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NOTES:
1. FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00.
2. FOR SIGNAL POLE DETAILS SEE 1TS1.07D.
3. FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.07C AND 1TS1.07E.
4. FOR CONSTRUCTION NOTES SEE 1TS1.07B.
5. FOR ILLUMINATION PLANS AND DETAILS SEE XXXXX.
6. FOR ITS PLANS AND DETAILS SEE XXXXX.
7. NEW VEHICLE SIGNAL HEAD 91 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M"
ON EXISTING MAST ARM PER WSDOT STANDARD PLAN J-75.20.
8. NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 69 AND 88 SHALL BE INSTALLED WITH
NEW MOUNTING TYPE "D" ON NEW POLES PER WSDOT STD. PLAN J-75.10.
9. LOOP DETECTORS 911 AND 912 $HALL CALL QUEUE JUMP PHASE 9. PROGRAM THE
CONTROLLER SO THAT BOTH LOOPS MUST BE OCCUPIED AT THE SAME TIME TO CALL
QUEUE JUMP PHASE 9.
SIGNAL HEADS
EXISTING
O 12m O 12m
YY 12 O 12
/ OG 12" O 12"
/ 21, 22, 61, 62, 31, 32, 33, 71
63,11,12
/ NEW RELOCATED
O12
O 12'
69.88
® 12"
/ BUS
SIGNAL
91
O 12O 12"5
O 12 O 12
28, 29, 68, 89
O12 O 12 FLASHING
41, 42 O 12"
51
J.DAMS P. ENG
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Q4R�,o NCT�z�'A JDRAWNDAM King County
J. DAMS
CHECKE
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CHECKED E00588E18
`isYpNAy EEO cxmxmcoxrRACTxo.
METRO PROJECT ENGINEER CXX%RRRRX
PRE-EMPTION SCHEDULE
CHANNEL
PHASES
A
2&5
B
4&7
C
6
D
3&8
PHASE DIAGRAM
1
5
NOT
USED
OLA
9,
�SB
QJ
2
6'
3 �
7
4
B'
PROTECTED VEHICLE MOVEMENT
*-O—) PEDESTRIAN MOVEMENT
QJ = QUEUE JUMP
LEADING PEDESTRIAN INTERVAL (LP)
SIGNS
BUS
SIGNAL
S1
SPECIAL (XX" W x XX" H)
S RENTON
VILLAGE PLACE
s2 D3'031120^wx24"H)
N
0' 10, 20'
SCALE: 1"=20'
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
SIGNAL PLAN
TALBOT RD S & 1-405 SB OFF RAMP
NOVEMBER 2021
1 TS 1.07A
1 372 XXXX
T-421472
R-4214372