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Home My WebLink About256 Old Main Street Existing Conditions Plan 23'-0• NEW FUEL DISPENSER ISLAND NEW GASOLINE DISPENSER RESIDENTIAL EXPANSION JOINT - - ,. 6"x6".NO. 11 xNO. 11WWM - REINFORCED STEEL IS NOT UNIFORM SLOPE CARRIED THROUGH JOINTS. TO DRAIN 3" 2-1/2" MAX, / yJ, x, „ x x 4" BASE COURSE MATERIAL POST - - NEW CONCRETE ISLAND WELL COMPACTED OR UNDISTURBED SUBGRADE NEW CONCRETE PAD \ /� R _. EXISTING POSITIVE - C R . O S S S E T 10 A - A RIEMAING BARRIER TO T H R U N E W PUMP 1 S L A ND SECONDARY CONTAINMENT ��++ �+ SECTION + BITUMINOUS CONCRETE PAVEMENT \ NOT TO SCALE SUMP C R 0 S S S E C T I O N B - B \ T RU NEW PIMP ISLAI4D 1/2' fi 16 (CONST. JOINT) NOT TO SCALE /4" t1 16" (EXP. JOINT) EXISTING SEPTIC SYSTEM / O 1 \ m \ / PMW-1 + 16 ±1/16" . t t iv r 's 3/16„ tt/76".E Z -•:SOU ED JOINT SEALER „ ❑ � 'POURED JOINT SEALER .SEPARATING TAPE _ _ I WOODEN STOCKADE EXISTING DRY WELL INITIAL SAW CUT (1/8 MIN.) LFENCE _ _ J JOINT BOTTDM OR INSERT ' CRACK 3Z4-1 TRANSVERSE OR LONGITUDINAL CONSTRUCTION AND CONTRACTION JOINT EXPANSION JOINTS F_Posffv LIMITNG `BARRIER (TYP) J I I 275 GAL. HEATINJG ----1 OIL TANK F8,000 GALLON _ — �L TANK J SECONDAR IPING &� IESEL - - - I ISPENSER 1- --- - - - - - - - LSECDIA. S Y LINE �, RESIDENTIAL EXISTING ISLAND TO BE FE ISTING DUAL NOZZLES ��`'°\\ I O (MODIFIED GASOLINE DISPENSER TO rte- 1--------JBE REPLACED L -------J MW -2 ) NEW CONCRETE ISLAND NEW CONCRETE ISLAND O I - - - _ I GARAGE (3'w x 10'-6"L) — — — — — — — (3'w x 10'-6"L) EXISTING LIGHT POLE TO - !w I -EXISTING BUMPER POS LEMAIN - - - - - 1 _I` Q II I V ° (_EXISTING BUMPER POST I - - - LTO REMAIN- - A TO REMAIN I I I I OIL GAL. WASTE( - J I I O i II I ISECONDARYTANK ITH - - CONTAINMENT B / PMW-2 � E L ol l It RESIDENT`(t O // Lvsr vENTSJ GA_ 1 P rLTANK 3��': Q �I 1 , I BITUMINOUS CONCRETE EXISTING OFFICE PAVEMENT NEW SECONDARY CONTAINMENT 1 f♦ ' BUILDING GASOLINE DISPENSER (DUAL ' , "I I I I / NOZZLE). AND ASSOCIATED PIPING r2" PREMIUM SUPPLY , L � Ll UST VENTT I PIPE WITH SECONDARY - - - I I PIPING f - _ NEW CONCRETE 1 CONCRETE PAD -----_l_ PAD I I L----- -J 4r L, _ ----� NEW SECONDARY CONTAINMENT GASOLINE DISPENSER (DUAL _ - - - _ _ - I I NOZZLE) AND ASSOCIATED PIPING - - _ - _ _ I I O L I _ �I I Mw -3 PREMIUM FUEL DISPENSER WILL BE REMOVED O AND NOT REPLACED THEREBY REDUCING THE _'_� — I� -- -__ TOTAL NUMBER OF DISPENSER NOZZLES 1 /{ (DUAL REGULAR U.L. DUAL PREMIUM U.L. h _ - - - .FROM 7 TO 6. 1 ` O ` - I GASOLINE DISPENSER I I GASOLINE DISPENSER : r - PUMP ISLAND IMPROVEMIE14TS PLAN --- / �y al i �i LTO BE REPLACED) J L_(TO BE REPLACED) J I o., i �ppC - _ F" I)1 SUPPLY &� _ - - - - �� SCALE: 1 =2 ( ILSE'7 ARY PIPING) - -12" DIA SUP & I ` I R-- T `_SECONDARY GJ I O PMW-3 I i II - . - - R �,000.GALLON P : I O II LGASOLINE TANK) O` MW -2 = - — - C PMW-4 j! 3" DIA. STAGE II NOTES: 1.) EXISTING FEATURES AND PROPERTY LINE WERE TAKEN FROM PLANS PREPARED BY ENGINEERING EAST` INC., PREPARED FOR CAPE OIL DELIVERY, INC., DATED FEB. AND OCT. 1990 AND LEGEND: OHI _._ POWER`S — - -- - --- - ---- _. _ DHE -- LAST REVISED 6/15/90,. AND 11/21/91. EXISTING PROPOSED POLE (-PUMP ISLMDTo — — — — 2.) THE LOCATION OF EXISTING SUBSURFACE FEATURES WERE TAKEN PRO ERTY LINE -- -• — I BE MODIFIED (SEE OLD p M A I N S r R E E r � I 6,000 GALLON NE FROM PLANS PREPARED BY ENGINEERING EAST( INC., PREPARED EDGEOF PAVED SURFACE ---------- PUMP IIMPROVEMENT cAsou- TANK FOR CAPE OIL DELIVERY, INC., DATED FEB. AND OCT. 1990 AND PLAN AND D c IMPROVEMENT rHls sHEEr) L - - - - LAST REVISED 6/15/90' AND 11/21/91. THE( LOCATIONS ARE UNDERGROUND TANK __ Exlsrwc WATER MAIN (nPPR(APPROXIMATE LOCATION) TO BE CONSIDERED APPROXIMATE ONLY. THE CONTRACTOR IS (CA ACITY AS NOTED) RESPONSIBLE FOR DETERMINING EXACT LOCATIONS IN THE FIELD I `� OI v PRIOR TO THE START OF CONSTRUCTION. L -__---J E X I S T ING CO N D I T I O N S P L A N 3.) A SITE INSPECTION WAS CONDUCTED BY PRIME ENGINEERING, INC., CONCRETE PAD SCALE: 1 "=10' DWG, 1 OF 1 7 APRIL 1999 TO VERIFY ABOVE GROUND FEATURES. r, DRAWING TITLE 4.) THE CONTRACTOR I$ REQUIRED BY MASSACHUSETTS STATE LAW TO —. SCALE: .,Qs,h NOTIFY DIG SAFE (1-800-322-4844) TO LOCATE UTILITIES IN THE BOLLARD • I Pl7AAir' ISLAND IMPROVEMENTS PLAN AND DETAILS AS NOTED )nranrto \& PROJECT AREA 72 HOURS PRIOR TO THE START OF CONSTRUCTION. UND RGROUND PIPING -- -- — S I Ms 5,) ALL WORK RELATED TO THE PROPOSED TANK AND PIPING REPLACEMENT as SPEEDWAY GAS DATE. a. 9 APRIL 1999 SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION OVE HEAD ELECTRIC DHE YARMOUTH, MASSACHUSETTS DRAWN BY: INSTRUCTIONS AND ALL APPLICABLE BUILDING AND INSTALLATION CODES. LINE CAK n l� K AND DISPENSER PIPING WILL CUENi CANAL FUEL COMPANY DESIGNED BY: 6. ALL EXISTING UNDERGROUND STORAGE TAN EXIST ING MONITORING WELL MW -2 BE REPLACED WITH FLEXIBLE PIPING BY ENVIROFLEX OR APPROVED EQUAL. (INSTALLED BY OTHERS) O SAGAMORE, MASSACHUSETTS CAK 7.) ANY PAVEMENT AND CONCRETE PAD THAT IS DISTURBED BY CONSTRUCTION CHECKED BY: D WING ACTIVITIES WILL BE REPLACED TO ITS ORIGINAL GRADE AND CONSTRUCTION: NEW MONITORING WELL PMW-3 PRIME ENGINEERING, INC. SIM C-7 (INSTALLED BY PRIME OATLENGINEERING •LANI)SURVEYLNG -ENVIRONMENTAL ASSESSMENT APPROVED BY: PROJECT NO. ENGINEERING, INC. REV.1 DATE DESCRIPTIONBy APP P.O.BOX10881350BEDFORI)STREET -LAKEVILLE,MASSACHUSETTS 02347 TEL: 508 947-0050 FAX: 508 947-2004 EMAIL: P ICI.NET X . -ul v I(),„ GRAVEL ...;; EXISTING LIGHT POLE 1 �nL:OI 1 GRAVEL 6" PLAIN CONCRETE PAVEMENT EXISTING BUMPER 4" BASE COURSE MATERIAL POST - - NEW CONCRETE ISLAND WELL COMPACTED OR UNDISTURBED SUBGRADE NEW CONCRETE PAD \ /� R _. EXISTING POSITIVE - C R . O S S S E T 10 A - A RIEMAING BARRIER TO T H R U N E W PUMP 1 S L A ND SECONDARY CONTAINMENT ��++ �+ SECTION + BITUMINOUS CONCRETE PAVEMENT \ NOT TO SCALE SUMP C R 0 S S S E C T I O N B - B \ T RU NEW PIMP ISLAI4D 1/2' fi 16 (CONST. JOINT) NOT TO SCALE /4" t1 16" (EXP. JOINT) EXISTING SEPTIC SYSTEM / O 1 \ m \ / PMW-1 + 16 ±1/16" . t t iv r 's 3/16„ tt/76".E Z -•:SOU ED JOINT SEALER „ ❑ � 'POURED JOINT SEALER .SEPARATING TAPE _ _ I WOODEN STOCKADE EXISTING DRY WELL INITIAL SAW CUT (1/8 MIN.) LFENCE _ _ J JOINT BOTTDM OR INSERT ' CRACK 3Z4-1 TRANSVERSE OR LONGITUDINAL CONSTRUCTION AND CONTRACTION JOINT EXPANSION JOINTS F_Posffv LIMITNG `BARRIER (TYP) J I I 275 GAL. HEATINJG ----1 OIL TANK F8,000 GALLON _ — �L TANK J SECONDAR IPING &� IESEL - - - I ISPENSER 1- --- - - - - - - - LSECDIA. S Y LINE �, RESIDENTIAL EXISTING ISLAND TO BE FE ISTING DUAL NOZZLES ��`'°\\ I O (MODIFIED GASOLINE DISPENSER TO rte- 1--------JBE REPLACED L -------J MW -2 ) NEW CONCRETE ISLAND NEW CONCRETE ISLAND O I - - - _ I GARAGE (3'w x 10'-6"L) — — — — — — — (3'w x 10'-6"L) EXISTING LIGHT POLE TO - !w I -EXISTING BUMPER POS LEMAIN - - - - - 1 _I` Q II I V ° (_EXISTING BUMPER POST I - - - LTO REMAIN- - A TO REMAIN I I I I OIL GAL. WASTE( - J I I O i II I ISECONDARYTANK ITH - - CONTAINMENT B / PMW-2 � E L ol l It RESIDENT`(t O // Lvsr vENTSJ GA_ 1 P rLTANK 3��': Q �I 1 , I BITUMINOUS CONCRETE EXISTING OFFICE PAVEMENT NEW SECONDARY CONTAINMENT 1 f♦ ' BUILDING GASOLINE DISPENSER (DUAL ' , "I I I I / NOZZLE). AND ASSOCIATED PIPING r2" PREMIUM SUPPLY , L � Ll UST VENTT I PIPE WITH SECONDARY - - - I I PIPING f - _ NEW CONCRETE 1 CONCRETE PAD -----_l_ PAD I I L----- -J 4r L, _ ----� NEW SECONDARY CONTAINMENT GASOLINE DISPENSER (DUAL _ - - - _ _ - I I NOZZLE) AND ASSOCIATED PIPING - - _ - _ _ I I O L I _ �I I Mw -3 PREMIUM FUEL DISPENSER WILL BE REMOVED O AND NOT REPLACED THEREBY REDUCING THE _'_� — I� -- -__ TOTAL NUMBER OF DISPENSER NOZZLES 1 /{ (DUAL REGULAR U.L. DUAL PREMIUM U.L. h _ - - - .FROM 7 TO 6. 1 ` O ` - I GASOLINE DISPENSER I I GASOLINE DISPENSER : r - PUMP ISLAND IMPROVEMIE14TS PLAN --- / �y al i �i LTO BE REPLACED) J L_(TO BE REPLACED) J I o., i �ppC - _ F" I)1 SUPPLY &� _ - - - - �� SCALE: 1 =2 ( ILSE'7 ARY PIPING) - -12" DIA SUP & I ` I R-- T `_SECONDARY GJ I O PMW-3 I i II - . - - R �,000.GALLON P : I O II LGASOLINE TANK) O` MW -2 = - — - C PMW-4 j! 3" DIA. STAGE II NOTES: 1.) EXISTING FEATURES AND PROPERTY LINE WERE TAKEN FROM PLANS PREPARED BY ENGINEERING EAST` INC., PREPARED FOR CAPE OIL DELIVERY, INC., DATED FEB. AND OCT. 1990 AND LEGEND: OHI _._ POWER`S — - -- - --- - ---- _. _ DHE -- LAST REVISED 6/15/90,. AND 11/21/91. EXISTING PROPOSED POLE (-PUMP ISLMDTo — — — — 2.) THE LOCATION OF EXISTING SUBSURFACE FEATURES WERE TAKEN PRO ERTY LINE -- -• — I BE MODIFIED (SEE OLD p M A I N S r R E E r � I 6,000 GALLON NE FROM PLANS PREPARED BY ENGINEERING EAST( INC., PREPARED EDGEOF PAVED SURFACE ---------- PUMP IIMPROVEMENT cAsou- TANK FOR CAPE OIL DELIVERY, INC., DATED FEB. AND OCT. 1990 AND PLAN AND D c IMPROVEMENT rHls sHEEr) L - - - - LAST REVISED 6/15/90' AND 11/21/91. THE( LOCATIONS ARE UNDERGROUND TANK __ Exlsrwc WATER MAIN (nPPR(APPROXIMATE LOCATION) TO BE CONSIDERED APPROXIMATE ONLY. THE CONTRACTOR IS (CA ACITY AS NOTED) RESPONSIBLE FOR DETERMINING EXACT LOCATIONS IN THE FIELD I `� OI v PRIOR TO THE START OF CONSTRUCTION. L -__---J E X I S T ING CO N D I T I O N S P L A N 3.) A SITE INSPECTION WAS CONDUCTED BY PRIME ENGINEERING, INC., CONCRETE PAD SCALE: 1 "=10' DWG, 1 OF 1 7 APRIL 1999 TO VERIFY ABOVE GROUND FEATURES. r, DRAWING TITLE 4.) THE CONTRACTOR I$ REQUIRED BY MASSACHUSETTS STATE LAW TO —. SCALE: .,Qs,h NOTIFY DIG SAFE (1-800-322-4844) TO LOCATE UTILITIES IN THE BOLLARD • I Pl7AAir' ISLAND IMPROVEMENTS PLAN AND DETAILS AS NOTED )nranrto \& PROJECT AREA 72 HOURS PRIOR TO THE START OF CONSTRUCTION. UND RGROUND PIPING -- -- — S I Ms 5,) ALL WORK RELATED TO THE PROPOSED TANK AND PIPING REPLACEMENT as SPEEDWAY GAS DATE. a. 9 APRIL 1999 SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION OVE HEAD ELECTRIC DHE YARMOUTH, MASSACHUSETTS DRAWN BY: INSTRUCTIONS AND ALL APPLICABLE BUILDING AND INSTALLATION CODES. LINE CAK n l� K AND DISPENSER PIPING WILL CUENi CANAL FUEL COMPANY DESIGNED BY: 6. ALL EXISTING UNDERGROUND STORAGE TAN EXIST ING MONITORING WELL MW -2 BE REPLACED WITH FLEXIBLE PIPING BY ENVIROFLEX OR APPROVED EQUAL. (INSTALLED BY OTHERS) O SAGAMORE, MASSACHUSETTS CAK 7.) ANY PAVEMENT AND CONCRETE PAD THAT IS DISTURBED BY CONSTRUCTION CHECKED BY: D WING ACTIVITIES WILL BE REPLACED TO ITS ORIGINAL GRADE AND CONSTRUCTION: NEW MONITORING WELL PMW-3 PRIME ENGINEERING, INC. SIM C-7 (INSTALLED BY PRIME OATLENGINEERING •LANI)SURVEYLNG -ENVIRONMENTAL ASSESSMENT APPROVED BY: PROJECT NO. ENGINEERING, INC. REV.1 DATE DESCRIPTIONBy APP P.O.BOX10881350BEDFORI)STREET -LAKEVILLE,MASSACHUSETTS 02347 TEL: 508 947-0050 FAX: 508 947-2004 EMAIL: P ICI.NET