction PP EXISTING UNDISTURBED SOIL n� I��{' I`�� I� I HOLE — THREE TIMES ROOTBALL DIAMETER OR ON COMPACTED SUBGRADE � , Drawing Tide . COMPACTED SUBGRADE ,\✓, � ✓, E i{�71on Dint Detail WITH SLOPED SIDES \� i\ \ ✓ , t Flexible Pavement \/\\\y UNTIE AND CUT AWAY BURLAP Standard heavy Du � \✓�\� FROM 1/3 OF ROOT BALL (tuflN)' • ✓ ✓/� ✓ ✓� /\✓/\✓ ✓ ✓ REMOVE COMPLETELY Notes: Note: _ \.\ \ \ , Details Note. " 1. CORRUGATIONS SHALL RUN TRANSVERSE TO TRAFFIC FLOW. 1, LOOSEN ROOTS AT THE OUTER SIT ROOT BALL ON EXISTING EDGE OF ROOTBALL OF UNDISTURBED SOIL ON 2. EXPANSION JOINTS TO BE PLACED 20 FEET ON CENTER . PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE CONTAINER GROWN SHRUBS HOLE — THREE TIMES ROOTBALL DIAMETER COMPACTED SUBGRADD E MAX, EACH WAY. BASED ON THE RESULTS OF FURTHER GE07ECHNICAL INVESTIGATIONS. WITH SLOPED SIDES Drawing Number Bituminous Concrete Pavement Sections 3/02 Shrub Planting 3/02 Tree Planting (For Trees Under 4" Caliper) 3/02 Concrete Rumble Strip 3/02 ,,.•__�� N.T.S. REV LD_-430s N.T.S. LD-600s N.T.S. LD-602s N.T.S. LD_442 -2 < � K ► f D r ► No n'r" } Sheet of A S 12 �► FFSS10 r l �+ ►f y1► r R.' Project Number `v 4 06996 —C)� 1069961cad\l 31pIansetN6996DET.dwg yim'0 PRESS./VAC RELIEF CAP SURFACE g �' TREATMENT e _ R. 4" DIA. SCHEDULE 40 (VARIES) STEEL PIPE (5 TOTAL) PRIME AND PAINT GRAY , 1 / /• / / /� /1 �,\�1 � Vanasse Hansenr°�ust xn, Inc. 3" (SCH. 40) GALVANIZED STEEL PIPE > 1"-6 / va {xa c � ° �" e/ / BURIAL TAPE \/ a g COMPACTED Transportation SUBGRADE Land Development 32 MIN UNPAVED Environmental Services \/ c GRAVEL AND GRAVEL BORROW FOR SUBBASE FINISHED GRADE y\\ 4'��_ Q�•� ,�, ,�k AND SUITABLE NATURAL MATERIAL x a�.c _ of 4" 101 Walnut Street,P.O.Box 9151 ;� ;�: �:, t Watertown,Massachusetts 024.71 STAINLESS STEELS 617 9241770•FAX 617 924 2286 STRAP, PIPE TO BOLLARD AJ r. e ,' o p � �\� 4" y / a i� ' ''' i > i, W, f ' y ;1 O 2' PVC SCHED.40 .4 FOOTING cam. `. l: v c 1��r r�' r. 4 /,..' 1 %' 1 y, 3 / . �: CONDUIT (6 REQ.) Q CONCRETE FOOTING : �;r.. < _ - 4,000 PSIn...;.a• �'r �\ r ',�� • '1 CONCRETE FOOTING \i , 4,000 PSI L _ i1" 111.A. � r• FIRM SUBGRADE F r. PEASTONE OR 3AND 6AGY<P'u_ 12' MATCH SIZE TO TANK VENT SYSTEM EQUAL ISLAND BOLLARD DETAIL VENT SUPPORT DETAIL TYPICAL UTILITY TRENCH NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTE- CONCRETE FILLED, 1. ELECTRICAL SYSTEM DESIGN AND ARCHITECTURAL DRAWINGS ARE PROVIDED HEREIN FOR 6" DIA, SCH. 40 STEEL PIPE REFERENCE ONLY. DESIGNS HAVE BEEN PROVIDED TO VH13 BY STOP AND SHOP AND PRIME AND PAINT GRAY INCORPORATED HEREIN INTO THE DRAWINGS FOR INFORMATION AND REFERENCE BY THE CONTRACTOR. VHB DOES NOT WARRANT OR ASSUME RESPONSIBILITY OR LIABILITY FOR THIS INFORMATION, I WINDOW WINDOW CONCRETE PAD — BITUMINOUS FOR KIOSK CONCRETE SURFACE 130LLAR1)S {TYP.) PAVEMENT TREATMENT (VARIES) £J + .O��q�,'(Q�° Cl�v y�y'�a?.�- •�� `., o yy0 ryb '"'^ •n<1( C� "q .. I C , 6 `%/ co �° 4' BURIAL TAPE Y" OF NEAT GROUT ' == 4w, •.r I y 6 '9;: h. J/.'`/, ° L :a.:..•�. .a= i;v• �' \ PLATE ON TOP. 40D0 PSI CEMENT ,� !'.� ,� ° 1 �/ 3° dp > ° o , 1V Y4 DIAMOND BITUMINbUS // .` =° o ." / O O 8 C� D a / CONCRETE (TYPE II) CONCRETE S \�\ \: + ,° s ��+ COMPACTED ANCHORED INTO PAVEMENT f /�j� j\ l/fi`j - '!� �tP J / p a l`/ CONCRETE. ,�'�`� .� f `` y °'•wl • �"`" ,'�� o o a \ SUBGRADE COMPACTED n "' _ ° COMPACTED GRAVEL' BORROW %r !f GRAVEL I o dr) a o *\ OR SUITABLE NATURAL MATERIAL / k/j �' ' /.`rr}%,. ° 6" OVERLAP u " ' CONCRETE FOOTING r / I \•\ STAGE II VAPOR RECOVERY a ,., s; _,: .�a r•�' 4.000 PSI -�.s, �'•5" .,s. "='r4'%• "°' n, =v °�, "- yst s. rTai'vT'� =r.;•tc' s-.�,,r�ti;`ti-?� .a"�+':. r. •.. .� '1 •�'\ � ♦ COMPACTED -�.� ..,.l,i b T -'•T- _ "": 'N�„_ .9v^-SY . aa�'L. .rI"7 3'.• ±> '/: \ 4 \ _... . r r c ,•1..,.J, .i',Y ' >a � - �:-.a,*i",.:F,r -_ is?M✓S=YA�i.`+,:.:e•'.s�r - _ .y.�w�=�•�. ��qJ \�� aN l'rf //y- '! P / /y: r 'r - e 3'.. .^ "Y• *..�t -'fit; _ 1 ",",.� .v ,„`,; ; :� �,w".� 'r. � �- .. .y 'r::+.'a:'`^r''s'-• .Y `-''� .. � a•,� �. !;e"S,/14r� SUBGRADE �\;/�! ,\ `�/ r r, - �,!;rR �; if .,j `t. \'✓," /r' /�r`�/i rr e °,i.J CJ '�o�'J gpo-' � °�' +�'/f/;'f -- - -_ �v t,��, '�C'` �\'J .C!''l\✓ /.��:,��`. :.< �i -,<'4t'.B � ti \f��'�{ '! "C;v\/.i tY:,-«L,,,�t,'w��`s(e. ,\/ °\. +'�, ».� y'�'.,'t .,r\\ ,�, \. - •� {' ^„f\\ ,\) ;\ \\ 6.. '� � °C� 13 \.•\i 6" COMPACTED OONf'F3ETE NaTE l \ y r %�/ %` GRAVEL COMPACTEp r• SUMADE #3 0 12' C.C. „`q � �1 °r PEASTONE OR IN B0T11 DIRECTIONS /E�/. d' 3J /,� :�� d o 0 ° e �d SAND SACKFILL 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE >r;;�� . - L y\%' a a ~ ° a %/;mil. — 6„ STRENGTH OF 4,000 PSI AT 28 DAYS WITH A ° MINIMUM CEMENT CONTENT OF 600 POUNDS PER Note. CUBIC YARD FOR ALL FOOTINGS. >yj /;1^;l\ ��•,`' \f ;; ti ' j �j\y > 2. ALL CONCRETE SHALL HAVE A SLUMP OF NO I. SIZE OF KIOSK PAD TO BE AS INDICATED ON PLANS. GREATER THAN 4" TO WITHIN A TOLERANCE OF 1". 1g. 2. CONSTRUCTION JOINTS TO BE SET AT INTERVALS OF Y2 OF LENGTH AND WIDTH OR A 3• ALL EXPOSED CONCRETE SHALL BE AIR-ENTRAINED MAXIMUM OF 20 FEET. (WITHIN 1% TOLERANCE), CONFORMING TO ASTM C260• DOUBLE WALL FILTER FABRIC PRODUCT PIPE (IF REQUIRED) 3. ALL CONCRETE WORK SHALL CONFORM TO ACE 318 BUILDING CODE REQUIREMENTS FOR 4• ALL FRAMEWORK, AND PLACEMENT OF CONCRETE REINFORCED CONCRETE AND ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR PRACTICES AND SHALL COMPLY WITH GOOD CONSTRUCTION BUILDINGS. GOVERNING CODES, AND REGU IN LATIONS. ANCE 4. ALL 4. ALL CONCRETE SHALL BE AIR--ENTRAINED AND HAVE A MINIMUM COMPRESSIVE No. - Revision - Date Appvd WA ERA EMAE T RA IOYSBY WEIGH SSH`ALLAIR BEENTRAINMENT O 50, SLUMP 2SHALL T0 e NCHES.1 5�' MAXIMUM CONCRETE SURROUND DETAIL PRODUCT PIPE TRENCH DETAIL Designed by Drawn by Checked by CAD checked by Approvod by NOT TO SCALE NOT TO SCALE '`°'e °ale 5l28102 As Noted KIOSK SECTIONAL DETAIL Project Title Stop & Shop Store #�782 NOT TO SCALE Fueling Facility 1282 Springfield Street Agawam, Massachusetts i E<IOSK & CAt eSP ' ` 12" C.C., Im #3 0 12" O.C. IN Issued for CONCRETE PAD BOTH DIRECTIONS CONCRETE PAD BOTH 61RECTI0N5 CONCRETE BOLLARD 10 TOTAL (SEE CONCRETE SURROUND DETAIL) Local Permi�ting PITCH (TYP. - 1 II •_ Y 3' RADIUS DOOR SWINGR ' <a a 5 q = l� v- 4, a I 7" CONCRETE PAD UNDER KIOSK • 2ih".CIF11R GLRAR u� GRAVEL AND GRAVEL BORROW FOR SUBBASE �• GRAVEL AND GRAVEL BORROW FOR SUBBASE CONCRETE MAT PROPOSED KIOSK SEE PRE—FAB 4�` i, t4 4 ce `� � (• - < r � � c� a* � I ( AND SUITABLE NATURAL MATERIAL 4 . c 4 c c AND SUITABLE NATURAL MATERIAL c� `� r- `�' c `� ` `4 r Not Approved for Construction or 1'-S'• 1"--6" STRUCTURES INC. DRAWINGS FOR '' � c �` �' � �, �' 9 � .� �' � q, 4 �' `# c� c�, �' r � � Drawn Title KIOSK CONSTRUCTION) 4 c cls q, c 4 4c� rp 4 � �qP 4 q c� Q? � � cb r c� ct. 4 4 4 � � t `° 9 ' �' c� [a+ c�, t:s c� �v c� cz c�> Qi C, ce c� c� c* � 4 C6, t� cb qP 4 k COMPACTED SUBGRADE /` l . / r /. /` f • COMPACTED SUBGRADE \� f , % ��/ ; .� , ;,.f Miscellaneous Str ctura , . '.! %\ /\ I,♦ . ,� � : , .\ i,� � . 71, max,. 6" POSITIVE LIMITING BARRIER Details .17� (SEE FIRE SUPPRESSION PLAN) 1 ¢ , I NOTES NOTES 3" BETWEEN OUTSIDE EDGE OF POSITIVE LIMITING BARRIER AND 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 BUILDING CODE REQUIREMENTS FOR 1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 BUILDING CODE REQUIREMENTS FOR I EDGE OF CONCRETE PAD REINFORCED CONCRETE AND ACI 301 SPECIFICATIONS FOR STRUCTURAL. CONCRETE FOR BUILDINGS. REINFORCED CONCRETE AND ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 2. ALL CONCRETE SHALL BE AIR—ENTRAINED AND HAVE A MINIMUM COMPRESSIVE STRENGTH 2, ALL CONCRETE SHALL BE AIR—ENTRAINED AND HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4000 PSI. AIR ENTRAINMENT SHALL BE 6% t1,5X MAXIMUM WATER/CEMENT AT 28 DAYS OF 4000 PSI. AIR ENTRAINMENT SHALL BE 6X �1.5%, MAXIMUM WATER/CEMENT RAT10 BY WEIGHT SHALL BE 0.50. SLUMP 2 TO 4 INCHES. RATIO BY WEIGHT SHALL. BE 0,50, SLUMP 2 TO 4 INCHES. Drawing Number CANOPY COLUMN �tyq OF gq�' T-2 , KIOSK PLAN DETAIL 8" REINFORCED CONCRETE PAD 6" REINFORCED CONCRETE PAD WILUAM . � ' OVER UST SURROUNDING FUELING ISLANDS � ` HEM NOT TO SCALE NOT TO SCALE NOT TO SCALE No. 8 140° � �heel 10 of 12 Project Number 06996 10699ftad11dlplanset15871-T2.dwg BACKFILL 1/9"-3/4!' PEASTONE PER --VENT--••VENT• PIPE SHALL BE CARRIED UP TO RISER PIPE CAP & FITTINGS 5 GALLON MANUFACTURERS SPECIFICATION A POINT NOT LESS THAN 12 FEET ABOVE THE in r GROUND LEVEL AT THE FILLING POINT OF THE 1/2' SPILL CONTAINMENT j s TANK AND BE SUPPORTED BY BRACKETS '' b. . . .. . a :R., q P''.�,'• ON THE KIOSK, 31 11= . . . -_ I i - i�. �s` LOCKING-CAP _ . . .. . . .... 5 GALLON SPILL • .<a.' � '�. .� '�.'••: . .. : CONTAINMENT WITH VAPOR RECOVERY (TYP. 2 PLC$) ys • '. ..'.'.'. .'.'. . . . .'.'''.'.'.'.' I-I I IE� 42" MANHOLE (2 PLC`S) CONCRETE Vanasse Hanger Brf�[•►�tfin, Inc. Il ..._. . III-I I TANK MAT 5 GALLON CONC. DRIVE PAD RIGID CONDUIT WITH II ;. . ... . .. ... ..- f SPILL CONTAINMENT AND ICI N. MIN I,�--1 1 r � 3" VENT PIPE FILL W/ APPROPRIATE PRODUCT EXPLOSION PROOF ADAPTOR Transportation ANCHORING STRAP AS 24" MiN. i4 (SLOPED 1/8"/FT, J COLOR & CODE (2 PLC$) JUNCTION BOX SPECIFIED BY THE TANK TOWARD TANKS Land Development MANUFACTURER -'.'...'..',' } 2' MIN, o UNDERGROUND DO}BLEWALL •---"i2T,000 �------- --� �- ^--,- COMPARTMENTALIZED FIBERGLASS 4" GALVANIZED 1/8" VENT HOLE 4` GALV. RISER (WRAPPED �g�q�enta�serVlCe3 - ` GAL _ _ 10,000 GAL FUEL STORAGE TANK(TYP,) STEEL RESER WITH CATHODIC PROTECTION TAPE,) 3/4' TURNBUCKLE AND t INTERSTTAL PROBE i8 1/2" WIRE ROPE WITH 101 Walnut Street,P.O.Box 9151 x MONITORING WELL 3" STAGE If 3" 01.4. VENT TRIPLE CLAMPS ti o • !� • MANHOLE (HI & LOW LEVEL) 1 ! I VAPOR RECOVERY TO RISERS Massachusetts 02471 : .. .. p REGULAR SU�jER (MINIMUM 2 REQUIRED) % :` `i MANIFOLD LINE WateltUVYi1' 9• TANK ANCHORING TO \ GASOLINE I ,�' GAS17LINE ! 617 9241774•PAX 61'7 924 2286 _ BE pE51GNfD BY MANUFACTURER 4" STEEL NPT FITTING ' BASED ON SITE CONDITIONS 2 MIN "` - " COATED W/ FIBERGLASS RE51N RESERVOIR (ANCHORING SHOWN IS FOR SCHEMATIC ONLY) _ � • � h g -- °' 0 ° ._ ... e"• BRINE SOLUTION ��i�I !I ; 13 SUPER PRODUCT LINE .' . , I I I I-•--III---.�I i-� 22 4x4x3x3 EXTRACTOR I i f TANK SHEATING DEPTH AS DETERMINED 1 13 REGULAR PRODUCT LINE BY CONTRACTOR USE TANK APPROVED FIALTERAFABRIC I AS REQUIRED FL-=- - - - - - - - - - - ......... 1. MECHANICAL TANK ANCHORING IS REQUIRED FOR ALL TANK INSTALLATIONS. �`� RISER �- VAPOR CONNECTION DETAIL 2. USE ONLY TANK MANUFACTURERS SPECIFIED ANCHOR STRAPS. NUMBER AND ® O INTERSTITIAL MONITOR RISER DETAIL AIL LOCATION !N ACCORDANCE WITH TANK MANUFACTURERS INSTALLATION NEW 3' X V CONCRETE � INSTRUCTIONS. ISLAND WITH 3-PRODUCT 3. ALL HOLD-DOWN STRAPS MUST BE UNIFORMLY TIGHTENED. STRAPS MUST DISPENSER (TYP,) O NOT TO SCALE NOT TO SCALE BE TIGHTENED UNTIL SNUG, BUT CAUSE NO DEFLECTION OF THE TANK. 4. WIRE ROPE ANCHORS OVER THE TANKS ARE NOT ACCEPTABLE AS A MEANS OF ANCHORING TANKS. 5. ALL TANKS ARE TO BE SET LEVEL. IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS, 22" FLGD. T FTGS. 42" CONTAINMENT COLLAR NOTES: CONTRACTOR SHALL PROVIDE SHEATHING, SHORING AND BRACING ON r 22" FL . M NWAY ALL SIDES OF EXCAVATIONS IN ACCORDANCE W/ STATE, LOCAL, AND OSHA REGULATIONS. CONCRETE DRIVE PAD PLAN VIEW (2 TYP.) � HOLD DOWN STRAP CLIP (2 TYP.) B°R 8"R ` HOLD DOWN STRAP LOCATION DOUBLEWALL TANK NOT TO SCALE IM 0 0 to Z . 0 .00 TOP MOUNTED LIFT LUG ANCHORING DETAIL SEE SITE PLAN FOR SITE SPECIFIC TANKS, ISLANDS, PIPING & LOCATIONS, O 4"dia. MANWAY COVER FIT7INO NOT TO SCALE ALL FILL COVERS SHALL BE MARKED, AT LEAST 6 INCHES ONTO THE ADJOINING FIXED METAL, CEMENT OR 4" NPT FIGS. (4 TYP-) PAVEMENT SURFACE AND BE PAINTED fN ACCORDANCE W/ THE FOLLOWING COLORS: REGULAR UNLEADED = WHITE \ PREMIUM UNLEADED = RED R-41 RESERVOIR VAPOR BALANCE = ORANGE n n 34 3/4" 134 3/4 ! I OMP- OMP- `D i 20000 10000 I _ o l ALL REBAR #4 - 8'-0" LONG ON 3' CHAIRS IN ADDITION TO OTHER SLAB REINFORCING. I 1 2 3 4 5 B 7 8 9 10 li 12 13 14 15 16 17 16 19 21 22 23 24 i5I 26" 27 28 29 10" 1 D" 10" 1 •�8' 1 •-8„ REBAR DETAIL AT 42 MANHOLES 5'-6 1/4" 8'-3" 2' 9" 8'-6 1/2" 4'-1 1/2" 8'-6 1/2" Z'-9 -g' 3" 5r-6 1/4„ NOT TO SCALE 54'-3" UST DIMENSIONS -- CONTAINMENT SOLUTIONS _ [�42° MANHOLE c2 TYP.) MODEL DWT-'-SWB (10") 4" LEAK NOT TO SCALE FUEL DETECTOR (2 TYP) DISPENSER 32 1 1/2 HP MOTOR MR© (2 TYP.) O CONTAINMENT (4 TYP.) r 2" FULL PORT FILL CAP SHALL HAVE 10 M6E ALL RISERS WITH N QTES.BALL VALVE 2 TYP.) APPROPRIATE PRODUCT 27 CAP (2 TYP.) COLOR CODE (2 TYP.) A P TAP 8" THICK 4,000 PSI CONCRETE SLAB O 42" DIAMETER ENCLOSURE REINFORCED WITH NO.4 BARS 0 12" ON CENTER No. Revision Date ppvd (FIELD DETERMINE 28 ADAPTOR (TYP.} 1. ACTUAL TANK, DISPENSER AND PIPE LINE LOCATIONS ARE PRESENTED 12 25 DOUBLE POPPET LENGTH 2 TYP.) LOCKING - CAP 27 3" STAGE II VAPOR IN SCHEMATIC FORM AND MUST BE DETERMINED IN THE FIELD Designed by Orawn by Checked by CRASH VALVE (2 TYP_) RECOVERY MANIFOLD LINE (2 TYP.) CAD checS ed b O 12" ROAD BOX 4" GALV, RISER Y Approved by (4 TYP.) UNIVERSAL.FILL 28 24" IN ALL BROOM 2. ALL WORK SHALL CONFORM WITH 527 CMR 9.00 STORAGE TANK AND ADAPTOR (2 TYP.) 4x4x3x3 EXTRACTOR FITTING 12" SURROUNDING DIRECTIONS FINISH TOP CONTAINERS, ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS, Scale Date (2 TlP) 22 MANHOLES (TYP} pF CONCRETE AND WITH TANK AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. N.T,S. 6I2$IO2 _---- „ E4 INSTALL ONE 30,000 GALLON TWOCOMPARTMENT Project Title 3• (20:000/10,000 SPLIT} , -; FUEL STORAGE TANK. 1 "FIRE A �T 1 2" RE SAFE" �to V4 ��o re / tore #75.� (L 4. ALL UNDERGROUND PRODUCT PIPING SHALL BE 2" HOSE IN SECONDARY FLEXIBLE CONNECTOR _ s� 1 1/2" "FIRE SAFE" CONDUIT " EDGE OF CONCRETE CONTAINMENT OR APPROVED EQUIVALENT, BELOW THE GROUND SURFACE. FLEXIBLE CONNECTOR a FuelingFaci lity t W MPG. SEAL q; 5. ALL ABOVEGROUND OUTSIDE VENT PIPING SHALL BE 3" SCHEDULE 40 15 SEE INTERSTITIAL / _ � • ;grc:,�;Yr•wr':m m GALVANIZED STEEL PIPE. MONITOR RISER DETAIL T t: ;- ,z.:. y'}' ;�s+':' >. Y;w• •v- ::.a _,ti., ;:w-, T: rr•. ,, x,,�•.;�:,t'. f l'`.' •. •:t:�`iiy f Vc3 :.`•. :`..t,.`."." .i 1-.-5 t. .N �� iJ V� ,.'w'� ;< -s:-�,^Y' v. .'.�ti:•' ,�' .'c..• :gin, 7, {: 'J;ti: ..5:..1�p.n •.J l.:' 'G.•ii•tri• '�� ..�. �. 6. V SHALL I.D. AN 1282 Springfield <:.. -;`�'•�,•- E"-`�. '�:.' .s'. �, `.:�'..: ENT S LL BE 3" D TERMINATE AT A MINIMUM F 1 FEET ABOVE �treet r:I',. < . :•.a>�;::�•� :5_.:,,.. ••;.:,', � .�. 0 2 E T BO E CONDUIT WITH �~'- _'.. 5 s'r. •��'=:.-. 'ai v'Ye++'C'` .F.~ 'f': .�r,;^::'1'� ..+.�'i°6 .iwi4•.,4n .,y.„ ��. `.^F S . � �` ;a.+, `''+" �:';.<;.:t: G: .:,•rt•. .,...ti ,s5a:.,,o:�•::::• 12" MONITORING 'x'' �• - r: a {,.,,.. t. ''r'' THE GROUND. '.i..f'...•:4'"ti''. ",4.Yt:''R' S"fy '.\;l'•1:1• �1;.wY.`"i. ':F ,�t(S G SEAL 3 PER - .';;"•, •,''w•".". r. .:t ',•• :.c,N• �' `:r .»-....c� �.?s': ;: '^s. � ;�, WE A BOX WITH .:1•.' '•Y"' .S +:•,< '•;s-:M. WELL ROD ;, n•, REGULARMINIMUM) u" ;�; • 'I...., ^:.. Bo A awam Massachusetts _ � �'4;= ::.• ;•�•-., 'ic'.5 �• '.• LO G 7. A CT V AN I {� �::� WY •, ;:' 4' 4. �;�r'. LL PRODU ENT D FILL P PING SHALL BE PITCHE T R A b PRODUCT . rx N'r„, � T�I�i�• _ AT MINIMUM-OF 2" PER 8. LINE TRI 2 PRODUCT w' '< �s,'•. =w 'ii: �> Issued for ELEC CAL COUPLING PIPING IN v'�`'S�` 1 I r+7 I I ''•:__,`-- :�-�:;- SIPING I SECONDARY ``� '�`'� 8. SWING JOINS SHALL BE INSTALLED WHEREVER HARD WALLED GRAVITY FLOW , 2" FLEXIBLE I I I I 13 '- s` PIPING CHANGES DIRECTION. Local Pernutg SUPER CONTAINMENT(SENS �: .:,:w: `. :�;: E TO PRODUCT LINE 19 W:�L SENSOR SUDCH THAT ATION OR TEEELBDW ENTRY BOOT II I VENPIPRSER II II t,. 9. ALL UST FILL AND BALANCE LINE CONNECTIONS SHALL BE EQUIPPED WITH MINIMUM OF LIQUID WILL BE I `�^^;''?"'. MASS. APPROVED 5 GALLON SPILL CONTAINMENT. STAGE II PRESENT WHEN AN ALARM IS II I II II I I 2"X16" BALL II II OVERFLOW ACTIVATED) I ELECTRICAL COU LING 21 ALARM LEVEL ' ` r'�• 10. THE UST SHALL BE EQUIPPED WITH TANK MONITORING SYSTEM INCLUDING VAPOR RECOVERY LINE I FLOAT VENT VALVE II 2" "FIRE SAFE" I I I I ,sr; I TO RESTRICT FLOW INTO _';;°;�' 4" SLOTTED PVC 34 TANK INVENTORY AND INTERSTITIAL PROBES AND REMOTE OVERFILL ALARM. Not Approved for Const maion 11 11 DISPENSER SUMP FLEXIBLE CONNECTOR I I I I I I I I , THE TANK AT 95% FULL MONITORING WELLS 30 DEEP (2 TYP.) 11- ALL PRODUCT PIPING SHALL BE AIR TESTED UPON COMPLETION AND Drawing Title 15 I SUMP SENSOR (SENSOR LOCATION WILL BE II (2) MINIMUM REQUIRED MOUNTED SUCH THAT A MINIMUM OF LIQUID I 24 EXTENDING 5' INTO FIREWITN DEPASSEDRTMENT. BY THE ENGINEER AND A REPRESENTATIVE OF THE LOCAL GROUNDWATER FIRE DEPARTMENT. REFER TO TECHNICAL SPECIFICATIONS OF UNDERGROUND PRODUCT LINE ENTRY BOOT (10 TYP) WILL BE PRESENT WHEN AN ALARM IS ACTIVATED) I WELLS SHOULD BE CLEARLY STORAGE TANK INSTALLATION FOR TESTING REQUIREMENTS. 17 MARKED AND SECURED 12• THE UST SHALL BE PRECISION TIGHTNESS TESTED UPON COMPLETION OF Double-Walled INSTALLATION, REFER TO TECHNICAL SPECIFICATIONS OF UNDERGROUND AUTO ATIC STORAGE TANK INSTALLATION FOR THE TESTING REQUIREMENTS. R{ •; v I I TANK GUAGE Fiberglass Tank Detail 13. THE CONTRACTOR SHALL PROVIDE SHEATHING, SHORING AND BRACING TO DOUBLEWALL FIBERGLASS TANK >~<`Y�"�, COMPLETE AND PROTECT ALL EXCAVATED AREAS, FOR SAFETY !•. j�,..._,-;.�ti z, AND COMPLIANCE WITH OSHA, AT NO ADDITIONAL COST. ALL BACK FILL TO BE =' ' �; =��=""r=A ' ? a 14. THE INSTALLATION PROCEDURES FOR THE 30,000 GALLON FUEL TANK IS • PROVIDED IN THE TECHNICAL SPECIFICATIONS, AND SHALL BE IN PEASTONE IN ACCORDANCE TO ' iT'r"1`�,:•?-'�'µ=��I''��"'':• � MANUFACTURERS SPECIFIC ALL :" :'` ; . �+L^k' '± ACCORDANCE WITH THE MANUFACTURERS WRITTEN RECOMMENDAT30N5. *" =,:^4;.,ti;�s :1• �`,;;.;�'•t r::, PEAS ONE ••',`' :yYy!��•5�• • -"•'l•u5'C ��h,A:�,r�K�•� SUBMERSIBLE PUMP 20 T 15, LEGEND NUMBER QQ REFER TO EQUIPMENT LIST INCLUDED WITH Drawing Number 4;4 i i5• r .. ap. ,TALCQTTOFAq i.' 'a �,.. �. •'. .-. : _ .A CONTRACT DOCUMENTS, (PROVIDED BY STOP & SHOP) TANK ANCHOR SYSTEM A . . . 4' `COf!ICRETE ' p NYC 4.. 4'a a CONCRETE' 4 .aY . i a 4 . DEF ECTO.R-,P6:rE TYP?) a. : 4 i °- '�+4. .a F . 'p' d� •'a t •• (SEE TANK ANCHORING DETAIL) 4 _' "• 4 e ). . . * '••- e° ''a 1S. THE FIRE SUPPRESSION SYSTEM IS ILLUSTRATED FOR INSTALLATION OF COORDINATION PURPOSES ONLY. THE SYSTEM SHALL BE FURNISHEDs AND INSTALLED BY OTHERS, UNDER CONTACT TO STOP & SHOP. IT IS c --__ 20 _,••,• __ - 20t �I THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE INSTALLATION OF THE MAW T-3 �y FIRE SUPPRESSION SYSTEM WITH THE DESIGNATED STOP & SHOP TAB- CONSTRUCTION MANAGER, AFTER THE CANOPY AND REQUIRED ELECTRICAL TYPICAL DOUBLEWALL FIBERGLASS AND CONTROL CONDUITS HAVE BEEN INSTALLED. 00�°' 40 5" Sheet of 17• ELECTRICAL SYSTEM DESIGN AND ARCHITECTURAL DRAWINGS ARE PROVIDED 11 1Z TAN K SECTI ON HEREIN FOR REFERENCE ONLY. DESIGNS HAVE BEEN PROVIDED TO VHB �s4 QAlAL BY STOP & SHOP AND fNCORPORATED HEREIN INTO THE DRAWINGS FOR Project Number NOT TO SCALE INFORMATION AND REFERENCE BY THE CONTRACTOR. VHB DOES NOT 06996 WARRANT OR ASSUME ANY RESPONSIBILITY OR LIABILITY FOR THIS INFORMATION. 1069961cadtldlplanset16996-T3.dwg , fr. c. THERMAL SENSOR- 1� TYPICAL 20` x 75' ...-..- .. -- -•. 77T CANOPY, TO BE INSTALLED _ BY OTHERS 14 DRY CHEMICAL CYLINDERS CEILING PANS !,` R1 -{� '. '•_ - -._ � �9 MOUNTED ON TOP OF YlattZfISSLlZ � $ Irl Inc. CANOPY DECK TO DRY CHEMICAL � -�- STRUCTURAL MEMBERS 12 Transportation NOZZLE (TYP,) g 14 rf • k �u Carts �. 10 � _.._._... ��, __...�_ ._ .._-_ ....... .._. Land Development <u -- - Environmental Services < 10 �D - `� m / 101 Walnut Street,P.O.Box 9151 I _ �_ _ �I�, Massachusetts 02471 MPD "MULTI- Watertown, PRODUCT DISPENSER" ( .._ W... __- �( 617 9247'�0 •FAX 617 924 (TYP.) 0 5' i, w13 _ &,NERAL NOTES -� 9 LE I. 1" SCHEDULE 40 PIPING AND FITTINGS FROM DRY 3 CHEMICAL CYLINDER TO NOZZLE CLUSTER. 2 BOLLARDS PISS 2,6 13 � 2. 3 4" SCHEDULE 40 PIPING AND FITTINGS FROM NOZZLE CLUSTER 4" DiA. PIPE N .� -. �.�,.�___........-_ •..�. �„_..........__._.._._,_..,—. ,..�-,.� BOLLARD (TYP.) 1,2,4,11,16,17 f --- / 70 NOZZLES. 0 = NOZZLE LOCATION 3. PIPING SHALL BE SUPPORTED BY CANOPY AT COLUMNS iz" v. •12: = AIMING POINT =-•... ._y __ AT A MINIMUM OF THREE a s MAXIMUM NOZZLE HEIGHT = 15"-7" �`�-_ OF PIPING, AND A MINIMUM 0OF THREE FOR FOR F EACH VERTICAL RUN. 4. THE FIRE SUPPRESSION SYSTEM SHALL BE EQUIPPED MTH 4 a• n• _r ° 0 0 ZQ 40 1 ELECTRIC THERMOSTAT DETECTOR (120 V, 60 HZ, 140 'F) CONCRETE CANOPY a• q 4 a AT EACH DISPENSER AND HEAT COLLECTOR PAN(IF REQUIRED). FOOTINGS MAIN ISLAND PROTECTION - I- ELECTRICAL. CONDUITS COVERAGE DETAIL SCALE IN FEET ---__ - = -__ 5. MAXIMUM DETECTOR HEIGHT SHALL BE I5'. TO KIOSK _ — 6. THE FIRE SUPPRESSION SYSTEM TO BE INSTALLED AT NOT TO SCALE - TAKEN FROM PYRO-CHEM MANUAL 1) Intercom speakers at each dispenser with master control located in kiosk. - THIS SITE 15 A UL LISTEO PYRO-CHEM, INC. "THE ATTENDANT II" PROFILE— N.T. 2) Gasoline dis enser control console e ui ment with coal lete e ui ment shutdown in emer enc mode, U L o roved � :-^;, _^x -- MODEL ATDH8a 13C 3) Hand operated 10 ABC fire extinguisher three typical) 7. CAMERAS SHALL 8E MOUNTED ON THE CANOPY TO P 9 � YP ) I PROVIDE A CLEAR VIEW OF FUELING OPERATIONS AT 4) Kiosk EACH VEHICLE AT ALL TIMES FOR THE GASOLINE FUELING 24-6" 24-6" 5) Canopy Column STATION ATTENDANT IN ACCORDANCE WITH 527 CMR 6) U/L approved gasoline dispenser with automatic credit card reading device - 7) Positive limiting barrier around perimeter of self service gasoline dispensing area 8, ALL DISCHARGE PIPING, TEES, ELBOWS, UNIONS AND FITTINGS TO BE SCH. 40 GALVANIZED STEEL OR BLACK STEEL PIPE AND SHALL 8) Direction of traffic (for illustration only) BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S UL -- - 9) Safety barricade - LISTED INSTALLATION �sANUAL ..� ra a :• a t _ _� 10) Concrete mat surrounding the dispensing area shall be mode as level as possible 9. FOUR 80 POUND DRY CHEMICAL CYLINDERS PER ISLAND f 4` 11) Manual fire suppression release and fire alarm located in kiosk convenient to attendant zY ,o _ OR AS REQUIRED 8Y MANUFACTURER POSITIVE UMITNG ' "' 1`05tTIVE LIMITING 12) Landscaped Island (Typ.) ' �r BARRIER GROOVES BARRIER GROOVES 10. EACH PERSON ENGAGED IN THE INSTALLATION, SERVICING, AROUND CONC. MAT 13) Camera (three typical) CHARGING, RECHARGING REPAIR, TEST AND INSPECTION OF 14) Guardrail t } ENGINEERED OR PRE-ENGINEERED FIXED FIRE EXTINGUISHING 15) UST Vent - vent not at any island with overhead lighting SYSTEMS IN MASS, MUST HAVE A CERTIFICATE OF COMPETENCY �+ °+ STREET ISSUED BY THE STATE FIRE~ MARSHAL OF THE DEPARTMENT OF 3' BETWEEN OUTSIDE EDGE 16) Red strobe and horn to be mounted on front of the Kiosk. SPTRINGFIELD PUBLIC SAFETY. MGL C. 148S.58 OF POSITIVE LIMITING BARRIER 0 • CANOPY COLUMN AND EDGE OF CONCRETE MAT CANOPY COLUMN ! 17) Two manual pull Stations in the Kiosk, one for the fire alarm Imo_• _.___....,.,__ _.____ _� 11, REQUIRES EVERY FtRE PREVENTION REG. 527 CMR CERTIFICATE 23,05(13) and one for the fire suppression system and fire alarm. REQUIRES EVERY PERSON HOLDING A VALID CERTIFICATE OF C�0 0 4p 80 COMPETENCY, UPON DEMAND, SHOW AND PERMIT THE EXAMINATION 3' ❑ j 3' OF SUCH CERTIFICATE BY THE MARSHAL, HEAD OF THE FIRE N N 6' ❑ DEPARTMENT, OR HIS DESIGNEE. SCALE IN FEET 71. FIRE SUPPRESSION DETAILS TAKEN FROM PYRO-CHEM TECHNICAL MANUAL. INSf ENSER 15l AND 7i5PEN5ER ISLAND BOLI,ARD . NOTES: AT LEAST SEMI-ANNNUALLY ALL DISCHARGE NOZZLES, PIPING, DRY- KIOSK 3-WAY TEE CHEMICAL CONTAINERS, HEAT COLLECTORS ETC. SHALL BE INSPECTED BY APPROVED AND CERTIFIED COMPANIES (TYPES B&D) AND INDIVIDUAL (TYPES F&4) AND REPORTS OF SUCH INSPECTIONS SUBMITTED TO HEAD t 4 x 47 pip PIPE MAX OF THE FIRE DEPARTMENT IN ACCORDANCE WITH NFPA STANDARD r + s/4" x ,6 E 3 i+ Li /4" x 47" p 3/4" x 90' ELBOW NO OR LATEST REVISION_ w 6, 7pF NO FIXED FIRE EXTINGUISHING SYSTEM SHALL BE INSTALLED 3• UNTIL AND ONLY AFTER THE DATE OF APPROVAL OF THE EDCf s/a" x 16` PIPE MAX SELF-SERVICE MOTOR FUEL FACILITY. N. SET FIRED / 3/4 x 16' PIPE MAX THE INSTALLATION SHALL BE TAKEN FROM AND IN ACCORDANCE WITH P / 3/4" x 90" ELBOW APPROVED/STAMPED PLANS FROM THE STATE FIRE MARSHAL MARKED 'SUPPRESSION SYSTEM INSTALLER COPY'. VIOLATION OF THIS STATEMENT PLAN WILL NULLIFY AND VOID THE APPROVAL OF THIS SELF-SERVICE 0 3/4 x /2" x 90' APPLICATION, 1' 4' REDUCING NIPPLE -3/4" CLOSE NIPPLE A STATE FIRE MARSHAL APPROVED SIGN SHALL BE INSTALLED ABOVE 4 MAIN ISLAND EACH PRODUCT DISPENSER ON THE SELF SERVE ISLAND(S) REF. 527 PULL PIN CMR 5.08 (5)(C) THEN 3•$• �.1„ 3-WAY TEE EXISTING SELF-SERVICE FACILITIES SHALL BE SUBJECTED TO RESUBMITTAL CANOPY AND DISPENSER TURN HANDLE TO RELEASE FIRE 1a 3 AND REVIEW SHOULD ANY OF THE FOLLOWING ITEMS OCCUR: ISLAND LAYOUT (TYP} EXTINGUISHING. SYSTEM i4 x 3S" pro A. ALTERATIONS TO THE PRE--ENGINEERED FIXED EXTINGUISHING SYSTEM !r OTHER THAN NORMAL MAINTENANCE PROCEDURES 0 = NOZZLE LOCATION 3/4, s/a" x 90' ELBOW 8. ALTERATIONS TO THE SELF SERVICE DISPENSING ISLAND ARRANGEMENT SCALE: 1/4' 1'-0" + = AIMING POINT 3/4" x 22"" P;PE MAX x J5•. /r MAXIMUM NOZZLE HEIGHT = 15' p1AF RESULTING IN A CHANGE OF HAZARD AREA PROTECTION C. ALTERATIONS OR ENVIRONMENTAL CHANGES RESULT IN THE INABILITY OF A CONSOLE OPERATOR TO CONSTANTLY OBSERVE THE DISPENSING .+.+..,., "IQ � yr OPERATION. THIS ITEM SHALL BE DETERMINED BY THE LOCAL HEAD "WARNING"AHD � 3/a" x 22" P9PE MAX 3/4' x 22'" PIPE MAX OF THE FIRE DEPARTMENT. SELF SERVICE aSL � Q�� I�� IT IS DANGEROUS �. END PROTECTION COVERAGE DETAIL THE USE of AUTOMATIC CREDIT CARD READING DEVICES As A MEANS OF `1VQ PAYMENT AT THE PUMP SHALL BE ALLOWED PROVIDED THAT, IT IS UNiAWFUL AND DANGERODS T9 DISPENSE AND ILLEGAL A. EACH SALE SHALL BE INDIVIDUALLY AUTHORIZED BY THE SELF-SERVICE IT IS IJ s INTO UNAPPROVED NDDA1GE Ct1NrTO DISPENSE NOT TO SCALE - TAKEN FROM PYRO-•"CHEM MANUAL 3/4" x 90' ELBOW ATTENDANT T� CARRY �iT�j^T B. THE AUTOMATIC CREDIT CARD READING DEVICE SHALL NOT BE USED O FUEL AS PHYSICAL AUTHORIZATION FOR THE DISPENSING OF MOTOR FUEL. NO SMOKING—STOP MOTOR 3/4' X 1/2 X 9a' DURING FUELING OPERATION INSIDE THE REDUCING� 15L6NQ NIPPLE 3/4" CLOSE NIPPLE PASSEPASSENGER N ER OF I Designed ke Drawn by Checkedy Co CAD checked by Approved by NOTES: YOUR CAR,SUVIOR NOZZLE CLUSTER ScaleAs Noted Rate 9118102 DIMENSIONS IS' BY 25" MINI-VAN 4' Project Title WHITE BACKGROUND WITH REA MASKING LETTERING SIZE AND ARRANGEMENT SAALl ELECTRIC CONTROL HEAD AND PAC-10 3' NOT TO SCALE TAKEN FROM PYRO-CHEM MANUAL BE IN BLOCK LETTERS MIN, HEIGHT 2". a:rc.ncrcas+ 3O 3 •— Stop & Shop Store #�� AS SHOWN ABOVE. _ PNEUMATIC ACTUATING CYLINDER LOCATED IN KIOSK 4` f, CHIEF OF DEPARTMENT HIS DESIGNEE, HAVE Fueling Facility j,�Q SMOKI!NC EI.�EL TRANSPORT N REVIEWED THE ATTACHED INFORMATION AND HAVE ACKNOWLEDGMENT OF CITY/TOWN TURN—OFF SINE SIGN WARNING SIGN NOT TO SCALE -• TAKEN FROM PYRO-CHEM MANUAL 3` 3• DATE _ 1282 Springfield Street NO SMOKING — TURN OFF ENGINE SIGN 1 FOR STATE FIRE MARSHAL USE ONLY Agawam, Massachusetts 8c Issued for FUEL TRANSPORT WARNING SIGN _(3� A �I�� PROFILE— N.T.S. CYCLINDER CANOPY COLUMN Local Permitting NOT TO SCALE 1" PIPE 4 3/4" O.C. (TYP-) '�114 0 L�1N� Drawing Title MINIMUM OF 20 PIPE Id 11111 (DISPENSER ISLAND Fire Suppression Flan 3/4" WIDE DIAMETERS REQUIRED 1`" PIPE 1 ELBOW GROOVES (MIN) 4`0� AND NOZZLESCLUST R 3 3• 12 �,1N 7' ON„ MAX. 3„ 00 70"0. 3• 3. OUT Rk r0 0l14- 4 Orowing Number NOTES: �NOZZLE LOCAT;0�5 h`S�1 DF , "V" GROOVES SHALL BE TROWELED END SECTION— N.T.S. - OR SAWCUT IN CONCRETE. NOTE: wII..iJAM b . T4 TO BE ADJUSTED IN THE FIELD BY THE INSTALLATION CONTRACTOR TAB v ICAL Sheet of POSITIVE LIMITING BARRIER SAW CUTS GROUND SWEEPS PIPING LIMITATIONS NOZZLE PATTERN IN CANOPY #1051-L BUD FOREST CONTRA GRIiNEL 0'381 0 42F 12 12 o� ors ��' ik `�S'Sl(JfIIIL �` AND PATTERNS PROTECTION DETAIL project Number NOT TO SCALE NOT TO SCALE NOT TO SCALE — TAKEN FROM PYRO—CHEM MANUAL NOT TO SCALE -- TAKEN FROM PYRO—CHEM MANUAL 06996 \0699ftadl1dlplanset16996-T4.dwg Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 Ito . ca PLANNING BOARD September 25, 2003 _ ra r`\ William Taber Vanasse Hangen Brustlin, Inc. 101 Walnut Street P.O. Box 9151 Watertown, MA 02471-9151 Dear Mr. Taber: At its duly called meeting held on September 18, 2003, the Agawam Planning Board voted to approve the lighting, as installed, at the Stop and Shop Gas facility on Springfield Street. If you have any questions,please contact this office at 786-0400, extension 283. Sincerely, n� Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD DBH/DSD:pre cc: Building Inspector Town CIerk File 1 Vq A� O o 1� 4 AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: September 10, 2002 DATE RECEIVED: September 4, 2002 DISTRIBUTION DATE: September 4, 2002 PLANNING BOARD MEETING DATE: September 19, 2002 APPLICANT INFORMATION 1. Name of Business: Stop & Shop Gas Address: 1282 Springfield Street, Agawam, MA 01001 2. Owner: Stop & Shop c/o Atty. Robert Santanello Address: 83 State Street, Springfield, MA Telephone: 781-2130 Fax: 3. Engineer: VHB c/o Kendall Cardwell Address: 101 Walnut Street., P.O. Box 9151, Watertown, MA 02417 Telephone: 617-924-1770 Fax: 617-924-2286 PLAN REVIEW Scale: V=20' Date: August 22, 2002 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed addition of 3 pump island self-serve fueling facility with a 44 sq. ft. Kiosk. Site Plan Review Page 2 Description of Site: Site is presently fully developed with a food retail use. Area to be used for the fueling facility is presently used for parking. Provision for Traffic Flow: Existing curbcuts to Springfield Street to remain unchanged. Parking: The proposed fueling facility results in the loss of thirty (30) parking spaces. The total number of spaces remaining is three-hundred and twenty-four (324). Drainage: Must be approved by the DPW. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: Signs have not be submitted. Exterior Lighting: O.K. Rendering or Elevations: Rendering and/or elevations of the kiosk and the canopy must be submitted including colors and textures. Dumpster Location: N.A. Other Comments or Concerns: 4 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 a MP `1 Tel. 413-786-0400 Fax 413-786-9927 September 10, 2003 Dominic Urbinati Building Inspector 36 Main Street Agawam, MA 01001 RE: Canopy Lights - Stop & Shop - Springfield Street Dear Mr. Urbinati: The lights that have been installed under the canopy at the Stop and Shop gas sation on Springfield Street were not approved by the Agawam Planning Board. Late last October, Kendall Cardwell of VHB had agreed to submit cut sheets of light fixtures with flush lenses for the Planning Board's review. This was not done and the lights that were installed are most likely the ones that were rejected originally. I have asked that the Planning Board members take a Iook at the lights in place at the Springfield Street location, which were on last night and will be on again tonight or the lights at their Chicopee location and let the Planning Board office know if they have problems with the type of lights/lenses that were installed. I have had recent conversations with Bill Taber of VHB, who has agreed to replace the lenses with flush ones if they are a problem to the Planning Board. We will confirm this to him in a letter and copy you. Therefore it would be appropriate.to allow them to finish their construction and open the station with the existing lights/lenses in place. Sincerely, ,may Dennis B. Hopkins,Chairman AGAWAM PLANNING BOARD cc: Planning Board members File Town. of Agawam 'a 36 Mai-n S tr°+set Agawam,Massachusetts 01061-1837 ' Tel. 41.3-786-0400 Fax 413-786-9927 PLANNING BOARD October S, 2002 Kendall M. Cardwell, PE Vanasse Hangen Brustlin,Inc. 101 Walnut Street P.U. Box 9151 Watertown, MA 02471-9151 Dear Mr. Cardwell: The Planning Board is in receipt of the cut sheet for the proposed lighting to be used in the canopy at the Stop & Shop Gas facility on Springfield Street. Please be advised that this type of lighting in not acceptable. All canopy lighting is to be recessed. If you have any questions,please contact this office at (413) 786-0400, extension 283. Sincerely, Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD DBH{DSD:pre - Vanacce fTangen &t1in, Inc_ TRANSMITTAL 101 walnut street VHB Tramponativn n n�71n nLnt7L La Deve4ment P.Q.Box 9151 Date: 10/2/02 06996 Enviaawntatservim Watertown,MA 02471-9151 Project No.: 617 9241770 fax 617 924 2286 Re: Stop &Shop Fuel To: Mr.Dennis B.Hopkins,Chairman Agawam,MA Town of Agawam Planning Board �� " 36 Maim Street Agawam,MA 01001 We are sending you: ® Enclosed ❑ Under Separate cover via Regular Mail the following items: ❑ Shop drawings ❑ Prints ® Plans ❑ Diskettes ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Other Cases Date No. Description 2 8/20/02 CIVIC-DPL lighting cut These are transmitted as checked below: ® For approval ❑ Approved as submitted ❑ Resubmit Copies for approval ® For your use ❑ Approved as noted ❑ Submit Copies for distribution ❑ As requested ❑ Return for corrections ❑ Return Corrected prints ❑ For review and comment ❑ For bids due ❑ Returned prints on loan to VHB REMARKS: Mr. Hopkins, Enclosed are two(2)copies of the cut sheet for the lighting that will be used in the canopy for the fuel facility. This information is being provided as per conditions of the propose fuel facility Site Plan approval which was granted at the September 19,2002 Planning Board meeting.If you have additional question please call me at(b 17)924- 1770 extension H 16. Copy to: By: Kendall M.Cardwell,PE SEP-30-2002 MON 10:04 Ali &H COMPLIANCE INC. FAX N 3 453 2938 P. 02 CIVIC- DPL APPLICATIONS S proAped_-�pra.silicat ' Service station and convenience store Prismatic 6,1ass canofsies. -bar ;', ram. d Lens CONSTRUCTION FEATURES Lurninalre Housing Fully welded die Irwt, formed aluminum housing, Ballast is ser- viceablo from above or below canopy. Lens Assembly--Propped borosilicate 1� Removable Top prismatic; hwns hold secure to aluminum Iens frump. Tho framo Is fully gasketed, T1� °,� • -r"!' The prismatic glass lens adds attractive "I "sparkle"and relfocted right to underside {x~ of the canopy. Flat prismatic lens Rerlector-- Anodized aluminur reflect- Tor provides symmetrical light pattern. -,._-•, Lowered lamp position delivers more J ._=.w •�;.:�=tii�;a. CRY 4•'light to I sides to emphasize ' C t t�f' cti, cnsers, columns, and signage. LamphoWer— Cnelosed mogul porce- lain so(* t with spring loaned, nickel pintcd c©ntor contact and reinforced lamp grip screw shell. High Pressure Sodium sockets are guise rated- Super ... McLaJ I k Alidc eciopped with position ori- ented sor,',lcets. Integral Ballast --- Starting ratod to -?o°F Ballasts for Metal Halide lamps are constant wattage auiotranyformor (CWA) type. Ballasts for High Pressure Sodium are constant wattage autotrans- form r using ari electronic starter. All ballasts are High Power Factor. Finish — Durable baked on white poly- __ ~- '*_,- ester paint finish is standard. For other finishes, consult f3Ctory, 13.75 .- r J rr •�L,i� mrrirri.i rniw Canopy Deck till �_... 20.8 �� . a> r-,sU-i�UU2 WN l U:U4 AN ES&H COMPLIANCE INC. FAX NO. 203 453 2938 P. 03 • CIVIC-DPL —,I)R44ERING INFORIWAVON VL&CSA Listed LAMP _ — 'ORDERING NCT �INATr11 L. NUMBER DESCRIPTION —T fll13sj METAL HALIDE � _ 250W CG250-M CK ymmetriC,'11 rotiodor with dro(apod boroslticale prizimab glws Ions - d�7{71N CC•400__M•DPL S r�i nrretrical repocror wi" th draped boraailicatesarismauc Q1�15s Mns 34 40OW _ _ _ CC-400-SMH-DPL F S eftal reflector with draptxd 4oTasilicdte prmmaiie lass ions 35- FtiGid f�f� 99u-n SS00m, M _~ 25OW �,— W CC-250-HPS-DPL Symmetrical retlector with dropped barosilicateprismaiic Glass lens ;i2 _ 00W" CC•4D0-WPS-DPLL mmovical reflector with dro od b0r0s1liCRt0 Dmatic ^s leu; -�_ 39 T rIOTL �praty h i+s, nAwreo—12A, 2�s1 2r 7 a47,4bb a IWA kq% 45taNnal color IF wrw.( rF-M.Fos nth..kri Jj- .eww A 1 L*y, . 0PTITONS [DF.SCRW110N _ +- ORDER SUFFIX __Flat ICI ismatiG L,I ass Lens FYL Oirectionnl Flulir?otor(FGL only ISCFOOTCrANDLE CURVES (Horizontal) Luminalre SerieS_CC-400-SMH-DPL Luminaire Series: CC-400-HP5-DPL Lamp: 40OW SUPER METAL_ HALIDE'(CLEAR) Lamp:40OW HIGH PRESSURE SODIUM Rated; LUMENS 40,000 Rated. LUMENS 50,000 INMAG FIORIZ. FOOTCANDLC$ 1 r MOUNTING HEIGHT C o _ n _ A 3G.1 20,5 20-3 16.0 13. B 27.4 20.4 15-6 12.4 10. 1 C 13.9 10.2 731 41I7 5.00 -- '� — 0 2Yu 2.04 1.5G 1.23 t.G E B3 .61 .17 V .30 1• 0 I 2 9 P 7 4 t 7 9 RATIO DISTANCE MOUNTING HEIGHT' This roporl Iran boorr pRya.'rred n)acclonyance faith ICS geridas on resting procedure5.it is fopresentatiW of tarrxrtWM$IWrcd vack-li,VanaL70medand Sr.lbalie0d Wrult0on.%Vc rinus operlling krolors can cause dillerencoo bohvl+Pn laborarary d;-at.9 and aciv aI I!r'hy perlonnanca- HITS AY 2705 D,&TnPn Avr!n;,t-.C),sr.',nnall.O11iG 45�23(51?I 5n]•�+HG �--------_.^— _ 3/21 7 SEP-30-2002 MON 10;04 AM &H COMPLIANCE INC,16 FAX NO. 3 453 2908 P. 02 CIVIC-DPL APPLICATIONS DDroaped-,Boro;%�iCate Service station and convenience store F r s—atie Glass canopi€:s_ i�� CONSTRUCTION FEATURES Luminaire Housing----Fully welded die formed aluminum housing, Sallast is ser- viceable,from above or below canopy. Lens Assembly---Dropped borosilicate Removable Top prismatic; lops gold secure to aluminum lens frame. `olio framo is fully gaskated. The prismatic glass Ions adds attractive "sparkle"and reflected ligt'd to underside ~` of the canopy. Flat prismatic lens Reflector Anodized aluminum refleC for provides symmetrical light pattern, _ Lowered lamp position doiivers more a = light to the sides to emphasize _ .= k. dispen_aers, columns.and signagC. Lampholder --- Enclosed rnogul parco- lain socket with Spring loaded, nickel plated centcir contact and reinforced lamp grip screw shell. High Prossure Sodium soc jNls are pulse rated. Super Metal I Jalide equipped with position ori- ented sorlcets. Integral Ballast -- Starting rated to --20°F Ballasts for Metal Halide (amps are constant wa#tage autotr. >formor (CWA) typo. Ballasts for High Pressrare Sodium are conctant wattage autotrans- form r using an olectroric starter. All soy ballasts are High Power Factor. --- -ts.o— ---s - --�►� Finish — Durnble baked on white poly- - ester paint finish is standard. For other finishes,consult factory. 13.75 �,`.l�i �IIII�?i jrtn, rnimnn Canopy T Deck 11-06 20.8 ITEWAY L�5 • �r-.�u- uu� MUN 1U;U4 AM ES&H COMPLIANCE INC. FAX NO. 203 453 2938 P. 03 CIVIC-DPL '-1R0ERINC INFORMATION U-L.&CSA Listed LAMP ORDERING .. - � � NET INATTAIj(�E .� _ NUMBER DP-SCRIPTION _ W"f/LBSJ MI'rAL HAUDE_2 _ 0 G-25 _.� --1-� T CD-M_DP__ _-_Symmetrical reflector with dro�d boors mntie� s lens 31 -- •snow - CC-400-MN DPL S rnnmetri-ral rellwor Ah drn , boroslicatetnaric gl;tss Ions 3� 4flOW _ _ r CC-400-SMK-DPL $ymmetrir�t reflector with dT borosilicale rw smaGc ICt asa lens - 35 IiIGii FRESStJRV SODIUM_ 25OW - �T _ CC-250-Hf S-DPL 8ymmatrlcal refteelor with droproed barosilicate pri5n1wic plain Ions _ .12 - d1)OW CC-400-1-IPS-DPLr ---Sxm,netricct reflector with dropped boroEdiowe prismatic n1ass fen. MOM- SPMnWVKWZ wM tp--120.Xn.240.2T1.347.4War.UUtv4, tiSwnJalU cplo�iL 5A?�1n(1N►f[l.a=ur oihw 1a�:.�B3.mrar+�h 4irlwy. LDlSCFiiPTION_ f ORDER SUFFIX _Flat 1'tisrn�tt;c Gloms LenO _ FOL Diroctionnl Fiullector jPGL orll� Dn ISO OOTCANDLE CURVES (Horizontal) Luminaire Series:CO-400-SMH-DPI_ Llminaire SerieS: CG-400-HPS-nPL tamp: 40OW SUPER METAL HALIDE (CLEAR) Damp:40OW HIGH PRESSURE SODIUM Rated: LUMENS 40,000 Rated: LUMENS 50,000 •�^b J x - IN1rIALHORIZ. . � � fOflTCA1St)LL:S t _ 1 MOUNTING HEIGHT tZ 14' M W 20' o _ 0 A 10.1 20.5 2A.3 16.0 13_ 8 27,4?a.A 1 S.G 12,4 t0_ C 13.9 10.2 711 0 17 6.00 _— � O 23II 2-04 1.5G 2 r E 53 '61 _47 7 i 0 2 7 7 ? [ d t Y Sf i RATIO : DlS7ANCE MOUNTING HEIGHT TW resort has bom propared 41 accordance with t[S gukles on testing procedures.1t iv represcvta6vo of lun*Nres toOlcd undw s1and,7rc1i;,e t and St.wiaV Cos Htifr6 M Vamws operuing kniors can ca=cg1k-f racer,bolweian laborarory dnra and acfuW 116d penbarwinco. r i i ITEAY 1736 C1,Jmin Av-%n jk•,Cuiclnoaa,OMiU 46M(513)511-7.1HC 9/97 Town of Agawam 36 Main Street Agawam, Massachusetts 0100-.-1837 Tel. 41.3-786-0400 Fax 413-786-9927 FAX COVER SHEET o� 76 Fax Number (413) 786-992 Date: Ori inatin Dept. Aam\lam - g g P TO: FROM: Number ofPages .Including Cover Sheet: (n COMMENTS: Fax transmissions are solely for municipalpurposes. Any personal or polideal use prohibited by law. 4" Town .ofAgawam J. Y, 36Main Stl°eet Agawam, Massachusetts 01001-1837 Tel.41.3-786-0400 Fax 413-786-9927 September 23, 2002 c3 N Attorney Robert Santanello - 83 State Street - Springfield, MA Re: Stop & Shop Gas, 1282 Springfield Street,Feeding 11ills,MA Dear Attorney Santanello:At its duly called meeting held on September 19, 2002, the Agawam Planning Board voted to approve the Site Plan entitled: "Stop & Shop Fuel Facility, 1282 Springfield Street, Store#782, Agawam, Massachusetts" prepared by Vanasse Hangen Brustlin, Inc. and dated July 19, 2002, revised August 22, 2002 with the following conditions: 1. The applicant is encouraged to combine the fuel sign with the grocery store sign at the main entrance to the site. An elevation of the proposed sign is to be submitted to the Planning Board for its review. 2. The applicant is to meet with the Fire Department to determine the most appropriate times for fuel deliveries. When the schedule has been determined, the Planning Board should be informed. 3. Cut sheets should be submitted for exterior lighting. 4. All comments raised by the Engineering Department and the Fire Department must be addressed. The above listed materials must be submitted to the Planning Board for its review. If you have any questions,please contact the Planning Office at 786-0400,extension 293. Sincerely, Ds-L Dennis B. Hopkins, Chairman Agawam Planning Board cc: Clerk,Engineering, Building,VHB,File TOWN OF AGAWAM a INTEROFFICE MEMORANDUM To: Planning Board CC: File From: Engineering Date: September 18, 2002 Subject: SP-411 -Site Plan/Stop and Shop Gas Per your request dated, September 4, 2002, we have reviewed the site plan entitled."Stop and Shop Fuel Facility in Agawam, MA; For: The Stop and Shop Supermarket Company; 1282 Springfield. Street, Agawam,MA; Prepared by: Vanasse Hangen Brustlin, Inc., 101 Walnut Street, P.O.Box 9151, Watertown, Massachusetts 02471; Scale: 1"=40'; Aug. 2002", and we have the following comments: 1.) The following notes should be added to the site plan: "Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town ofAgawam's Engineering Division, 786-0400 x 27518. No piping/appurtenances will be installed or backf lied without the permission of the division". "All plantings must he maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel", 2.) The proposed drainage structure (DMH#1) is located within the sewer easement. It is necessary to relocate all proposed drainage structures outside of the sewer easement. 3.) A permit is required for the storm drainage site work on this site, please refer to the copy of the Town of Agawam's Code (Section 175-22): Permit Required. "No unauthorized person shall uncover, make any connections with or openings into, use, alter or disturb any public sewer, storm drain, detention pond, watercourse or appurtenance thereof, or increase the percentage of impervious coverage of his land without first obtaining a written permit from the Superintendent." If you have any questions,please do not hesitate to contact us. A�Ja7mes ely, } Sincerely T. Daley, P.E. P $ q �` Adam S. Chase, E.I.T. r Town Engineer Civil Engineer I s:1sp1411101.wpdn t MEMO TO: BUILDING DEPARTMENT ENGINEERING DEPARTMENT POLICE DEPARTMENT/SAFETY OFFICER FROM: AGAWAM PLANNING BOARD SUBJECT: SITE PLAN/STOP AND SHOP GAS DATE: SEPTEMBER 4, 2002 The Agawam Planning Board is in receipt of the attached Site Plan for Stop & Shop Gas, 1282 Springfield Street. This item will be placed on the Planning Board agenda for September 19,2002. Please review and submit your comments prior to this date. Thank you. Michael R. Mercadante Fine Inspector Agawam Fire D pa tment Da to: Ae- t+ wt ' K1 0 s Q � 1 / 1 r 1 � M■j \1 w I, u t slow irir�_�R �1tr`r f � Yr iT r • _ OFva ILU Cie � +►ax 43age - tY � :3 . E tertown, Massachusettsj&2471 7 924 1770 * FAX 617 T94 2286 weer: ie Stop & Shop Supermarket Company 85 Hancock Street uncy, Massachusetts 02169 LZ _ a v� N N 00 4-j Z O NP Lai •� , %_Ce 00 5 V--4 MEMO TO: BUILDING DEPARTMENT ENGINEERING DEPARTMENT POLICE DEPARTMENT/SAFETY OFFICER FIRE DEPARTNIEN' FROM: AGAWAM PLANNING BOARD SUBJECT: SITE PLAN/STOP AND SHOP GAS DATE: SEPTEMBER 4, 2002 The Agawam Planning Board is in receipt of the attached Site Plan for Stop & Shop Gas, 1282 Springfield Street. This item will be placed on the Planning Board agenda for September 19,2002. Please review and submit your comments prior to this date. Thank you. Tlichael R. Hercadante Fire Inspector Agawam Fire D ps tment Date: Ct �L CA out oF •J'GCvSf �vQ, ��o s (� Q� TOWN OF AGAWAM INTEROFFICE MEMORANDUM To: Planning Board CC: File From: Engineering Date: September 18, 2002 Subject: SP-411 -Site Plan/Stop and Shop Gas Per your request dated, September 18, 2002, we have received the additional information regarding the site plan for Stop &Shop Gas. Due to the date the information was received we are unable to review for September 19 and we have no comments at this time. If you have any questions,please do not hesitate to contact us. S' cerely, Sincerely, &�� J James T. Daley, P.E. Adam S. Chase, E.I.T. Town Engineer Civil Engineer I sAsp1411102_wpd MEMO TO: Engineering Department FROM: Planning Board DATE: September 16,2002 SUBJECT: Site Plan- Stop & Shop Gas - Springfield Street Attached is additional information regarding the Site Plan for Stop & Shop Gas that was delivered to this office today. This item is on the Planning Board's September 19`h agenda. DSD:pre Transportation Land Development Environmental Services c , y 101 Walnut Street VAnasse Hang en Brustlin, Inc- � � '` � Post Office Box 9151 � S � Watertown Massachusetts 02471 617 9241770 Memorandum To: Ms.Linda Costanzo Date: July 2,2002 Stop&Shop Supermarket Company Quincy Center Plaza 1385 Hancock Street Quincy,MA 02169 Project No.: 06996.00 From: Patrick Dunford,PE Re: Stop&Shop Fueling Facility Senior Traffic Engineer Store#782 Agawam,Massachusetts Alan Behuak,ETT Traffic and Parking Analysis Traffic Engineer T Vanasse Hangen Brustlin,Inc. (VHB)has evaluated the traffic generation characteristics and parking impacts associated with a proposed fueling facility to be located within the Super Stop&Shop site at 1282 Springfield Street in Agawam,Massachusetts. The evaluation indicates that the proposed fueling facility will have a negligible impact on traffic operations within the site and on the surrounding roadway system. The following memorandum summarizes our findings. DEVELOPMENT PROPOSAL The fueling facility program is a recent venture for Stop&Shop that has been developed in the time since this site was constructed. The first Stop&Shop fueling facility opened in September 1997. There are now over thirty existing Stop&Shop fueling facilities throughout New England with several more being developed. Under this program,Stop&Shop has been introducing freestanding fueling facilities within remote locations of their supermarket parking lots. The fueling facilities offer self-service gasoline sales only,with customers paying either at the sales kiosk,the pump,or within the supermarket after shopping. A limited number of products are sold at the existing fueling facilities, including soft drinks,candy bars,chewing gum,cigarettes,windshield washer fluid,and motor oil:. No repairs or installation of automobile parts are provided at the fueling facilities. While the facilities are all self-service,an attendant is available for disabled customers as-required by the Americans with Disabilities Act. The Stop&Shop Supermarket at the site is 67,100±square feet in size with an additional 12,800 t square feet of non-sales mezzanine area. This store opened for business in January 1994. The parking lot presently contains 353 parking spaces with an additional eight cart corrals. This proposal discusses a three-pump fueling facility(capable of serving six customer-vehicles at once)to be constructed in the southwest area of the parking lot. To accommodate the new facility there will be a net reduction of 30 parking spaces. The spaces to be eliminated are located in the southwest area of the lot. A raised island,guard rail,and corrugated rubble strips will be constructed surrounding the fueling facility area to provide delineation between the fueling area and the main supermarket parking lot. Access to the site will remain unchanged following construction of the fueling facility. \\�.1�waid\ld\Q699E\dpet\memos\agawam_fue5�Aoc Date: July 2,2002 2 Project No.: 06996,00 ON-SITE CIRCULATION The proposed fueling facility will be located at the southwesterly corner of the site adjacent to the westerly site drive's intersection with Springfield Street. A conceptual plan of the fueling facility is provided attached in Figure 1. The new fueling facility area will be separated from the remainder of the parking lot by a raised island and a guardrail. Two corrugated rubble strips will also be located along the northerly border of the proposed fuel facility to maintain safe and efficient parking flow between the existing parking lot and the proposed facility. The northerly access point will be aligned with the parking circulation aisle to the north,so customers entering this area will do so no differently than they would the adjacent parking area. By locating the facility away from the edge of the site, visibility to the store from the street will be more limited,with business being oriented more to those customers already on the site. The proposed facility was located so as to minimize any impacts to site access,parking,and on-site traffic circulation. Customer-vehicle Circulation The fueling facility is proposed to be located at the comer of the main parking lot to minimize impacts to pedestrian and vehicle activity that normally occurs near the supermarket entrances. As shown in Figure 1,the proposed fueling facility will not interfere with the regular operation of the supermarket parking lot. With a total of six fueling positions provided,it is not expected that there will be any backup of queued vehicles waiting in line at the gas station. Regardless,there is enough space to allow for single vehicles to queue behind cars fueling at the pump. Customers typically require less than five minutes to pump and pay for fuel,and as a result,long-term waits or queuing are not anticipated. The raised island, guard rail,and corrugated rubble strips proposed along the edges of the fueling area will discourage and prevent any customers from circulating around the pumps and crossing into the surrounding circulation aisles. Similar layouts have been used at many of the other existing fueling facility sites with no significant difficulties or accident experiences. Customers will be able to access the fueling area only from inside the Stop&Shop parking lot. Access points will be provided at the northerly and southerly sides of the fueling facility,and there will only be single lanes of traffic entering and exiting the fueling area. Customers entering the fueling area from the north will function no differently than any other vehicle traveling down the parking aisle. Fuel Truck Deliveries An average of three to four weekly fuel deliveries are typically made at the existing Stop&Shop fueling facilities. All deliveries will be made by the same fuel delivery outfit and will operate under the direction of Stop&Shop with predetermined delivery routes. Most deliveries take less than thirty minutes and are made during off-peak times(usually after the facility is closed)so as not to inconvenience customers. The proposed truck delivery path through the site is shown in Figure 2. The delivery trucks are all WB-50 vehicles(approximately 50-foot wheelbase trucks)with a single tanker. These trucks are smaller than the regular Stop&Shop grocery trucks that already visit this site on a much more frequent basis. Trucks will enter the site using the primary site driveway on Springfield Street. As shown on Figure 2, the truck will travel north up the internal drive aisle and turn left onto the drive aisle to loop around the perimeter of the facility,proceeding toward the proposed fueling facility. The truck will then travel along the outer circulation aisle to access the fueling facility area at the southwest corner of the site. The 30,000 gallon underground fuel tank will be located just north of the fuel pumps on the site. None of the main circulation aisles or site driveways will be blocked while the truck is filling the underground tank When the delivery is complete,the truck will continue to the southwest from the fueling facility area and turn right onto Springfield Street,exiting the site. As shown on the plan,signs \\Mawald\Id\00%\docs\memas\agawam-kM T5.doc WmrraW& uresVwcafd"51301= 7' N LU '� 13 C-Cx r e Rumtft WP 1A STOP Wwd PoO St"Gj&M31 (D7 F- PROPERTY LINE Springfield Street (Route 57) p 25 50 Feet Site Layout Figure I Proposed Fuel Facility Agawam,MA 13Y �pp�gtt.PEn��'"EtIJ►N.�_' � / ....�.... ,•�,�� e.. �•-.� � •w Y...... '�ti"��t':��\`..,:�,x`�,- ..`�,...��t�';�\tE;.. air EXISTING STOP&SHOP SUPERMARKET 1:sr� r ,.4afnni;wu n�14.:u+del'. lA � ,.•........ + a . i + stop ..,..I .. ..... _,.., .,.,.... _..... _., IL 7 ... _._......,._..._.., _._. �. r.....: ......,. r r —._.. J ..�... $31! CAI&"l _'� O card cola c tww Cc 1 j i..,........ FASEMENT SIGNAL MAINTENANCE TRAFFIC -,. I f 14f I I I I Iy yI` I} jEI 4 1 q{j 4 IyI 41 1 IyI 1 PROPERTY UNE Springflsk! SUM (Route 57) Figure 2 Fuel Truck Delivery Path Proposed Fuel Facility Agawam,MA 0 go N Foot Date: July 2,2002 3 Project No.: 06996.00 will be posted directing the fuel deliveries into and out of the site via the predetermined fuel truck route. TRIP GENERATION Trip generation for the fueling,facility was determined using data from both the Institute of Transportation Engineers(ITE)as well as that compiled by VHB at existing Stop &Shop fueling facilities. The procedures used to determine trip generation are discussed in the following sections. To determine the volume of traffic currently generated by the site,VHB conducted manual turning movement counts(TMCs)at the three site driveways in April 2002- The counts were conducted on Wednesday,April 10,2002 and Saturday,April 13,2002 during the peak periods identified in the original traffic study(4:00 to 6:00 PM on weekdays and 11:00 AM to 1:00 PM on Saturdays). The counts were then reviewed to identify the peak-hour volumes within these time periods as summarized below in Table 1. TABLE 1 2002 OBSERVED TRIP GENERATION SPRINGFIELD STREET STOP& SHOP(AGAWAM,MA) Tune Period Observed Volumes' Weekday Everting Peak hour Enter 230 Exit 245 Total 475 Saturday Midday Peak Hour Enter 310 Exit 230 Total 540 a Tuming Movement Cwts mnducted byVHB on Wednesday,April 10,2002 and Saturday,April 13,2002. Stop&Shop Fueling Facility Trip-generation rates for standard gasoline/service stations are published by ITE in Trip Generation'. The proposed fueling facility will be located within the supermarket parking lot,and will not have the same direct access to the adjacent street system that is found at regular gas stations. Because of this and other reasons,the facility does not fit the description of the typical gas stations in the ITE database. As the Stop&Shop fueling facility program has developed,VHB has been collecting data at several of the existing sites. A summary of observed trip generation at eight existing Stop&Shop fueling facilities is provided in the appendix. A comparison of this information to the ITE data reveals that the calculated peak hour trip generation from these two sources is similar. ITE documents that gas station trip generation is directly related to the volume of traffic passing by the site on the adjacent roadway_ This same relationship applies to the Stop&Shop fueling facilities,with customers also being drawn from supermarket patrons already on the site. As the VHB-compiled data is based on similar Stop&Shop fuel facilities,the study was based on these data instead of the ITE database,which is based on typical,standard gas stations. Regardless,for comparison purposes,VHB also calculated trip generation using the ITE methodology. 'Trip 6th Edition,Institute of Transportation Engineers,Washington,D.C.(1997) ��w,td�rd�or��mem�ta��t_rrse« Date: July 2,2002 4 Project No.: 06996.00 During the weekday evening peak hour, the TTE data indicate that gas station trip generation is equal to approximately five percent of the adjacent street traffic volume. This is consistent with VHB's observations of existing Stop&Shop fueling facility sites during the weekday evening peak hour,as well as during the Saturday midday peak hour. For this site,the "adjacent street"from which the facility will be attracting customers will be Springfield.Street due to the facilities'location. It is also assumed that the facility will draw a significant portion of its business from Stop &Shop customers already at the site. Therefore.,the on-site customers were also considered as adjacent-street traffic for the purpose of calculating trip generation. To calculate trip generation using this procedure,VHB used manual turning movement counts conducted in 2001 at the site driveways. Other factors such as competition and site visibility also affect business,but are already incorporated into the TTE database, which is comprised of studies of several existing gas stations. The resulting trip generation developed using this methodology is compared to the observed volumes at eight existing Stop&Shop fueling facility sites in Table 2 TABLE 2 STOP&SHOP FUELING FACILITY PEAK HOUR TRIP GENERATION COMPARISON Time Period Based on VK8 Data Based on ITE Data` Weekday Evening Peak Hour Enter 70 30 Exit 70 39 Total 140 60 Saturday Midday Peak Hoar Enter 70 30 Exit 70 30 Total 140 60 a Trip g"mbw calcuiat'ed as average volume observed at eight etsmg Slop 3 Shop fuefrrg tac ty sites 13 Source: Trip Generak n.61h Ed+w; Irtstbute of Transportation Engkmrs(n E);iMastrbgGon,Q.G. (1997); Land use code 84(GasarnelS mm station) Note: Volumes rounded lo nearest five vehicles As shown in Table 2,basing trip generation on the TTE data yields less traffic than basing the trip generation on the observed rates. To provide for a conservative analysis,this study was conducted using the higher trip generation estimates from these two sources. The TTE studies,as well as the observations by VHB,are of trip generation during peak conditions. The peak hours at a gas station typically coincide with those of the adjacent streets. This is primarily due to most people purchasing gas on the way to or from work_ Throughout the remainder of the day, business at any gas station is considerably lower. VHB reviewed daily transaction data from three existing Stop&Shop fueling facilities to determine the hourly fluctuation in business over the course of a typical day. As shown in Table 3,the average hourly trip generation throughout the day is only 90 vehicle-trips—36 percent lower than during peak-hour conditions. \\1NxvnddUd\06446\ciax\memaeiagmam�u T35.dx Date_ July 2,2002 5 Project No.: 06996.00 TABLE 3 STOP& SHOP FUELING FACILITY TRIP GENERATION—AVERAGE HOUR.CONDITIONS Time Period Peak-Flour Conditions` Average Hour Conditions Weekday Evening Peak Hour — - Enter 70 45 Exit 70 45 Total 140 90 Saturday Midday Peak Hour Eater 70 45 Exit 70 45 Total 140 90 a Source: %)le t b Source: Hourly transaction data(Friday)provided by Stop&Shop for three existing fueling facilities Saturday average transactions based on weekday ratio of freak hour to average conditions ITE data indicate that approximately 42 percent of a gas station's peak hour business is in the form of pass-by traffic that is drawn from the existing traffic stream passing by the site. The remainder of the customers is either new trips or diverted-link trips'. The term"diverted-link trips"refers to those customers that are diverted from nearby roadways and to the site before returning to the original roadway and onto another primary destination. For example,some customers may be drawn from Springfield Street to the facility before returning back onto Springfield Street[this diverted volume may actually be reduced at this site due to competing gas stations located on Springfield Street west and east of the site]. The remainder of the facility's peak hour business(which is only 14 percent of the total facility traffic,based on available ITE data)will represent new traffic on the surrounding roadway system. Assuming a worst-case scenario in which all of the fueling facility traffic was drawn from the surrounding streets(which is extremely unlikely),this would still only result in 20 ar fewer new vehicle trips on the surrounding roadway system. This traffic would have a negligible impact as it falls within the range of normal daily fluctuations in traffic on these roads. Furthermore,given the convenience of its on-site location to supermarket customers,a significant amount of business is expected to be drawn from the traffic that is already on the site. As noted earlier,truck generation for the fueling facility typically consists of three to four weekly deliveries during off-peak hours by WB-50 trucks,based on actual experience at existing Stop &Shop fueling facilities. OBSERVED PARKING DEMAND VHB conducted a parking accumulation study at the project site on Wednesday,April 10,2002 and Saturday,April 13,2002- These days were chosen to coincide with the peak shopping conditions at the existing Stop Sr Shop Supermarket. The existing 353-space parking lot was monitored continuously from 3.00 PM through 7:30 PM on Wednesday,and from 12:00 PM through 4:00 PM on Saturday. Vehicle accumulations were monitored every thirty minutes during the observation period. These accumulations are summarized graphically in Figures 3 and 4. 'Source: TT+Y Generation Handbook, institute of Transportation Engineers(ITE);Washington,D.C. (2001).Table 5.12.Land Use Code 844(Gasoline/Service Station). \\Mawatdlld\06996\dots\memos\agawam_huj-:M.Li c Figure 3 Stop & Shop; Route 57, Agawam, Massachusetts Weekday Evening Parking Accumulation* 350 - Total Parking Lot Capacity= 353 Vehicles 300 0 Total ■Impacted Area (30-vehicle capacity) ar 250 m -o 200 Peak Parking Lot Utilization - 124 Vehicles a 150 124 E _ 115 118 119 12D z1 07_._._._._----._._._._._ —...._._-_._._._._._.--... ._._._._._....—._----•-•--1 09 ........_._._.—._._._._-_-----_._._._---_._-_ : 100 94 91 74 50 e - a 0 3:00 PM 3:30 PM 4:00 PM 4:30 PM 5:00 PM 5:30 PM 6:00 PM 6:30 PM 7:00 PM 7:30 PM Based on counts conducted by VHB on April 10,2002. Time Period 1NmawaldVd1p89961ssheets\oarkingaeoum.xis weekday Figure 4 Stop & Shop; Route 57, Agawam, Massachusetts Saturday Midday Parking Accumulation* Total Parking Lot Capacity=353 Vehicles 350 0 Total 300 ■Impacted Area (30-vehicle capacity) 250 ti Peak Parking Lot Utilization - 184 Vehicles m > 182 184 166 181 : a 156 163 156 d o 142 a`, 150 I E 3 E 100 ON 50 Ap 0 12:00 PM 12:30 PM 1:00 PM 1:30 PM 2A0 PM 2:30 PM 3:00 PM 3.30 PM 4:00 PM Based on counts conducted by VHB on April 13,2002. Time Period \Wawaldt d\06996195heetslparkingaccum.xls Saturday Date July 2,2002 6 Project No_: 06996.00 The peak parking demand at this store was observed to be at 35 percent of parking lot capacity during the weekday and 52 percent of parking lot capacity or less during Saturday. The area of the site in which the fueling facility is proposed to be located presently contains 30 parking spaces. The parking demand within this specific area was also observed during the same time periods. During both days, the peak demand within this area did not exceed 17 parked-vehicles;that is,less than 60 percent of the available spaces in this area. Accordingly,while a small number of these parked vehicles will be displaced to the other adjacent portions of the lot,the proposed facility will have a negligible impact on the available supermarket parking supply within the project site. CONCLUSIONSIRECOMMENDATIONS Results of the traffic assessment show that the proposed three-pump fueling facility is a low generator of"new"traffic. Other competing gas stations in the region will prevent the fueling facility from becoming a destination for new vehicle trips on the surrounding roadway system. Development of the fueling facility will result in a loss of 30 on-site parking spaces,leaving a total of 323 parking spaces. This supply provides adequate capacity based on existing peak parking demand of only 184 vehicles. Finally,adequate maneuvering space is provided for WEB-50 fuel truck deliveries to the site with no impact to adjacent parking spaces. The fuel truck deliveries typically do not occur during peak hours of operation and will adhere to the same restrictions placed on regular Stop&Shop truck deliveries to this site. \\Mawald\!d\069%\does\me Nagawazn_hzd_TISdoc TABLE 1 OBSERVED FUELING FACILITY TRIP GENERATION King's Highway, Dartmouth St., New Bedford' New Bedford2 Abington3 Fall River' Mansfield Providence, RIB Richmond, Rl Newport, RP Average Weekday Evening Peak Hour Enter 76 64 47 89 65 68 76 64 69 Exit 76 64 47 89 65 68 76 64 69 Total 152 128 94 178 130 136 152 128 138 Saturday Midday Peak Hour Enter 77 82 62 73 70 77 61 52 69 Exit 77 82 62 73 70 77 61 52 69 Total 154 164 124 146 140 154 122 104 138 Source: Peak hour volumes observed during traffic counts performed by VHB on the following dates. 1 Wednesday,January 12,2000 and Saturday,January 15,2000(11 AM-2PM). 2 Wednesday,December 29, 1999 and Saturday,February 5,2000(11AM-2PM). 3 Wednesday,December 29, 1999 and Saturday,November B, 1999(11 AM-2PM). 4 Wednesday,January 12,2000 and Saturday,January 15,2000(11 AM-215M). 5 Wednesday,December 29, 1999 and Saturday,February 5,2000(11 AM-2PM). 6 Wednesday,January 26,2000 and Saturday,February 5,2000(11 AM-2PM). 7 Friday,February 4,2000 and Saturday,January 22,2000(11:15 AM-3:15 PM). B Monday,February 7,2000 and Saturday,January 22,2000(12 Noon•3 PM). Note: All weekday counts conducted between 4-6 PM. MAWALDW,DMINILD1AlistatATrafilclSS-FuelTrrpGon.xis 7/2/2002 ! ! TOWN OF AGAWAM INTEROFFICE MEMORANDUM To: Planning Board CC: File From: Engineering Date: September 18, 2002 Subject: SP-411 -Site Plan/Stop and Shop Gas Per your request dated, September 4, 2002, we have reviewed the site plan entitled"Stop and Shop Fuel Facility in Agawam, MA; For: The Stop and Shop Supermarket Company, 1282 Springfield Street, Agawam,MA; Prepared by: Vanasse Hangen Brustlin, Inc., 101 Walnut Street, P.O. Box 9151, Watertown, Massachusetts 02471; Scale: 1"=40; Aug. 2002", and we have the following comments: 1.) The following notes should be added to the site plan: "Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 27518. No piping/appurtenances will be installed or backfilled without the permission of the division". "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel". 2.) The proposed drainage structure(DMH #1) is located within the sewer easement. It is necessary to relocate all proposed drainage structures outside of the sewer easement. 3.) A permit is required for the storm drainage site work on this site,please refer to the copy of the Town of Agawam's Code (Section 175-22): Permit Required. "No unauthorized person shall uncover, make any connections with or openings into, use, alter or disturb any public sewer, storm drain, detention pond, watercourse or appurtenance thereof, or increase the percentage of impervious coverage of his land without first obtaining a written permit from the Superintendent." If you have any questions,please do not hesitate to contact us. AJ�ames ly, i.. Sincerely —}� 5 L- Adam S. Chase E.I.T. T. Daley, P.E. SEP , Town Engineer Civil Engineer I sAsp1411101.wpd a s MEMO TO: BUILDING DEPARTMENT ENGINEERING DEPARTMENT POLICE DEPARTMENT/SAFETY OFFICER FIRE DEPARTMENT FROM: AGAWAM PLANNING BOARD SUBJECT: SITE PLAN/STOP AND SHOP GAS DATE: SEPTEMBER 4, 2002 The Agawam Planning Board is in receipt of the attached Site Plan for Stop & Shop Ga§, 1282 Springfield Street. This item will be placed on the Planning Board agenda for September 19,2002. Please review and submit your comments prior to this date. Thank you. FRANju IN D.QUIGLEY,JR. S17T DEVELCYMENT CONSULTANT 10 Old Farm Road Wilbraham,MA 01095 Telephone: (413) 417-4173 Fax. (305)489-7867 r` Email:fquigkAfdgWg•com F. D. QUIGLEY & ASSOCIATES Y AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following farm and return it and 10 copies of the Site Plan to: Agawam Planning board Office of Planning and Community Development 35 Main Street Agawam, MA 01001 1. Name of Business Address2- Telephone Fax 2. Name of Applicant/Owverv ' b A,&JIAI IA(6 Address Telephone , I r Fax Vff 3. Name of EngineerfArchitoct "� CA FzA Address b� IJUA�N[� r wit( Vy '7 1 Telephone b(T ?—+- Fax 4. Please give a brief description of the proposed project; A-nfli i a�v 6 - -putiv,� '-4 0 '6440FOAtA's fcvT �GLC)V- 5;V3ddV 3G -dal'AUS dS l RaviQPA Q1 /00 r ' TOWN of AGAWAM DRAINAGE ANALYSIS: 1 CONSTRUCTION OF A FUELING FACILITY STOP & SHOP SUPERMARKET, STORE# 782 1282 SPRINGFIELD STREET t TOWN of AGAWAM PREPARED FOR: ' TOWN of AGAWAM DEPARTMENT of PUBLIC WORKS PREPARED BY: VANASSE HANGEN BRUSTLIN, INC ' 101 WALNUT STREET WATERTOWN, MA 02471 a APPLICANT: y 77 THE STOP & SHOP SUPERMARKET COMPANY =' - 1395 HANCOCK STREET ? QUINCY, MA 02169 August 20, 2002 r r TABLE OF CONTENTS 1 Project Description page 3 Drainage and Topography page 3 Figure 1 — Overall Site Plan page 4 r Storm-Water p Analysis page 5 Y rFigure 2 — Existing Drainage Areas page 6 ' Figure 3 — Proposed Drainage Areas page 7 Table 1 — 25 Year Storm Drainage Computations page g Conclusion page 9 r r APPENDIX 1. PERMIT PLANS 1 r r r r ' A. PROJECT DESCRIPTION ' The Stop & Shop Supermarket Company (Stop & Shop) is proposing to locate an automobile fueling facility in the parking lot of the Super Stop & Shop located at 1282 Springfield Street in the Town of Agawam. The project site totals 11.85 ' acres containing an 80,000 +/- sq. ft. Super Stop & Shop and parking for 353 vehicles. The proposed fueling facility will be located in an underutilized potion of the parking area southwest of the supermarket and will result in the elimination ' of 30 parking spaces leaving 323 spaces. The proposed fueling facility will consist of three, double-sided, self-service fuel dispensers with a capacity to service six vehicles at one time and a small (44 sq. ft.) attendant kiosk. The facility will be located on top of a 1,900- sq. ft. concrete pad. Fuel will be contained in a two- (2) compartment 30,000-gallon non- corrosive fiberglass underground storage tank (UST) that is covered by an 8" thick reinforced concrete pad. (See Figure 1) ' B. DRAINAGE and TOPOGRAPHY The proposed facility will be located in the southern portion of the site. This area is covered with a bituminous concrete surface and several landscaped islands and serves as part of the parking supply for the supermarket. The proposed fuel facility will be located on a ridge running from east to west on the south side of ' the facility. The existing surface is graded at 1 to 2% to the north and south towards existing catch basins. The proposed facilitywill have a layout that will match the existing sloe of the g p site. The proposed area of disturbance will be re-paved with a bituminous surface. There will be an overall decrease in impervious surface area as a result of the installation of a large landscaped island to the south of the facility. The island will replace the three smaller islands eliminated by the construction of the facility. All ' storm-water from the area of disturbance will flow north towards a re-located catch basin, which has been converted to a 1,500-gallon oil/water separator. All storm-water run off from the proposed fuel facility will pass through the separator before entering in to the existing storm drainage system. (See Figure 3) r Vanasso Han gm BrusWn,Inc. - . lot wwai tI BOUNWY xf J t� j Ass . ' ., ' � may'+``f�. -.•� fFS1ElZAL'��{�� / �y r � � •+ 1 I / / I ! 1 r EXISTING STOP & SHOP SUPERMARKET 1 Q fto- PROPERIY uNE 4 Salsi Ivao � �$,579 S.F. a Chats on Loodln9 Ooeke • 623 S.F. 'x'�•"r ram..~ Total BuWinq Ano. 67.072 S.F. 1 3--w s"' K2Am Umanlnn - 12.798 &V 1 Crocs Floor N"- 79.370 S.F. Stop&Shop Store#782 art, �, li�Facilt A d Street P�1� APWM MmudM00" we o 1 HotAppvrtdtwoSoa 1 cm rao 1 t 3 Overall! � � r can. cat, �• Site Plan — Figure I !! I ours i+os tn►1 `EAaVSOPIAL T FOENAkCE rgMo 0 0 i4 80 Diu L I I I m I t]-I I 1-1-1 L_LJ_f, I I U I 1 C-2 I ni�!S_ SCALE IN w EXISTNG /'xY 2 t2 CONTROL Sox �`— SPRINGFIELA STREET (ROUTE 57) �' �� C. STORM-WATER RUN-OFF ANALYSIS The drainage analysis for the proposed work is focused on the southwestern ' portion of the Stop & Shop parking lot. The existing surface treatment is bituminous pavement with several landscaped islands. Storm-water run-off from the study area is collected by three existing catch basins and is discharged to the existing storm drainage system from catch basin number 3. (See Figure 2) Due to the small size of the proposed development area, 0.62 acres, the analysis ' will utilize the Rational Method for a 25-year storm event. The pre and post development discharges from catch basin number 3 will be evaluated to determine if the proposed development will increase storm-water run-off. The results of the ' analysis are summarized in Table 1. 1 1 .rl, k. JI ' TIMC-l' STOP & "I1 E X IS PROPERTY LINE Scies A,e.a z= 48,579 g Dad :3 5970 -S Chests oi! Licod.in M T toi euildin(� Area Mezzanines 12, 1,9 8 Gross Floor A rea `NN. N Qu 26 TOTAL AREA — 7590 S.F. 12'0 LANDSCAPED-AREA 310 S.F. TOTAL AREA — 9750 S IMPERVIOUS-AREA 7280 S.F. 71 ,F. LANDSCAPED AREA =,620 AREA -=v'9130 S_F 62� S.F.&F IMPERVIOUS A 91V S.F.S-F 000000000, TOTAL AREA 1 .,090 I LANDSCAPED ARE — 310 S.F. �11 IMPERVIOUS AREA 9780 S.F.IC)9O S.F.&F. - 3 C) S-F 0 S. -=9781 f I L� _4 ----------- X7 Vanasse Hangen Brustfin,Inc. S) Figure 2 8/13/02 S.PRINGFIELD smZEET (ROUTE 57) Existing Drainage Arm 0 40 80 Stop&Shop Store#782 puefing Fwffiv SCALE IN FEET Agawam,Massachusetts - N EXISTING DTOP & SHOP ' PROPERTY LINE %0 _ ;,ales eo — r8,519 S.F, 111 r`r! — Totol Building Area S.F. Mezzanines - 12,'98 S.F _ � Gross Fk orr Area 7�,8r O S.F 411 i/ TOTAL AREA - 660 F. ® ® TOTAL AREA = 15,130 S.F. ' IMPER S AIj£�► = 252 S.F. r/ — — — LANDSCAPED AREA = 7W,S.F. •- IMPERWOUS AREA !q,-*k430 S.F. 1 LILL n � TOTAL AREA = 90 S.F. LANDSCAPED AR e 100 S.F. IMPERMOUS AREA 9190 S.F. •' F l' ti ..-., .�� •.g �ti. s -. . _.__ _ ---may-- .. F__._..._ �• ii I S) Figure 3 9/13J02 ; S:PRINGFIELD STREET (ROUTE 57) �- 0 40 80 stop&Shop stm-6#782 } Fueling Facility ' SCALE IN FEET '°pwan'Mmachusetts . r t LOSED DRAINAGE SYSTEM CALCULATIONS Page t Vanasse Hangen Brustlin,Inc. Storm Drainage Transportation Land Development Name: Stop&Shop Fuel Facility Prof.No.: 06996 Design Parameters: Environmental Services Agawam,MA Date: 7/1=002 25 Year Storm Springt:eld,MA [OF Curve 101 Walnut St.,Watertown,MA 02471 Client: Stop&Shop Computes VHB (617)924-1770 Check by VHB LOCATION AREA C C x A SUM FLOW TIME(MIN) I' DESCRIPTION FROM TO (AC.) C x A TIME OF CONC x strng CB1 CB3 023 0.87 0.20 0.20 54 72 Corxfitlen5 Existing CE12A C133 0.17 0.86 0.15 0.15 54 72 CB3 OUT 022 0.84 0.18 0.53 5A 72 Discharge Point LOCATION AREA C C x A SUM FLOW TIME(MIN) 1• DESCRIPTION FROM TO {AC.) C x A TIME OF CQNC Proposed C81 C133 021 0.87 0.18 0.18 5.0 72 Conditions Proposed CB2B CB3 0.34 0.86 0.29 0,29 5.0 7.2 C133 OUT 0.07 0.70 0.05 0,52 5.0 72 Discharge Point 6 Rational Method:Q-CiA where: Q=peak discharge,cfs C=runoff coefficient i=average rainfall intensity,inlhr,for a storm duration equal to the time of concentration.Tc A=drainage area,acres 11MAWAl_DIADMSMLDWYDROLOGY\DRAJNAGE SPREAD SHED=TSIPIPECALCS-HGL.XLS 1 1 D. CONCLUSION Based on our analysis, there will not be an increase in the amount of storm-water run-off or water quality as a result of the construction of the proposed fueling 1 facility. The reason for the lack of increase in run-off can be attributed to the following: 1 • The existing and proposed surface treatments are practically the same. There is a net decrease in impervious area due to the size of the proposed ' landscaped island. The existing and proposed drainage patterns were not changed. • The proposed design incorporates a 1500-gallon oil/water separator as a water quality structure. 1 1 1 i 1 1 1 1 i 1 1 1 � f � T .o. .Rob 10 t OPTION 2 JfRWRF '24W - lhlD KM•1,so STOP& DOUBLE PACED INRFRN UY ILLRMNAFFD. EDRRICED ALLN14LIM SIGN CAII ET SHOP • WIN GE SOLAR GRADE LEXAN FACES 3M IRANSI IICPNT VNYL GRAPrlcs GASOLINE N 1110AAb UD RACY ADO yNV CSLEK ' f N"v nhmnrt?Al q D'NNABERS FOR A 3 PRODUCT DF SIGN fU PECFS PER DF SGP$ 7-1- `� CLEAR ON RED 84CWAOLE41 RJ VNXAL STYLE Y PANELS tl-7/E-X 9-1/2'WIDE WITH$000L COOLRS INCLIAE WOH EACH SIGN PACILAGC - ONE 12 CHANGE ARM AND I STORAGE GARNET TRAN$UICENT WHITE VMt CAPTIONS WITH GE SCXM GRADE IEMAN FACTS 4'-3.56'A 6' EL T Re* 3' 25- STOP&• PAINTED SFER%vN P w�S�IH SHOP • 2 ME VAFTE DIERCND PANELS IETT M 1MTH 114 2 SETS OF 22- X 13'-9' LETTERS CUT FROM 1/2- PVC HP BLACK.RELLY GREEN AND tOMAFO RED W VNIM IETMS -'FO SOTH SIDES OF MIDDLE SET OF PUMPS 10' "io RQTH SAES OF LEFF"W IT SFT OF FUMPS 'SPANNER SIZES MUSL BF FIELD VERIFIED AT EVERY LOCATION AGNOLI SIGN COMPANY, INC. • 722 WORTHINGTON STREET, SPRINGFIELD, MA 01105 • TEL. (413) 732-5111 • FAX (413) 787-2169 SUPER E LEVATION S I Z E SQUARE FOOTAGE TOTAL SQUARE FOOTAGE `HSIOMH SUPERSTOPP& SHOP GAS STOP & SHOP FRONT 2'-10" X 13'-6" LETTERS 25 SQFT OF ALL SIGNAGE: LOCATION: 1282 SPRI IGFIELD ST = REAR 2'-10" X 13'-6' LETTERS 25 SQFT ACAwAnn, MA = 109 SQ. FT. SALESPERSO RIG[IT DF VINYL DECAL 2'-1' X 4'-4" q SQL N: DA/CM DRAWN sr M G�RKERSEN 53uDfO CREU GAS STATION9-16-02 LEFT DF VINYL DECAL 2'-1" X 4'-4" 9 SQFT NOTES: = SIGNAGE DRA,,,GCo,: AGAWAM,PLT/ 2002,STPBSHP = MIDDLE DF VINYL DECAL 2'—l' X 4'-4" 9 SQFT m slollon AGAWAM,MA-CDR —` ELEVATIONS 1T PYLON 32 SQFTOf TR DECQmkN vKON RRMA D ALL AGo10T Sr+E rArOk R1T LVCORFCN AM AND AIL IICMS lG7 OS ISSf DA REPRGOlIL�10N AA!RESEINED 247 i E 20,_4„ 20'-4" i E E I i E 3,_8" 3,_8" Ll Ll Ll Ll F1 LA Li Ll Ll Lil I I I ( 7 CEILING PANS — CEILING PANS I - - "FIELD VERIFY SIZE 2 MIL WHITE DIEBOND PANELS LETTERED WITH nl �� "FIELD VERIFY SIZE 25'� oP& THAT ARE HP BLACK, NSTALLED BETWEEN GAS PUMTOPSRE RED HP MAY VARY RS 2$ ' SHQP i SHOP � -- I I. `SPANNER SIZES MUST BE FIELD VERIFIED AT EVERY LOCATION I w 3 PRODUCT 2 HOSE DISPENSER" CPEEE I 3 PRODUCT' I '; 2 HOSE DISPENSER' " I 6" DI& RPE 4" DIA', PIPE BOLLARD VW.) BOLLARD (7YP.) — I BOLLARD (TYP') 4" DIA. PIPE I BOLLARD (TYP.) 1 i i — 4 ' PROPOSED RIGHT SIDE ELEVATION PROPOSED LEFT SIDE ELEVATION 1 i I i I I i C E 7Jr_l" I f I E I 2 SETS OF 22" X 13'-9" LFI TTERS CUT I'RO11+1 1/2" PVC E I •: i I 1 I i j 2'-1' X X-4" VINYL DECALS 2'-1" X 4'-4' VINYL DECALS CEILING PANS 2'-1- X 4'-4- VINYL DECALS E APPLED TO EXISTING SPANNERS ---`� APPLIED TO EXISTING SPANNERS �� APPLIED TO EXISTING SPANNERS I ABOVE PUMPS ABOVE PUMPS ABOVE PUMPS U Li i I I i I I 141-6ta MPD "MULTI— I —�— PRODUCT DISPENSER" REFER TO CANOPY SHOP ATTENDANT KIOSK (REFER TO PRE—FAB WINGS FOR COLUMN SIZE, STRUCTURES, INC. DRAWINGS FOR KIOSK AND ORIENTATION ' SIZE, REFER TO SHEET T--2 THESE DRAWINGS FOR ORIENTATION AND FOUNDATION.) i i 4" BOLLARD FACE OF BOLLARD FLUSH WITH FACE OF CURB 3 3 TOP OF ISLAND do k k �E 10,_6,: 27 MIDDLE 27 RIB 10'_7" PROPOSED FRONT AND REAR SIGNAGE ELEVATION I i f i i i AGNOLI SIGN COMPANY, INC. 722 WORTHINGTON STREET, SPRINGFIELD, MA 01105 TEL. (413) 732-5111 • FAX (413) 787-2169 I SUPER E �E VAT I O I`•I SIZE SQUARE FOOTAGE TOTAL SQUARE FOOTAGE cusroMER. SUPER STOP & SHOP GAS I OPTION 4A&B FRONT 2'-1D" X 13'--6" LETTERS 25 SQFT OF ALL SIGNAGE: SO ON' 1282 SPRINGFIELD ST STOP & SHOP REAR � � ,j AGAWAM, MA 2 1Q X 13 --6 LETTERS 25 SQFT 109 SQ. FT. u sxESPERSoN.. DA/CM DRAWN EY: M. GREGERSEN RIGHT DF VINYL DECAL 2—1 X 4 —4 9 SQFT — R> GAS STATION j_ REv o 0-02 1/4" - ' _ °" LEFT DF VINYL DECAL 2 1 X 4—4 9 SQFT NOTES: SIGNAGE DRAWING CODE: AGAWAM.PLT / 2[l02 / STP&�SHP S x9 MIDDLE DF VINYL DECAL 2— X 4 —4 9 SQFT s station AGAWAM, MACDR i Cf "S T DESIGN IS TFIE E)rarNE PROPERTY ELEVATIONS 17' PYLON 32 SQFT A SIGN�WORD AC AllR� i TO n 115E OR RsvoDtfCilnAl A#21 RESEM 1 I I i r r