HomeMy WebLinkAbout6170-1TRAFFIC SIGNAL GENERAL NOTES
1. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE
PLANS, THE CITY OF FONTANA DESIGN STANDARDS, THE CITY'S SPECIAL PROVISIONS, SECTION E,
2018 OF CALTRANS STANDARD PLANS AND SPECIFICATIONS, AND THE 2014, REVISION 6 OF THE
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
2. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK
3. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE
TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT ANY CITY FURNISHED OR
PROVIDED AS NOTED IN SECTION E.
4. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. CONTRACTOR SHALL BE
RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING FACILITIES WITHIN THE AREA OF
CONSTRUCTION. THE CITY ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR CONFLICTS
PRIOR TO COMMENCING WORK.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY
MONUMENTS OR MARKERS DURING CONSTRUCTION.
6. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 3" RIGID METAL UNLESS OTHERWISE
SHOWN.
7. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN
HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES & UTILIZE PEDESTRIAN COUNTDOWN TIMERS PER
SPECIAL PROVISIONS.
8. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH
NEW CONSTRUCTION.
9. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS
PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET AND SECTION E OF THE CITY'S SPECIAL
PROVISIONS.
10. CONTROLLER AND SERVICE CABINETS SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS.
CONTRACTOR SHALL MODIFY SPRINKLER SYSTEMS AS NECESSARY.
11. CONTRACTOR SHALL INSTALL CITY —SUPPLIED REINFORCING CABLES AND ASSOCIATED HARDWARE (2
PER SIGN) ON OVERHEAD REFLECTIVE STREET NAME SIGNS IN ACCORDANCE WITH CITY DESIGN
STANDARD 4005.
12. ALL OPEN EXCAVATIONS WITHIN THE PUBLIC RIGHT—OF—WAY SHALL BE BACK —FILLED PER CITY STD.
1008 OR STEEL PLATED PER CITY STD. 1009 DURING NON —WORKING HOURS. "STEEL PLATES AHEAD"
WARNING SIGNS SHALL BE POSTED IN ADVANCE OF STEEL PLATE BRIDGING. PERMANENT TRENCH
REPAIR SHALL BE PER CITY STD. 1008.
13. THE CONTRACTOR SHALL REPAIR/REPLACE/RELOCATE ANY AND ALL DAMAGED LANDSCAPING,
IRRIGATION, SIDEWALK, CURB, PAVEMENT OR ROADWAY STRIPING TO THE SATISFACTION OF THE
ENGINEER.
14. CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL
CONFLICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT.
15. AS —BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO
SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER.
16. CONTRACTOR SHALL POTHOLE ALL POLE LOCATIONS AND RESOLVE ALL UTILITY CONFLICTS PRIOR TO
ORDERING POLES.
INDEX OF SHEETS
SHEET 1 TITLE SHEET
SHEET 2 TRAFFIC SIGNAL PLAN
DRAWING NUMBER
6169 STREET IMPROVEMENT PLAN
6170 TRAFFIC SIGNAL PLAN
6171 SIGNING AND STRIPING PLAN
CITY OF FONTANA
DUNCAN CANYON RD AND COYOTE CANYON RD
TRAFFIC SIGNAL PLAN
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TRAFFIC SIGNAL CONSTRUCTION NOTES
NOTE: SEE SPECIAL PROVISIONS FOR ANY CITY SUPPLIED EQUIPMENT AND/OR MATERIALS.
❑1 INSTALL CITY FURNISHED TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING TYPE 'R" CABINET.
CONTROLLER CABINET AND FOUNDATION SHALL BE INSTALLED PER CITY STANDARD PLAN 4001.
INSTALL LOOP DETECTION, FIBER OPTIC MODEM, AND MISCELLANEOUS AUXILIARY EQUIPMENT
REQUIRED TO PROVIDE OPERATION SHOWN HEREON.
ElFURNISH AND INSTALL NEW TYPE III—CF SERVICE PEDESTAL PER CITY OF FONTANA AND SOUTHERN
CALIFORNIA EDISON COMPANY REQUIREMENTS. FURNISH AND INSTALL BASE FOR SERVICE EQUIPMENT
ENCLOSURE PER CALTRANS STANDARD ES-2F.
FURNISH & INSTALL 2"C, 2#6, 1#8 CONDUCTORS (SIGNAL SERVICE).
�4 FURNISH & INSTALL 2"C, 2#10 CONDUCTORS (LUMINAIRES).
ElFURNISH AND INSTALL 3" PVC CONDUIT WITH X" POLY PULL ROPE PER SCE REQUIREMENTS.
CONDUCTORS TO BE INSTALLED BY SCE. COORDINATE SERVICE WITH SCE PLANNING DEPARTMENT
AT 909.357.6516. VERIFY PHONE NUMBERS AT TIME OF CONSTRUCTION.
ElREMOVE EXISTING LANDSCAPING AND MODIFY IRRIGATION SYSTEM AS AS NEEDED PER THE DIRECTION
OF THE FIELD ENGINEER. CONSTRUCT 4" THICK PCC PAD 20'X4' ON COMPACTED NATIVE AROUND
PROPOSED SIGNAL CONTROLLER AND SERVICE CABINETS. SPRINKLERS SHALL NOT SPRAY ONTO
CONTROLLER CABINET OR SERVICE PEDESTAL.
ElINSTALL CITY —FURNISHED UNI—DIRECTIONAL, SINGLE CHANNEL, EMERGENCY VEHICLE PREEMPTION OPTICOM
DETECTOR ON SIGNAL MAST ARM. EXACT LOCATION TO BE DETERMINED BY THE ENGINEER IN THE FIELD.
CONTRACTOR SHALL HAVE PREEMPTION CALIBRATED AND TESTED.
INSTALL SIGN AND HARDWARE PER CALTRANS DETAIL "U", ES-7N.
ElREMOVE AND SALVAGE EXISTING STREET LIGHT (BY OTHERS). REMOVE FOUNDATION
3' MINIMUM AND CONSTRUCT PCC PAVEMENT REPAIR. CONTRACTOR IS RESPONSIBLE
OF DISPOSING OF ANY MATERIAL NOT SALVAGEABLE.
10 STUB OUT 2" CONDUIT WITHIN 6E PULLBOX FOR FUTURE INTERCONNECT.
11 CONSTRUCT 3'x3' PCC PAD AROUND TRAFFIC SIGNAL POLE.
SERVICE ADDRESS: 15480 Duncan Canyon Road
UNDERGROUND SERVICE ALERT USA
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
QROFESSIONq
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3190 C Shelby Street
Prepared under The Supervision or :
CITY OF FONTANA, CALIFORNIA
TITLE SHEET
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YOU DIG!
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YEARS OF THE DATE OF APPROVAL SHOWN HEREON
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No. C50481
Ontario, California91764
Tel: (909) 890-9693 Fax: (909) 890-9694
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DRAWN BY:
DUNCAN CANYON RD AND
SCALE:
AND CARRIED FORTH IN A DILIGENT MANNER, THE
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THE ELEVATIONS FOR THIS PROJECT ARE BASED UPON NGS BENCH MARK
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COYOTE CANYON RD
As Noted
CALL AT LEAST
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
,� Exp. O6 30 23
sT P
EV9119. A 2" BRASS DISK SET IN THE THE TOP OF THE CONCRETE FOOTING
OF THE NORTH LEG OF TOWER NUMBER 19/1, APPROXIMATELY 250' WESTERLY
"
DESIGNED BY:
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TRAFFIC SIGNAL PLAN
Dare
TWO WORKING DAYS
BEFORE YOU DIG
Know what's below.
Call before you dig.
REV
PLANS TO BRING THEM INTO CONFORMANCE WITH
CIV\L ��
qlf OF
OF THE CENTERLINE OF KNOX AVENUE, APPROXIMATELY 1500' NORTHERLY of
Date : 617122
CHECKED BY:
ARFRovEo BY: P
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7/12/2022
DRAwiNc No.: 1
RDOSION
DESCRIPTION DATE
ENCR.
C!TY DOTE
STANDARDS IN EFFECT.
CR�yEp�
SUMMIT AVENUE. ELEV.=1,644.69' (NAVD88)
CHARLES F. STEPHAN. R.C.E. C50481
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INTERIM CITY ENGINEER R.C.E. 44226
6170
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