Laserfiche WebLink
Page _of <br /> Geosyntec I> <br /> l}}O�} Written by: T' �C`^f`� Date:�O S i)J/�� Seviewed by: _ Date: <br /> consultants DD MM YY DD MM YY <br /> Client: L L E r A <br /> _.T. Project: 't JA yn{� Project/Proposal No..S4L Task No. b3 <br /> kfill with materials equal to or beCter than <br /> existing p t and base a�-Iity. New pavement <br /> shall be 1" thic��k,,,..e.��risting pavement, <br /> minimum of feet. New base s ra-Ll_be i" <br /> thi than existing base, minimum of 0-,5_ fit. <br /> Existing Pavement <br /> 6" min <-6° min <br /> A, mpact in 12" ma <br /> laye to a mi <br /> relativ <br /> compact'on f 951 <br /> � and pavemen and <br /> M 9 a outside <br /> pavement <br /> Previously installed <br /> r/ <br /> 2 ' by 3 ' concrete j well box removed to <br /> 1 foot below base. <br /> Previously installed <br /> / well removed, <br /> borehole filled with <br /> neat cement. <br /> i <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 /> excavation. <br /> 3. When shown by soil composition and camp- ability, ninety percent (900) <br /> compaction may be used, when appr.ovdd 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 />