|
2'-0" CHAMFERED CORNER
<br />(TYP. AT CORNERS)
<br />REFER TO T -SERIES DRAWINGS FOR
<br />MANHOLE DETAILS. REFER TO SITE
<br />DETAILS FOR ADDITIONAL CONCRETE
<br />REINFORCEMENT
<br />M
<br />S" REINFORCED CONCRETE DRIVE & TANK 3
<br />TANK APRONS: SEE CONCRETE 20,000BfO-DIGALLONS
<br />SEL
<br />PAVEMENT SECTIONS ON SHEET 0.1 B -99610 -DIESEL
<br />O
<br />MONITORING WELL,
<br />TYPICAL OF (2)
<br />FUEL ISLAND PIPING PLAN
<br />I L_
<br />19'-2"
<br />UST VENT RISERS, SEE
<br />DETAILS ON SHEET T-6
<br />O O
<br />V �
<br />Q Q
<br />`DEF REMOTE FILL BOX, DUAL HOSE MASTER/SATELLITE DUAL HOSE MASTER/SATELLITE
<br />SEE SHEET T-4 FOR DISPENSER WITH DEF FOR USE WITH DISPENSER FOR USE WITH ADJACENT
<br />DETAILS ADJACENT SATELLITE DISPENSER (TVP. SATELLITE DISPENSER (TVP. OF 2), SEE
<br />TANK STICK HOLDER, OF 2), SEE SHEET P-4 FOR DETAILS SHEET P-1 FOR DETAILS
<br />SEE SHEET 0.2 FOR
<br />4DETAILB � IJ
<br />ENTER ENTER ENTER ENTER
<br />BIO -DIESEL BLENDER PUMP SUMP,
<br />BY OTHERS; SEE SHEET T-5 FOR
<br />DETAILS
<br />StormCeptor, SEE SHEET
<br />T-6 FOR DETAILS
<br />TO VENT RISERS
<br />- - - - - - - - - - - - - - - - - - -
<br />TRANSITION POINT FOR FUEL G.C. TO
<br />CONNECT TO SITE CATCH BASIN
<br />10'
<br />CANOPY COLUMN
<br />(TVP OF 6)
<br />FIRE EXTINGUISHER (TVP. OF 3), SEE
<br />SHEETD-2 FOR SPECIFICATIONS
<br />`4 4'xi6' RAISED FUEL
<br />`r ISLAND (TYP. OF 2), SEE
<br />SHEET D-1 FOR DETAILS
<br />SATELLITE DISPENSER, SEE
<br />SHEET P-2 FOR DETAILS
<br />CATCH BASIN INLET
<br />TYPE "A" (TYP. OF 4),
<br />SEE SHEET D-1 FOR
<br />DETAILS
<br />r n
<br />DUAL HOSE R&D DISPENSER FOR
<br />PANEL VAN USE ONLY (TVP. OF 2), SEE
<br />SHEET P-3 FOR DETAILS
<br />6"0 PIPE PAINT DIRECTIONAL ARROWS
<br />BOLLARDS (TVP) �& TEXT, SEE SHEET D-1 FOR
<br />DETAILS
<br />NOTE:E NOTE: NTE SEE CIVIL SITE PLANS
<br />LOCATION OF DIESEL TANK &
<br />FOR SPECIFIC STORM WATER STRUCTURES
<br />LOCATION OF VENT TO BE SITE SPECIFIC, REFER
<br />RISERS &BOLLARDS. TO CIVIL SITE PLANS.
<br />CONSTRUCTION NOTES
<br />PROJECT DESCRIPTION:
<br />INSTALL NEW 30'x94' CANOPY, (6). CANOPY COLUMNS & FOUNDATIONS, (5) FUELING ISLANDS, (7)
<br />DISPENSERS (4 -MASTERS, 2-P&D, 1 -SATELLITE). INSTALL (3) NEW 30,000 GALLON DOUBLE WALL
<br />FIBERGLASS UNDERGROUND STORAGE TANKS, & ALL RELATED PRODUCT PIPING. INSTALL
<br />STORMCEPTOR & ALL RELATED PIPING.
<br />SCHEDULE OF CONSTRUCTION ACTIVITY:
<br />THE CONTRACTOR SHALL IMPLEMENT ALL EROSION CONTROL MEASURES PRIOR TO OTHER
<br />CONSTRUCTION ACTIVITY. ALL EROSION CONTROL MEASURES MUST REMAIN FUNCTIONAL UNTIL
<br />THE SITE HAS BEEN STABILIZED, UNLESS OTHERWISE STATED ON THE PLAN.
<br />EROSION CONTROL NOTES:
<br />SEDIMENT PONDS/TRAPS, DIVERSION CHANNELS AND PERIMETER CONTROLS SHALL BE
<br />IMPLEMENTED AS A FIRST STEP OF GRADING WITHIN 7 DAYS FROM THE START OF GRUBBING, AND
<br />SHALL CONTINUE TO FUNCTION UNTIL UPLAND AREAS ARE STABILIZED. SEDIMENT PONDS7TRAPS
<br />SHOULD BE CLEANED OUT ONCE CAPACITY HAS BEEN REDUCED BY 40%.
<br />DISTURBED AREAS WHICH WILL REMAIN UNWORKED FOR PERIOD OF 45 DAYS OR MORE SHALL BE
<br />STABILIZED WITH SEEDING AND MULCHING OR OTHER APPROVED MEANS WITHIN 7 DAYS.
<br />EROSION CONTROL BLANKETS WITH MATTING WILL BE USED ON DITCHES GREATER THAN 1.5% AN
<br />ALL OTHER SLOPES. GREATER THAN 6% GRADE.
<br />CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL METHODS PER ALL LOCAL, STATE, AND
<br />FEDERAL REGULATIONS.
<br />NO SOLID OR LIQUID WASTE SHALL BE DISCHARGED INTO STORM WATER RUNOFF.
<br />OTHER EROSION AND SEDIMENT CONTROL ITEMS MAY BE NECESSARY DUE TO ENVIRONMENTAL
<br />CONDITIONS.
<br />OFF-SITE VEHICLE TRACKING SEDIMENT SHALL BE MINIMIZED. CONSTRUCTION VEHICLES ARE
<br />LIMITED TO THE CONSTRUCTION ACCESS ROADS) AS NOTED ON THE SITEPLAN.
<br />REGULAR INSPECTION AND MAINTENANCE WILL BE PROVIDED FOR ALL EROSION AND SEDIMENT
<br />CONTROL PRACTICES. PERMANENT RECORDS OF MAINTENANCE AND INSPECTIONS MUST BE KEP
<br />THROUGHOUT THE CONSTRUCTION PERIOD. INSPECTIONS MUST BE MADE A MINIMUM OF ONCE
<br />EVERY 7 DAYS AND IMMEDIATELY AFTER STORM EVENTS GREATER THAN 0.5 INCHES OF RAIN IN A
<br />24 HOUR PERIOD. PROVIDED IN THE PERMANENT RECORDS WILL BE THE NAME OF INSPECTOR,
<br />MAJOR OBSERVATIONS, DATE OF INSPECTION AND CORRECTIVE MEASURES TAKEN, IF REQUIRED.
<br />ELECTRIC SHOCK HAZARD
<br />THE CONTRACTOR IS SPECIFICALLY ADVISED HEREIN OF THE EXISTENCE
<br />OF LIVE UNDERGROUND AND OVERHEAD ELECTRIC LINES. THE
<br />CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SAFETY AND PROTECTION
<br />OF ALL PERSONNEL ASSOCIATED WITH THIS PROJECT CONCERNING THESE
<br />HAZARDS.
<br />UNDERGROUND UTILITIES
<br />LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE AND
<br />HAVE NOT BEEN VERIFIED. THE CONTRACTOR SHALL DETERMINE THE EXACT
<br />LOCATION OF ALL EXISTING UTILITIES WHETHER SHOWN OR NOT SHOWN
<br />PRIOR TO COMMENCEMENT OF HIS WORK. THE CONTRACTOR SHALL BE
<br />COMPLETELY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT BE OCCASIONED
<br />BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
<br />UNDERGROUND UTILITIES.
<br />GENERALNOTES
<br />1. SEE SITE PLANS AND E -SERIES DRAWINGS FOR ADDITONAL UTILITY TRENCHING WORK.
<br />2. NEW AND EXISTING ASPHALT WITHIN A 20' PERIMETER OF THE NEW REINFORCED
<br />CONCRETE APRONS AND PROTECTIVE SLABS SHALL RECIEVE SEAL COATING.
<br />3. ALL EXCAVATED MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE REMOVED FROM THE
<br />SITE. IN THE EVENT CONTAMINATED SOIL IS ENCOUNTERED, SECURE THE SITE, STOP
<br />WORK, AND NOTIFY THE OWNER IMMEDIATELY.
<br />J
<br />O
<br />10'
<br />18'-6"
<br />18'-6"
<br />18'-6"
<br />18'-6"
<br />(3) 30,000 GAL UNDERGROUND SINGLE HOSE MASTER
<br />FUEL STORAGE TANKS (UST), DISPENSER, WITH DEF,
<br />SERVICE BOX OVER WATER VALVE,
<br />0
<br />4'x8' RAISED FUEL
<br />EMERGENCY SHUT OFF
<br />SEE T -SERIES DRAWINGS FOR USE WITH
<br />N
<br />SEE SHEET D-2 FOR DETAILS
<br />ISLAND. SEE SHEET
<br />SWITCH MOUNTED ON
<br />ADJACENT SATELLITE
<br />HOSE BIBB (TVP. OF 2), SEE
<br />o
<br />D-1 FOR DETAILS
<br />CANOPY COLUMN (TVP.
<br />DISPENSER, SEE SHEET
<br />P4 FOR DETAILS
<br />SHEET D-2 FOR DETAILS
<br />LINE OF
<br />CANOPY
<br />OF 2), SEE SHEET D-2
<br />FOR DETAILS
<br />OO
<br />in
<br />co
<br />m
<br />rn
<br />a
<br />O O
<br />TANK4
<br />10,000 GALLONS
<br />Q
<br />O O
<br />DEF
<br />•
<br />LDEFm
<br />'1
<br />m
<br />m
<br />19-4-
<br />m m4
<br />T 8"
<br />9'-3" 9'-3"9'-3"
<br />9'-3" 9'-3" 9'-3"
<br />ENV
<br />igBOX
<br />TANK2
<br />30,000 GALLONS
<br />TANK1
<br />30,000 GALLONS
<br />OVAELRFFIRL
<br />DIESEL
<br />DIESEL
<br />rr
<br />n
<br />O
<br />O O
<br />�d
<br />M
<br />S" REINFORCED CONCRETE DRIVE & TANK 3
<br />TANK APRONS: SEE CONCRETE 20,000BfO-DIGALLONS
<br />SEL
<br />PAVEMENT SECTIONS ON SHEET 0.1 B -99610 -DIESEL
<br />O
<br />MONITORING WELL,
<br />TYPICAL OF (2)
<br />FUEL ISLAND PIPING PLAN
<br />I L_
<br />19'-2"
<br />UST VENT RISERS, SEE
<br />DETAILS ON SHEET T-6
<br />O O
<br />V �
<br />Q Q
<br />`DEF REMOTE FILL BOX, DUAL HOSE MASTER/SATELLITE DUAL HOSE MASTER/SATELLITE
<br />SEE SHEET T-4 FOR DISPENSER WITH DEF FOR USE WITH DISPENSER FOR USE WITH ADJACENT
<br />DETAILS ADJACENT SATELLITE DISPENSER (TVP. SATELLITE DISPENSER (TVP. OF 2), SEE
<br />TANK STICK HOLDER, OF 2), SEE SHEET P-4 FOR DETAILS SHEET P-1 FOR DETAILS
<br />SEE SHEET 0.2 FOR
<br />4DETAILB � IJ
<br />ENTER ENTER ENTER ENTER
<br />BIO -DIESEL BLENDER PUMP SUMP,
<br />BY OTHERS; SEE SHEET T-5 FOR
<br />DETAILS
<br />StormCeptor, SEE SHEET
<br />T-6 FOR DETAILS
<br />TO VENT RISERS
<br />- - - - - - - - - - - - - - - - - - -
<br />TRANSITION POINT FOR FUEL G.C. TO
<br />CONNECT TO SITE CATCH BASIN
<br />10'
<br />CANOPY COLUMN
<br />(TVP OF 6)
<br />FIRE EXTINGUISHER (TVP. OF 3), SEE
<br />SHEETD-2 FOR SPECIFICATIONS
<br />`4 4'xi6' RAISED FUEL
<br />`r ISLAND (TYP. OF 2), SEE
<br />SHEET D-1 FOR DETAILS
<br />SATELLITE DISPENSER, SEE
<br />SHEET P-2 FOR DETAILS
<br />CATCH BASIN INLET
<br />TYPE "A" (TYP. OF 4),
<br />SEE SHEET D-1 FOR
<br />DETAILS
<br />r n
<br />DUAL HOSE R&D DISPENSER FOR
<br />PANEL VAN USE ONLY (TVP. OF 2), SEE
<br />SHEET P-3 FOR DETAILS
<br />6"0 PIPE PAINT DIRECTIONAL ARROWS
<br />BOLLARDS (TVP) �& TEXT, SEE SHEET D-1 FOR
<br />DETAILS
<br />NOTE:E NOTE: NTE SEE CIVIL SITE PLANS
<br />LOCATION OF DIESEL TANK &
<br />FOR SPECIFIC STORM WATER STRUCTURES
<br />LOCATION OF VENT TO BE SITE SPECIFIC, REFER
<br />RISERS &BOLLARDS. TO CIVIL SITE PLANS.
<br />CONSTRUCTION NOTES
<br />PROJECT DESCRIPTION:
<br />INSTALL NEW 30'x94' CANOPY, (6). CANOPY COLUMNS & FOUNDATIONS, (5) FUELING ISLANDS, (7)
<br />DISPENSERS (4 -MASTERS, 2-P&D, 1 -SATELLITE). INSTALL (3) NEW 30,000 GALLON DOUBLE WALL
<br />FIBERGLASS UNDERGROUND STORAGE TANKS, & ALL RELATED PRODUCT PIPING. INSTALL
<br />STORMCEPTOR & ALL RELATED PIPING.
<br />SCHEDULE OF CONSTRUCTION ACTIVITY:
<br />THE CONTRACTOR SHALL IMPLEMENT ALL EROSION CONTROL MEASURES PRIOR TO OTHER
<br />CONSTRUCTION ACTIVITY. ALL EROSION CONTROL MEASURES MUST REMAIN FUNCTIONAL UNTIL
<br />THE SITE HAS BEEN STABILIZED, UNLESS OTHERWISE STATED ON THE PLAN.
<br />EROSION CONTROL NOTES:
<br />SEDIMENT PONDS/TRAPS, DIVERSION CHANNELS AND PERIMETER CONTROLS SHALL BE
<br />IMPLEMENTED AS A FIRST STEP OF GRADING WITHIN 7 DAYS FROM THE START OF GRUBBING, AND
<br />SHALL CONTINUE TO FUNCTION UNTIL UPLAND AREAS ARE STABILIZED. SEDIMENT PONDS7TRAPS
<br />SHOULD BE CLEANED OUT ONCE CAPACITY HAS BEEN REDUCED BY 40%.
<br />DISTURBED AREAS WHICH WILL REMAIN UNWORKED FOR PERIOD OF 45 DAYS OR MORE SHALL BE
<br />STABILIZED WITH SEEDING AND MULCHING OR OTHER APPROVED MEANS WITHIN 7 DAYS.
<br />EROSION CONTROL BLANKETS WITH MATTING WILL BE USED ON DITCHES GREATER THAN 1.5% AN
<br />ALL OTHER SLOPES. GREATER THAN 6% GRADE.
<br />CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL METHODS PER ALL LOCAL, STATE, AND
<br />FEDERAL REGULATIONS.
<br />NO SOLID OR LIQUID WASTE SHALL BE DISCHARGED INTO STORM WATER RUNOFF.
<br />OTHER EROSION AND SEDIMENT CONTROL ITEMS MAY BE NECESSARY DUE TO ENVIRONMENTAL
<br />CONDITIONS.
<br />OFF-SITE VEHICLE TRACKING SEDIMENT SHALL BE MINIMIZED. CONSTRUCTION VEHICLES ARE
<br />LIMITED TO THE CONSTRUCTION ACCESS ROADS) AS NOTED ON THE SITEPLAN.
<br />REGULAR INSPECTION AND MAINTENANCE WILL BE PROVIDED FOR ALL EROSION AND SEDIMENT
<br />CONTROL PRACTICES. PERMANENT RECORDS OF MAINTENANCE AND INSPECTIONS MUST BE KEP
<br />THROUGHOUT THE CONSTRUCTION PERIOD. INSPECTIONS MUST BE MADE A MINIMUM OF ONCE
<br />EVERY 7 DAYS AND IMMEDIATELY AFTER STORM EVENTS GREATER THAN 0.5 INCHES OF RAIN IN A
<br />24 HOUR PERIOD. PROVIDED IN THE PERMANENT RECORDS WILL BE THE NAME OF INSPECTOR,
<br />MAJOR OBSERVATIONS, DATE OF INSPECTION AND CORRECTIVE MEASURES TAKEN, IF REQUIRED.
<br />ELECTRIC SHOCK HAZARD
<br />THE CONTRACTOR IS SPECIFICALLY ADVISED HEREIN OF THE EXISTENCE
<br />OF LIVE UNDERGROUND AND OVERHEAD ELECTRIC LINES. THE
<br />CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SAFETY AND PROTECTION
<br />OF ALL PERSONNEL ASSOCIATED WITH THIS PROJECT CONCERNING THESE
<br />HAZARDS.
<br />UNDERGROUND UTILITIES
<br />LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE AND
<br />HAVE NOT BEEN VERIFIED. THE CONTRACTOR SHALL DETERMINE THE EXACT
<br />LOCATION OF ALL EXISTING UTILITIES WHETHER SHOWN OR NOT SHOWN
<br />PRIOR TO COMMENCEMENT OF HIS WORK. THE CONTRACTOR SHALL BE
<br />COMPLETELY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT BE OCCASIONED
<br />BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
<br />UNDERGROUND UTILITIES.
<br />GENERALNOTES
<br />1. SEE SITE PLANS AND E -SERIES DRAWINGS FOR ADDITONAL UTILITY TRENCHING WORK.
<br />2. NEW AND EXISTING ASPHALT WITHIN A 20' PERIMETER OF THE NEW REINFORCED
<br />CONCRETE APRONS AND PROTECTIVE SLABS SHALL RECIEVE SEAL COATING.
<br />3. ALL EXCAVATED MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE REMOVED FROM THE
<br />SITE. IN THE EVENT CONTAMINATED SOIL IS ENCOUNTERED, SECURE THE SITE, STOP
<br />WORK, AND NOTIFY THE OWNER IMMEDIATELY.
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<br />CALE:
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<br />WN BYGLZATE:
<br />5/2015JECT NO.
<br />A-1098
<br />DRAWING NO
<br />A-1
<br />
|