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Note 1 Below <br />6" Min --0-1 � �/ 6"� � / Pavement <br />(TYp) <br />i" Min <br />(TYp) <br />UTILITY CROSSING <br />"-----gO% <br />See Note 2 Below <br />Compact in 12" maxlayers to a min relativecompaction of 95%under pavement and \--------Vor outside pavement. <br />0 — c Compact in 24" max J <br />"layers to a min relative <br />OD/2 compaction of 85%. <br />Compact in 6" layers -- <br />to a min relative <br />compaction of 90%. <br />10" Min tOD 10" Min 10" Min <br />+ 20- Min ' + 20" Min <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />12" <br />0" Min <br />NOTES: <br />1. New pavement shall be 1" thicker than existing 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 granular 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 Transportation 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 compactobility, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />7. Special bedding and backfill requirements may be shown on the plans or <br />specified in the special provisions. <br />TYPICAL TRENCH BACKFILL M- <br />No Revision Description Date <br />COUNTY OF SAN TOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />WRulRing fix YOU Date: DEC 2014 Std. Dwg. No. R-29 <br />r0' iii CIGR 0 On mammmm mum <br />CROSSING UNDER CROSSING OVER <br />TYPICAL UTILITY CROSSING POTHOLE REPAIR DETAIL <br />PC) I HOLE REPAIR <br />caxslxr ae rsaxx crac <br />SEALING BUSHING wscw xuw aiawc <br />DUCT WITH CABLE <br />xo avxa <br />sasx 'Ruu <br />Raxc ro sIns x v <br />oaaxr a slurs uaeis <br />nsrmucr Rlu xwc \` euawc <br />SEALING BUSHING <br />SPARE DUCTS as <br />Xa ecez <br />anarse <br />LYNIXOLLN aEl19T' FlLL <br />NT SHALL BE I <br />l� d NEWTMICRERETWI fAmX6 <br />(Vu, sw..) am PAVEMENT MINIMUM OFa <br />A,M aN o.zs R. X EW"we Ms L Xz an <br />x6f� aAr y�XIesERTWI sem xe OEr,MM B <br />®sE, mw oEosE <br />r <br />f—L—la• m. .. <br />L1—Ir wes <br />gyL'QBmFsa <br />CMI <br />rSPE, u <br />nmvr <br />TYPICAL POTHOLE REPAIR DETAIL <br />i� <br />C O M C A S T <br />IMPORTANT NOTICE <br />a Section # 4216/4217 of the Government Code requires a <br />Dig Alert Identification Number to be issued before a <br />'Permit to Excavate' will be valid For your Dig Alert I.D. <br />CALL TOLL FREE <br />4D HOURS D SERE YOU OIG <br />UNDERGROUND SERVICE ALERT <br />1-800-227-2600 <br />PLANS PREPARED BY: <br />w u w <br />vnv <br />A CONGRUEx• COMPANY <br />9096 Rio Sen Diego d.3 She 185 <br />Sen) 250 0l 92109-1899 <br />(BIB) t5a0006/ FAx (BIq 25a000a <br />THIS IS AN <br />COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />REV DESCRIPTION DATE <br />TYPICAL DETAILS SHEET <br />PROJ#: JB1438434 <br />CONSTRUCTION TYPE: BORE, TRENCH, OVERPULL, VAULT & WYE CAST PLACEMENT <br />COUNTY: SAN JOAQUIN <br />DRAWN BY: JAYPAL MEWADA <br />DESIGN: <br />DRAWN BY: <br />APPROVED: <br />APPROVED: <br />APPROVED: <br />COMCAST CONTACT: CHAD PACKIN TEL NO: (925) 290-5794 <br />DATE: 4/21/2023 SHEET: 9 OF 25 <br />