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ee Note 1 <br />r-.Existinqt--I Pavement --j r--D~Min(Typ),. <br />OD+20~Min <br />RIGID CONPU1T fLEXISI [CONDUIT <br />llOlli; <br />1.New pavement shall be I-thicker than existing pavement.minimum <br />al Q.25 rt.Nel't baae shaR be ,~thicker than existing bose.min 01 0.50 F"t. <br />2.5el",ct native material af imported granular material en!gpprovel.!by the Director <br />gf Public Work5.Backfill with matarials equal to or better thon the existing <br />pavemeot and bose in quality. <br />J.Relative compaction of materials shalt be tested in accordance with <br />Ihe Slote or C(llirorni(l.Dept.of Transport(ltion Testing Mon..,(lls.test <br />method No.Cali/amio 216 or 231- <br />4.All existing pavement sholl be neotty cut too line prior to trench excavation. <br />5.JeUlng or ponding wilt be permitted within the street riljlht-af-woy with <br />a 3 year bond.whllfl approved by the Director of Public Works. <br />S.When shown by soil composition (md compoctobi\ity,ninety percant (90Yo) <br />compaction mll)'be \,lud.when approved by the Director at Public Works. <br />7.Special bedding and backfill requirll'ml!nts may be shown on the pIons or <br />speeWed in the spacial provisIons. <br />CD-2"""'7 .' <br />-.'C •. <br />French Camp Fiber <br />Entry Project <br />R.29 <br />DETAILS <br />CONSTRUCTION <br />TYPICAL TRENCH BACKFILL <br />COUNTY OF SAN JOAQUIN <br />Dtl'AllTl.tUo"TOFI'IIIUC\l."l'lllK5 <br />Dol.;oec 2al4 Std.DIog.No.Working for YOU <br />Knowwllat's below.Call before you dig.