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Res 1990-111
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Res 1990-111
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7/30/2007 4:23:50 PM
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7/30/2007 4:23:50 PM
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City Clerk
City Clerk - Document
Resolutions
City Clerk - Type
Agreement
Number
1990-111
Date
9/24/1990
Volume Book
100
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<br /> 121 <br /> RAMON LUCIO, RIO VISTA, RIO VISTA ANNEX, AND BICENTENNIAL <br /> PARKS RECREATION DEVELOPMENT <br /> TECHNICAL SPECIFICATION 8 <br /> GROUP SHELTER <br /> b. Materials: <br /> (1) Select fill material under slabs: Fill material, when <br /> properly slaked and tested by standard laboratory methods, shall <br /> meet the following requirements. <br /> Retained by 2-1/2" screen 0% <br /> Retained by 1-1/2" screen 0-25% <br /> Retained by 3/4" screen 15-55\ <br /> Retained by 1/4" screen 45-75% <br /> Retained by No. 40 Mesh Sieve 60-90\ <br /> Maximum Minimum <br /> Passing Plasticity Plasticity <br /> 40 Mesh Sieve Index Index <br /> a. 25-40\ 15 3 <br /> b. 10-25% 20 4 <br /> All fill material must be approved by the Engineer prior to <br /> placement. Samples of proposed select fill shall be furnished to <br /> the testing laboratory a minimum of seven days prior to <br /> installation to permit time for specification compliance inspection <br /> and approval. <br /> (2) Excavated material approved for use as backfill shall <br /> be free of stones larger than 2 inches in the longest dimension, <br /> roots and organic material. <br /> (3) Ut.11itiesl Coordinate concrete work with the <br /> electrical or other trades whose work must be installed in or below <br /> concrete slabs or through beams or slabs. Furnish necessary grades <br /> and d~naions as required for proper installation of all pipe and <br /> conduit. <br /> c. Excavation, Filling and Backfilling: <br /> (1) Excavations shall extend a sufficient distance from <br /> the walls and footings to allow for the placement and removal of <br /> forms. Where excavation is to lower levels or greater depths than <br /> required for foundation,construction shown, or where unsatisfactory <br /> material is removed, the excess material shall be replaced with <br /> 8-2 <br />
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