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HomeMy WebLinkAbout3641-1JURUPA AVENUE N 0 N 00 +0+ R1 9 R1-3 TYPE F 13' 12' VAR.R2(35 �' �1S X115 R2s(s� / TYPE F 0.1 S1 R1 9 13' 12' 13' I R1-3 BEECH R1-3 R/W R1 TYPE F TYPE F C/G N 00 N C/G R/W 4 R2 (40) & POST 100' TO LIMITLINE W17 SCALE: 1 =40' r q —T— TYPE Q --- -TYPE F irrt r 00 > co 1 4" WHITE LINE 560' TRANSITION OR 00 00 N M N U 270' TRANSITION z Cn Z DET 29 1 X D- w� _Z (n O D SCALE: 1"=40' AVENUE R/W C/G R/W � I 270' TRANSITION GENERAL NOTES: 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT GENERAL NOTES (CONT.)' DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 8. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 139. 2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST EDITION UNLESS 9. STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CITY OF FONTANA STANDARD OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. STENCILS EXACTLY. 3. TWO WORKING DAYS NOTICE TO THE TRAFFIC SECTION IS REQUIRED PRIOR TO REMOVAL OF TRAFFIC 10. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE APPROVED BY CONTROL DEVICES OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL. THE CITY TRAFFIC ENGINEER. 4. ALL LABOR, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CALTRANS "STANDARD PLANS" AND "STANDARD 11. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS OTHERWISE SHOWN SPECIFICATIONS" , LATEST NON—METRIC EDITIONS. THE PLANS, PER CITY STANDARD DETAIL 1006. 5. 2 WORKING DAYS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER FOR APPROVAL OF CONTROL 12. AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL POINTS OR "CAT—TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING. PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 6. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY TRAFFIC 13. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED, SHALL BE BY THE METHOD APPROVED BY THE ENGINEER. CITY TRAFFIC ENGINEER. 7. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO MUTCD 2003 CALIFORNIA SUPPLEMENT AND THE 14. ALL REMOVED MARKINGS SHALL BE "BLOCKED" SO THE MESSAGE CANNOT BE IDENTIFIED. 2003 MUTCD SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO 2003 MUTCD CALIFORNIA SUPPLEMENT CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 15. STRIPING DETAIL 38 SHALL USE TYPE C PAVEMENT MARKERS. 16, DELINEATORS SHALL BE EVENLY SPACED. CONSTRUCTION NOTES: ❑1 APPLY OR REAPPLY STRIPING DETAIL, STENCIL, OR PAVEMENT LEGEND AS NOTED. F2 APPLY 12" WHITE CROSSWALK OR LIMIT LINE. F3 INSTALL CHANNELIZER, TYPE F-1 SURFACE MOUNT REFLECTOR. ® INSTALL SIGN AS INDICATED. ❑5 REMOVE CHANNELIZER/SIGN AS INDICATED. ©REMOVE STRIPING/MARKING BY WET SANDBLASTING METHOD. F7 REPLACE EXISTING SIGN WITH NEW SIGN AS INDICATED (IN KIND). SALVAGE EXISTING SIGN TO CITY YARD ® NOT USED THIS SHEET ❑9 ADD R1-3 (4—WAY) PLATES BELOW R1 (ON SAME POST) H WW z :13 X0 VW ~ m Lu �W N WN Z I— JW W Vy ~W 2y AUTOCAD FILENAME: Beech Ave Striping Base.dwg S:\traffic\Reggie\Plans\Beech Ave Striping\Beech Ave Striping Base.dwd