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3003 W CASINO RD DRAINAGE TRENCH FOR FUEL DOCKS 2016-01-01 MF Import
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DRAINAGE TRENCH FOR FUEL DOCKS
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3003 W CASINO RD DRAINAGE TRENCH FOR FUEL DOCKS 2016-01-01 MF Import
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Last modified
1/25/2017 2:11:57 PM
Creation date
1/25/2017 2:11:09 PM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
DRAINAGE TRENCH FOR FUEL DOCKS
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AOEING FUEL DOCK - TRGNCH DRAIN JULY 1994 <br /> A. Excavation made below grade inadvenently or without authority shall bc restored to <br /> grade with trench foundation stabilization ma:erial, at no added cost to the Ower. <br /> B. If the material at the bottom of the tronch below the bedding rock is unsuitable, the <br /> Owner's Authorized Repreaentive may order excavation below grade and backfill with <br /> trench foundation stabilization material. <br /> C. T'he Engineer will determine the depth of removal of unsuitablc matcrial. <br /> D. Dispose of unsuitable materia! off property. <br /> 3.4'. EXCAVATION FOR STRUCTURES: <br /> ' I <br /> A. Excavate area adequete to permit efticient erection and removai of forms. <br /> B. Trim to neat lines where details call for wncrete to be deposited against eanh. <br /> C. Excavate by hand in areas where space and access will not pertnit use of machines. <br /> D. Notity Bceing immediately when excavation has reached the depth indicated. <br /> E. Restore bottom of excavation to proper elevation with compacted fili or compacted <br /> granular material in areas overexcavated. <br /> 3.5 DEWATERING: <br /> A. Keep trench free of water. <br /> B. Ptovide adequate pumping and piping equipment to accommodate and dispose of <br /> water. <br /> C• Provide adequate screens or plugs to prevent abjectional material from entering pipe. <br /> D. Using well points, welis, etc., lowet and maintain the static ground water level to at <br /> least 1 1/2 feet below the bottom of the excavation during excavation, pipe laying, <br /> and initial filling. <br /> E. Obtain Oµrner's Authorized Representativc's approval of discharge point or points <br /> prior to beginning dewatering. <br /> 3.6' SHEETING AND BRACING: <br /> A. Provide sheeting and bracing as required to prcvent caving or sloughing <br /> oftrenchwalls. Contractor shall be rcsponsible for all trench construc:ion and <br /> maintenana, including the adequacy of the trench ahating and bracing, and safety of <br /> workers. <br /> � H. Solid-sheet trench, if necessary, to preserve a suitable grade for the pipe. Drive far <br /> • enough below grade to provent inflow of material from outside of trench lines. <br /> TRENCHING, BACKFILUNG, AND COMPACTING pZ2Z�.q <br />
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