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SAW CUT EXISTING PAVEMENT AND <br /> REPLACE REPAVE TO A CLEAN STRAIGHT <br /> TRENCH SECTION EDGE 1/5" ABOVE ADJACENT <br /> FINISH GRADE PAVEMENT. <br /> o O. o p o O o O o, O o O o 0 o O o <br /> 957_ RELATIVE COMPACTION G-TYP. G. <br /> SUBGRADE <br /> G- OVERCUT NOT REQURED <br /> ON PAVEMENT 5LOTTING <br /> WHEEL EXCAVATIONS. <br /> 907 RELATIVE COMPACTION <br /> D � 4" <br /> 857 RELATIVE COMPACTION <br /> ON TRENCH DEPTHS 18" OR D 12- <br /> LESS. <br /> 2 LESS. RELATIVE COMPACTION <br /> SMALL BE 957.. <br /> D <br /> i <br /> PROPOSED PIPE <br /> OR CONDUrf. <br /> TYPICAL TRENCH SECTION IN EXISTING STREETS <br /> NOTES <br /> 1. TRENCH - WHERE THE TRENCH SECTION PARALLELS THE EX15T]NG CURB AND GUTTER THE EDGE OF THE <br /> TRENCH 511ALL BE A MIN. OF V FROM THE LIP OF THE EX15T1NG GUTTER AND THE PAVEMENT SHALL BE <br /> REMOVED AND REPLACED TO THE LIP OF THE GUTTER. <br /> 2. A K - CONTROLLED DENSITY FILL CCDF) SMALL BE MANDATORY FOR TRENCHES 5- WIDE OR LE55 <br /> AS PER SECTION 19-3.000 OF THE STANDARD SPECIFICATIONS <br /> 3. PAVEMENT REPLACEMENT - PAVEMENT SECTION SHALL BE EQUIVALENT TO EXISTING STREET SECTION <br /> BUT IN NO CASE LESS THAN 7- DEEP LIFT A.G. SECTION. <br /> WHEN TRENCHES ARE BACKFILLED WITH GDF, 1-1/2" OF A.C. SHALL BE PLACED. <br /> PAVEMENT SECTION AS SPECIFIED IN AN "ENCROACHMENT PERMT" SHALL TAKE PRECEDENCE OVER THE <br /> PAVEMENT SECTION AS SHOWN. <br /> APPLY FOG SEAL COAT OF 55-1 ASPHALT EMULSION. <br /> NO. REV. DATE BY APRYD. EXISTING STREET TRENCH SECTION APPROVED BY <br /> 1 7/2/91 RC[ FOR PIPES 4"" AND SMALLER !,10A <br /> DIGITIZED 7/1/91 CITY XEER <br /> DYC. BY Rc SCALE CITY OF STOCKTON DrCTEDDRA1>INC NO: <br /> CK. BY NONE DEPARTMENT OF PUBLIC FYORKS 7/ 3 JOA <br /> 2 flu . -. 1 ,t, <br />