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i r
<br /> psig for one hour, Joints shall be souped with #7006
<br /> ASPHALT CONCRETE PAVING 5. Tanks shall be installed in compliance with manuforturer's f. Fiberglass pipe adhesive shall be as recommended by Southbend Leak Detector, Amway LOCHIgh soap or equal 21. Replace or restore any existing site condition damaged or 14. Conduit Support: Conduit shalt be supported at inter-
<br /> printed requirements, pipe manufacturer. using a garden type hand pump sprayer. Isolate pipes altered during the tank removal and installation, remove vols not exceeding 10 feet with a support not more
<br /> 1. Unless otherwise noted, streets, paths or other paved from tank. Remove extractable elements and insert Emco sheet piling. than 3 feet from the outlet and at any point where
<br /> 6. As a minimum, excavation shall have 12 inches clear at Install fiberglass Ing in accordance with Wheaton plugs it changes in direction. Conduit placed against
<br /> areas in which the surface is removed, broken, or 4 9 e piping #491723 test lu s
<br /> sides and bottom and a minimum burial cover of 3 feet manufacturer's requirements, do not intermix ELECTRICAL concrete or mason, above round shall be fastened
<br /> damaged, or in which the ground has coved in or settled q 3. Test 3: Seconder piping shall be air pressure tested at Y 9
<br /> and a maximum of 5 Feet. fiber loss in tams. Y p p y P to the concrete with e straps or one-screw conduit
<br /> due to the installation of the improvements shall be y piping g �n 5 psiy for one hour and sopped as noted in Test #2. Air P P P
<br /> resurfaced and brought to the original grade. Pavement pressure shall to maintained until after backfilling 1. Work sholl conform to the following codes: clamps attached to the concrete by means of
<br /> replacement sholl be in kind subject to the following 7. As a minimum, a 12 Inch bed of backfill material shall be 2. Steel Piping
<br /> P 1 following operations ore completed. expansion anchors and screws. Expanders and shields
<br /> minimum pavement sections: atter In the excavation, leveled and smoothed a. NFPA 70 - National Electrical Code and bolts shall be such that the proof test toad will
<br /> o Protect steel pipe and fittings against damage I, ',he 4. Test #4: When required by local code, perform o 5 psi b, Uniform Building Code, latest edition not be less than four times the actual working load.
<br /> a. Streets and Other Areas Subject to Vehicular Traffic 8. Tanks within 12 feet of building foundations or where soil protective coating/wrappingtest on the system, Cap primary product, return or c. Occupational Safety and Health Act (OSHA)
<br /> conditions are unstable, contact Pacific Bell to determine vapor and vent lines. Pressures stem for one hal(
<br /> 3 inch asphalt concrete over 12 inch aggregate base if shoring or alternate excavation methods should be used. b. Galvanized for gasoline or Block Iron for diesel,S,. 4U'.9. p l Standards 15. Conduit bends, other than factor ells, shall hove
<br /> material. 9 9 hour minimum at 5 psi, soap all Joints. d. Uniform Fire code Y
<br /> 40 (ASTM A-120) Steel Pipe with 300 pound M"i, > e e. CCR Title 23 a radius of not less than ten times the
<br /> T Approved bockfill materials: Iron Fittings. Do not use standard coo lin � •,, I v 5. Test #5, Prior to placing finish yard materials, conduct o internal diameter of the conduit.
<br /> ore
<br /> b, Asphalt f and walks: 1 1 inch asphalt 9 P 9 f. City or County Codes as applicable.
<br /> concrete over 4 :nth aggregate base material. furnished with the pipe. state certified precision leak test (Horner E-Z Check or
<br /> a. Pea gravel A clean, naturally rounded aggregate with 4 approved equal) of the entire system. Test shall be 2. Electrical materials used on this project sholl be new and 16. Conduit Protection: Cop conduit during construction
<br /> 2. Before resurfacing material is placed, pavement edges on 1/8 inch minimum and a 3/8 maximum C. Pipe wrapping: Underground steel portions of par conducted using fuel. No staking, probing or boring free from defects and shall conform where applicable, to by means of manufactured seals. Swab out
<br /> shall to trimmed 'pack for enough to provide clean, solid diameter. Up to .3% of the particles may pass risers shall be wrapped with two layers of Cdp'-c. allowed after test. the following standards, unless otherwise noted. conduit before putting in wire
<br /> through a #8 sieve. Pol en 940, Scotchwra 5U 10 mil. to e or
<br /> faces and shalt be free of any loose material Trenches p ( p 6. Test 6'. Water test sum for four hours after penetrations
<br /> 5holl be sowcut 6 inches bock from side of trench. approved equal, 2 Inches wide with 1/2 inch spiv J lop. # P Ur' 17. Pulling No oil, grease or similar substances shall be
<br /> have been sealed to verify water tightness Check for o. NEMA - Notional Electrical Manufacturers Association.
<br /> b. Approved materials shall be dry and comply with Y 9 used to facilitate the pulling in of conductors.
<br /> ASTM C33, Para, 9.1 for unlit and soundness seepage, If none, remove water using a hand um and b. ANSI - American Notional Standards Institute.
<br /> 3 Subgrade: ilia top 6 inches of sutgrode under areas to be quality d. Cut steel pipe with o hand or power or power9 pump Use a UL approved wire pulling compound. No
<br /> install teak detector and our ea ravel bockfillin c UL - Underwriters Laboratories, Inc.
<br /> paved shall be scariFled and rompa:.ted to 95% of the operated pipe cutter, as in normal fitting proctir:e P P 9 9 wire or cable shall be pulled in until construction
<br /> r noximum density determlred in accordance with ASTM 10. In wet hole Installations, pump hole continuously and Steel pipe ends shall be reamed. materials around sump. which might damage insulation or fill ronduit with
<br /> 3 The extent of the electrical work includes but is not limited
<br /> D1557 provide geotextiles filter fabric lining at bottom and sides 7. Test p7: Perform a line block and drop test as follows: to the following items: foreign materials is completed. Wire shall
<br /> of excavation, Mlrofl 140N or approved equal. e. Threaded joints shall be reamed and hove clean cut, be pulled into conduits with care to prevent
<br /> PRE-CAST CONCRETE intact threads, made up with non-hardening joint o. A liquid blockage test of all vapor piping from each a Provide receptacle outlets, pull boxes, switches, wire,
<br /> damage to insulation. Use basket pulling grips
<br /> 11 During installation maintain factory applied pressure or compound insoluble in petroleum productsdispenser to its underground tank to insure adequate circuits, mala to avoid slipping of insulation on conductors.
<br /> vacuum test on the tank annular s xe. Prior to coverlet line slope and liquid drainage yip conduits with supports, anchors as and Nylon roe or other "soft" surface cable must
<br /> 1. Precast concrete deodrnan shall be formed fp size as nate; p` g p' q y - sleeves, additional materials and accessories as N p
<br /> tanks perform tests a5 required. f Joint cam ounds shall be Gilbarco Redlorseol, be used for pulling in conduits other than steel.
<br /> an Drawings. Provide lifting lugs of m,nimurn #6 rebor at P b, A pressure drip versus flow rate test from each nozzle required for q complete functioning installation. Alarm
<br /> 4 feet on center, minimum of 2 lugs. Permotex 57 or equal, non-hordening, fuel resistant to its associated underground tank. unit and bell,
<br /> 3. Interior surface of es and fitting shall be free from dirt, d. A pressure decay/leak test of each product's raper r 18. Connections' Stranded conductors No. 8 and smaller
<br /> 2. Concrete sholl be reinforced, minimum 4.000 psi. Provide pipes 3 b. Install owner furnished TLS-350 panel sensors and probe. shall be terminated with terminals of a ro ricte
<br /> Pacific Bell with factory test results of concrete strength SUMPS scale, metal, fiberglass particles, etc. before connecting control system including nozzles and underground PP p
<br /> tanks, where required by local cuthorihes 4, Breakers: Volta size where connected to screw type lugs. Joints,
<br /> prior to installation. Cracking or chipping. of concrete shall Voltage as required, Manufacturer shall be the splices and tops in dr locations for conductors No.
<br /> be grounds for rejection. 1. For tank fill sump, secure sump riser to containment caller 4. Fuel piping shall be pitched upward continuously from UNDERGROUND TANK REMOVAL PROCEDURE some as the panel board or switchboard in which they ore Y
<br /> (which is furnished with tank) as recommended by sump annular space and a minimum of 1/8 inch per foot. 1/4 inchmounted. If two or three pole breakers occur in the 8 and smaller shalt be made with twist on connectors
<br /> CAST-IN-PLACE CONCRETE manufacturer. per foot for suction vent and return piping. Traps or sags 1. Contractor shop call U.S.A. and have utilities field marked panels, they sholl be common trip units. Single pole suitable sized for the number and gage of the
<br /> will not be permitted. Group piping and locate as shown prior to any excavation. In addition, Contractor sholl make breakers with tie-bar between handles will not be conductors, Furnlsh and install proper lugs in panel
<br /> 1, Com with re jirernents of ACI for cost-in- lore 2 Penetrations to tank fill sump shall be seoied using method on the plans. Lines are to be laid straight, using fittings visual and magnetic Inspection of work area for any accepted Breakers shall have toggle, quick-make, and boards, switchboards and gutters as required to
<br /> Comply
<br /> q p recommended b sum manufacturer. for directional and elevation changes quick-break operating mechanisms with tri free feature to properly terminate every cable. Where paralleled
<br /> concrete, Y P y possible underground utilities and conduits. Contractor is q P y trip-free
<br /> sizes are to
<br /> lar
<br /> responsible for restoring any underground utilities prevent contacts being held closed against over current conductors or conductors o 9
<br /> 2 Forms sholl be new materials of Douglas Fir, Construction 3 Water test sump for four hours after penetrations have 5. Do not support piping with foreign objects, such as syrops damaged during construction, conditions in the circuit, Trip position of the breakers shall terminale on o breaker, a short length of copper
<br /> Grade, $62E, or Douglas Fir Plywood, five-ply. 5/8 inch, been sealed to verify water tightness. Check for seepage, of wood, pipe, etc. Where piping passes through existing be clearly indicated by movement of the operating handles cable (of copocity of the breaker) shall be
<br /> B-B Plyforrn, Class 1 Exterior Type with mill-oiling treatment if none, remove water using a bond pump and install sump materials gasket with resilient materials. Where block iron 2. Notify Pacific Bell Facilities Engineer, Site Contact, and U.S.A. to the center position. connected to the breaker, and the proper
<br /> monitoring robe e is primary, support Amar in inside of secondary compression type lug installed to connect this
<br /> omitted. y P co P X PP primary f n 9 Y (800) moral r forty-eight (48) hours prior to start of cable to the feeder cable, The cutting of cable
<br /> containment piping with blocks of neoprene at a rnir,imum tank removal or any excavation. 5. Rigid Steel Conduit: Comply to Underwriter's breaker 3. Reinforcement. ASTUI--6 specification,A515, Grace 40 for bars No 4 and 4 For 3,000 gallon tanks which ore 64 inches in diameter, of 5 feet on center Laboratories UIspecification, ANSIC8strands to fit the brewill not be permitted.
<br /> 0.1 and Federal Copper taluminum Aker ll ns of bus tors
<br /> smaller. change 42 inch diameter reducer sump to 38 inch specification WW-C-581 or latest revisions. Hot dip
<br /> diameter bottom by 33 inch diameter top tapered 6. For bedding of piping runs and backfill of pipe trenches, 3. Fuel in existing underground tank shall be removed galvanized on the exterior. Zinc or enamel on the interior. and lugs shall be made using belleviHe washers
<br /> containment sum and rip refer to other portions of these specifications. and disposed by Pacific Bell' Couplings, locknuts, and other fittings shall be galvanized and flat washers to compensate for differing rates
<br /> 4. Concrete: . Type iIt "regote:C94, A job mixed. Cement: P 9 P Py y of thermal expansion. Only crimping tools approved
<br /> ASTM C150. Type It clean, from
<br /> ASTM C33, clean and or sheardrzed, waterproof and threaded type only. b the manufacturer of the terminals or lugs shall
<br /> dry Water Potable, clean, from domestic source Curing RISERS AND ASSOCIATED PIPING 7. Fiberglass to steel pipe connections. Fiberglass threaded- 4. Engineer will apply for and pay for tank removal permits. Y
<br /> Campound. Liquid rnembrene, ASTM C309, Type 1. end adapters are to be threaded into the steel pipe or Contractor is responsible for arranging inspections. All lank 6. Outlet Boxes: Galvanized steel, boxes installed in any be used. Non-insulated tugs and wire ends shall
<br /> Curing Sheet Material ASTM 0171. 1. Underground steel portions of pipe and risers , including fitting before bonding onto the fiberglass pipe. and piping removal is by Contractor. Contractor shall exterior location, where exposed to rain or where exposed be Insulated with layers of plastic tape equal to
<br /> one located in sumps, shall be wrapped with two layers of cooperate with "Environmental Contractor" for soil/water to moisture laden atmosphere shall be cast screw hub type insulation of wire, with irregulor surfaces properly
<br /> Cal ico, Pol ken 940. Scotchwra 50 10 mil. toe or sampling and disposal of tank. with gasketed weatherproof covers. Boxes for vapor podded with insulation putty prior to application
<br /> 5. Botch and ,nix concrete in accordance with ASTM C94 at P Y P ( tape)
<br /> an estcblished plant, or Job-mix Mix concrete in quantity approved equal, 2 inches wide with 1/2 inch spiral lop. of tape. Splices it underground pull boxes or in
<br /> proof or explosion proof applications shall be designed
<br /> 8. Flexible connectors. Flexible connectors for connectign of 5. Provide fire extinguishers of size and rutin specified b other areas subject to moisture shall be
<br /> for immediate use. Do not •e-temper or use set concrete. fuel return and vent piping at tanks may be used in of 9 y P Y specifically for such use, provided with cost resin kits. Prepare splices as
<br /> 2 Connections to took risers shall flexible connectors P P 9 Y local fire departments.
<br /> No direct connections allowed. swing joints if approved by local jurisdiction. specified before resin kits ore applied.
<br /> 6, Concrete shall be regular weight, 1M15 Vfc. Minimum 28-day 7. Where applicable, pull boxes and cabinets shall be pre-
<br /> 6. There shall be no welding or other sources of ignition in fabricated concrete type;compressive strength for sinb on grade shall be 3,U00 minimum Boxes
<br /> Christy Concrete Products, 19. Systems shall test free from short circuits and
<br /> 9. All Imes shall be located us shown on the building the area while the removal operations ore In progress. Brook or equal. Boxes shall have standard brass hold- Y
<br /> _... ...__-.._... psi Maximum aggregate size shall be be Inch for regular- - „ a rounds and be free from mechanical and electrical
<br /> weight concrete. Maximum slump shall be 4 inches. FUEL PIPING drawing and shall grade down to tank. Identify lines There shall be no smoking on the Job site. NO down bolts and hardware. Boxes located in paved areas 9
<br /> with brass engraved togs at both ends. SMOKING' signs shall be poster. or the areas over which vehicles normally may travel shall defects. Circuits shall be tested for the proper
<br /> 7. Design and construct formwork. Forms shall be Comply with the following requirements: have traffic covers. neutral connection and rotation of motors. Where
<br /> substantially built and of sufficient strength and rigidity to 10. The foot valve shall be removed from the tank with the full 7. Provide barricades with flashing yellow lights and warning tests indicate faulty installation or other defects,
<br /> a. CCR Title 19, State Fire Marshal. signs to protect pedestrians and/or motor vehicles from 8. Relays for pumps and generator shall be hear dutytype
<br /> they shall be located, repaired and retested
<br /> produce finished concrete of the precise size, shape and length of extractor pipe in place In presence of telephone work area and tank hole. safety switches as maufactured b G.E., Westinghouse, at the Contractor's expense.
<br /> location indicated. b. CCR Title 8, Industrial Safety Orders company representatives. Y Y 9 p
<br /> c. American Petroleum Institute (API) Standards for Cutler-Hammer, Gould or Square D. Furnish with
<br /> double wall tank installations. 11. If Pacific Bell Engineer has required total contoinment 8. Drain, end when appropriate, flush product in the piping enclosure suitable for application. Provide fused type 20. Electrical contractor shall refer to latest issue of
<br /> 8. Finish shall be medium twenty. Keep surfaces 9 q PP YP
<br /> continuously damp for twenty-four hours. Curing is d. Materials, fabrication and testing shglll conform to "Enviroflex" product piping to be installer, see sheet P-3.E into the tank. where Indicated or required by code. Motor starters shall Voeder-Root installation instruction prior to
<br /> intended to maintain water for proper hydration and to standards of NEMP, IEEE, NFPA, UL and USAIA, for additional piping specifications. be disconnect switch type complete with three overload starling work.
<br /> e. National Electrical Code. NFPA 70. 9. The Rinse Contractor shall remove all remaining flammable relays and enclosure suitable for application, G.E.,
<br /> consistent
<br /> temperature ranges Procedures shall be YGould
<br /> I. CCR Title 24, Port 3, State Electrical Code. liquid from the tank which can be pumped out. It may be Westinghouse, Cutler-Hammer, Gould or Square D.
<br /> consistent therewith as far as practical and within scope y q
<br /> CCR Title 24, Part 5, State PlumbingCode. BEDDING AND BACKFILL necessary to use a hand pump to remove the bottom few
<br /> of work specified. y' inches of product and rinsate. All residual liquid or sludge,h. NFPA 30 and 31. P q 9 9. Conductors: Unless specifically noted otherwise herein,
<br /> 9. Defective concrete shall be repaired or replaced as directed i. Required tank labeling, UL 58. 1. A 4 inch minimum bed of bockfill moterial is to be placed including rinstote wilt be disposed by Environmental Contractor conductors for general wiring shall be a minimum of 98%
<br /> at no additional expense to Pacific Bell. j. CCR Title 23, Water Resources Control Board. in piping trenches. Smooth, compact and slope bedding conductivity, stranded, soft drawn copper, No. 10 and
<br /> k, Requirements of local authorities. material to allow a slope of 1/4 inch per foot toward the 10. Sawcut and remove concrete or A.C. cover for access to smaller shall be 600 volt, Type THWN.
<br /> UNDERGROUND FUEL STORAGE L Local fire and health departments. tanks. In extreme conditions, 1/8 inch per foot may be tank, dispose of concrete and A.C. debris,
<br /> used if approved by Pacific Bell. 1G. Connections: #8 end smaller; pre-insulated spring type
<br /> I Comply with the following requirements: 1. Fiberglass Piping 11 Shore the edge of the tank hole, if required All shoring is connectors. Threaded or crimp types will not be accepted.
<br /> 2, Piping sholl be placed on prepared bed in such a manner as to be in place before excavating lank. Use Skotchlock, Hydent, T&B or equal. Terminals for
<br /> Q. CAC Title 19, State Fire Marshal, a. Protect fiberglass pipe end fittings against abrasion to minimize points at which one pipe may cross over stranded conductors No. 8 and smaller shall be a pre-
<br /> b, shay or hard objects; impact damage from another e At points where in roust cross over, a 12. Dig down to the top of the tmrk. insulated trim type Lugs and connectors for conductors
<br /> b. CAC title 8, Industrial Safety Orders. P i P 9 pipe P piping y P YP - 9
<br /> !I c. American Petroleum Institute (API) Standards for improper storage, transport, laying or backfitling, minimum of 1 1/2 pipe diameter shall separate the pipes. 13. Remove the fill (drop) tube and TLS probe, Disconnect the No. 6 and larger shall be compression types of one piece
<br /> double wall tank instaflations. Inspect pipe for damage prior to using in the piping fill, gauge, and product and vent lines. Cap or plug open tubular construction with flat rectangular tongues. Two
<br /> d. Materials, fabrication arid testing shall conform to system. Protect piping from prolonged exposure to 3. Approved backfill materials, ends of the lines which are not to be used further. hole lugs shall be used for sizes 4/0 and larger. Fittings
<br /> standards of NEMP, IEEE, NFPA, UL and USAIA. ultraviolet light Remove any remaining liquid from the delivery line using for copper conductors shall be tin-plated copper. Cast SEAL BY LOCAL ENGINEER
<br /> e. National Electrical Code, NFPA 70. b. Primary and secondary pipe and fittings shall be UL Q. Pea gravel: A clean, naturally rounded aggregate with using care to avoid spillage. resin kits shall be Skotchlock sealing packs for wire size to
<br /> f CAC Title 24, Part 3, State Electrical Code. an 1/8 inch minimum and a 3/8 inch maximum #10 and Skotchlock kits for larger splices as r(�� ROBERT H. LEE & ASSOCIATES, II`=
<br /> approved, non-metallic, 100% plcoholl and methanol of diameter. U to 37 of the articles may oss through 14, Plug all tank openings wit'n one plug to have 1 8 inch vent C ARCHITECTURE Ti"Rn ENQI4EsEF1I
<br /> IT. CAC Title and
<br /> Part 5, State Plumbing Code compatible, for underground piping of petroleum p P Y P g lP 9 / recommended by 3M Company. ll������1J/1
<br /> IT. NFPA .30 anC 31 products The nmor i e shall hove bell and ° I/8 sieve hold hold for temperature expansion. I „a>ro.m�cwx aro. r�r.rw„r>3�.a. nun rr�-,u�
<br /> P primary pipe .oar w.>zrsx rva.rtccr
<br /> m I. Required tank lobeling, UL 58 spigot or threaded and tended joints. ell Secondary 15, The tank shall be inerted by using thirty pounds of dry ice 11. Grounding and bonding: The entire electrical system shall
<br /> CAC Title 23, Water Resources Control Board- b. Approved materials shall be dry and comply with form a continuous metallic electrical conductor from
<br /> d; j piping shot] have flanged and bolted joints. Ciba-- per thousand gallons of tank copocity or as required
<br /> o k. Requirements of local authorities. Geilgy, Dualoy 3,000 Pipe System, Smith, Red Thread ASTM C33, Para. 9.1 for quality and soundnessby local authorities, service point to every outlet and shall be grounded by
<br /> r I. Local fire and heolth departments. tl Pipe System, or approved equal. connection to the main service ground Electrical systems,
<br /> n PIPING TERMINATION SUMP 16. After tank has been Inspected by local health and fire supports, cabinets, control equipment, motor frames and
<br /> 2 When lifting or moving tanks, always use adequate sized c. Cut fiberglass pipe with a fine-toothed hacksaw blade inspectors, excavate and remove tank and piping. utilization apparatus shall be permanently and effectively - -
<br /> "i equipment and lift by lifting lugs and use a spreader bar to or an abrasive wheel on a circular power saw. Use a 1. Piping shall terminate in 200 mil. thick polyethylene sumps. Contractor to load tank and piping on transport provided grounded.
<br /> ensure a lift angle of at least 45' at each lifting lug. Each sow guide or "Wrap Around' to ensure a square cut by others, Disposal of tank and piping by Envira. Contractor.
<br /> funk shall have a rnirurnum of two lifting lugs. Do not set end. Cut pipe end roust be within 1/8 inch of squore. 2. Seo[ penetrations in sumps with bulkheads per sump Conlroctor to remove and dispose of existing concrete 12. Conduit Application: Minimum size of conduit shall be 1/2
<br /> y 9 ISSUED FOR BID/PERMIT 11/2a/9d CTL
<br /> looks with less than two lifting lugs. manufacturer's recommendations. tie-down slab beneath took if specified in Scope of Work inch. In no rose shall the conduit size be smaller than that _-
<br /> d. Tapering and reaming: Cut fiberglass pipe ends shall on sheet P-1, shown on the drawings. Boxes installed indoors or No. REVISIONS / AUTHORIZATIONS DATE BY
<br /> 3. Protect tanks against abrasion from sharp or hard objects; be tapered using standard tapering tools available 3. See Test #5 for sump test, imbedded in concrete shall be galvanized steel type.
<br /> impact damage from improper storage, transport, laying or from the pipe manufacturer. Protectg during p p i e 17. After the existing tank is removed, soil and/or water
<br /> Boxes installed exposed or outdoors shall be galvanized
<br /> samples will be taken from the tank hole by the SPECIFICATIONS I backfilling. Protect steel pipe and fittings against damage tapering to prevent damage to pipe, The finish taper TESTING cast steel with thread hubs. Branch circuit conduits under
<br /> ' to the protective coating or wrapping, Protect Conks from shall be smooth, clean and free from Environmental Contractor if contorninction is surface defects. slab shall be separated by of least one inch, in roses
<br /> prolonged exposure to ultra violet light. The length of toper for 2 Inch diameter is 1 5/8 inches 1. Test #1: Primary suction and return pipes shall be tested discovered, Contractor to notify Pacific Bell Project Manager where two or more conduits ore installed in a common
<br /> and for 3 inch diameter pipe is 1 3x14 Inches. For other to 26 inches of vacuum for a half-hour minimum duration immediately. Contaminated soil is to be stacked separately concrete encasement, they shall be separated by at least
<br /> I ; size e, consult pipe manufacturer s Instructions. without pumping and In the presence of Pacific Bell on visqueen firmly to prevent it from being blown off. three inches. Conduit shall be secure) fastened in lace OrtawlrvGs PREPARED FOR
<br /> 4 . Underground fuel tonic• shall be a steel primary tank pipe, P P P P 9 P Y P
<br /> Provide on asphalt, concrete or sandbag berm around all �'
<br /> metro UL58 with secondary containment provided b a company represantotive. so that absolutely no shifting will occur during placing of PACIFIC
<br /> CICIC BCI
<br /> 9 Y P Y dirt stock piles to prevent runoff. Disposal of all tank 1 F1 1 is Clete
<br /> steel/fiberglass reinforced plastic composite secondary e. Fiberglass pipe surfaces to be bonded shall be cleaned excavation soil (clgon or contaminated) will be by concrete encasement. Joints in conduit installed In
<br /> I, tank. The tanks shall carry UL label approval for with solvent as supplied by pipe manufacturer. If Suggested procedure: Environmental Contractor, concrete or exposed to weather, shall be liquid and gas SACRAMENTO, CALIFORNIA
<br /> underground motor fuel storage. Tanks shall comply with tapered section is wet or moist, dry with propane tight. FACILITY ADDRESS
<br /> torch, - do not overheat or burn the a If a. Tank shall be vented to atmosphere at all times. 18. If contamination is discovered, Contractor shop notify Pacific
<br /> ANSI F3 shall
<br /> and NFPA Standards ec & is Annular red p Belt Engineer immediate) Contaminated soil is to be 1 . Conduit location: Exposed conduit shall be neatly installed
<br /> cavities shall to monitored with electronic monitoring temperature is below 60' n warm tapered surfaces 4 Y 3 a 14 EAST 12TH STREET
<br /> equipment, Working capacities, openings and with propane torch, - do not overheat or burn the pipe b. Remove foot valve and cap suction line at bottom of stacked separately an visqueen and covered with parallel to or at right angles to the structural members.
<br /> or fitting Bell and of joints shall be made u with suction stub. visqueen. Disposal of contaminated soil will be by Exposed conduit stubbing u through the floor into the TRACY CALIFORNIA
<br /> appurtenances shall to as spawn on Drawings- Unused 9 P g J P P 9 P 9
<br /> I `o I epoxy adhesive as recommended b the pipe Environmental Contractor. Contractor shall land contaminated bottom of ex
<br /> N
<br /> tank openings shall be lightly sealed with plugs and caps P Y Y PP posed panels, cabinets or equipment shall be r
<br /> Installed in accordonce with manufacturer's manufacturer. Adhesive shall be mixed thoroughly in c. Apply 26 inches of vacuum to suction tine at point of soil on truck provided by Environmental Contractor. line dup, properly spaced and shall be straight and plumb
<br /> recommendations. accordance with manufacturer's tamer's instructions and shall connection to equipment. Conduits sholl be Installed at sufficient depth below the uATE, 1ervov94 DRAWN BY
<br /> ami be applied to both surfaces. Insert the spigot end into 19. If hole is left open overnight, Contractor to completely fence floor to eliminate any part of the bend above. Maintain 12
<br /> the bell using a slight turning motion (one-half turn to d. Do not ap"y vacuum to tank or generator engine. off the tank hole with six (6) foot high temporary chain inches seporation between power and intercommunication PROJECT ENGINEER CHECKED BY: J. McGRATH
<br /> o a full turn is necessary) and push. Apply pressure link fencing, no exceptions. A lockable gate shall be
<br /> cables. Conduit shall be kept at least 6 inches from the EST/RO NO. SHEET s OF 6 SHEETS
<br /> Z Alternate: Steel primary took ens edified above with a provided on all excavations left open more than 2 days.
<br /> P Y P until mechanical lock is achieved. Bock axial pressure Z Test #2: Primo pipe shall be air pressure tested ai 75 See plans for lorolion, covering on hot water pipes and 18 inches from the APPROVED DRAWING No.
<br /> U.L. listed secondary cont rinment and corrosion protection should be maintained on previously assembled joints covering on flues end breaching.
<br /> 4
<br /> �
<br /> jacket of high r ,r sity i ethylene YI to reduce the chance of separation. 20. Upon approval of Pacific Bell Facility Engineer, Contractor �+
<br /> shall install new tank, MANAGER _Y_ PVV
<br /> �
<br /> -_, r-
<br />
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