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z <br />0 <br />varies Limits of <br />1.5' Varies Varies Right of Way <br />o' Existing Fence to— <br />Score mark if monolithic pour Varies remain in place <br />4 2% (Max) , 1/2 <br />Varies <br />f <br />6 R&D Exist Curb Ram <br />6" 12" C.0 p— <br />Typ Install New Curb Ramp <br />per RSP A88A, Case C <br />5/8"x 24" steel dowel, greased) �4" (Min) Class 4 <br />and wrapped one side through6„ 6' Aggregate Subbase under <br />alt expansion and cold joints new sidewalksT <br />(Typ) (yp) <br />VERTICAL CURB. GUTTER AND SIDEWALK DETAIL <br />Retaining Curb <br />if Necessary New Curb Ramp with <br />Detectable Warning <br />Surface <br />Install Lawn (Sod) as <br />required to restate adjacent <br />areas, sprinkler system and <br />street signs as required. <br />r Existing <br />� -I I Pavement <br />Place HMA (Mise Areas) 0.50' thick <br />to restore pavement. <br />NEW CURB RAMP TYPICAL.. SECTION <br />NOTE: <br />HMA width may be increased as needed for conform or slope reasons with approval <br />from the Engineer. All HMA (Mise Areas) and Maintain Lawn (Sod) will be paid <br />under the Minor Concrete (Curb, Gutter & Sidewalk) item of work. <br />COUNTY OF SAN J©AQUIN <br />Ryan Yamada � 117 <br />N!J SCALE <br />Existing AC <br />J11i1� LI <br />-- U) - <br />n W <br />-- U - <br />j <br />EP/Lip M <br />Adjust.. SDI F&G <br />to finished grade <br />=�GvFQ <br />.vM Areas). Place 1' <br />e of Gutter wide, • •' thickHMA (Type A) <br />DOUGLAS ROAD <br />RAMP DETAIL 1 <br />Harrisburg Place & Douglas Road Intersection (NW) <br />30° <br />NO DUMPING <br />FLOWS TO RIVER a <br />A <br />DRAINAGE INLPT MA <br />RER <br />(STAMPrXQ CONCRETE IMPRINT <br />Place as directed by Engineer as part of Minor <br />Concrete (Curb, Gutter & Sidewalk). <br />Surface of 0.25" <br />Concrete <br />0.0625" <br />—�- -►-0.12500 <br />