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: <br /> »z ° <br /> i 1, 0 General The foundation for. the tanks shall be fire soil suitably Vent Imes must slope up continuously <br /> uz The contractor accepts full responsibility for proper handling graded, level , and have 6" of clean sand. The tanks shall from tanks at a minimum of 1/8" per foot and shall be <br /> and installation of the underground storage tank and piping, be encompassed by' clean sand, rree of traps and sags , All lines must be installed on <br /> and shall insure that good workmanship is followed during all a minimum of 3" of sand bedding and between pipe and side <br /> WE <br /> construction, if the ground is not of fire soil and/or there is a high jr trench, Test piping before backfilling trenches, <br /> water table, the tanks shall be installed with a concrete ,upon completion of test, backfill trenches to subgrade <br /> The contractor Is responsible for inspecting the tanks for damage deadmen and hold down straps. nith sand, hand tamp and water puddle for 90% relative <br /> and insuring proper holiday testing is performed on tanks before . ompaction . , <br /> installation into tank hole. The backfill material must be capable of being 95% compacted, <br /> [tie material shall then be placed in 6" layers and tamped ane,i testing piping, all lines must be tested . Notify COM13A <br /> TINY i <br /> The Presence of a company representative at the job site does Jown. Cradles , saddles, or shocking blocks should not be used cr.ner' s representative 24 hours in advance of testing , <br /> not relieve the contractor of the reponsibility for the proper as they may cause tank failure due to stress concentrations: ise air test Procedures, Provide any other test( s) that <br /> handling and testing of the storage tanks : Idy be required by local codes. AINCHITECTS <br /> temuve all threadlor flange protectors from the unused <br /> 2, 0 Storage Tanks Jaenings, Then , close Off these Openings with Steel pipe _,, ,� "ete Work <br /> The Customer Company will purchase and provide, to the Contractor, J.119S or gaskets using proper joining seal . Luncrete work must be of the highest standards, MediumING <br /> the storage tanks . The contractor is to arrange the delivery time broom finish, concrete to be of black finish using 8 lbs. <br /> for the storage tanks at the job site, The Customer Company will Ne, tanks are to have a 1% slope The fill or yard. <br /> also provide tank straps , if needed, and will be delivered with -,yid to be lower than turbine end , <br /> the tanks, _ , ..actor is responsible for any damaged concrete or <br /> ;, J Jouole Containment Tank Monitor .,Phatt that may be done during the installation of the tanks <br /> Tang manufacturer and contact: Modern Welding Co. . Inc, Ine contractor must provide a riser and 12" cover box on the any other work that is associated with the job, The 940 TYLER SFREE SFUD10 23 <br /> 4141 N . Browlev Ave. fill end of the tank. _ntractor is to repair or replace any damaged concrete or IIENICIA, CALIFORNIA 94510 <br /> Fresno, CA 93711 �Phalt before job is considered complete. <br /> (209)275-9353 eak-X monitor or similar electronic monitoring device will 1 t (415)682-0502 <br /> used and suppi!ied by The Customer Company , _ n up <br /> Tanks being used are: Double Containment, Fiberglass coated, A ea to be cleaned up when work complete. This includes all <br /> J�e, fill Protection equipment and materials. Job site is to be swept up and left <br /> Waste Oil tanks will be 520 gallons Ine Customer Company will provide to the contractor, overfill a condition acceptable to The Customer Company , <br /> SPP cas olan for details protection boxes , : The contractor will be responsible for <br /> installing the ov�ierfill boxes as specified in plans and ,ullt Plans <br /> manufacturer , The overfill boxes supplied will be: contractor to provide as-built plans at time of completion. <br /> 'dinecb 111-V container with manual drain valve. The job will not be considered complete until as-built plans <br /> EOUIPMENi TU 3c 'NSIALLED BY CUNTRACTOR: e at The Customer Company main office , Plans are to include <br /> I efify all dimensions measurements <br /> " Underground waste oil tanks by Modern Welding, Glasteel urate underground piping layout of all piping done by and data at the site. Report aRv <br /> A errors discrepancies or questions to <br /> Leak Detectors - Red Jacket #116-017 _ntractor , <br /> the project manager These drou Ings, <br /> " Pit Boxes - Pameco 30" 0are InsIfflineWS of sen ice prepared <br /> D. J rp.'ig ru, k tor contract construction nork,and <br /> Fill Boxes - Pameco #113-U A: 1 vapor, and vent undergorund lines are to be best grade <br /> Fill Adaptor & Cap - OPW 4636- 1I fiberglass Piping using either Civa Blegy Duraloy 3000 permissit m. <br /> " Fill Drop Tubes, Coaxial - EW#A88-001 A,O . Smith Red Thread , Job to be exclusively of one <br /> ° Vent Vapor Extractor Valve - Universal #V-420, 4"x4"x2" i, and of pipe , <br /> Access Boxes, .12" - EW#A717-022 <br /> no ;ustomer Company will provide a vent extractor valve <br /> 3, 0 Regulations or vent to be installed by the Contractor , The Customer 7 <br /> The contractor is to secure all permits required by the Fire umpany will run the electrical conduit in vent ditches FOOD & LIQUOR 37 <br /> Department, City, County, State agencies, and all air pollution -or The Customer Company , Contractor to notify The Customer —-- _—_ <br /> control permits from local districts , Also, the contractor is -umpany in a reasonable time as to when ditches will be 15 West G rantllne <br /> to provide the electrical permit required, <br /> oadv for conduit i Tracy, Ca <br /> All pork is to conform to the present regulations as set �, . �tp.ng Specificat}ons <br /> forth by these government agencies, All inspections are hutting - fiberglass piping shall be cut using a fine tooth <br /> the responsibility of the contractor, hacksaw blade . Ends should be cut as square as possible to <br /> iisure proper tapering. The Customer Co <br /> 4. 0 New tanks are to be installed in accordance with manufacturers <br /> specifications, These specificat-ions are as. follows: duoring - of fiberglass pipe shall be accomplished by the PO. BOX 886 Benicia , Ca <br /> aye of a tapering toot as supplied pY the manufacturer, <br /> auks installed In areas that will be subjected to vehicular -finish taper shall be smooth, cleanand free from any surface <br /> traffic shall be protected by either 18" of compacted soil jefects, <br /> )4us 6" of reinforced concrete, or 8" of asphalt paving extend- <br /> :ng at least one foot from the tank in all directions, or, -roorglass piping shall be connected to galvanized piping <br /> Dy a minimum of 3 feet of soil , nith threaded endladapters. Threaded end adapters , when used <br /> .rt Vent riser locations, under pump Islands, at remote pump SHEET FIFLE <br /> ine excavation of underground tanks that will be subjected tojild tank connections, etc, ,, shall be threaded onto galvanized <br /> oehicular traffic shall be one to provide a minimum cover of 21 SPECIFICATIONS <br /> if soil , or one foot of soil under a reinforced concrete pad ).Ping or fittings before bonding on fiberglass piping, <br /> SCOPE OF WORK <br /> of not less than 4" thick. The excavation shall also be free surfaces to be bonded shall be cleaned with solvent as <br /> if any water or liquid during the installation procedures, ,applied by the p�pe manufacturer , Apply adhesive to both REVISIONS DALE <br /> ;urfaces and Insert the spigot into the bell using a slight <br /> _urning motion while pushing, Apply pressure until mechanical <br /> uck Is achieved. <br /> I)ate Drawn By <br /> Job No. Checked By <br /> SHEET <br /> OI' SHEETS <br />