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GENERAL NOTES: FOOTHILL
1. TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO THESE
PLANS, THE SPECIAL PROVISIONS, THE CITY OF FONTANA STANDARD DETAILS, AND
THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD
PLANS (DATE JULY 2992)t 19 9 9.
2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR
SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS
ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF ANY OBSTRUCTIONS.
PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, TWO (2) WORKING
DAYS BEFORE DIGGING.
3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID METAL UNLESS
OTHERWISE SHOWN.
4• DETECTOR LOOPS SHALL BE CENTERED IN THE TRAFFIC LANES UNLESS SHOWN
OTHERWISE.
5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT
EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE ES -4C FOR POLE
LOCATION DETAIL.
6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA DEPARTMENT OF ENGINEERING PRIOR TO COMMENCEMENT OF WORK.
7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS, AND
SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE
ENGINEER.
8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS.
MODIFY SPRINKERS SYSTEMS IF NECESSARY.
g THE ALIGNMENT OF INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE.
HOWEVER, WHEN CHANGES IN ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE
MINIMUM RADIUS OF 10 FEET.
10. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL
PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES EQUIPPED WITH
COUNTDOWN TIMERS (SEE SPECIAL PROVISIONS).
11. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL
REPLACED WITH NEW CONSTRUCTION.
12. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO
CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT
AS NOTED CITY FURNISHED OR LISTED AS CITY PROVIDED IN THE SPECIAL
PROVISIONS.
13. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A
CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND, OR SPECIFICATIONS
FOR THIS PROJECT.
14. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE
BORING METHOD, TRENCH REPAIRS SHALL BE PER SPECIAL PROVISIONS, SECTION E.
15. TRAFFIC SIGN DIMENSIONS, COLOR, AND LETTERING SHALL CONFORM TO THE
LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON
ARE TO CONFORM TO CA M.U.T.C.D. CODES. TRAFFIC SIGN SIZE SHALL BE FOR
CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS.
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