24-8464_-_Exhibit_M_–_FUEL_TANK_PERMIT_SET_Rev.2.pdf

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FUEL SYSTEM

TITLE SHEET

F-1

GENERAL NOTES

1. ALL WORK SHALL BE GOVERNED AND INSTALLED IN

COMPLIANCE WITH THE LATEST EDITION AND APPLICABLE

PROVISIONS OF THE FOLLOWING CODES AND STANDARDS:

1.1. FLORIDA BUILDING CODE - 2023 W/ ALL SUPPLEMENTS.

1.2. FLORIDA PLUMBING CODE - 2023 W/ ALL

SUPPLEMENTS.

1.3. FLORIDA ENERGY EFFICIENCY CODE - 2023 W/ ALL

SUPPLEMENTS.

1.4. FLORIDA FIRE PREVENTION CODE - 2023 W/ ALL

SUPPLEMENTS.

1.5. NATIONAL ELECTRICAL CODE (NEC)

1.6. NFPA 30 - FLAMMABLE AND COMBUSTIBLE LIQUIDS

CODE.

1.7. NFPA 30A - CODE FOR MOTOR FUEL DISPENSING

FACILITIES AND REPAIR GARAGES.

2. NOTE THAT THIS SHALL BE CONSIDERED AN "ATTENDED

FUELING STATION" PER SECTION 9.4 OF NFPA 30A.

3. THE STORAGE TANK SHALL HOLD REC 90 FUEL (100% TANK

CAPACITY).

4. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND DO NOT

NECESSARILY SHOW EVERY FITTING AND DETAIL. INSTALL

PIPING AND EQUIPMENT IN A NEAT, WORKMANLIKE

MANNER AND IN ACCORDANCE WITH GOOD PRACTICE FOR

A COMPLETE, WORKABLE INSTALLATION. AVOID CONFLICTS

WITH OTHER TRADE'S WORK. MAKE ADEQUATE

PROVISIONS FOR PREVENTING NOISE AND VIBRATION.

5. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR

SHALL VISIT THE SITE AND THOROUGHLY INSPECT ALL

EXISTING CONDITIONS TO INSURE THAT THE WORK

REPRESENTED ON THE DRAWINGS AND IN THESE

SPECIFICATIONS CAN BE INSTALLED AS INDICATED.

6. PROVIDE THE NECESSARY REQUIRED NUMBER OF

SUBMITTALS FOR ALL EQUIPMENT, PIPING AND MATERIALS

REQUIRED PER THESE PLANS AND SPECIFICATIONS.

7. ALL EQUIPMENT AND MATERIAL SHALL BE INSTALLED IN

ACCORDANCE WITH MANUFACTURER'S WRITTEN

INSTRUCTIONS. MANUFACTURER'S SERVICE CLEARANCE

FOR ALL EQUIPMENT SHALL BE MAINTAINED.

8. CONTRACTOR SHALL INCLUDE IN THE BID THE TRANSPORT

AND DISPOSAL OR RECYCLING OF ALL WASTE MATERIALS

GENERATED BY THIS PROJECT IN ACCORDANCE WITH ALL

RULES, REGULATIONS AND GUIDELINES APPLICABLE.

9. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON

WHICH THEY ARE LOCATED, UNLESS OTHERWISE

INDICATED ON DRAWINGS.

10. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER

TRADES.

11. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT

CONNECTIONS OF DISSIMILAR METALS.

12. ENSURE PIPING HANDLING REC 90 FUEL IS ELECTRICALLY

ISOLATED FROM SHORE PIPING.

13. NO PIPING SHALL BE INSTALLED ON ANY PIER.

14. PROVIDE MEANS FOR FIRE EXTINGUISHERS TO BE

LOCATED AND INSTALLED IN ALL LOCATIONS REQUIRED BY

NFPA 10 9.2.5.2.2. THRU 9.2.5.2.5. THE MAXIMUM TRAVEL

DISTANCE FROM A (MINIMUM 20LB) ABC DRY CHEMICAL

EXTINGUISHER (MINIMUM 1 LB/SEC DISCHARGE RATE)

SHALL BE 100 FT. A FIRE EXTINGUISHER SHALL ALSO BE

LOCATED AT THE STORAGE TANK AREA.

15. BOLLARDS SHALL BE CONSTRUCTED OF STEEL FILLED

WITH CONCRETE WITH A MINIMUM DIAMETER OF 15 INCHES.

BOLLARDS SHALL BE NO LESS THAN 3 FEET DEEP IN

CONCRETE FOOTINGS. TOP OF BOLLARDS SHALL BE AT A

MINIMUM HEIGHT EQUAL TO BASE FLOOD ELEVATION (AE

10). GRADE IS AT APPROXIMATELY 4 FEET, THEREFORE

BOLLARDS SHALL EXTEND APPROXIMATELY 6 FEET ABOVE

GRADE TO PROVIDE ADDITIONAL PROTECTION FOR TANK

AND DISPENSERS FROM IMPACT DURING A FLOOD EVENT.

SIGNAGE

16. PROVIDE WARNING SIGNS CONSPICUOUSLY POSTED IN

THE DISPENSING AREA THAT INCORPORATE THE

FOLLOWING WORDING:

16.1. WARNING

16.1.1. IT IS UNLAWFUL AND DANGEROUS TO DISPENSE

GASOLINE INTO UNAPPROVED CONTAINERS.

16.1.2. NO SMOKING.

16.1.3. STOP MOTOR.

16.1.4. NO FILLING OF PORTABLE CONTAINERS IN OR ON

A MOTOR VEHICLE.

16.1.5. PLACE CONTAINER ON GROUND BEFORE

FILLING.

16.1.6. DISCHARGE YOUR STATIC ELECTRICITY BEFORE

FUELING BY TOUCHING A METAL SURFACE AWAY

FROM THE NOZZLE.

16.1.7. DO NOT RE-ENTER YOUR VEHICLE WHEN

GASOLINE IS PUMPING.

16.1.8. IF A FIRE STARTS, DO NO REMOVE NOZZLE -

BACK AWAY IMMEDIATELY.

16.1.9. DO NOT ALLOW INDIVIDUALS UNDER LICENSE

AGE TO PUMP.

17. A SIGN SHALL WITH THE FOLLOWING LEGENDS (PRINTED IN

2" RED LETTERS ON A WHITE BACKGROUND)

CONSPICUOUSLY POSTED IN THE DISPENSING AREA:

17.1. BEFORE FUELING:

17.1.1. STOP ALL ENGINES AND AUXILIARIES.

17.1.2. SHUT OFF ALL ELECTRICITY, OPEN FLAMES AND

HEAT SOURCES.

17.1.3. CHECK ALL BILGES FOR FUEL VAPORS

17.1.4. EXTINGUISH ALL SMOKING MATERIALS.

17.1.5. CLOSE ACCESS FITTINGS AND OPENINGS THAT

COULD ALLOW FUEL VAPORS TO ENTER

ENCLOSED SPACES OF THE VESSEL.

17.2. DURING FUELING:

17.2.1. MAINTAIN NOZZLE CONTACT WITH FILL PIPE.

17.2.2. WIPE UP SPILLS IMMEDIATELY.

17.2.3. AVOID OVERFILLING.

17.2.4. FUEL NOZZLE MUST BE ATTENDED AT ALL TIMES.

17.3. AFTER FUELING:

17.3.1. INSPECT BILGES FOR LEAKAGE AND FUEL

ODORS.

17.3.2. VENTILATE UNTIL ODORS ARE REMOVED.

VENTING

18. VENT PIPING SHALL DISCHARGE ONLY IN AN UPWARD

DIRECTION WITH A TERMINATION POINT A MINIMUM OF 12FT

ABOVE GRADE.

19. EMERGENCY VENT SHALL REMAIN FULL SIZE ENTIRE

LENGTH, REDUCTION IN SIZE NOT PERMITTED PER

NFPA30A 4.3.5.1.

DISPENSER

20. FIELD VERIFY THAT DISPENSER LOCATION IS A MINIMUM OF

10FT FROM ALL PROPERTY LINES AND A MINIMUM OF 10FT

FROM ANY BUILDING AND THAT THE NOZZLE (100FT HOSE)

CANNOT REACH TO WITHIN 5FT OF ANY BUILDING

OPENINGS.

21. DISPENSER SHALL BE PROVIDED WITH A CASH AND

GALLONS DISPENSED DISPLAY.

22. THE DISPENSER SHALL BE BOLTED TO CONCRETE PAD.

23. THE DISPENSER WILL BE PROVIDED WITH A LEAK SENSOR/

DETECTION DEVICE TIED TO THE SYSTEM AUDIBLE/VISIBLE

ALARM.

24. HOSE REELS SHALL BE STAINLESS STEEL WITH 100 FT

HOSES.

25. HOSE REEL SHALL HAVE A MAX FLOW RATE OF 23 GPM.

26. HOSE REELS TO INCLUDE A BREAK AWAY DEVICE THAT

WILL RETAIN LIQUID ON BOTH SIDES OF THE BREAKAWAY

POINT.

27. NOT USED.

ELECTRICAL (COORDINATE WITH ELECTRICAL CONTRACTOR THE

FOLLOWING ITEMS:

28. PROVIDE A CLEARLY IDENTIFIED EMERGENCY SHUTOFF

DEVICE OR DISCONNECT BETWEEN 20FT AND 100FT FROM

THE DISPENSING DEVICE SERVED. PROVIDE LABEL AT

DEVICE, "EMERGENCY FUEL SHUTOFF". ELECTRICAL SHUT

OFF DEVICES SHALL BE INSTALLED AND CAPABLE OF

MEETING ALL REQUIREMENTS OF NFPA 30A SECTION 6.7.

29. A SECONDARY EMERGENCY STOP FOR THE SYSTEM WILL

BE REQUIRED INSIDE THE BUILDING. COORDINATE WITH

OWNER FOR EXACT LOCATION.

30. REFER TO NFPA 30A FIGURE 8.3.3 AND TABLE 8.3.3 FOR

AVAILABLE INSTALL LOCATIONS OF ELECTRICAL WIRING

AND EQUIPMENT.

31. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED AND

USED IN ACCORDANCE WITH REQUIREMENTS OF NFPA 70.

32. ALL ELECTRICAL WIRING FOR POWER AND LIGHTING SHALL

BE PROTECTED FROM A RELEASE FROM THE FUEL PIPING

SYSTEM.

33. CONTRACTOR SHALL PROVIDE 120V POWER FOR HIGHLINK

MONITORING SYSTEM AT STORAGE TANK.

ABOVE GROUND STORAGE TANK

34. ASSOCIATED COMPONENTS SHALL INCLUDE:

34.1. SUBMERSIBLE PUMP

34.2. ATMOSPHERIC VENT

34.3. EMERGENCY VENTS

34.4. AUDIBLE/VISUAL OVERFILL AND LEAK DETECTION

ALARM. ALARM SHALL BE ABLE TO NOTIFY USER OF

OVERFILL OR LEAK.

34.5. REMOTE FILL

34.5.1. REMOTE FILL SHALL HAVE A QUICK CONNECTION

WITH BALL VALVE, CHECK VALE AND HAND PUMP

(W/ VALVE) FOR SPILLS WITHIN THE

CONTAINMENT DEVICE.

35. FIELD VERIFY/MEASURE THAT TANK IS INSTALLED ATLEAST

15' FROM NEAREST BUILDING AND 25' FROM LOT LINE OR

PUBLIC WAY.

36. TANKS SHALL BE FILLED VIA LIQUID TIGHT CONNECTIONS.

37. THE ABOVE GROUND STORAGE TANK SHALL BE PROVIDED

WITH A FOUNDATION DESIGNED TO SUPPORT THE FULL

WEIGHT OF A FILLED TANK. THE FOUNDATION MAY BE

CONSTRUCTED OF CONCRETE. THIS CONCRETE PAD SHALL

BE DESIGNED AND CONSTRUCTED SO THAT THE SURFACE

SHALL DRAIN WATER AWAY TO MINIMIZE ANY CORROSION

TO THE TANK. THE TANK SHALL THEN BE WELDED TO

SUPPORTS AND BOLTED TO HOLD-DOWN PAD TO PREVENT

FLOTATION.

38. THE TANK SHALL BE PROVIDED WITH A LEAK SENSOR FOR

THE INTERSTITIAL SPACE BETWEEN TWO TANK WALLS.

39. THE CONTRACTOR SHALL VERIFY THAT THERE ARE NO

BELOW GRADE UTILITIES UNDERNEATH THE PROPOSED

TANK LOCATION AND THAT THERE ARE ALSO NO

OVERHEAD POWER LINES.

40. CONTRACTOR SHALL CONSULT MANUFACTURER

INSTALLATION GUIDELINES FOR ALL INSTALLATION,

HANDLING AND PLACEMENT REQUIREMENTS.

PIPING:

41. PIPING BETWEEN TANK AND DISPENSER(S) SHALL BE

DOUBLE WALL PIPING EQUAL TO C20A BY FLEX WORKS BY

OPW FUELING CONTAINMENT SYSTEMS (OPW-FCS) OR

EQUIVALENT. PROVIDE PIPING LEAK DETECTION FROM THE

VEEDER ROOT SYSTEM. SIGNAL SHALL BE SENT TO

AUDIBLE/VISUAL ALARM UPON LEAK DETECTION.

42. 2" I.D. PIPING SHALL BE USED FOR THE REC 90 FUEL.

43. WHEN INSTALLING THE FLEXIBLE DOUBLE WALL PIPE,

PROVIDE WITHIN OPW-FCS ACCESS PIPE (A LARGE

DIAMETER CORRUGATE FLEXIBLE PIPE THAT ADDS

ADDITIONAL PROTECTION TO THE FUEL PIPING).

44. PROVIDE FLEX PIPING CONNECTIONS BY OPW-FCS FOR ALL

CONNECTIONS ASSOCIATED WITH THE FLEXIBLE PIPING.

45. INSTALLING CONTRACTOR SHALL FOLLOW THE

MANUFACTURER'S RECOMMENDATIONS FOR PIPING TURNS

(REQUIRED RADIUS), PIPING CROSSOVERS, ETC.

46. INSTALLING CONTRACTOR SHALL FOLLOW THE

MANUFACTURER'S RECOMMENDATIONS FOR PIPING

BURIAL REQUIREMENTS SUCH AS TRENCH SIZING,

BEDDING/BACKFILL MATERIALS, REQUIRED PIPE SLOPING,

ETC.

47. PROVIDE A RISER PIPE ASSEMBLY FROM THE DISPENSER

SUMP TO THE DISPENSER ITSELF. PROVIDE WITH A FUSIBLE

LINK SHUT OFF VALVE IN PIPING AT CONNECTION BENEATH

THE DISPENSER. VALVE SHALL CLOSE AUTOMATICALLY IN

THE EVENT OF SEVERE IMPACT OF FIRE EXPOSURE. ALSO

PROVIDE A NORMALLY CLOSED SOLENOID VALVE TO

PREVENT FLOW WHEN DISPENSER IS NOT IN USE.

48. ENSURE ANY SHUTOFF AND CHECK VALVES ARE EQUIPPED

WITH A PRESSURE RELIEVING DEVICE THAT WILL RELIEVE

ANY PRESSURE GENERATED BY THERMAL EXPANSION OF

THE CONTAINED LIQUID BACK TO THE STORAGE TANK.

SUMPS:

49. PROVIDE A GRADE LEVEL FIBERGLASS TRANSITION SUMP

AT ABOVE GROUND STORAGE TANK AS VERTICAL PIPING

ROUTES TO UNDERGROUND (TO HOUSE CONNECTION

BETWEEN STEEL PIPING FROM ABOVE TO BELOW GRADE

FLEXIBLE PIPING). SUMP SHALL BE EQUAL TO GSE BY OPW.

SUMP SHALL INCLUDE A FIBERGLASS BASE WITH A 14-GA

POWDER COATED STEEL TOP. THIS SUMP SHALL BE

INSTALLED SO THE RISER ACCESS PORT IS ABOVE GRADE

BY ~3" WHILE THE ACCESS PORT RISER IS ABOVE GRADE

BY ~6". INSTALL PER MANUFACTURERS INSTALLATION

INSTRUCTIONS (INCLUDING ASSOCIATED CONCRETE PAD

AT SUMP).

50. PROVIDE A ONE PIECE POLYETHYLENE DISPENSER SUMP

EQUAL TO FLEX WORKS BY OPW FUELING CONTAINMENT

SYSTEMS MODEL DS SERIES. COORDINATE EXACT SIZE

BETWEEN OPW AND DISPENSER PROVIDER. COORDINATE

OPENING SIZE WITH DISPENSER CONCRETE PAD.

51. SUMPS SHALL INCLUDE EMERGENCY SHEAR VALVES AND

UNDERGROUND PIPING CONNECTIONS.

52. SUMPS SHALL INCLUDE AN AUTOMATIC FIRE

EXTINGUISHER BUILT INTO SUMP.

53. FOR ABOVE GRADE CONNECTIONS AT SUMPS, UTILIZE FLEX

WORKS PIPE ENTRY FITTINGS ASSOCIATED WITH SUMP

ALONG WITH OPW UV-RESISTANT PROTECTION BOOTS.

FOR BELOW GRADE CONNECTIONS AT BOOTS, PROVIDE

OPW RIGID ENTRY FITTINGS.

54. SEND A SIGNAL TO AUDIBLE/VISUAL ALARM UPON ANY

LEAD DETECTION AT SUMPS.

TESTING

55. ALL PIPING AND SECONDARY CONTAINMENT PIPING SHALL

BE TESTED BEFORE BEING COVERED, ENCLOSED, OR

PLACED IN SERVICE IN ACCORDANCE WITH SECTION 27.7

OF NFPA 30 AND PER THE MANUFACTURERS

REQUIREMENTS.

56. THE SECONDARY CONTAINMENT TYPE PIPING SHAVE HAVE

AN INTERSTITIAL SPACE TESTED HYDROSTATICALLY OR

WITH AIR PRESSURE AT MINIMUM GAUGE PRESSURE OF 5

PSI OR SHALL BE TESTED IN ACCORDANCE WITH THE

MANUFACTURERS INSTRUCTIONS. THE PRESSURE SOURCE

SHALL BE CLOSED FROM THE SYSTEM BEING TESTED TO

ENSURE THAT THE TEST IS BEING CONDUCTED IN A

CLOSED SYSTEM.

57. CONTRACTOR SHALL CONSULT MANUFACTURER

INSTALLATION GUIDELINES OF ABOVE GROUND TANK FOR

AIR TEST PROCEDURE.

MONITORING SYSTEM

58. PROVIDE FUEL LEVEL MONITORING SYSTEM. THIS SYSTEM

USES A WEB BASED SOFTWARE SYSTEM ACCESSIBLE VIA

SMART PHONE, TABLET OR WEB BROWSER. THIS SYSTEM

ALLOWS THE USER TO MONITOR THE TANK LEVELS,

RECONCILE INVENTORY, MONITOR FOR WATER, CROSS

CHECK FUEL VENDOR BILLS, PREVENT THEFT AND

SUSPICIOUS ACTIVITY AND GENERATE E-MAIL OR SMS

ALERTS. SOFTWARE TRAINING AND SUPPORT SHALL BE

INCLUDED IN PACKAGE. COORDINATE INSTALLATION WITH

MANUFACTURER INSTALLATION GUIDELINES.

59. CONTRACTOR SHALL PROVIDE/VERIFY THAT THERE IS A

MINIMUM 2-BAR VERIZON SIGNAL TYPICALLY AT THE SITE

FOR SYSTEM TO WORK, THAT 120V POWER IS AVAILABLE.

60. MONITORING REQUIRES ANNUAL FEES FOR DATA SERVICE

AND SOFTWARE LICENSES.

ADDITIONAL NOTES:

61. ALL EQUIPMENT, PIPING, SUMPS, ETC SHALL BE INSTALLED

PER MANUFACTURES INSTALLATION INSTRUCTIONS.

BASIS OF DESIGN

THE FOLLOWING SHALL BE CONSIDERED BASIS OF DESIGN. OTHER

MANUFACTURERS ARE ALLOWED TO BE SUBMITTED FOR PRIOR

APPROVAL DURING THE BIDDING PROCESS.

A. FUEL MONITORING CONTROLS PACKAGE: TLS4 BY VEEDER ROOT

B. POS SYSTEM: SQUARE REGISTER RETAIL KIT

C. FUEL STORAGE TANK: 10,000 GALLON (8FT DIAMETER) FIREGUARD

TANK BY HIGHLAND TANK CO. TANK SHALL BE SHIPPED TO SITE

UNDER VACUUM.

D. BELOW GRADE FUEL PIPING: BELOW GRADE FLEXIBLE FUEL PIPING

SHALL BE DOUBLE WALL PIPING EQUAL TO C20A (2" PIPE) BY FLEX

WORKS (OPW FUELING CONTAINMENT SYSTEMS).

E. TRANSITION SUMP: TRANSITION SUMP EQUAL TO GSE (GRADE LEVEL

TRANSITION SUMP) BY OPW.

F. DISPENSER SUMP: DISPENSER SUMP EQUAL TO DS SERIES SUMPS

BY FLEX WORKS (OPW FUELING CONTAINMENT SYSTEMS).

G. DISPENSER: WAYNE SELECT RETAIL DISPENSER

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CCO23002

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FUEL SYSTEM

SPECIFICATIONS

F-2

ABOVE GROUND EQUIPMENT SPECIFICATIONS / NOTES

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F-3

SYSTEM CONTROLS SPECIFICATIONS / NOTES

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FUEL SYSTEM

DETAILS

F-4

FILL GAUGE

CONTROL PANEL (x2): 1 FOR PUMP

PACKAGE AND ONE FOR OVERFILL

ALARM/LEAK DETECTION SYSTEM.

EACH REQUIRING 110 VAC.

REMOTE FILL WITH

SPILL CONTAINMENT

BALL VALVE

QUICK CONNECT

FILL CONNECTION

VAPOR RECOVERY

CHECK VALVE LINE

STRAINER (TYP)

OVERFILL

PREVENTION

VALVE

OPW EVR CERTIFIED

PRESSURE VACUUM

VENT

EMERGENCY

VENT

INTERSTITIAL

MONITOR

PIPE

SUBMERSIBLE

PUMP (TYP)

GATE

VALVE (TYP)

EXTERNAL

EMERGENCY

VALVE (TYP)

SOLENOID

VALVE (TYP)

ELECTRICAL

LINE TO

DISPENSERS

DISPENSER

(MINIMUM 25 FT

AWAY)

DISPENSER

SUMP

GRADE LEVEL

TRANSITION

SUMP

EMERGENCY SHUT

OFF VALVE

SCALE: NONE1

ABOVE GROUND STORAGE TANK ELEVATION

SCALE: NONE3

ABOVE GROUND STORAGE TANK PIPING DETAIL

HIGH-LINK LEVEL

SHIELD DETAIL

COMMUNICATION

BOX DETAIL

2"Ø HOLES TYP 4 TOTAL

5/8"Ø GROUNDING

HOLE IN SADDLE

(2) 102" x 6" HIGH

SADDLES

SEAL WELD TO TANK

SHIPMENT BANDING

HOLES (2) PER

SADDLE

4" INTERSTICE

THIS HEAD ONLY

3" LIGHTWEIGHT INSULATION MATERIAL WITHIN INTERSTICE

SEE HIGH-LINK LEVEL

MODULE DETAIL

NOTE: BOTTOM OF FILL COMPARTMENT,

OVERFILL ALARM AND ANY OTHER ALARM OR

CONTROL PANEL SHALL BE INSTALLED A

MINIMUM OF 54" ABOVE GRADE TO BE ABOVE

BASE FLOOD ELEVATION.

BOLT DOWN TO SLAB

(REFER TO FLOOR PLAN NOTES

FOR SPECIFICS)

SCALE: NONE2

STORAGE TANK STRAPPING DETAIL

3"x3/8" STAINLESS STEEL STRAPS WITH

NEOPRENE LINER (QTY OF 4 ACROSS TANK)

EPOXY FILLED DRILLED HOLE W/ 1-1/4", 3/16"

STAINLESS STEEL HEX HEAD ANCHOR BOLT.

TURNBUCKLE

THREADED TIE ROD TO HOLD TWO STRAPS

TOGETHER.

NOTE: AT EACH CONNECTION TO SLAB, DRILL AND

EPOXY 1-1/4" DIAMETER, 3/16" STAINLESS STEEL HEX

HEAD ANCHOR BOLT. PROVIDE 4" CLR DISTANCE FROM

EDGE OF PILE TO CENTER OF REBAR. PROVIDE A 10"

DEEP (MINIMUM) OPENING FOR EPOXY PROVIDING A

MINIMUM 37,000 LB HOLDING STRENGTH AT EACH SET

IN BOLT

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LINE LEAK DETECTION FOR FUEL

PIPING (REQUIRED FOR ALL

PIPING IN CONTACT WITH SOIL)

SHALL BE INSTALLED IN

ACCORDANCE WITH

MANUFACTURES INSTRUCTIONS

PROVIDE AND INSTALL PRV AND

PRESSURE RELIEF TUBING

DOWNSTREAM OF SOLENOID

VALVE TO ROUTE FUEL BACK TO

TANK IN THE EVENT OF

OVERPRESSURIZATION OF

ABOVE GRADE PIPING. INSTALL

PER MANUFACTURES

INSTALLATION INSTRUCTIONS.

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PERMIT SET

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CCO23002

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PERMIT SET

AutoCAD SHX Text 05.06.2024

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KAP

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AFM

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%%UDESIGN DATA

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TANK MATERIAL -

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THICKNESS -

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THICKNESS -

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EXT. FINISH -

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INT. FINISH -

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TANK TEST -

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OUTER- HEADS: 5/16", SHELL: 1/4"

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INNER- HEADS: 5/16", SHELL: 1/4"

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OPERATING PRESSURE -

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ATMOSPHERIC

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SP-6 BLAST, FINISH PAINT WHITE

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MILD CARBON STEEL

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CAPACITY : 10,000 GALLON

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MIN. GAUGE OR THICKNESS (PER U.L. 2085)

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CONSTRUCTION - INNER - LAP WELD OUTSIDE ONLY

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CONSTRUCTION - OUTER - LAP WELD OUTSIDE ONLY

AutoCAD SHX Text LABEL- UL 2085 AND FIREGUARD® PER sti PER sti

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TYPE: DOUBLE WALL TANK

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%%UFITTING LEGEND

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4" FEMALE FG COUPLING

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2" MONITOR PIPE WITH MALE NPT END

AutoCAD SHX Text 24" x 1/4" PLATE TIGHT BOLT MANWAY WITH 1/8" THICK FIBREFLEX GASKET

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NONE

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SPECIFIC GRAVITY = 1.0

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8" FFSO 150# FLANGE - PRIMARY EMERGENCY VENT USE ONLY

AutoCAD SHX Text 8" FFSO 150# FLANGE THROUGH OUTER SHELL ONLY, MARK WITH SPECIAL WARNING LABEL INTERSTITIAL EMERGENCY VENT USE ONLY

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2" FITTING THROUGH OUTER SHELL ONLY WITH CAST IRON PLUG- MFG USE ONLY

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OVERFILL

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BYPASS

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HIGH-LINK

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COMMUNICATION EQUIPMENT

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SYSTEM CONFIGURED WITH

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LEAK

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MAG

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SENSOR(S)

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INNER - 5 PSIG

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OUTER - 5 PSIG

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ADDENDUM #1

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10,000 GALLON, ABOVE

GROUND FUEL TANK

2" GASOLINE FUEL LINE ROUTED

FROM TANK OVER TO SERVE FUEL

DISPENSER

PROVIDE GRAVEL (CLASS 5)

AROUND PERIMETER OF

PAD TO FENCE

16'

33'

3 4

HOSE REEL

DISPENSER

13'-6"

4'-6

HOSE REEL

9'- 6"

REMOVABLE BOLLARD

FOR USE OF 7' GATE

27'-8 1/8"

1617 16 16 16 17

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FUEL SYSTEM

SITE PLAN

F-5

SHEET KEYNOTES

1. PROVIDE A CONCRETE PAD.

2. CONCRETE PAD. PROVIDE OPENING IN PAD CENTERED ON DISPENSER FOR DISPENSER SUMP (COORDINATE DIMENSIONS

WITH DISPENSER SUMP OPENING DIMENSIONS).

3. PROVIDE ONE FUEL DISPENSER WITH TWO HOSE REELS.

4. FURNISH AND INSTALL DISPENSER SUMP BELOW CONCRETE PAD FOR CONNECTION OF FUEL SUPPLY PIPING TO DISPENSER.

5. FURNISH AND INSTALL TRANSITION SUMP BELOW GRADE FOR CONNECTION OF ABOVE GRADE STEEL FUEL PIPING TO

BELOW GRADE, FLEXIBLE PIPING.

6. PROVIDE FENCE AROUND ABOVE GROUND STORAGE TANK. FENCE SHALL BE A MINIMUM OF 6FT TALL AND 10FT FROM THE

STORAGE TANK ON ALL SIDES.

7. PROVIDE BOLLARDS AROUND PERIMETER OF FENCE, NO MORE THAN 4FT SPACING ON CENTER. REFER TO GENERAL NOTE

#15 ON F-1 FOR ADDITIONAL DETAILS ON BOLLARD CONSTRUCTION.

8. PROVIDE A LOCKABLE DOUBLE SWING GATE (7 FT & 3 FT SECTIONS) IN THE FENCE TO ALLOW SECURED ENTRY TO STORAGE

TANK AREA.

9. NOT USED.

10. NOT USED.

11. PROVIDE FOUR BOLLARDS AT DISPENSER AREA AS SHOWN. REFER TO GENERAL NOTE #15 ON F-1 FOR ADDITIONAL DETAILS

ON BOLLARD CONSTRUCTION.

12. REMOTE FILL STATION. COORDINATE EXACT PIPE ROUTING TO STORAGE TANK WITH PIPE CONNECTION OPENINGS ON TANK.

13. WITHIN EXISTING ELECTRICAL ROOM, DEMO EXISTING VEEDER-ROOT TLS-350 MONITORING SYSTEM AND REPLACE WITH

NEW. REFER TO F-3 FOR NEW SYSTEM SPECIFICATIONS.

14. LOCATION OF INTERIOR EMERGENCY STOP AS DESCRIBED IN SPECS AND GENERAL NOTES OF THESE PLANS.

15. LOCATION OF EXTERIOR EMERGENCY STOP AS DESCRIBED IN SPECS AND GENERAL NOTES OF THESE PLANS.

16. PROVIDE 4 SETS OF STAINLESS STEEL STRAPS (OPTIONAL ACCESSORY BY HIGHLAND TANKS) WITH NEOPRENE LINERS FOR ELECTRICAL ISOLATION AND TANK PROTECTION. SECURE THE STRAPS ON EACH END TO THE STRUCTURAL SLAB WITH TURNBUCKLES AND ANCHOR BOLTS. THE MINIMUM DIMENSION OF THE HOLD DOWN STRAP SHALL BE 3"x3/8". AT EACH CONNECTION DRILL AND EPOXY 1-1/4" DIAMETER, 3/16" STAINLESS STEEL HEX HEAD ANCHOR BOLT. PROVIDE 4" CLR DISTANCE FROM EDGE OF PILE TO CENTER OF REBAR. PROVIDE A 10" DEEP (MINIMUM) OPENING FOR EPOXY PROVIDING A

MINIMUM 37,000 LB HOLDING STRENGTH AT EACH SET IN BOLT.

17. SECURE SADDLE TO STRUCTURAL SLAB (TYPICAL, 2 SADDLES, 2 BOLT CONNECTIONS EACH). AT EACH CONNECTION DRILL AND EPOXY 1-1/4" DIAMETER, 3/16" STAINLESS STEEL HEX HEAD ANCHOR BOLT. PROVIDE 4" CLR DISTANCE FROM EDGE OF PILE TO CENTER OF REBAR. PROVIDE A 10" DEEP (MINIMUM) OPENING FOR EPOXY PROVIDING A MINIMUM 37,000 LB HOLDING

STRENGTH AT EACH SET IN BOLT.

18. ROUTE FUEL PIPING PARALLEL TO SEAWALL, A MINIMUM OF 12 FT FROM EDGE OF SEAWALL CAP. ROUTE PIPING TO DISPENSERS PERPENDICULAR TO SEAWALL TO MINIMIZE CONFLICT WITH SEAWALL INSTALLATION.

GENERAL SHEET NOTES

A. FIELD VERIFY EXACT ROUTING OF UNDERGROUND PIPING PRIOR

TO ORDERING MATERIAL AND ANY ON SITE DIGGING.

B. THE STORAGE TANK IS LOCATED AT 26 FT FROM THE NEAREST

PROPERTY LINE, 56 FT FROM THE SEA WALL AND 32 FT FROM THE

BUILDING ON PROPERTY. PER NFPA 30 TABLE 22.4.1.1(a), THE

MINIMUM DISTANCE FROM THE NEAREST PROPERTY LINE AND

NEAREST DISTANCE FROM ANY PUBLIC WAY CAN BE 50% OF THAT

LISTED IN TABLE 22.4.1.1(b). THEREFORE THE MINIMUM DISTANCE

FROM THE PROPERTY LINE IS 7.5 FT AND FROM THE NEAREST

PUBLIC WAY IS 2.5 FT.

C. SEAWALL ELEVATION AT 4.2' NAVD.

SCALE: 1" = 20' 0 20' 40'10'

NORTH

PROPERTY SITE PLAN

SCALE: 1/4" = 1'-0" 0 4' 8'2'

NORTH

ENLARGED PLAN (TANK)

SCALE: 1/4" = 1'-0" 0 4' 8'2'

NORTH

ENLARGED PLAN (DISPENSER)

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DESTROYED CONCRETE AREA (COVERED IN SHELL)

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BOAT RAMP

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EXIST. BUILDING

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EXIST. SHED

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SEAWALL

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SEAWALL

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SEAWALL

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FUEL DOCK

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DOCK

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REVISION

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DATE

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NO.

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ISSUE:

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ISSUE DATE:

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DRAWN BY:

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CHECKED BY:

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PROJECT NUMBER:

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PERMIT SET

AutoCAD SHX Text 05.06.2024

AutoCAD SHX Text

CCO23002

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PERMIT SET

AutoCAD SHX Text 05.06.2024

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KAP

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AFM

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ADDENDUM #1

AutoCAD SHX Text 07.16.2024

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ADDENDUM #2

AutoCAD SHX Text 08.14.2024

A2