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_ See Note 1 Below~ _ Ir Existing-.:-\ '\_ 6~ Min~ t:::= 6':::1 r-=-f Pavement \ 4 ( I yp) m~= = ( ,~, ,:.::: 1/~: -'.?::0.t::::t;;·;(,;'';;-t·:<:{. ':, ;\;i:-, · --· 6" Min (Typ) T ~ 3'-0" \ t ~-! "-' /! ('< ------' ~ =----Var ~ ,' See Note 2. Below Compact in 12" max layers to a. min relative compaction of 95% unde1-pavement ond 90% outside pavement. _.:;·: 3'-o" t Var (' Compact .in· 24" max OD+ 12" . 0D/2 ~ . ' , , , , yers · to a min relative ·compadion of 85%. ~~i~~~ij ' Compact in 6" layers to a min relative compaction of 90%. 10" Min .,__ --OD --1 o" Min 1 o" Min --OD ~10" Min OD OD + 20" Min + 20"-Min ·R1Gm CONDUIT FLEXIBLE CONDUIT NOTES: 1. New pavement shall be 1" ·thicker than existing pavement, minimum. of 0.25 -Ft. New base shall be 1" thicker thaR existing b_ase, min of 0.50 Ft. 2. Select native material or imported gran.ular materiel as approved by the Director of Public Wo1-ks·. Backfill with materials equal to or better than the existing pavement and base _in quality. . 3. Relative compaction · of materials shall be tested in_ accordance with the-State of California, Dept. of Tr:anspbrtation Testing Manuals, _.test methnd No. California 216 or 231. 4. All existing pavement shall be-neatly cut to line pribr to trench excavation. · 5. Jet_ting or ponding will be permitted within the street right-of-way with a 3 year bond, when approved by the Director of Public Works. 6. When shown by soil composition and compacfobility, ninety percent (90%) compaction may be used, when approved by the Director of ·Public Works. 7·. Special bedding and backfill requirements 111ay be shown on· the plans or s·pecified in the ~pec-ial provisions. Approved by: ,; : ·.': No. Revision Descri tion Dote I ¢~ . ti\ COUNTY: OF SAN JOAQUJlV 1-•-;-I ----+1---1 DEPARTMENT OF PUBLIC WORKS VlMldog for YOU Dote: .DEC _2014 S-td. Dwg. _No. R_a2g}