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COMCAST <br />IMPORTANT NOTICE <br />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 />48 HOURS BEFORE YOU DIG <br />UNDERGROUND SERMCE ALERT <br />1-800-227-2600 <br />See Note 1 Below <br />THIS IS AN <br />COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />REV DESCRIPTION DATE <br />i <br />Existing <br />6" Min— r fib" �- Pavement �' 61, 6" Min <br />(TYp) (TYp) <br />DESIGN: <br />DRAWN BY: <br />APPROVED: <br />APPROVED: <br />APPROVED: <br />COMCAST CONTACT: CHAD PACKIN TEL NO: (925) 290-5794 <br />See Note 2 Below <br />Compact in 12" max 3'-0" <br />layers to a min relative <br />compaction of 95%Var <br />\-------- under pavement and -------- <br />Vor \ -_ - _ 90% outside pavement. <br />- Compact in 24" max\ p \ OD+12" <br />\layers to a min relative \� I <br />OD /2 \ compaction of 85%. t <br />' \ Compact in 6" layers <br />to a min relative <br />compaction of 90%. <br />10" Min D 10" Min 10" Min OD 10" Min <br />OD 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 Warks. 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 compactability, ninety percent (907) <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 />Mti <br />No. Revision Description Dote <br />COUNTY OF SAN JOAQUIN <br />Worlring for YOU <br />DEPARTMENT OF PUBLIC WORKS <br />Std. Dwg. No. R-29 <br />Date: DEC 2014 <br />COMCAST <br />IMPORTANT NOTICE <br />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 />48 HOURS BEFORE YOU DIG <br />UNDERGROUND SERMCE ALERT <br />1-800-227-2600 <br />PLANS PREPARED BY <br />Y�rr� <br />C . ■ C <br />A CONGRUEX'COMPANV <br />goes Rio San Diego Dr. She 188 <br />San Diego, CA 92108-1694 <br />(949) 00-40041 FAX (N% 25-0006 <br />THIS IS AN <br />COMCAST DOCUMENT, PROPRIETARY & CONFIDENTIAL <br />REV DESCRIPTION DATE <br />TYPICAL DETAILS SHEET <br />PROJ#: JB1455000 <br />CONST. TYPE: OVERLASH, RISER, STRAND & LASH, BORE, TRENCH & VAULT PL. <br />COUNTY: SAN JOAQUIN <br />DRAWN BY: SAURAV THAKUR <br />DESIGN: <br />DRAWN BY: <br />APPROVED: <br />APPROVED: <br />APPROVED: <br />COMCAST CONTACT: CHAD PACKIN TEL NO: (925) 290-5794 <br />DATE: 6/28/2023 SHEET: 5 OF 15 <br />