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See Note 1 Below <br /> 69' Min - E>;i merit <br /> 6 – Pavement 6" 6 <br /> (IYP)r — – `_ Min <br /> (IYP) <br /> 3'-0" \i See Note 2 Below <br /> ! Compact in 12" max \ _ \\ 3'-0" <br /> -------- \\ layers to a min elative <br /> \\ __---_– compaction of 95% � <br /> – and�. under- pavement and \ ------ – \ Var <br /> Var \\ _-- __ 90% outside pavement.. <br /> Compact in' 24" max „ <br /> \� layers to a min re►a'Live \\ O� . OD+12 <br /> OD/2 \\ \\ compaction of 85%. X <br /> Compact in \\ <br /> to an relative' <br /> layers <br /> compaction of 90%. <br /> 10" Min OD– � - -10" Min „ <br /> 10 Min --OD 10” Min <br /> OD <br /> + 20" Min OD <br /> – 20 Min <br /> MGI® COEalD[JI! �LEXIBLE CONQUI T <br /> NOTES: <br /> 1. New pavement shall be 1" 'thicker than existincl pavement, minimum. <br /> Of 0.25 - Ft. 'New base shall be 1" thicker than existing base, min of 0.50 Ft. <br /> 2. Select native material or imported gran-ular material as approved by the Director <br /> of Public Works. Backfill with materials equal to or better than the existing <br /> pavement and base in quality. <br /> 3. Relative compaction of materials shall be tested in accordance with <br /> the- State of California, Dept. of lranspbrtation Testing Manuals, ;test <br /> method No. California 216 or 231. <br /> 4. All existing pavement shall be. neatly cut to line prior to trench excavation. <br /> 5. Jetting or ponding will be permitted within the street right–of–waY with <br /> a 3 year bond, when approved by the Director- of Public Works, <br /> 6. When shown by soil composition and compact ability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of Public Works. <br /> 7: Special bedding and backfill requirements may he shown on the plans or <br /> specified in the special provisions. <br /> 0'! Approved by: <br /> r .� <br /> TYIP-CAL TRENCH BACKFILL <br /> '1 = No. Revisio <br /> '` `'I n Description <br /> Date <br /> ` C°OLWTY OF SAN J(:)AQU N <br /> for <br /> DEPARTMENT OF PUBLIC IVORKS YOU <br /> Date: DEC 201 Std. Dwg. No. RQ29 <br />