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N <br />0.30' Asphalt Concrete <br />4' Min over shaped and -Conform Const <br />See Note Below xisting compacted native. I ® EP AC Overla - *8' <br />y <br />surface � � EP � y <br />a- Remove Native Material E <br />— 8' 1:1 I 11 2 <br />Varma Max)Var o Existing <br />--- ,- 1090 Surface <br />0.50' Asphalt Concrete �-(q� Existing Roadway <br />Conform 9 Y <br />PAVEMENT REPAIR DETAIL Existing Width 0.30' Asphalt <br />12' Min Concrete <br />Note: Approximate dimensions used for TYPE D SECTION A -A <br />estimating purposes are available upon <br />request. Dimensions and locations are subject * Note: Portion of existing concrete driveway shall be Concrete DriyewgyS <br />to change at the Engineer's discretion. removed 6't from the edge of pavement as Sta 23+30 ( Left ) <br />determined by the engineer. Concrete shall be saw <br />cut to provide a neat joint at the conform line. Sta 29+35 ( Right ) <br />Sta 31 +40 ( Right ) <br />Standard Frame and Cover 12" <br />Assembly (Refer to SJCo Dia or Sq <br />Std Dwg CW—M1) Variable depth Asphalt <br />AC Overlay 6" 2" AC Cap Concrete over existing Const <br />paved driveways and Conform <br />B ` ® EP <br />AC Overlay 8'- <br />frontages. <br />�-/ EP w E <br />/t4 - <br />T Existing Rdw------- -- -----y------ Var_ Var o_-- " - PCC R I R S -- (109; Max) 0 Surface <br />�3 -� i �Existing <br />---------------------- <br />Existing " _ B Roadway 0.04 <br />Conform Variable Depth AC <br />over existing surface <br />Exist Survey Monument TYPE E SECTION B -B <br />Undisturbed to remain in place <br />basement soil and undisturbed <br />SURVEY MONUMENT DETAIL TYPICAL DRIVEWAY DETAILS <br />Sta 58+41 <br />Sta 59+61 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />duan Acevedo 12/12 Lta;u as <br />NO SCALE I CONSTRUCTION DETAILS <br />DATE CHECKED DATE <br />LIVE OAK ROAD RESURFACINGI Sheet No. <br />(State Route 99 Frontage Road East to Furry Road) 7 of 8 <br />