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4'-0" 1'-3" 9" Maximum Payment Width <br /> Maximum Payment for A.C. (Misc. Areas). t <br /> Monolithic Surface 3" +;V _ Width for Lawn (Sod). <br /> Troweled Smooth 1 <br /> — —and—Groomed. -- — _---- �70 <br /> Pavement <br /> � 1I�_-6_i New C.G.&S. f►{ Existing <br /> _ ^y .. � a fir`d , s �}� • • ___ <br /> 77 <br /> 7 7 <br /> :� .. �`"��Q� :• .� '"" Place a catch <br /> basin filter <br /> Install Exp. Joint as ::,: :;::: Install Lawn (Sod) <br /> required. (5/8" Dia.x24" ,� as required to restore Place A.C. (Misc. Areas) <br /> Dowels 14" O.C.) to adjacent areas. 0.6' Thick to restore <br /> 3'-0" 1'-6" 1'-6" 4" (Min.) Aggregate Subbase Pavement. PROTECTION FOR <br /> Class IV. Compact to a minimum <br /> relative compaction of 90%. TYPICAL SECTION EXISTING DRAINAGE INLET <br /> TYPICAL SECTION OF EXISTING CURB, GUTTER, Note: <br /> AND SIDEWALK (EXCEPT AT R ETU R N S) t A.C. Width may be increased as needed for conform The Storm Drain Inlet Protection Unit <br /> or slope reasons with approval from the Engineer. (Catch Basin Filter) is to remain in place <br /> and functioning from the beginning of the <br /> M working days until the end of the project. <br /> i <br /> 0 <br /> rt <br /> (n 4'-0" 6" 1'-6" <br /> a <br /> n <br /> o Monolithic Surface <br /> F. Troweled Smooth GENERAL NOTES <br /> — and Groomed 1. Match spacing to existing Crack Control Joints. <br /> LA. �— <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 shall conform to the existing flowline elevations, with a <br /> straight grade between conforms. <br /> co z <br /> Install Exp. Joint as 4. Existing drainage facilities, fences, water valves, sprinkler heads, trees, shrubs, poles, signs, <br /> s m required. (5/8 Dio.x24" and curb, gutter and sidewalk shall remain in place unless otherwise noted on the plans. <br /> Dowels 14 <br /> N " O.C.) 5. At locations where existing and new curb, gutter and sidewalk join, a 3' (minimum) to <br /> 3'-0" 1'-0" 2'-0" 4" (Min.) Aggregate 5' (maximum) transition shall be constructed. <br /> 2. Subbase, Class IV. 6. All Minor Concrete (Curb, Gutter, and Sidewalk) work that is to be removed shall be saw cut <br /> Compact to a or removed to the limits shown on the plans. The cost for saw cutting shall be considered <br /> minimum relative as paid for under the various items of work involved. <br /> compaction of 90%. 7. 1/2" Steel Plating used for the midblock ramp at Swain Road (south side) shall be coated <br /> by a commercially available non—skid Epoxy Coating, as approved by the Engineer. Payment <br /> for Steel Plates and non—skid Epox Coating shall be considered as paid for under the Minor <br /> TYPICAL SECTION OF EXISTING CURB Concrete (Curb, Gutter, and Sidewalk item of work and no other payment shall be made therefor. <br /> $• All storm drain inlets, including those being adjusted, shall be protected from liquid runoff <br /> GUTTER. AND SIDEWALK AT RETURNS <br /> o sediment and chemical pollutant in a manner consistant with the requirements of the National <br /> p Pollution Discharge Elimination System (NPDES) General Construcion Permit. <br /> M <br /> m <br /> m <br /> SIDEWALK ACCESSIBILITY PROGRAM, Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS PHASE 3 5 of ,o <br /> .,�...,., o.. 1 nATC' I Par1IFCT FNGINFFR nATF CHECKED DATE APPROVAL, RECOMMENDED DATE <br />