HomeMy WebLinkAboutAPPROVED_KC I-Line_CCP_DC2_260409C:
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473
MA R K F . WEGE
N
E
RSTATE O F WASHING
T
O
N
41141REGISTER E D
P
R
O
FESSIONAL E N G INEER
K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
SIGNAL
GENERAL NOTES AND LEGEND
1TS1.00
376
J. DOWDS BENNETT
P. OSUNA
R. JAHNS
GENERAL NOTES
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.
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 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.
5.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 AHJ
SPECIFICATIONS.
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 THESE PLANS 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 APS STYLE PUSH BUTTON ASSEMBLIES SHALL BE INSTALLED FACING THE INTERSECTION AND PARALLEL WITH THE ASSOCIATED CROSSWALK. ORIENTATION OF THE APS
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. SEE CITY OF RENTON STANDARD PLAN 140 FOR DETAILS.
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.
28.UNIFORMED POLICE OFFICER(S) SHALL BE PRESENT DURING SIGNAL CHANGE OVER TO DIRECT TRAFFIC.
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.
31.SEE SPECIAL PROVISION 34 41 00 FOR REQUIREMENTS FOR SIGNAL CONSTRUCTION SEQUENCING AND TEMPORARY TRAFFIC SIGNALS. SEE SPECIAL PROVISION 01 55 26 FOR
REQUIREMENTS FOR TRAFFIC CONTROL PLANS AND DETOURS.
LEGEND
MAST ARM POLE
LUMINAIRE
PEDESTRIAN PUSH BUTTON PEDESTAL
SIGNAL PEDESTAL
VEHICLE SIGNAL HEAD
VEHICLE SIGNAL HEAD WITH BACKPLATE
PEDESTRIAN SIGNAL HEAD
APS PUSH BUTTON
EMERGENCY VEHICLE PRE-EMPTION DETECTOR
MAST ARM SIGN
JUNCTION BOX TYPE 1
JUNCTION BOX TYPE 2
JUNCTION BOX TYPE 8
PULL BOX
ELECTRICAL SERVICE CABINET
CONTROLLER CABINET
UNDERGROUND CONDUIT
RRFB
VIDEO DETECTION CAMERA - FUSION SENSOR TYPE 1
VIDEO DETECTION CAMERA - FUSION SENSOR TYPE 2
VIDEO DETECTION CAMERA
LOOP DETECTOR
PTZ CAMERA
DETECTION ZONE
PROPOSEDEXISTING
V1
SPECIAL SIGN DETAILS
2
4
5.9 8.2
2
4
2.2
15.6
5.9
2.2
2
14
20
1.5" RADIUS, 0.5"; BLACK BORDER ON WHITE BACKGROUND
"BUS", C; BLACK TEXT ON WHITE BACKGROUND
"SIGNAL", C; BLACK TEXT ON WHITE BACKGROUND
5.9 8.9 11.9
2.2 5.3 6.7 9.7 12.
6
15.
8
BUS
SIGNAL
3
16
5.1 13.8
2
5
5.8 12.4
2
5
3.6 16.8
5.1
5.8
3.6
3
36
24
3.0" RADIUS, 1.0"; BLACK BORDER ON WHITE BACKGROUND
"BUS", D; BLACK TEXT ON WHITE BACKGROUND
"ONLY", D; BLACK TEXT ON WHITE BACKGROUND
5.1
5.8 10.3 14.9
3.6 8.3 12.8
16.2
O N L Y
B U S
DIMENSIONS SHOWN ARE IN INCHES.
DIMENSIONS SHOWN ARE IN INCHES.
PB
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5.8 10.3 14.9
3.6 8.3 12.8
16.2
O N L Y
B U S
3.0" RADIUS, 1.0"; BLACK BORDER ON WHITE BACKGROUND
"BUS", D; BLACK TEXT ON WHITE BACKGROUND
"ONLY", D; BLACK TEXT ON WHITE BACKGROUND
DIMENSIONS SHOWN ARE IN INCHES.
V2
DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26
1
MFW
03/31/2026
DEVELOPMENT ENGINEERING
msippo 04/09/2026
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:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473
MA R K F . WEGE
N
E
RSTATE O F WASHING
T
O
N
41141REGISTER E D
P
R
O
FESSIONAL E N G INEER
K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
WIRING SCHEDULE
S GRADY WAY & LAKE AVE S
1TS1.01C
379
J. DOWDS BENNETT
P. OSUNA
R. JAHNS
WIRE SCHEDULE
NO.
CONDUIT SIZE PPB / LOOP PRE-EMPTION VEH HEAD /
PED HEAD
VIDEO
DETECTION SERVICE STREET LIGHT GROUND NOTES
2C 3C 5C 3C #14 AWG #6 AWG #8 AWG #6 AWG #8 AWG
1
4"9 4 14 2 1
3"1 SPARE
2"2 1
2
3"9 4 7 2 1
3"7 1 SEE ITS PLANS FOR ADDITIONAL CABLE
2"2 1
3
EX 3"9 4 7 2 1
EX 3"7 1 SEE ITS PLANS FOR ADDITIONAL CABLE
EX 2"2 1
4 EX 3"2 1 3 1 2 1
5 EX 3"2 2 4 1 1 SEE ITS PLANS FOR ADDITIONAL CABLE
EX 2"2 2 1
6 EX 3"2 4 1 1
7 EX 1"1 1
8 EX 3"5 1 7 2 1
9 EX 3"2 5 2 1
10 EX 3"3 1 2 2 1
11 EX 3"1 1 2 2 1
12 EX 3"2 2 1
#
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8
DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW
1
03/31/2026
DEVELOPMENT ENGINEERING
msippo 04/09/2026
SD SDSDSD
C
15+00 16+00
P
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PB
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473
MA R K F . WEGE
N
E
RSTATE O F WASHING
T
O
N
41141REGISTER E D
P
R
O
FESSIONAL E N G INEER
K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
10'20'
SCALE: 1" = 20'
0'
S GRADY WAY
(GRA-LINE)
SH
A
T
T
U
C
K
AV
E
S
1
2
3
4
5
6
7
8
SIGNAL HEADS
11 / OLA
61
62
63
21
22
23
51 / OLC
68
69
28
29
31 / OLB 81 82
88
42 41 71 / OLD48
89
49
12"
12"Y
R
12"G
G
12"
12"
12"
12"
Y
R
Y
NEW
PHASESCHANNEL
A
B
PRE-EMPTION SCHEDULE
C
D
EVP A
EV
P
C
EVP B
EV
P
D
NOTES:
1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00.
2.FOR SIGNAL POLE DETAILS SEE 1TS1.02D & COR STD. PLAN 140.
3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.02C AND 1TS1.02E.
4.FOR CONSTRUCTION NOTES SEE 1TS1.02B.
5.FOR LIGHTING PLANS AND DETAILS SEE 1L1.01.
6.FOR ITS PLANS AND DETAILS SEE 1I1.00.
7.FOR ELECTRICAL PLANS AND DETAILS SEE 1E1.01.
8.STREET NAME SIGN SIZE / LAYOUT TO FOLLOW COR STANDARDS. SIZES SHOWN ON
THIS PLAN ARE ESTIMATED.
9.NEW VEHICLE SIGNAL HEADS 21, 22, 23, 41, 42, 61, 62, 63, 81 AND 82 SHALL BE INSTALLED
WITH NEW MOUNTING TYPE "L" ON NEW MAST ARMS, NEW VEHICLE SIGNAL HEADS 11,
31, 51, AND 71 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "M" ON NEW MAST
ARMS PER COR STD. PLAN 140.
10.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 28, 29, 48, 49, 68, 69, 88 AND 89 SHALL BE
INSTALLED WITH NEW MOUNTING TYPE "E" ON NEW POLE PER WSDOT STD. PLAN
J-75.10.
11.NEW VEHICLE SIGNAL HEADS 12, 32, 52 AND 72 SHALL BE INSTALLED WITH NEW
MOUNTING TYPE "D" ON NEW TYPE I POLES PER WSDOT STD. PLAN J-75.10.
PROTECTED VEHICLE MOVEMENT
PERMISSIVE VEHICLE MOVEMENT
PEDESTRIAN MOVEMENT
FYA = FLASHING YELLOW ARROW
OLA = OVERLAP A MOVEMENT, WESTBOUND LEFT
OLB = OVERLAP B MOVEMENT, NORTHBOUND LEFT
OLC = OVERLAP C MOVEMENT, EASTBOUND LEFT
OLD = OVERLAP D MOVEMENT, SOUTHBOUND LEFT
RENTON SEGMENT
SIGNAL PLAN
S GRADY WAY & SHATTUCK AVE S
1TS1.02A
382
J. DOWDS BENNETT
P. OSUNA
R. JAHNS
72 / OLD
12 / OLA
32 / OLB
52 / OLC
22A1011123
4
4A
1
1A
4
6
12
3
21, 22, 23, 41
42, 61, 62, 63
81, 82 11/OLA, 12/OLA, 31/OLB, 32/OLB
51/OLC, 52/OLC, 71/OLD, 72/OLD
28, 29, 48, 49
68, 69, 88, 89FLASHING
PHASE DIAGRAM
SIGNS
S3
YIELD
LEFT TURN
ON FLASHINGYELLOW
ONLY
R10-101 (RELOCATED)
S5
R3-8LTR (RELOCATED)
S9
5
10 107
8
TYP.
12
7
10
7 10
5
12
7
9
10
8
7
13
9
S3
S9S5 S1
S4
S6
S7
S10
S8
(114" W x 24" H)S1
S2
11
11
11 5
6 S2
(168" W x 24" H)
Shattuck Ave S
S Grady Way
S4
S6 S7 S8 S10
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0
1
3
2
C2
1
0
0
1
1
2
8
REFER TO SHEET 1TS1.00
FOR SIGN LAYOUT DETAILS
S11
S12
SPECIAL (24" W x 36" H)S11
SPECIAL (24" W x 36" H)S12
FYA
OLA FYA
OLC
OLB
FYA
OLD
FYA
1 & 6, OLA (FYA)
2 & 5, OLC (FYA)
4 & 7, OLD (FYA)
3 & 8, OLB (FYA)
ONLYBUS
13
13
13
13
APS PUSH BUTTON MESSAGES
PHASE AUDIBLE MESSAGE
2 "WAIT", "WAIT TO CROSS SHATTUCK AT GRADY",
"WALK SIGN IS ON TO CROSS SHATTUCK"
4 "WAIT", "WAIT TO CROSS GRADY AT SHATTUCK",
"WALK SIGN IS ON TO CROSS GRADY"
6 "WAIT", "WAIT TO CROSS SHATTUCK AT GRADY",
"WALK SIGN IS ON TO CROSS SHATTUCK"
8 "WAIT", "WAIT TO CROSS GRADY AT SHATTUCK",
"WALK SIGN IS ON TO CROSS GRADY"
(114" W x 24" H)
(168" W x 24" H)
COR MAST ARM MOUNTED SNS
COR MAST ARM MOUNTED SNS
1
V2
V1
V1
V11
1
1
DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW
03/31/2026
DEVELOPMENT ENGINEERING
msippo 04/09/2026
SD
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473
MA R K F . WEGE
N
E
RSTATE O F WASHING
T
O
N
41141REGISTER E D
P
R
O
FESSIONAL E N G INEER
K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
S GRADY WAY
(GRA-LINE)
SH
A
T
T
U
C
K
AV
E
S
20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
DETECTION PLAN
S GRADY WAY & SHATTUCK AVE S
1TS1.02B
383
J. DOWDS BENNETT
P. OSUNA
R. JAHNS
VIDEO DETECTION PLACEMENT
VIDEO ZONE OFFSET FROM STOP BAR
V52, V24, V25, V26 180'
V27, V28, V29 275'
V42, V72 105'
V12, V64, V65, V66 180'
V67, V68, V69 275'
V31 V81
V27
V28
V29
V26
V25
V24
V52
V51
V21
V22
V23
V63
V62
V61
V11
V12
V64
V65
V66
V67
V68
V69
V71V41
V42 V721
CONSTRUCTION NOTES:
CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.02D AND COR STD. PLANS 139 AND 140. TOP OF
FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 25' MAST ARM.
FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO 3-SECTION SIGNAL HEADS, ONE EMERGENCY
PRE-EMPTION DETECTOR, ONE VEHICLE DETECTOR AND MOUNTING BRACKET, AND ONE D3-103 SIGN ON MAST
ARM. REMOVE AND RELOCATE ONE R10-101 AND ONE R3-8LQ FROM EXISTING MAST ARM TO NEW MAST ARM.
FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. REFER TO LIGHTING PLANS FOR LUMINAIRE AND
LUMINAIRE BRACKET ARM.
FURNISH AND INSTALL TYPE 1 SIGNAL POLE PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.02D. FURNISH
AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APS PEDESTRIAN PUSH
BUTTONS WITH SIGNS ON SIGNAL POLE.
CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.02D AND COR STD. PLANS 139 AND 140. TOP OF
FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 50' MAST ARM.
FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, THREE 3-SECTION SIGNAL HEADS, ONE SPECIAL "(ARROW)
BUS ONLY" SIGN, TWO EMERGENCY PRE-EMPTION DETECTORS, ONE VEHICLE DETECTOR AND MOUNTING
BRACKET, AND ONE D3-103 SIGN ON MAST ARM. REMOVE AND RELOCATE ONE R10-101 FROM EXISTING MAST ARM
TO NEW MAST ARM. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM. FURNISH AND
INSTALL TERMINAL CABINET ON SIGNAL POLE.
FURNISH AND INSTALL TYPE 1 SIGNAL POLE PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.02D.
FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APS
PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE.
CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.02D AND COR STD. PLANS 139 AND 140. TOP OF
FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 45' MAST ARM.
FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO 3-SECTION SIGNAL HEADS, ONE EMERGENCY
PRE-EMPTION DETECTOR, ONE VEHICLE DETECTOR AND MOUNTING BRACKET, AND ONE D3-103 SIGN ON MAST
ARM. REMOVE AND RELOCATE ONE R10-101 AND ONE R3-8LQ SIGN FROM EXISTING MAST ARM TO NEW MAST
ARM. FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS, TWO APS
PEDESTRIAN PUSH BUTTONS WITH SIGNS AND TERMINAL CABINET ON SIGNAL POLE. REFER TO LIGHTING
PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM.
CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.02D AND COR STD. PLANS 139 AND 140. TOP OF
FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE II SIGNAL POLE WITH 50' MAST ARM.
FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, THREE 3-SECTION SIGNAL HEADS, ONE VEHICLE
DETECTOR AND MOUNTING BRACKET, ONE SPECIAL "(ARROW) BUS ONLY" SIGN AND ONE D3-103 SIGN ON MAST
ARM. REMOVE AND RELOCATE ONE R10-101 FROM EXISTING MAST ARM TO NEW MAST ARM. FURNISH AND
INSTALL TERMINAL CABINET ON SIGNAL POLE. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE
BRACKET ARM.
FURNISH AND INSTALL TYPE 1 SIGNAL POLE PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.02D.
FURNISH AND INSTALL ONE 4-SECTION SIGNAL HEAD, TWO PEDESTRIAN SIGNAL HEADS AND TWO APS
PEDESTRIAN PUSH BUTTONS WITH SIGNS ON SIGNAL POLE.
1A
2
2A
3
4
4A
10
10 10
FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30.
PRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATION, CONSTRUCT JOINT CONTROLLER/SERVICE
CABINET FOUNDATION PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL RELOCATED
ELECTRIC SERVICE CABINET AND ALL EQUIPMENT. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD
PRIOR TO POURING THE FOUNDATION. INSTALL NEW SIGNAL CABINET AND CONTROLLER EQUIPMENT AND
CONNECT FIELD WIRING. INSTALL "NO TRAFFIC" DETECTOR EQUIPMENT IN THE SIGNAL CABINET, INCLUDING AN
EXTERNAL ENCLOSURE MOUNTED ON THE BACK OF THE SIGNAL CABINET, AND TERMINATE WIRES PER THE
SPECIAL PROVISIONS AND MANUFACTURER'S RECOMMENDATIONS.
REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID.
REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT. REMOVE WIRING. REMOVE AND RELOCATE EXISTING SIGNS
TO NEW POLES. RETURN ALL SIGNAL EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS
OTHERWISE NOTED.
ABANDON ALL EXISTING VEHICLE DETECTION LOOPS AT THIS INTERSECTION PER WSDOT SPECIFICATIONS
AND REMOVE ALL ASSOCIATED WIRING UNLESS OTHERWISE NOTED.
5
6
7
REMOVE EXISTING CABINET FOUNDATION. REMOVE EXISTING CONTROLLER
CABINET AND ALL ASSOCIATED EQUIPMENT.
REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED
WIRING. BACKFILL VOID.
INSTALL CONDUIT UNDER ROADWAY USING APPROVED DIRECTIONAL BORING
METHOD.
FURNISH AND INSTALL A NEW PULL BOX PER WSDOT STD. PLAN J-90.10-03.
9
10
8
11
SEE SHEET 1TS1.01B
12
T-4214383
TR
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4 4A
3
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1A
1
INSTALL THE "NO TRAFFIC" VIDEO DETECTION SYSTEM PER MANUFACTURER'S
RECOMMENDATIONS.
13
1
1
V1
V1
V1
V2
DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW
03/31/2026
DEVELOPMENT ENGINEERING
msippo 04/09/2026
C:
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473
MA R K F . WEGE
N
E
RSTATE O F WASHING
T
O
N
41141REGISTER E D
P
R
O
FESSIONAL E N G INEER
K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
WIRING SCHEDULE
S GRADY WAY & SHATTUCK AVE S
1TS1.02C
384
J. DOWDS BENNETT
P. OSUNA
R. JAHNS
WIRE SCHEDULE
NO.
CONDUIT SIZE PPB PRE-EMPTION VEH HEAD /
PED HEAD
VIDEO
DETECTION CAT5E SERVICE STREET LIGHT GROUND NOTES
2C 3C 5C 3C #14 AWG #6 AWG #8 AWG #6 AWG #8 AWG
1 2"2 1
2 2"2 1
3"1 SPARE
3
4"28 1
3"8 4 4 1
3"1 SPARE
4 3"1 3 1 1
2"2 1
5 3"2 4 1
6 3"2 7 1 1
3"1 SPARE
7 3"3 1 1
2"1 SPARE
8 3"2 4 1
9
4"4 3 14 2 1
2"2 1
3"1 SPARE
10 3"2 3 1 1
2"2 1
11 3"2 4 1
12
3"2 1 7 1 1
2"2 1
3"1 SPARE
13 3"2 1 7 1 1
2"2 1
#
T-4214384
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1
2
8
DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW
1
03/31/2026
DEVELOPMENT ENGINEERING
msippo 04/09/2026
SD
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:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473
MA R K F . WEGE
N
E
RSTATE O F WASHING
T
O
N
41141REGISTER E D
P
R
O
FESSIONAL E N G INEER
K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
FIELD TERMINATION DIAGRAM
S GRADY WAY & SHATTUCK AVE S
1TS1.02E
386
J. DOWDS BENNETT
P. OSUNA
R. JAHNS
PH
A
S
E
IT
E
M
NO
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E
AC+
AC-
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(
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11
,
1
2
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(
S
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21
,
2
2
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2
3
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1
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2
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3
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41
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4
611
612
613
616
614
621
622
623
624
626
631
632
633
636
634
641
642
643
644
646
721
722
723
724
725 PP
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28
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28
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PP
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,
4
9
741
742
743
744
745
Φ
2
Φ
4
TRAFFIC CONTROLLER
TERMINATIONS
SPR
SPR
SPR
SPR
SERVICE CABINETCONTROLLER CABINET
R
O
G
R
Y
G
684
683
682
681
81
SIGNAL
POLE 1
W
B686
R
O
G
R
Y
G
82
W
B
SIGNAL
POLE 1A
78
1
78
2
78
3
HM
78
4
78
5
SIGNAL
POLE 4A
R O G
R Y G
66
4
66
3
66
2
66
1
61
SIGNAL
POLE 4
W B
66
6
R O G
R Y G
62
W B
R O G
R Y G
63
W B
O
Y
B5C3
5C2
5C1
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TERMINATE TOGETHER
SIGNAL HEADS 61, 62 & 63
ON TERMINAL BLOCK IN
TERMINAL CABINET.
TERMINATE TOGETHER
SIGNAL HEADS 81 & 82
ON TERMINAL BLOCK IN
TERMINAL CABINET.
TERMINATE TOGETHER
SIGNAL HEADS 21, 22 & 23
ON TERMINAL BLOCK IN
TERMINAL CABINET.
TERMINATE TOGETHER
SIGNAL HEADS 41 & 42
ON TERMINAL BLOCK IN
TERMINAL CABINET.T-4214386
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3
VIDEO
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4
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5
VIDEO
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6
VIDEO
DETECTION Φ
7
VIDEO
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V1
V1
V1
1
1
1
1
V2
V1
DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW
V1
V1
V2
03/31/2026
DEVELOPMENT ENGINEERING
msippo 04/09/2026
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473
MA R K F . WEGE
N
E
RSTATE O F WASHING
T
O
N
41141REGISTER E D
P
R
O
FESSIONAL E N G INEER
K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
10'20'
SCALE: 1" = 20'
0'
TALBOT RD S
(TAL-B-LINE)
S
G
R
A
D
Y
W
A
Y
(G
R
A
-
L
I
N
E
)
RENTON SEGMENT
SIGNAL PLAN
S GRADY WAY & TALBOT RD S
1TS1.03A
387
J. DOWDS BENNETT
P. OSUNA
R. JAHNS
SIGNAL HEADS
PHASES
1 & 6
CHANNEL
A
B
PRE-EMPTION SCHEDULE
C 4 & 7
2 & 5
D 3 & 8
PROTECTED VEHICLE MOVEMENT
PEDESTRIAN MOVEMENT
= PHASES 1 AND 5 MAY NOT RUN SIMULTANEOUSLY DUE TO
GEOMETRIC CONSTRAINTS
OLA = OVERLAP A, QUEUE JUMP
OLB = OVERLAP B, BLANK-OUT SIGN INDICATION (PHASE 9)
OLC-PED = OVERLAP C MINUS PED, PED PHASE 8 IS SERVED FIRST
IF CALLED, THEN OLC RIGHT TURN IS SERVED NEXT
PHASE DIAGRAM
APS PUSH BUTTON MESSAGES
PHASE AUDIBLE MESSAGE
2 "WAIT", "WAIT TO CROSS TALBOT AT GRADY",
"WALK SIGN IS ON TO CROSS TALBOT"
4 "WAIT", "WAIT TO CROSS GRADY AT TALBOT",
"WALK SIGN IS ON TO CROSS GRADY"
6 "WAIT", "WAIT TO CROSS TALBOT AT GRADY",
"WALK SIGN IS ON TO CROSS TALBOT"
8 "WAIT", "WAIT TO CROSS GRADY AT TALBOT",
"WALK SIGN IS ON TO CROSS GRADY"
12"
12"Y
R
12"G
12"
12"Y
R
12"G
12"
12"Y
R
12"G
12"
12"Y
R
12"G
EXISTING
NEW
41, 42, 81, 82 31, 71, 72
29, 48, 69, 88
21, 22, 61, 62 11, 51, 52
28, 49, 68, 89
91
31
81
82
71
72
41
42
91
88
69
51522122
28
89
11 61 62
49
68
9
10
2A
2
8
EV
P
A
EV
P
B
EVP C
EVP D
3A
13
3
20
14
4A
4B
16
18
17
24
6
1
22
7
7
9
1A
4
1
S10
S1
SIGNS
29
48
10
10
10
NOTES:
1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00.
2.FOR SIGNAL POLE DETAILS SEE 1TS1.03D & COR STD. PLAN 140.
3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.03C AND 1TS1.03E.
4.FOR CONSTRUCTION NOTES SEE 1TS1.03B.
5.FOR LIGHTING PLANS AND DETAILS SEE 1L1.01.
6.FOR ITS PLANS AND DETAILS SEE 1I1.00.
7.FOR ELECTRICAL PLANS AND DETAILS SEE 1E1.01.
8.STREET NAME SIGN SIZE / LAYOUT TO FOLLOW COR STANDARDS. SIZES SHOWN ON THIS
PLAN ARE ESTIMATED.
9.NEW VEHICLE SIGNAL HEADS 11, 21, 22, 51, 52, 61, 62, 83 AND 91 SHALL BE INSTALLED
WITH NEW MOUNTING TYPE "L" ON NEW MAST ARMS PER COR STD. PLAN 140.
10.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 28 AND 89 SHALL BE INSTALLED WITH
NEW MOUNTING TYPE "D" ON NEW PS POLES PER WSDOT STD. PLAN J-75.10-02.
11.NEW COUNTDOWN PEDESTRIAN SIGNAL HEADS 49 AND 68 SHALL BE INSTALLED WITH
NEW MOUNTING TYPE "E" ON NEW SIGNAL POLE PER WSDOT STD. PLAN J-75.10-02.
12.EXISTING COUNTDOWN PEDESTRIAN SIGNAL HEADS 69 AND 88 SHALL BE RELOCATED
WITH NEW MOUNTING TYPE "C" ON A NEW PS POLE PER WSDOT STD. PLAN J-75.10-02.
13.LOOP DETECTORS V91 AND V92 SHALL CALL QUEUE JUMP PHASE 9 & PHASE 10.
PROGRAM THE CONTROLLER SO THAT BOTH LOOPS MUST BE OCCUPIED AT THE SAME
TIME TO CALL QUEUE JUMP PHASE 9 & PHASE 10. RENTON TO COORDINATE WITH METRO
FOR FINAL PROGRAMMING.
S2
S3
R3-1 (36" W x 36" H)
BLANK-OUT
S3
12"
12"
12"
BUS
SIGNAL
28
11
16
16
SPECIAL (20" W x 14" H)
REFER TO SHEET 1TS1.00
FOR SIGN LAYOUT DETAILS
S2
EXCEPT
BUSES
5
10
19
21
2424
1
9 101010
2B
WAY S GRADY
(RELOCATED)S4
S4
S5
S6
S7
S8
ONLY
S6
SPECIAL (24" W x 36" H)
REFER TO SHEET 1TS1.00
FOR SIGN LAYOUT DETAILS
S5
R3-6(R) (RELOCATED)
ONLY
S7
R3-5A (RELOCATED)
ONLY
S8
R3-5 (RELOCATED)
4
8
6
1B
5
12
15
S9
S9
22 26
15 13
10
5
20
5
20
27
16
7
16
21 7
11
83/OLC
S1 (108" W x 24" H)
Talbot Rd S
S10
10
3
2
21
4C
19
20
4D
S11 W11-2 (30" x 30")
FLUORESCENT YELLOW GREEN
W16-7PL (12" x 24")
FLUORESCENT YELLOW GREEN
S14
W16-7PR (12" x 24")
FLUORESCENT YELLOW GREEN
S12
S13 W11-2 (30" x 30")
FLUORESCENT YELLOW GREEN
CROSS TRAFFICMAY NOT STOPUSE CAUTIONWHEN CROSSING
W11-501 (12" x 12")
FLUORESCENT YELLOW GREEN
S15
W11-501 (12" x 12")
FLUORESCENT YELLOW GREEN
S17
PPB SIGN (8" x 12")
WHITE
PUSHBUTTON TO
TURN ONWARNING
LIGHTS
S16
PPB SIGN (8" x 12")
WHITE
S18
S15 S16
S11 S12
S17
S13
S18
S14
23
23
23
R3-5R (30" W x 36" H)
S19
S19
6
T-4214387
TR
O
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4
1
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
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2
1
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0
0
0
1
3
2
C2
1
0
0
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1
2
8
12"
12"Y
R
12"G
83/OLC
R3-5R / R3-7aP
(30" W x 36" H)
(MODIFIED)
1
2 5
6
OLA
9
3 7
4 8
OLB
S20
ONLY
S20
BUS
ONLYBUS
SIGNAL
25
25
25
25
*
OLC-PED
8
*
*
25
(108" W x 24" H)
COR MAST ARM MOUNTED SNS
(RELOCATED)
COR MAST ARM MOUNTED SNS
V1
V1
V2
V1
1
1
1
1
DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW
03/31/2026
DEVELOPMENT ENGINEERING
msippo 04/09/2026
SDSD
S
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473
MA R K F . WEGE
N
E
RSTATE O F WASHING
T
O
N
41141REGISTER E D
P
R
O
FESSIONAL E N G INEER
K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
TALBOT RD S
(TAL-B-LINE)
S
G
R
A
D
Y
WA
Y
20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
DETECTION PLAN
S GRADY WAY & TALBOT RD S
1TS1.03B
388
J. DOWDS BENNETT
P. OSUNA
R. JAHNS
ADVANCED VIDEO DETECTION PLACEMENT
VIDEO ZONE OFFSET FROM STOP BAR
V92 35'
V73, V74, V43, V44, V93 180'
V75, V76, V45, V46, V94 275'
V52, V24, V25, V26 180'
V53, V27, V28, V29 275'
V32, V83, V84 105'
V12, V64, V65, V66 180'
V67, V68, V69 275'
V84
V83
V32 V31
V81
V82
V26 V25 V24 V52
V53V27V28V29
V23 V22 V21 V51
V91
V42
V41
V72
V71 V73
V74
V43
V44
V93
V75
V76
V45
V46
V94
V67 V68 V69
V12 V64 V65 V66
V11 V61 V62
1
CONSTRUCTION NOTES:
CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.03D AND COR STD.
PLANS 139 AND 140. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH
AND INSTALL TYPE III SIGNAL POLE WITH 3' ROUND FOUNDATION WITH 45' MAST
ARM. FURNISH AND INSTALL FOUR 3-SECTION SIGNAL HEADS, TWO EMERGENCY
PRE-EMPTION DETECTORS, ONE VEHICLE DETECTOR AND MOUNTING BRACKET,
AND ONE D3-103 SIGN ON MAST ARM. FURNISH AND INSTALL TERMINAL CABINET ON
SIGNAL POLE. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE
BRACKET ARM.
FURNISH AND INSTALL TYPE PS SIGNAL POLE PER WSDOT STANDARD PLAN J-20.16
AND DETAIL 1TS1.03D. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND
ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE.
FURNISH AND INSTALL TYPE PS SIGNAL POLE PER WSDOT STANDARD PLAN J-20.16
AND DETAIL 1TS1.03D. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND
ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE.
PROTECT EXISTING TYPE II SIGNAL POLE, FOUNDATION AND ASSOCIATED
EQUIPMENT IN PLACE UNLESS OTHERWISE SPECIFIED. RELOCATE EXISTING HEADS
41, 42 AND 72 AND ASSOCIATED LANE USE SIGNS ON MAST ARM TO OFFSETS
SHOWN ON 1TS1.03D. FURNISH AND INSTALL ONE 3-SECTION SIGNAL HEAD WITH
SPECIAL "BUS ONLY" SIGN AND ONE R3-1 BLANK-OUT SIGN, ONE SPECIAL"(ARROW)
BUS ONLY" SIGN, AND ONE VEHICLE DETECTOR AND MOUNTING BRACKET TO
EXISTING MAST ARM. MOUNT HEADS AND BLANKOUT SIGN USING "ASTRO-BRAC"
OR SIMILAR CABLE MOUNTED BRACKET AND CLAMP. FIELD-DRILL A HOLE IN THE
MAST ARM FROM CABLE ROUTING AND COAT EXPOSED STEEL WITH ZINC-RICH
PAINT.
CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.03D AND COR STD. PLANS
139 AND 140. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND
INSTALL TYPE III SIGNAL POLE WITH 50' MAST ARM. FURNISH AND INSTALL THREE
3-SECTION SIGNAL HEADS, ONE VEHICLE DETECTOR AND MOUNTING BRACKET, AND
ONE D3-103 SIGN ON THE MAST ARM. FURNISH AND INSTALL TWO PEDESTRIAN
SIGNAL HEADS, ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN AND TERMINAL
CABINET ON SIGNAL POLE. REFER TO LIGHTING PLANS FOR LUMINAIRE AND
LUMINAIRE BRACKET ARM.
FURNISH AND INSTALL TYPE PPB SIGNAL POST PER WSDOT STANDARD PLAN J-20.10
AND DETAIL 1TS1.03D. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON
WITH SIGN ON SIGNAL POLE.
ABANDON EX. VEHICLE DETECTION LOOPS ON THE EAST LEG OF THE INTERSECTION
PER WSDOT SPECIFICATIONS AND REMOVE ALL ASSOCIATED WIRING UNLESS
OTHERWISE NOTED.
REMOVE EXISTING CABINET FOUNDATION. REMOVE EXISTING CONTROLLER CABINET
AND ALL ASSOCIATED EQUIPMENT. REMOVE WIRING.
1A
1B
2A
3
3A
8
9
810
V92
(G
R
A
-
L
I
N
E
)
12
PROGRAM DETECTION SOFTWARE SO THAT DETECTION ZONES V91 AND V92 MUST BOTH RECEIVE A CALL
SIMULTANEOUSLY TO ACTIVATE QUEUE JUMP PHASE 9 AND 10.
12
RED LIGHT CAMERA EQUIPMENT AND POLES TO BE INSTALLED BY OTHERS.13
29
20
10
2B FURNISH AND INSTALL TYPE PPB SIGNAL POST PER WSDOT STANDARD PLAN
J-20.11 AND DETAIL 1TS1.03D. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH
BUTTON WITH SIGN ON SIGNAL POLE.
INSTALL CONDUIT UNDER ROADWAY USING APPROVED DIRECTIONAL BORING METHOD. RED LIGHT CAMERA
AND SIGNAL CONDUIT MAY BE CONTAINED IN SAME BORING.
16
14 CONSTRUCT FOUNDATION PER THE "REINFORCED CONCRETE DRILLED SHAFT FOUNDATION" DETAIL IN THE
SPECIAL PROVISIONS APPENDIX AND AT THE LOCATION SHOWN IN THE SIGNAL STANDARD DETAIL CHART ON
1TS1.03D. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. POLE TO BE INSTALLED BY OTHERS.
14
15
18
13
CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.03D AND COR STD. PLANS 139 AND 140. TOP OF
FOUNDATION SHALL BE FLUSH WITH GRADE. RESET EQUIPMENT AND INSTALL TYPE III SIGNAL POLE WITH
3' ROUND FOUNDATION. REMOVE EXISTING VEHICLE DETECTOR CAMERA AND MOUNTING EQUIPMENT
FROM MAST ARM. RELOCATE EXISTING MAST ARM AND ASSOCIATED EQUIPMENT IN PLACE. RELOCATE
EXISTING HEADS 81, 82 & 31 ON MAST ARM TO OFFSETS SHOWN ON 1TS1.03D AND EXISTING PEDESTRIAN
HEADS 69 & 88 TO SIGNAL POLE 4A. FURNISH AND INSTALL ONE 3-SECTION SIGNAL HEAD TO EXISTING
MAST ARM (83/OLC), AND ONE VEHICLE DETECTOR AND MOUNTING BRACKET ON MAST ARM. MOUNT
HEADS USING "ASTRO-BRAC" OR SIMILAR CABLE MOUNTED BRACKET AND CLAMP. FIELD DRILL A HOLE IN
THE MAST ARM FROM CABLE ROUTING AND COAT EXPOSED STEEL WITH ZINC-RICH PAINT. FURNISH AND
INSTALL ONE PTZ CAMERA AND MOUNTING BRACKET ON SIGNAL POLE.
FURNISH AND INSTALL TYPE PS SIGNAL POLE PER WSDOT STANDARD PLAN J-20.16 AND DETAIL 1TS1.03D.
FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE. RELOCATE PED
HEADS 69 & 88 FROM EXISTING SIGNAL POLE 4 TO NEW TYPE PS SIGNAL WITH TYPE C TOP MOUNT.
FURNISH AND INSTALL TYPE PPB SIGNAL POST PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.03D.
FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE.
4
4A
4B
RELOCATE EXISTING TYPE PS SIGNAL POLE AND ASSOCIATED EQUIPMENT PER
WSDOT STANDARD PLAN J-20.16 AND DETAIL 1TS1.03D. REMOVE EXISTING
PEDESTRIAN PUSH BUTTONS AND FURNISH AND INSTALL ONE NEW APS PEDESTRIAN
PUSH BUTTON WITH SIGN ON SIGNAL POLE. REMOVE ASSOCIATED WIRING AND
CONDUIT. REMOVE EXISTING FOUNDATION AND BACKFILL VOID.
2
FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT
STD. PLAN J-40.30.
PRIOR TO THE REMOVAL OF EXISTING CABINET FOUNDATIONS,
CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION
PER CITY OF RENTON STANDARD PLANS 126.1 AND 126.2. INSTALL
RELOCATED ELECTRIC SERVICE CABINET AND ALL EQUIPMENT.
INSTALL NEW SIGNAL CABINET AND CONTROLLER EQUIPMENT AND
CONNECT FIELD WIRING. VERIFY FINAL LOCATION WITH THE
ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION.
INSTALL "NO TRAFFIC" DETECTOR EQUIPMENT IN THE SIGNAL
CABINET, INCLUDING AN EXTERNAL ENCLOSURE MOUNTED ON
THE BACK OF THE SIGNAL CABINET, AND TERMINATE WIRES PER
THE SPECIAL PROVISIONS AND MANUFACTURER'S
RECOMMENDATIONS.
6
5
10 17
1817
REMOVE EXISTING SIGNAL POLE AND EQUIPMENT. REMOVE FOUNDATION IN ITS ENTIRETY AND
BACKFILL VOID. REMOVE AND SALVAGE ALL SIGNAL EQUIPMENT. REMOVE WIRING. REMOVE AND
RELOCATE EXISTING SIGNS AND PEDESTRIAN SIGNAL HEADS TO NEW POLES. RETURN ALL SIGNAL
EQUIPMENT IN ITS EXISTING CONDITION TO THE CITY OF RENTON UNLESS OTHERWISE NOTED.
7
4C CONSTRUCT FOUNDATION PER COR STD. PLAN 141. FURNISH AND INSTALL 14' 0" POLE. FURNISH AND
INSTALL THREE WARNING SIGNS (ONE W11-2 SIGN, ONE W16-7PR SIGN AND ONE W11-501 SIGN), ONE
APS PEDESTRIAN PUSH BUTTON WITH SIGN AND ONE RRFB LIGHT BAR ON SIGNAL POLE.
4D CONSTRUCT FOUNDATION PER COR STD. PLAN 141. FURNISH AND
INSTALL 14' 0" POLE. FURNISH AND INSTALL THREE WARNING
SIGNS (ONE W11-2 SIGN, ONE W16-7PL SIGN AND ONE W11-501
SIGN), ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN AND ONE
RRFB LIGHT BAR ON SIGNAL POLE.
REMOVE EXISTING JUNCTION BOXES, CONDUIT ELBOWS AND ALL ASSOCIATED WIRING. BACKFILL VOID.
INSTALL CONDUIT UNDER ROADWAY USING APPROVED DIRECTIONAL BORING METHOD.
10
11
REMOVE EXISTING POLE AND EQUIPMENT. RETURN EXISTING
EQUIPMENT TO VERRA.
17
REMOVE EXISTING POLE FOUNDATION.18
REMOVE EXISTING JUNCTION BOX.19
FURNISH AND INSTALL A NEW TYPE 1 JUNCTION BOX PER WSDOT
STD. PLAN J-40.10.
20
FURNISH AND INSTALL A NEW PULL BOX PER WSDOT STD. PLAN
J-90.10-03.
21
REMOVE FOUNDATION IN ITS ENTIRETY AND BACKFILL VOID. REMOVE
WIRING. RELOCATE SIGNAL MAST ARM AND ASSOCIATED EQUIPMENT
TO SIGNAL POLE 4.
22
EXTEND NEW CONDUIT FROM NEW TYPE 2 JUNCTION BOX TO INTERCEPT
EXISTING CONDUIT. CONTRACTOR TO FIELD LOCATE EXISTING CONDUIT.
23
FURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT
STD. PLAN J-40.10.
24
23
CONSTRUCT FOUNDATION PER THE "REINFORCED CONCRETE DRILLED SHAFT FOUNDATION" DETAIL IN THE
SPECIAL PROVISIONS APPENDIX AND AT THE LOCATION SHOWN IN THE SIGNAL STANDARD DETAIL CHART ON
1TS1.03D. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. POLE TO BE INSTALLED BY OTHERS.
T-4214388
TR
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4
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4C
1
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1B
V63
25
4D
INSTALL THE "NO TRAFFIC" VIDEO DETECTION SYSTEM PER MANUFACTURER'S
RECOMMENDATIONS.1
1
V1
DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW
V1
V2
V1
03/31/2026
DEVELOPMENT ENGINEERING
msippo 04/09/2026
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:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473
MA R K F . WEGE
N
E
RSTATE O F WASHING
T
O
N
41141REGISTER E D
P
R
O
FESSIONAL E N G INEER
K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
WIRING SCHEDULE
S GRADY WAY & TALBOT RD S
1TS1.03C
389
J. DOWDS BENNETT
P. OSUNA
R. JAHNS
WIRE SCHEDULE
NO.
CONDUIT SIZE PPB / LOOP PRE-EMPTION
VEH HEAD /
PED HEAD /
BLANKOUT
SIGN
VIDEO
DETECTION CAT5E SERVICE STREET LIGHT PED LIGHT STREET LIGHT GROUND NOTES
2C 3C 5C 3C #14 AWG #6 AWG #6 AWG #6 AWG #8 AWG #6 AWG #8 AWG
1 2"2 1
2 2"2 4 2 2 1
3"1 SPARE
3
4"8 4 19 4 1 1
2"1 SEE ITS PLANS FOR INSTALLATION OF COPPER INTERCONNECT
3"1 SPARE
4 3"2 2 1 1
2"2 1
5 2"1 1 1
6 2"1 1 1
7
3"4 9 2 1 1
2"2 2 1
3"1 SPARE
8
3"2 2 6 1 1
2"4 2 1
2"1 SEE ITS PLANS FOR INSTALLATION OF COPPER INTERCONNECT
3"1 SPARE
9 EX 3"2 4 1 1
EX 2"1 SPARE
10 1"1 1
11 2"1 2 1
12 1"1 1
13 3"1 4 1 1
2"2 1
14
3"2 4 1 1
2"2 1
3"1 SPARE
15
3"2 5 1 1 1
2"2 2 1
3"1 SPARE
16 3"3 1 1 1
2"2 1
17 2"1 2 1
18 1"1 1
19 2"2 1
20 2"2 1
21 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS
22 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS
23 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS
24 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS
25 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS
26 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS
27 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS
28 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS
29 2" RED LIGHT CAMERA SYSTEM WIRING TO BE INSTALLED BY OTHERS
#
T-4214389
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DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW
1
03/31/2026
DEVELOPMENT ENGINEERING
msippo 04/09/2026
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d
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O
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L
D
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g
;
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R
D
W
Y
_
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T
O
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d
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X
-
S
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L
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T
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d
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X
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U
T
_
R
E
N
T
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.
d
w
g
IM
A
G
E
S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473
MA R K F . WEGE
N
E
RSTATE O F WASHING
T
O
N
41141REGISTER E D
P
R
O
FESSIONAL E N G INEER
K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
FIELD TERMINATION DIAGRAM
S GRADY WAY & TALBOT RD S
1TS1.03E
391
J. DOWDS BENNETT
P. OSUNA
R. JAHNS
R O G W B
67
6
67
4
67
3
67
2
67
1
71
EXISTING
SIGNAL
POLE 2
R O G
R Y G
41
W B
O Y B
5C
3
5C
2
5C
1 C
OYB
5D
3
5D
2
5D
1D
R Y G
64
4
64
3
64
2
64
1
64
6
R O G W B
R O G
R Y G
42
W B
64
4
64
3
64
2
64
1
64
6
R O G W B
69
5
69
4
69
3
69
2
69
1
67
6
67
4
67
3
67
2
67
1
72
H M
72
1
72
2
72
3
SP
R
PE
D
H
E
A
D
2
9
72
4
72
5
O B
AP
S
P
P
B
2
9
741
742
743
H
M
SPR
PED HEAD 48
RELOCATED
SIGNAL
POLE 2A
91
R
O
G
R
Y
G
R
O
G
W
B616
R
Y
614
613
612
611
664
663
662
661
11 61
SIGNAL
POLE 3
W
B666
R
O
G
R
Y
G
W
B
G
H
M
741
742
743
SPR
PED HEAD 49
744
745
APS PPB 49
76
1
76
2
76
3
HM
76
4
76
5
SP
R
PE
D
H
E
A
D
6
8
AP
S
P
P
B
6
8
SIGNAL
POLE 3A
664
663
662
661
62
666
ROG
RYG
ROGWB
63
6
RY
63
4
63
3
63
2
63
1
68
4
68
3
68
2
68
1
31
81
RELOCATED
SIGNAL
POLE 4
WB
68
6
ROG
RYG
WB
G
68
4
68
3
68
2
68
1
82
68
6
784
785
O
B
HM
76
1
76
2
76
3
PE
D
H
E
A
D
6
9
H
M
781
782
783
PED HEAD 88
76
4
76
5
OB
AP
S
P
P
B
6
9
APS PPB 88
SIGNAL
POLE 4A
SIGNAL
POLE 4B
NEW TYPE 8 JB
NE
W
P
U
L
L
B
O
X
NE
W
T
Y
P
E
8
J
B
NEW PULL BOX
SERVICE CABINET
R
O
G
W
B656
654
653
652
651
51
R
O
G
W
B656
654
653
652
651
52
O
Y
B5B3
5B2
5B1
B
O
Y
B5A3
5A2
5A1
A
R
O
G
R
Y
G
624
623
622
621
W
B626
21
R
O
G
R
Y
G
624
623
622
621
W
B626
22
781
782
783
H
M
784
785
PED HEAD 89
APS PPB 8972
1
72
2
72
3
H M
72
4
72
5
SP
R
PE
D
H
E
A
D
2
8
AP
S
P
P
B
2
8
SIGNAL POLE 1
SIGNAL
POLE 1A
2 - 3C, 4 - 5C,
1 - VIDEO DETECTION
1
-
2
C
1 - 2C, 4 - 5C, 1 - VIDEO DETECTION
2 - #8 (ILLUM)
1 - 2C
2
-
2
C
,
4
-
5
C
,
1
-
V
I
D
E
O
D
E
T
E
C
T
I
O
N
2
-
#
8
(
I
L
L
U
M
)
2 - #8 (ILLUM)
3 - 5C, 1 - CAT5E,
1 - VIDEO
DETECTION
2 - #6, 2 - #8 (ILLUM)
2 - 2C, 5 - 5C, 1 - CAT5E,
1 - VIDEO DETECTION
2 - #6, 2 - #8 (ILLUM)
4 - 2C, 9 - 5C, 1 - CAT5E, 2 - VIDEO DETECTION
2
-
#
8
(
I
L
L
U
M
)
2
-
3
C
,
2
-
5
C
,
1
-
V
I
D
E
O
D
E
T
E
C
T
I
O
N
2
-
2
C
,
2
-
3
C
,
6
-
5
C
,
1
-
V
I
D
E
O
D
E
T
E
C
T
I
O
N
2
-
#
6
8 - #6, 2 - #8 (ILLUM)
PH
A
S
E
IT
E
M
NO
T
E
AC+
AC-
EV
P
E
A
Φ1
&
Φ
6
5A1
5A2
5A3
EV
P
E
B
Φ2
&
Φ
5
5B1
5B2
5B3
HE
A
D
(
S
)
11Φ
1
Φ
2
Φ
3
Φ
4
611
612
613
614
616
621
622
623
624
626
631
632
633
634
636
641
642
643
644
646
721
722
723
724
725 PP
B
28
,
2
9
Φ
2
TRAFFIC CONTROLLER
TERMINATIONS
SPR
SPR
EV
P
E
C
Φ4
&
Φ
7
5C1
5C2
5C3
EV
P
E
D
Φ3
&
Φ
8
5D1
5D2
5D3
HE
A
D
(
S
)
51
,
5
2
Φ
5
651
652
653
654
656
HE
A
D
(
S
)
61
,
6
2
Φ
6
661
662
663
664
666
Φ
7
671
672
673
674
676
Φ
8
681
682
683
684
686
HE
A
D
(
S
)
91Φ
9
691
692
693
694
696
Φ
4SPR
SPR
741
742
743
744
745 PP
B
48
,
4
9
Φ
6SPR
SPR
761
762
763
764
765 PP
B
68
,
6
9
Φ
8SPR
SPR
781
782
783
784
785 PP
B
88
,
8
9
S3
NOTE:
1.RED LIGHT CAMERA WIRING TO BE INSTALLED BY OTHERS.
O
Y
B 3C(SH)
O
Y
B 3C(SH)
O
Y
B 3C(SH)
O
Y
B 3C(SH)
R
O
G
W
B 5C
R
O
G
W
B 5C
HE
A
D
(
S
)
31
HE
A
D
(
S
)
41
,
4
2
R
O
G
W
B 5C
R
O
G
W
B 5C
HE
A
D
(
S
)
71
,
7
2
HE
A
D
(
S
)
81
,
8
2
R
O
G
W
B 5C
HE
A
D
(
S
)
28
,2
9
HE
A
D
(
S
)
48
,4
9
HE
A
D
(
S
)
68
,6
9
HE
A
D
(
S
)
88
,8
9
744
745
APS PPB 48
SIGNAL
POLE 2B
NE
W
T
Y
P
E
8
J
B
1
-
2
C
1
1A
2
2B
2A 3
3A
4
4B
HE
A
D
(
S
)
21
,
2
2
R
O
G
W
B 5C
R
O
G
W
B 5C
R
O
G
W
B 5C
R
O
G
W
B 5C
R3
-
1
BL
A
N
K
-
O
U
T
Φ
8
Φ
7
Φ
6
Φ
5
Φ
4
Φ
3
Φ
2
VIDEO
DETECTION Φ
1
SPR
SP
R
SPR
SP
R
SP
R
SP
R
SPR
SPR
SPR
SPR
SP
R
Φ
9
1 - 2C, 2 - 5CR
G
W
5C
5C
O
B2C
B
2C
O
R
G
W
5C
5C
O
B2C
B
2C
O
R
G
W
5C
5C
O
B2C
B
2C
O
R
G
W
5C
5C
O
B2C
B
2C
O
B ORGW O B
B
O
R
G
W
O
B
B ORGW
B
O
R
G
W
O
B
B
O
R
G
W
O
B
BO RGW
OB
BO RGW
B
O
R
G
W
R Y G
R
Y
G
R
Y
G
CONTROLLER
CABINET
8 - 2C, 4 - 3C, 19 - 5C, 1 - CAT5E,
4 - VIDEO DETECTION
SIGNAL
POLE 1B
1 - 2C, 1 - 5C
1 - 2C, 1 - 5C
1B
4A
ROGWB
68
4
68
3
68
2
68
1
83
/
O
L
C
68
6
,8
3
/
O
L
C
4C
4D SIGNAL
POLE 4C
RRFB
78
4
78
5
O B 2 - #6
AP
S
P
P
B
8
7
784
785
O
B
APS PPB 86
SIGNAL POLE 4D
RRFB
2 - #6
TERMINATE TOGETHER
SIGNAL HEADS 41 & 42
AND 71 & 72 ON
TERMINAL BLOCK IN
TERMINAL CABINET.
TERMINATE TOGETHER
SIGNAL HEADS 21 & 22
AND 51 & 52 ON
TERMINAL BLOCK IN
TERMINAL CABINET.
TERMINATE TOGETHER
SIGNAL HEADS 61 & 62
ON TERMINAL BLOCK IN
TERMINAL CABINET.
TERMINATE
TOGETHER
SIGNAL
HEADS 81 & 82
ON TERMINAL
BLOCK IN
TERMINAL
CABINET.
6
-
#
6
T-4214391
TR
O
-
4
1
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
1
-
2
C
,
2
-
5
C
RYG
5C
5C
R
O
W
G
B
R
O
PTZ
CAMERACAT5E
VIDEO
DETECTION
VIDEO
DETECTION
VIDEO
DETECTION
VIDEO
DETECTION
VIDEO
DETECTION
VIDEO
DETECTION
VIDEO
DETECTION
VIDEO
DETECTION
V1 1
1
V1
1
V1
1
V2
V1
DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW
V1
V2
V1
03/31/2026
DEVELOPMENT ENGINEERING
msippo 04/09/2026
CC
PB
45+00
46+00
10
+
0
0
11
+
0
0
C:
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.
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;
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;
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.
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w
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;
X
-
R
O
W
_
R
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N
T
O
N
.
d
w
g
;
X
-
S
N
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C
H
A
N
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
I
T
S
_
R
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N
T
O
N
.
d
w
g
;
X
-
S
T
A
T
I
O
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
L
D
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
D
W
Y
_
R
E
N
T
O
N
.
d
w
g
;
X
-
U
T
_
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N
T
O
N
.
d
w
g
;
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A
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_
R
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N
T
O
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.
d
w
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IM
A
G
E
S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473
MA R K F . WEGE
N
E
RSTATE O F WASHING
T
O
N
41141REGISTER E D
P
R
O
FESSIONAL E N G INEER
K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
10'20'
SCALE: 1" = 20'
0'
RENTON SEGMENT
SIGNAL PLAN
SE CARR RD & 105TH PL SE
1TS1.07A
399
J. DOWDS BENNETT
P. OSUNA
R. JAHNS
1
2
5
6
SIGNAL HEADS
PHASES
6
CHANNEL
A
B
PRE-EMPTION SCHEDULE
D 3 & 7
2 & 5
PROTECTED VEHICLE MOVEMENT
PEDESTRIAN MOVEMENT
OLA = OVERLAP A MOVEMENT, BLANK-OUT SIGN INDICATION
OLC = OVERLAP C MOVEMENT, NORTHBOUND RIGHT
PHASE DIAGRAM
12"
12"Y
R
12"G
12"
12"Y
R
12"G
NEW
21, 22, 61, 62 71,72
68, 69, 88, 89
31
SIGNS
NOTES:
1.FOR GENERAL NOTES AND SYMBOLOGY SEE 1TS1.00.
2.FOR SIGNAL POLE DETAILS SEE 1TS1.07D & COR STD. PLAN 140.
3.FOR CONDUIT RUN AND WIRING INFORMATION SEE 1TS1.07C AND 1TS1.07E.
4.FOR CONSTRUCTION NOTES SEE 1TS1.07B.
5.FOR LIGHTING PLANS AND DETAILS SEE 1L1.01.
6.FOR ITS PLANS AND DETAILS SEE 1I1.00.
7.FOR ELECTRICAL PLANS AND DETAILS SEE 1E1.01.
8.STREET NAME SIGN SIZE / LAYOUT TO FOLLOW COR STANDARDS. SIZES SHOWN ON
THIS PLAN ARE ESTIMATED.
9.NEW VEHICLE SIGNAL HEADS 21, 22, 31, 51, 61, 62, 71 AND 72 SHALL BE INSTALLED
WITH NEW MOUNTING TYPE "L" ON NEW MAST ARMS PER COR STD. PLAN 140.
10.NEW VEHICLE SIGNAL HEAD 52 SHALL BE INSTALLED WITH NEW MOUNTING TYPE "D"
ON NEW TYPE I POLE PER WSDOT STD. PLAN J-75.10.
11.NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD 68 SHALL BE INSTALLED WITH NEW
MOUNTING TYPE "E" ON NEW TYPE I POLE PER WSDOT STD. PLAN J-75.10-02.
12.NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD 69 SHALL BE INSTALLED WITH NEW
MOUNTING TYPE "D" ON NEW PS POLE PER WSDOT STD. PLAN J-75.10-02.
13.NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD 88 SHALL BE INSTALLED WITH NEW
MOUNTING TYPE "E" ON NEW TYPE II POLE PER WSDOT STD. PLAN J-75.10-02.
14.NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD 89 SHALL BE INSTALLED WITH NEW
MOUNTING TYPE "E" ON NEW TYPE III POLE PER WSDOT STD. PLAN J-75.10-02.
15.BOTH DETECTION ZONES V31 AND V32 SHALL CALL BUS PHASE 3. PHASE & PROGRAM
THE CONTROLLER SO THAT BOTH DETECTION ZONES MUST BE OCCUPIED AT THE
SAME TIME TO CALL BUS PHASE 3.
S1
R3-1 (36" W x 36" H)
BLANK-OUT
S2
12"
12"
12"
BUS
SIGNAL
3 7
8
SE CARR RD
10
5
T
H
P
L
S
E
(CAR-LINE)
NOT USED
BUS
21
22
51
61
62
EV
P
D
EVP B
EVP A
89
88 31
71 72
68
69
10
5
9
5
1
2
4A
3
4B
1 2 43
5
6
7
1211
10
9
(90" W x 20" H)S3
S4 (102" W x 20" H)
S5
CONTROLLER SHALL SKIP
PHASES 3,7 AND 8 IF THEY ARE
NOT CALLED.
BLANKOUT SIGN INDICATION SHALL
BE ON ONLY DURING A PHASE 6
PED CALL OR A PHASE 8 PED CALL
S3
S5
S4
S6
S6
R3-5R (30" W x 36" H)
S7
8
8
3A
S1
S7 S213
8
4
SPECIAL (20" W x 14" H)
REFER TO SHEET 1TS1.00
FOR SIGN LAYOUT DETAILS
SPECIAL (24" W x 36" H)
REFER TO SHEET 1TS1.00
FOR SIGN LAYOUT DETAILS
6
SE Carr Rd
105th Pl SE
T-4214399
TR
O
-
4
1
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
12"
12"Y
R
12"G
51, 52
52
11
OLC
OLA
4
NOT USED OLA
ONLYBUSONLY
BUS
SIGNAL
12
12
12
APS PUSH BUTTON MESSAGES
PHASE AUDIBLE MESSAGE
6 "WAIT", "WAIT TO CROSS 105TH AT CARR",
"WALK SIGN IS ON TO CROSS 105TH"
8 "WAIT", "WAIT TO CROSS CARR AT 105TH",
"WALK SIGN IS ON TO CROSS CARR"
COR MAST ARM MOUNTED SNS
(102" W x 20" H)
COR MAST ARM MOUNTED SNS
V2
V1
V11
1
1
DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW
03/31/2026
DEVELOPMENT ENGINEERING
msippo 04/09/2026
CC
PB
43+00
44+00
45+00
46+00
10
+
0
0
11
+
0
0
C:
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w
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473
MA R K F . WEGE
N
E
RSTATE O F WASHING
T
O
N
41141REGISTER E D
P
R
O
FESSIONAL E N G INEER
K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 40'
0'
RENTON SEGMENT
DETECTION PLAN
SE CARR RD & 105TH PL SE
1TS1.07B
400
J. DOWDS BENNETT
P. OSUNA
R. JAHNS
SE CARR R
D
10
5
T
H
P
L
S
E
(CAR-LINE)
1
CONSTRUCTION NOTES:
FURNISH AND INSTALL TYPE I SIGNAL POLE PER WSDOT STANDARD PLAN J-20.11
AND DETAIL 1TS1.07D. FURNISH AND INSTALL ONE 3-SECTION SIGNAL HEAD, ONE
PEDESTRIAN SIGNAL HEAD AND ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON
SIGNAL POLE.
CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.07D AND COR STD. PLANS
139 AND 140. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND
INSTALL TYPE III SIGNAL POLE WITH 35' MAST ARM. FURNISH AND INSTALL THREE
3-SECTION SIGNAL HEADS, ONE EMERGENCY PRE-EMPTION DETECTOR, ONE
VEHICLE DETECTOR AND MOUNTING BRACKET, AND ONE D3-103 SIGN ON MAST
ARM. FURNISH AND INSTALL TERMINAL CABINET ON SIGNAL POLE. REFER TO
LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM.
CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.07D AND COR STD. PLANS
139 AND 140. TOP OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND
INSTALL TYPE III SIGNAL POLE WITH 35' MAST ARM. FURNISH AND INSTALL TWO
3-SECTION SIGNAL HEADS, ONE 3-SECTION SIGNAL HEAD WITH SPECIAL "BUS ONLY"
SIGN, ONE SPECIAL "(ARROW) BUS ONLY" SIGN, ONE R3-5R SIGN, ONE R3-1
BLANK-OUT SIGN, ONE EMERGENCY PRE-EMPTION DETECTOR, ONE VEHICLE
DETECTOR AND MOUNTING BRACKET, AND ONE D3-103 SIGN ON MAST ARM.
FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE PTZ CAMERA AND
MOUNTING BRACKET, AND TERMINAL CABINET ON SIGNAL POLE. REFER TO
LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE BRACKET ARM.
FURNISH AND INSTALL TYPE PPB SIGNAL POST PER WSDOT STANDARD PLAN J-20.11
AND DETAIL 1TS1.07D. FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON
WITH SIGN ON SIGNAL POLE.
2
3
FURNISH AND INSTALL TYPE PS SIGNAL POLE PER WSDOT STANDARD PLAN J-20.16 AND DETAIL
1TS1.07D. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PEDESTRIAN PUSH
BUTTON WITH SIGN ON SIGNAL POLE.
4A
FURNISH AND INSTALL A NEW TYPE 8 JUNCTION BOX PER WSDOT STD. PLAN J-40.30.
CONSTRUCT JOINT CONTROLLER/SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD
PLANS 126.1 AND 126.2. INSTALL CONTROLLER EQUIPMENT AND CONNECT FIELD WIRING. VERIFY FINAL
LOCATION WITH THE ENGINEER IN THE FIELD PRIOR TO POURING THE FOUNDATION. INSTALL "NO
TRAFFIC" DETECTOR EQUIPMENT IN THE SIGNAL CABINET, INCLUDING AN EXTERNAL ENCLOSURE
MOUNTED ON THE BACK OF THE SIGNAL CABINET, AND TERMINATE WIRES PER THE SPECIAL
PROVISIONS AND MANUFACTURER'S RECOMMENDATIONS.
PROGRAM DETECTION SOFTWARE SO THAT DETECTION ZONES V31 AND V32 MUST BOTH RECEIVE A
CALL SIMULTANEOUSLY TO ACTIVATE BUS PHASE 3.
INSTALL CONDUIT UNDER ROADWAY USING APPROVED DIRECTIONAL BORING METHOD.
6
5
V61
V62
V23
V22
V21
V31
V71
7
V32
7
30
'
8
FURNISH AND INSTALL TYPE PPB SIGNAL POST PER WSDOT STANDARD PLAN J-20.11 AND DETAIL 1TS1.07D.
FURNISH AND INSTALL ONE APS PEDESTRIAN PUSH BUTTON WITH SIGN ON SIGNAL POLE.
4B
3A
4 CONSTRUCT FOUNDATION PER SIGNAL POLE CHART 1TS1.07D AND COR STD. PLANS 139 AND 140. TOP
OF FOUNDATION SHALL BE FLUSH WITH GRADE. FURNISH AND INSTALL TYPE III SIGNAL POLE WITH 3'
ROUND FOUNDATION AND WITH 40' MAST ARM. FURNISH AND INSTALL TWO 3-SECTION SIGNAL HEADS,
ONE EMERGENCY PRE-EMPTION DETECTOR, ONE VEHICLE DETECTOR AND MOUNTING BRACKET, AND
ONE D3-103 SIGN ON THE MAST ARM. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND
TERMINAL CABINET ON SIGNAL POLE. REFER TO LIGHTING PLANS FOR LUMINAIRE AND LUMINAIRE
BRACKET ARM.
FURNISH AND INSTALL A NEW TYPE 2 JUNCTION BOX PER WSDOT STD. PLAN J-40.10.9
FURNISH AND INSTALL A NEW PULL BOX PER WSDOT STD. PLAN J-90.10-03.10
T-4214400
TR
O
-
4
1
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
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0
0
1
3
2
C2
1
0
0
1
1
2
8
2
3
3A
1
4A
4
4B
INSTALLATION OF SCOOT MODULE AND AN ADDITIONAL LICENSE IS NECESSARY.
PROVIDE SCOOT SYSTEM DETECTORS LAYOUT PER MANUFACTURER'S
RECOMMENDATIONS FOR CITY OF RENTON VERIFICATION. NEW INSTALLATION
INCLUDES INTERSECTION SET UP/ CONFIGURATION/ PROGRAMMING IN TACTICS
(SIGNAL MANAGEMENT SYSTEM) AND SCOOT (ADAPTIVE SYSTEM) BY VENDOR IS
REQUIRED. CITY OF RENTON DOES NOT SET UP OR CONFIGURE NEW SCOOT SIGNAL.
VENDOR TO COORDINATE WITH TRANSPORTATION MAINTENANCE MANAGER FOR
INSTALLATION. SCOOT INTERSECTION DISPLAY MAP SHALL BE CREATED IN CITY OF
RENTON SCOOT SYSTEM. SCOOT AREA MAP SHALL BE UPDATED TO SHOW THIS NEW
SIGNAL ON THE CORRIDOR. THE SCOOT INTERSECTION NODE ARCHITECTURE
DIAGRAM AND DATABASE DESIGN DIAGRAM SHALL BE PROVIDED TO CITY OF
RENTON PUBLIC WORKS TRANSPORTATION OPERATIONS.
11
12 INSTALL THE "NO TRAFFIC" VIDEO DETECTION SYSTEM PER MANUFACTURER'S
RECOMMENDATIONS.
1
1
V2
DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW
V1
V1
03/31/2026
DEVELOPMENT ENGINEERING
msippo 04/09/2026
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:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473
MA R K F . WEGE
N
E
RSTATE O F WASHING
T
O
N
41141REGISTER E D
P
R
O
FESSIONAL E N G INEER
K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
WIRING SCHEDULE
SE CARR RD & 105TH PL SE
1TS1.07C
401
J. DOWDS BENNETT
P. OSUNA
R. JAHNS
WIRE SCHEDULE
NO.
CONDUIT SIZE PPB / LOOP PRE-EMPTION
VEH HEAD /
PED HEAD /
BLANKOUT
SIGN
VIDEO
DETECTION CAT5E SERVICE STREET LIGHT GROUND NOTES
2C 3C 5C 3C #14 AWG #6 AWG #8 AWG #6 AWG #8 AWG
1 2"2 1
2 2"2 1
3"1 SPARE
3 4"4 3 11 3 1 1
3"1 SPARE
4 2"1 2 1
5
3"2 1 3 1 1
2"2 1
3"1 SPARE
6 2"1 1 1
7 3"1 2 1 1
2"2 1
8 1"1 1
9
3"1 2 6 2 1 1
2"2 1
3"1 SPARE
10 3"1 2 1 1
2"2 1
11 3"1 1 4 1 1 1
2"2 1
12 3"1 4 1 1 1
2"2 1
13 1"1 1
#
T-4214401
TR
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1
2
8
DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW
1
03/31/2026
DEVELOPMENT ENGINEERING
msippo 04/09/2026
PB
45+00
46+00
10
+
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473
MA R K F . WEGE
N
E
RSTATE O F WASHING
T
O
N
41141REGISTER E D
P
R
O
FESSIONAL E N G INEER
K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
RENTON SEGMENT
FIELD TERMINATION DIAGRAM
SE CARR RD & 105TH PL SE
1TS1.07E
403
J. DOWDS BENNETT
P. OSUNA
R. JAHNS
PH
A
S
E
IT
E
M
NO
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5B2
5B3
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5D2
5D3
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A
D
(
S
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21
,
2
2
HE
A
D
(
S
)
31
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A
D
(
S
)
61
,
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3
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6
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(
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71
,
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7
621
622
623
624
626
631
632
633
634
636
661
662
663
664
666
671
672
673
674
676
761
762
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9
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,
6
9
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88
,
8
9
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A
D
(
S
)
88
,
8
9
781
782
783
784
785
Φ
6
Φ
8
TRAFFIC CONTROLLER
TERMINATIONS
R
O
G
W
B 5C
R
O
G
W
B 5C
O
Y
B 3C(SH)
O
Y
B 3C(SH)
R
O
G
W
B 5C
R
O
G
W
B 5C
SERVICE CABINET
O
Y
B 3C(SH)
SPR
SPR
SPR
SPR
SIGNAL
POLE 3
31
R
O
G
W
B636
634
633
632
631
O
Y
B5D3
5D2
5D1
D
NEW TYPE 2 JBNEW TYPE 8 JB
R O G
R Y G
R O G W B
65
6
65
4
65
3
65
2
65
1
62
4
62
3
62
2
62
1
51
21
SIGNAL
POLE 2
W B
62
6
R O G
R Y G
62
4
62
3
62
2
62
1
22
W B
62
6
ROGWB
66
6
RYG
66
4
66
3
66
2
66
1
61
SIGNAL
POLE 4
ROG
RYG
66
4
66
3
66
2
66
1
62
WB
66
6
OYB
5A
3
5A
2
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1
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5B
3
5B
2
5B
1 B
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L
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NEW TYPE 8 JBCONTROLLER CABINET
2 - #8 (ILLUM)
2 - #6
4 - 2C, 3 - 3C, 11 - 5C,
1 - CAT5E,
3 - VIDEO DETECTION
1
-
2
C
,
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-
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C
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2 - #8 (ILLUM)
1
-
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,
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-
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C
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1 - VIDEO DETECTION
2 - #8 (ILLUM)
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1 - VIDEO DETECTION
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1 - 3C, 2 - 5C,
1 - VIDEO DETECTION
2 - #8 (ILLUM)
1
-
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,
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-
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761
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761
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O
G
674
673
672
671
72
W
B676
PED HEAD 68 PED HEAD 69
PE
D
H
E
A
D
8
9
PE
D
H
E
A
D
8
8
1
2
3
4B
4A
VIDEO
DETECTION Φ
2
SP
R
SP
R
SPR
SPR
SPR
B ORGW
BO RGW
B
O
R
G
W
B
O
R
G
W
R
G
W
5C
5C
B
O
O
B2C
2C R
G
W
5C
5C
B
O
O
B2C
2C
SIGNAL
POLE 4B
1
-
2
C
SIGNAL
POLE 3A
1
-
2
C
4
3A
R
Y
G
2
-
#
8
(
I
L
L
U
M
)
TERMINATE TOGETHER
SIGNAL HEADS 21 & 22 ON
TERMINAL BLOCK IN
TERMINAL CABINET.
TERMINATE TOGETHER SIGNAL
HEADS 71 & 72 ON TERMINAL
BLOCK IN TERMINAL CABINET.
TERMINATE TOGETHER
SIGNAL HEADS 61 & 62
ON TERMINAL BLOCK IN
TERMINAL CABINET.
T-4214403
TR
O
-
4
1
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
R Y G
R
O
G
W
B656
654
653
652
651
52
R
Y
G
651
652
653
654
656
HE
A
D
(
S
)
51
,
5
2
Φ
5
5C5C
R
O
W
G
B
R
O
PTZ
CAMERACAT5E
VIDEO
DETECTION Φ
3
VIDEO
DETECTION Φ
5
VIDEO
DETECTION Φ
6
VIDEO
DETECTION Φ
7
2 - #8 (ILLUM)
2 - #8 (ILLUM)
V2 1
V1
1
V1
1
V2
DCR #15 - CHANGE VIDEO DETECTION SYSTEM1 PO 03-23-26MFW
V1
V1
03/31/2026
DEVELOPMENT ENGINEERING
msippo 04/09/2026