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HomeMy WebLinkAboutTRO4103430.118a SIGNAL HEAD ASSIGNMENTS PHASE SEQUENCE DIAGRAM ,O L45 L44 01 02 03 04 V C) N N N O CD 0 Ln cc 0 i Ln Ln 0 z 0 Z W 1-1 cn U w 0 wj 12" rrr R 12" 12" Y 12 I` 7 17 ROG 12 12"G 12" 12"12"12"PEDESTRIAN HEADS: #26, 27, 36, 37, VEHICLE HEADS: VEHICLE HEADS: VEHICLE HEADS: 46, 47, 66 & 67 #21, 22, 43, 61, #11, 41, 51 /OLC, & #42 62, 63 52/01-C NOTES: 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL VISORS, SQUARE DOORS AND 5" BACKPLATES. MAST ARM MOUNTED VEHICLE SIGNAL HEADS SHALL USE MOUNTING TYPE "L" AND POLE MOUNTED VEHICLE SIGNAL HEADS SHALL USE MOUNTING TYPES "H", "K", "F" OR "D" (PER PLANS). ALL SIGNAL HEAD HOUSINGS AND BACKPLATES SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. 2. ALL PEDESTRIAN SIGNAL SYSTEMS SHALL BE LED TYPE WITH SOLID SYMBOLS, SHALL BE EQUIPPED WITH "Z" CRATE VISORS AND SHALL USE TYPE "A", "B", "C" OR "D" (PER PLANS) MO-!NTINGS. ALI PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE COUNTDOWN ' TYPE AND SHALL CONFORM TO LATEST MUTCD AND ADA REQUIREMENTS. ALL PEDESTRIAN SIGNAL HEAD HOUSINGS SHALL BE YELLOW COLOR PER SPECIAL PROVISIONS. RAINIER AVE S — R N1 215' t TO STOP BAR PTYP 16 T'�p J L53 44 CD OLC QZ NOT NOT USED USED 16 TYP � co CIO / GENERAL NOTES / 0 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS, WSDOT/APWA 05 06 07 08 / 21 / STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO SPECIAL PROVISIONS AND THESE PLANS. VEHICLE MOVEMENT / 2. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF OVERLAPPED VEHICLE MOVEMENT THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. PEDESTRIAN MOVEMENT 3. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE ELECTRICAL SERVICE 1 21 CONNECTION. CONTRACTOR SHALL MEET WITH PUGET SOUND ENERGY REPRESENTATIVE SHARI CLARKE AT (425) 456-2701 PRIOR TO INSTALLATION OF METER BASE. / 4. FOR SIGNAL SYSTEMS COORDINATION WITH THE CITY OF RENTON, CONTRACTOR SHALL CONTACT EVPE SCHEDULE TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR DAVE WHITMARSH AT (425) / 430-7423. # PHASES A 02 & 05 B 04 C 06 & 01 5. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 1 / ` 6. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED ADVANCED B1 17 ` BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. / \ 7. ALL NEW JUNCTION BOXES AND VAULTS PLACED IN THE SIDEWALKS SHALL HAVE SKID 11 / RESISTANT LIDS AND ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER COR STD PLAN #127. 12 / 8. FOR CONSTRUCTION, WIRE AND SIGN NOTES SEE SHEET 258. / VL43 VL42 VL41 9. FOR WIRING DIAGRAM SEE SHEETS 259 AND 260. 10. FOR SIGNAL POLE SPECIFICATIONS SEE SHEETS 261 AND 262. 11 / 5 / / VL47 ° • • 13 TYPE .. 67 � :•� �:' •:.' 9 TYP � / 6 �° 14 � e� , 12 16 -- _ Z4 3430197 6 - -- -- - 3 63 12 14 11 10 11 14'' - - p 62 8/� s \ •.. • T VC \ 9 TYP 61 TYP 13 i J // VL63 7 / 11 / 51 OLC EVPE C r' .. ' ' VL62 � � / 1 10 y S, 45 VL51 .... ... .... � 46 VL61 VL52 :.•.•::::.•:.•.•.•:.•.•.:• 77. nP � VL v !U J � 13 52/OLC � • � ' ' 11 � � �f EVPE A L 5 \ VA 26 14 VL21 F L 21 4$ a VL22 .•.•.•::.•::::....... .... � 11 3 2 // 9 TYP f'' - 10 -- _ 13 TYP 15 /31 7 3 12 5 4 T 6 � / _ VL25 47 9 o - _ 3 ° _ °° o ao 41 LEGEND R/w ' - / 10 1 12 �\ — L64 EXISTING NEW DESCRIPTION EXISTING NEW DESCRIPTION 4 2 15 SIGNAL POLE VEHICLE DETECTION CAMERA 00 ® SIGNAL POLE TYPE P I �p S a PTZ CAMERA 15 R/w O0 DECORATIVE ROADWAY LUMINAIRE ®� [T7 8 0 ❑ JUNCTION BOX TYPE 1, 2, 8 12 / 3 3 \ O LUMINAIRE AND POLE ® ® ELECTRICAL SERVICE CABINET -D --► VEHICLE SIGNAL HEAD ® m TRAFFIC CONTROLLER CABINET 15 \ J SEE SHEET 258 FOR VEHICLE SIGNAL HEAD (LEFT OR RIGHT TURN) DIM RRIDE COMMUNICATION CABINET ENLARGED SIGNAL DETAIL TENON (FUTURE HEAD LOCATION) 25 _ - / 25 TA TA VAULT �-- i 11 21 -�,-► PEDESTRIAN SIGNAL HEAD - — - - — CONDUIT --0; - EVPE A MAST ARM/POLE MOUNTED SIGN WIRE NOTE �� EXISTING TRAFFIC SIGNAL SHALL REMAIN O CONSTRUCTION NOTE �� FULLY OPERATIONAL UNTIL DAY OF J O VEHICLE DETECTION LOOP POLE CONSTRUCTION NOTE C)� CIO p CHANGEOVER WHEN UNIFORMED POLICE VEHICLE DETECTION ZONE j � 0 5 10 20 40 60 (SHOWN FOR REFERENCE ONLY) O SIGN NOTE / M OFFICER SHALL DIRECT TRAFFIC. RRIDE TSP ANTENNA (FUTURE) OD SCALE IN FEET n RAINIER AVENUES (SR 167) DRAWING NO. �-1 cICAN 11-14-11 SURVEYED: KPG I� CITY OF RENTON DRAWN BY: JC DESIGN BY: JC g I p =u S GRADY WAY TO S 2ND ST PROJECT NO. TED403430 — � 753 9th Avenue N 2502 Jefferson Avenue Public Works Department CHECK BY: RJH Seattle, WA 98109 Tacoma; WA 98402 DOCUMENTS SIGNALIZATION PLAN FED AID NO.-CM0167(04s) �o,{ �3 32 w`{� (206) 286-1640 (253) 627.0720 APPR ED FOR CONSTRUCTION DATE: NOV 2011 ��IONgL ����� PROJ MGR: JF www.kpg.com RAINIER AVE S & S 3RD ST NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 06550SIG02.dwg BY: DATE: / //r/--Z SHEET NO, _257_ C)c 30�_ �(16 TYP L54 J 11 185' f L23 L -1TO STOP BAR i 1 L24� ► ----- -- - x o �C � o W z d