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–_ Maximum Payment Wide <br /> Maximum Payment <br /> Monolithic Surface d�.� Width for Lawn (Sod). for AC (Mise. Areas). <br /> I� Troweled Smooth 3^ Jr" <br /> 4 and Broomed 4 rPa Pavement� New CG&5 � pavement <br /> i .� <br /> t ° , <br /> 10" <br /> -t <br /> ` Place a catch <br /> Install Exp. Joint as _�_ 1 Install Lawn (Sod) basin filter <br /> required. (5/8" Dia.x 24" T as required to restore Place AC (Mise Areas) <br /> Dowels 14" O.C. adjacent areas. 0.60' Thick to restore <br /> ) — 4" (Min.) Aggregate Base <br /> 3'.-0" V-6" ��..I_'-6"_ Class 2. Compact to a minimum Pavement. <br /> relative compaction of 90%. PROTECTION FOR <br /> TYPICAL SECTION OF EXISTING CURB, GUTTER, <br /> TYPICAL SECTION EXISTING DRAINAGE INLET <br /> t A.C. Width may be Increased as needed for conform <br /> AND SIDEWALK (EXCEPT AT RETURNS) or slope reasons with approval from the Engineer. <br /> 4'-0" 6" 1'-6" <br /> G <br /> Monolithic Surface GENERAL NOTES <br /> Troweled Smooth <br /> F <br /> and Broomed <br /> ni 1. Match new joint and score mark spacing to existing Crack Control Joints whenever possible. <br /> o 1 <br /> C „ T4 4" 3� 2. Install Expansion Joints at beginning and end of new sidewalk. <br /> F <br /> T 6j" t0^ 3. All new CG&S shall conform to the existing flowline elevations, with a straight grade between <br /> z — _ _� conforms, unless otherwise shown on the plans. <br /> m Install Exp. -ant as 4.\ -. f 4. Existing drainage facilities, fences, water volves, sprinkler heads, trees, shrubs, poles, signs, <br /> required. (5/8" Dio.x 24" <br /> 9 I and curb, gutter and sidewalk shall remain in place unless otherwise noted on the plans. <br /> Dowell s 14" O.C.) 4" (Min.) Aggregate <br /> Base, Class 2. 5. Al locations where existing and new curb, gutter and sidewalk join, a 3' transition shall be <br /> i 3'-0" _.._ 1'-0" 2'-0' Compact to a constructed, unless otherwise shown on the plans. <br /> - <br /> 4 minimum relative 6. All CG&S work that is to be removed shall be saw cut or removed to the limits shown on the <br /> compaction of 90%. plans. The cost for saw cutting shall be considered as paid for under the various items of work <br /> involved. <br /> TYPICAL SECTION OF EXISTING CURB. ' All smarm drain inlets, including those being adjusted, he protected from liquid runoff <br /> sediment and chemical pollutant in a manner consistentnt with the requirements of the National <br /> GAPollution Discharge Elimination System (NPOES) General Construcion Permit. <br /> ca GUTTER, AND SIDEWALK AT RETURNS <br /> . o <br /> m <br /> A <br /> m <br /> z <br /> UE NO SCALE CONSTRUCTION DETAILS CENTRAL STOCKTON Sheet No. <br /> COUNTY OF SAN JOA <br /> Q ACCESSIBILITY IMPROVEMENTS 5 of 24 <br /> DRAWN BY I DATE I PROJECTENGINEER DATE CHECKED DATE I APPROVAL ECOMMENDED I DATE <br />