|
DEI
<br />1®r.,
<br />9330 BALBOA AVENUE
<br />SAN DIEGO, CA 92123
<br />These drawings and specifications
<br />are the property of Jack in the Box Inc
<br />and shall not be copied or reproduced
<br />without its previous written consent.
<br />RELEASE:
<br />P.M.(JIB ONLY):
<br />PERMIT:
<br />OC F. 25, 2004
<br />BID:
<br />CONSTRUCTION:
<br />revisions
<br />Z-\
<br />A
<br />- A
<br />AA-
<br />A
<br />A
<br />Drs!'G,N tai
<br />- Ili M1 11
<br />Roseyb, CA 95%1
<br />Tek 06-7711-2555
<br />Fax 91165-771-9255
<br />W*. dme,*COM
<br />ArWiek% CA Mxthej, CA Rw*, CA
<br />Belkmw, WA FetAm, CA
<br />RHL JOB#: J11305002.2
<br />site information
<br />MK TYPE: 8ECBRLN68
<br />JIB #: PROTOTYPE
<br />ADDRESS:
<br />10858 TRINITY PKY,
<br />STOCKTON, CA 95219
<br />DRAIV1 BY: WLW
<br />iCALE: NONE
<br />SR T 1 l
<br />1.1 GENERAL
<br />8. Prior to removal, all tank openings should be plugged. One plug should have a 1/8" vent hole to
<br />H.
<br />INSTALLATION WITH ALTERNATE MATERIALS:
<br />N,
<br />INTERSTIIIAL MONITOR:
<br />prevent excessive pressure buildup. This vent hole must face upward at all times,
<br />All alter -note rnaterials must receive written approval from the tank manufacturer and the owner or
<br />Omitted Note, See detail 8 on plan sheet F3.0 for notes.
<br />1. General contractor and/or its subcontractors (Contractor) shall be responsible to completely
<br />familiarize itself with existing site conditions and all applicable federal, state and local laws, codes
<br />9. Plug any corrosion caused holes using screwed boiler plugs, Release the tanks for shipment after
<br />owner's architect,
<br />O.
<br />INSTALLING THE CONTAINMENT SUMP -
<br />and regulations. If there is a conflict between these documents and site conditions and/or
<br />receiving authorization from on --site regulatory agency inspector as required,
<br />applicable laws, codes, or regulations, the Contractor Is responsible to Inform the Jack In The Box
<br />23
<br />TANK TESTING
<br />The containment sump must be watertight to prevent liquid ingress or egress, Fiberglass inside and
<br />(JIB) Construction Manager prior to bid. No allowance will be made for failure to do so,
<br />C,
<br />POST-REMOVAL PROCEDURE:
<br />A.
<br />PRE -INSTALLATION TEST SET UP:
<br />outside of tank collar
<br />2. Contractor shall handle and Install all items per manufacturers instructions, these drawings, and all
<br />'I. All U.L. labels shall be rornoved and given to the owner or owner's architect,
<br />Prior to the pre -installation test, all shipping pods must be removed from the tank and the
<br />P.
<br />INSTALLING THE SPILL CONTAINMENT FILLBOX:
<br />laws, codes and regulations,
<br />2. All tanks must be properly labeled prior to transportation from the site. "Transport of the tanks
<br />vacuum on the annular space must be released. A vacuum on the annular space is not substitute
<br />for the pre-- installation test. All installation tests must be performed and recorded on company
<br />The spill containment fillbox must be liquid tight. Test all Pillboxes by filling with water a minimum
<br />1 Contractor shall not deviate from materials or products specified unless through mutual agreement
<br />must be done in accordance with all state and local regulations,
<br />supplied form%
<br />of one hour. There should be no drop in the water level during this test. Do not drain water into
<br />with JIB Construction Manager. Only new materials shall be used. Contractor shall be certified for
<br />the tank,
<br />the Installation of all equipment and materials contained In this project.
<br />3. Follow any state or local regulations regarding soil samples or inspection of tank hole and/or tanks.
<br />B.
<br />NOTIFICATION:
<br />When free product is found during any phase of the removal of underground tank(s) or piping
<br />2.8
<br />APPROVED MATERIALS
<br />4. Contractor shall secure all required permits prior to commencing work. Contractor shall pay fees
<br />system(s), immediately notify the owner or owner's architect,
<br />The JIB Construction Manager, MUST observe all tests. Notify at least 24 hours in advance of any
<br />A.
<br />APPROVED BACKFILL MATERIALS:
<br />for all remaining permits and inspections unless otherwise instructed by the bid documents.
<br />tests.
<br />Contractor shall coordinate all inspections required to complete this project,
<br />2,3
<br />EXCAVATION AND BACKFILL:
<br />1. PEA GRAVEL:-
<br />5. Contractor shall be responsible for locating all underground utilities prior to excavating.
<br />A.
<br />EXCAVATION:
<br />ON:
<br />C.
<br />PRESSURE APPLICATION SYSTEM:
<br />clean, naturally rounded aggregate with a 1/8" minimum and a 3/4' maximum diameter. Up to
<br />If unexpected water condition or rock Is encountered, immediately contact the owner or owner's
<br />The pressure application system is to have two pressure gauges (range 0 to 10 psi with 5 psi
<br />5% of the particles may pass through a #8 sieve,
<br />6. Contractor shall warranty all workmanship and Contractor supplied material for I year, with the
<br />architect for instructions before proceeding with the excavation. Filter fabric shall be used to line
<br />pressure reliefs) in the system, both in good condition and having been tested and calibrated within
<br />2. STONE OR GRAVEL CRUSHINGS:
<br />exception of the underground storage tank installation. JIB shall perform an 11 month warranty
<br />tank hole for FRP tanks,
<br />a three --month period prior to the tank test (copy of the test and calibration data to be furnished
<br />Washed material with a particle size between 1/8" and 1/2". Up to 5% of the particles may pass
<br />inspection to evaluate the Contractor's performance and quality of workmanship, Contractor must
<br />B,
<br />TANK HOLE SIZE IN STABLE SOIL:
<br />to the owner or owner's architect upon request).
<br />through a #8 sieve.
<br />complete all punch list items identified during this 11 month inspection.
<br />Size excavation perimeter to allow 24' minimum between tanks and 24" minimum between tank
<br />USE EXTREME CARE AROUND AND NEAR THE PRESSURIZED TANK, Relieve the pressure prior to
<br />NOTE: Approved materials must be dry, free of ice and snow, and meet ASTM C-33, Paragraph 7.1
<br />7. Contractor shall keep the site free of waste and rubbish at all times, Contractor SHALL HAVE THE
<br />sides and end cops and the wall of the tank hole,
<br />moving the tank or removing any fittings, Never pressurize the secondary (outer) tank without
<br />for quality and soundness. The dry gavel density must be a minimum of 95 pounds per cubic foot,
<br />WORK AREA PROFESSIONALLY CLEANED 111E DAY BEFORE FINAL PROJECT INSPECTION.
<br />pressurizing the primary (inner) tank first,
<br />C.
<br />TANK HOLE SIZE IN UNSTABLE. SOIL:B.
<br />B.
<br />TANK HOLE LINER:
<br />Contractor shall provide 6' chain link security fencing and barricades during all construction
<br />D.
<br />LEAKING TANKS:
<br />Contractor shall provide a Filter Fabric Tank Hole Liner when the Tank hole is unstable soil, or
<br />phases, or as directed by JIB Construction Manager,
<br />1. Unstable soil is defined as having less than 750 lbs./sq, ft. cohesion, as calculated from an
<br />Specified by owner or owner's architect. The entire tank hole (sides and bottom) shall be covered.
<br />unconfined compression test, or soils with an ultimate bearing capacity of less than 3,500
<br />DO NOT install a tank which shows any evidence of a leak, The JIB Construction Manager is to be
<br />Lay the fabric with 2 foot minimum overlaps.
<br />9. Contractor shall keep on site Material Safety Data sheets (MSDS) for chemical compounds regulated
<br />lbs./sq,ft Loose sand, muck, bog, peat, swamp or landfill where soil is soft are generally considered
<br />notified of any damage and will deter -mine the course of action to be followed,
<br />through USE PA that will be used on-site or has the potential for human contact. (Le., Gasoline,
<br />unstable soils.
<br />NOTE: Bedding material, tie -down "logs" and sample wells are to be placed on the top of the filter fabric.
<br />Dry Ice, Solvents, Glues, etc.)
<br />2, Size excavation perimeter to allow 24" minimum between tanks and a minimum of half the tank
<br />E.
<br />SCOPE OF WORK:
<br />Excess fabric at top of the hole should be folded over the backfill material at subgrade level.
<br />10. Contractor shall place the highest priority on safety and health during the progress of work
<br />diameter between the tank sides/end cops and the wall of the tank hole,
<br />The Contractor shall be responsible for all labor, material and equipment necessary to conduct the
<br />C.
<br />APPROVED FILTER FABRIC MATERIAL:
<br />performed at JIB store locations. It shall be the responsibility of the Contractor to provide andfollowing
<br />maintain a safe working environment for its employees during the progress of work and to protect
<br />3. Permanent shoring may be used to stabilize the walls of the tank hole, at the discretion of the
<br />"Stable
<br />tests:
<br />Reemay Inc. Typar 3401 or Typar 3341 Phillips
<br />the health and safety of Contractor's agents, subcontractors, the public and any third parties.
<br />Contractor and/or owner or owner's architect. If permanent shoring is used, follow Soil" size
<br />criteria, Refer to "Alternate Backfill Materials", below,
<br />Pre -installation Pressure Test, Air
<br />After -installation Pressure Test, Air or Hydrostatic
<br />Fibers Corp, 'Supoe 4Np' fabric Hoechst Celanese
<br />Corp. -- Trev`lra S1120 or fabric approved by the
<br />All tools, materials, equipment, facilities and other Items used by the Contractor and practices
<br />tank manufacturer.
<br />employed by the Contractor in accomplishing the work are considered to be part of the working
<br />D.
<br />DEPTH OF TANK HOLE:
<br />F.
<br />ACCEPTABLE "SOAPS':
<br />environment.
<br />3,1
<br />PRODUCT, VENT & VAPOR RECOVERY PIPING
<br />11. Contractor must provide adequate provisions to mitigate rain damage and delays (i.e. pumps,
<br />Contractor shall be responsible for establishing the tank hole depth, considering the length of piping
<br />runs, to the pump blocks and vent risers, pipe burial depth, yard slope. The minimum depth of
<br />"Soaping" the tank and fittings during the test shall be done using a small garden -type
<br />hand -pressurized sproy unit. The test soap shall be a high foaming 'soap' that bubbles easily if In
<br />A.
<br />PIPING:
<br />torps, etc.).
<br />cover is 3'-.0* and the maximurn is 7'--0", Refer to sheet FS1.0 for "Tank Bury Chart'.
<br />contact with an air leak in the tank but won't bubble due to dispensing from the pressure
<br />613-ULM-M UME-Mm
<br />12. Contractor is responsible for coordinating, receiving and unloading all JIB supplied equipment
<br />E,
<br />SAFETY REQUIREMENT-
<br />applicator. Acceptable soaps are:
<br />Steel pipe: (Galvanized or Black Iron) F.R.P.: Smith Fiberglass
<br />Schedule 40 (ASTM A-120) Steel Pipe 2501 Red Thread IIA
<br />delivered to Contractor's warehouse, or job site. The securing of equipment remains the
<br />'Seam Test Concentrate"
<br />Seam
<br />Railroad Unions 150# Malleable Iron Fittings Pipe with FRP fittings
<br />Contractor's responsibility until the final project retainage is paid. Contractor to distribute all
<br />No person shall enter a tank hole excavation below the 5 ft. deep level unless the walls are shared
<br />Lee High Soap* *#7006
<br />Contractor shall install piping per
<br />receiving documents to the JIB Construction Manager. If JIB Construction Manager is not notified
<br />or side sloped as prescribed by current OSHA regulations. No exceptions. State or local
<br />Southbend Leak Detector" or
<br />manufacturer's instructions
<br />one week prior to the start of construction, the replacement of any missing equipment will be the
<br />requirements that are more restrictive than Company specifications are to be adhered to as though
<br />approved equal
<br />B,
<br />HANDLING OF PIPE & FITTINGS:
<br />responsibility of the Contractor,
<br />specified in Company specifications. The Contractor shall be responsible for any design, materials,
<br />13. Contractor shall provide any materials riot listed in these drawings, but are required for a complete
<br />F,
<br />equipment., permits, etc., for shoring or side sloping a hole.
<br />F1 LL AND BACKFILL.:
<br />All piping installations shall conform to pipe manufacturer's specifications and installation guidelines.
<br />job.
<br />G.
<br />PRE-INSTALLA11ON PRESSURE TEST, AIR:
<br />1. Fiberglass pipe: Protect against abrasion from sharp or hard objects; impact damage from
<br />14, Contractor shall schedule all subcontractors, including those contracted directly with JIB. A list of
<br />All fill material shall be of granular nature, free from vegetation and extraneous material. Owner or
<br />owner's architect shall inspect and approve the material before it is spread. Spread material in lifts
<br />1, Primary Tank Test (Internal):
<br />improper storage, transporting, laying or backfilling. Inspect all pipe for damage prior to using in
<br />the piping system.
<br />subcontractors, contacts and phone numbers that have contracts directly with JIB will be provided.
<br />not to exceed 12 inches and tamp thoroughly. When required by local code, Contractor shall provide
<br />a compaction test for certification of fill.
<br />Keep the tank vertical (the reservoir on top) at all times or the monitoring fluid may drain from
<br />2. Steel pipe and fittings: Protect against damage to the protective coating/wrapping.
<br />15. A copy of the specifications and drawings, along with approved site plan, (w/as-built notations)
<br />the reservoir,
<br />shall be on site at all times.
<br />2,4
<br />BALLAST
<br />b. Remove all temporary service --fitting plugs and the reservoir -fitting plug,
<br />3,2
<br />INSTALLATION REQUIREMENTS:
<br />16. Contractor shall be responsible for oil product In tanks and In lines until location opens for gasoline
<br />A.
<br />MATERIALS:
<br />c. Check the monitoring --fluid level in the reservoir, It should be about 1/4 full,
<br />A,
<br />LAYING OF PIPE:
<br />business. Any product loss during construction shall be the responsibility of the Contractor and
<br />shortages shall be billed to the Contractor at full retail price.
<br />Water is to be used as a ballast during cause of installations of tanks.
<br />cl, Visually check the interior of the tank for monitoring fluid. THERE SHOULD NOT BE ANY.
<br />1. Interior surface of all pipe and fittings must be free from dirt, scale, metal, fiberglass particles,
<br />B,
<br />DRY HOLE CONDITION:
<br />e. Redope fittings and install plugs in all openings, except one service fitting (needed for the test
<br />etc,, before connecting,
<br />1.2 CONTRACTOR QUALIFICATIONS
<br />Tanks, with backfill to top of tanks, must be ballasted if there is any chance that surface or
<br />manifold) and the reservoir fitting. DO NOT OPEN THE MONITOR FITTING (IF PRESENT) OR
<br />MONITORING FLUID COULI) BE LOST.
<br />2. Do not support piping with foreign objects, such as scraps of wood, pipe, etc. Use approved piping
<br />The Fuel Contractor-, fuel electrical contractor and/or their respective sub contractors shall possess
<br />subsurface water will enter the tank hole to a depth of 23" or greater above the bottom of the tanks.
<br />Support.
<br />experience in the installation of fuel facilities and in the specific fuel manufacturers/components as
<br />C.
<br />WET HOLE CONDITION:
<br />f, Install the test manifold in the open service fitting, Connect the pressure source to the test
<br />manifold.
<br />B.
<br />CUTTING OF PIPE:
<br />specified herein. In addition as a minimum, the fuel contractor and fuel electrical contractor must
<br />meet the following minimum certification requirements. Fuel Contractors and/or sub contractors not
<br />Attempt to pump water from the tank hole to maintain a 'Dry Hole Condition, If unable to obtain
<br />g. Pressurize the primary tank to 5 psig. Allow the pressure to be stabilize by adding or removing air
<br />Cut pipe to ensure a square cut end. Cut pipe end must be within 1/8" of square.
<br />certified as follows shall NST be permitted to work on this project.
<br />a "Dry Hole Condition", owner, or owner's architect Is to be notified and will determine the course
<br />as necessary.
<br />Xerxes Tanks:
<br />of action to be followed. Install filter fabric, tie. -clown "logs" and bedding as specified elsewhere,
<br />h. Close the air -supply valve on the test manifold, Disconnect the air -supply line.
<br />C.
<br />TAPERING & REAMING:
<br />Contractor shall have a current certification from Xerxes as a trained and qualified contractor for the
<br />handling and installation of Xerxes tanks. Contractor shall be re -.-certified every 3
<br />Set tank in hole, partially fill with water until it sinks firmly on the bed. Use only enough water to
<br />ballast tank until backfill 'is to top of tank. After backfill -to top of tank, fill tank with water until
<br />L Soap all service fittings and manways, watch for active air bubbles, which indicate a leak. Look
<br />1, Fiberglass Pipe: all cut ends must be tapered per pipe manufacturer. Protect pipe during tapering
<br />years.
<br />completion of installation.
<br />through the laminate for any active air bubbles rising to the top. Their presence would indicate an
<br />to prevent damage to pipe. The finish toper shall be smooth, clean, and free from surface defects,
<br />Smith Fiberglass Piping:
<br />internal leak. Also, check the reservoir for bubbles in the monitoring fluid. The monitoring-- fluid
<br />'The length of toper for 2" diameter pipe is 1 5/8" and for 3" diameter pipe is 1 3/4". For other
<br />Contractor shall have a current certification from Smith Piping as a trained and qualified contractor
<br />CAUTION - BALLAST LEVEL MUST NEVER EXCEED WATER OR BACKFILL LEVEL IN THE HOLE DURING
<br />INSTALLATION. Do not remove ballast until tank slab has been poured. Do not set remote
<br />level will rise during the air test.)
<br />size pipe, consult pipe manufacturer's Instructions.
<br />for the handling and Installation of fuel piping. Contractor shall be re --certified every 3 years.
<br />pump
<br />motor until ballast water has been removed from tank.Monitor
<br />the pressure for one hour.
<br />2. Steel pipe ends are to be reamed per Industry standards.
<br />Veeder-
<br />ContracRoot: tor shall have a current certification from Vender -Root as a trained and qualified contractor
<br />2,5
<br />DOUBLE WALL FIRP TANK INSTALLATION:
<br />k� Men the test is complete, carefully release the air pressure from the tank by opening the
<br />D�
<br />BONDING & ADHESIVE SYSTEMS (Fiberglass Pipe):
<br />to Install, test and service said equipment. Contractor shall have at a minimum a Level 1, 2, and 3
<br />A,
<br />MATERIALS:
<br />air --supply valve,
<br />1.
<br />certification from Veeder--Root. If contractor is conducting warranty work, then said contractor must
<br />All fiberglass pipe surfaces to be bonded shall be cleaned with solvent as supplied by pipe
<br />be contracted directly by Veeder-Root.
<br />1, Double --.wall fiberglass reinforced plastic (FRP) storage tanks as supplied by owner are to be
<br />L When the airflow stops, remove the test manifold,
<br />manufacturer. Apply pressure until mechanical lock Is achieved. Back axial pressure should be
<br />Installed by Contractor in accordance with the plans and specifications as supplied by manufacturer.m,
<br />Check the level of the monitoring fluid in the reservolir. It should be at approximately the some
<br />maintained on all previously assembled joints to reduce the chance of separation.
<br />PowerBox Solutions (W.A. Brown):
<br />All electrical contractors and/or his sub contractors that work on or in the PowerBox Solution OSM
<br />Non1m;IL_Q_QI1Qna Dpub _1Q_& ILI
<br />Xtum
<br />level as the pretest level.
<br />2. Inspect all fittings for proper alignment and possible "back out" at the joints.
<br />.9
<br />or circuit manager must have a "General Product Knowledge" form on file with PowerBox Solutions
<br />12,000 24'-0 1/4" Long
<br />2, Secondary Tank Test (External):
<br />3. Follow pipe manufacturer's recommendations on cure time before disturbing joints or testing. If it is
<br />and the JIB Construction Manager,
<br />10'-4." 0 1).
<br />a. Check the exterior of the tank for monitoring fluid. (The monitoring fluid is dyed blue to distinguish
<br />anticipated that the temperature will drop below 70 F. (16 C) at any time during the curing process,
<br />E
<br />2.1 UNDERGROUND STORAGE TANKS
<br />15,000 29'-5 3/4" Long
<br />between moisture and monitoring fluid.) If monitoring fluid is found, wipe the tank dry and verify that
<br />heat shall be applied to the joints. Only chemical or electrical devices recommended by pipe
<br />manufacturer are acceptable for this purpose. No open flame or sparking devices are to be used.
<br />�2
<br />eq
<br />10'- 4" 0, D.
<br />the monitoring fluid does not reappear, Lift the tank to check the bottom, DO NOT ROLL THE TANK.
<br />A. RESPONSIBILITY:
<br />20,000 37'-8 3/4" Long
<br />E.
<br />THREADED JOINTS:
<br />1. The Contractor full for handling installation the fiberglass
<br />10'--4" O.D.
<br />b, Visual check the interior of the tank for monitoring fluid. THERE SHOULD NOT BE ANY,
<br />accepts responsibility proper and of reinforced
<br />plastic (FRP) underground tanks and MP piping, and shall ensure that good workmanship, practices and
<br />(NOTE: O.D. IS OVER THE RIBS)
<br />c, Replace the protective covers on the service fitting and the reservoir fitting.
<br />Threaded joints must be reamed and have clean cut, perfect threads and be made up with non--
<br />hardening joint compound insoluble in petroleum products approved by owner or owner's architect.
<br />!t
<br />construction procedures are followed during the handling and installation of the tanks and piping.
<br />2.6
<br />HANDLING OF FRP TANKS:
<br />Caution: Never pressurize a wet interstitial space. Doing so may damage
<br />DO NOT USE ADHESIVE FOR THREADED CONNECTIONS,
<br />45
<br />E
<br />2, The Contractor shall be responsible for inspecting the tanks for damage upon receipt at the job site.
<br />A�
<br />RESPONSIBILITY�
<br />the primary tank or cause tank failure.
<br />Approved joint compound:
<br />Any visible damage is to be noted on the delivery receipt,
<br />Hi -pro thread sealant: refer to A.0, Smith bulletin no. D4510.
<br />The Contractor shall be responsible for off --loading the tanks from the delivery vehicle. A crone or
<br />Rectorseal
<br />Permatex 51-D
<br />3. The presence of the owner or owner's architect on-site does not relieve the Contractor of the
<br />backhoe of sufficient lifting capacity must be used, The weight of the double wall FRP tank is
<br />H.
<br />POST -INSTALLATION PRESSURE TEST, AIR:
<br />or approved equal
<br />responsibility for proper tank handling, installation and safety measures.
<br />approximately 5000 6000 pounds.
<br />1. Primary (Inner) Tank Test:
<br />F.
<br />FIBERGLASS TO STEEL PIPE CONNECTIONS:
<br />_J
<br />2.2 REMOVAL OF EXISTING TANKS AND PIPING SYSTEMS
<br />B.
<br />LIFTING & MOVING:
<br />Perform this test with all tank risers and fittings attached, lighten all tank fittings, Locate a
<br />Fiberglass threaded end adapters are to be threaded into the steel pipe or fitting before bonding
<br />A. RESPONSIBILITY:
<br />When lifting or moving an FRP tank, always use properly sized equipment and lift by lifting lug(s).
<br />pressure gouge in one of the annular space monitor fittings in the secondary (outer) tank. Locate
<br />onto the fiberglass pipe. Use male end fiberglass fitting when connection to flexible connectors. All
<br />On large tanks, greater than 8' diameter, use a spreader bar to ensure a lift angle of at least 45
<br />a second pressure gauge with a 5 psi pressure relief, to one of the primary (inner) tank fittings
<br />flexible connectors are male; swivel by female. The female end connects to the fiberglass piping. DO
<br />Contractor shall furnish permits, labor and proper equipment, except as noted, to remove existing tanks
<br />deg. at each lifting lug. Never roll or use cables or chains around an FRP tank, Set on smooth
<br />and connect the air pressure hose to this same fitting. Pressurize the primary (inner) tank to a
<br />NOT USE ADHESIVE' FOR THREADED CONNECTIONS,
<br />E
<br />and lines per the following procedure:
<br />ground, free of rocks and foreign objects,
<br />minimum of 4 psi (maximum 5 psi). Soap all tank fittings and monitor the pressure gouge for a
<br />G.
<br />SPECIAL FITTINGS:
<br />n
<br />cm
<br />1. All tanks and piping shall be removed and disposed of in accordance with the applicable state and local
<br />EXCEPTION - Tank can be rolled up to 90 deg. on a smooth clean surface when performing -the
<br />minimum of 1/2 hour. There should be no pressure increase in the secondary (outer) tank.
<br />Position the valve so that the line test port plug Is accessible.
<br />Ar
<br />'R
<br />regulations. Removal of tanks and lines shall comply with API Recommended Practice 1604, Removal and
<br />pre- installation" pressure test.
<br />R
<br />Disposal of Used Underground Storage Tanks - Latest Edition.
<br />C.
<br />CHOCKING:
<br />H.
<br />PIPE WRAPPING:
<br /><
<br />1,
<br />POST -INSTALLATION PRESSURE TEST, HYDROSTATIC:
<br />2. Contractor shall comply with current NFPA and local regulations.
<br />Tanks are to be choked in accordance with manufacturer's recommendation until ready for installation.
<br />No tank that shows any evidence of a leak is to be kept in the system. Any damage incurred to
<br />Wrapping material shall be (2) layers of 20 mil polyethylene tape "Polyken 930* manufactured by
<br />E
<br />3. Owner is responsible for removal of all reusable product from the tanks. Product will be returned to
<br />If windy conditions exist or are expected, anchor tanks using minimum 1/2" nylon or hemp rope over
<br />tank to to the tanks.
<br />the tank during the installation will be contractor's responsibility, The owner or owner's architect is
<br />the Kendall Company (or equal approved by owner or owner's architect.) Wrap overtap shall be
<br />one-half width of wrapping material. Wrap 1 1/2" and 2* fittings with Polyken 900 (12 mils) with
<br />E
<br />terminal or other company facility.
<br />each and secure stakes of adequate size prevent movement of
<br />to be notified of any damage and will determine the course of action to be followed. If a
<br />60% overlap. In difficult areas Polyken 931 can be used before wrapping with Pol.*en 900, Primer
<br />0 M
<br />D.
<br />OPENINGS -
<br />hydrostatic test is required by a local agency, the contractor is to isolate the tank for -testing and
<br />'They
<br />shall be Polyken 927 (above 40 F,) or Pol.*en 919 (above 10 F.), Exceptions: Do not wrap the
<br />B. REMOVAL PROCEDURE:
<br />reconnect when testing is complete. hydrostatic test will be obtained by owner.
<br />union at the remote pump and FRP pipe/flex connector connections.
<br />00 X
<br />All tanks are shipped with dust covers or steel plugs in each opening, Dust covers are to remain in
<br />�0 -t
<br />5
<br />1. Excavate to the top of each tank. Care must be taken to prevent breaking product piping. Prior to
<br />each opening until ready for the pre -Installation pressure test. All tanks must have either a dust
<br />J.
<br />INTERNAL MEASUREMENTS:
<br />L
<br />SETTING & BEDDING PIPE:
<br />93
<br />starting excavation, the contractor shall ensure power is shut off to any circuit, whose conduit may
<br />cross the excavation.
<br />cap or steel plugs In place or a 5 psi pressure relief valve in place at all times.
<br />Take Internal diameter measurements at the 911 and the remote pump openings, on both single and
<br />1. Piping shall be placed on prepared bed in such a manner as to minimize points at which one pipe
<br />may cross At 4 inches
<br />to
<br />E.
<br />DAMAGE:
<br />double wall FRP tanks. The Contractor, witnessed by the owner or owner's architect, is responsible
<br />over another pipe. points where piping must crossover, a minimum of must
<br />C>
<br />M
<br />=5
<br />A. Suction System. Open check valve, pull poppet and drain product from line into tank. Do not replace
<br />for making and recording on a form provided by the Company, the required measurements. Take
<br />separate the pipes,
<br />X
<br />poppet. Reinstall cover on valve.
<br />1� Inspect all tanks carefully for signs of damage upon receipt, Note any clarnage on the shipping
<br />the first set of measurements prior to placing any backfill around the tank. The second set of
<br />measurements shall be taken when the backfill has reached subgrade (prior to pouring to concrete
<br />2. When piping Is placed on the bed, proceed to 'First Test" (below) prior to backfilling trenches.
<br />A
<br />Pressure System: 'Break" pipe at union at remote pump. Drain product into tank or separate container.
<br />documents and notify the owner or owner's architect. Contact the tank manufacturer for additional
<br />information,
<br />slab), if the difference between two sets of readings is greater than 1 1/2" stop the job, The
<br />1
<br />CLEANING SOLVENTS:
<br />M
<br />owner or owner's architect is to be notified and will determine the course of action. Contact the
<br />C)
<br />2. Avoid spills, Do not allow product to drain into soil, Contractor may be held liable If soil contamination
<br />2• If the tank Is damaged at any other time, do not attempt repairs. Notify owner or owner's
<br />determine the
<br />tank manufacturer for further guidance,
<br />Remove any accumulation or accidental spill of pipe cleaning solvents on the tank immediately with
<br />"i
<br />occurs during tank and line removal.
<br />architect who will course of action.
<br />a clean cloth, After the piping is complete, Inspect the containment sump and other collection
<br />K,
<br />BALLASTING:
<br />points for piping cleaning solvents. Contractor will be responsible for any damage to tank resulting
<br />C,
<br />03
<br />1 Flush all product, vent and vapor return line back in tank or separate container(s). (Flushing in
<br />F.
<br />SETTING:
<br />Only the primary (inner) tank shall be used when ballasting the tank. Never fill the secondary
<br />from an accumulation of pipe cleaning solvent.
<br />separate containers con be dumped into product tanks for storage.) Flush each line with a minimum of
<br />Set tanks on prepared bed with a slope downward toward the fill end of the tank. A slope of 3"
<br />(outer) tank with a fluid, If the tanks are ballasted, conduct Hydrostatic Test (instead of the
<br />K,
<br />REPAIR OF PIPING:
<br />10 gallons of water.
<br />difference between the two extreme openings of the tank is desired. The acceptable range of slope
<br />post -Installation air test) on the tank and fittings,
<br />4, Open all openings and flush inside of each tank with a minimum of 200 gallons of water using high
<br />is 4" maximum and 2" minimum; with the fill end lower than remote pump end of the tank. Tanks
<br />Any damaged piping must be replaced. Repair of piping using field cut half section of pipe is not
<br />CL
<br />pressure spray equipment with wand to "wash down" the sides and bottom of the tank.
<br />that exceed the acceptable slope or, that slope downward (as indicated on sheet F_ 2.0) to the
<br />L
<br />BURIAL DEPT11:
<br />acceptable. If approved by owner or owner's architect, repair using manufacturer supplied pipe
<br /><
<br />remote pump end are improperly set and will be required to be reset.
<br />The burial depth from the top of the tank to ground level shall be a minimum of 3 feet and a max.
<br />fittings and procedures is acceptable. Repaired pipe requires complete testing using procedures
<br />5• General Contractor will arrange for a vacuum truck to collect all recovered product (liquid and sludge).
<br />WITH APPROVED
<br />of 7 feet. The fittings, if a manway is used, will be approximately 5 to 6 inches off the top of tank.
<br />Identified on this plan.
<br />,Q
<br />Vacuum truck is to return "recovered" product to "slop" at an approved treating facility with approved
<br />G.
<br />INSTALLATION MATERIALS:
<br />This shall be consideration for the slope of the piping and thus may affect the tank burial depth,
<br />CA: a-
<br />oil/water separator system.
<br />1. Place a 12" lift of backfill evenly around the tanks. Push backfill completely underneath the tank
<br />6� The tank must be free of flammable vapors prior to removal. Remove flammable vapors as
<br />between the ribs and under the end caps, Procedure can be done from bank or adjacent tank top.
<br />If a man will be in the hole to "work' the backfill, hole must be shored or side sloped as
<br />V
<br />VENTING:
<br />prescribed by the presiding fire department and tank manufacturer's requirements.
<br />prescribed by current OSHA regulations.
<br />Vent the annular space between the primary and secondary tank only if required by local
<br />7. After tank venting, the vapor space shall be tested by placing the combustible gas Indictor probe
<br />2, Place second 12' lift or backfill evenly around the tanks, Again, repeat the "working" or backfill
<br />jurisdictions. Venting of the annular space is not required by the tank manufacturer. If required, 2
<br />into the fill opening with the drop tube removed. Reading should be taken at the bottom, middle
<br />between the ribs and tinder the end cops. Add backfill evenly around the tanks up to the tops of
<br />inch FRP pipe shall be manifolded between the tanks and connected to one vent riser. Do not use
<br />and upper portions of the tank. The tank atmosphere must be 20% or less of the lower flammable
<br />the tanks.
<br />the primary (product) tank vent to vent the annular space.
<br />limit prior to removal. Refer to the probe manufacturer's instructions for testing in low oxygen
<br />conditions.
<br />Backfill to subgrade after piping and testing is completed,
<br />DEI
<br />1®r.,
<br />9330 BALBOA AVENUE
<br />SAN DIEGO, CA 92123
<br />These drawings and specifications
<br />are the property of Jack in the Box Inc
<br />and shall not be copied or reproduced
<br />without its previous written consent.
<br />RELEASE:
<br />P.M.(JIB ONLY):
<br />PERMIT:
<br />OC F. 25, 2004
<br />BID:
<br />CONSTRUCTION:
<br />revisions
<br />Z-\
<br />A
<br />- A
<br />AA-
<br />A
<br />A
<br />Drs!'G,N tai
<br />- Ili M1 11
<br />Roseyb, CA 95%1
<br />Tek 06-7711-2555
<br />Fax 91165-771-9255
<br />W*. dme,*COM
<br />ArWiek% CA Mxthej, CA Rw*, CA
<br />Belkmw, WA FetAm, CA
<br />RHL JOB#: J11305002.2
<br />site information
<br />MK TYPE: 8ECBRLN68
<br />JIB #: PROTOTYPE
<br />ADDRESS:
<br />10858 TRINITY PKY,
<br />STOCKTON, CA 95219
<br />DRAIV1 BY: WLW
<br />iCALE: NONE
<br />SR T 1 l
<br />
|