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,T <br /> i <br /> SAW GUT EXISTING PAVEMENT AND <br /> REPLACE REPAVE TO A CLEAN 5TRAIGHT <br /> EDGE 1/5" ABOVE <br /> TRENCH SECTION ADJACENT <br /> FINISH GRADE PAVEMENT. <br /> o O. o O o O o O o. O o 100 0 o O c <br /> 957. RELATIVE COMPACTION (;,TYP. G.. <br /> SUBGRADE <br /> G'• OVERCUT NOT REQURED <br /> ON PAVEMENT SLOTTING <br /> WHEEL EXCAVATIONS. <br /> 907_ RELATIVE COMPACTION <br /> 2 � <br /> D4.. <br /> r <br /> 857_ RELATIVE COMPACTION <br /> , I I, <br /> ON TRENCH DEPTHS 18" OR D 12.. <br /> LESS. RELATIVE COMPACTION <br /> SHALL BE 957.. �. <br /> \� D <br /> PROPOSED PIPE <br /> OR CONDUIT. <br /> TYPIGAL TRENCH SEGTION IN EXISTING STREETS <br /> NOTES <br /> 1. TRENCH - WHERE THE TRENCH SECTION PARALLELS THE EXISTING CURB AND GUTTER THE EDGE OF THE <br /> TRENCH SHALL BE A MIN. OF 1• FROM THE UP OF THE EX15TING GUTTER AND THE PAVEMENT SHALL BE <br /> REMOVED AND REPLACED TO THE UP OF THE GUTTER. <br /> 2. DAAr - CONTROLLED DENSITY FILL CCDF) SHALL BE MANDATORY FOR TRENCHES 8•• WIDE OR LE55 <br /> AS PER SECTION 19-3.000 OF THE STANDARD SPECIFICATIONS <br /> 3. PAVEMENT REPLACEMENT - PAVEMENT SECTION SHALL BE EQUVALENT TO EXISTING STREET SECTION <br /> BUT W NO CASE LESS THAN 7- DEEP LIFT A.C. 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 PERMIT- SMALL TAKE PRECEDENCE OVER THE <br /> PAVEMENT SECTION AS SHOWN. <br /> APPLY FOG SEAL COAT OF 55-1 ASPHALT EMULSION. <br /> NO. REVFBY EXISTING STREET TRENCtt SECTION APPRovPD Br <br /> 1 7/ FOR PIPES 4" AND SMALLERDIGITIZED CITr ENGINEER <br /> DTIC. BY CITY OF STOCKTONSUPERCEDES BRA>i1NC ND. <br /> CK. BY 1DEPARTMENT OF PUBLIC FYORKS D►C. DATED ' <br /> 7/1/83 50.4 <br /> r% <br />