02-11-1985 Council Packet - Laserfiche WebLink

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24,000.6.C. DE, -_...4CY OF BACKFILL, BY WHOM SUPPLIED: Any deficiency in the quantity of material for backfilling the trenches, or for filling depressions caused by settlement, -hall he supplied by the Contractor with no extra com- pensation allowed. Any sr.:lement which occurs shall be refilled by the Con- tractor. Material shall be provided at the Contractor's expense and the matL- rial shall be approved by the Engineer. 24,000.6.H. DISPOSAL OF EXCESS MATERIALS AND DEBRIS: Unless otherwise speci- fied, excavated material either not suitable or not required for fill material shall be disrosed of by the ,-,ntractor outside of the right-of-way at his ex- pense in any manner he may -lect subject to the provisions of the following paragraph. Before dumping such materials or debris on a private or public land, the Con- tractor must obtain from the Owner of such land written permission for such dumping and a waiver of all claims against the Owner for any damage to such land which may result therefrom together with all permits required by law for such dumping. A copy of such permission, waiver of claims and permit shall be filed with the Engineer before said disposal is made. 24,000.6.I. RESTORATION OF SURFACE: All surfaces disturbed during the con- struction period, whether caused by actual excavation, deposition of excavated material, or by the constr-1'; rn equipment, shall be returned to its original conditions or better. Ex,pptionr to the above, if any, or special instruc- tions pertaining to any particular section of the project will be outlined in the "Special Provisions." 24,000.6.3. CLEANING UP: Surplus pipe line material, tools anel remporary structures shall be removed by the Contractor, and all dirt, rubbish, caused by his operations and excess earth from excavations shall be hauled to a dump provided by the Contractor and the construction site shall he left to the sat- isfaction of the Engineer. Clean up and restoration shall include the replacement and restoration of all street signs, mailboxes, posts, fences and similar items disturbed by the con- struction described herein. Unless otherwise noted in the Special Provisions or Proposal all items of clean -yip and restorations shall he considered inci- dental to the contract with no additional compensation allowed. 24,000.7. TESTING PIPE LINES 24,00n.7.A. 1NFITIRArION__IN SEWER-: Upon completion of the Newer construc- tion, leakage cest9 shall be made Lo determine the amount of ground water in- filtration into the sewers. Measurements will be made by means of 90° V-notch weirs placed in t►-,e lines. Measurements shall he taken at all points where, in the c-anion of the Engineer, the flow of water in the sewers is greater 0.an the iximum allowable leakaF,-. Tests inav he taken between individual manholes ..d the infiltration in any given li hall •,?t tx.ved th. specified maximum allowable race. "he maximum allowable rate cif per inch diameter of pilve per day. ige shall not exceed 'n0 gallons per mile 24,000-14 2 84!4554b Copvright 198m llonastruo, Rnoene, Anderlik 6 Associptes, Inc.