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U) <br />1� <br />0 <br />D <br />T1 <br />Standard Frame <br />and Cover Assembly <br />(Refer to SJCo <br />Std Dwg CW -Ml)-,, <br />AC Overl <br />ID cover <br />frame + 1' <br />Undisturbed <br />basement soil <br />2" AC Cap <br />Existing Rdwy <br />PCC <br />6" 1- <br />1:—Exist Survey Monument <br />II to remain in place <br />and undisturbed <br />4' Minimum <br />Existing (See Note Below) <br />Surface <br />0.50' Asphalt Concrete <br />Note: Approximate dimensions and locations used for <br />estimating purposes are available upon request. <br />Dimensions and locations are subject to change <br />at Engineer's discretion. <br />CO UNTY OF SAN JOAQ UIN <br />DRAWN BY DATE PROJECT ENGINEER <br />1- A,g7tjilar 01113— L - <br />CLEANING EXISTING DRAINAGE FACILITIES <br />Location <br />Quantity <br />Sta <br />10+66 <br />( Cross Drain ) <br />Sta <br />47+67 <br />( Cross Drain ) <br />Sto <br />69+10 <br />( Cross Drain ) <br />Sta <br />75+85 <br />( Cross Drain ) <br />Sta <br />76+10 <br />( Driveway Pipe ) <br />Sta <br />76+94 <br />( Driveway Pipe ) <br />Sta <br />78+30 <br />( Driveway Pipe ) <br />Sta <br />112+10 <br />( Driveway Pipe ) <br />Total LUMP SUM <br />PAVEMENT REPAIR <br />Location Quantity <br />Various Locations Throughout 328 SQYD <br />Total 328 SQYD <br />PLANING ASPHALT CONCRETE PAVEMENT <br />Location <br />ADJUST <br />FRAME <br />(SSJID <br />AND COVER <br />BOX) <br />Quantity <br />Sto <br />10+10 <br />to <br />Sta <br />10+60 <br />208 SQYD <br />Sta <br />66+67 <br />to <br />Sta <br />66+92 <br />49 SQYD <br />Sta <br />67+09 <br />to <br />Sta <br />67+34 <br />49 SQYD <br />Sta <br />115+05 <br />to <br />Sta <br />115+55 <br />158 SQYD <br />Total 464 SQYD <br />ADJUST FRAME AND COVER <br />(SURVEY MONUMENT) <br />Location Quantity <br />Sto 36+48 ( 7' Left ) 1 Each <br />Sto 89+35 ( Center) 1 Each <br />Total 2 Each <br />NO SCALE CONSTRUCTION DETAILS AND <br />SUMMARY OF QUANTITIES <br />DATE CHECKED BY DATE <br />II %tIt3 �� Sr 1 <br />ADJUST FRAME AND COVER <br />(SSJID UTILITY VAULT) <br />Location Quantity <br />Sta 11+34 ( Left ) 1 Each <br />Sta 65+50 ( Left) 1 Each <br />Sto 105+00 ( Left ) 1 Each <br />Total 3 Each <br />ADJUST FRAME AND COVER <br />(SSJID MAINTENANCE HOLE) <br />Location Quantity <br />Sta 10+46 ( 16' Left ) 1 Each <br />Sta 111+60 ( 12' Left ) 1 Each <br />Total 2 Each <br />DODDS ROAD RESURFACING <br />( Murphy Road to Carrolton Road ) <br />Sheet No. <br />7 of 8 <br />ADJUST <br />FRAME <br />(SSJID <br />AND COVER <br />BOX) <br />Location <br />Quantity <br />Sta <br />10+46 <br />( 8' <br />Left ) <br />1 <br />Each <br />Sta <br />11+34 <br />( 6' <br />Left ) <br />1 <br />Each <br />Sta <br />40+53 <br />( 6' <br />Left ) <br />1 <br />Each <br />Sta <br />65+50 <br />( 8' <br />Left) <br />1 <br />Each <br />Sto <br />65+54 <br />( 8' <br />Left) <br />1 <br />Each <br />Sta <br />95+60 <br />( 6' <br />Left) <br />1 <br />Each <br />Sto <br />105+00 <br />( 6' <br />Left) <br />1 <br />Each <br />Sta <br />111+60 <br />( 9' <br />Left ) <br />1 <br />Each <br />Total 8 <br />Each <br />ADJUST FRAME AND COVER <br />(SSJID MAINTENANCE HOLE) <br />Location Quantity <br />Sta 10+46 ( 16' Left ) 1 Each <br />Sta 111+60 ( 12' Left ) 1 Each <br />Total 2 Each <br />DODDS ROAD RESURFACING <br />( Murphy Road to Carrolton Road ) <br />Sheet No. <br />7 of 8 <br />