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SAW GUT EXISTING PAVEMENT AND <br /> REPLACE REPAVE TO A CLEAN STRAIGHT <br /> TRENCH SECTION EDGE 1/8'• ABOVE ADJACENT <br /> FINISH CRADE PAVEMENT. <br /> O o, O o <br /> -L--o 0 0 o <br /> 957. RELATIVE COMPACTION G-TYP. 6•. <br /> SUBGRADE <br /> 6•• OVERCUT NOT REQUIRED <br /> ON PAVEMENT SLOTTING <br /> WHEEL EXCAVATIONS. <br /> 907. RELATIVE COMPACTION <br /> D * 4.. <br /> 557. RELATIVE COMPACTION <br /> ON TRENCH DEPTHS 18" OR D 12- <br /> LESS. <br /> ••LESS. RELATIVE COMPACTION <br /> SHALL BE 957.. ,�• <br /> �\ D <br /> i <br /> PROPOSED PIPE <br /> OR CONDUIT. <br /> TYPIGAL TRENGM 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 EXISTING CUTTER AND THE PAVEMENT SHALL BE <br /> REMOVED AND REPLACED TO THE LIP OF THE GUTTER. <br /> 2. DACKIELL - CONTROLLED DENSRY FILL CCDF) SMALL BE MANDATORY FOR TRENCHES 8•' WIDE OR LE55 <br /> AS PER SECTION, 19-3.066 OF THE STANDARD SPECIFICATIONS <br /> 3. PAVEMENT REPLACEMENT - PAVEMENT SECTION SHALL BE EQUIVALENT TO EXISTING STREET SECTION <br /> BUT IN NO CASE LE55 THAN 7" DEEP LIFT A.G. SECTION. <br /> WHEN TRENCHES ARE BACKFILLED WITH GDF, 1-1/2- OF A.C. SMALL BE PLACED. <br /> PAVEMENT SECTION AS SPECIFIED IN AN "ENCROACHMENT PERMIT" SHALL TAKE PRECEDENCE OVER THE <br /> PAVEMENT SECTION AS SHOWN. <br /> APPLY FOG SEAL COAT OF 55-1 ASPHALT EMULSION. <br /> N0. REV. DATE BY APRYD. EXISTING STREET TRENGf t SECTION APPROVED BY <br /> 1 7/2/91 RGI FOR PIPES AND SMALLER <br /> DICITIZED 7/1/91 ' ' <br /> DIfC. BY RG SCALE CITY ENGINEER <br /> CITY 0 S TO CKT ON SIIPERCEDES ORAAINC N0. <br /> CK. BY � NONE DEPARTbIENT PUBLIC Ft'ORKS 01C. DATED <br /> 7/1/83 50A <br /> 1 <br />