COMPLIANCE INFO_1956 - 1972 - Laserfiche WebLink

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1. GENERAL • The tank is to be an upright, cylindrical, flat bottomed, steel tank 211-6" inside diameter, 16'-0" high. As installed it must meet the requirements of the San Joaquin County,Building Code (The Uniform Building Code, 1973 of the International Conference of Building Officials (UBC 1973) ). The tank is to be designed for the storage of agitated TRANSITE slurry, maximum specific gravity 1.2. Tank must adequately support the features called out in this specification during continuous 24 hour -a -day operation. 2. SCOPE OF WORK A. Contractor will perform all required engineering, design, fabrication, shipping, erection,.installation, and painting of the tank and its Features listed in Section 5 below. B. Contractor is required to obtain all required permits and licenses except: The Plant Engineer or his representative shall obtain the building permit, any required foundation soil analysis, and final approval by the Building Inspector of the installed tank. C. Upon the requesr of the Plant Engineer or his representative, the Contractor will provide such engineering data as the San Joaquin County Building Inspector may require to demonstrate that the tank meets UBC 1973 requirements. 3.. WORK SCHEDULE AND TIME OF COMPLETION A. The work shall be carried out in a timely fashion in accordance with a schedule provided by the Contractor and approved by the Owner. B. The installed tank is to be ready for the leak test of Section 7 within nineteen (19) weeks of signing the contract. C. Final painting or touch-up painting is to be completed within five (5) working days of successful completion of the leak test and drain down. 4. CONTRACT DRAWINGS The schematics, J -M Stockton drawings numbered 2-188-4 August 4, 1975 Revision, 2-189 ' -5 July 15, 1975 Revision, and 2-190-4 dated August 4, 1975 are part of these specifications. 0