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HomeMy WebLinkAbout4251-24z ZIM LAJ z m 0 LL_ Z LA_ 0 0 LL_ �Z-1-1.1"'I"_ R P. CURB AI\ 0 0 Lo to '2 9 I 0 C) C14 m '�7_ 19 �) BUS SIGN AVENUE 0 0 00 CUY OF FONTANA q - Y_ GRAPHIC SCALE 1"=40' ENODUUMMODIMION Lill IURISDICTION ONLr 0 40 80 120 6�, CITY 0 LIMIT 0 R2(45) MARKER le) R48 + SLOVER SIGNING AND STRIPING NOTES:- TRAFFIC CONTROL GENERAL NOTES INSTALL PAVEMENT MARKERS TO EXISTING STRIPING. (D EXISTING STRIPING, LIMIT LINE, PAVEMENT MARKING, AND SIGN(S) TO BE REMOVED. 06 12" SOLID YELLOW CROSSWALK LINE SHALL BE PER 1 — ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE LATEST NON—METRIC CALTRANS STANDARD PLAN A24E. VERSION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. EXISTING SIGN(S) TO REMAIN. 4" WHITE EDGELINE SHALL BE AS SHOWN ON PLAN. 2 — ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE). EXISTING SIGN(S) TO BE RELOCATED AS SHOWN ON PLAN. 3 — ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE 111) REFLECTIVE SHEETING, 4" SOLID YELLOW LINE SHALL BE AS SHOWN ON PLAN. EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IIIA) REFLECTIVE SHEETING. 127 SOLID WHITE LIMIT LINE OR CROSSWALK LINE SHALL BE PER CALTRANS STANDARD PLAN A24E. 8" SOLID WHITE LINE SHALL BE AS SHOWN ON PLAN. 4 — SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 303(a) AND 303(b), "STOP" AND "SIGNAL AHEAD" AND "SLOW SCHOOL XING�' PAVEMENT MEDIAN ISLANDS SHALL BE PER CALTRANS "29". 5 — ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE REMOVED MARKINGS SHALL BE PER CALTRANS STANDARD PLAN A24D. STANDARD PLAN A20B, DETAIL rn BY CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING OR AS DIRECTED BY COUNTY REPRESENTATIVE. INSTALL NEW SIGN(S) AS SHOWN ON PLAN. TYPE F1 MARKERS SHALL BE PER CALTRANS z STANDARD PLAN A73C. 0 6 — ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED OR COVERED BY THE CONTRACTOR. 8" SOLID WHITE LINE SHALL BE PER RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY COUNTY CALTRANS STANDARD PLAN A20D, DETAIL "38". EXISTING R26 SIGN(S) TO BE REPLACED WITH R26(S) SIGN(S). REPRESENTATIVE. 7 ALL EXISTING SIGNING, STRIPING DOUBLE—YELLOW STRIPE SHALL BE PER 24" SOLID YELLOW BARS PERPENDICULAR TO CROSSWALK LINE — AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVED/ CALTRANS STANDARD PLAN A20A DETAIL "22", WITH 24!' CLEAR SPACING BETWEEN BARS OR 4' CENTER TO CENTER. OBLITERATED, SHALL BE REPLACED/RESTORED OF SAME KIND, AND IN CONFORMANCE WITH THE OD 0 CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. TWO—WAY YELLOW LEFT TURN LANE STRIPE SHALL BE LANE DROP STRIPING SHALL BE PER CALTRANS 0 PER CALTRANS STANDARD PLAN A20B DETAIL "32". STANDARD PLAN A20C, DETAIL 37B. 8 — THE CONTRACTOR SHALL NOTIFY COUNTY AND CITY REPRESENTATIVE TO SCHEDULE WITH TRAFFIC DIVISION C. PERSONNEL FOR A FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TRAFFIC CONTROL DEVICES 4!' DASHED WHITE LANE LINE SHALL BE PER "127. 'wo FAINTAL" WRtTe �MIFB�WT�M PRIOR TO PROJECT ACCEPTANCE. CALTRANS STANDRAD PLAN A20A, DETAIL 9 -- ALL CONSTRUCTION SIGNS SHALL BE BLACK ON ORANGE BACKGROUND WITH HIGH INTENSITY (FHWA TYPE 111) 101 4!' SOLID WHITE LINE SHALL BE AS SHOWN ON PLAN. REFLECTIVE SHEETING. @ RAIL ROAD CROSSING PAVEMENT MARKING SYMBOL SHALL BE 10 — ALL CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MANUAL OF PER CALTRANS STANDARD PLAN A24C. TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, PUBLISHED BY THE STATE OF CALIFORN�A, DEPARTMENT OF TRANSPORTATION. WHITE RIGHT OR LEFT—TURN ARROW(S) SHALL BE PER 11 — ALL SCHOOL WARNING SIGNS SHALL BE DIAMOND GRADE FLUORESCENT REFLECTIVE SHEETING YELLOW—GREEN. CALTRANS STANDARD PLAN A24A, TYPE IV. MARK CHANGES WHITE LANE DROP ARROW(S) SHALL BE PER NO CHANGES RESIDENT ENGINEER 12 — ALL STRIPING REMOVED DUE TO PULVERIZATION SHALL BE REPLACED AS SHOWN ON PLANS. CALTRANS STANDARD PLAN A24A, TYPE VI. FIELD CHANGES CUY OF FONTANA q - Y_ GRAPHIC SCALE 1"=40' ENODUUMMODIMION Lill IURISDICTION ONLr 0 40 80 120 6�,