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3-65 <br /> accordance with Industrial Steel Specifications for Fence-Posts, <br /> Gates , and Accessories of the Chain Link Fence Manufacturers <br /> Institute except as follows: <br /> Intermediate posts shall be Type ? or 'Type II round pipe. <br /> Posts shall have holes L_, e5 su1+abl e fnT- the through passage Of a top <br /> fence rail. <br /> Bottom reinforcing wire shall be No. 7 gage galvanized steel <br /> wire. <br /> Double gates shall have eccentric double locking type latches <br /> which engage strikes securely bolted to the gate frames at both <br /> top and bottom, and also engage a heavy malleable iron <br /> nonfreezing gate stop _ anchored in a concrete footing at the <br /> center of the double gate opening. Latches shall be readily <br /> locked with a padlock. <br /> Hinges for swing gates shall allow gates to swing back parallel <br /> to the fence. <br /> 3 . 8 .8 Site Grading <br /> The entire site shall be graded to maintain it at an elevation <br /> above the 100 year flood level. The current elevation of the <br /> Lodi site is 5-7 feet above sea level. The 100 year flood level <br /> is 8 feet above sea level. The Contractor is required to spoil <br /> all topsoil at the site, however, no fill material is available <br /> ,_. LL_ ;to above i l,a 100 near <br /> at the site. At Ceres (Turlocx) , Elie sJL G lj above <br /> 1 - <br /> flood level, however, the adjacent land to the west of the site <br /> cannot be used as a spoil/borrow area. <br /> The entire site shall be paved with a minimum of 2 inches of <br /> asphalt in the non-road areas . <br /> Roadways on the site shall be designed in accordance with <br /> CALTRANS standards and guidelines_ <br /> _a <br /> The storm runoff from the site shall be collected, prUceSSed ill <br /> an oil-water separator, and stored in a detention pond capable <br /> of holding a ten year storm. <br /> The Contractor shall supply alternate pricing in its proposal <br /> for installing a gravel road from Crows Foot Landing to the <br /> project site. The easement is 20 feet wide and the lencrth of <br /> the road will be 2306 feet_ The Contractor shall assume two <br /> inches of roadway gravel upon a prepared base_ <br /> At the Lodi site, for the purposes of the proposal. the <br /> Contractor is to assume the site requires three feet of fill <br /> over the entire site above the current grade_ In addition to <br /> the tftre { t of fill the Contractor shall deterMi-re how much <br /> �.aaice wee.. �., <br /> i <br /> a <br /> T 'cl eos :LO s0 EO gnu <br />