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4'-0" 1'-3" 9" <br /> Monolithic Surface Troweled <br /> Smooth and Broomed 3.. <br /> --7---------- - <br /> ---- -. -------- <br /> ---__ ?Z - i 3 61" <br /> Install Exp. Joint as -- ----'-� <br /> Ploce a catch <br /> required. (J" Dio.x 24" __-__--- basin filter <br /> Dowels 14" O.C.) <br /> 4" (Min.) Aggregate Subbase PROTECTION FOR <br /> 3'-0" 1'-6" 1'-6" Class IV. Compact to a minimum <br /> relative compaction of 90% EXISTING DRAINAGE I N LET <br /> TYPICAL SECTION OF EXISTING CURB, GUTTER NOTE: <br /> The Storm Drain Inlet Protection Unit (Catch Basin Filter) is to remain In place and <br /> AND SIDEWALK EXCEPT AT RETURNS functioning from the beginning of the working days until the end of the project. <br /> 4'-0" 6" 1.-6" <br /> Monolithic Surface Troweled <br /> I <br /> �Smooth_and_Broomed-- _-- L�� Existing \1\ \1 - <br /> _ __ ��score mark <br /> 4" - 4"_ 3J" Place Truncated Domes t t <br /> N ----=-----�- _ _ �0 <br /> �,_ _y ---_ ; , 6 „ 10" at Curb Ramer S <br /> --- `. score mark <br /> Romp pSaw cut of <br /> y <br /> Install Exp. Joint as --- --=� R.S.P. A88A (Typical) II I Q <br /> F required. ( " Dio.x 24" ----- ----J <br /> a Dowels 14 O.C.) �4" (Min.) Aggregate Subbase Remove existing 2'}' <br /> D 3'-0" 1'-0" 2'-0" Class IV. Compact to a minimum rail bollard <br /> o�x <br /> o relative compaction of 90% 6„ * J <br /> M <br /> TYPICAL SECTION OF EXISTING CURB. <br /> Z GUTTER AND SIDEWALK AT RETURNS Existing fire hydrant ' r•. <br /> z <br /> to remain in place v rr <br /> Existing joint pole <br /> s / <br /> to remain in place <br /> Maximum Payment Maximum Payment Width Existing rail bollards <br /> o Width for Lown (Sod) for AC (Misc. Areas) \ to remain in place <br /> 1 —6 New CG&S 1Existing <br /> -- ---�-- —�— -- _ Pavement i CD <br /> --- Existing Storm Drain c� <br /> Install Lown (Sod) Inlet (SDI) to remoin <br /> as required to restore <br /> • adjacent areas Place AC (Misc. Areas) in place <br /> 0.6' Thick to restore <br /> TYPICAL SECTION Pavement <br /> tAC Width may be increased as needed for conform COUNTRY CLUB BLVD. MISSION ROAD <br /> � or slope reasons with approval from the Engineer. (Northwest Corner) <br /> r <br /> M <br /> z <br /> CONSTRUCTION DETAILS & SIDEWALK ACCESSIBILITY PROGRAM Sheet No. <br /> COUNTY OF SAN JOAQUIN No SCALE SPECIAL RAMP DETAIL (PHASE 4) 8 of 11 <br /> DRAWN BY DATE PROECT NGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> -.I- I w - A Al <br />