Laserfiche WebLink
m <br />rn <br />-n <br />oam <br />m <br />Z <br />0 <br />NOTE: Portion <br />of existing PCC <br />Driveway must <br />be removed <br />from the edge <br />of pavement to <br />that specified <br />above. Surface <br />must be sawcut to provide a <br />neat joint at the <br />conform line. <br />Conform <br />(9 EP <br />EP <br />S' <br />-- Conform <br />Existing Width <br />12' Min --�1 <br />DRIVEWAY (TYPE D) <br />Const <br />EP <br />-• HMA Overlay -- g'* -- <br />Driveway <br />�I <br />Match <br />Exist Slope <br />Existing - <br />Roadway 0.30' NMA <br />07 <br />aIr <br />Conform <br />/ - Existing <br />Surface <br />R&D Excavated Material <br />- Conform <br />@ EP <br />1 f" B EP <br />Variable depth HMA over <br />R existing paved driveway R 8 <br />1 <br />B <br />Conform <br />Existing Width <br />- 12' Min <br />DRIVEWAY (TYPE E.) <br />Const <br />I EP <br />- HMA Overlay 8'* -- •- <br />Driveway <br />-Conform <br />Match <br />Exist Slope �1rMax) - 0.04 <br />Va <br />r i <br />Var depth <br />Existing <br />Roadway HMA over Existing <br />existing surface Surface <br />SECTION A—A <br />*Sta 35+33 (Rt) 16.45' <br />*Sta 75+91 (Lt) - 4.14' Pcc TYPICAL DRIVEWAY DETAILS <br />Const <br />Place HMA Dike (Type A) <br />as per SP A87B <br />EP . Finished Surface I <br />I <br />Var 1 Var <br />77� I <br />i <br />Existing <br />Surface -- Existing <br />Roadway <br />HMA DIKE DETAIL (TYPE Ai <br />Howard Road: Sta 148+14 to Sta 156+97 (Lt) <br />Sta 148+12 to Sta 09+21 (Rt) <br />f L_ <br />O <br />p . .. � 9 , F auW Verity <br />All f ntf+rR++a a r. 6 C *N%rk <br />(Ends at Wing Levee Road Stationing) <br />COUNTY OF SAN JOAQUIN <br />DRAWN BYo DATE PROJECT ENGINEER <br />SECTION B—B <br />*Sta 24+80 Lt - 10,37' <br />*Sta 28+15 (Rt) - 20.64' <br />*Sta 51 +01 (Rt) - 10,86' <br />., 4' Min <br />Existing - (See Note Below) <br />Surface <br />1 -- <br />Existing <br />Roadway <br />0.50' HMA <br />NO SCALE CONSTRUCTION DETAILS <br />DATE CHECKED DATE: <br />4/24/23 4/24/23 <br />PAVEMENT REPAIR DETAIL <br />NOTE: Dimensions and locations are to be <br />determined by the engineer and are subject <br />to change at Engineer's discretion. <br />HOWARD ROAD RESURFACING <br />(Undine Road to Middle River) <br />QgpFESS/p� <br />No. 76:379 m <br />0 CAO- <br />� <br />Sheet No. <br />5 of 10 <br />Jayna <br />Rutz <br />RCE 76379 <br />Sheet No. <br />5 of 10 <br />