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Effective: 2/11177 City ofCenterville Grd. #30 excavations shall be protected by barricades and warning markers and lights reasonable and suitable for the purpose. The Cit'j shall be held harmless of any claim or loss as might otherwise arrive for damage, loss or injury caused by or arising by reason of such work being performed. 5 Street Repair: No digging in any type City streets shall be pennitted except by special w-ntten permission from the City. Backfilling shall be thoroughly compacted with M.H.D Class 5 gravel base compacted to 100 percent maximum density in 6 inch layers. The base shall be treated and a surface installed in accordance with the Ordinances oftte City of Centerville. . Unsatisfactory Filling Or Repair Of City Streets Or Right-Of- .Way: Where excavations are unsatisfactorily filled and or surfacing is improperly patched, the City Council shall cause them to be placed in a satisfactory condition and the cost thereof shall be charged to such plumber doing further work within the City shall be suspended until such charge is paid. Such plumber shall be given notice thereof and ten (l0) days within -which to pay such charge. SECTION 12. CONSTRUCTION REQUlRElVffiNTS. All building sewers and sewer service lines shall be of approved cast rron soil pipe, or plastic pipe of a type approved by City Engineer. All joints or connections for approved pipes shall be made in a IDmmer and kind approved by City Engineer and kept on ille 'with City Clerk. Individual service lines shall not be less than tour (4) inches in diameter and shall be placed at a uniform grade not less than one-eighth (118) of an inch per toot. Building sewer lines shall contain no more than two (2) ninety (90) degree long sweepbends or a combination offorty-five (45) degree bends. A c1ea..l1out to the surface shall be provided between the first and second ninety (90) degree bend. Each lend and cleanout liser and cover shall be of cast iron construction or of type approved by City Engineer. Cleanouts shall be at intervals not to exceed eighty (80) feet. No connecting sewer shall be laid parallel to lliiY bearing wall or footing unless fiIrther distant than three (3) feet fi.-om such bearing wall or footing. No connecting sewer shall be laid within (20) feet of an existing well unless cast iron soil pipe is used. Multiple connections of more than one (1) building shall not be made unless approved by City Engineer. No mter-cormection of existing private sewage system shall remain upon connection to the public system. Upon completion of sewer service connection, a record made by Plumbing Inspector showing placemem of building sewer line lli"ld ail outside deanout risers as related to building foundation and sewer service line shall be filed with City Clerk. Old house sewers or portions thereof may be approved for use by the City Engineer. The City Engineer may request that the old sewer be excavated for the purpose of facilitating inspection. No house sewer shall be laid across or over any ey,jsting cesspool or septic tank unless the existing cesspool or septic tank shall first be pumped clean and filled with earth to the existing ground level. Where a connecting sewer is laid across or over the existing cesspool or septic tank. .All other cesspools or septic ta111.<:s shall be pumped clean and filled with earth to ground level unless said tanks are required as portion of surface water drain system as approved by Plumbing Inspector. The sewer conn.ection stub is marked by a two inch by two meh ""\Tood stake to the surrace. The sewer installer should verif3l the location and elevation of the connection before proceeding with the l.'1Stallation. Any deviation from the plan location which will affect the installation of the sewer connection, should be brought to the attention oftne City :irr;;mediate1y. Contractor shall Page 50f9