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<br />L. SECONDARY CONTAINMENT FITTINGS: 10. Contractor shall provide and install pump #'s, octane decals, no smoking 2° Contractor shall maintain and turn over 2 copies of an indexed operation and
<br />decals and emergency shut --off signs, per JIB image guidelines and all maintenance manual, consisting of booklets for all newly installed equipment, J J
<br />Two piece fittings require more adhesive than normal bell and spigot joints. Two 7/16" wrenches Give one copy to JIB Construction Manager and leave one at the store. I C I
<br />or a variable torque impact wrench Is required to tighten the fittings, Make sure adhesive fills all applicable codes and regulations. Contractor shall install oil JIB, provided Contractor shall leave tankcharts, tankstick, manway removal device, water finding
<br />gaps between pipe ends and fitting sockets. decalsand windshield caddies/trash cons prior to final project paste, and all keys at the store. o
<br />acceptance.
<br />M. FLEX CONNECTOR BOOTS: 11. Contractor shall furnish and 'install fire extinguishers and appropriate decals per 3, Job progress photos - fuel system Installation 1k )EI
<br />Encase all flex connectors in an isolation boot when in contact with soil or backfill material. Move applicable regulations and Inspector's Instructions. At a minimum, the following photos are to be submitted on'a 8 1/2" x 11"
<br />the isolation to inspect and test all primary piping and flex connector. plastic sheet, labeled with scope of work, store # and address, in bound 9330 BALBOA AVENUE
<br />3.3 TESTING OF PIPING: 5.1 TESTING project close out folder prior to release of retainage. SAN DIEGO, CA 92123
<br />A. NOTIFICATION: 1. Omitted Note! a� Photos of location prior to start of construction (minimum 4), CO 1999 Jack in the Box Inc.
<br />b, Each old tank and old tank hole,
<br />Notify the JIB Construction Manager, who MUST observe all tests, at least 24 hours in advance c. Open tank hole. These drawings and specifications
<br />of tests. Contractor to coordinate testing with local inspectors and JIB Construction Manager. 2. Tank, line, leak detector and Stage 11 testing shall be conducted by a third d. Installation of new tanks including deadman and holddown straps, (1 ore the property of Jack in the Box inc
<br />party testing company subcontracted to the contractor, Testing methods must during, 1 at finish), and shall not be copied or reproduced
<br />B. RESPONSIBILITY; be approved by the JIB Construction Management and conform to all a. Pea gravel backfill (includes tamping of pea gravel at 5:00 and 7:00 without its previous written consent.
<br />The Contractor shall be responsible for all labor, material, and equipment to conduct pressure tests regulations and codes. Contractor shall schedule and coordinate the testing position). (3 photos)
<br />(air or hydrostatic) of all product, vent and vapor recovery piping. contractor along with any local inspections required to open the store. f. Installation of product lines, vent lines and electrical in tank hole,
<br />Contractor shall have a representative ono site during ALL testing, JIB 91 Installation of fill tubes and submersible pumps.
<br />C. TESTING DEVIATIONS: Construction Manager to witness all testing. h. Backfilled tanks just before concrete pour, showing rebar, dates
<br />Do not deviate from the following testing procedures. Perform alternate 3, JIB will orily pay for one successful set of tank, line, leak detector and E. Rebar properly installed around fill and Stage 1 manhole/Stp manhole.
<br />j. Tank field ready to receive concrete (includes rebar on chairs or brick
<br />testing procedures required by local Inspectors after owner's tests are completed and documented. Stage 11 tests, Any costs associated with failed tests and subsequent
<br />bats).
<br />repoirs/re tests will be the Contractor's responsibility, Contractor MUST USE RELEASE: OCT. 25, 2004
<br />1. FIRST TEST (Prior To Back Filling Pipe Trenches): AND PAY JIB's TESTING COMPANY FOR ANY RE -TEST. k� Depth of new concrete.
<br />I. Tank field complete (includes joints, pointed fill caps, and vent risers). P.M.(JIB ONLY):
<br />Do not connect piping to tanks, remote pumps or dispensers, Do not seal or install secondary (min. 2)
<br />containment fittings until primary piping is tested. Test the entire piping system, Le,, product, 4� Contractor must obtain a copy of all test reports from testing company to be I'M Open trenches. PERMIT:
<br />vent and vapor recovery (where applicable) in accordance with the following procedure. submitted with the project close out requirements of Section 6,1. n, Product piping in trenches (properly spaced).
<br />A. Step One: Install pressure application system that includes two pressure gouges (15 psi 5� Hydrostatic Test for STP Sumps/Fill Sumps/Under Dispenser Containment/Spill Buckets� a, Field dressed pipe. BID:
<br />maximum). Apply 10 psi pressure to each piping system. Soap all joints using approved 'The Submersible Turbine Pump (STP) Sump, fill sump, spill bucket, arid the dispenser P, Pea gravel backfill iri trenches (show pea gravel under- product lines).
<br />Soap solution. Carefully observe each joint for evidence of leaks. sump installation will be tested for water- tigh tn ass. This hydrostatic -test will be done q� Show installation of dispenser containriient boxes. CONSTRUCTION -
<br />r, Product pipe trenches ready to receive concrete (show rebar doweled
<br />B. Step Two: Protect area around piping systems to be tested to prevent workmen, possers-b.y, whether a jurisdictional hydrostatic test is requested by an over -sight agency or into existing concrete).
<br />etc., from entry. Install pressure application system that includes two pressure gauges (150 not. The hydrostatic test can be done concurrently with the jurisdictional test, if s. Location of photo electric cell and contactors for canopy lights and signs, revisions
<br />psi maximum). Apply 75 psi pressure to each piping system, hold for one minute, release one is required. The contractor Is responsible for notifying the JIB construction t. Installation of new conopy footings.
<br />pressure. Repeat for five cycles, manager of the testing at least 24 hours prior to beginning the test, u. Picture of finished canopy.
<br />C, Step Three: Repeat Step one. Methodology For STP Sump Hydrostatic Test. v, Pictures of location at the end of construction, (minimum 4) A -
<br />After the STP sump installation has been completed and all penetration sealed,
<br />Record all test results on owner supplied forms, JIB Construction Manager's approval is required. the STP Sump installation contractor will introduce water into the STP sump7,11 MONITORING SYSTEM
<br />After obtaining such approval, the Contractor shall backfill trenches to subgrade, following the 24 ---hours prior to the arrival of the construction manager on site, Water is
<br />requirements of Division 13, Section 1,3. to be introduced into the STP sump to 2" above the highest penetration and the Tank and line monitor shall be installed by Veeder Root Certified Technician, Installation
<br />2, SECOND TEST (After sealing secondary piping): water level Is to be marked. The JIB construction manager will witness the final to Include: mounting controller near electrical panel, Installing all tank level probes, sump
<br />Apply 10 psi to the secondary containment system. Soap all joints using approved Soap solutions. water level during the site visit and will inspect the exterior of the surnp for evidence probes, liquid level sensors (if required), all conduits and wiring, connecting all cables.
<br />of any leakage. The JIB construction manager will inspect the water level for Contractor shall include installation in base bid.
<br />3. THIRD TEST (After connecting piping to tanks but prior to backfilling): any observable susidence of water from the mark,
<br />Apply 45 psi pressure air (do not exceed 50 psi) to test system, Keep pressure on all lines until
<br />backfilling Is completed. There should be no pressure loss during the remainder of construction. Methodology For Fill Sump Hydrostatic Test:
<br />After the fill sump installation has been completed and all penetration sealed,
<br />4. FOURTH TEST (After Backfilling and Patch Paving): the fill sump Installation contractor will Introduce water into the fill sump
<br />Applies to product lines after backfill and patching of concrete islands, slabs, and Yard 24 -hours prior to the arrival of the construction manager on site. Water is 8,1 ELECTRICAL
<br />paving has been completed. to be Introduced into the fill sump to 2" above the highest electrical penetration and the
<br />water level is to be marked. The JIB construction manager will witness the final 1. All electrical work shall conform with local and National Electrical Codes at a minimum.
<br />D. TESTING EQUIPMENT: water level during the site visit and will inspect the exterior of the sump for evidence 2, All wires must be continuous runs (no splices) throughout,
<br />Test lines using Petro Tite Hydrostatic Line Testing equipment or approved equal. JIB Construction Manager of any leakage. The JIB construction manager will inspect the writer level for
<br />to designate test fluid. Test fluid shall be assigned product, diesel fuel or water. Contractor any observable nisidence of water from the mark,
<br />to comply fully with the Procedure Manual for the Operation of Line Tester, 1 All spare wires should be taped and looped at ends and labeled,
<br />Test pressure shall be 50 psi maximum (1.5 times operating pressure -- 150%) for a remote purnip Methodology For Spill Bucket Hydrostatic Test:
<br />system with an allowable tolerance of 0.010 gal/hr. Following Installation of the spill buckets, a hydrostatic test will be conducted
<br />by the spill bucket installation contractor and witnessed by the the JIB Construction 4, Terminate all conduits with appropriate seal -off fittings at each end,
<br />E. VENT LINES (no phase 11 vapor recovery): Manager, The Contractor, is to plug the riser above the drain valve inlet so that
<br />Unless required by local agency, no second test required. water can not leak into the riser. Water will be introduced into the spill bucket to 5. All conduit and junction box conduit threaded connections inside sumps or dispenser
<br />the top of the bucket. The water level should remain at the top of the bucket for pans/sumps shall be made with thread sealant. Bonding straps shall be
<br />F. VENT LINES AND VAPOR RECOVERY PIPING (with phase 11 vapor recovery): a period of one hour. The JIB Construction Manager will inspect to ensure that installed where required by code,
<br />there is no observable subsidence from the top of the bucket.
<br />Contractor shall be responsible for vent and vapor recovery piping systems passing any locally imposed Methodology For Dispenser Sump Hydrostatic Test: 6. Electrical unions and pull boxes are not permitted below the -top of a dispenser
<br />test requirements. In order to test the water, tightness of the dispenser sumps a hydrostatic test will pan/surnp. Pull boxes are not permitted inside an SIP sump. The only electrical
<br />be conducted by the dispenser sump installation contractor and witnessed by the union permitted inside an STP sump can only be installed between the explosion
<br />4.1 DISPENSERS the JIB Construction Manager. After all piping and electrical penetrations have proof junction box and the STP. Seal -offs and explosion proof junction box shall
<br />1. Contractor shall provide storage for dispensers, hoses, nozzles and breakaways been sealed, and the dispenser sump has been fastened to the dispenser island be installed wherever shown in these drawings.
<br />or drive slob, the Dispenser Sump installation contractor, will introduce water into
<br />prior to installation and shall be responsible for any damage to equipment the Dispenser Sump to 2"
<br />above the top of the highest penetration. The water
<br />prior to job acceptance. must remain in the dispenser surnp for 1 hour. The JIB Construction Manager 7, Conduit system (i.e. conduit, seal -offs, explosion proof junction boxes) inside
<br />will inspect each penetration for any evidence of leakage. STP sumps and dispenser pans/sumps shall be soap tested to first conduit connection
<br />2. Dispensers shall be securely attached to anchor bolts which shall be set in outside STP SUMP or dispenser, pan/sump at 5 psi after all connections are made
<br />concrete islands. Expansion bolts may be used with the written approval of the and prior to installing wiring.
<br />JIB Construction Manager. Quantity and size of anchor bolts shall be as 6� Vapor Piping (Stage 11) Slope (Fall) Verification Test:
<br />specified in dispenser manufacturer's installation instructions. The dispensers The piping Contractor will notify the JIB Construction Manager at least 24 hours 8, An explosion proof junction box where shown (Crouse -Hinds Model GUP215 with
<br />are to be installed level and are to be caulked with a gray silicone at ahead of the anticipated test time, 'The verification of the 1/8" slope must be 5302 "O" -Ring, or owner, approved equal) shall be installed per NEC Sections 501 (Ind
<br />island/dispenser interface. conducted with a standard calibrated 3' or 4' construction level. The test must 514, NFPA 30, 30A and '70, Conduit shall be 1" or 3/4" Dia, _qqIyqajzed1jgj1d--A�ia
<br />be conducted when the piping backfill is nearly complete, and the tops of the r qU,p§j0_E[gjdqgGd L I S
<br />�E 3, Dispensers shall be activated only in presence of an authorized dispenser At g,njy All monitoring and MPD control wiring must be installed
<br />representative. Contractor has sole responsibility for damage to dispenser(s) if vapor piping ore still clear and accessible to the level. The JIB Construction in rigid metallic PVC coated conduit.
<br />this instruction is not followed. Manager will start from the furthest dispenser working back toward the tanks
<br />91 laying the level at various OR continuous points on the vapor piping and checking
<br />J the level bubble for the 1/8" slope. The General Contractor will provide an 9. Contractor shall install an emergency shut --off switch on the front of the building near the
<br />E 4� Purge the air from the piping system using Industry standard practices and L
<br />a a grounded container approved for storage and handling Class I flammable 11 as built" drawing of the vapor piping run, noting oil high and low points. sales area, Emergency Shut-off switch shall be furnished by JIB (including emergency
<br />�Zi shut-off sign), Placement of ernergency shut off switch(es) and proximity to the dispensers
<br />liquids, GROUP NNC.
<br />must be in accordance with all applicable codes and regulations. More than one might be
<br />Omitted Note: 94
<br />7, required. Consult bid documents and JIB construction manager for quantity and location
<br />5. ELECTRICAL- CHECKOUT: of emergency shut, -off switch(es).
<br />ARC14RCM
<br />12 5,1 Turn off ALL STP circuit breakers.
<br />10, Contractor shall furnish all new conduits, wiring and seal offs for dispensers, STPs and
<br />LANDSCAPE ARCHROW
<br />5.2 Confirm ALL nozzles are in their boots. monitor -Ing equipment per these drawings. Each STP, and dispenser shall have Its own MINIE"
<br />6.1 REQUIRED DOCUMENTATION circuit breaker. 8"ONIN"AL SEIRVIICES
<br />0 5,3 Verify ALL STP's are off.
<br />r.L A 11. Contractor shall seal all conduit bullicling penetrations and clean -.outs,
<br />project contact list with all General Contractor and Subcontractor contacts and 3001 DM* Rd #210
<br />5.4 Turn on circuit breaker for one STP. One hose at a time for phone numbers shall be submitted to JIB Construction Manager, along with a 1Z Contractor shall type and laminate the breaker panel labels. Contractor shall label Rosm*, CA 95661
<br />product grade matching activated STP, perform the following at CPM schedule prior to starting this project. all STP control boxes,
<br />each dispenser.
<br />1. 'The following documentation is required prior to releasing the final 10% Tek 916-77�-655
<br />5.4.1 Remove nozzle. retainage on the project. THESE DOCUMENTS SHALL BE SUBMITTED IN A BOUND 13, STP, Isolation Relays must be installed for each dispenser. Fax 916-771-9255
<br />WeN ii*llesigncom
<br />PROJECT CLOSE CUT FOLDER.
<br />E 5.4.2 Activate operating handle and dispense product into an
<br />0 approved GROUNDED container. Site Information (address, site #, etc.) AroWN CA MadrA CA ltox-&, CA
<br />Project description with start and finish dates and CPM schedule Bellow, WA PetAm, CA
<br />5.4.3 Verify ONLY correct STP turns on. G.C. Information along with subcontractor list
<br />M
<br />Job progress photos (see 6.1-3) RHL JOB: J11305002,2
<br />5.4.4 Verify brand panels and octane decals on each side of dispenser Daily job progress logs
<br />matches product being dispensed by STP. Xerxes installation checklist, including deflection readings site information
<br />Xerxes receiving record
<br />E E 5.4.5 Verify correct nozzle type is installed, Ie. unleaded, diesel. Underground tank installation checklist
<br />d
<br />0 Cn Piping manufacturer's installation checklist MK TYPE: 8ECBRLN68
<br />0 Copies of tank® line, and Stage 11 VIR test results
<br />�1- 5.5 Repeat 5�4 - 5,4.5 for each product grade,
<br />004 UST Information Sheet JIB #: _PROTOTYPE
<br />5
<br />it 6. If misconnections or other problems are detected, make corrections and Copies of all permits and inspections
<br />23 repeat entire dispenser check --out procedure. Copy of certificate of occupancy (if required)
<br />bg Completed and signed punch list ADDRESS:
<br />7. Calibrate and seal meters per local regulations. Any
<br />required to As -,-built drawings to scale depicting precise location of all
<br />M
<br />'3
<br />a,* X obtain approval from local regulators shall be contractor'r
<br />re -calibration s responsibility. components installed (including product/vapor line sizes 10858 TRINITY PKY.
<br />a 1�
<br />0 and locations, conduit sizes, location and material, exact
<br />A all new dispenser filters after completing all liquid tank location and dimensions, etc.) 8. Contractor shall furnish and install STOCK -TON, CA 95219
<br />il? M testing and product line purging. Activate each product on each dispenser and Tank charts (Leave second copy at store)
<br />inspect filter for leaks. Recheck primary line connections at dispenser base and Final release of lien from Contractor and each
<br />WN
<br />STIP for leaks. subcontractor/supplier DRABY: WLW
<br />Copy of contract, change orders, and written approvals for
<br />M 9. Contractor shall perform start-up If approved by the dispenser/EPOS deviations from these drawings.
<br />manufacturer. If Contractor is not approved by the dispenser/EPOS SCALE: NONE
<br />to
<br />0 enser/EPOS Copy of Signed Tank Disposal Certificate and ALL waste manifests.
<br />M 0
<br />"
<br />manufacturer, then an authorized Contractor shall be subcontracted to perform Compliance Information Form
<br />2
<br />start-up. Contractor shall also provide an authorized service technician to Tank Layout Form
<br />1-
<br />1 0
<br />provide up to 6 hours of on --site training for store personnel. Contractor is
<br />responsible for start-up and calibration of fueling systems. Cost must be
<br />included in Contractor's base bid. SPECIFICATIONS
<br />F7ml
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