0124-0165 - 11 FIO - TCS Plans for Temporary Signalization.pdf
PDF 2 MB Posted
- Solicitation number
- 0124-0165
- Issued by
- Connecticut
About this file
This file consists of traffic control signal plans prepared by the Connecticut Department of Transportation for spot improvements on River Street (Route 313) in the Town of Seymour. The document includes an index of drawings and detailed traffic signal plans for two intersections: Route 67 (Bank Street) at Franklin Street/Route 313 (River Street), and Route 313 at State Route 728 (Derby Avenue) and West Street. The plans detail the installation of temporary signalization equipment, including signal faces, mast arms, electrical callouts, detectors (radar, video, and thermal), pedestrian signal equipment with countdown indications, and associated conduit and cabling. The project incorporates eight mast arms with multiple signal faces utilizing LED lamps, pedestrian accessible signals with audio detection capabilities, and video detection zones. Emergency vehicle pre-emption equipment is specified to be owned and maintained by the Town of Seymour, while maintenance responsibilities for signs and pavement markings are divided between the state and town based on road classification.
The technical specifications indicate signal coordination through radio connectivity between multiple intersections (124-201, 124-225, 215, 228, and 229), with phasing patterns, cycle lengths, and detector settings documented for each location. The plans specify two-inch and three-inch rigid metal conduit (RMC) installations with various conductor sizes and cable designations, including CAT6 cabling for communication systems. Detector information includes presence-type detectors with specific size dimensions ranging from 6' x 40' to 16' x 110', and 360-degree video camera assemblies at multiple locations. The drawings were last saved on July 7, 2026, with revision date of September 10, 2025, for one intersection and April 16, 2025, for the secondary intersection. No pricing, contract terms, or procurement details are contained within this technical documentation file.
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INX-11 FIO - TCS PLANS FOR TEMPORARY SIGNALIZATION - INDEX OF DRAWINGS
FIO-03 - FIO-04
SLR INTERNATIONAL CORP.
DESIGNED BY:
NUMBER
DRAWING
NUMBER
DRAWING
INDEX OF DRAWINGS
DRAWING TITLE DRAWING TITLE
PROJECT TITLE: PROJECT NO.: DRAWING NO.:
SHEET NO.:
7/7/2026
SIGNATURE BLOCK: DRAWING TITLE:
INX-11
TOWN(S):
SEYMOURSPOT IMPROVEMENTS ON RIVER STREET (ROUTE 313)
PLOTTED DATE:
W:\CADDesign\_CTDOT_Projects\124-165 (Bridge)\Highways\MSta_Contract_Sheet_Files\TR_CP_0124-0165_FIO_INX-11.dgn FILE NAME: awetmore LASTED SAVED BY:
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0124-0165
DESIGNER/DRAFTER: CHECKED BY:
TRANSPORTATION
DEPARTMENT OF
CONNECTICUT
TRAFFIC CONTROL SIGNAL PLANS
INDEX OF DRAWINGS
TEMPORARY SIGNALIZATION -
FIO - TCS PLANS FOR
A. WETMORE A. CIRIELLO
11 - FOR INFORMATION ONLY - TCS PLANS FOR TEMPORARY SIGNALIZATION
11.01
N.T.S
CENTER ISLAND DETAIL
N.T.S
MAST ARM B & C ELETRICAL CALLOUTS
N.T.S
MAST ARM D ELECTRICAL CALLOUTS
N.T.S
MAST ARM A ELETRICAL CALLOUTS
A
E
CONC. W
ALK
CONC. W
ALK
D
S
S
S
T
A
A
B
B
B
13'
10'
2'
R
IV
E R S
T R
E E T
R O
U T E
(3
(3
(45')
(25')
W
E
C O
N C . W
A
LK
F
21'
11'
11'
P P
P
P
P
P
P
P
P
ROUTE 67 (BANK STREET)
FR
A
N
KLI
N S
TR
EE
T
ROUTE 67 (BANK STREET)
CB
CB
CB
CB
P
CONC. WALK
CONC. WALK
C O
N C
W A
L K
CB
C
CB
CB
CB
D
D
D
D
D
#4
9CL&
P
#2
9CL&
P
#2
0CL&
P
#3
9CL&
P
#5
9CL&
P
#G72
07CL&
P
#G76
07CL&
P
#5
7CL&
P
#G59
98CL&
P
D6AD1A
#9
8CL&
P
#4
CL&
P
F5
C L&
P
G
C L&
P
D6
SD6A
SD6
D1
SD2A
CB
CB
CB
CB
B
T
A
CONC. WALK
APPROX. R
.O.W
APPROX. R.O.W.
A P P
R O
X
R .O .W
APPROX. R.O.W.
SIGN LEGEND
31-0802F
31-0292E
31-0302D
31-0282C
31-0135M.A. MTD.B
31-0830M.A. MTD.A
ONLY
SIGNAL FACES
12"
R
Y
G
P
SOLID - OVERLAP
HAND/PERSON
9"
1, 3, 7
12"
12"
R
Y Y
G
2, 4, 6, 8
A S S
U M
E D
N O
R T H
P E R R
E
FE
R E N
C E N
O
EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT TO BE OWNED AND MAINTAINED BY THE TOWN OF SEYMOUR.
30" X 30" HANDHOLE. ALL OTHERS TYPE II
ALL OTHER SIGNS AND PAVEMENT MARKINGS TO BE MAINTAINED BY OTHERS.
TOWN OF SEYMOUR TO MAINTAIN ALL SIGNS AND PAVEMENT MARKINGS ON TOWN ROADS.
STATE TO MAINTAIN ALL SIGNS AND PAVEMENT MARKINGS ON STATE ROUTE 67 AND ALL STOP BARS.
BAR TYPE CROSSWALK - STATE MAINTAINED
BAR TYPE CROSSWALK - TOWN MAINTAINED
NOTES:
S
W
ALL INDICATIONS HAVE LED LAMPS
ALL VEHICULAR SIGNAL FACES HAVE BACKPLATES
WITH RETRO-REFLECTIVE YELLOW BORDER.
PHASE DIAGRAM
R
Y
G
12"
ONLY ONLY
9 7
NO
TURN
ON RED
ONLY
ROUTE 67 (BANK STREET) AT FRANKLIN STREET/ROUTE 313 (RIVER STREET)
PROJECT NUMBER: DRAWING NO.
SHEET NO.
C
ONNECTICU
T
D E
P A
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M E
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O F TRAN
S
P O
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A T I
O N
STATE OF CONNECTICUT
TRANSPORTATION
OF
DEPARTMENT
DRAWING TITLE: TRAFFIC CONTROL SIGNAL PLAN
TOWN(S):
0124-0172
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A T
E R
E V
SEYMOUR
R
YY
G
12"
12"
04&08
03&07
03&08
9 7
9 7
810, 3
10, 3
10, 3
10, 3
04&07
3/20/2026PLOTTED DATE:
C:\Users\richardeh\State of Connecticut\DOT CTDOT_DDE - CONNECT_WIP\CT_Configuration\Organization\Cell\CTDOT_Borders_Contract.cel FILE NAME: RichardEH LASTED SAVED BY:
Y
R
WALK/ PED. CLR
DON'T WALK
FLASHING
RED ARROW
YELLOW ARROW
GREEN ARROW
LEGEND:
PEDESTRIAN SIGNAL FACE
TRAFFIC SIGNAL FACE
DIRECTIONAL ARW. FOR PUSH BUTTON
PEDESTRIAN PUSH BUTTON & SIGN
PEDESTAL MOUNTING
RADAR DETECTOR
OPTICAL DETECTOR
SYSTEM DETECTOR
EXISTING CONTROLLER
PROPOSED HANDHOLEDET. LEADS IN SAW CUT
AUXILIARY TERMINATION CABINET
AUXILIARY EQUIPMENT CABINET
PROPOSED WOOD SPAN POLE
EXISTING WOOD SPAN POLE
PROPOSED STEEL SPAN POLE
EXISTING STEEL SPAN POLE
PROPOSED UTILITY POLE
EXISTING UTILITY POLE
AUDIO DETECTOR
GUY WIRE
LOOP DETECTOR
CABLE CLOSURE
PROPOSED CONTROLLER
EXISTING HANDHOLE
EXISTING RMC
PROPOSED RMC VIDEO DETECTION ZONE
G
RED
VIDEO CAMERA CABLEVC
D.W.
FL.
ǾW
RC RADAR CABLE
360° CAMERA ASSEMBLY
THERMAL DETECTOR
IP DETECTOR SD
RADIO ANTENNA
Y
R
YELLOW
GREEN
RADIO ANTENNA
DETECTORS
TYPE MODESIZE (WXL)IDENT
6' X 50'
RADAR11' X 110'
6' X 50'
6' X 50'
6' X 50'
6' X 50'
6' X 50'
6' X 50'
SEE PLAN
360 VIDEO
360 VIDEO
360 VIDEO
360 VIDEO
360 VIDEO
360 VIDEO
360 VIDEO
360 VIDEO
PRESENCE
PRESENCE
PRESENCE
PRESENCE
PRESENCE
PRESENCE
PRESENCE
PRESENCE
PRESENCE
D2
D3
D4
D7
D8
D9
SD2A
SD6
SD6A
D6, D6A 6' X 110' RADAR PRESENCE
D1
D1A
6' X 50'
6' X 40'
360 VIDEO
360 VIDEO
PRESENCE
PRESENCE
T
10, 3
SCALE: 1" = 40'
STOP
HERE ON
RED
W
W
W
W
W
W
W
2" RMC, 14/7
ID #124-201-A
2" RMC, 2-14/5, 20/3, RC, CAT6
2" RMC, SPARE
2" RMC, 14/9
2" RMC, 14/9, 14/7, 2-14/5, 20/3, RC, CAT6
2" RMC, 14/7
2" RMC, 14/9, 2-14/7, 2-14/5, 20/3, RC, CAT6
2" RMC, SPARE
ID #124-201- D
2" RMC, 2-14/9, 2-14/7, 14/5
2" RMC, 2-14/9, 2-14/7, 14/5
ID #124-201- C
3" RMC, 2-14/9, 3-14/7, 3-14/5, 20/3, RC
2" RMC, 14/9, 14/7, 14/5, 20/3, RC
2" RMC, 14/9, 14/7, 14/5, 20/3, RC
2" RMC, SPARE
2" RMC, SPARE
2" RMC, SPARE
2" RMC, 2-14/9, 2-14/7, 14/5
2" RMC, 14/7
2" RMC, 8/2 SERVICE
ID #124-201- B
2" RMC, 14/9, 2-14/7, 2-14/5, 20/3, RC, CAT6
2" RMC, SPARE
2-14/5, 20/3, RC, CAT6
2-14/5, RC, CAT6
14/5, RC, CAT6
ID #124-201-A
ID #124-201-C
ID #124-201- B
14/9, 14/5
14/9
ID #124-201- D
2-14/9, 14/5
14/9, 14/5
14/9
3" RMC, 2-14/9, 3-14/7, 3-14/5, 20/3, RC
2" RMC, 2-CAT 6
2" RMC, 14/9, 14/7, 14/5
2" RMC, 2-14/7
2" RMC, 14/7
ID #124-201- B
CAT6, RC
14/9, 14/5, 20/3, CAT6, RC
14/9, 14/5, 14/9, CAT6, RC
14/9, CAT6
14/9
2" RMC, 2-CAT6
14/5
2" RMC, 14/7
2" RMC, CAT 6
2" RMC, 14/7
2" RMC, CAT6
11' 11'
11'
11'
11'
11'
81'
PRIORITY
DET. LOCK
DELAY
ALT. MIN. GRN
ALT. YELLOW
ALT. RED
ALT. PED. CLR.
HOLD GREEN
HOLD YELLOW
HOLD RED
HOLD PHASE
EXIT PHASE
EXIT CALL
3 & 7
NONE
PRE-EMPT
SETTINGS
PRE-EMPTION
4.0
2.8
PARENT
PARENT
NO
YES
124-201
124-228
124-217
FLASH
FUNCTION TIME
COORDINATION TYPE: TBC - RADIO
PROGRAM
DAYS
NONE
ALL OTHER TIMES
M-F
M-F
M-F
DAILY
MAX 1
MAX 2
PATTERN 1
PATTERN 2
PATTERN 3
FREE
60 46 77
80 72 90
90 80 89
CYCLE
OFFSET
SEC %
SYSTEM LOC
MASTER
1600 - 1800
ALL OTHER TIMES
0700 - 0900
1600 - 1800
1800 - 0700
DAILY
202545'*124-201-D
3'202510'35'*124-201-C
202525'*124-201-B
3'202530'*124-201-A
MOUNT
VERTICAL
DETECTOR
RADAR
INSTALLED
YEAR
360 DEGREE CAMERA
VERTICAL RISER FOR
LENGTH
ARM
HEIGHT
ATTACHMENT
APPROX. ARM
ID #
MAST ARM INFORMATION
DWDWWODWDWOFFP
RRRRYGRRRRRRRY R RRRRRRRR10
RRRRRRRRRRYGRRRRRRRR YRR9
RRRRYGRRRRRRRRRRRRRRRR8
RRRRRRRY R RRYGRRRRRRRRRR7
RRRRRRRRRRRRRRRRYGGGGY6
RRRRRRRRRRYGRRRRRRRRRR4
RRRRYGRRRRRRRY R RRRRRRRR3
RRRRRRRRRRRRRRRRYGRRRY2
RRRRRRRRRRRRRRRRYGGY G GY1
F A
C E
CLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNFLASH
PHASE 9PHASE 8PHASE 7PHASE 6PHASE 5PHASE 4PHASE 3PRE-EMPT1PHASE 2 PHASE 1 NTOR
MOVEMENT DIAGRAM
THIS PHASEINIT START
NON-LOCKNON-LOCKNON-LOCKOFFOFFNON-LOCKNON-LOCKMIN RECALLNON-LOCKMODE
MIN GAP
TTR
TBR
MAX INIT
SIGNAL
PEDESTRIAN
COUNTDOWN
ADD INIT
0.01.61.01.61.02.81.0RED
4.03.33.03.33.04.03.0YELLOW
6666298MAX 2
66106186MAX 1
3.02.03.02.03.03.0VEH EXT
16PED CLR
7WALK
SIGNAL
PEDESTRIAN
ACCESSIBLE
7575155MIN GRN
IN
T
E R
V A
L S
UNMETERED SERVICE
SERVICE POLE CL&P 4 MAINT LEVEL 5
ADDRESS #ENERGY BY - TOWN
REV # 18 INTERSECTION # 124-201
APPROVED DATE
APPROVED BY
SUBMITTED BY
CHECKED BY
DRAWN BY
ENGINEER
DATEELECTRICALDATETRAFFIC
INT. NO. 124-201 WIRELESSLY CONNECTED BY RADIO TO INT. NOS. 124-225, 215, 228, AND 229.
DETECTOR D1A TO EXTEND PHASE 1 ONLY.
DETECTOR D1 TO CALL PHASE 1 ONLY.
COUNTDOWN ONLY DURING FLASHING PEDESTRIAN CHANGE INTERVAL.
PERCUSSIVE TONE ONLY DURING PEDESTRIAN WALK INTERVAL.
.PHASE 3 AND 7 TO DRIVE FACES 7, 9 AND 10 Y AND
PHASE 4 & 8 TO DRIVE FACES 7, 9 AND 10 G, Y, & R.
PHASE 2 ON TO OMIT PHASE 1.
STANDARD OVERLAP SKIP FEATURES APPLY.
TECHNICAL NOTES
UNDER PROJECT 0124-0172.
REPLACED SIGNAL EQUIPMENT AND ADDED COUNTDOWN PEDESTRIAN INDICATIONS
SIGNAL REVISED: 09/10/2025 SM # N/A TIR # N/A REV # 18
OFFICE RECORD
Y OR G ARROW
BI-COLORED
FOR INFORMATION ONLY
FIO - 03
11.02
PERCUSSIVE TONE ONLY DURING LPI AND PEDESTRIAN WALK INTERVAL.
COUNTDOWN ONLY DURING FLASHING PEDESTRIAN CHANGE INTERVAL.
LPI AND CONCURRENT PED PHASE ONLY COMES IN WHEN ACTUATED BY
PUSHBUTTON.
REPLACED CONTROLLER, REPLACED SIDE STREET GREEN WITH LPI AND CONCURRENT
AND APS PUSHBUTTONS ON EXISTING PEDESTALS PHASING, COUNTDOWN INDICATIONS,
UNDER PROJECT # 0174-0452.
ROUTE 313 (BROAD ST. & RIVER ST.) AT S.R. 728 (DERBY AVE.) AND WEST ST.
PROJECT NUMBER: DRAWING NO.
SHEET NO.
4/16/2025
C
ONNECTICU
T
D E
P A
R T
M E
N T
O F TRAN
S
P O
R T
A T I
O N
STATE OF CONNECTICUT
TRANSPORTATION
OF
DEPARTMENT
DRAWING TITLE: TRAFFIC CONTROL SIGNAL PLAN
TOWN(S):
0174-0452
PLOTTED DATE:
C:\Users\TheriaultJM\State of Connecticut\0174-0452 - As built Plans\013_TR_ASSET_124-207.dgn FILE NAME: TheriaultJM LASTED SAVED BY:
Y
R
WALK/ PED. CLR
DON'T WALK
FLASHINGRED ARROW
YELLOW ARROW
GREEN ARROW
LEGEND:
PEDESTRIAN SIGNAL FACE
TRAFFIC SIGNAL FACE
DIRECTIONAL ARW. FOR PUSH BUTTON
PEDESTRIAN PUSH BUTTON & SIGN
PEDESTAL MOUNTING
RADAR DETECTOR
OPTICAL DETECTOR
SYSTEM DETECTOR
EXISTING CONTROLLER
PROPOSED HANDHOLE
DET. LEADS IN SAW CUT
AUXILIARY TERMINATION CABINET
AUXILIARY EQUIPMENT CABINET
PROPOSED WOOD SPAN POLE
EXISTING WOOD SPAN POLE
PROPOSED STEEL SPAN POLE
EXISTING STEEL SPAN POLE
PROPOSED UTILITY POLE
EXISTING UTILITY POLE
AUDIO DETECTOR
GUY WIRE
LOOP DETECTOR
CABLE CLOSURE
PROPOSED CONTROLLER
EXISTING HANDHOLEEXISTING RMC
PROPOSED RMC
VIDEO DETECTION ZONE
R, Y, G RED, YEL, GRN VIDEO CAMERA CABLEVCD.W.
FL.
ǾW
SEYMOUR
RC RADAR CABLE
REV #13
ENERGY BY TOWN ADDRESS #
MAINT LEVEL 1 SERVICE POLE F5236W
UNMETERED SERVICE
TECHNICAL NOTES OFFICE RECORD
REV #13 TIR # N/A SM # N/A SIGNAL REVISED: 07/26/2024
R E
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D A
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R E
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IS
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N
D E
S C
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IP
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360° CAMERA ASSEMBLY
THERMAL DETECTOR
IP DETECTOR SD
INTERSECTION # 124-207
SIGNAL FACES
R
Y
G
12"
1,2,3,4
ALL INDICATIONS HAVE LED LAMPS
FACE 4 HAS TUNNEL VISORS
PRE-EMPTION SETTINGS
PRIORITY
DET. LOCK
DELAY
ALT. MIN. GRN
ALT. YELLOW
ALT. RED
ALT. PED. CLR.
HOLD GREEN
HOLD YELLOW
HOLD RED
HOLD PHASE
EXIT PHASE
EXIT CALL
NO
PARENT
PARENT
PARENT
NONE
YES
3.7
3.0
NO
PARENT
PARENT
PARENT
NONE
YES
3.3
1.8
PRE-EMPT 1 PRE-EMPT 2
2 4
VEHICLES
TURNING
TO
YIELD
D EXIST. 31-1625
EXIST. 31-1626E
VEHICLES
TURNING
TO
YIELD
D
E
STANDARD OVERLAP SKIP FEATURES APPLY.
/04
PHASE SEQUENCE:
/02
- STATE MAINTAINED
- STATE MAINTAINED TRAFFIC ELECTRICAL
ENGINEER
DRAWN BY
CHECKED BY
SUBMITTED BY
APPROVED BY
APPROVED DATE
COORDINATE GRID
A D
CONNECTICUT
I.D.
DETECTOR
DETECTOR
D2 2
D2A 2
D4A 4
DETECTOR CHART
D4
D4B
SD2
SD2A ---
DETECTORS *
SIZE (WXL) *IDENT MODE
PRESENCE
PRESENCE
PRESENCE
PRESENCE
PRESENCE
8" DELAY
PRESENCE
D2
D2A
D2C
D4A
D4B
11' X 35'
11' X 35'
6' X 8'
10' X 55'
16' X 35'
VIDEO IP
VIDEO IP
VIDEO 360
VIDEO 360
VIDEO 360
ARE APPROXIMATE
*LOCATION AND SIZES OF DETECTION ZONES
D2B
TYPE/TURNS
D4
SD2 11' X 35' VIDEO 360 PRESENCE
SD2A 16' X 35' VIDEO 360 PRESENCE
SEE PLAN
6' X 8' 4
45'
, YEAR INSTALLED 2008
DWWØWØDWOFFP4
RYGRRRRR4
RYGRRRRR3
RRRRRYGY2
RRRRRYGY1
F A
C E
CLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNLPICLCLGRNCLCLGRNCLCLGRNFLASH
PHASE 9PHASE 8PHASE 7PHASE 6PHASE 5PHASE 4 PRE-EMPT 2PHASE 3PHASE 2 PRE-EMPT 1PHASE 1NTOR
MOVEMENT DIAGRAM
THIS PHASEINIT START
OFFOFFOFFOFFOFFNON-LOCKOFFMIN RECALLOFFMODE
MIN GAP
TTR
TBR
MAX INIT
SIGNAL
PEDESTRIAN
COUNTDOWN
ADD INIT
1.83.0RED
3.33.7YELLOW
2535MAX 2
2535MAX 1
1.52.5VEH EXT
7PED CLR
34WALK
SIGNAL
PEDESTRIAN
ACCESIBLE
915MIN GRN
IN
T
E R
V A
L S
FUTUREMAX 2
ALL TIMESMAX 1
NONEFLASH
%SECDAYSTIMEFUNCTION
OFFSET
CYCLE
PROGRAM
MASTER
COORDINATION TYPE: NONESYSTEM LOC
P4
P4
P4
SOLID - OVERLAP
HAND/PERSON
9"
P4
P4
P4
P4
= LPI (LPI ONLY COMES IN WHEN ACTUATED BY ASSOCIATED PUSHBUTTON)
C. LOCKHART
C. LOCKHART
E. DONECKER
B. SZOKE
NATASHA A. FATU
M. FORTUNA
M. FORTUNA
J. RODRIGUEZ
J. KULJIS
LISA N. CONROY
2" RMC, 4-14/5, 2-14/2
2" RMC, 3-14/2, 3-20/3
2" RMC, 14/21
1" RMC, 8/2 SERVICE
04/26/2023 04/26/2023
FOR INFORMATION ONLY
11.03
FIO - 04
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