HomeMy WebLinkAbout2091-A-T-4SIGNS
R18 RIGHT LANE MUST TURN RIGHT
R26(S) NO STOPPING ANYTIME
R41 RIGHT TURN ONLY
R63 DO NOT PASS
wi 1 PAVEMENT WIDTH TRANSITION
W75 LANE ENDS MERGE LEFT
LEGENDS
Ir EXISTING SIGN
NEW SIGN
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DURING STAGE III w R41 DURING STAGE 111---j
CONSTRUCTION DURING STAGE III CONSTRUCTION
CONSTRUCTION
GENERAL NOTES
1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM
TO THESE PLANS AND THE STANDARDS AND SPECIFICATIONS FOR THE CITY OF FONTANA AND
THE LATEST EDITION OF THE STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA
2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS
STANDARD PLANS.
3. PAVEMENT MARKINGS SHALL CONFORM TO CITY STANDARD STENCILS FOR STRIPING & PAVEMENT
MARKINGS OUTSIDE CALTRANS RIGHT—OF—WAY.
4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL BE IN TWO (2)
SEPARATE COATS. A FINAL COAT IS TO BE APPLIED BETWEEN FOURTEEN (14) AND THIRTY (30)
DAYS AFTER THE FIRST COAT.
5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS
SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS
SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE
INDICATED ON PLANS.
6. SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2" X .2" (12 GA.) WITH 7/16" HOLES,
1" ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH MAY VARY WITH SIGN
INSTALLATION TO MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY ONE
PIECE ANCHOR, 2 1/2) X 30" X 6 GAUGE (NON—PERFORATED), TO FIT A 2" SQUARE STEEL
POST, PREPUNCHED AT MID—POINT OF ANCHOR WITH ONE 7/16 1$ HOLE ON EACH SIDE, AND
AT TOP.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS
OR OTHER TRAFFIC CONTROL AT ALL TIMES.
8. CONTROL POINTS OR "CAT— TRACKING" IS TO BE APPROVED BY CITY THE TRAFFIC SECTION PRIOR
TO PAINTING.
9. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE REMOVED FROM THE PAVEMENT
BY SANDBLASTING BY THE CONTRACTOR.
10. REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH THE FONTANA TRAFFIC
ENGINNERING SECTION. STOP SIGN AND LEGENDS WILL BE REMOVED ONLY BY CITY FORCES. FIVE (5)
DAYS ADVANCE WRITTEN NOTICE TO THE CITY TRAFFIC SECTION IS REQUIRED TO COORDINATE
WORK WITH CITY FORCES.
11. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE DETERMINED BY THE ENGINEER.
ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER.
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CONSTRUCTION NOTES
REMOVE CONFLICTING STRIPING AND PAVEMENT LEGENDS.
02 INSTALL NEW THERMOPLASTIC X—WALKS.PER STD. PLAN
A24E.
INSTALL NEW SIGN AS SHOWN.
04 INSTALL 4 1) WHITE SOLID/SKIP LINE PER CALTRANS DETAIL 12.
PAINT TYPE IV (LT/RT) ARROW.
PAINT TYPE VI ARROW.
0 PAINT TWO—WAY LEFT TURN LANES DETAIL 32.
PAINT 8" CHANNELIZING LINE PER CALTRANS DETAIL 38.
REMOVE EXISTING SIGNS AND PAVEMENT MARKINGS.
(@0 PAINT 4" DOUBLE YELLOW LINE PER CALTRANS DETAIL 22.
10, REINSTALL SIGN AFTER STAGE III CONSTRUCTION.
DURING STAGE I
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DELINEATORS