Laserfiche WebLink
Page -of <br /> Geosyntec t� <br /> Written by: '_ ` .. _. Date:©S J�J/ Reviewed by: Date: <br /> consultants DD MPA YY DD MM YY <br /> client: L L E lik_T_ Project: L'A JA 1.enf c, S4 6 1 1 I, O 3 <br /> Project/Proposal No.�__,. Task No. <br /> kfill with materials equal to or,bet r than <br /> A <br /> existing t and <br /> baseuty. New pavement <br /> shall be 1" thicker isting pavement, <br /> minimum of feet. New base s1't2~1] be 1" <br /> thi than existing base, minimum of� _f et. <br /> Existing Pavement <br /> 6" min <-6" min <br /> { <br /> mpact in 12" ma <br /> laye to a mi <br /> relativ <br /> ze compact"on f 95*6 <br /> and pavemen and <br /> 9 0 outside <br /> pavement <br /> / Previously installed <br /> 2' by 3 ' concrete <br /> well box removed to <br /> 1 foot below base. <br /> / Previously installed <br /> i <br /> well removed, <br /> borehole filled with <br /> neat cement. <br /> NOTE . <br /> 1. Relative mpaction of materials shall be tested in accordance wit <br /> the State of Cal rnia, Dept. of Transportation Testing Manuals est <br /> method No. California or 231. <br /> 2. All existing pavement sha e neatly cut to line for to trench <br /> ,o <br /> excavation. <br /> 3 . When shown by soil composition and comp ability, ninety percent (90%) <br /> compaction may be used, when approved by the Dir or of Public Works. <br /> 4. Sidewalk repairs shall be made by completely remove and replacing the <br /> concrete flag at surface. <br />