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. See N~t~ 1 Below~ . ;--;=Existing::--\ "\ 6~ Min~ r 6'~ r-f Pavement \ 4 t:1=6" ~ ::j ~6'~ Min (!yp)l ~~~~, . '.~J"'.:. (lyp) T ./,V • See Note 2 Be-low 3'-0" /. Compact in 12" max J ( .-:t===========~ layers to a. min relative A ;,. ======-_comp_action of J.957a I > =----unde1 P,_□~~men1 ond , Var ~ 90% ou LS Ide pavemem:_ > . 3'-o" t Var ;,. Compact .in· 24" ma.x OD+ 12" . .' ·===,-,,... yers · to, a min rel"ative OD/2 : ·compadion of 85%. ~~~~~~,1~~1;= ' · ' Compact in 6" layers to a min relative compacticm of 90% . 1 o" Min "" • .:_OD --1 o" Min 1 o" Min •--oo-OD + 20" Min -~ OD + 20"-Min -10" Min .R!GlD CONDUIT FLEXIBLE CONDUIT NOTES: 1. New pavement shall be 1" 1chicke'. than e>-cisting P.avement, m1n1mum. of D.25 • Ft. New base shall be 1 ·'· thicker thar-i existing b_ase, min of 0.50 Ft. 2. Select native material or imported gran.ular materiel as approved by the Director of Public Wot·ks: Backfill with materials equaJ to or better than the existing pavement and base _in quality. . 3. Relative compaction · of materials shall be tested iii_ accordance with the· State of California, Dept. of Tr-anspbrtation Testing Manuals, .. test metho.d No. California 216 or 231. 4. All existing pavement shall be. neatly cut to line prior to french 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 Wo_rks. 6. When shown by soil composition and compacfobility, ninety percent (90%) compaction may be used, when approved by the Director of ·Public Works. ?-. Special bedding and backfill requirements 111ay be shown on· the plans or specified in the ~pec-ial provisions. Approved by: No. Revision Descri tion COUNTY. OF SAN JOAQUJJV -1 DEPARTMENT OF PUBLIC WORKS VI rndri,rng fo,r YOU Date: ·oEc 2014 Std. Dwg. _No. Date