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R14 CURB RAMP TYPE A Expansion Joint I I I as necessary SCR 4.0' Min> d' �oJ Retaining Curb at Front Edge back ed-ge of walk - of Sidewalk (Flowline) A f V166 N CURB RAMP TYPE B 0 c 1= CURB RAMP TYPE C 20' AT "BULB OUT" I I 10% MQX, c at Curb Mo � 00 r tK i A CURB RAMP TYPE D Retaining curb at edge of sidewalk 8.33% Max, - _ 6' 4' _ _ 6' Min. B CURB RAMP TYPE E Place Truncated Domes at Curb Ramp per C R.S.P. A88A (Typ,) 8.33% Max. - a IN 0 P.C.C. CURB RAMP �nr�lfawff w"fw F+'f Standard Drawing No. CW-C3 'ON 133HS 83M` 80 Sidewalk _ Curb & Gutter _ *4'-6" _1$-0" _ 2'-0" Broom Finish Surface >, = 4.5' _ = Var. = Conform to Existing 1-1 /2"x3-1 /2" Key . Concrete Driveways Unless Poured R 2 -�- 3� 6ff Monolithic— � Place Truncated Domes - A5 2 at Curb Ramp per l� - -- (yP•)- j R,S.P, A88A T 29" — See Standard Drawing No. CW-C7 for vertical curb, gutter & sidewalk ision joints per lard Drawing ;W-C3 CW-C6 dewalk CURB TRANSITION AT TYPE 1 CURB INLET CATCH BASIN LOCATIONS *No Transition at Bulb Out (TYP')` J 12 SECTION A- A 5 No. 5/8" x 24" long steel - 4" (Min,) Class 2 Aggregate Base - (TyP') dowels, greased and wrapped Compacted to a minimun relative one side through all compaction of 90%. RECORD D h"*AX1 NG CURB. GUTTER AND SIDEWALK Corrections By. 8'-0": Sta. 5+X,to Sta. 6+33 (Rt) No Changes By Sta. 12;�i4 to Sta. 17+82 (Rt) 4.5' Date A - 5 -0 7 Any Person Using This Drawing Should Verify 3 f All information BV insoectinq The Site Of Work Sidewalk Curb & Gutter = _ _ _ 4'-6f1 1 f_0.0 2f-0f, Place Truncated Domes Broom Finish Surface at Curb Ramp per Retaining Curb 1-1/2"x3-1/2" Key R,S.P. A88A (Typ,) _ Conform to Existing Unless Poured 2" " Concrete Driveways ♦ 6„ Monolithic— 1 _• 1 6" I-�- • —� _ I to SECTION B- B Va r. _ Place Truncated Domes at Curb Romp per R.S.P. A88A 2% SECTION C-C Rnr-L, of WAL, 18" Dio. S. D.I. Curb Ramp Edge of Pavement ASPHALT CONCRETE (MISC. AREAS). DRAINAGE AREA AT CURB RETURN Note: The Storm Drain inlet Protection unit (Catch Basin Filter) is to remain in lace and functioning from the beginning of the working days until the end of the project. 6" _ 122' (TYP) 12„ - 6" 5 No, 5 8" x 24" Ion steel 4" (Min.) Class 2 Aggregate Base _ / 9 (TYP ) dowels, greased and wrapped Compacted to a minimun relative one side through all compaction of 90%. TYPICAL SECTION OF CURB, GUTTER.. AND SIDEWALK AT BULB OUT I I I I I I-tExist. I I I I I I Fence 600 I I I I I I �I I vanes 6" 12" Place Concrete Curb - at Back of Walk '.4-..•ice « ♦ .•' . No. 4 Rebor (Top & Bottom) MINOR CONCRETE CURB DETAIL E F7] Gutter Lip I I I Relocate Mail Box I at Back of Walk (I �❑ I I —Exist. Fence I I I I 8" I I � I I I I I s I I � I I I I I I MAILBOX RELOCATION DETAIL DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE g. n8105 ale COUNTY OF SAN JOAQUIN C"Micelrt 142i 8/0S 1 i-ZS oc FILE NAME DRAWER SHEET NO, ACAD REVISIONS DATE -", E:\Projects\2006\Cardinal Avenue\Plans\Cardinal Details.dwg NO SCALE CONSTRUCTION DETAILS CARDINAL AVENUE IMPROVEMENTS (Main Street to Weber Avenue) SHEET TOTAL NO. SHEETS 25 31