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JURUPA I
AVENUE
SIGNING AND STRIPING GENERAL NOTES:
1® ALL WORK. MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL
CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA,
AND THE 1992 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA.
. PAVEMENT MARKINGS AND LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS.
3® ALL STRIPING AND PAVEMENT MARKINGS SHALL BE PAINT AND APPLIED IN 2 SEPARATE COATS
AS DIRECTED BY THE ENGINEER®
4® TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALT_ CONFORM TO THE LATEST CALTRANS
SIGN SPECIFICATIONS SHEET, SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS
SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE
SHOWN ON THE PLANS®
5® ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN,
PER CITY STANDARD DETAIL 139.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
OR OTHER TRAFFIC CONTROL AT ALL TIMES.
7® CONTROL POINTS OR "CAT --TRACKING" TO BE APPROVED BY THE ENGINEER 24 HOURS PRIOR
TO PAVEMENT STRIPING APPLICATION.
8. CONFLICTING STRIPING/MARKINGS/RPS TO BE REMOVED BY METHOD AS APPROVED BY THE ENGINEER,
PAVEMENT MARKINGS SHALL BE REMOVED BY CLEANING A RECTANGULAR AREA, SO THE OLD MESSAGE
CANNOT BE IDENTIFIED.
•
lREVISION DESCRIPTION
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SIGNING AND STRIPING CONSTRUCTION r
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I PAINT 4" SOLID DOUBLE YELLOW CENTERLINE, PER CALTRANS STANDARD PLAN A20A, DETAIL 22•
PAINT 4" WHITE DASHED LANE LINE, PER CALTRANS STANDARD PLAN A20A, DETAIL 12.
PAINT 4`° SOLID WHITE LINE
4 PAINT 12" WHITE LIMIT LINE
5 PAINT 4" WHITE EDGELINE AS SHOWN®
REMOVE CONFLICTING EXISTING STRIPING/MARKING
7 PAINT "STOP" LEGEND AS SHOWN ON PLAN.
PAINT "STOP AHEAD" LEGEND AS SHOWN ON PLAN®
9 INSTALL TYPE F SURFACE -MOUNTED CHANNELIZERS, PER CALTRANS STANDARD PLAN A73C.
IQ PAINT TYPE IV ARROW, PER CALTRANS STANDARD PLAN A24A.
I) PAINT B" SOLID WHITE LINE
I2 PAINT TWO 4" SOLID DOUBLE YELLOW CENTERLINES, PER CALTRANS STANDARD PLAN A20A, DETAIL 29.
I3 RELOCATE EXISTING SIGN AND POST®
SCALE IN FEET
0 40 80 120