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Home My WebLink AboutT-4214092\` 1 To N V r qIT CZ) 0 0 J o >,X m QQ� 0 CN Z3 CO 0 0 0 l 0� LU o CD CD N O � � m a C � Y � U o � Y 2 Lu (n w w Q 0 a- X 2Ei GENERAL NOTES LEGEND SPECIAL SIGN DETAILS 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF RENTON (COR) STANDARDS, WSDOT STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, WSDOT STANDARD PLANS, SPECIAL PROVISIONS AND THESE PLANS. EXISTING PROPOSED �� Cbc, 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED WITH COUNTDOWN DISPLAY. 0 MAST ARM POLE 3. MAST ARM MOUNTED STREET NAME SIGNS SHALL BE IN ACCORDANCE WITH AUTHORITY HAVING JURISDICTION (AHJ) STANDARDS. ALL OTHER MAST ARM MOUNTED SIGN DESIGNATION CODES WILL REFER TO THE CURRENT EDITION OF THE MUTCD UNLESS OTHERWISE NOTED. LUMINAIRE BUS --I N � 4. ALL POLE PENETRATIONS SHALL BE MADE IN THE FIELD. �F ❑° Q PEDESTRIAN PUSH BUTTON PEDESTAL 5. EMERGENCY PRE-EMPTION DETECTORS SHALL BE MOUNTED HIGHER THAN STREET NAME SIGNS OR OTHER CONFLICTING APPURTENANCES ENSURING A CLEAR LINE OF SIGHT. SIC SIGNAL PEDESTAL SIGNALIN 6. ALL SIGNAL POLES SHALL BE INSTALLED A MINIMUM OF 3 FT FROM THE FACE OF CURB. 0 - '\ 7. CONTRACTOR SHALL CONFIRM THAT MINIMUM OF 10 FT CLEARANCE IS PROVIDED BETWEEN SIGNAL POLES/LUMINAIRE POLES PRIOR TO POURING FOUNDATIONS. IF CONFLICT IS VEHICLE SIGNAL HEAD DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER IMMEDIATELY. 5.9 8.2 5.9 8. ALL EXISTING FIELD WIRING, WHICH IS NO LONGER NEEDED, SHALL BE REMOVED AFTER NEW SIGNAL TURN -ON. VEHICLE SIGNAL HEAD WITH BACKPLATE 15.6 9. ALL CONDUITS CONTAINING CONDUCTORS SHALL INCLUDE GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN. #8 UNLESS OTHERWISE NOTED). 4_DPEDESTRIAN SIGNAL HEAD 2.2 2.2 20 10. ALL EMPTY / SPARE CONDUITS SHALL CONTAIN PULL TAPE COMPLIANT WITH RELEVANT AHJ SPECIFICATIONS. APS PUSH BUTTON 1.5" RADIUS, 0.5"; BLACK BORDER ON WHITE BACKGROUND 11. ALL CABLES INSTALLED BY THE CONTRACTOR SHALL BE LABELED IN EACH JUNCTION BOX AND CONTROLLER CABINET. EMERGENCY VEHICLE PRE-EMPTION DETECTOR "BUS", C; BLACK TEXT ON WHITE BACKGROUND 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 AHJ SPECIFICATIONS. I--/ I--' MAST ARM SIGN "SIGNAL", C; BLACK TEXT ON WHITE BACKGROUND 13. ALL EXISTING SIGNAL EQUIPMENT SHALL BE MAINTAINED AND PROTECTED IN PLACE UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE IN INCHES. ® B JUNCTION BOX TYPE 1 14. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THAT MINIMUM OVERHEAD CLEARANCE REQUIREMENT WILL BE SATISFIED. CONTRACTORS SHALL MAKE ADJUSTMENTS THROUGH MOUNTING TYPE IF NEEDED. 0 JUNCTION BOX TYPE 2 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. JUNCTION BOX TYPE 8 16. CONTRACTOR SHALL KEEP EXISTING SIGNALS FULLY OPERATIONAL THROUGHOUT CONSTRUCTION UNTIL CHANGED OVER TO NEW SIGNAL SYSTEM, WHICH SHALL OCCUR IN m PULL BOX M M ACCORDANCE WITH AN APPROVED TRAFFIC CONTROL PLAN. TIME FOR SIGNAL CHANGE OVER SHALL BE COORDINATED WITH THE APPROPRIATE JURISDICTION TO MINIMIZE 0 �� DISRUPTION TO TRAFFIC. ELECTRICAL SERVICE CABINET 17. THE LOCATION OF ALL PROPOSED CONDUITS, JUNCTION BOXES AND CABINETS SHOWN ON THESE PLANS ARE FOR GRAPHICAL PRESENTATION ONLY. FINAL LOCATIONS SHALL BE VERIFIED WITH THE ENGINEER IN THE FIELD. CONTROLLER CABINET 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 166" FOR ALL SIGNAL HEADS ABOVE THE STREET PRIOR TO POURING OF FOUNDATION. --- UNDERGROUND CONDUIT 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. RRFB C CM co 20. NEW APS STYLE PUSH BUTTON ASSEMBLIES SHALL BE INSTALLED FACING THE INTERSECTION AND PARALLEL WITH THE ASSOCIATED CROSSWALK. ORIENTATION OF THE APS ADVANCE VIDEO DETECTION CAMERA 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 U', L, J-20.26-01. O O LOOP DETECTOR --I BUS -.1 rb 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 "�� `b� '��'� �`a� `V "�� `b. SIGNAL POLES THAT HAVE A PUSH BUTTON MOUNTED ON THEM. SEE SPECIAL PROVISIONS. >❑ >❑ VIDEO DETECTION CAMERA 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 ON LY TAPE. SEE CITY OF RENTON STANDARD PLAN 140 FOR DETAILS. BELL CAMERA 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 PTZ CAMERA APPROVAL. 5.1 13.8 5.1 8 - 8 8 24. SIGNAL POLE, LUMINAIRE AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. DETECTION ZONE 5.8 12.4 5.8 5.8 12.4J-06-5.8-30 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 CONDITION OF APPROVAL # 1 1. ADD ADDITIONAL NOTES TO PLAN AND PROJECT SPECIFICATIONS. 3.6 16.8 3.6 3.6 16.8 3.6 SPACE ALLOWS. 3 1. TEMPORARY VIDEO DETECTION IS REQUIRED WHEN EXISTING SIGNAL IS DOWN. 32. IDENTIFY CONSTRUCTION SEQUENCE AND PHASE. ONLY ONE SIGNAL UNDER CONSTRUCTION AT ONE TIME IS REQUIRED. IL 24 24 26. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL. NEW PERMANENT / TEMPORARY VIDEO DETECTION SHALL BE 33.11DENTIFY ALL LOCATIONS THAT WILL HAVE TEMP SIGNALS AND SUBMIT SEQUENCE/SCHEDULE OF WORK. INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. 34.TEMP SIGNALS SHALL MEET MUTCD AND PROWAG 35.TEMP STREET/DETOUR CLOSURE SHALL NOT BE IN CONFLICTS WITH WSDOT CLOSURE, OTHER CITY PROJECTS CLOSURES/CONSTRUCTION, SPECIAL EVENTS, 3.0" RADIUS, 1.0"; BLACK BORDER ON WHITE BACKGROUND 3.0" RADIUS, 1.0"; BLACK BORDER ON WHITE BACKGROUND 27. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION 36. TEMP STREET/DETOUR CLOSURE SHALL NOT BE DURING PEAK HOURS IN THE DIRECTION OF THE PEAK OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE HOUR TRAFFIC "BUS", D; BLACK TEXT ON WHITE BACKGROUND "BUS", D; BLACK TEXT ON WHITE BACKGROUND MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. 37. PEDESTRIAN SIGNALS SHALL BE MAINTAINED OPERATIONAL AND PUSH BUTTONS SHALL BE ACCESSIBLE, ADA COMPLIANCE/WHEELCHAIR ACCESSIBLE, AT ALL TIMES. 38. TEMP VIDEO DETECTION SHALL BE INSTALLED PRIOR TO REMOVE OR DISABLE EXISTING DETECTION AT "ONLY", D; BLACK TEXT ON WHITE BACKGROUND "ONLY", D; BLACK TEXT ON WHITE BACKGROUND 28. UNIFORMED POLICE OFFICER(S) SHALL BE PRESENT DURING SIGNAL CHANGE OVER TO DIRECT TRAFFIC. TEMP TRAFFIC SIGNALS. VEHICLE DETECTION AT SIGNAL FOR EACH MOVEMENT SHALL BE MAINTAINED AT ALL TIMES. COORDINATE WITH TRANSPORTATION MAINTENANCE MANAGER. DIMENSIONS SHOWN ARE IN INCHES. DIMENSIONS SHOWN ARE IN INCHES. 29. RELOCATION OF TRAFFIC SIGNAL CABINET AND ASSOCIATED SIGNAL CHANGE OVER WORK SHALL BE NIGHTTIME WORK OR WEEKEND WORK ONLY. NIGHTTIME WORK REQUIRES NOISE VARIANCE. TYPICAL FOR ALL TRAFFIC SIGNAL RELOCATIONS. 30. THE CONTRACTOR SHALL BE RESPONSIBLE TO APPLY AND COORDINATE WITH PSE FOR SERVICE. SERVICE TO INCLUDE DISCONNECT / INSTALL / RECONNECT / WIRING / ENERGIZE. LDEVELOPIMENT ENGINEERING 01 Sippo 09/11/2024 T-421492 AD -READY SUBMITTAL DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE: 7 ��O wEG� J. DOWDS BENNETT G. FRANCO RAP I D RI D E I LINE JUNE 2024 (425) 453-5000 DRAWN: 1100 112TH AVE NE, SUITE 500-A cob �c�� • BELLEVUE, WA 98004 � 1 �� P. OSUNA King County / CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO: 4114 ti � R. JAHNS E00566E18METRO SIGNAL 1 TS 1.00 jONAL CHECKED: CONTRACT NO: SHEET N0: OF GENERAL NOTES AND LEGEND NO: 473 No. REVISION BY APP'D DATE 06/13/2ti K. CHANG YUEN CXXXXXXXX 00 N Irm O N V