OC_FS_42_Fuel_System_Replacement_-_100%_Drawings.pdf

PDF 4 MB Posted Jul 13, 2022

Attached to: Fire Station #42 and #50 Fuel Storage Systems Replacement
Solicitation number: Y22-7043
Issued by: Orange County, Orlando City, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

These are 100% design drawings for the Orange County Fire Station #42 Petroleum Storage and Distribution System Replacement project, prepared by Stillwater Technologies for Orange County, Florida. The comprehensive set of technical engineering documents details the complete removal and replacement of existing underground storage tanks (USTs), including a 2,500-gallon diesel UST and a 1,000-gallon gas UST at Fire Station #42, located at 5420 Silver Star Road in Orlando. The drawings provide extensive technical specifications for the new fuel system, including installation of a new 1,000-gallon double-walled underground storage tank, new dispensers, electrical systems, tank monitoring equipment, and associated site work. The project involves complete demolition of existing fuel infrastructure and installation of a modern, code-compliant petroleum storage and distribution system.

The project documents indicate a total estimated cost of $494,000.00, with sealed electronic responses to be submitted through the OpenGov e-Procurement Platform by 4:00 pm EST on August 23, 2022. The design drawings demonstrate compliance with multiple technical standards, including NFPA codes, Florida Building Code 2020, and specific requirements for underground and aboveground storage tank systems. The technical specifications cover detailed aspects such as tank anchoring, electrical conduit routing, grounding details, and site preparation, with precise engineering calculations for wind loads, tank positioning, and system components. The project appears to be funded through Orange County's capital infrastructure budget and is designed to modernize and improve fuel storage capabilities for emergency response vehicles.

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Other files

File	Type	Posted
Y22-7043-MB.pdf	PDF	Jul 14, 2022
OC_FS_50_Fuel_System_Replacement_-_100%_Drawings.pdf	PDF	Jul 13, 2022
OC_FS_42_Fuel_System_Replacement_-_100%_Specifications.pdf	PDF	Jul 13, 2022
OC_FS_50_Fuel_System_Replacement_-_100%_Specifications.pdf	PDF	Jul 13, 2022

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ORANGE COUNTY FIRE STATION #42

PETROLEUM STORAGE AND

DISTRIBUTION SYSTEM PLANS

5420 Silver Star Road

Orlando, Florida 32808

GENERAL WORK SCOPE STATEMENT:

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PARCEL ID #18-22-29-0000-00-048 FDEP Facility ID: 8520441

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VICINITY SKETCH

LOCATION SKETCH

SITE

COVER SHEET

GENERAL SITE AND WORK AREA PLAN

1G01

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INDEX OF DRAWINGS INCL.

PETROLEUM

PETROLEUM SYSTEM INSTALLATION AND DIMENSION PLAN

SITE

Know what's below.

Call before you dig.

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4PE03 UST EXCAVATION DETAILS AND SPECS; PIPING DETAILS

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7PE06 UST ANCHORING DETAILS AND CALCULATIONS

6PE05 DISPENSER AREA DETAILS

PETROLEUM SYSTEM ELECTRICAL INFORMATION9E01

AutoCAD SHX Text THE PROPOSED WORK WILL CONSIST OF THE REMOVAL AN EXISTING 2,500-GALLON DIESEL UNDERGROUND STORAGE TANK (UST) AND A 1,000-GALLON GASOLINE UST. A NEW 1,000-GALLON DIESEL UST AND A NEW 285-GALLON GASOLINE ABOVEGROUND STORAGE TANK WILL BE INSTALLED. THE EXISTING TWO (2) FUEL DISPENSERS AND ASSOCIATED ISLAND WILL BE REMOVED AND REPLACED WITH NEW DISPENSERS AND HARDWARE. HOSE RETRACTORS WILL BE INSTALLED. A NEW FUEL MANAGEMENT SYSTEM AND TANK MONITOR SYSTEM WILL BE INSTALLED. A NEW LIGHT POLE AND FIXTURE WILL BE INSTALLED. A NEW E-STOP SWITCH WILL BE INSTALLED.

AutoCAD SHX Text R

AutoCAD SHX Text CODE REFERENCES: THE SYSTEM SHALL BE DESIGNED IN FULL COMPLIANCE WITH THE LATEST EDITION OF THE APPLICABLE SECTIONS OF THE FOLLOWING CODES, STANDARDS, AND GUIDELINES. WHERE CONFLICT EXISTS, CONTRACTOR SHALL FOLLOW THE MOST STRINGENT REQUIREMENTS. IN CASE OF A CONFLICT BETWEEN THE UNIFORM FIRE CODE AND THE NATIONAL FIRE PREVENTION ASSOCIATION STANDARDS, THE MOST STRINGENT CONDITION SHALL APPLY: FLORIDA BUILDING CODE 2020 EDITION AS APPLICABLE NFPA 1-FIRE CODE 2018 EDITION CHAPTER 66.22 AS APPLICABLE NFPA 30-FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 2018 EDITION NFPA 30A- CODE FOR MOTOR FUEL DISPENSING FACILITIES CODE 2018 EDITION NFPA 70-NATIONAL ELECTRIC CODE 2017 EDITION FACTORY MUTUAL (FM) UNDERWRITERS LABORATORY (UL) OTHER STATE OR COUNTY CODES AS APPLICABLE. COMPLY WITH ALL APPLICABLE SECTIONS OF NEC 514 INCLUDING SWITCH NEUTRAL BREAKERS, SEALOFFS AND AREA HAZARD CLASSIFICATIONS.

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N: 1542909.51 E: 510255.64

Elevation: 85.05'

OVERALL SITE AND WORK AREA PLAN1

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DEMOLITION PLAN2

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FIRE STATION ELEC. ROOM

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REMOVE DISPENSER AND CONTAINMENT (TYP. OF 2)

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EXISTING 1,000-GAL. GAS UST TO BE REMOVED

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TWO (2) EXISTING VENT RISERS AND LIGHT POLE AND FOUNDATION TO BE REMOVED

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EXISTING 2,500-GAL. DIESEL UST TO BE REMOVED

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LIMITS OF EXTERIOR BUILDING WALL PER SURVEY

AutoCAD SHX Text APPROXIMATE LIMITS OF DEMOLITION FOR REPLACEMENT OF UNDERGROUND STORAGE TANKS, FUEL SYSTEM, AND ELECTRICAL TRENCH TO BLDG.

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REMOVE RAISED ISLAND

AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING SENSOR LOOP AND GATE KEYPAD TO BE PROTECTED AND REPLACED FOLLOWING CONSTRUCTION IF DAMAGED

AutoCAD SHX Text APPROXIMATE LOCATION OF UNDERGROUND SEWER UTILITY TO BE PROTECTED DURING CONSTRUCTION

AutoCAD SHX Text PROJECT LIMITS ON WEST SIDE OF PROJECT REQUIRED FOR CONTINUOUS OPERATION OF ALL FIRE STATION SERVICE BAYS. PROJECT CONSTRUCTION OPERATIONS SHALL NOT INTERFERE WITH THIS BOUNDARY WITHOUT OWNER APPROVAL. PROVIDE CONCRETE JERSEY BARRIERS TO PROTECT WORK AREA

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EXISTING E-STOP TO BE REMOVED; SAVE CONDUITS FOR REUSE

AutoCAD SHX Text NOTE: : TANK CLOSURE SAMPLING AND REPORTING REQUIREMENTS WILL BE BY OWNER. TANK REMOVAL IS BY CONTRACTOR. COORDINATE SCOPE WITH OWNER PRIOR TO CONSTRUCTION.

AutoCAD SHX Text 1" = 30'

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AutoCAD SHX Text SCOPE OF WORK (PETROLEUM CONTRACTOR): 1. DISCONNECT ALL ELECTRICAL AND SAVE ALL CONDUITS FOR REUSE. DISCONNECT ALL ELECTRICAL AND SAVE ALL CONDUITS FOR REUSE. 2. REMOVE PAVING AND OTHER MATERIALS AS NECESSARY TO REMOVE PAVING AND OTHER MATERIALS AS NECESSARY TO FACILITATE THE PROJECT. 3. REMOVE EXISTING TWO PUMPS/DISPENSERS AND SUMPS. REMOVE EXISTING TWO PUMPS/DISPENSERS AND SUMPS. 4. REMOVE ONE LIGHT FIXTURES, FOUNDATION, AND POLE. REMOVE ONE LIGHT FIXTURES, FOUNDATION, AND POLE. 5. REMOVE EXISTING FOUR BOLLARDS AND RAISED ISLAND FORM. REMOVE EXISTING FOUR BOLLARDS AND RAISED ISLAND FORM. 6. EXCAVATE WITH CARE SO AS TO SAVE ALL CONDUITS FOR REUSE. EXCAVATE WITH CARE SO AS TO SAVE ALL CONDUITS FOR REUSE. 7. REMOVE TWO (2) EXISTING UNDERGROUND STORAGE TANKS (2,500K REMOVE TWO (2) EXISTING UNDERGROUND STORAGE TANKS (2,500K AND 1.000K). 8. PREPARE THE WORK AREA. PREPARE THE WORK AREA. 9. FORM AND POUR CONCRETE TANK/SERVICE SLAB PER PLANS. FORM AND POUR CONCRETE TANK/SERVICE SLAB PER PLANS. 10. FURNISH AND INSTALL ONE (1) 285-GALLON UL-2085 FURNISH AND INSTALL ONE (1) 285-GALLON UL-2085 ABOVEGROUND STORAGE TANK FOR GAS. 11. FURNISH AND INSTALL ONE (1) 1,000-GALLON DOUBLE-WALLED FURNISH AND INSTALL ONE (1) 1,000-GALLON DOUBLE-WALLED STEEL UNDERGROUND STORAGE TANK FOR DIESEL. 12. INSTALL NEW LIGHT POLE, FOUNDATION AND FIXTURE. INSTALL NEW LIGHT POLE, FOUNDATION AND FIXTURE. 13. EXCAVATE AN ELECTRICAL TRENCH FROM THE NEW FUELING AREA EXCAVATE AN ELECTRICAL TRENCH FROM THE NEW FUELING AREA TO THE BUILDING AS NECESSARY. 14. REUSE AND EXTEND EXISTING CONDUITS AS NECESSARY. REUSE AND EXTEND EXISTING CONDUITS AS NECESSARY. 15. REPLACE CONDUCTORS AS NECESSARY. REPLACE CONDUCTORS AS NECESSARY. 16. PROVIDE AND INSTALL ALL REQUIRED TANK FITTINGS FOR COMPLETE PROVIDE AND INSTALL ALL REQUIRED TANK FITTINGS FOR COMPLETE OPERATION. 17. PROVIDE AND INSTALL A TANK-MOUNTED SUCTION PUMP ON THE PROVIDE AND INSTALL A TANK-MOUNTED SUCTION PUMP ON THE AST. 18. PROVIDE AND INSTALL A DISPENSER, CONTAINMENT SUMP, AND PROVIDE AND INSTALL A DISPENSER, CONTAINMENT SUMP, AND RAISED DISPENSER ISLAND FOR DIESEL DISPENSING. 19. PROVIDE AND INSTALL TWO HOSE RETRACTORS. PROVIDE AND INSTALL TWO HOSE RETRACTORS. 20. REPLACE/INSTALL CONCRETE DRIVE SLAB AT EXISTING TANK REPLACE/INSTALL CONCRETE DRIVE SLAB AT EXISTING TANK MANHOLES PER PLANS. 21. FURNISH AND INSTALL TANK MONITOR AND FUEL MANAGEMENT FURNISH AND INSTALL TANK MONITOR AND FUEL MANAGEMENT SYSTEMS PER PLANS. 22. COMPLETE AND ACTIVATE THE NEW EQUIPMENT. COMPLETE AND ACTIVATE THE NEW EQUIPMENT. 23. PROVIDE AND INSTALL ANY OTHER FITTINGS AND EQUIPMENT AS PROVIDE AND INSTALL ANY OTHER FITTINGS AND EQUIPMENT AS APPROPRIATE FOR A FULL AND COMPLETE OPERATIONAL SYSTEM. 24. CLEAN THE SITE OF DEBRIS CAUSED BY CONTRACTOR. CLEAN THE SITE OF DEBRIS CAUSED BY CONTRACTOR.

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INSTALLATION PLAN1

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AutoCAD SHX Text EJ WARD CARD READER AND OMNTEC TANK MONITORING SYSTEM ASSEMBLY; MOUNT OVERFILL ALARM (IF OWNER REQUIRED) TO EXTERIOR OF OMNTEC BOX

AutoCAD SHX Text PROJECT BOUNDARY ON WEST SIDE OF PROJECT REQUIRED FOR CONTINUOUS OPERATION OF ALL FIRE STATION SERVICE BAYS. PROJECT CONSTRUCTION OPERATIONS SHALL NOT INTERFERE WITH THIS BOUNDARY WITHOUT OWNER APPROVAL. PROVIDE CONCRETE JERSEY BARRIERS TO PROTECT WORK AREA

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STP

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NEW RAISED DISPENSER ISLAND

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NEW 6" STEEL BOLLARD(TYP. OF 4)

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NEW 1,000-GALLON 4' DOUBLEWALLED UNDERGROUND STORAGE TANK

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NEW SINGLE PRODUCT/SINGLE SIDED DIESEL DISPENSER WITH HIGH HOSE RETRIEVER

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NEW LIGHT POLE, (2) NEW LED FIXTURES, AND NEW FOUNDATION

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TANK-TOP MOUNTED SUCTION PUMP

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APPROXIMATE LIMITS OF NEW CONCRETE REPLACEMENT 8" THICK 4,000 PSI DRIVE SLAB

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INTERSTITIAL SENSOR

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42" SUMP WITH SUBMERSIBLE PUMP AND VENT

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TANK MONITOR

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FILL/SPILL BUCKET

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TANK-TOP MOUNTED FILL CONTAINER

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TANK MOUNTED STEP TO FACILITATE FILLING

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NEW FUELING SYSTEM SUB-PANEL (SEE ELECTRICAL SHEET)

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NEW E-STOP LOCATION BETWEEN BAY DOORS

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NEW 285-GALLON UL2085 WALLED ABOVEGROUND GAS STORAGE TANK

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NEW HIGH-HOSE RETRIEVER (TYP. OF 2)

AutoCAD SHX Text NOTES: : 1) CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AND MATERIALS FOR A COMPLETE OPERATIONAL SITE 2) EJ WARD CARD READER SHALL BE MODEL #FCT-IOT-SH REV1; THIS IS THE COUNTY REQUIRED STANDARD AND CANNOT BE SUBSTITUTED 3) OMNTEC TANK MONITOR CONSOLE SHALL BE MODEL #OEL8000IIIK4; THIS IS THE COUNTY STANDARD AND CANNOT BE SUBSTITUTED

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2" DOUBLE WALLED SEMI-RIGID DIESEL PRODUCT PIPE

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2" SINGLE WALLED SEMI-RIGID DIESEL VENT PIPE

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RUN VENT RISER UP NEW LIGHT POLE

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TANK SPECIFICATIONS

DET A DET B

1 4' DIA. 1.000-GALLON DOUBLE-WALLED TANK AND EXCAVATION SECTION (TYPICAL)

NOTES:

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EXACT LOCATION OF RISERS AND

STP SUMPS

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CONCRETE INSTALLATION. ALL

CONCRETE ADJACENT TO EXISTING

CONCRETE SHALL BE DOWELED IN

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3 VENT RISER DETAILS

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SEE DETAIL SHEET 'PE07' FOR DOWELED JOINTS WHERE NEW MEETS EX.

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AutoCAD SHX Text Tighten all tank fittings. Locate a pressure gauge in the vent/monitor fitting in the secondary

AutoCAD SHX Text pressurized tank. Never pressurize the secondary (outer) tank without pressurizing the primary

AutoCAD SHX Text F. PRE-INSTALLATION PRESSURE TEST, AIR: Extreme care is to be used around and near the

AutoCAD SHX Text %%UDouble Wall

AutoCAD SHX Text After-Installation Pressure Test, Air or Hydrostatic

AutoCAD SHX Text The Contractor is responsible for all labor, material and equipment necessary to conduct the

AutoCAD SHX Text damage and will become aware of the course of action to be followed.

AutoCAD SHX Text DO NOT install a tank which shows any evidence of a leak. The Owner is to be notified of any

AutoCAD SHX Text Never pressurize the secondary (outer) tank without pressurizing the primary (inner) tank first.

AutoCAD SHX Text moving the tank or removing any fittings.

AutoCAD SHX Text USE EXTREME CARE AROUND AND NEAR THE PRESSURIZED TANK. Relieve the pressure prior to

AutoCAD SHX Text Copies of all tank tests shall be furnished to the Owner upon request.

AutoCAD SHX Text and in accordance with PEI accepted industry practices.

AutoCAD SHX Text The pressure/vacuum application system is be in accordance with the tank manufacturer's

AutoCAD SHX Text The Owner, MUST observe all tests. Notify at least 48 hours in advance of any tests.

AutoCAD SHX Text must be performed and recorded on acceptable forms.

AutoCAD SHX Text A vacuum on the annular space is substitute for the pre-installation test. All installation tests

AutoCAD SHX Text removed from the tank and the vacuum on the annular space must be released.

AutoCAD SHX Text A. PRE-INSTALLATION TEST SET UP: Prior to the pre-installation test, all shipping pads must be

AutoCAD SHX Text H. INSTALLATION WITH ALTERNATE MATERIALS: All alternate materials must receive written approval from

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3. Backfill to subgrade after piping and testing is completed.

AutoCAD SHX Text around and under the tanks. Add backfill evenly around the tanks up to the tops

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2. Place second 12" lift or backfill evenly around the tanks. Again, repeat the "working" or backfill

AutoCAD SHX Text prescribed by current OSHA regulations.

AutoCAD SHX Text If a man will be in the hole to "work" the backfill, hole must be shored or side sloped as

AutoCAD SHX Text the tank. Procedure can be done from bank or adjacent tank top.

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1. Place a 12" lift of backfill evenly around the tanks. Push backfill completely underneath and around

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G. INSTALLATION WITH APPROVED MATERIALS:

AutoCAD SHX Text Tanks that exceed the acceptable slope or that slope downward to the remote pump end are

AutoCAD SHX Text slope is 4" maximum and 1" minimum; with the fill end lower than remote pump end of the tank.

AutoCAD SHX Text of 2" difference between the two extreme openings of the tank is desired. The acceptable range of

AutoCAD SHX Text F. SETTING: Set tanks on prepared bed with a slope downward toward the fill end of the tank. A slope

AutoCAD SHX Text become aware of the course of action.

AutoCAD SHX Text

2. If the tank is damaged at any other time, do not attempt repairs. Notify the Owner who will

AutoCAD SHX Text documents and notify the Owner. Contact the tank manufacturer for additional

AutoCAD SHX Text

1. Inspect all tanks carefully for signs of damage upon receipt. Note any damage on the shipping

AutoCAD SHX Text dust cap or steel plugs in place or a 5 psi pressure relief valve in place at all times.

AutoCAD SHX Text remain in each opening until ready for the pre-installation pressure test. All tanks must have either a

AutoCAD SHX Text D. OPENINGS: All tanks are shipped with dust covers or steel plugs in each opening. Dust covers are to

AutoCAD SHX Text nylon or hemp rope over each tank and secure to stakes of adequate size to prevent movement of

AutoCAD SHX Text ready for installation. If windy conditions exist or are expected, anchor tanks using minimum 1/2"

AutoCAD SHX Text C. CHOCKING: Tanks are to be chocked in accordance with manufacturer's recommendation until

AutoCAD SHX Text EXCEPTION - Tank can be rolled up to 90%%D on a smooth clean surface.

AutoCAD SHX Text smooth ground, free of rocks and foreign objects.

AutoCAD SHX Text of at least 45%%D at each lifting lug. Never roll or use cables or chains around a tank. Set on

AutoCAD SHX Text lift by lifting lug(s). On large tanks, greater than 8' diameter, use a spreader bar to ensure a lift angle

AutoCAD SHX Text B. LIFTING & MOVING: When lifting or moving a tank, always use properly sized equipment and

AutoCAD SHX Text A crane or backhoe of sufficient lifting capacity must be used. The weight of the double wall

AutoCAD SHX Text A. RESPONSIBILITY: The Contractor is responsible for off-loading the tanks from the delivery vehicle.

AutoCAD SHX Text valve, high hose retractor, nozzle swivels, flow limiter, anti-kink springs, swivel stops, clamps, AutoCAD SHX Text Assemblies: Adapters, dust caps and nameplate holders. Phase II Equipment: Anti-Recirculation

AutoCAD SHX Text

2. Other Contractor supplied equipment included vapor recovery (when specified) Phase I

AutoCAD SHX Text Manufacturer are to be installed by Contractor in accordance with the plans and specifications

AutoCAD SHX Text

1. Double-wall Glasteel, fiberglass reinforced plastic (FRP) coated steel storage tanks as supplied by

AutoCAD SHX Text

1.5 DOUBLE WALL GLASTEEL / FRP TANK INSTALLATION:

AutoCAD SHX Text pump motor until ballast water has been removed from tank.

AutoCAD SHX Text DURING INSTALLATION. Do not remove ballast until tank slab has been poured. Do not set remote

AutoCAD SHX Text

CAUTION - BALLAST LEVEL MUST NEVER EXCEED WATER OR BACKFILL LEVEL IN THE HOLE

AutoCAD SHX Text backfill is to top of tank. After backfill to top of tank, fill tank with water until completion of

AutoCAD SHX Text partially fill with water until it sinks firmly on the bed. Use only enough water to ballast tank until

AutoCAD SHX Text followed. Install filter fabric, tie-down "logs" and bedding as specified elsewhere. Set tank in hole, AutoCAD SHX Text a "Dry Hole Condition", Owner is to be notified and will determine the course of action to be

AutoCAD SHX Text Attempt to pump water from the tank hole to maintain a "Dry Hole Condition". If unable to obtain

AutoCAD SHX Text subsurface water will enter the tank hole to a depth of 36" or greater above the bottom of the

AutoCAD SHX Text Tanks, with backfill to top of tanks, must be ballasted if there is any chance that surface or

AutoCAD SHX Text Clean water is to be used as a ballast under all conditions where ballast is required.

AutoCAD SHX Text compaction test for certification of fill at the Owner's expense. Compaction shall be at least 90% of

AutoCAD SHX Text Spread material in lifts not to exceed 12 inches and tamp thoroughly. Contractor shall provide a

AutoCAD SHX Text All fill material shall be of select sand granular nature, free from vegetation and extraneous material.

AutoCAD SHX Text design, materials, equipment, permits, etc., for shoring or side sloping a hole.

AutoCAD SHX Text be adhered to as though specificed in Company specifications. The Contractor is responsible for any

AutoCAD SHX Text No exceptions. State or local requirements that are more restrictive than Company specifications are to

AutoCAD SHX Text or side sloped as prescribed by current OSHA regulations abd the Trench Safety Act of 1986.

AutoCAD SHX Text No person shall enter a tank hole excavation below the 5 ft. deep level unless the walls are shored

AutoCAD SHX Text

a. The minimum depth of cover is 3'-0" and the maximum is 7'-0".

AutoCAD SHX Text (Measure at the Remove Pump opening).

AutoCAD SHX Text runs, to the pump blocks and vent risers, pipe burial depth, yard slope and the following criteria:

AutoCAD SHX Text

1. Contractor is responsible for establishing the tank hole depth, considering the length of piping

AutoCAD SHX Text Refer to "Alternate Backfill Materials", below.

AutoCAD SHX Text Contractor. If permanent shoring is used, follow "Stable Soil" size criteria.

AutoCAD SHX Text

4. Permanent shoring may be used to stabilize the walls of the tank hole, at the discretion of the

AutoCAD SHX Text

3. Filter fabric will be used to line the STP sump where pea gravel is utilized.

AutoCAD SHX Text diameter between the tank sides/end caps and the wall of the tank hole.

AutoCAD SHX Text

2. Size excavation perimeter to allow 24" minimum between tanks and a minimum of quarter the tank

AutoCAD SHX Text lbs./sq.ft Loose sand, muck, bog, peat, swamp or landfill where soil is soft are generally

AutoCAD SHX Text unconfined compression test, or soils with an ultimate bearing capacity of less than 3,500

AutoCAD SHX Text

1. Unstable soil is defined as having less than 750 lbs./sq. ft. cohesion, as calculated from an

AutoCAD SHX Text and 24" minimum between tank sides and end caps and the wall of the tank hole.

AutoCAD SHX Text B. TANK HOLE SIZE IN STABLE SOIL: Size excavation perimeter to allow 24" minimum between tanks

AutoCAD SHX Text Owner for instructions before proceeding with the excavation.

AutoCAD SHX Text A. EXCAVATION: If unexpected water condition or rock is encountered, immediately contact the

AutoCAD SHX Text

D. LEAKING TANKS:

AutoCAD SHX Text (inner) tank.

AutoCAD SHX Text

1. Primary (Inner) Tank Test:

AutoCAD SHX Text following tests:

AutoCAD SHX Text

E. SCOPE OF WORK:

AutoCAD SHX Text Pre-Installation Pressure Test, Air

AutoCAD SHX Text

C. PRESSURE/VACUUM APPLICATION SYSTEM:

AutoCAD SHX Text

B. NOTIFICATION:

AutoCAD SHX Text

1.7 TANK TESTING

AutoCAD SHX Text the tank manufacturer.

AutoCAD SHX Text improperly set and will be reset.

AutoCAD SHX Text

E. DAMAGE:

AutoCAD SHX Text of the tanks.

AutoCAD SHX Text information.

AutoCAD SHX Text the tanks.

AutoCAD SHX Text tank is approximately 14,000 pounds.

AutoCAD SHX Text

1.6 HANDLING OF TANKS:

AutoCAD SHX Text extension.

AutoCAD SHX Text installation. All necessary dewatering permits (ie. NPDES shall be obtained as required by regulatory

AutoCAD SHX Text

A. MATERIALS:

AutoCAD SHX Text %%UNominal Gallons

AutoCAD SHX Text as supplied by manufacturer.

AutoCAD SHX Text

C. WET HOLE CONDITION:

AutoCAD SHX Text

B. DRY HOLE CONDITION:

AutoCAD SHX Text

A. MATERIALS

AutoCAD SHX Text

1.4 BALLAST

AutoCAD SHX Text

F. FILL AND BACKFILL:

AutoCAD SHX Text tanks.

AutoCAD SHX Text the Modified Proctor density.

AutoCAD SHX Text

E. SAFETY REQUIREMENT:

AutoCAD SHX Text

D. DEPTH OF TANK HOLE:

AutoCAD SHX Text considered unstable soils.

AutoCAD SHX Text

C. TANK HOLE SIZE IN UNSTABLE SOIL:

AutoCAD SHX Text

1.3 EXCAVATION AND BACKFILL:

AutoCAD SHX Text

1. CLEAN SAND: Select coarse granular material, clean and fee of any deleterious matter or debris.

AutoCAD SHX Text Excess fabric at top of the hole should be folded over the backfill material at subgrade level.

AutoCAD SHX Text NOTE: Bedding material, tie-down "logs" and sample wells are to be placed on the top of the filter fabric.

AutoCAD SHX Text for quality and soundness. The dry gavel density must be a minimum of 95 pounds per cubic foot.

AutoCAD SHX Text NOTE: Approved materials must be dry, free of ice and snow, and meet ASTM C-33, Paragraph 7.1

AutoCAD SHX Text

3. STONE OR GRAVEL CRUSHINGS: Washed material with a particle size between 1/8" and 1/2". Up

AutoCAD SHX Text

2. PEA GRAVEL: A clean, naturally rounded aggregate with a 1/8" minimum and a 3/4" maximum

AutoCAD SHX Text fillboxes by filling with water for a minimum of one hour. There should be no drop in the water level during

AutoCAD SHX Text N. INSTALLING THE SPILL CONTAINMENT FILLBOX: The spill containment fillbox must be liquid tight. Test all

AutoCAD SHX Text M. INSTALLING THE CONTAINMENT SUMP: The containment sump must be watertight to prevent

AutoCAD SHX Text L. INTERSTITIAL MONITOR: Install monitoring gauge in riser provided by tank manufacturer. Test per FAC 62-761.

AutoCAD SHX Text off the top of the tank. This shall be considered for the slope of the piping and thus may affect the

AutoCAD SHX Text feet and a maximum of 7 feet. The fittings, if a manway is used, will be approximately 5 to 6 inches

AutoCAD SHX Text J. BURIAL DEPTH: The burial depth from the top of the tank to ground level shall be a minimum of 3

AutoCAD SHX Text secondary (outer) tank with a fluid. If the tanks are ballasted, conduct Hydrostatic Test (instead of

AutoCAD SHX Text I. BALLASTING: Only the primary (inner) tank shall be used when ballasting the tank. Never fill the

AutoCAD SHX Text If a hydrostatic test is required by a local agency, the contractor is to isolate the tank for testing and

AutoCAD SHX Text responsibility. The Owner is to be notified of any damage and will be made aware of the

AutoCAD SHX Text is to be kept in the system. Any damage incurred to the tank during the installation will be contractor's

AutoCAD SHX Text H. POST-INSTALLATION PRESSURE TEST, HYDROSTATIC: No tank that shows any evidence of a leak

AutoCAD SHX Text monitor the pressure gauge for a minimum of 1/2 hour. There should be no pressure increase in

AutoCAD SHX Text the primary (inner) tank to a minimum of 4 psi (maximum 5 psi). Soap all tank fittings and

AutoCAD SHX Text the primary (inner) tank fittings and connect the air pressure hose to this same fitting. Pressurize

AutoCAD SHX Text secondary (outer) tank. Locate a second pressure gauge with a 5 psi pressure relief, to one of

AutoCAD SHX Text tank fittings. Locate a pressure gauge in one of the annular space monitor fittings in the

AutoCAD SHX Text

1. Primary (Inner) Tank Test: Perform this test with all tank risers and fittings attached. Tighten all

AutoCAD SHX Text liquid ingress or egress. Fiberglass inside and outside of tank collar. Test per FAC 62-761.

AutoCAD SHX Text Phillips Fibers Corp. - "Supac 4Np" fabric

AutoCAD SHX Text Reemay Inc. - Typar 3401 or Typar 3341

AutoCAD SHX Text

B. RECOMMENDED FILTER FABRIC MATERIAL:

AutoCAD SHX Text

A. APPROVED BACKFILL MATERIALS:

AutoCAD SHX Text

1.8 APPROVED MATERIALS

AutoCAD SHX Text this test. Do not drain water into the tank. Double-walled spill buckets require a vacuum test and per

AutoCAD SHX Text to 5% of the particles may pass through a #8 sieve.

AutoCAD SHX Text diameter. Up to 5% of the particles may pass through a #8 sieve.

AutoCAD SHX Text K. VENTING: Vent the primary tank only as required by tank manufacturer.

AutoCAD SHX Text tank burial depth. Contractor shall provide all sheetpiling/shoring as necessary to allow facility access

AutoCAD SHX Text the post-installation air test) on the tank and fittings.

AutoCAD SHX Text reconnect when testing is complete.

AutoCAD SHX Text course of action to be followed.

AutoCAD SHX Text

G. POST-INSTALLATION PRESSURE TEST, AIR:

AutoCAD SHX Text the secondary (outer) tank.

AutoCAD SHX Text

MAX.

AutoCAD SHX Text

BOTTOM

AutoCAD SHX Text

INNER TANK

AutoCAD SHX Text 3"

AutoCAD SHX Text

INNER TANK

AutoCAD SHX Text

BOTTOM

AutoCAD SHX Text

FILL TUBE

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text

PUMP INTAKE

AutoCAD SHX Text 6" to 8"

AutoCAD SHX Text

PUMP

AutoCAD SHX Text

SHAFT

AutoCAD SHX Text

4'-0" DIA. X 11'-0' L

AutoCAD SHX Text

SINGLE COMPARTMENT

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

SEE DET. B

AutoCAD SHX Text

MIN.

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

3'-0" MIN.

AutoCAD SHX Text

7'-0" MAX.

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text 1,000 Gal.

AutoCAD SHX Text

FILL

AutoCAD SHX Text

ANNUALR

AutoCAD SHX Text

SPACE MONITOR

AutoCAD SHX Text

SEE DET. A

AutoCAD SHX Text

PUMP

AutoCAD SHX Text

VENT RISER

AutoCAD SHX Text

LIFTING LUG

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

TANK

AutoCAD SHX Text

MONITOR

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

NTS

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

CORROSION PROTECTION TAPE

AutoCAD SHX Text

2" SINGLE-WALL SEMIRIGID VENT LINE

AutoCAD SHX Text

2" GALV. VENT RISER

AutoCAD SHX Text

2-D SWING JOINT 2-90° GALV. ELBOW W/ A SHORT NIPPLE BETWEEN ELBOWS

AutoCAD SHX Text

ADAPTOR

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

COLLAR

AutoCAD SHX Text

RISER

AutoCAD SHX Text

(24" MAX)

AutoCAD SHX Text

(2) 2" GALV.

AutoCAD SHX Text

2"%%C GALVANIZED

AutoCAD SHX Text

(SWING JOINT)

AutoCAD SHX Text

90%%D ELBOW

AutoCAD SHX Text

FASTEN VENT

AutoCAD SHX Text

PRE-FORMED

AutoCAD SHX Text

TO LIGHT POLE WITH

AutoCAD SHX Text

UNISTRUT BRACKETS.

AutoCAD SHX Text

RISER SECURELY

AutoCAD SHX Text

2"%%C GALVANIZED THREADED

AutoCAD SHX Text

18" MIN

AutoCAD SHX Text

2"%%C GALVANIZED PIPE, PRIMED

AutoCAD SHX Text

& WRAPPED BELOW GRADE

AutoCAD SHX Text

& WRAPPED BELOW GRADE

AutoCAD SHX Text

FEMALE COUPLING, PRIMED

AutoCAD SHX Text

ADAPTOR

AutoCAD SHX Text

SINGLE WALL PIPE TO TANK

AutoCAD SHX Text 2" BELL x MALE

AutoCAD SHX Text

5'-0" MIN.

AutoCAD SHX Text

PRESSURE VACUUM VALVE

AutoCAD SHX Text

2" %%C SCH. 40

AutoCAD SHX Text

(PRIMED AND WRAPPED

AutoCAD SHX Text

GALVANIZED

AutoCAD SHX Text

BELOW GRADE)

AutoCAD SHX Text

FLUSH W/YARD

AutoCAD SHX Text

CONC. COLLAR

AutoCAD SHX Text

PIPE COUPLING (TYP.)

AutoCAD SHX Text

GALVANIZED PIPE

AutoCAD SHX Text

AS REQUIRED BY LOCAL CODE.

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

SEE DETAIL

AutoCAD SHX Text

DO NOT LOCATE VENT RISERS WITHIN:

AutoCAD SHX Text

- BUILDING OR BUILDING COLUMNS

AutoCAD SHX Text

- 5'-0" OF ELECTROLIERS OR ELECTRIC SIGNS

AutoCAD SHX Text

- 3'-0" OF NEON ELECTRODES OR JUNCTION BOX

AutoCAD SHX Text

- 25'-0" OF EVAPORATOR COOLERS OR HEATER FLUES

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

ALL TRENCHING SHOULD BE COMPLETED PRIOR TO THE FINAL SURFACE

AutoCAD SHX Text

COURSE BEING LAID.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

CONCRETE SLAB

AutoCAD SHX Text

6" MIN. BED

AutoCAD SHX Text

18" MIN. COVER

AutoCAD SHX Text

PEA GRAVEL BACKFILL MATERIAL (TYPICAL)

AutoCAD SHX Text 4"

AutoCAD SHX Text

2" SEMI-RIGID DOUBLE-WALLEDPRODUCT PIPE (TYP.)

AutoCAD SHX Text

WOVEN GEOTEXTILE FABRIC (TYPICAL)

AutoCAD SHX Text 12"

AutoCAD SHX Text 6 "12"

AutoCAD SHX Text ANGLE OF SOIL REPOSE ON ALL SIDES 1:1 W/ DEPTH NOTE: SHEETPILING : SHEETPILING WILL BE REQUIRED IN ORDER TO MAINTAIN FIRE STATION ACCESS

AutoCAD SHX Text if required to maintain access.

AutoCAD SHX Text Access tot he fire station shall be in accordance with the site plan. Contractor shall provide sheetpiling/shoring

AutoCAD SHX Text

G. SHEETPILING/SHORING:

AutoCAD SHX Text requirements.

AutoCAD SHX Text FDEP will require a 30 to 45 day notification, and 48 to 72 hour notification before all testing.

AutoCAD SHX Text as stated and depicted in the plans.

AutoCAD SHX Text manufacture's requirements.

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

NEW LIGHT POLE AND FIXTURES

AutoCAD SHX Text

PER DETAIL 'PE05'

AutoCAD SHX Text

NOTE: SEE SHEET 'PE06' FOR HOLD DOWN STRAPS AND DEADMEN HOLDDOWNS

CLEAN SAND OR GRAVEL BACKFILL APPROVED BY TANK MANUFACTURER AND TO COMPLY WITH OWNER SPECIFICATIONS

R E

AS NOTED

FAB

SCALE:

APPROVED:

DATE:

PROJECT #:

DRAWN:

C O

M M

E N

T S

B Y

D A

T E

P R

E P

A R

E D

F R

S U

M P

R D

E T

SHEET NAME:

SHEET:

M a r

:2 p m

T K

N o rt h A m e ri ca

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C o

F ir e S ta tio n

S ilv e r

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r e se rv e s co p yr ig h t a n d o th e r ri g h ts r e st ri ct in g t h e se d o cu m e n ts t o t h e o ri g in a l s ite o r p u rp o se f o r w h ic h t h e y w e re p re p a re d

R e p ro d u ct io n s, c h a n g e s o r a ss ig n m e n ts a re p ro h ib ite d

T E

C H

N O

L O

S st ill w at er

PE04

D at e

FREDER

K A

CHA

PROFES

A L

E N

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E N

S E

F L

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. 5

S T

A T

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of A ut h.

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, F L

547-023

N G

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S ilv er

S ta r R oa d O rla nd o, F lo rid a 3

TOP VIEW

6 ANNULAR SPACE MONITOR

GENERAL NOTES:

FIBERGLASS STP SUMP DIMENSIONAL PLAN

54 2"/3" VENT LINE EXTRACTOR

3 FILL DETAIL

SUBMERSIBLE TURBINE PUMP (STP) AND SUMP DETAIL

AUTOMATIC TANK LEVEL MONITOR

GENERAL NOTES:

PLAN (TYPICAL)

ELEVATION (TYPICAL)

O N

S T

R U

C T

P L

A N

02/10/22

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

DEEP TANK SUMP TOP S/A

AutoCAD SHX Text

VIEW B

AutoCAD SHX Text

VIEW C

AutoCAD SHX Text

TANK SUMP BOTTOM S/A

AutoCAD SHX Text

ACCESS COVER

AutoCAD SHX Text

GLASS INSPECTION PORT

AutoCAD SHX Text A

AutoCAD SHX Text

PIPING SUMP TOP

AutoCAD SHX Text

FIBERGLASS

AutoCAD SHX Text A

AutoCAD SHX Text

COVER S/A

AutoCAD SHX Text 1)

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

MONITOR PLUG

AutoCAD SHX Text

SECURED LID

AutoCAD SHX Text

WATER TIGHT

AutoCAD SHX Text

18" MANHOLE W/

AutoCAD SHX Text

THREADED PVC ADAPTOR

AutoCAD SHX Text

HOLDER

AutoCAD SHX Text

1" MAXIMUM

AutoCAD SHX Text

MONITOR TAG &

AutoCAD SHX Text

ON GALVANIZED

AutoCAD SHX Text

THREADED RISER

AutoCAD SHX Text

INTERSTITIAL RISER

AutoCAD SHX Text

2" GALVANIZED

AutoCAD SHX Text

3/4" %%C CONDUIT

AutoCAD SHX Text

JUNCTION BOX

AutoCAD SHX Text

SEAL OFF (HOME-RUN ONLY)

AutoCAD SHX Text

4" CAP ON RISER WITH PROBE ADAPTOR

AutoCAD SHX Text

SUPPLIED W/ PROBE

AutoCAD SHX Text

2 CORD GRIP SEALS

AutoCAD SHX Text

W/ PROBE

AutoCAD SHX Text

4" SCH. 40 GALVANIZED

AutoCAD SHX Text

3/4" CONDUIT

AutoCAD SHX Text

CORD SUPPLIED

AutoCAD SHX Text

SHOULD BE 21" TO BOTTOM

AutoCAD SHX Text

OF RISER CAP

AutoCAD SHX Text

STEEL RISER. RISER DIMENSION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

%%UNOTE:

AutoCAD SHX Text

RISER PIPE WHICH MUST BE 6" LONGER

AutoCAD SHX Text

WILL USE AN 8' PROB. THE EXTRA

AutoCAD SHX Text

PROBE HEIGHT WILL BE LODGED IN THE

AutoCAD SHX Text

(EXAMPLE: A 7'-6" DIAMETER TANK

AutoCAD SHX Text

INCREASE THIS MINIMUM DIMENSION

AutoCAD SHX Text

IF THE TANK DIAMETER DOES NOT

AutoCAD SHX Text

MATCH THE PROBE LENGTH.

AutoCAD SHX Text

MAGNETOSTRICTIVE PROBE

AutoCAD SHX Text

ROOM.

AutoCAD SHX Text

THAN THE MI. IN ORDER TO PROVIDE

AutoCAD SHX Text STP POWER CONDUIT AND DATA/LOW VOLTAGE CONDUITS SHALL BE PLACED IN SEPARATE TRENCHES PER DISPENSER MANUFACTURER RECOMMENDATION

AutoCAD SHX Text CONTRACTOR SHALL VERIFY STP SIZE PRIOR TO CONDUCTING ON-SITE WORK; UST BUNG CONFIGURATION MAY DETERMINE STP SIZE TO BE UTILIZED; STP SUMP DIAMETER SHALL BE 42" FOR 4" STP BUNGS AND 48" FOR 6" STP BUNGS

AutoCAD SHX Text CONTRACTOR SHALL CONFIRM UST BUNG CONFIGURATION WITH OWNER AND UST MANUFACTURER PRIOR TO CONDUCTING ON-SITE WORK

AutoCAD SHX Text 2'

AutoCAD SHX Text 1 1/2" - 2"

AutoCAD SHX Text

(16 CUBIC INCH MIN)

AutoCAD SHX Text

BOX WITH 1/2" NPT THREADS

AutoCAD SHX Text

WEATHERPROOF JUNCTION

AutoCAD SHX Text

3/4" CONDUIT

AutoCAD SHX Text 21"

AutoCAD SHX Text

AND SURROUNDING

AutoCAD SHX Text

RISER FOR 12"

AutoCAD SHX Text

DEEP AT RISER

AutoCAD SHX Text

PEA GRAVEL 6"

AutoCAD SHX Text

NO SCALE"

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

WITH PROBE ADAPTOR

AutoCAD SHX Text

18" MANHOLE W/

AutoCAD SHX Text 2'

AutoCAD SHX Text 1 1/2" - 2"

AutoCAD SHX Text 2'

AutoCAD SHX Text 1 1/2" - 2"

AutoCAD SHX Text

FILL MANHOLE COLORS: REGULAR UNLEADED - WHITE/BLACK + DIESEL - GREEN OR YELLOW

AutoCAD SHX Text

4"-6" FROM TOP OF SPILL BUCKET TO TOP OF FILL CAP

AutoCAD SHX Text

MANHOLE COVER PER API COLOR CODE

AutoCAD SHX Text

SWIVEL ADAPTER

AutoCAD SHX Text

4" TOP SEAL CAP

AutoCAD SHX Text

DOUBLE-WALL SPILL BUCKET

AutoCAD SHX Text

4" ALUMINUM FILL TUBE

AutoCAD SHX Text

4" SCH 40 GALVANIZED RISER

AutoCAD SHX Text

TANK FITTING

AutoCAD SHX Text

4" ALUMINUM DROPTUBE WITH POSITIVE SHUTOFF

AutoCAD SHX Text

SWIVEL VAPOR RECOVERY ADAPTOR FOR GAS AND JUST CAP FOR DIESEL (SEE NOTE 1)

AutoCAD SHX Text

SINGLE-WALL SPILL BUCKET

AutoCAD SHX Text

4" SCH 40GALVANIZED RISER

AutoCAD SHX Text

EXTRACTOR FITTING

AutoCAD SHX Text

2"/3" GALV. NIPPLE (SEE NOTE 2)

AutoCAD SHX Text

2"/3" GALV. 90° ELBOW(SEE NOTE 2)

AutoCAD SHX Text 2"/3" BELL x MALE ADAPTOR (SEE NOTE 2)

AutoCAD SHX Text

2"/3" SINGLE-WALL FIBERGLASS UST VENT LINE (SEE NOTE 2)

AutoCAD SHX Text

4"-6" FROM TOP OF SPILL BUCKET TO TOP OF FILL CAP

AutoCAD SHX Text

NEW 8" THICK CONCRETE SLAB

AutoCAD SHX Text

NEW 8" THICK CONCRETE SLAB

AutoCAD SHX Text

VISUAL INDICATOR INSIDE SPILL BUCKET

AutoCAD SHX Text NOTES: PLACE VENT RISER INSIDE STP MANHOLE PER PETROLEUM LAYOUT IF REQUIRED DUE TO TANK RISERS. SPILL BUCKET WILL NOT BE REQUIRED FOR DIESEL APPLICATIONS AT STP SUMP.

AutoCAD SHX Text NOTES: 1. STAGE I VAPOR RECOVERY ADAPTOR AT GASOLINE RISER ONLY; STAGE I VAPOR RECOVERY ADAPTOR AT GASOLINE RISER ONLY; INSTALL PIPE CAP AT DIESEL RISER. 2. REFERENCE SHEET PE01 FOR VENT PIPE SIZES.REFERENCE SHEET PE01 FOR VENT PIPE SIZES.

AutoCAD SHX Text

EXPLOSION PROOF J-BOX

AutoCAD SHX Text

NEW LIQUID LEVEL SENSOR

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1. CONTRACTOR SHALL CONFIRM UST CONTRACTOR SHALL CONFIRM UST BUNG CONFIGURATION WITH OWNER AND UST MANUFACTURER PRIOR TO CONDUCTING ON-SITE WORK 2. STP POWER CONDUIT AND DATA/LOW STP POWER CONDUIT AND DATA/LOW VOLTAGE CONDUITS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. CONTRACTOR SHALL INSTALL ALL CONTRACTOR SHALL INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NFPA 70 "NATIONAL ELECTRICAL CODE" AND SPECIFICALLY CHAPTER 5 ARTICLE 514 (LATEST EDITION).

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NEW 2" DOUBLE-WALLEDSEMI-RIGID PRODUCT PIPE

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NEW TEST BOOT

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NEW PENETRATION BOOT

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MECHANICAL LINE LEAK DETECTOR

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2" THREADED ADAPTER

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2" FIBERGLASS PIPE OPEN AT BOTTOM (OPTIONAL)

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2" FLEX CONNECTOR

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2" TEE

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2" BALL VALVE (FULL PORT) (TYP.)

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2" THREADED ADAPTER

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2" UNION

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CONTAINMENT SUMP

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NEW CONDUIT (SEE PROFILE DETAIL)

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SUBMERSIBLE TURBINE PUMP

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26" MANWAY

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SPARE 4" BUNG

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NEW 4" SPARE BUNG (TYP.)

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NEW 2" GALV. ELBOW

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NEW 2" GALV. NIPPLE

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NEW PEA GRAVEL BACK FILL

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3/4" TO TANK PROBE

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3/4" FROM ELECTRICAL ROOM TO STP

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NEW FOAM SEPARATOR

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NEW 2" FULL PORT BALL VALVE

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NEW FLEX CONNECTOR

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NEW TEST BOOT

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NEW (4) #5 REBARS AROUND M.H. (TYP.)

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NEW 8" CONCRETE TANK SLAB (SEE DETAIL THIS SHEET FOR DESIGN AROUND MANHOLES)

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4" MIN.

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12" MIN.

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20" MAX.

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NEW 42" STEEL H-20 MANHOLEWITH LIFT HANDLE

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NEW 2" DOUBLE-WALLED SEMI-RIGIDPRODUCT PIPE

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NEW PELLETHANE PENETRATION BOOT

AutoCAD SHX Text NEW 2" FIBERGLASS SLEEVE AND LIQUID LEVEL SENSOR; HANG FROM CONDUIT AND SECURE WITH STAINLESS STEEL STRAPS

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NEW MECHANICAL LINE LEAK DETECTOR

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NEW SUBMERSIBLE TURBINE PUMP

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NEW CONDUIT (TYP.)

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NEW PENETRATION BOOT (FOR CONDUIT) (TYP.)

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NEW 4" STEEL TUBE RISER

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NEW 4" N.P.T.

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NEW 26" MANWAY (TYP.)

NEW FIBERGLASS STP CONTAINMENT SUMP; CONTRACTOR TO TEST WATER TIGHTNESS FOLLOWING INSTALLATION

AS NOTED

FAB

SCALE:

APPROVED:

DATE:

PROJECT #:

DRAWN:

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SHEET NAME:

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R e p ro d u ct io n s, c h a n g e s o r a ss ig n m e n ts a re p ro h ib ite d

T E

C H

N O

L O

S st ill w at er

PE05

D at e

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K A

CHA

PROFES

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FUEL ISLAND LAYOUT 1

GASBOY DISPENSER - ATLAS 9100, SINGLE HOSE/PRODUCT3

GALLONS

BOLLARD DETAIL4

DIESEL DISPENSER WITH HOSE RETRACTOR DETAIL

GALLONS

LIGHT POLE, FOUNDATION AND FIXTURE DETAIL5

GALLONS

O N

S T

R U

C T

P L

A N

02/10/22

PIPE STUB-UP PROTECTION DETAIL6

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NOTE: BOLLARDS TO BE FURNISHED AND INSTALLED BY CONTRACTOR.

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18" CONCRETE FOOTING

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SURFACE AS OCCURS

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6" ROUND SCH 40 STEELFILLED WITH CONCRETE; PAINT YELLOW PER OWNER

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NTS

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NTS

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6" FUELING AREABOLLARDS (TYP.)

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PROPOSED 4'X12'X13" RAISED ISLAND

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PRODUCT

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AutoCAD SHX Text 28-1/4"

AutoCAD SHX Text 28-9/16"

AutoCAD SHX Text 17-1/4"

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PRODUCT

AutoCAD SHX Text 29-1/16"

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AutoCAD SHX Text 52-5/8"

AutoCAD SHX Text 41-3/8"

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SERIAL

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MODEL

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AutoCAD SHX Text 18-3/8"

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NTS

AutoCAD SHX Text NEW EJ WARD CARD READER MODEL #FCT-IOT-SH REV1 AND OMNTEC TANK MONITOR CONSOLE MODEL #OEL8000IIIK4 (OWNER STANDARD SPEC AND NOT TO BE SUBSTITUTED

AutoCAD SHX Text NOTE: FINAL PLACEMENT OF ALL FUEL : FINAL PLACEMENT OF ALL FUEL ISLAND EQUIPMENT SHALL BE COORDINATED WITH OWNER PRIOR TO CONSTRUCTION AND LOCATIONS DEPICTED HEREIN ARE FOR INFORMATION ONLY

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DIESEL

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NEW LIGHT POLE AND FOUNDATION (SEE DETAIL THIS SHEET)

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NTS

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PUMP ISLAND TO HAVE MINIMUM 4" / MAX 6" REVEAL ABOVE ADJACENT GRADE

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AUTOMATIC NOZZLE WITH SPLASH GUARD

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HIGH-HOSE RETRIEVER WITH HOSE BUN SUPPORT.

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12' LONG HOSE

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BREAKAWAY

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SWIVEL

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1.5" 52 VALVE

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STABILIZER BAR

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GASBOY ATLAWS MODEL 9100, DOUBLE-SIDED, SINGLE-HOSE, SINGLE- PRODUCT DISPENSER

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SEAL OFF

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CONTAINMENT SUMP

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GRADE

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3/4" RIGID CONDUIT ROUTEDUNDERGROUND PER APPLICABLE ELECTRIC CODE

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LED LIGHT FIXTURE (TYPICAL OF TWO)

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BRONZE FACTORY FURNISHED FINISH

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#6 STRANDED COPPER GROUND WIRE ATTACHED TO LUG AND CALMP

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HANDHOLE WITH COVER

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ANCHOR BOLT PROTECTIVE BASE PLATES

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3 1/2" PROJECTION (TYP.)

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LEVELING NUTS (TYP.)

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(4) 3/4"x30" LONG ANCHOR BOLTS FURNISHED BY POLE SUPPLIER

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#2 REBAR TIES 12" O.C.

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(6) #5 REBAR VERTICAL

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SUITABLE BACKFILL COMPACTED TO 98% MAX. DENSITY PER MODIFIED PROCTOR

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LIMITS OF CONCRETE FOOTER

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GRADE

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NTS

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NEW GAS AST (SEE DETAILS SHEET 'PE07')

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6" FUELING AREABOLLARDS (TYP.)

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NTS

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SEE DETAIL THIS SHEET FOR PRODUCT PIPE STUB-UP AND PROTECTION

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2" DOUBLE-WALLED SEMI RIGID DIESEL PRODUCT PIPE FROM UST

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4" PVC SLEEVE THROUGH CONCRETE PAD AND ISLAND

AutoCAD SHX Text ALUMINUM FIELD/SHOP FABRICATED BOX (±14"x14x14" WITHREMOVABLE ALUMINUM LID

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1.5" PRIMARY PIPE TEST FITTING

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SEMI-RIGID ENTRY BOOT

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ANCHOR BOX TO CONCRETE IN 4 PLACES AROUND PERIMETER

2" SEMI-RIGID ELBOW

AS NOTED

FAB

SCALE:

APPROVED:

DATE:

PROJECT #:

DRAWN:

C O

M M

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B Y

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P R

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SHEET NAME:

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R e p ro d u ct io n s, c h a n g e s o r a ss ig n m e n ts a re p ro h ib ite d

T E

C H

N O

L O

S st ill w at er

PE06

D at e

FREDER

K A

CHA

PROFES

A L

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F L

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. 5

S T

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DEADMAN LOCATIONS1

STORAGE TANK DEADMAN (1,000-GALLON) 2

SPECIFICATIONS

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R U

C T

P L

A N

02/10/22

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TANK #1

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STORAGE

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12" BED

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AND MULTIPLE TANK INSTALLATIONS OR AS INDICATED.

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12" X 12" DEADMAN FOR USE @ SINGLE

AutoCAD SHX Text (12" x 24" BETWEEN TANKS FOR MULTIPLE TANK INSTALLATIONS)

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NO SCALE

AutoCAD SHX Text 12"

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DEADMAN

AutoCAD SHX Text CONTRACTOR SHALL CONFIRM TANK TIE-DOWN LOCATIONS WITH MANUFACTURER PRIOR TO TANK INSTALLATION.

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NO SCALE

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NOTE::

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11'-0" LENGTH OF DEADMAN)

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ANCHOR LOOP (TYP.)

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11'-0" OVERALL LENGTH TANK

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TANK AND DEADMAN

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AutoCAD SHX Text MATERIAL 1/8"x6", FIELD INSTALL

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MIN.

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15" MAX.

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9" MIN.

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STRAP

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HOLD DOWN

AutoCAD SHX Text 3/8"x3" F.B. STRAP DIELECTRIC

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BETWEEN STRAP AND EXTERIOR

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TANK SURFACE

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TOTAL VOLUME

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A.8 ADEQUACY OF RESTRAINING FORCES

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DEADMAN OVERBURDEN AND BALLASTING

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TOTAL DEADMAN BALLAST (2 PER TANK)

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FORCE DOWN DIVIDED BY FORCE UP

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A.9 CALCULATIONS OF SAFETY FACTOR

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TOTAL FORCES (DOWN)

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WEIGHT OF OVERBURDEN

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CONCRETE PAVING AT GRADE

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WEIGHT OF TANK

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WEIGHT OF DEADMAN

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WEIGHT OF OTHER MATERIALS

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BUOYANCY OF TANK

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UP FORCES

AutoCAD SHX Text Vc X WTw c X WTw X WTw w

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DOWN FORCES

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SUBTOTAL

AutoCAD SHX Text X WEIGHT OF SOIL (WTs)s))

AutoCAD SHX Text DEADMAN LENGTH (Lt)t))

AutoCAD SHX Text DEADMAN WIDTH (Wd)d))

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TOTAL AREA (AREA 1 + AREA 2)

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DEADMAN OVERBURDEN VOLUME

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DEADMAN OVERBURDEN WEIGHT

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DEADMAN BALLAST (PER BALLAST)

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DEADMAN CONCRETE WEIGHT

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TOTAL WEIGHT OF OVERBURDEN

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AREA 1

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AREA 2

AutoCAD SHX Text lbs.

AutoCAD SHX Text lbs, AutoCAD SHX Text lbs.

AutoCAD SHX Text s.f.

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AutoCAD SHX Text c.f.

AutoCAD SHX Text s.f.

AutoCAD SHX Text ft

AutoCAD SHX Text lbs.

AutoCAD SHX Text lbs. per c.f.

AutoCAD SHX Text SAND & PEA GRAVEL (WTs)s))

AutoCAD SHX Text gal.

AutoCAD SHX Text HIEGHT OF OVERBURDEN (h)

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LESS COMMON OVERBURDEN **

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LESS OTHER VOID

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LESS TANK VOLUME

AutoCAD…

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