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D <br />n <br />D <br />0 <br />r <br />M <br />z <br />D <br />M <br />4' 1'-0" 2'-0" <br />Broom Finish <br />At Returns 3" <br />Score Mark If Monolithic Pou 3/4„ 1 1/2" <br />Slope 1/4" per 1' — <br />+ + + — <br />+ <br />0 1 /2' <br />6"12` <br />(Typ•) <br />1 <br />�- <br />6" <br />Optional Seven —5/8" x 24" long steel <br />dowels, greased and wrapped one <br />side through every expansion joint. <br />CURB, GUTTER AND SIDEWALK <br />Existing fence <br />to remain <br />R & D Exist. C.G & S. <br />Install New C.G. & S. (Typical). <br />A <br />\Y Retaining Curb height to be <br />adjusted for site conditions <br />23' <br />[--6.5tw i m 91t <br />Conform at Existing Expansion 8.33% <br />Joint or Saw Cut and Conform <kcn 4h, <br />at Existing Weakened Plane Joint j (Max.) ++ <br />or Score Mork (Typical). <br />o <br />Use minimum 0.25 n <br />grode for F.L. (droin o _N <br />towards existing sidewalk) B ° <br />o + <br />Ln <br />c� v <br />CT1 <br />N <br />v <br />R:= 31.5' <br />TYPE 3 RAMP <br />10 <br />Place Truncated Domes <br />at Curb Romp per <br />R.S.P. A88A (Typical). <br />Existing driveway <br />to remain <br />`—E. P. <br />A.C. Misc. Area <br />Grade to droin <br />towards flow line <br />6" min. <br />8" mox. clearance <br />Moximum Payment Width <br />for A.C. (Misc. Areas). <br />ting <br />—_� New C.G.&S. — Pavement Pavemement <br />native soil <br />Place A.C. (Misc. Areas) <br />0.6' Thick to restore <br />Pavement. <br />TYPICAL SECTION <br />t A.C. Width may be increosed as needed for conform <br />or slope reasons with approval from the Engineer. <br />GENERAL NOTES <br />1. Match spacing to existing Crock Control Joints. <br />2. Install Expansion Joints at B.C.R. and E.C.R. and at beginning and end of new sidewalk. <br />3. All new Curb, Gutter and Sidewalk sholl conform to the existing flowline elevations, with a <br />straight grade between conforms. <br />4, Existing drainage facilities, fences, water valves, sprinkler heads, trees, shrubs, poles, signs, <br />and curb, gutter and sidewalk shall remain in place unless otherwise noted on the plans. <br />5. At locations where existing and new curb, gutter and sidewalk join, a 3' (minimum) to <br />5' (moximum) transition sholl be constructed. <br />6. All Minor Concrete (Curb, Gutter, and Sidewolk) work that is to be removed shall be sow cut <br />or removed to the limits shown on the plans. The cost for saw cutting shall be considered <br />as paid for under the various items of work involved. <br />�� All storm droin inlets shall be protected from liquid runoff sediment and <br />A F REC0 R D D R� � �' � i' ) chemical pollutant in a manner consistont with the requirements of the National <br />COUNTY OF SAN JOAQUIN <br />Ct =sections By Pollution Discharge Elimination System (NPDES) General Construcion Permit. <br />I\�- k,ertanges By RS Do Rrr __ �__-,. <br />to l ti /0(. <br />_ <br />Ui'vnig. Thi;, Drsv ing <br />Ail i�-iturmation By insnectino Thi. Of �V{ '< <br />NO SCALE RAMP DETAILAUGUSTA STREET AND INDIANA STREET Sheet No. <br />AND CONSTRUCTION DETAILS RESURFACING 8 of 10 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />o,,, <br />