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HomeMy WebLinkAbout256 Old Main Street Existing Conditions Plan3'-0 NEW FUEL DISPENSER ISLAND NEW GASOLINE DISPENSER --,,"RESIDENTIAL EXPANSION JOINT - 6"x 6".NO.11 x N0. 11WWM REINFORCED STEEL IS NOT UNIFORM SLOPE CARRITO D N 3" MAX. . r :. n 2-1/2 z. x r x \ x - x x ---s— . RAVEL EXISTING LIGHT POLE \ GRAVEL 6" PLAIN CONCRETE PAVEMENT EXISTING BUMPER NEW CONCRETE ISLAND \ 4" BASE COURSE MATERIAL POST WELL NEW CONCRETE PAD UNDISTURBED SUBGRADE EXISTING POSITIVE _ - LIMITING BARRIER TO REMAIN CROSS SECTIO —A -A -- - Fl BITUMINOUS CONCRETE PAVEMENT T H R U N E ®V PUMP I S L !A! N D SECONDARY CONTAINMENT �+ �+ SECTION . . - \ NOT TO SCALE SUMP C R O S S B- T RU NEW PUMP ISLAND �\ NOT TO SCALE 1 - H 1/p" ft 16" (CONST. JOINT) ` \ \ tEXISTING SEPTIC SYSTEM O I 0 \ �/4 " 116" (EXP. JOINT) ) / PMW-1 3/4". \ 16" ±1/16". -�:-3/16" tt/16" ? ::..�.: U ED JOINT SEALER - : ❑ - ' POURED JOINT SEALER SEPARATING TAPE '� ° '• FON DEN STOCKADE I EXISTING DRY WELL • INITIAL SAW CUT (1/8" MIN.) L. — — — — — D OR INSERT . ;. JOINT BOTTOM 3 4" CRAG CONSTRUCTION AND TRANSVERSE OR LONGITUDINAL c p/�/► EXPANSION JOINTS. �PD$I— LIMITING CONTRACTION JOINT LBARRIER (TYP) J I I OIL GAL. HEATINJG . I ----I OIL TANK P. - _ x8,000 GALLON r— . L .TANK I r." DIA. S Y LINE dc� IESEL _ ----_j \—� I ISECONDAR IPING I SPENSER .RESIDENTIAL 7-7 _ --- EXISTING ISLAND TO BE GASOLINE DISPENSERLTO MW -2 \ ( I• MODIFIED BE REPLACED L----- - - -- - - - - - J NEW CONCRETE ISLAND \ I GARAGE -- - NEW CONCRETE ISLAND — — — — — — — (3'W x 10'-6"L) I Q I rw (3'W x 10'-6"L) EXISTING LIGHT POLE TO — — — — — — — I I I I — — — — • _ _ L 6MAIN — — — — — J _ rEXISTING BUMPER POST - - I -EXISTING BUMPER POST I TO REMAIN I I I I 5IL GAL. WASTE /� OIL TANK WITH T( REMAIN A / — — — — — — — ) I I O �I I I I 'SECONDARY I - II I LCONTAINMENT J PMW-2 I I n i�L I��� � _�i�l fir- -- m RESIDENTIAL O I I S / 3 11ST VENTS - Fi, GALLON 1 l 1 II IN$ TANK 401,.1 y I BITUMINOUS CONCRETE --I-- - __ /z//14//��b i t II EXISTING OFFICE PAVEMENT - — — ` BUILDING I I , NEW SECONDARY CONTAINMENT ' � 1 . I GASOLINE DISPENSER (DUAL _ _ _ _ I _ _ r--- ii UST VEN J NOZZLE) AND ASSOCIR,TED PIPING r2" PREMIUM SUPPLY 1 L_. L.I PIPE WITH SECONDARY I PCONCRETENEW PAD PIPING _ L'-------� A - PAD CONCRETE I I NEW SECONDARY CONTAINMENT ' -- — — — _ — — I I • • I MW -3 O GASOLINE DISPENSER (DUAL "1 / I • • i NOZZLE) AND Ass)CIATED PIPING — — - — - — — _ — _ _ — — — L — — — -- - _ _ _ _ PREMIUM FUEL DISPENSER WILL BE REMOVED 1 L — — — AND NOT REPLACED THEREBY REDUCING THE { TI �uAL PR—EM—IUI-DUAL REGULAR uL I -TOTAL NUMBER OF DISPENSER NOZZLES FROM 7 TO 6. O I GASOLINE DISPENSER GASOUNE DISPENSER LTO BE REPLACED) L(TO BE REPLACED) 'Ih II 0poI C PUMP ISLAND IMPROVEMENTS PLA �iN A SUp I2'�A SUP & 12" DI SCALE: 1"=2' �EG �{ PIPING) r- - LECONDARYI G j I -I C - PMW-,31 I I� I IR °�° �-0 P I 01 I .I 8,000 GALLON �- LASOLINE TANK) O� MW -2 I ,_ — — —:j— _f I I PMW-4 3" DIA. STAGE II NOTES: 1.) EXISTING FEATURES AND PROPERTY LINE WERE TAKEN FROM PLANS PREPARED BY ENGINEERING EAST, INC., PREPARED LEGEND: OHE POWER _ _ - -0HE FOR CAPE OIL DELIVERY, INC., DATED FEB. AND OCT. 1990 AND EXISTING PROPOSED POLE Fp V ISLA'I)TO LAST REVISED 6/15/90' AND 11/21/91. _"_ _, — I BE NODSLA (SEE - - - - I OLD lI/ STREET 16,000 GALLON PROPERTY LINE PUuP ISLAl111uPROVEMENi GASOLINE`TANK 2.) THE LOCATION OF EXISTING SUBSURFACE FEATURES WERE TAKEN --------- PLAv AVD rrJLs THIS sHEEr.)-----J FROM PLANS PREPARED BY ENGINEERING EAST, INC., PREPARED EDGE OF PAVED SURFACE yr L — — — — —' — — — — EXISTING WATER MAIN (APPROXIMATE LOCATION) FOR CAPE OIL DELIVERY, INC., DATED FEB. AND OCT. 1990 AND U14DERGROUND TANK r LAST REVISED 6/15/90 AND 11/21/91. THE LOCATIONS ARE CAPACITY AS NOTED) 1 (-) O OI TO BE CONSIDERED APPROXIMATE ONLY. THE CONTRACTOR IS — E X I S T I P6 G C O N D I T I O ISI S P L A N RESPONSIBLE FOR DETERMINING EXACT LOCATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. CONCRETE PAD "A 3.) A SITE INSPECTION WAS CONDUCTED BY PRIME ENGINEERING, INC.; SCALE: 1"=10' DWG"11- 1 OF' 7 APRIL 1999 TO VERIFY ABOVE GROUND FEATURE(Z. 4.) THE CONTRACTOR IS REQUIRED BY MASSACHUSETTS STATE LAW TO NOTIFY DIG SAFE (1-800-322-4844) TO LOCATE UTILITIES IN THE PROJECT AREA 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 5,) ALL WORK RELATED TO THE PROPOSED TANK AND PIPING REPLACEMENT SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND ALL APPLICABLE BUILDING AND INSTALLATION CODES. 6.) ALL EXISTING UNDERGROUND STORAGE TANK AND DISPENSER PIPING WILL BE REPLACED WITH FLEXIBLE PIPING BY ENVIROFLEX OR APPROVED EQUAL. 7.) ANY PAVEMENT AND CONCRETE PAD THAT IS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE REPLACED TO ITS ORIGINAL GRADE AND CONSTRUCTION. BOLLARD U14DERGROUND PIPING — — — OVERHEAD ELECTRIC ORE LINES EXISTING MONITORING WELL 0 VW -2 (INSTALLED BY OTHERS) NEW MONITORING WELL PVW_3 (INSTALLED BY PRIME ENGINEERING, INC. ORAOi7JG TITLE j PLOM? !BLAND IMPROVEMENTS PLAN AND DETAILS SCALE: AS NOTED r kp,MAM) `ychG`4 r„ aundra �1 DATE: PI a0J!:'IT - SPEEDWAY GAS 9 APRIL 1996 ' i N ?kill ' YARMOUTHr MASSACHUSETTS CAK nii . FNi3' CUEn CANAL FUEL COMPANY SAGAMORE, MASSACHUSETTS DESIGNED BY: CAK PR/ME ENGINEERING, INC. CHECKED BY: M DRAWINGC-7 (',ml- ENGINEERING • LAM)SUR\'EYING • ENVIRONMENTAL ASSESSMENT P.O. BOX 1088/350BEDFORI7STREET-LAKEVILLE, MASSACHUSETTS02347 APPROVED BY: PROJECT NO. REV. DATE DESCRIPTION BY P.Fr^^. TEL: 508 947-0050 FAX: 508 947-2004 EMAIL: P ICLNET