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HomeMy WebLinkAboutT-4214443 a ~gw Ao mA QElA 7aW >F V GENERAL NOTES f 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS, WSDOT STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE } STANDARD SPECIFICATIONS, WSDOT STANDARD PLANS, SPECIAL PROVISIONS AND THESE PLANS. 1 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED WITH COUNTDOWN DISPLAY. 3. MAST ARM MOUNTED STREET NAME SIGNS SHALL BE IN ACCORDANCE WITH AUTHORITY HAVING JURISDICTION (AHJ) STANDARDS. ALL OTHER MAST ARM C MOUNTED SIGN DESIGNATION CODES WILL REFER TO THE CURRENT EDITION OF THE MUTCD UNLESS OTHERWISE NOTED. 4. ALL POLE PENETRATIONS SHALL BE MADE IN THE FIELD. S. EMERGENCY PRE-EMPTION DETECTORS SHALL BE MOUNTED HIGHER THAN STREET NAME SIGNS OR OTHER CONFLICTING APPURTENANCES ENSURING A CLEAR LINE OF SIGHT. 6. ALL SIGNAL POLES SHALL BE INSTALLED A MINIMUM OF 3 FT FROM THE FACE OF CURB. 7. CONTRACTOR SHALL CONFIRM THAT MINIMUM OF 10 FT CLEARANCE IS PROVIDED BETWEEN SIGNAL POLES/LUMINAIRE POLES PRIOR TO POURING FOUNDATIONS. IF CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER IMMEDIATELY. 8. ALL EXISTING FIELD WIRING, WHICH IS NO LONGER NEEDED, SHALL BE REMOVED AFTER NEW SIGNAL TURN -ON. 9. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN. #8 UNLESS OTHERWISE NOTED). 10. ALL EMPTY/ SPARE CONDUITS SHALL CONTAIN PULL TAPE COMPLIANT WITH RELEVANT AHJ SPECIFICATIONS. 11. ALL CABLES INSTALLED BY THE CONTRACTOR SHALL BE LABELED IN EACH JUNCTION BOX AND CONTROLLER CABINET. 12. ALL EXISTING PULL ROPE OR PULL TAPE USED FOR THE INSTALLATION OF NEW CABLING SHALL BE REPLACED WITH A NEW PULL TAPE OF THE TYPE DESCRIBED IN THE SPECIAL PROVISIONS. 13. ALL EXISTING SIGNAL EQUIPMENT SHALL BE MAINTAINED AND PROTECTED IN PLACE UNLESS OTHERWISE NOTED. 14. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THAT MINIMUM OVERHEAD CLEARANCE REQUIREMENT WILL BE SATISFIED. CONTRACTORS SHALL MAKE ADJUSTMENTS THROUGH MOUNTING TYPE IF NEEDED. 15. UTILITY LOCATION (CALL 811 BEFORE YOU DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO UTILITIES DURING CONSTRUCTION. 16. CONTRACTOR SHALL KEEP EXISTING SIGNALS FULLY OPERATIONAL THROUGHOUT CONSTRUCTION UNTIL CHANGED OVER TO NEW SIGNAL SYSTEM, WHICH SHALL OCCUR IN ACCORDANCE WITH AN APPROVED TRAFFIC CONTROL PLAN. TIME FOR SIGNAL CHANGE OVER SHALL BE COORDINATED WITH THE APPROPRIATE JURISDICTION TO MINIMIZE DISRUPTION TO TRAFFIC. 17. THE LOCATION OF ALL PROPOSED CONDUITS, JUNCTION BOXES AND CABINETS SHOWN ON THIS PLAN ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED WITH THE ENGINEER IN THE FIELD. 18. ALL NEW POLE AND CABINET FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. CONTRACTOR SHALL CHECK FOR MINIMUM OVERHEAD CLEARANCE OF 16'6" FOR ALL SIGNAL HEADS ABOVE THE STREET PRIOR TO POURING OF FOUNDATION. 19. ALL PEDESTRIAN HEADS, PUSH BUTTONS AND SIGNAL HEADS SHALL BE SECURELY AND COMPLETELY COVERED WITH YELLOW, TAN OR WHITE MATERIAL WHILE NOT IN OPERATION. 20. NEW APB STYLE PUSH BUTTON ASSEMBLIES SHALL BE INSTALLED FACING THE INTERSECTION AND PARALLEL WITH THE ASSOCIATED CROSSWALK. ORIENTATION OF THE APB PUSH BUTTON SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD PRIOR TO ORDERING THE PUSH BUTTON. INSTALL PEDESTRIAN PUSH BUTTON PER WSDOT STANDARD PLAN J-20.26-01. 21, ALL NEW AND EXISTING JUNCTION BOXES TO BE REPLACED SHALL BE NON-SKID TYPE. WHEN PLACED IN A SIDEWALK, JUNCTION BOXES SHALL BE LOCATED 4 FT AWAY FROM ALL SIGNAL POLES THAT HAVE A PUSH BUTTON MOUNTED ON THEM. SEE SPECIAL PROVISIONS. 22. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL BE INSTALLED WITH NEW TUNNEL VISORS, SQUARE DOORS AND 5" BACKPLATES WITH 1" YELLOW RETROFLECTIVE TAPE. 23. SIGNS ARE NOT TO SCALE. ALL SIGN DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER AND MANUFACTURER PRIOR TO FABRICATION. SUBMIT PROOFS OF ALL SIGNS FOR APPROVAL. 24. SIGNAL POLE, LUMINAIRE AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 25. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. 26. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT / TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. 27. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. LEGEND EXISTING 0- 0 O 4—D z m O DC PROPOSED 60% SUBMITTAL vaC�bS J J.DAMS P. ENG F H/ Q4R�,0 ,y�Tay�� uM King County . DADAMS CHECKE PNH,EC M.WEG METRO No. REVGCHECKED C�E18OMRACTNO' IOv BY APPD GATE ONAL METRO PROJECT ENGINEER CX%RRRRX I I M O D0 MAST ARM POLE LUMINAIRE PEDESTRIAN PUSH BUTTON PEDESTAL SIGNAL PEDESTAL VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD WITH BACKPLATE PEDESTRIAN SIGNAL HEAD APB PUSH BUTTON EMERGENCY VEHICLE PRE-EMPTION DETECTOR MAST ARM SIGN JUNCTION BOX TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 8 ELECTRICAL SERVICE CABINET CONTROLLER CABINET UNDERGROUND CONDUIT BICYCLE SIGNAL HEAD RRFB VIDEO DETECTION CAMERA LOOP DETECTOR CCTV METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT SIGNAL GENERALNOTES NOVEMBER 2021 1 TS1.00 344 XXXX T-421444 R-4214344