HomeMy WebLinkAbout4317-119 (2) TRAFFIC SIGNAL GENERAL NOTES: TRAFFIC SIGNAL INSTALLATION ! MODIFICATION PLANS SHEET INDEX
I . TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THESE PLANS, THE SPECIAL PROVISIONS, SHEET 119 - TRAFFIC SIGNAL INSTALLATION TITLE SHEET
THE CITY OF FONTANA STANDARD PLANS AND SPECIFICATIONS, AND THE STATE OF CALIFORNIA FOR SHEET t20 JURUPA AVENUE AT ETIWANDA AVENUE
STANDARD SPECIFICATIONS SECTION 86 DATED JULY 2002 AND MAY 2006 AND STANDARD PLANS
DATED JULY 2004 AND MAY 2006. SHEET 121 JURUPA AVENUE AT tACIriC AVENUE
2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL JIJRIJ PA /X\JEI'tJIJE SHEET I ?? JURUPA AVENUE AT MULDERRY AVENUE
POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE.
HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT SHEET 123 JURUPA AVENUE AT DANANA AVENUE
3.A (800)PULLBOXES7- 0,SHALL BE(2)No.WORKING DDAYS A0SDBEF0REAE DIGGING• RIGID METAL UNLESS FROM CHERRY AVENUE TO LIVE OAK AVENUE SHEET 124 JURUPA AVENUE AT ALMOND AVENUE
SHOWN OTHERWISE. ALL INTERCONNECT PULLBOXES SHALL BE TYPE P48. 48. 5 x30. 5 x30 SHEET 125 - JURUPA AVENUE AT CHERRY AVENUE
DEEP ( INSIDE) PRE-CAST CONCRETE, HAVE LOCKING FIBERGLASS LIDS AND BE LABELED IN THE CITY OF FONTANA SHEET 126 - JURUPA AVENUE AT LIVE OAK AVENUE
COMMUNICATIONS.
4. ENGINEER SHALL CONFIRM SERVICE POINT WITH SCE IN DESIGN PHASE. CITY SHEET 127 JURUPA AVENUE AT DCCCII AVENUE
SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH THE SOUTHERN SHEET 128 JURUPA AVENUE AT POPLAR AVENUE
CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED.
5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER IN THE FIELD FOR EXACT • SWEET 129 - JURUPA AVENUE AT CITRUS AVENUE
EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SWEET 130 - JURUPA AVENUE AT CYPRESS AVENUE
6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. - -
• 7. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L. E. D. SIGNAL MODULES. ALL
PEDESTRIAN HEADS SHALL HAVE L. E. D. PEDESTRIAN MODULES AND PEDESTRIAN COUNT DOWN TIMERS.
8. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUITS ARE NOT INSTALLED USING
THE BORING METHOD, TRENCH REPAIRS SHALL BE PER SPECIAL PROVISIONS, SECTION E.
• 9. EXISTING LIGHTING TO BE REMOVED SHALL REMAIN IN OPERATIQN UNTIL NEW LIGHTING
IS OPERATIONAL. SEE SPECIAL PROVISIONS.
10. CONTROLLER CABINETS SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS.
MODIFY SPRINKLER SYSTEMS AS DIRECTED BY THE ENGINEER IN THE FIELD
II . CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND
SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. '
12. 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.
13. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS AND HARDWARE TO CONSTRUCT
THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLAN EXCEPT AS NOTED CITY
FURNISHED OR LISTED AS CITY PROVIDED IN THE SPECIAL PROVISIONS.
CURRENT
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IRVINE, CA 92606 BEFOREctiet, I, JDAYS BEFORE T .�• • T ,� * DESIGNED BY: ,
YOU DIG Y,� / YOU f3R I NG THEM INTO CONFORMANCE WITH CONDI , f ONS : * 4 �f, e ��cot*a ` ,j ` , 12/5/2007
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