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EX. 2"C, FOOTHILL
INSTALL 1 NEW -DLC
GENERAL NOTES: REMOVE EX. DLC
1, TRAFFIC SIGNAL, SIGNING RNCT SMPtNG, ANDLrGH77M1tG StiRtC COIUFORK? TQ THESE
PLANS, THE SPECIAL PROVISIONS, THE- CIN OF FONTANA STANDARD DETAILS, AND
THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 (DATE, JULY
1999) AND STANDARD PLANS (DATE, JULY 1999.)
2. LOCATION OF ALL UNDERGROUND FAetLt'FfES ARF_ RPPRf1XIMRTE. 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 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 PERhtfT$ SHALL BE OBTAINED FRORA THE GfFf 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 PROVISlONS).
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 SHAWN ON THE PLANS, EXCEPT
AS NOTED CIN FURNISHED OR LISTED AS CITY PROVIDED IN THE 5PEGlAC
PROVISIONS.
13. CONTRACTOR SHALL REFER TO THE CIN 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 NwwnwM � yw��
LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON DIAL TWO VORKING
ARE TO CONFORM TO CA M.U.T.C.D. CODES. TRAFFIC SIGN SIZE SHALL BE FOR BEFORE DAYS BEFORE
CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. YOU DIG YOU DIG
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MATCHLINE "B SEE SHEET 1
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EX. R/W
75' T0. MATCHLINE. VA41MI111601-
1' TRIANGLE
TYPE E LOOP DETECTOR
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AUTOCAD FILENAME:Foothill.Banana.Signal.dwg
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REMOVE EX. DLC
EX. R W _ _ _ _ _ _ _ EX. 2"C, INSTALL 1 NEW DLC _ _ _ _ EX.�W _
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EX.0/G ---------------------------------
EX. R/W
75' T0. MATCHLINE. VA41MI111601-
1' TRIANGLE
TYPE E LOOP DETECTOR
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AUTOCAD FILENAME:Foothill.Banana.Signal.dwg
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