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6512 GALL BLVD
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6512 GALL BLVD
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Last modified
8/29/2011 1:51:32 PM
Creation date
8/29/2011 1:35:32 PM
Metadata
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Building Plans
Street #
6512
Location
GALL BLVD
Contractor
JMP SOLUTIONS INC
Description
GASOLINE INSTALLATION
Owner
RADIANT GROUP LLC
Building Plans - Permit #
BIN E-1 PERMIT #2341
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:7 <br />t <br />EX15TING <br />A5P'HALT <br />r— <br />i <br />i <br />/ <br />�i A <br />K l I ( D <br />N <br />PREMIUM I I I III IN <br />M IliII <br />J• <br />RFCsULAR <br />---- - - -I-- ! � I K All <br />II <br />I I ! � I � I• I •II <br />K I' I <br />I 0 I I I III N II'I <br />SMAR I I I <br />/ <br />/ /•�/ / K N <br />I it <br />I �I <br />I <br />I <br />I <br />A <br />ENLARGED PUMP LAYOUT DETAIL <br />O PROVIDE AND INSTALL NEW AMERON LCX DOUBLE WALL FUEL PIPING TO <br />A (6) NEW BLENDER DISPENSERS OVER APT DISPENSER PANS W /OPW SHEAR <br />VALVE . SEE G -3 FOR DETAILS. <br />� g OLD EXISTING UNDERGROUND PLUS FUEL TANK WHICH 18 NOW A NEWLY FILLED <br />REGULAR FUEL TANK WITH A SIPHON LINE CONNECTED TO EXISTING REGULAR <br />FUEL TANK. SEE NOTE C THIS SHEET AND NOTE G ON SHEET G -I. <br />O EXISTING UNDERGROUND REGULAR FUEL TANK WITH A SIPHON LINE (AMERON LCX <br />DBL. WALL PIPE) CONNECTED TO NEW REGULAR FUEL TANK SEE NOTE B TH18 <br />SHEET. <br />O EXISTING CONC. FUEL 18LANDS TO REMAIN IN- PLACE. <br />UE LOCATION OF ALL EXISTING UNDERGROUND FUEL TANKS TO REMAIN UNALTERED. <br />0 LOCATION OF EXISTING UNDERGROUND PREMIUM FUEL TANK TO REMAIN UNALTERED. <br />O PURGE / CALIBRATE FUEL SYSTEM. PERFORM t CERTIFY TANK 4 LINE TEST. <br />PROVIDE PERMITS, PLANS AND INSPECTIONS OF SCOPE OF WORK. <br />UH PROVIDE 4 INSTALL NEW WIRING AS NEEDED IN EXISTING CONDUIT. <br />O PROVIDE AND INSTALL ALL REQUIRED SHEAR VALVE, BALL VALVES, ELBOWS, <br />TEST BOOT8 AND ENTRY BOOTS TO COMPLETE PIPING INSTALLATION. <br />CUT EXISTING PAVING AS NEEDED TO INSTALL NEW FIBERGLA66 FUEL PIPING, <br />�J SEE It-,FILL PAYING DETAIL ON BHT. G -3. <br />P - 1 , <br />J <br />t� <br />R <br />N <br />NG RAMP + 1:12 <br />W/ <br />LOADiNCs AISLE <br />k <br />GAS INSTALLA'i - ION EQUIFxIVIENT <br />TANK MANUFACTURER t SIZE: <br />EXISTING <br />PRIMARY TANK CONSTRUCTION: <br />EXISTING <br />SECONDARY TANK/CONTAINMENT CONSTRUCTION: <br />EXISTING <br />' EXISTING TANK PLACEMENT (abovagrowd/urldergrowd) <br />UNDERGROUND <br />PIPING MANUFACTURER: <br />AMERON LCX DOUBLE WALL <br />PRIMARY PIPING CONSTRUCTION: <br />FIBERGLASS <br />SECONDARY PIPING CONSTRUCTION: <br />FIBERGLASS <br />PIPING /STP SUMP MANUFACTURER: <br />OPW T$D 4536 <br />EXISTING PIPING PLACEMENT ( ABOVE /UNDERGROUND): <br />UNDERGROUND <br />EXISTING PIPING SLOPE: <br />VS" PER FOOT BACK TO TANK <br />TYPE OF BACKFILL: <br />CLEAN SAND <br />DISPENSER LINER MANUFACTURER: <br />OPW D8 1836 <br />SHEAR VALVE MANUFACTURER: <br />O PW 105BFP -5126 <br />TYPE OF OVERFILL PROTECTION: <br />MANUFACTURER t MODEL <br />EXISTING <br />METHOD OF RELEASE DETECTION: <br />N/A <br />ELECTRONIC MONITORING SYSTEM MANUFACTURER: <br />BY OTHERS <br />TANK INTERSTITIAL MONITORING SYSTEM: <br />N/A <br />PIPIN63/DISPEN6ER LINER SUMP MONITORING SYSTEM: <br />VEEDER ROOT 6EN60R <br />OVERSPILL BUCKET SIZE e MANUFACTURER: <br />EXISTING <br />BUOYANCY CALCULATIONS PROVIDED (NEW TANKS ONLYA <br />N/A <br />POTABLE WELL SURVEY PROVIDED IF NECESSARY: <br />N/A <br />MISCELLANEOUS (ISOLATION BOOTS, ANODES, VALVES, ETC-) <br />N/A <br />PAW,NG <br />PAW,NG <br />GENERAL NOTES: GASOLINE INSTALLATION <br />I. ALL WORK SHALL COMPLY WITH NFPA 0 10, NFPA 0 10A, NFPA 0 30, NFPA <br />+30A, AND 2002 EDITION OF THE STANDARD FIRE PREVENTION CODE. <br />2. ALL WORK SHALL COMPLY WITH LOCAL FIRE JURISDICTION COI O. <br />3. GAS INSTALLATION CONTRACTOR SHALL COORDINATE WITH BUILDING t SITE <br />CONNECTIONS FOR CONNECTION OF ELECTRICAL POWER t IN -OTORE FACILITY <br />CONTROLS SYSTEMS. <br />4. CONTRACTOR SHALL VERIFY DIMENSIONS ON PLANS PRIOR TO BEGINNING <br />EXCAVATION, REMOVAL t INSTALLATION PROCEDURES. VERIFY LOCATIONS OF ALL <br />UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT LOCAL <br />ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO MOBILIZATION. <br />5. SHOULD DE- WATERING BE NECESSARY, A PRODUCT RECOVERY SYSTEM SHALL BE <br />UTILIZED PRIOR TO THE DISCHARGE OF ANY WATER WITHIN THE RIGHT -OF -WAY. <br />LOCAL AGENCY OTORMWATER MANAGEMENT DEPARTMENT SHALL BE NOTIFIED <br />24 HOURS IN ADVANCE OF INITIATING ANY DE- WATERNG PROCEDURES. <br />6. CONTRACTOR SHALL MAINTAIN SAFE ACCESS TO STORE OR OPERATOR BUILDING AT <br />ALL TIMES, PROTECTING t MAINTAINING ALL EXISTING CONSTRUCTION TO REMAIN IN <br />PLACE, WORKING AROUND STRUCTURES TO INSTALL NEW GASOLINE - RELATED <br />PRODUCTS. CONSTRUCTION AREAS SHALL BE SECURED WITH FLASHING BARRICADES <br />OR BETTER DURING CONSTRUCTION. UNLESS NOTED OTHERWISE, ALL SURFACER <br />OR 6UB6URFACE FEATURES DAMAGED OR REMOVED TO CONDUCT THE WORK, $HALL BE <br />RETURNED TO THE ORIGINAL CONDITION BY THE CONTRACTOR IN ACCORDANCE W/ ALL <br />APPLICABLE CODE$. <br />1. AREA6 OF PAVING THAT HAVE BEEN REMOVED OR DAMAGED SHALL BE <br />REPLACED WITH SAME MATERIALS t THICKNESS ASPHALT (8 <br />MINIMUM :CONCRETE) TO MATCH THE EXISTING PAVING UNLESS NOTED. <br />COMPACT SUBGRADE AS NECE88ARY TO MEET ORIGINAL DEGREE OF DENSITY. <br />6. AT NEW PAVING AREAS, COMPACT 6UBGRADE TO g5% MODIFIED PROCTOR <br />OPTIMUM MOISTURE CONTENT. PLACE 6" OF 3 ,000 PSI CONCRETE 26 DAY <br />STRENGTH WITH LIGHT BROOM FINISH REINFORCED WITH 0 4 STEEL RE13AR 18" O.G. <br />EACH WAY. ELEVATIONS OF CONCRETE TO MATCH EXISTING ELEVATIONS OR AS <br />MODIFIED BY THE PROJECT MANAGER TO ACCOMMODATE PROPER DRAINAGE. <br />FORM ALL NEW EDGE$ OF CONCRETE WITH KEY JOINT MATERIAL. REPAIR EDGES <br />OF EXISTING SURFACE AS REQUIRED. PROVIDE BAWCUT CONTROL JOINT$ ON 15' <br />CENTER$ EACH WAY, OR IN A PATTERN ACCEPTABLE TO THE PROJECT MANAGER <br />ON -SITE. <br />9. REMOVE CONSTRUCTION DEBRIS OFF -SITE INTO APPROVED LANDFILL, ACCORDING TO <br />APPROVED LOCAL CODES. <br />10. CLOSURE SHALL BE CONDUCTED IN ACCORDANCE WITH LOCAL, STATE, 4 FEDERAL <br />REGULATIONS t INDUSTRY ACCEPTED GUIDELINES FOR THE SPECIFIED WORK. <br />11. CONCRETE DESIGN 6HALL CONFORM TO MINIMUM 3000 PSI OR STRENGTH <br />SHOWN ON DRAWINGS AS DETAILED. <br />12. ANY ELECTRICAL WORK PERFORMED SHALL BE IN ACCORDANCE WITH LATEST <br />EDITION OF NATIONAL ELECTRICAL CODE 4 ALL APPLICABLE LOCAL ELECTRICAL <br />CODES. <br />13. ALL WORK 8HALL COMPLY WITH LOCAL PASCO COUNTY CODES FOR MECHANICAL WORK. <br />11 <br />EXI8TNG 5' CaNGRETE SIDEWALK <br />O EXISTING CANOPY t CANOPY COLUMNS TO REMAIN IN -PLACE UN- 018TURBED. <br />0 NEW 3" AMERON LCX DOUBLE WALL FUEL LINES. SEE PIPING LEGEND TH18 SHEET <br />t SEE BURIAL DETAIL ON G -3. <br />O INSTALL NEW CONC. It- PAVING (SEE NOTE 6 IN GENERAL NOTES) SEE G -3 <br />FOR NOTE DETAIL. <br />(O NEW 3" DOUBLE WALL AMERON LCX SIPHON LINE CONNECTING REGULAR FUEL <br />J TANKS. <br />© INSTALL NEW OPW D.B. 1836 UNDERGROUND TANK SUMPS AT ALL U$T'S. <br />GAS PIPING LEGEND <br />. _.... REGULAR <br />UNLEADED <br />- -- -- -- -- - -- PREMIUM <br />-- — SIPHON LINE <br />NORTH <br />1 <br />m <br />EXI8TNG 5' CANCRETE SIDEWALK <br />PROPOSED GAS SITE PLAN <br />SCALE: I : 10 <br />0 <br />a <br />U W <br />z w <br />� N ccr <br />z W M <br />0 0 � M <br />� Q <br />3 (L <br />_j W �� <br />N . u. n <br />Z a °° <br />C r <br />W <br />Q . <br />0 <br />� � Q <br />0 (n <br />0tL <br />0 <br />0- <br />i� <br />0� <br />Q LL <br />(3A3 03 le <br />�WCi <br />G2 <br />SMEET / <br />2 OF 3 <br />4t <br />0 <br />Q <br />Q <br />0 <br />UN <br />Lli <br />M <br />M <br />� <br />0 <br />U <br />I <br />.. <br />,. <br />z <br />�a <br />� <br />Q <br />0 <br />IL <br />m ' <br />a <br />n <br />a <br />n <br />z <br />0 <br />� <br />Q <br />°- <br />0 <br />Z <br />0 <br />Q <br />P <br />w <br />:D <br />� <br />O <br />M <br />0 <br />0 <br />� <br />0 <br />> <br />y <br />0 <br />am <br />J <br />0 <br />0 <br />Q <br />o Q <br />IL <br />Z <br />Z <br />Z <br />3o <br />�0 <br />W <br />ow <br />0 <br />3 <br />° <br />z <br />m <br />� <br />o <br />�Q <br />:: <br />Mm <br />0 <br />a <br />U W <br />z w <br />� N ccr <br />z W M <br />0 0 � M <br />� Q <br />3 (L <br />_j W �� <br />N . u. n <br />Z a °° <br />C r <br />W <br />Q . <br />0 <br />� � Q <br />0 (n <br />0tL <br />0 <br />0- <br />i� <br />0� <br />Q LL <br />(3A3 03 le <br />�WCi <br />G2 <br />SMEET / <br />2 OF 3 <br />
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