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W <br />Q <br />W O W <br />> <br />Z <br />M 5--T+ 10 Q <br />> QLd <br />STA X83- Q <br />Cn Q __jQ O U z M <br />M <br />w � O Q Q � <br />w w <br />�i ry U J Q <br />0 Qcn D Z J <br />QO Q m z J m Q <br />ry z W Q Q O <br />Q SHIPPEE W LANE ~ END PROJECT <br />h`7oa9 , <br />Z <br />w <br />`W W <br />w I� <br />O II > > � > > Coun[y <br />U_ BEGIN PROJECT 0> > 0 0 <br />Q Q a <br />O w w Q w <br />z o' _ W z <br />z (n w m LEGEND <br />+ w � Plane 0.25' Roadway Surfacing <br />Place 0.25' HMA <br />Q (Fog Line to Fog Line) <br />PLANING ROADWAY SURFACING HOT MIX ASPHALT (TYPE A) <br />Location Quantity (SQYD) Location Quantity (TON) 4' minSee Note Below <br />Sta 10+16 to Sta 5,6+83 12,271 Mainline Paving S-7-ticExist <br />5'7t�C' Total 12,27LJ Sta 10+16 to Sta 56+83 2,045Milled Surface <br />Pavement Repair 17 /Surface <br />PAVEMENT REPAIR Total 2,06-2 <br />Location Quantity (SQYD) GEOSYNTHETIC PAVEMENT INTERLAYER ryz L/� <br />Throughout Proiect Limits Total 100 PAVING FABRIC <br />Location Quantity (SQYD) _Exist L 0.25' HMA Pavement Repair <br />ASPHALTIC EMULSION (FOG SEAL COAT) Sta 10+16 to Sta 40+52 7,299 Roadway <br />Location Quantity (SQYD) Sta 40+52 to Sta x+-83 3,865 PAVEMENT REPAIR DETAIL <br />-t 110 Total 11,164 <br />Shippee Lane S7-} 1p NOTE: Dimensions and locations are to be <br />Sta 10+16 to 8&+83 (Lt) 1,001 determined by the Engineer. <br />o Sta 10+ 16 to a§ 183 (Rt) 857 <br />o > G14 1_0 Total 1,858 <br />m <br />Corrections <br />M No Chan .:. <br />Date %%/f�/ <br />o Any Person Using This Drawing Shy / <br />AN Information By Inspecting The Si' <br />COUNTY OF SAN JOAQUIN NO SCALE PLAN, CONSTRUCTION DETAIL SHIPPEE LANE RESURFACING Sheet No. <br />AND SUMMARY OF QUANTITIES (North 99 Frontage Road (East) to Alhambra Ave) 3 of 3 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />A. FeCi� 3/2020 1 TS wtf l ,�r» �.,. ;./ r -a 1, ,� 5 51 3/I <br />or.,..s ( � <br />