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HomeMy WebLinkAbout5211-1TOOL RADIUS 1/40 if L #3 © 18" VRT -� 24" ' —i ilii 3" CLR. le 3--#3 CONT. ----F - - - - - - a cll,EF,f?)e AVENUE SLOPE PER PLAN d • •. all--ill=i I t—i t • i I— • -TI=� I -t I-1 I IT -Li, ,I CENTERED IN SIDEWALK DETAIL 'A" Undound Service_ SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VAUD FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800--227-2600 TWO WORKING DAYS BEFORE YOU DIG REV. REVIS N DESCRIPTION DEMOLITION NOTES: 1 SAWCUT AND REMOVE EXISTING CURB, GUTTER, SIDEWALK, AND CURB ACCESS RAMP. 2 REMOVE EXISTING CONFLICTING SLOPE, TREES AND LANDSCAPING. RE -GRADE, AND - REPLACE EXISTING LANDSCAPING IN-KIND. M-3 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT. [ 41 PROTECT EXISTING SIGN AND FOOTING IN PLACE. 5] REMOVE AND RELOCATE EXISTING SIGN AND FOOTING. DATE I ENGR. I CITY I DATE ,.c%\\\Exp.9-30-16 �9� �1v1V ��- (OFF CALF TKE ENGINEERING, INC. 2305 CHICAGO AVENUE RIVERSIDE, CA 92507 (951) 680-0440 FAX (951) 680-0490 i-'1 /� • l v8 IS RRY M. RENNER R.C.E. No. 6 984 EXPIRES: 9-30-16 CONSTRUCTION NOTES: CONSTRUCT CURB ACCESS RAMP PR CITY OF FONTANA STANDARDS 1003. 11 . O2 CONSTRUCT 24" MAXIMUM HIGH RETJNING CURB, MONOLITHIC WITH SIDEWALK PER DETAIL "A" O3 CONSTRUCT 0.10' ASPHALT CONCREE OVERLAY OVER 0.25' ASPHALT CONCRETE BASE PAVEMENT. CONTRACTOR TO :TAMP AND COLOR TO MATCH. O4 CONSTRUCT 8" CURB AND GUTTER ER CITY OF FONTANA STANDARD 1000. STREET IMPROVEMENT PROJECT CHERRY AVE AND LIVE OAK SOUTHERLY APPROACHES SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SAF I DESIGNED BY: TMR I MECKED BY: TUB fuEF GRAPHIC SCALE SCALE: 1'-4 4 0 2 4 a to CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS CHERRY AVENUE AND LIVE OAK AVENUE ADA RAMP IMPROVEMENTS APPROVED BY: 790'lt AS SHOW JAN 2015 um MOS: 1 6211 �,