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PORTABLE DELINEATOR
FLAGTREE
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TYPE II BARRICADE
FLASHING YELLOW BEACON
TYPE III BARIDADES
W\TYPE -W MARKERS
AND YELLOW FLASHERS
C18 WITH TYPE ' B'
FLASHING BEACON
GENERAL NOTES;
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE
CITY OF FONTANA ENGINEERING DIVISION STANDARD
SPECIFICATIONS, DATED 1975, AND ANY REVISION THEREAFTER.
2. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE
REQUIREMENTS OF THE 1994 STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION, "GREENBOOK" AND THE 1995 SUPPLEMENT; THE
STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS)
STANDARD PLANS AND STANDARD SPECIFICATIONS. DATED 1994; AND THE
CALTRANS TRAFFIC MANUAL, LATEST EDITION.
3. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES,
METHODS AND PROCEDURES DESCRIBED IN THE CALTRANS TRAFFIC
MANUAL_, CHAPTER 5- MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTI.ON
AND MAINTENANCE WORK ZONES, LATEST EDITION.
4. THE CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF
A CONFLICT OF POTENTIAL CONFLICT WITH THE PLANS AND/OR
SPECIFICATIONS FOR THIS PROJECT.
5. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE
CITY OF FONTANA ENGINEERING DIVISION PRIOR TO CONSTRUCTION
BEGINNING.
6. TRAFFIC SIGN DIMENSIONS, COLOR, AND LETTERING SHALL CONFORM TO
THE LATEST CALTRANS SIGN SPECIFICATION SHEETS.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
BARRICADES. DELINEATORS, OR OTHER TRAFFIC CONTROL AT ALL TIMES.
8. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL
DEVICES TO THEIR ORIGINAL CONDITION, OR TO THE SATISFACTION OF
THE CITY ENGINEER.
9. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE
DETERMINED BY THE CITY ENGINEER. ADDITIONAL WARNING AND/OR
CONSTRUCTION SIGNS MAY BE REQUIRED BY THE CITY ENGINEER.
10. THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC ENGINEER A MINIMUM
OF 2 WORKING DAYS BEFORE IMPLEMENTING TRAFFIC CONTROL PLAN.
11. THIS PLAN SHALL ONLY BE IMPLEMENTED DURING HOURS OF DAYLIGHT.
ALL TRAFFIC CONTROL DEVICES ASSOCIATED WITH THIS PLAN SHALL BE
COVERED DURING NON -WORK HOURS, EXCEPT AS NOTED ABOVE.
12. ALL TRAFFIC SIGNS SHALL BE A MINIMUM SIZE OF 48 INCHES BY 48
INCHES. --
13. ALL CONES AND PORTABLE DELINEATORS SHALL BE A MINIMUM OF 28
INCHES IN HEIGHT.
14. SIGNS SHALL NOT BE PLACED IN SHADOWS OR IN OBSTRUCTED
LOCATIONS.
15. SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF
TRAVELED WAY. PORTABLE SIGN STANDARDS SHALL BE TIED DOWN OR
WEIGHTED TO PREVENT TOPPLING.
16. THE BOTTOM OF ALL SIGNS SHALL BE PLACED A MINIMUM OF 48 INCHES
ABOVE THE TRAVELED SURFACE AND, WHENEVER POSSIBLE, 7 FEET IS A
PREFERABLE HEIGHT.
17. ALL EXISTING SIGNS THAT ARE IN CONFLICT AND/OR ARE NO LONGER
APPLICABLE WITH THIS PLAN, SHALL BE COVERED OR REMOVED DURING
WORK HOURS, AND REPLACED IN KIND DURING NON -WORK HOURS.
18. ALL EXISTING STRIPING AND PAVEMENT MARKINGS THAT ARE IN
CONFLICT AND/OR ARE NO LONGER APPLICABLE WITH THIS PLAN, SHALL
BE COVERED OR REMOVED, AND REPLACED IN KIND DURING NON -WORK
HOURS.
19. THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND MAINTAINED TO
ENSURE PROPER VISIBILITY AND OPERATION OF ALL TRAFFIC CONTROL
AND ADVANCE WARNING DEVICES. ALL FLASHING YELLOW BEACONS SHALL
BE INSPECTED DAILY TO ENSURE PROPER OPERATIONS.
20. SOUTH HIGHLAND AVENUE SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES
SUBJECT TO FLAGGER CONTROL DURING WORK HOURS. ALL EXISTING
TRAFFIC CONTROL DEVICES AND MARKINGS DISTURBED BY THE WORK
SHALL BE REPLACED IN KIND AT THE END OF EACH WORK DAY.
21. FLAGGERS SHALL CONFORM TO ALL METHODS AND PROCEDURES DESCRIBED
IN THE CALTRANS TRAFFIC MANUAL, SECTION 5-07, DATED JANUARY
1990, OR SECTION 5-04, DATED JANUARY 1996.
22. FLAGGERS SHALL COORDINATE THEIR EFFORTS AND STAY IN CONSTANT
COMMUNICATION, VIA TWO-WAY RADIOS, TO PREVENT EXCESSIVE QUEUING
OF TRAFFIC AND TO PROVIDE SAFE AND SMOOTH OPERATION THROUGHOUT
THE WORK ZONE.
23. IN THE EVENT THAT THIS TRAFFIC CONTROL PLAN MUST BE USED DURING
HOURS OF DARKNESS; ADEQUATE LIGHTING SHALL BE PROVIDED AT ALL
FLAGGER STATIONS, AND ALL SIGNS, CONES, OR DELINEATORS SHALL
BE ILLUMINATED OR REFLECTORIZED, AND FLASHING YELLOW BEACONS
SHALL BE INSTALLED ON ALL BARRICADES.
24. ANY ROADSIDE OBSTACLE ASSOCIATED WITH THE WORK THAT MUST REMAIN
DURING NON -WORK HOURS SHALL BE, AT A MINIMUM, DELINEATED WITH
ILLUMINATED OR REFLECTORIZED CONES OR DELINEATORS AND
BARRICADES WITH FLASHING YELLOW BEACONS. IN ADDITION, ADVANCE
C18 "ROAD CONSTRUCTION AHEAD" SIGNS SHALL REMAIN IN OPERATION
WITH FLASHING YELLOW BEACONS.
25. ALL CONES OR PORTABLE DELINEATORS SHALL BE INTERNALLY
ILLUMINATED OR FITTED WITH REFLECTIVE SLEEVES, WHEN USED TO
DELINEATE ROADSIDE OBSTACLES DURING NON -WORK HOURS.
26. ALL FLASHING YELLOW WARNING LIGHTS SHALL BE PORTABLE, LENS
DIRECTED, ENCLOSED AND MOUNTED AT A MINIMUM HEIGHT OF THREE
FEET, MEASURED FROM THE BOTTOM OF THE LENS TO UNDERLYING
SURFACE.
27. TYPE "A" (LOW INTENSITY) FLASHING YELLOW WARNING LIGHTS SHALL
BE USED ON ALL BARRICADES USED AT NIGHT AND THEY SHALL BE IN
OPERATION FROM DUSK TO DAWN (REFER TO THE TABLE BELOW FOR OTHER
SPECIFICATIONS AND DETAILS).
28. TYPE "B" (HIGH INTENSITY) FLASHING YELLOW WARNING LIGHTS SHALL
BE USED WITH INDICATED SIGNS AND SHALL BE IN OPERATION AT ALL
TIMES (24 HOUR/DAY) (REFER TO THE TABLE BELOW FOR OTHER
SPECIFICATIONS AND DETAILS).
29. STEEL PLATE COVERS SHALL BE INSTALLED PER WORK AREA TRAFFIC
CONTROL HANDBOOK (PLATE BRIDGING) OVER ALL OPEN TRENCHES AT THE
CLOSE OF CONSTRUCTION EACH DAY SO THAT A MINIMUM OF ONE (1)
TRAVEL LANE IN EACH DIRECTION CAN BE MAINTAINED DURING
NON -CONSTRUCTION HOURS.
30. TYPE P "STEEL PLATES AHEAD" WARNING SIGNS SHALL BE USED IN
ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK
( W. A. T. C. H.) IN ADVANCE OF ALL TEMPORARY PLATE BRIDGING LOCATED
WITHIN THE TRAVELED WAY.
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