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\ co\`ons <br /> to Aiw \ (Exist. Structures <br /> `OP<ap5 \ <br /> \ PC C"001 <br /> \\ \ BEGINNING confarm P R e <br /> \ OF PROJECT i Const. N O R <br /> \ \ 4 <br /> EP <br /> Station �� <br /> v SStation 1+96 (12' RE) 1-� ROAD j <br /> \ \ EPS \ u Ad1us1 existing water valve - <br /> Imme and cover to grade 3 <br /> \EPS \ 1S \ e' Povetl Shoulder •i e I <br /> Iron+ Conform to hoV g I <br /> \ AC frontage EP <br /> Station xs59 water <br /> v <br /> a \ \ +r Adjust existing water vome <br /> 1 \ O-A \S + # o Irome and cover to grade 2 - <br /> �9� •\o Y <br /> N 0 <br /> q w Y <br /> 3N No Rle <br /> m s� Exist. Fencesne <br /> -7 3 <br /> m , <br /> Paved AC shoulder {' <br /> 4 \ Section A A Conform EP to <br /> a ® see sleet 6 g existing concrete driveway <br /> LEGEN/����I� <br /> \ \ @3� D <br /> Station 0+00 R ' \ Variable Depth Asphalt ® Storm Drain Manhole <br /> Ell Concrete Overay <br /> u © Telephone Manhole <br /> Exist. Structure Depth of Asphalt Concrete <br /> SLAC a 0+27 g S RL) ` 0.00' <br /> Conform AC at existing Slam \ \ f Pavement Planing 4- Fire Hydrant <br /> t Dram Wnhole cover \ <br /> 0 Limits of Asphalt Concrete <br /> m \ \ Pavement Planing Tree <br /> o \ <br /> • Existing Monument <br /> \ Existing Storm Drain Inlet <br /> R Conform to existing radii <br /> \ ® Existing water valve + Utility Pole <br /> 4 \ frame and cover <br /> \tans A� yUtility Pole w/Anchors <br /> OAsphalt Concrete Dike v). <br /> Ga0.rans <br /> SCALE 01 IFEET <br /> COUNTY OF SAN JOA UIN PLAN MACKMLLE ROAD RESURFACING Sheet No. <br /> Q D w (State Highway Rolle 12 & 88 to Jahant Road) 3 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE I CH DATE APPROVAL RECOMMENDED DATE <br />