03-Traffic.pdf

CONSTRUCTION SIGN SUPPORTS AND CHANNELIZING DEVICESTR-GS_14

SIGNS FOR CONSTRUCTION AND PERMIT OPERATIONSTR-GS_13

CONSTRUCTION SIGNS GUIDE SHEET INDEXTR-GS_INDEX

LIGHT STANDARD AND FOUNDATIONS FOR VEHICLE DETECTIONGS-02

TRAFFIC CONTROL FOUNDATIONSGS-01

SUPPLEMENTAL COORDINATION INFORMATIONTCS-33

TRAFFIC CONTROL SIGNAL PLANSTCS-01 - TCS-32

INDEX OF DRAWINGSINX-01

DRAWING TITLEDRAWING NUMBERDRAWING TITLEDRAWING NUMBER

INDEX OF DRAWINGS

SUBSET NUMBER - DISCIPLINE

BEEN PERSONALLY CHECKED BY THE UNDERSIGNED.

NOT TO BE CONSTRUED TO MEAN THAT ALL ASPECTS OF THE DESIGN HAVE

THE DESIGN APPEARS TO CONFORM TO APPLICABLE CRITERIA. APPROVAL IS

TRANSPORTATION PRINCIPAL ENGINEER

ABC ABC

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

6/22/2026

SIGNATURE BLOCK: DRAWING TITLE:

INX-01

TOWN(S):

VARIOUSDISTRICT 2 TRAFFIC SIGNAL SAFETY IMPROVEMENTS

PLOTTED DATE:

C:\Users\LussierKA\State of Connecticut\0172-0549 - Design\Traffic\Subsets\03-Traffic\0172-0549_Traffic_Subset_Cover.dgn FILE NAME: lussierka LASTED SAVED BY:

R E

V

D A

T E

R E

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IS

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N

D E

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IP

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0172-0549

DESIGNER/DRAFTER: CHECKED BY:

INDEX OF DRAWINGS

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

03.01

U.S. ROUTE 6 (PROVIDENCE ROAD) AT CHURCH STREET & PRINCE HILL ROAD

6/22/2026

C:\Users\LussierKA\State of Connecticut\0172-0549 - Design\Traffic\Contract_Plans\TR_ASSET_019-210.dgn FILE NAME: lussierka 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

EXISTING CONTROLLER

PROPOSED HANDHOLEDET. LEADS IN SAW CUT

AUXILIARY EQUIPMENT CABINETEXISTING WOOD SPAN POLE

PROPOSED SUPPORT STRUCTURE

EXISTING STEEL SPAN POLE

PROPOSED UTILITY POLE

EXISTING UTILITY POLE AUDIO DETECTOR

POLE ANCHOR

LOOP DETECTOR

CABLE CLOSURE

PROPOSED CONTROLLER

EXISTING HANDHOLE

EXISTING RMC

PROPOSED RMC DETECTION ZONE

G

RED

VIDEO CAMERA CABLEVC

D.W.

FL.

ǾW

BROOKLYN

RC RADAR CABLE

TRAFFIC DATE ELECTRICAL DATE

ENGINEER

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

APPROVED DATE

REV #

ENERGY BY TOWN ADDRESS #

MAINT LEVEL- 5 SERVICE POLE - CL&P NO. 1116

METERED SERVICE

TECHNICAL NOTES OFFICE RECORD

REV # TIR # SM # SIGNAL REVISED:

R E

V

D A

T E

R E

V

IS

IO

N

D E

S C

R

IP

T

IO

N

360° CAMERA ASSEMBLY

THERMAL DETECTOR

IP VIDEO DETECTOR

INTERSECTION # 019-210

RADIO ANTENNA

Y

R

YELLOW

GREEN

PROJECT NO.: DRAWING NO.:

SHEET NO.:

0172-0549

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

SIGNAL PLAN

TRAFFIC CONTROL

PEDESTAL MOUNTED RRFB

VIDEO-RADAR DETECTOR

12" R

Y

G

2,3,4,6

NONE

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

NO

NONE

YES

5.0

2.2

1&6

2&6

NO

PARENT

PARENT

NO

NONE

YES

5.0

2.2

2&5

2&6

PRE-EMPT 1 PRE-EMPT 2

12"

12"

R

Y Y

G

1,5

01 & 6 02 & 501 & 5 02 & 501 & 5 02 & 501 & 5

ABANDONED 2" RMC, REMOVE 14/2

RETROREFLECTIVE BORDER.

AND HAVE BACKPLATES WITH YELLOW

ALL INDICATIONS HAVE LED LAMPS

U.S. ROUTE 6 (

PROVIDENCE RD.)

D1

C H

U R

C H

S T

D4A

ABANDONED 2" RMC, REMOVE 8/2 (SERVICE)

D4

D5

D2A

B

ABANDONED 2" RMC, REMOVE 2-14/2

A

A

ABANDONED 2" RMC, REMOVE 2-14/2

10'

(3

W

B

APPROX. R.O.W.

D R

APPROX. R.O.W

W

14/7,20/3

W

W

W

2" RMC SPARE

14/5

CL & P POLE 1116

14/7, 20/3

2-14/5

2" RMC 2-14/5

14/7

14/7,14/5, 20/3

2" RMC (SPARE)

14/7

14/7, 14/5, 20/3

2" RMC 3-CAT5E

2" RMC 14/7, 14/5, 20/3,

A P

P R

O X

R .O .W

A P

P R

O X

R .O .W

2" RMC 2-14/7, 14/5, 14/2, 20/3

019-210-D

2" RMC 2-14/7, 3-14/5, 20/3, REMOVE 4-14/2

2" RMC (SPARE)

2" RMC 2-14/7, 3-14/5, 20/3, REMOVE 4-14/2

2" RMC 3-CAT5E

2" RMC 14/7, 3-14/5, 20/3, REMOVE 3-14/2

019-210-A

019-210-C

2" RMC 2-14/5, REMOVE 3-14/2

10'

10'

5'

02 & 6

02 & 6

02 & 6

ABANDONED 2" RMC, REMOVE 14/2

D6A

U.S. ROUTE 6 (PROVIDENCE ROAD)

APPROX. R.O.W.

ABANDONED 2" RMC, REMOVE 14/2

2" RMC 2-14/5

D R

D R

SNET

APPROX. R.O

.W.

P R

IN

E

IL

L

R D

2" RMC (SPARE)

2-14/5

14/5

A P

P R

O X

R .O .W

2" RMC 2-14/7, 14/5, 20/3, REMOVE 14/2

019-210-B

ABANDONED 2" RMC, REMOVE 14/2

SIGNAL FACES

5'

SD2

SD6

5'

7'

7'

B

REMOVE EXISTING RMC RISER ON POLE 1116 AND EXISTING SERVICE CABLE.

DETECTOR AND THE CONTROLLER CABINET.

OR THEIR DESIGNATED REPRESENTATIVE. DETECTOR CABLES ARE TO BE INSTALLED CONTINUOUS BETWEEN EACH

DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY. EXACT LOCATIONS SHALL BE DETERMINED BY THE MANUFACTURER

RELOCATE EXISTING IP CAMERAS TO SHAFT OF MAST ARM ID #019-210-C AND #019-210-C. REUSE EXISTING CABLES.

SIGNAL LAB AT DOT.SIGNALLAB@CT.GOV 45 DAYS PRIOR TO INSTALLATION.

CONTRACTOR TO COORDINATE THE INSTALLATION OF CELLULAR MODEM WITH CONNECTICUT D.O.T.

INSTALL STATE FURNISHED CELLULAR MODEM (ITEM #1108208A).

INSTALL NEW CABINET ON EXISTING FOUNDATION AND INSTALL NEW CONTROLLER.

STATE FORCES TO STAKE ALL R.O.W. PRIOR TO EXCAVATION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

- FULL ACTUATED CONTROLLER 16 PHASE.

REMOVE PROGRAMMED FLASH AND REVISE TIMINGS AS SHOWN. WORK TO BE PAID UNDER ITEM NO. 1108117A

SHALL BE REMOVED. LOOP CABLES IN CONDUIT AND MESSENGER WIRE TO BE REMOVED BACK TO CABINET.

EXISTING CONDUIT SERVING LOOP DETECTORS TO BE ABANDONED. HANDHOLES ONLY SERVING LOOPS

RELATIONS AND RESPONSIBILITIES.

COORDINATE WITH UTILITY COMPANY REPRESENTATIVES LISTED IN THE SPECIAL PROVISIONS,1.07-LEGAL

REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISION.

SUBMITTED FOR REVIEW AND APPROVAL BY THE DIVISION OF TRAFFIC ENGINEERING PRIOR TO INSTALLATION.

ANY PROPOSED REVISIONS TO THE LOCATION OF THE APPURTENANCES SHOWN ON THE PLAN MUST BE

ALL TRAFFIC SIGNAL EQUIPMENT IS EXISTING EXCEPT AS NOTED.

PRE-EMPTION EQUIPMENT FROM THE TRAFFIC SIGNAL CONTROLLER.

CONTRACTOR TO INSTALL A SWITCH IN THE SIGNAL CABINET TO EFFECTIVELY DISCONNECT THE

WITH SPECIFICATIONS.

CONTROLLER CABINET. TEST PRE-EMPTION SYSTEM PRIOR TO AND AFTER RELOCATION IN ACCORDANCE

RELOCATE AUXILIARY EQUIPMENT CABINET FROM EXISTING CONTROLLER CABINET TO LEFT SIDE OF NEW

AND LINE-SIDE CONDUCTORS.

RMC SWEEP PER EVERSOURCE REQUIREMENTS. EVERSOURCE TO FURNISH AND INSTALL THE SERVICE RISER

FEMALE ADAPTER. TO BE PAID FOR UNDER ITEM NO. 1017032A SERVICE (METERED). BOND AND GROUND

INSTALL A 3" RMC SWEEP AT THE SERVICE POLE AND ATTACH TO THE SERVICE CONDUIT WITH A PVC

B

TCS-01

(3

(35')

(40')

C O

O R

D

IN

A T E G

R

ID

AD

O

N N

E C T

IC

U T

D2

D6

200'

150'

150'200'

INSTALL 3" PVC, SERVICE CABLE

C

C

D

D

5 5

PRE-EMPTION TO BE INOPERATIVE DURING FLASHING OPERATION.

STANDARD OVERLAP SKIP FEATURES APPLY

200635'20'019-210-D

200610'35'21'019-210-C

200640'21'019-210-B

200635'21'019-210-A

INSTALLED

YEAR

CAMERA

360 DEGREE

RISER FOR

VERTICAL

ORIENTATION

BRACKET

CAMERA

LENGTH

ARM

HEIGHT

ATTACHMENT

APPROX. ARM

ID #

MAST ARM INFORMATION

PRESENCEVIDEO - 3606' X 35'32SD6

PRESENCEVIDEO - 3606' X 35'31SD2

PRESENCEVIDEO - IP8' X 10'27D6A

PRESENCEVIDEO - IP8' X 10'22D6

PRESENCEVIDEO - 3606' X 6'21D5

DELAY 8"VIDEO - 360SEE PLAN26D4A

PRESENCEVIDEO - 360SEE PLAN20D4

PRESENCEVIDEO - IP8' X 10'25D2A

PRESENCEVIDEO - IP8' X 10'18D2

PRESENCEVIDEO - 3606' X 6'17D1

MODETYPESIZE (WxL)

NO.

DETECTOR

IDENT

DETECTORS

DAILY1200-2200MAX 2

DAILYALL OTHER TIMESMAX 1

NONEFLASH

%SECDAYSTIMEFUNCTION

OFFSET

CYCLE

PROGRAM

MASTER

COORDINATION TYPE: CELL MODEMSYSTEM LOC

CONSTRUCTION NOTES:

INSTALLED CELLULAR MODEM; REPLACED CONTROLLER AND CABINET; REMOVED

FLASHING OPERATION; REVISED TIMINGS; AND INSTALLED METERED SERVICE UNDER

K. LUSSIER

J. LOCKABY

CONROY

LISA N.

CONROY

LISA N.

J. KULJIS

K. LUSSIER

K. LUSSIER

PHASING DIAGRAM

PROJECT 0172-0549.

EXISTING 31-0282

EXISTING MAST ARM MTD. 31-0135

SIGN LEGEND:

A

B

30" X 30" HANDHOLE. ALL OTHERS TYPE II.

TOWN OF BLOOMFIELD TO OWN AND MAINTAIN PRE-EMPTION EQUIPMENT.

AND PRINCE HILL RD.

TOWN TO MAINTAIN CENTERLINE MARKINGS ON CHURCH ST.

AND ALL STOP BARS.

STATE TO MAINTAIN ALL SIGNS AND PAVEMENT MARKINGS ON U.S. ROUTE 6,

NOTES:

RYGRRRRRRRRRRRRY6

RRRRY R RRRRRYGRRRY5

RRRRRRRYGRRRRRRR4

RRRRRRRYGRRRRRRR3

RRRRRRRRRRYGRRRY2

RYGRRRRRRRRRRY R RY1

F A

C E

CLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNFLASH

PHASE 9PHASE 8PHASE 7PHASE 6 PRE-EMPT 1PHASE 5 PRE-EMPT 2PHASE 4PHASE 3PHASE 2 PRE-EMPT 2PHASE 1 PRE-EMPT 1NTOR

MOVEMENT DIAGRAM

THIS PHASETHIS PHASEINIT START

OFFOFFOFFMIN RECALLNON-LOCKNON-LOCKOFFMIN RECALLNON-LOCKMODE

MIN GAP

TTR

TBR

2020MAX INIT

0.80.8ADD INIT

2.21.02.02.21.0RED

5.03.03.75.03.0YELLOW

45820458MAX 2

4011254011MAX 1

2.51.52.02.51.5VEH EXT

1PED CLR

18WALK

1557155MIN GRN

IN

T

E R

V A

L S

SCALE: 1"=40'

W

J. RODRIGUEZ

C. NETTLETON

C. NETTLETON

06/2026

06/2026

03.02

SNET

SNET

SNET

SNET

DR.

DR.

DR.

DR.

DR.

DR.

3 3

D2

D6

APPROX. R

.O.

W.

APPROX.

R.O .W.

APPROX.

R.O .W.

APPROX.

R.O .W.

A P

P R

O X . R .O .W

A P

P R

O X

R .O .W

A P

P R

O X

R .O .W

A P

P R

O X

R .O .W

SNET

A

A

10'

3.5'

8'

12'

12'

C.B.

C .B

C.B.

(50')

(35

1'

ABANDONED 2" RMC, REMOVE 14/2

ABANDONED 2" RMC, REMOVE 2-14/2

14/5

2-14/5

14/7, 14/5

14/7

14/7

14/5

2-14/5

ABANDON 2" RMC, REMOVE 8/2 (SERVICE)

2" RMC, 14/5

ABANDONED 50 RMC, REMOVE 14/2

ABANDONED 2" RMC, REMOVE 2-14/2

R O

U T

E

W E

S T

C H

E S

T

A D

B

B

B

ROUTE 1

6 (

MID

DLETOWN

ROAD)

14'

10'

R O

U T

E

W

E S

T C

H E

S T

A D

DR

DR

SNET

266S

5'

D1

D5

D4A

D4 m 15'

2" RMC, 14/7, 14/5

ABANDONED 2" RMC, REMOVE 3-14/2

ABANDONED 2" RMC, REMOVE 3-14/2

2.5" RMC, 2-14/7, 4-14/5, INSTALL CAT6, RC, REMOVE 14/2, CAT5E

2" RMC, 14/7, 2-14/5

2" RMC, 2-14/5

2.5" RMC, 14/7, 4-14/5, REMOVE 3-14/2

2" RMC, 14/7, 14/5, INSTALL CAT6, RC, REMOVE CAT5E

2.5" RMC, 2-14/7, 5-14/5, INSTALL CAT6, RC, REMOVE 3-14/2, CAT5E

14/7, 14/5, CAT5E, RC

2.5" RMC, 14/7, 3-14/5, INSTALL CAT6, RC, REMOVE CAT5E

2.5" RMC, 14/7, 5-14/5, REMOVE, 4-14/2

2.5" RMC, 3-14/7, 4-14/5, INSTALL 2-CAT6, 2-RC, REMOVE 2-CAT5E

ID# 028-201-B

ID# 028-201-A

ID# 028-201-C

01&502&5 01&6

02&6

SIGNAL FACES

300mm

300mm

R

Y Y

G

300mm

R

Y

G

1,5 2,3,4,6,7,8

R

Y

G

200mm

FACES 3, 4 & 9 HAVE TUNNEL VISORS.

WITH YELLOW RETROREFLECTIVE BORDER.

FACES 1,2,3,4,5 & 6 HAVE BACKPLATES

ALL INDICATIONS HAVE LED LAMPS.

NONE 1

5'

C

B

D

C O

O R

D

IN

A T E G

R

N N

E C

T

IC

U T

SD6

SD2

B

C

C

D

TCS-02

CONC.

WALK

CONC.

WALK

EXISTING HANDHOLE.

CLEAN EXISTING HANDHOLE(S). WORK TO BE PAID FOR UNDER ITEM NO. 1010060 - CLEAN

EXISTING CONDUIT.

CLEAN EXISTING CONDUIT(S). WORK TO BE PAID FOR UNDER ITEM NO. 1008908 - CLEAN

LOCATION OF FRONTIER SNET #264.

EVERSOURCE TO FURNISH AND INSTALL NEW REPLACEMENT POLE AT EXISTING ●

COORDINATE AND SCHEDULE THE FOLLOWING WORK BY THE UTILITY COMPANIES:

REMOVE EXISTING RMC RISER ON POLE 264 AND EXISTING SERVICE.

TO FURNISH AND INSTALL THE SERVICE RISER AND LINE-SIDE CONDUCTORS.

(METERED). BOND AND GROUND RMC SWEEP PER EVERSOURCE REQUIREMENTS. EVERSOURCE

WITH A PVC FEMALE ADAPTER. TO BE PAID FOR UNDER ITEM NO. 1017032A SERVICE

INSTALL A 3" RMC SWEEP AT THE SERVICE POLE AND ATTACH TO THE SERVICE CONDUIT

D.O.T. SIGNAL LAB AT DOT.SIGNALLAB@CT.GOV 45 DAYS PRIOR TO INSTALLATION.

CONTRACTOR TO COORDINATE THE INSTALLATION OF CELLULAR MODEM WITH CONNECTICUT

DETECTOR AND THE CONTROLLER CABINET.

REPRESENTATIVE. DETECTOR CABLES ARE TO BE INSTALLED CONTINUOUS BETWEEN EACH

EXACT LOCATIONS SHALL BE DETERMINED BY THE MANUFACTURER OR THEIR DESIGNATED

DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY.

INSTALL RADAR DETECTORS MOUNTED ON MAST ARM ID #028-201-B & 028-201-C.

028-201-C.

REPLACE EXISTING VIDEO-360 CAMERAS MOUNTED ON MAST ARM ID #028-201-B &

INSTALL STATE FURNISHED CELLULAR MODEM (ITEM #1108208A).

INSTALL NEW CABINET ON EXISTING FOUNDATION AND INSTALL NEW CONTROLLER.

ITEM NO. 1108117A - FULL ACTUATED CONTROLLER 16 PHASE.

REMOVE PROGRAMMED FLASH AND REVISE TIMINGS AS SHOWN. WORK TO BE PAID UNDER

TO BE REMOVED BACK TO CABINET.

SERVING LOOPS SHALL BE REMOVED. LOOP CABLES IN CONDUIT AND MESSENGER WIRE

EXISTING CONDUIT SERVING LOOP DETECTORS TO BE ABANDONED. HANDHOLES ONLY

PROVISION, 1.07 - LEGAL RELATIONS AND RESPONSIBILITIES.

COORDINATE WITH UTILITY COMPANY REPRESENTATIVES LISTED IN THE SPECIAL

DIRECTED BY THE ENGINEER.

STATE FORCES TO STAKE ALL R.O.W. PRIOR TO EXCAVATION UNLESS OTHERWISE

REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISIONS.

ENGINEERING PRIOR TO INSTALLATION.

PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE DIVISION OF TRAFFIC

ANY PROPOSED REVISIONS TO THE LOCATION OF THE APPURTENANCES SHOWN ON THE

ALL TRAFFIC SIGNAL EQUIPMENT IS EXISTING EXCEPT AS NOTED.

230'

ROUTE 16

(MI

DDLETOWN R

D.)

D W

W

W

W

W

INSTALL 3" PVC, 8/3 SERVICE

14/7, 14/5

D6A

D2A

ROUTE 16 (MIDDLETOWN ROAD) AT ROUTE 149 (WESTCHESTER ROAD)

TOWN:

C:\Users\LussierKA\State of Connecticut\0172-0549 - Design\Traffic\Contract_Plans\TR_ASSET_028-201.dgn FILE NAME: lussierka 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

EXISTING CONTROLLER

PROPOSED HANDHOLEDET. LEADS IN SAW CUT

AUXILIARY EQUIPMENT CABINETEXISTING WOOD SPAN POLE

PROPOSED SUPPORT STRUCTURE

EXISTING STEEL SPAN POLE

PROPOSED UTILITY POLE

EXISTING UTILITY POLE AUDIO DETECTOR

POLE ANCHOR

LOOP DETECTOR

CABLE CLOSURE

PROPOSED CONTROLLER

EXISTING HANDHOLE

EXISTING RMC

PROPOSED RMC DETECTION ZONE

G

RED

VIDEO CAMERA CABLEVC

D.W.

FL.

ǾW

COLCHESTER

RC RADAR CABLE

TRAFFIC DATE ELECTRICAL DATE

ENGINEER

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

APPROVED DATE

REV #

ENERGY BY - STATE ADDRESS #

MAINT LEVEL 5 SERVICE POLE - SNET 264

METERED SERVICE

TECHNICAL NOTES OFFICE RECORD

REV # TIR # SM # SIGNAL REVISED:

R E

V

D A

T E

R E

V

IS

IO

N

D E

S C

R

IP

T

IO

N

360° CAMERA ASSEMBLY

THERMAL DETECTOR

IP VIDEO DETECTOR

INTERSECTION # 028-201

RADIO ANTENNA

Y

R

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

STANDARD OVERLAP SKIP FEATURES APPLY

E

E

1 1

RRRRRRRYGRRRRRRR9

RRRRRRRRRRYGRRRY8

RYGRRRRRRRRRRRRY7

RYGRRRRRRRRRRRRY6

RRRRY R RRRRRYGRRRY5

RRRRRRRYGRRRRRRR4

RRRRRRRYGRRRRRRR3

RRRRRRRRRRYGRRRY2

RYGRRRRRRRRRRY R RY1

F A

C E

CLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNFLASH

PHASE 9PHASE 8PHASE 7PHASE 6PHASE 5PHASE 4PHASE 3PHASE 2PHASE 1NTOR

MOVEMENT DIAGRAM

THIS PHASETHIS PHASEINIT START

OFFOFFOFFMIN RECALLNON-LOCKNON-LOCKOFFMIN RECALLNON-LOCKMODE

MIN GAP

TTR

TBR

2525MAX INIT

0.70.7ADD INIT

3.01.02.13.01.0RED

5.03.04.45.03.0YELLOW

3517303517MAX 2

3517303517MAX 1

2.511.52.51VEH EXT

1PED CLR

15WALK

1557155MIN GRN

IN

T

E R

V A

L S

PRESENCEVIDEO 3606' X 35'32SD6

PRESENCEVIDEO 3606' X 35'31SD2

PULSERADAR6' X 6'55D6A

PRESENCERADAR6' X 165'54D6

PRESENCEVIDEO 3606' X 35'21D5

8" DELAYVIDEO 360SEE PLAN25D4A

8" DELAYVIDEO 360SEE PLAN20D4

PULSERADAR6' X 6'51D2A

PRESENCERADAR6' X 165'50D2

PRESENCEVIDEO 3606' X 35'17D1

MODETYPESIZE (WxL)

NO.

DETECTOR

IDENT

DETECTORS

FUTUREMAX 2

DAILYALL TIMESMAX 1

NONEFLASH

%SECDAYSTIMEFUNCTION

OFFSET

CYCLE

PROGRAM

MASTER

COORDINATION TYPE: CELL MODEMSYSTEM LOC

199810'3'35'19'028-201-C

199835'18'028-201-A

INSTALLED

YEAR

CAMERA

360 DEGREE

RISER FOR

VERTICAL

ORIENTATION

BRACKET

CAMERA

MOUNT

VERTICAL

DETECTOR

RADAR

LENGTH

ARM

HEIGHT

ATTACHMENT

APPROX. ARM

ID #

MAST ARM INFORMATION

PHASING DIAGRAM

SCALE: 1"=40'

CONSTRUCTION NOTES:

REPLACED VIDEO 360 CAMERAS; INSTALLED RADAR DETECTION & CELLULAR MODEM;

REPLACED CONTROLLER & CABINET; REMOVED PROGRAMMED FLASH; REVISED

TIMINGS; AND INSTALLED METERED SERVICE UNDER PROJECT 0172-0549.

30" X 30" HANDHOLE. ALL OTHERS TYPE II.

ALL CROSSWALKS ARE BAR TYPE.

STATE TO MAINTAIN ALL SIGNS AND PAVEMENT MARKINGS.

NOTES:

EXISTING 31-1625

EXISTING 31-1626

EXISTING 31-0222

EXISTING 31-0282

EXISTING MAST ARM MTD. 31-0183

SIGN LEGEND:

K. LUSSIER

K. LUSSIER

K. LUSSIER

J. LOCKABY

CONROY

LISA N.

J. KULJIS

CONROY

LISA N.

A

B

C

19983'50'16'

199810'40'16'028-201-B

INSTALLED

YEAR

CAMERA

360 DEGREE

RISER FOR

VERTICAL

ORIENTATION

BRACKET

CAMERA

MOUNT

VERTICAL

DETECTOR

RADAR

LENGTH

ARM

HEIGHT

ATTACHMENT

APPROX. ARM

ID #

TWIN MAST ARM INFORMATION

D

E

E

D

C. NETTLETON

C. NETTLETON

J. RODRIGUEZ

06/2026

03.03

HH

HH

HH

HH

HH

EVERSOURCE

#7207

EVERSOURCE

#7204

EVERSOURCE

#8029

EVERSOURCE

#8029W/UG

EVERSOURCE

#7204W/METER

CL&P#7203W/UG

HELCO#7202W/UG

CL&P#8030W/UG

HH

N O

N A

C C

E S S H

W Y L

IN

E

N O

N A

C C

E S S H

W Y L

IN

E A

P P

R O

X . S

T R

E E T L

IN

E

A P P

R O

X . S

T R

E E T L

IN

E

APPROX. HIG

HWAY LINE

APPROX. HIGHWAY LINE

APPROX. HIGHWAY LINE

N/F

KELSEY ENTERPRISES LLC

N/F6 LIBERTY WAY LLC

109'165'

165'

83 (2011)

C O

O R

D

IN

A T E G

R

N N

E C

T

IC

U

ROUTE 156 (WEST MAIN ST.) AT S.S.R. 449 (ROCKY NECK CONNECTOR)

C:\Users\LussierKA\State of Connecticut\0172-0549 - Design\Traffic\Contract_Plans\TR_CP_0172-0549_SIGNAL_044-208.dgn FILE NAME: lussierka 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

EXISTING CONTROLLER

PROPOSED HANDHOLEDET. LEADS IN SAW CUT

AUXILIARY EQUIPMENT CABINETEXISTING WOOD SPAN POLE

PROPOSED SUPPORT STRUCTURE

EXISTING STEEL SPAN POLE

PROPOSED UTILITY POLE

EXISTING UTILITY POLE AUDIO DETECTOR

POLE ANCHOR

LOOP DETECTOR

CABLE CLOSURE

PROPOSED CONTROLLER

EXISTING HANDHOLE

EXISTING RMC

PROPOSED RMC DETECTION ZONE

G

RED

VIDEO CAMERA CABLEVC

D.W.

FL.

ǾW

EAST LYME

RC RADAR CABLE

TRAFFIC DATE ELECTRICAL DATE

ENGINEER

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

APPROVED DATE

REV #

ENERGY BY - STATE ADDRESS #

MAINT LEVEL 4 SERVICE POLE - CL&P 8030

METERED SERVICE

TECHNICAL NOTES OFFICE RECORD

REV # TIR # SM # SIGNAL REVISED:

R E

V

D A

T E

R E

V

IS

IO

N

D E

S C

R

IP

T

IO

N

360° CAMERA ASSEMBLY

THERMAL DETECTOR

IP VIDEO DETECTOR

INTERSECTION # 044-208

RADIO ANTENNA

Y

R

TCS-03

0172-0549

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

B

CABINET. WORK TO BE PAID UNDER ITEM NO. 0952001A - SELECTIVE CLEARING AND THINNING.

TRIM TREE BRANCHES/VEGETATION TO ENSURE LINE OF SIGHT TO DETECTION AREAS AND ACCESS TO CONTROLLER

AND RESPONSIBILITIES.

COORDINATE WITH UTILITY COMPANY REPRESENTATIVES LISTED IN THE SPECIAL PROVISION, 1.07 - LEGAL RELATIONS

REMOVE EXISTING RMC RISER ON POLE 8030, LB FITTING CONDUIT, AND EXISTING SERVICE CABLE.

DETECTOR AND THE CONTROLLER CABINET.

OR THEIR DESIGNATED REPRESENTATIVE.DETECTOR CABLES ARE TO BE INSTALLED CONTINUOUS BETWEEN EACH

DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY. EXACT LOCATIONS SHALL BE DETERMINED BY THE MANUFACTURER

ITEM NO. 1010907 - MODIFICATION OF EXISTING CONCRETE HANDHOLES.

MODIFY EXISTING HANDHOLE TO ACCEPT NEW CONDUIT. WORK TO BE PAID FOR UNDER

MOUNT ONE VIDEO-360 CAMERA AND ONE RADAR DETECTOR.

INSTALL LIGHT STANDARD (15' BRACKET, 30' MOUNTING HEIGHT) AND FOUNDATION 5' FROM THE EDGE OF THE ROAD.

INSTALL RADAR DETECTOR MOUNTED ON SPAN POLE ID# 044-208-A.

SIGNAL LAB AT DOT.SIGNALLAB@CT.GOV 45 DAYS PRIOR TO INSTALLATION.

CONTRACTOR TO COORDINATE THE INSTALLATION OF CELLULAR MODEM WITH CONNECTICUT D.O.T.

INSTALL STATE FURNISHED CELLULAR MODEM (ITEM #1108208A).

INSTALL NEW CABINET ON EXISTING FOUNDATION AND INSTALL NEW CONTROLLER.

- FULL ACTUATED CONTROLLER 16 PHASE.

REMOVE PROGRAMMED FLASH AND REVISE TIMINGS AS SHOWN. WORK TO BE PAID UNDER ITEM NO. 1108117A

REMOVED. LOOP CABLES IN CONDUIT TO BE REMOVED BACK TO CABINET.

EXISTING CONDUIT SERVING LOOP DETECTORS TO BE ABANDONED. HANDHOLES ONLY SERVING LOOPS SHALL BE

STATE FORCES TO STAKE ALL R.O.W. PRIOR TO EXCAVATION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISION.

FOR REVIEW AND APPROVAL BY THE DIVISION OF TRAFFIC ENGINEERING PRIOR TO INSTALLATION.

ANY PROPOSED REVISIONS TO THE LOCATION OF THE APPURTENANCES SHOWN ON THE PLAN MUST BE SUBMITTED

ALL TRAFFIC SIGNAL EQUIPMENT IS EXISTING EXCEPT AS NOTED.

CLEAN EXISTING HANDHOLE(S). WORK TO BE PAID FOR UNDER ITEM NO. 1010060 - CLEAN EXISTING HANDHOLE.

CLEAN EXISTING CONDUIT(S). WORK TO BE PAID FOR UNDER ITEM NO. 1008908 - CLEAN EXISTING CONDUIT.

REQUIREMENTS. EVERSOURCE TO FURNISH AND INSTALL THE SERVICE RISER AND LINE-SIDE CONDUCTORS.

TO BE PAID FOR UNDER ITEM NO. 1017032A SERVICE (METERED). BOND AND GROUND RMC SWEEP PER EVERSOURCE

INSTALL A 3" RMC SWEEP AT THE SERVICE POLE AND ATTACH TO THE SERVICE CONDUIT WITH A PVC FEMALE ADAPTER.

C

5 5

NONE

B

D

C

12" R

Y

G

8"

R

Y

G

SIGNAL FACES

ALL INDICATIONS HAVE LED LAMPS.

2,3,5

12"

12"

R

Y Y

G

12"

12"

R

YY

G

D2

SD2

D1 D2A

SD2A

SD2B

D4A D4

SIGN LEGEND

5 5

PHASING DIAGRAM:

NOTES:

D

E

E

F

F

LRC LONG RANGE CABLE

SPAN POLE INFORMATION

ID #

POLE

LENGTH

BOLT

CIRCLE

LOAD AT

YIELD

(LBS.)

YEAR

INSTALLED

CONSTRUCTION NOTES:

MOVEMENT DIAGRAM

NTOR PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 PHASE 8 PHASE 9

FLASH GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL

F A

C E

GY R

G Y R

G Y R

G Y

R

R

RR

RRR

RRR

RRR

RRR

RRR

RRR

RRR

RRR

G Y R

G Y R

Y

Y

Y

Y

R

R

STANDARD OVERLAP SKIP FEATURES APPLY

IN

T

E R

V A

L S

MIN GRN 5

WALK

PED CLR

VEH EXT 1.5

MAX 1 10

MAX 2

YELLOW

RED

ADD INIT

MAX INIT

TBR

TTR

MIN GAP

MODE

INIT START

3.0

1.0

4.1

1.3 1.0

3.1

2.5

1.5

THIS PHASE

OFFMIN RECALLNON-LOCK NON-LOCK OFF OFF OFF OFF OFF

G G G

GGG

Y

R R Y R

044-208-A 30' 20" 7800 1994

ID #044-208-A

A. MERMELSTEIN

K. LUSSIER

J. LOCKABY

CONROY

LISA N.

A. MERMELSTEIN

D

D

D

B

B

A

A

C

E

E

A EXISTING 31-0223

B EXISTING 31-0222

C EXISTING 31-1546 (KEEP RT.)

D EXISTING 31-0268

E EXISTING 31-0370

F EXISTING 31-0536 (STOP)

F

INSTALLED LIGHT STANDARD IN SW CORNER; INSTALLED VIDEO 360 CAMERA,

RADAR DETECTION & CELLULAR MODEM; REPLACED CONTROLLER & CABINET;

REMOVED FLASHING OPERATION; REVISED TIMINGS; AND INSTALLED METERED SERVICE

UNDER PROJECT 0172-0549.

PHASE 1

PHASE 2

PHASE 4

S .S .R

R O

C K Y N

E C

K C

O N

N E C

TO

R

ROUTE 156 (W

EST MAIN STREE

T)

ROUTE 156 (WEST MAIN STREET)

LIB

E R

TY

W

A Y

14/5, REMOVE 2-14-/2

14/25, 2-14/5, INSTALL LRC, 2-RC, 3-14/2

14/25, 3-14/5, INSTALL LRC, 2-RC, REMOVE 3-14/2

14/25, 14/9, 14/7, 3-14/5, INSTALL LRC, 2-RC, REMOVE 3-14/2

14/9, 14/5, INSTALL LRC, RC, REMOVE 2-14/2

2" RMC, INSTALL LRC, RC, REMOVE 2-14/2

14/7, 2-14/5, INSTALL RC, REMOVE 14/2

14/7, 14/5, INSTALL RC, REMOVE 14/2

14/5, INSTALL RC, REMOVE 14/2

2" RMC, 14/5, REMOVE 14/2

2" RMC, 14/5

2" RMC, 6/2 SERVICE, REMOVE 2-14/2

2" RMC, 6/2 SERVICE, REMOVE 4 #14

ABANDONED 1" RMC, REMOVE 8/2 SERVICE

2" RMC, 14/25, 2-14/5, INSTALL LRC, 2-RC, REMOVE 3-14/2

2" RMC, 14/5

2" RMC, 14/5, INSTALL LRC, RC, REMOVE 2-14/2

ABANDONED 2" RMC, REMOVE 14/2

ABANDONED 2" RMC, REMOVE 14/2

STATE TO MAINTAIN ALL SIGNS AND PAVEMENT MARKINGS ON ROUTE 156 AND SSR 449.

PRESENCEVIDEO 3606' X 35'32SD2B

PRESENCEVIDEO 3606' X 35'31SD2A

PRESENCEVIDEO 3606' X 35'30SD2

8" DELAYVIDEO 3606' X 35'25D4A

PRESENCEVIDEO 3606' X 35'20D4

PRESENCERADAR6' X 130'51D2A

PRESENCERADAR6' X 130'50D2

PRESENCEVIDEO 3606' X 35'17D1

MODETYPESIZE (WxL)

NO.

DETECTOR

IDENT

DETECTORS

FUTUREMAX 2

DAILYALL TIMESMAX 1

NONEFLASH

%SECDAYSTIMEFUNCTION

OFFSET

CYCLE

PROGRAM

MASTER

COORDINATION TYPE: CELL MODEMSYSTEM LOC

J. RODRIGUEZ

J. KULJIS

CONROY

LISA N.

INSTALL 3" PVC, SERVICE CABLE

C. NETTLETON

C. NETTLETON

WRONG WAY DETECTION SYSTEM (SERVICE)

06/2026

06/2026

INSTALL 2" RMC LRC, RC

03.04

TO CHAPMAN FARMS (PVT) AND ROXBURY ROAD

ROUTE 161 (FLANDERS RD./ PENNSYLVANIA AVE.) AT EAST PATTAGANSETT ROAD, DRIVE

EAST LYME

TRAFFIC DATE ELECTRICAL DATE

ENGINEER

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

APPROVED DATE

REV #

ENERGY BY - TOWN ADDRESS #

MAINT LEVEL - 5 SERVICE POLE - CL&P 6834

METERED SERVICE

TECHNICAL NOTES OFFICE RECORD

REV # TIR # SM # SIGNAL REVISED:

INTERSECTION # 044-215

0172-0549

C:\Users\LussierKA\State of Connecticut\0172-0549 - Design\Traffic\Contract_Plans\TR_ASSET_044-215.dgn FILE NAME: NettletonCD 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

EXISTING CONTROLLER

PROPOSED HANDHOLEDET. LEADS IN SAW CUT

AUXILIARY EQUIPMENT CABINETEXISTING WOOD SPAN POLE

PROPOSED SUPPORT STRUCTURE

EXISTING STEEL SPAN POLE

PROPOSED UTILITY POLE

EXISTING UTILITY POLE AUDIO DETECTOR

POLE ANCHOR

LOOP DETECTOR

CABLE CLOSURE

PROPOSED CONTROLLER

EXISTING HANDHOLE

EXISTING RMC

PROPOSED RMC DETECTION ZONE

G

RED

VIDEO CAMERA CABLEVC

D.W.

FL.

ǾW

RC RADAR CABLE

R E

V

D A

T E

R E

V

IS

IO

N

D E

S C

R

IP

T

IO

N

360° CAMERA ASSEMBLY

THERMAL DETECTOR

IP VIDEO DETECTOR

RADIO ANTENNA

Y

R

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

D R

C O

N C

W A L

K

R O

X B

U

Y

D R

W .R .R

W.R.R.

D R

45'

SNET

W .R .R

SNET

HYD.

CONC.WALK

13'

CL

W .R .R

W.R.R.

APPROX.

R .O .W

A P

P R

O X

R.O.W.

13'

18'

13'

13'

CL

CL

8' C

B

A

A

SNET

SNET

496S

ROUTE 161

(FLANDERS RD.)

ROUTE

(P

ENNSY

LV

ANI

A

AV

E)

APPROX.

R.O.W.

APPROX.

R.O .W.

APPROX.

R.O.W.

SNET

SNET

NO #

NO #

SNET

CL&P

SNET

CL&P

C O

NC

. W

AL

K

CONC.

W

AL

K

APPROX.

R.

O.

W

EAST PATTAGANSETT RD.

CB

CB

CB

10'

CB

CB

CB

CB

CB

CL

0'

DRIVE TO

CHAPMAN

55'

33'

12' 12'

85'

W

ABANDONED 2" RMC, REMOVE 14/2

ABANDONED 2" RMC, REMOVE 14/2

14/25, 14/7, REMOVE CAT5E, 2-14/2

14/15, 14/9, 14/7, 2-14/5, REMOVE CAT5E, 2-14/2

14/15, 14/9, 14/7, 14/5, REMOVE CAT5E, 2-14/2

14/9, 14/7, 14/5, REMOVE CAT5E, 2-14/2

14/7, 14/5, REMOVE CAT5E, 2-14/2

2" RMC 14/7

2" RMC 14/7, REMOVE 2-14/2

APPROX.

R .O.

W.

2" RMC 8/2, INSTALL 14/7, RC, REMOVE 14/7, 2-14/2

2" RMC 8/2, REMOVE 14/2

2" RMC 8/2

2" RMC INSTALL 14/7, RC, REMOVE 14/7, 14/2

2" RMC INSTALL 14/7, RC, REMOVE 14/7

W

2" RMC, 14/25, 14/7, REMOVE CAT5E, 2-14/2

50 RMC, 14/2

14/12, 2-14/9

14/12, 2-14/9, 14/5

14/25

2" RMC 14/25, 2-14/7, INSTALL LRC, RC, REMOVE CAT5E, 3-14/2

2" RMC INSTALL CAT6, REMOVE CAT5E

2" RMC, 14/25, 14/7

ABANDONED 2" RMC, REMOVE 8/3 (SERVICE)

14/9

14/12, 14/9

50 RMC 14/25, 2-14/7, 2-14/2

65 RMC 14/25, 2-14/7, 3-14/2

ID #044-215-B

ID #044-215-A

W

D5

F A R

M S (P

V T

D

D6A

SIGNAL FACES

12"

12"

R

Y Y

G

12" R

Y

G

8"

R

Y

G

7,8,9,10 2,3,4,5,6, SIGNAL FACES

11,121

FACES 9 AND 10 HAVE TUNNEL VISORS.

ALL INDICATIONS HAVE LED LAMPS.

TCS-04

SD2

SD2A

SD2B

SD2C

SD2D

D 2A

0'

SNET

D2

CONC.

W

AL

K

2" RMC 14/7, INSTALL 14/7, LRC, RC, REMOVE 14/7

C O

NC

. W

AL

K

CONC. W

ALK

W.R.R.

B

NO. 0952001A - SELECTIVE CLEARING AND THINNING

TRIM TREE BRANCHES/VEGETATION TO ENSURE LINE OF SIGHT TO DETECTION AREAS. WORK TO BE PAID UNDER ITEM

AND RESPONSIBILITIES.

COORDINATE WITH UTILITY COMPANY REPRESENTATIVES LISTED IN THE SPECIAL PROVISION, 1.07 - LEGAL RELATIONS

DETECTOR CABLES ARE TO BE INSTALLED CONTINUOUS BETWEEN EACH DETECTOR AND THE CONTROLLER CABINET.

EXACT LOCATIONS SHALL BE DETERMINED BY THE MANUFACTURER OR THEIR DESIGNATED REPRESENTATIVE.

DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY.

REMOVE EXISTING SERVICE CABLE.

AND FOUNDATION, NEW PEDESTRIAN PUSH BUTTON AND SIGNAL HEAD #12. MOUNT ONE RADAR DETECTOR.

REMOVE EXISTING PEDESTAL AND FOUNDATION, INSTALL LIGHT STANDARD (15' BRACKET, 30' MOUNTING HEIGHT)

AND FOUNDATION, AND NEW PEDESTRIAN PUSH BUTTON. MOUNT ONE 360-CAMERA AND ONE RADAR DETECTOR.

REMOVE EXISTING PEDESTAL AND FOUNDATION, INSTALL LIGHT STANDARD (15' BRACKET, 30' MOUNTING HEIGHT)

REMOVE EXISTING VIDEO-360 CAMERA MOUNTED ON SPAN POLE ID #044-215-B.

REPLACE EXISTING VIDEO-360 CAMERA MOUNTED ON SPAN POLE ID #044-215-A.

INSTALL STATE FURNISHED CELLULAR MODEM (ITEM #1108208A).

INSTALL NEW CABINET ON EXISTING FOUNDATION AND INSTALL NEW CONTROLLER.

- FULL ACTUATED CONTROLLER 16 PHASE.

REMOVE PROGRAMMED FLASH AND REVISE TIMINGS AS SHOWN. WORK TO BE PAID UNDER ITEM NO. 1108117A

REMOVED. LOOP CABLES IN CONDUIT AND MESSENGER WIRE TO BE REMOVED BACK TO CABINET.

EXISTING CONDUIT SERVING LOOP DETECTORS TO BE ABANDONED. HANDHOLES ONLY SERVING LOOPS SHALL BE

STATE FORCES TO STAKE ALL R.O.W. PRIOR TO EXCAVATION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISION.

FOR REVIEW AND APPROVAL BY THE DIVISION OF TRAFFIC ENGINEERING PRIOR TO INSTALLATION.

ANY PROPOSED REVISIONS TO THE LOCATION OF THE APPURTENANCES SHOWN ON THE PLAN MUST BE SUBMITTED

ALL TRAFFIC SIGNAL EQUIPMENT IS EXISTING EXCEPT AS NOTED.

CLEAN EXISTING HANDHOLE(S). WORK TO BE PAID FOR UNDER ITEM NO. 1010060 - CLEAN EXISTING HANDHOLE.

CLEAN EXISTING CONDUIT(S). WORK TO BE PAID FOR UNDER ITEM NO. 1008908 - CLEAN EXISTING CONDUIT.

FROM EXISTING CL&P #6834 TO PROPOSED STUB POLE.

EVERSOURCE TO FURNISH AND INSTALL NEW STUP POLE AND EXTEND SECONDARY SERVICE●

COORDINATE AND SCHEDULE THE FOLLOWING WORK BY THE UTILITY COMPANIES:

REQUIREMENTS. EVERSOURCE TO FURNISH AND INSTALL THE SERVICE RISER AND LINE-SIDE CONDUCTORS.

TO BE PAID FOR UNDER ITEM NO. 1017032A SERVICE (METERED). BOND AND GROUND RMC SWEEP PER EVERSOURCE INSTALL A 3" RMC SWEEP AT THE SERVICE POLE AND ATTACH TO THE SERVICE CONDUIT WITH A PVC FEMALE ADAPTER.

D.O.T. SIGNAL LAB AT DOT.SIGNALLAB@CT.GOV 45 DAYS PRIOR TO INSTALLATION.

CONTRACTOR TO COORDINATE THE INSTALLATION OF CELLULAR MODEM WITH CONNECTICUT

D

B

C

E

E

F

F

C

NONE

ID

#T

BD

3" P

VC,

S

ERVI

CE

CABL

E

G

G

LRC LONG RANGE CABLE

SCALE 1"=40'

TO BE G IF PHASE 6 IS NEXT.

STANDARD OVERLAP SKIP FEATURES APPLY

199910'20"28'044-215-B

199910'20"30'044-215-A

INSTALLED

YEAR

CAMERA

360 DEGREE

RISER FOR

VERTICAL

LENGTH

BRACKET

CAMERA

CIRCLE

BOLT

LENGTH

POLE

ID #

SPAN POLE INFORMATION

PRESENCEVIDEO 3606' X 35'32SD2D

PRESENCEVIDEO 3606' X 35'31SD2C

PRESENCEVIDEO 3606' X 35'30SD2B

PRESENCEVIDEO 3606' X 35'29SD2A

PRESENCEVIDEO 3606' X 35'28SD2

8" DELAYVIDEO 360SEE PLAN25D6A

8" DELAYVIDEO 360SEE PLAN22D6

8" DELAYVIDEO 360SEE PLAN21D5

PRESENCERADAR6' x 130'51D2A

PRESENCERADAR6' x 130'50D2

MODETYPESIZE (WxL)

NO.

DETECTOR

IDENT

DETECTORS

FUTUREMAX 2

DAILYALL TIMESMAX 1

NONEFLASH

%SECDAYSTIMEFUNCTION

OFFSET

CYCLE

PROGRAM

MASTER

COORDINATION TYPE: CELL MODEMSYSTEM LOC

M A

T C

H M

A R

K

A

M A

T C

H M

A R

K

A

DETECTION ZONE BEGINS 150' FROM STOP BAR

EXISTING 41-0434

EXISTING SPAN MTD. 31-0138

EXISTING 31-0526Z

SIGNS:

A

B

C

CONSTRUCTION NOTES:

REPLACED PEDESTALS IN NW & SE CORNERS WITH LIGHT STANDARDS; REPLACED

VIDEO 360 CAMERAS; INSTALLED RADAR DETECTION & CELLULAR MODEM; REPLACED

CONTROLLER & CABINET; REMOVED FLASHING OPERATION; REVISED TIMINGS; AND

K. LUSSIER

K. LUSSIER

K. LUSSIER

J. LOCKABY

CONROY

LISA N.

CONROY

LISA N.

J. KULJIS

D

INSTALLED METERED SERVICE UNDER PROJECT 0172-0549.

PHASING DIAGRAM

O2

O3

O5

O6

ONONOFFOFFFL. SIGN

RYGGGGRRRRRRR12

RRRRYGRRRRRRR11

RRRRRRRYGGGGY10

RRRRRRRYGGGGY9

RRRRRRRYGGGGY8

RYGGGGRRRRRRR7

RYGGGGRRRRRRR6

RRRRYGRRRRRRR5

RRRRRRRYGGGGY4

GGGRRRRYGGGGY3

RRRRRRRYGGGGY2

GY G GRRRRYGGGGY1

F A

C E

CLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNFLASH

PHASE 9PHASE 8PHASE 7PHASE 6PHASE 5PHASE 4PHASE 3PHASE 2PHASE 1NTOR

MOVEMENT DIAGRAM

THIS PHASEINIT START

OFFOFFOFFNON-LOCKNON-LOCKOFFNON-LOCKMIN RECALLOFFMODE

MIN GAP

TTR

TBR

MAX INIT

ADD INIT

1.01.02.00RED

3.43.44.01.0YELLOW

2011535MAX 2

2011535MAX 1

2.02.02.5VEH EXT

1PED CLR

16WALK

66516MIN GRN

IN

T

E R

V A

L S

1 1

1 1

30" X 30" CONCRETE HANDHOLE. ALL OTHERS TYPE II.

ALL CROSSWALKS ARE BAR TYPE.

OTHERS TO MAINTAIN PAVEMENT MARKINGS ON DRIVE TO CHAPMAN FARMS.

ROXBURY RD.

TOWN TO MAINTAIN CENTERLINE ON EAST PATTAGANSET RD. AND

AND ALL STOP BARS EXCEPT ON DRIVE TO CHAPMAN FARMS.

STATE TO MAINTAIN ALL SIGNS AND PAVEMENT MARKINGS ON ROUTE 161,

NOTES:

J. RODRIGUEZ

C. NETTLETON

C. NETTLETON

06/2026

03.05

FRONTIER

305 W/UG

FRONTIER

ATT 301

NOT ON USE FRONTIER

U POLE

NOT TAG

W/UG

FRONTIER

FRONTIER

FRONTIER

304S FRONTIER

301S

N O

N A

C C

E S S H

W Y L

IN

E

NON ACCESS HWY LINE

NON ACCESS HWY LINE

APPROX. HIGHWAY LINE

APPROX. HIGHWAY LINE

220'

220'

5'

AND RESPONSIBILITIES.

COORDINATE WITH UTILITY COMPANY REPRESENTATIVES LISTED IN THE SPECIAL PROVISION, 1.07 - LEGAL RELATIONS

SECONDARY SERVICE TO FRONTIER #304S.

EVERSOURCE TO INSTALL A NEW TRANSFORMER AT FRONTIER #304 AND EXTEND ●

COORDINATE AND SCHEDULE THE FOLLOWING WORK BY THE UTILITY COMPANIES:

DETECTOR AND THE CONTROLLER CABINET.

OR THEIR DESIGNATED REPRESENTATIVE. DETECTOR CABLES ARE TO BE INSTALLED CONTINUOUS BETWEEN EACH

DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY. EXACT LOCATIONS SHALL BE DETERMINED BY THE MANUFACTURER

REMOVE EXISTING SERVICE CABLE.

REQUIREMENTS. EVERSOURCE TO FURNISH AND INSTALL THE SERVICE RISER AND LINE-SIDE CONDUCTORS.

TO BE PAID FOR UNDER ITEM NO. 1017032A - SERVICE (METERED). BOND AND GROUND RMC SWEEP PER EVERSOURCE

INSTALL A 3" RMC SWEEP AT THE SERVICE POLE AND ATTACH TO THE SERVICE CONDUIT WITH A PVC FEMALE ADAPTER.

CONNECTICUT D.O.T. SIGNAL LAB AT DOT.SIGNALLAB@CT.GOV 45 DAYS PRIOR TO INSTALLATION.

CONTRACTOR TO COORDINATE THE INSTALLATION OF RADIO ANTENNA FOR TIME BASED COORDINATION WITH

RADIO TO BE INSTALLED AT ALL SYSTEM LOCATIONS.

INSTALL WIRELESS RADIO SYSTEM TO COORDINATE THIS INTERSECTION IN THE TIME BASED SYSTEM. WIRELESS

RADIO ANTENNA MOUNTED ON SPAN POLE ID# 057-212-A.

REMOVE EXISTING 360-CAMERA AND INSTALL NEW VIDEO 360-CAMERA TWO RADAR DETECTORS AND WIRELESS

INSTALL NEW CABINET ON EXISTING FOUNDATION AND INSTALL NEW CONTROLLER.

WORK TO BE PAID UNDER ITEM NO. 1108117A - FULL ACTUATED CONTROLLER 16 PHASE.

PROGRAM SPLITS, CYCLE LENGTHS AND OFFSETS IN CONTROLLER AND DISCONNECT EXISTING TIME CLOCK.

REMOVE PROGRAMMED FLASH, AND REVISE TIMINGS, PHASE 2 MODE & FREE OPERATION AS SHOWN.

REMOVED. LOOP CABLES IN CONDUIT AND MESSENGER WIRE TO BE REMOVED BACK TO CABINET.

EXISTING CONDUIT SERVING LOOP DETECTORS TO BE ABANDONED. HANDHOLES ONLY SERVING LOOPS SHALL BE

STATE FORCES TO STAKE ALL R.O.W. PRIOR TO EXCAVATION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISION.

FOR REVIEW AND APPROVAL BY THE DIVISION OF TRAFFIC ENGINEERING PRIOR TO INSTALLATION.

ANY PROPOSED REVISIONS TO THE LOCATION OF THE APPURTENANCES SHOWN ON THE PLAN MUST BE SUBMITTED

ALL TRAFFIC SIGNAL EQUIPMENT IS EXISTING EXCEPT AS NOTED.

CLEAN EXISTING CONDUIT(S). WORK TO BE PAID FOR UNDER ITEM NO. 1008908 - CLEAN EXISTING CONDUIT.

C

8"

R

Y

G

SIGNAL FACES

12"

12"

R

Y Y

G

FACE 5 HAS TUNNEL VISORS AND LOUVERS.

ALL INDICATIONS HAVE LED LAMPS

12" R

Y

G

3,42,6

12" R

Y

YIELD PT.

ROUTE 164 (PRESTON RD.) AT S.R. 629 (FRONTAGE RD.) AND I-395 S.B. ON RAMP

C:\Users\LussierKA\State of Connecticut\0172-0549 - Design\Traffic\Contract_Plans\TR_CP_0172-0549_SIGNAL_057-212.dgn FILE NAME: lussierka 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

EXISTING CONTROLLER

PROPOSED HANDHOLEDET. LEADS IN SAW CUT

AUXILIARY EQUIPMENT CABINETEXISTING WOOD SPAN POLE

PROPOSED SUPPORT STRUCTURE

EXISTING STEEL SPAN POLE

PROPOSED UTILITY POLE

EXISTING UTILITY POLE AUDIO DETECTOR

POLE ANCHOR

LOOP DETECTOR

CABLE CLOSURE

PROPOSED CONTROLLER

EXISTING HANDHOLE

EXISTING RMC

PROPOSED RMC DETECTION ZONE

G

RED

VIDEO CAMERA CABLEVC

D.W.

FL.

ǾW

GRISWOLD

RC RADAR CABLE

TRAFFIC DATE ELECTRICAL DATE

ENGINEER

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

APPROVED DATE

REV #

ENERGY BY STATE ADDRESS #

MAINT LEVEL 3 SERVICE POLE - FRONTIER 304S

METERED SERVICE

TECHNICAL NOTES OFFICE RECORD

R E

V

D A

T E

R E

V

IS

IO

N

D E

S C

R

IP

T

IO

N

360° CAMERA ASSEMBLY

THERMAL DETECTOR

IP VIDEO DETECTOR

INTERSECTION # 057-212

RADIO ANTENNA

Y

R

TCS-05

0172-0549

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

(2

COORDINATE GRID

A D

REV # TIR # SM # SIGNAL REVISED:

6 1

PHASING DIAGRAM:

BASED COORDINATED SYSTEM ALONG ROUTE 164.

PLEASE SEE TCS-33 FOR WORK TO BE COMPLETED AT ADJACENT SIGNALIZED INTERSECTION 057-211 IN THE TIME

B

B

CONSTRUCTION NOTES:

MOVEMENT DIAGRAM

NTOR PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 PHASE 8 PHASE 9

FLASH GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL

F A

C E

NONE

RR R

RR R

RR R

RR R

RR R

RR R

RR R

RR R

RR R

RR R

RR R

G RY

G RY

YG G G RY

RY

G

Y R

Y

R

R

Y

Y

Y

IN

T

E R

V A

L S

MIN GRN 5 15 9

WALK 11

PED CLR 1

VEH EXT 2 2.5 3

MAX 1 11 30 24

MAX 2 11 30 24

YELLOW 3.0 4.2 3.7

RED 1.0 1.0 2.6

ADD INIT

MAX INIT

TBR

TTR

MIN GAP

MODE NON-LOCK MIN-RECALL OFF

INIT START THIS PHASE

NON-LOCK OFF OFF OFF OFF OFF

SD2 D1

SD2A

D2

D2A

D4D4A

A. MERMELSTEIN

A. MERMELSTEIN

K. LUSSIER

J. LOCKABY

CONROY

LISA N.

STANDARD OVERLAP SKIP FEATURES APPLY

ARTERY PHASE DETECTION AREAS TO BE NON-ACTUATING DURING COORDINATION.

S .R

. 6

(F R

O N

TA

G

E R

D

I-3 S.B

. O N R

A M

P

ROUTE 164 (PRESTON RD.)

ROUTE 164 (PRESTON RD.)

SIGN LEGEND:

A EXIST. 31-0282

B EXIST. 31-0802

C EXIST. 31-0135

D EXIST. 31-0222

NOTES:

STATE TO MAINTAIN ALL SIGNS AND PAVEMENT MARKINGS.

INSTALLED RADAR DETECTION & WIRELESS RADIO; REPLACED 360-CAMERA,

CONTROLLER & CABINET; REMOVED FLASHING OPERATION; REVISED TIMINGS,

PHASE 2 MODE & FREE OPERATION; AND INSTALLED METERED SERVICE UNDER

14/9, 14/5

2-14/9, 14/5

2" RMC, 14/7

14/12, 2-14/9, 14/7, 14/5

2" RMC, 14/5, REMOVE 14/2

2" RMC, 14/5, REMOVE 2-14/2

2" RMC INSTALL 2-CAT6

2" RMC, 14/21, 2-14/5, INSTALL 2-RC

ABANDONED 1" RMC, REMOVE 2#8 (SERVICE)

ABANDONED 2" RMC, REMOVE 14/2

ID #057-212-A

ID #057-212-B

14/5

14/12, 2-14/9, 14/5

ABANDONED 2" RMC, REMOVE 14/2

A A

B

D

C

A A

0 1

0 2

0 4

2-14/21, 14/5

PROJECT 0172-0549.

WORK AT ADJACENT INTERSECTOINS:

DWW

0.8

D2C

D2B

PRESENCEVIDEO 36028' X 10'32DWW

PRESENCEVIDEO 3606' X 35'31SD2A

PRESENCEVIDEO 3606' X 35'30SD2

PRESENCEVIDEO 360SEE PLAN25D4A

PRESENCEVIDEO 3606' X 50'20D4

PULSERADAR6' X 6'53D2C

PULSERADAR6' X 6'52D2B

PRESENCERADAR6' X 145'51D2A

PRESENCERADAR6' X 145'50D2

PRESENCEVIDEO 3606' X 35'17D1

MODETYPESIZE (WxL)

NO.

DETECTOR

IDENT

DETECTORS

2359-0500FREE

1175"DAILYALL OTHER TIMESPATTERN 1

FUTUREMAX 2

DAILYALL OTHER TIMESMAX 1

NONEFLASH057-212

%SECDAYSTIMEFUNCTION

OFFSET

CYCLE

PROGRAM

057-211

MASTER

COORDINATION TYPE: TBC - RADIOSYSTEM LOC

INTERSECTION #057-212 WIRELESSLY CONNECTED BY RADIO TO INTERSECTION

#057-211.

J. KULJIS

J. RODRIGUEZ

CONROY

LISA N.

INSTALL 3" PVC, SERVICE CABLE

C. NETTLETON

C. NETTLETON

SCALE: 1"=40'

1994780020"30'057-212-B

1994780010'2-3'20"30'057-212-A

INSTALLED

YEAR

(LBS.)

YIELD

LOAD AT

CAMERA

360 DEGREE

RISER FOR

VERTICAL

MOUNT

VERTICAL

DETECTOR

RADAR

CIRCLE

BOLT

LENGTH

POLE

ID #

SPAN POLE INFORMATION

06/2026

03.06

FRONT.

#53

SNET

#51

W/BOX (2)

NO TAG

W/UG

FRONT.

#50

SNET

#49

SNET

#48

W/UG

CLP

#61 NOT IN USE

CONC WALK

N O

N A

C C

E S

S H

W Y

L

IN

E

N O

N A

C C

E S S H

W Y L

IN

E

APPROX. HIGHWAY LINE

APPROX. HIGHWAY LINE

265'

265'

5'

ROUTE 138 (VOLUNTOWN RD.) AT S.R. 629 (FRONTAGE RD.) AND I-395 SOUTHBOUND OFF RAMP

C:\Users\LussierKA\State of Connecticut\0172-0549 - Design\Traffic\Contract_Plans\TR_CP_0172-0549_SIGNAL_057-213.dgn FILE NAME: lussierka 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

EXISTING CONTROLLER

PROPOSED HANDHOLEDET. LEADS IN SAW CUT

AUXILIARY EQUIPMENT CABINETEXISTING WOOD SPAN POLE

PROPOSED SUPPORT STRUCTURE

EXISTING STEEL SPAN POLE

PROPOSED UTILITY POLE

EXISTING UTILITY POLE AUDIO DETECTOR

POLE ANCHOR

LOOP DETECTOR

CABLE CLOSURE

PROPOSED CONTROLLER

EXISTING HANDHOLE

EXISTING RMC

PROPOSED RMC DETECTION ZONE

G

RED

VIDEO CAMERA CABLEVC

D.W.

FL.

ǾW

RC RADAR CABLE

TRAFFIC DATE ELECTRICAL DATE

ENGINEER

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

APPROVED DATE

REV #

ENERGY BY - STATE ADDRESS #

MAINT LEVEL 3 SERVICE POLE - #TBD

METERED SERVICE

TECHNICAL NOTES OFFICE RECORD

REV # TIR # SM # SIGNAL REVISED:

R E

V

D A

T E

R E

V

IS

IO

N

D E

S C

R

IP

T

IO

N

360° CAMERA ASSEMBLY

THERMAL DETECTOR

IP VIDEO DETECTOR

INTERSECTION # 057-213

RADIO ANTENNA

Y

R

TCS-06

0172-0549

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

(201 1)

C O

O R D

IN

A

TE

G

R

ID

AD 8

N N

EC

TI

C

4 4

STANDARD OVERLAP SKIP FEATURES APPLY

ARTERY PHASE DETECTION AREAS TO BE NON-ACTUATING DURING COORDINATION.

SIGNAL FACES

12"

12"

R

Y Y

G

ALL INDICATIONS HAVE LED LAMPS

12" R

Y

G

2,5 3,4

12" R

Y

B

EVERSOURCE TO FURNISH AND INSTALL NEW POLE ADJACENT TO CONTROLLER CABINET.●

COORDINATE AND SCHEDULE THE FOLLOWING WORK BY THE UTILITY COMPANIES:

REQUIREMENTS. EVERSOURCE TO FURNISH AND INSTALL THE SERVICE RISER AND LINE-SIDE CONDUCTORS.

TO BE PAID FOR UNDER ITEM NO. 1017032A SERVICE (METERED). BOND AND GROUND RMC SWEEP PER EVERSOURCE

INSTALL A 3" RMC SWEEP AT THE SERVICE POLE AND ATTACH TO THE SERVICE CONDUIT WITH A PVC FEMALE ADAPTER.

CLEAN EXISTING CONDUIT(S). WORK TO BE PAID FOR UNDER ITEM NO. 1008908 - CLEAN EXISTING CONDUIT.

AND RESPONSIBILITIES.

COORDINATE WITH UTILITY COMPANY REPRESENTATIVES LISTED IN THE SPECIAL PROVISION, 1.07 - LEGAL RELATIONS

REMOVE EXISTING SERVICE CABLE.

DETECTOR CABLES ARE TO BE INSTALLED CONTINUOUS BETWEEN EACH DETECTOR AND THE CONTROLLER CABINET.

EXACT LOCATIONS SHALL BE DETERMINED BY THE MANUFACTURER OR THEIR DESIGNATED REPRESENTATIVE.

DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY.

RADIO ANTENNA MOUNTED ON SPAN POLE ID# 057-213-A.

REMOVE EXISTING 360-CAMERA AND INSTALL NEW VIDEO 360-CAMERA, TWO RADAR DETECTORS AND WIRELESS

INSTALL NEW CABINET ON EXISTING FOUNDATION; AND INSTALL NEW CONTROLLER.

- FULL ACTUATED CONTROLLER 16 PHASE.

IN CONTROLLER AS SHOWN, AND DISCONNECT EXISTING TIME CLOCK. WORK TO BE PAID UNDER ITEM NO. 1108117A

REMOVE PROGRAMMED FLASH AND REVISE TIMINGS AS SHOWN. PROGRAM SPLITS, CYCLE LENGTHS AND OFFSETS

REMOVED. LOOP CABLES IN CONDUIT AND MESSENGER WIRE TO BE REMOVED BACK TO CABINET.

EXISTING CONDUIT SERVING LOOP DETECTORS TO BE ABANDONED. HANDHOLES ONLY SERVING LOOPS SHALL BE

STATE FORCES TO STAKE ALL R.O.W. PRIOR TO EXCAVATION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISION.

FOR REVIEW AND APPROVAL BY THE DIVISION OF TRAFFIC ENGINEERING PRIOR TO INSTALLATION.

ANY PROPOSED REVISIONS TO THE LOCATION OF THE APPURTENANCES SHOWN ON THE PLAN MUST BE SUBMITTED

ALL TRAFFIC SIGNAL EQUIPMENT IS EXISTING EXCEPT AS NOTED.

C

INSTALLED RADAR DETECTION & WIRELESS RADIO; REPLACED 360-CAMERA

CONTROLLER & CABINET; REMOVED FLASHING OPERATION; REVISED TIMINGS,

PHASE 2 MODE & FREE OPERATION; AND INSTALLED METERED SERVICE UNDER

C B

PROJECT 0172-0549.

TRAFFIC

PHASING DIAGRAM:

4 4

BASED COORDINATED SYSTEM ALONG ROUTE 138

PLEASE SEE TCS-33 FOR WORK TO BE COMPLETED AT ADJACENT SIGNALIZED INTERSECTION 057-210 IN THE TIME

INTERSECTION #057-213 WIRELESSLY CONNECTED BY RADIO TO INTERSECTION #057-210.

Z

GRISWOLD

NON ACCESS HWY LINE

NON ACCESS HWY LINE

APPROX. HIGHWAY LINE

D2

D2AD2C

D2B

MOVEMENT DIAGRAM

NTOR PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 PHASE 8 PHASE 9

FLASH GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL

F A

C E

RR R

RR R

RR R

RR R

RR R

RR R

RR R

RR R

G RY

G RY

G RY

RY

RY

G G GY

YIELD PT.

R

Y

Y

Y

Y

IN

T

E R

V A

L S

MIN GRN 5 15 7

WALK

PED CLR

VEH EXT 2 2.5 2

MAX 1 10 30 18

MAX 2 10 30 18

YELLOW 3.0 4.7 3.7

RED 1.0 1.6 1.4

ADD INIT

MAX INIT

TBR

TTR

MIN GAP

MODE NON-LOCK MIN RECALL OFF NON-LOCK

INIT START THIS PHASE

OFF OFF OFF OFF OFF

SD2

SD2A

D1

D4A D4

SYSTEM LOC COORDINATION TYPE: TBC - RADIO

MASTER

057-210

PROGRAM

CYCLE

OFFSET

FUNCTION TIME DAYS SEC %

057-213 FLASH NONE

MAX 1 ALL TIMES

MAX 2 FUTURE

PATTERN 1 ALL TIMES 60" 1 1

FREE 0001-0500

CONSTRUCTION NOTES:

SIGN LEGEND:

B EXIST. 31-0222

E B

C

C

H

H

C EXIST. 31-0278

ID #057-213-A

CELLULAR MODEM INSTALLED IN SIGNAL CABINET.

STATE TO MAINTAIN ALL SIGNS & PAVEMENT MARKINGS.

NOTES:

ROUTE 138 (VOLUNTOWN RD.)

ROUTE 138 (VOLUNTOWN RD.)

FF

R

A M

P

I- S

O U

TH

B O

U N

D

S .R

FR

O

N

TA

G E R

A. MERMELSTEIN

A. MERMELSTEIN

K. LUSSIER

J. LOCKABY

CONROY

LISA N.

14/5

2-14/7, 3-14/5

14/21

2-14/7, 2-14/5

2" RMC, INSTALL 2-CAT6

2" RMC, 14/21, INSTALL 2-RC

ABANDONED 1" RMC, REMOVE 2#8 (SERVICE)

14/7, 14/5

14/5

ABANDONED 2" RMC, REMOVE 3-14/2

ABANDONED 2" RMC, REMOVE 3-14/2

ABANDONED 2" RMC, REMOVE 14/2

2" RMC, REMOVE 14/2 (TO INT. # 57-210)

0 1

0 2

0 4

NONE

0.8

A EXIST. 31-0135

D EXIST. 31-1121

E

(BACK TO BACK)

& 31-1188

EXIST. 31-1178

F EXIST. 31-1627

G EXIST. 31-1629

H EXIST. 31-1123

D

E

D

B F

B G

A

WORK AT ADJACENT INTERSECTOIN

DWW

PRESENCEVIDEO 360SEE PLAN32DWW

PRESENCEVIDEO 3606' X 35'31SD2A

PRESENCEVIDEO 3606' X 35'30SD2

PRESENCEVIDEO 3608' X 40'25D4A

PRESENCEVIDEO 360SEE PLAN20D4

PULSERADAR6' X 6'53D2C

PULSERADAR6' X 6'52D2B

PRESENCERADAR6' X 130'51D2A

PRESENCERADAR6' X 130'50D2

PRESENCEVIDEO 3606' X 35'17D1

MODETYPESIZE (WxL)

NO.

DETECTOR

IDENT

DETECTORS

J. RODRIGUEZ

J. KULJIS

CONROY

LISA N.

199410'10,0002-3'22"32'057-213-A

INSTALLED

YEAR

CAMERA

360 DEGREE

RISER FOR

VERTICAL

(LBS.)

AT YIELD

LOAD

MOUNT

VERTICAL

DETECTOR

RADAR

CIRCLE

BOLT

LENGTH

POLE

ID #

SPAN POLE INFORMATION

C. NETTLETON

C. NETTLETON

3" PVC, SERVICE CABLE

SCALE: 1"=40'

#TBD

06/2026

03.07

#2 W/UG

SBC

#1 W/UG

FRONTIER

#1 W/UG

CL&P

#391 W/UG

CL&P

#392

EVERSOURCE

#393

EVERSOURCE

#395

CL&P

#394

SBC

#2085

#2084 W/UG

EVERSOURCE

#146 W/UG

CL&P

#390 W/UG

SNET

#1S

CL&P

#1581

APPROX. HIGHWAY LINE

A

PP

R O

X . H

IG

H W

A Y

LI

N E

A P P R O

X H

IG

H W

A Y L

IN

E

A P P R O

X

. STR

E E

T LIN

E

ROUTE 12 (MAIN ST.) AT WATER STREET

C:\Users\LussierKA\State of Connecticut\0172-0549 - Design\Traffic\Contract_Plans\TR_CP_0172-0549_SIGNAL_068-201.dgn FILE NAME: NettletonCD 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

EXISTING CONTROLLER

PROPOSED HANDHOLEDET. LEADS IN SAW CUT

AUXILIARY EQUIPMENT CABINETEXISTING WOOD SPAN POLE

PROPOSED SUPPORT STRUCTURE

EXISTING STEEL SPAN POLE

PROPOSED UTILITY POLE

EXISTING UTILITY POLE AUDIO DETECTOR

POLE ANCHOR

LOOP DETECTOR

CABLE CLOSURE

PROPOSED CONTROLLER

EXISTING HANDHOLE

EXISTING RMC

PROPOSED RMC DETECTION ZONE

G

RED

VIDEO CAMERA CABLEVC

D.W.

FL.

ǾW

RC RADAR CABLE

TRAFFIC DATE ELECTRICAL DATE

ENGINEER

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

APPROVED DATE

REV # 12

ENERGY BY - TOWN ADDRESS #

MAINT LEVEL 5 SERVICE POLE - CL&P #391

UNMETERED SERVICE

TECHNICAL NOTES OFFICE RECORD

R E

V

D A

T E

R E

V

IS

IO

N

D E

S C

R

IP

T

IO

N

360° CAMERA ASSEMBLY

THERMAL DETECTOR

IP VIDEO DETECTOR

INTERSECTION # 068-201

RADIO ANTENNA

Y

R

TCS-07

0172-0549

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

REV # TIR # SM # SIGNAL REVISED:

12" R

Y

G

1, 2 3, 4

8"

R

Y

G

SIGNAL FACES

FACE 4 HAS 7 VANE LOUVERS.

FACES 1 & 2 HAVE TUNNEL VISORS.

ALL INDICATIONS HAVE LED LAMPS.

P

SOLID - OVERLAP

HAND/PERSON

9"

SIGN LEGEND

PHASING DIAGRAM:

83 (2011)

COORDI

NATE

G

RID

A

CONNEC

TIC

UT

B

AND RESPONSIBILITIES.

COORDINATE WITH UTILITY COMPANY REPRESENTATIVES LISTED IN THE SPECIAL PROVISION, 1.07 - LEGAL RELATIONS

DETECTOR CABLES ARE TO BE INSTALLED CONTINUOUS BETWEEN EACH DETECTOR AND THE CONTROLLER CABINET.

EXACT LOCATIONS SHALL BE DETERMINED BY THE MANUFACTURER OR THEIR DESIGNATED REPRESENTATIVE.

DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY.

MOUNTED ON SPAN POLE ID #068-201-A.

REMOVE EXISTING VIDEO-360 CAMERA AND INSTALL NEW VIDEO-360 CAMERA, AND INSTALL TWO IP CAMERAS

PAID FOR UNDER ITEM NO. 1108110A - TRAFFIC SIGNAL CONTROLLER.

INSTALL NON-GFCI DUPLEX RECEPTACLE IN CONTROLLER CABINET FOR DETECTION EQUIPMENT. WORK TO BE

INSTALL NEW TRAFFIC SIGNAL CONTROLLER.

LAB AT DOT.SIGNALLAB@CT.GOV 45 DAYS PRIOR TO INSTALLATION.

CONTRACTOR TO COORDINATE THE INSTALLATION OF CELLULAR MODEM WITH CONNECTICUT D.O.T. SIGNAL

INSTALL STATE FURNISHED CELLULAR MODEM (ITEM #1108208A).

- TRAFFIC SIGNAL CONTROLLER.

REMOVE PROGRAMMED FLASH AND REVISE TIMINGS AS SHOWN. WORK TO BE PAID UNDER ITEM NO. 1108110A

REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISION.

FOR REVIEW AND APPROVAL BY THE DIVISION OF TRAFFIC ENGINEERING PRIOR TO INSTALLATION.

ANY PROPOSED REVISIONS TO THE LOCATION OF THE APPURTENANCES SHOWN ON THE PLAN MUST BE SUBMITTED

ALL TRAFFIC SIGNAL EQUIPMENT IS EXISTING EXCEPT AS NOTED.

CLEAN EXISTING CONDUIT(S). WORK TO BE PAID FOR UNDER ITEM NO. 1008908 - CLEAN EXISTING CONDUIT.

STATE FORCES TO STAKE ALL R.O.W. PRIOR TO EXCAVATION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

C

B

KILLINGLY

D

D

P

P

P

P

APPROX. HIGHWAY LINE

APPROX. HIGHWAY LINE

APPROX. HIGHWAY LINE

PRESENCEVIDEO 3606' x 35'32SD2A

PRESENCEVIDEO 3606' x 35'31SD2

PRESENCEVIDEO 36019' x 35'21D4A

PRESENCEVIDEO 3606' x 40'20D4

PRESENCEVIDEO IP6' x 6'19D2A

PRESENCEVIDEO IP10' x 6'18D2

MODETYPESIZE (WxL)

NO.

DETECTOR

IDENT

DETECTORS

M-F1400-1800MAX 2

ALL OTHER TIMESMAX 1

NONEFLASH

%SECDAYSTIMEFUNCTION

OFFSET

CYCLE

PROGRAM

MASTER

COORDINATION TYPE: CELL MODEMSYSTEM LOC

CONTROLLER; REMOVED FLASHING OPERATION; AND REVISED TIMINGS UNDER

PROJECT 0172-0549.

A EXIST. 31-0824

B EXIST. 31-1604

C EXIST. 31-1603

D

D2

SD2

SD2A D2A

D

D4A

STANDARD OVERLAP SKIP FEATURES APPLY

MOVEMENT DIAGRAM

NTOR PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 PHASE 7 PHASE 8 PHASE 9

FLASH GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL

F A

C E

G Y R

G Y

R

R

RR

RRR

RRR

RRR

RRR

RRR

RRR

RRR

G Y R

G Y R

DW WO DW

0 2

0 3

0 4

NOTES:

ALL CROSSWALKS ARE BAR TYPE.

TOWN TO MAINTAIN CENTERLINE MARKINGS ON WATER ST.

ON ROUTE 12, AND ALL STOP BARS.

STATE TO MAINTAIN SIGNS AND PAVEMENT MARKINGS

Y

Y

R

R

OFF

IN

T

E R

V A

L S

MIN GRN 15 7

WALK 7

PED CLR 6

VEH EXT 2

MAX 1 30 15

MAX 2 40 20

YELLOW 3.5 4.0 3.3

RED 3.4 0 1.0

ADD INIT

COUNTDOWN

PEDESTRIAN

SIGNAL

MAX INIT

TBR

TTR

MIN GAP

MODE OFF MIN RECALL NON-LOCK

INIT START THIS PHASE

OFF OFF OFF OFFNON-LOCK

INTERNCONNECT

2" RMC 16/6 PAIR

14/9

2-14/9

3-14/9, INSTALL 3-CAT6, REMOVE CAT5E, 14/2

4-14/9, INSTALL 3-CAT6, REMOVE CAT5E, 14/2

(FOR FUTURE)

TO 068-218 RTE. 6 AT RTE 12

2" RMC 16/6 PAIR INTERCONNECT

ABANDONED 2" RMC REMOVE 14/2

2" RMC 14/7

14/25, INSTALL 3-CAT6, REMOVE CAT5E, 14/2

1" RMC 8/2/(SERVICE)

2" RMC 14/25, INSTALL 3-CAT6, REMOVE CAT5E, 14/2

ID #068-201-A

2" RMC 16/6 PAIR INTERCONNECT

ABANDONED 2" RMC REMOVE 14/2

2" RMC 16/6 PAIR INTERCONNECT

2" RMC 2-14/7, REMOVE 14/2

ROUTE 12 (MAIN ST.)

R O

U

TE

M A

IN

S

T.

W

ATE

R

ST

RE

ET

C O

TTA

G

E STREET

A

B

EXIST. 31- 1622

D

C

1 COUNTDOWN ONLY DURING FLASHING PEDESTRIAN CHANGE INTERVAL.

WATER

ST

REE

T

P

P

A. MERMELSTEIN

K. LUSSIER

J. LOCKABY

CONROY

LISA N.

A. MERMELSTEIN

E EXIST. 31- 1119

INSTALLED IP CAMERAS & CELLULAR MODEM; REPLACED VIDEO-360 CAMERA AND

E

CONSTRUCTION NOTES:

C. NETTLETON

C. NETTLETON

J. RODRIGUEZ

J. KULJIS

CONROY

LISA N.

199110'22"32'068-201-A

INSTALLED

YEAR

CAMERA

360 DEGREE

RISER FOR

VERTICAL

CIRCLE

BOLT

LENGTH

POLE

ID #

SPAN POLE INFORMATION

INSTALL 3-CAT6, REMOVE CAT5E

SCALE: 1"=40'

06/2026

03.08

#175

EVRS

#174

SNET

#174

OLD

SNET

#173

OLD

EVRS

#173

EVRS

#712

SNET

#172

OLD

SNET

#172

FRONTIER

#2276

EVRS

#171

SNET

#172W/UG

SNET #170

W/BOX

SNET

#169

FRONTIER

#170S

CL&P

#169S

APPROX. HIGHWAY LINE

APPROX. HIGHWAY LINE

230'

230'

(2

COORDIN

ATE

GRID

A D

CONNEC

TIC

UT

5 6

ROUTE 12 (PUTNAM TPKE.) AT ATTAWAUGAN CROSSING RD. AND BALLOUVILLE RD.

C:\Users\LussierKA\State of Connecticut\0172-0549 - Design\Traffic\Contract_Plans\TR_CP_0172-0549_SIGNAL_068-205.dgn FILE NAME: NettletonCD 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

EXISTING CONTROLLER

PROPOSED HANDHOLEDET. LEADS IN SAW CUT

AUXILIARY EQUIPMENT CABINETEXISTING WOOD SPAN POLE

PROPOSED SUPPORT STRUCTURE

EXISTING STEEL SPAN POLE

PROPOSED UTILITY POLE

EXISTING UTILITY POLE AUDIO DETECTOR

POLE ANCHOR

LOOP DETECTOR

CABLE CLOSURE

PROPOSED CONTROLLER

EXISTING HANDHOLE

EXISTING RMC

PROPOSED RMC DETECTION ZONE

G

RED

VIDEO CAMERA CABLEVC

D.W.

FL.

ǾW

RC RADAR CABLE

TRAFFIC DATE ELECTRICAL DATE

ENGINEER

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

APPROVED DATE

REV #

ENERGY BY - TOWN ADDRESS #

MAINT LEVEL 5 SERVICE POLE - EVRS #171

METERED SERVICE

TECHNICAL NOTES OFFICE RECORD

REV # TIR # SM # SIGNAL REVISED:

R E

V

D A

T E

R E

V

IS

IO

N

D E

S C

R

IP

T

IO

N

360° CAMERA ASSEMBLY

THERMAL DETECTOR

IP VIDEO DETECTOR

INTERSECTION # 068-205

RADIO ANTENNA

Y

R

TCS-08

0172-0549

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

STANDARD OVERLAP SKIP FEATURES APPLY

COUNTDOWN ONLY DURING FLASHING PEDESTRIAN CHANGE INTERVAL.1

B

NO. 0952001A - SELECTIVE CLEARING AND THINNING.

TRIM TREE BRANCHES/VEGETATION TO ENSURE LINE OF SIGHT TO DETECTION AREAS. WORK TO BE PAID UNDER ITEM

AND RESPONSIBILITIES.

COORDINATE WITH UTILITY COMPANY REPRESENTATIVES LISTED IN THE SPECIAL PROVISION, 1.07 - LEGAL RELATIONS

DETECTOR AND THE CONTROLLER CABINET.

OR THEIR DESIGNATED REPRESENTATIVE. DETECTOR CABLES ARE TO BE INSTALLED CONTINUOUS BETWEEN EACH

DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY. EXACT LOCATIONS SHALL BE DETERMINED BY THE MANUFACTURER

INSTALL VIDEO-360 CAMERA AND TWO RADAR DETECTORS ON SPAN POLE ID# 068-205-A.

SIGNAL LAB AT DOT.SIGNALLAB@CT.GOV 45 DAYS PRIOR TO INSTALLATION.

CONTRACTOR TO COORDINATE THE INSTALLATION OF CELLULAR MODEM WITH CONNECTICUT D.O.T.

INSTALL STATE FURNISHED CELLULAR MODEM (ITEM #1108208A).

INSTALL NEW CABINET ON EXISTING FOUNDATION, AND INSTALL NEW CONTROLLER.

- FULL ACTUATED CONTROLLER 16 PHASE.

REMOVE PROGRAMMED FLASH AND REVISE TIMINGS AS SHOWN. WORK TO BE PAID UNDER ITEM NO. 1108117A

REMOVED. LOOP CABLES IN CONDUIT AND MESSENGER WIRE…