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1 �I <br />See Note 1 Below <br />IMPORTANT NOTICE <br />Section of 4218/4217 or the Government Code requires a <br />PIANS PREPARED BY: <br />CHC Consulting <br />IS <br />Fxisting <br />6" Min 6' I+- Pavement 6" — <br />� 6" Min <br />C O M C A S T <br />�TYP) k-ypl <br />'PermExccit to E•cawte' will be valid For your Dig Alert I.D. <br />CALL TOLL FREE <br />ND HOURS BEFORE YOU DID <br />UNDERGROUND SERVICE ALERT <br />1945 W ora92BBB tl Ave., Suite 300, <br />ora"qe, CA 92868 <br />(949) 250-0004 / FAX (ase) 250-0006 <br />1-800-221-2600 <br />,T „ See Note 2 Below <br />3 —0 Compact in 12" max 3'-0" <br />layers to a min relative <br />-------- compaction of 95%-------- Var <br />.-------- <br />_______- under pavement and <br />Var _ _ 9OX outside pavement. <br />\ Compact in 24" max 2" <br />layers to a min relative p <br />DD/2 compaction of 85X. <br />Compact in 6" layers \ . <br />to a min relative <br />compaction of 90X. <br />10" Min 10" Min OD 10" Min <br />OD <br />+ 20 Min + 20" Min <br />RIGID CONDUIT FLEXIBLE CONDUIT <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 />.t. 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 (909) <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 <br />Approved by: <br />p <br />Na. Re-sinn—d!salpLon aple <br />COUNTY OF SAN JOAQUIN <br />Warkibg for YOU <br />I)EPAI1P HENT IW PUBLIC WnRxs <br />51d. Dwg. No. R-29 <br />Date: DEC 2014 <br />1 �I <br />IMPORTANT NOTICE <br />Section of 4218/4217 or the Government Code requires a <br />PIANS PREPARED BY: <br />CHC Consulting <br />IS <br />Dig NetoRcation Number to issued before I. <br />C O M C A S T <br />E) <br />'PermExccit to E•cawte' will be valid For your Dig Alert I.D. <br />CALL TOLL FREE <br />ND HOURS BEFORE YOU DID <br />UNDERGROUND SERVICE ALERT <br />1945 W ora92BBB tl Ave., Suite 300, <br />ora"qe, CA 92868 <br />(949) 250-0004 / FAX (ase) 250-0006 <br />1-800-221-2600 <br />THIS IS AN COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />DESIGN: REV DESCRIPTION DATE <br />DRAWN BY: <br />APPROVED: <br />APPROVED: <br />APPROVED: <br />CONSTRUCTION TYPE: OVERLASH, POLE ACCESS, PED <br />COUNTY: SAN JOAQUIN <br />DRAWN BY: PUSHKER <br />COMCAST CONTACT: DARREN WATSON TEL NO: (92 <br />DATE: 05/10/2021 <br />TRENCH AND BOREI <br />449 <br />SHEET: 11 OF 35 <br />