03 - Traffic.pdf

TRAFFIC CONTROL FOUNDATIONSTR-GS-19

LIGHT STANDARD AND FOUNDATION FOR VEHICLE DETECTIONTR-GS-18

CONSTRUCTION SIGN SUPPORTS AND CHANNELIZING DEVICESTR-GS-17

SIGNS FOR CONSTRUCTION AND PERMIT OPERATIONSTR-GS-16

PAVEMENT MARKINGS: LINES AND SYMBOLS, FOR EXIT RAMPS, FOR NON-FREEWAYSTR-GS-12 TO TR-GS-15

STRUCTURES DATATR-GS-11

SIGN FACE SHEET ALUMINUM S&W SERIES TYPICAL SIGNSTR-GS-10

SIGN FACE SHEET ALUMINUM - R SERIES TYPICAL SIGNSTR-GS-09

CONCRETE SIDEWALK RAMP GUIDE SHEETS 1 TO 8TR-GS-01 TO TR-GS-08

MISCELLANEOUS DETAILSMD-01

GENERAL TEST PIT REQUEST PLANTP-01

INTERCONNECT PLANS, FIBER LAYOUT, SPLICE DETAILS, AND SYSTEM SCHEMATICCOMM-01 TO COMM-04

TRAFFIC CONTROL SIGNAL PLANSTCS-01 TO TCS-10

INDEX OF DRAWINGSTR-01

DRAWING TITLEDRAWING NUMBERDRAWING TITLEDRAWING NUMBER

INDEX OF DRAWINGS

03 - TRAFFIC

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

4/30/2026

SIGNATURE BLOCK: DRAWING TITLE:

TR-01

TOWN(S):

BRISTOL, NEW BRITAIN, & VERNON

TRAFFIC CONTROL SIGNALS IN DISTRICT 1

INSTALLATION AND REVISION OF

PLOTTED DATE:

C:\Users\david.tompkins\State of Connecticut\0171-0504 - Traffic\Contract_Plans\TR_CP_0171-0504_Index Sheet.dgn FILE NAME: david.tompkins LASTED SAVED BY:

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0171-0504

DESIGNER/DRAFTER: KG, WF, AW CHECKED BY: D. TOMPKINS

INDEX OF DRAWINGS

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

03.01

A P P

R O

X L O

C (S

N E T) D

U C

T

APPROX. LOC. (SNET) DUCT

A P P L O

C (A

B A

N D

M A

IN

APPROX. LOC. 8" H.P. GAS MAIN

APPROX. LOC. 12" GAS MAIN

A P P

R O

X

L O

C

G A

S M

A

IN

APPROX. LOC. (ABAND.)12" GAS MAIN

APPROX. LOC. 12" GAS MAIN

A P P . L

O C . 1

" L .P . G

A S M

A

IN

A

PP

. L

O C

A

BA

N D " M

A

IN

G-1

E-1

APPROX. LOC. (8")H.P. GAS MAIN

P E Q

U A

B U

C K

R

IV

E R

PEQUABUCKRIVER

Subject to an Easement for Pole Line(s) in Favor

MEMORIAL BOULEVARD

PARK

N/F

CITY OF BRISTOL

CHD

P E Q

U A

B U

C K

R

IV

E R

PEQUABUCKRIVER

Subject to an Easement for Pole Line(s) in Favor

MEMORIAL BOULEVARD

PARK

N/F

CITY OF BRISTOL

CHD

CL&P

#1855

EVER

#16395

CL&P

#2519

EVER

#16396

CL&P

#10519

CL&P

#10520

CL&P

#1857

CL&P

#1858

EVER

#16397

CL&P

#12886

CL&P

#1859

CL&P

#12885

CL&P

#1856

NON ACCESS HWY LINE

NON ACCESS HWY LINE (CONST. PROJ. 17-81 SH.13)

NON ACCESS HWY LINE

R O

U T E

(R

IV

E R S

ID

E A

V E

N U

E

B L A

K E S L E E S

T R E E T

D O

W N

S S

T R E E T

R O

U T E

(R

IV

E R S

ID

E A

V E

N U

E

ROUTE 72 (RIVERSIDE AVENUE)

MEMORIAL BOULEVARD

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. STREET LINE

APPROX. STREET LINE

B L A

K E S L E E S

T R E E T

D O

W N

S S

T R E E T

R O

W M

A P

-0

S

H E E T O

F

U N

L

IM

A

C C

E S S H

W Y L

IN

E

C O

O R

D

IN

A T

E G

R

ID

AD

C O

N N

E C

T

IC

U T

CL&P

#10520

CL&P

#1856

NON ACCESS HWY LINE

(CONST. PROJ. 17-81 SH.13)

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

CL&P

#1857

AND DOWNS STREET

ROUTE 72 (RIVERSIDE AVENUE) AT BLAKESLEE STREET, MEMORIAL BOULEVARD

4/29/2026

PLOTTED DATE:

C:\Users\wkfrancis\State of Connecticut\0171-0504 - Design\Traffic\Contract_Plans\TR_CP_0171-0504_017-256_TCS.dgn FILE NAME: wkfrancis LASTED SAVED BY:

BRISTOL

TRAFFIC DATE ELECTRICAL DATE

ENGINEER

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

APPROVED DATE

REV #

ENERGY BY - CITY ADDRESS #

MAINT LEVEL 5 SERVICE POLE CL&P 1856

METERED SERVICE

TECHNICAL NOTES OFFICE RECORD

REV # TEI # 171-504-001 SM # SIGNAL REVISED:

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D E

S C

R

IP

T

IO

017-256INTERSECTION #

PROJECT NO.: DRAWING NO.:

SHEET NO.:

TCS-01

0171-0504

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

SIGNAL PLAN

TRAFFIC CONTROL

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

LONG RANGE CABLELRC

D.W.

FL.

ǾW

RC RADAR CABLE

R E

V

D A

T E

360° CAMERA ASSEMBLY

THERMAL DETECTOR

IP DETECTOR

Y

R

YELLOW

GREEN

MAST ARM MOUNTED SIGN

LED LUMINAIRE

RADIO ANTENNA

SD

R

R

R

R

R

R

R

OFF

NON-LOCK

MIN RECALL

THIS PHASE

WØ DWDW DWDW

SIGNAL

PEDESTRIAN

ACCESSIBLE

4.0

0.0

2.5

3.7

3.2

2.0

4.2

5.2

2.0

3.2

4.2

BLANK OUT SIGNS TO BE ON ONLY WHEN ASSOCIATED PEDESTRIAN PHASE ACTUATED.

COUNTDOWN ONLY DURING FLASHING PEDESTRIAN CHANGE INTERVAL.

PERCUSSIVE TONE ONLY DURING PEDESTRIAN WALK INTERVAL.

STANDARD OVERLAP SKIP FEATURES APPLY.

REPLACED SIGNAL EQUIPMENT AND ADDED EVPS UNDER PROJECT 0171-0504.

SIGN LEGEND

WITH SAFETY CABLE

SPAN MTD.

31-0859INSTALL

31-0280 ZINSTALL

31-0830 ZINSTALL

31-0282 ZREPLACE

31-0333INSTALL

31-1526 ZREPLACE

31-0333 REPLACE

31-0819 ZINSTALLA

C

B

D

E

F

OFF NTOR OFFOFFS3

G

ON RED

TURN

NO 3

30"

DW

OFF

G Y R

G Y R

R R R

R R R

R R R

G Y R

G Y R

R R R

R R R

G Y R

R R R

R R R

R R R

R R R

R R R

R R R

R R R

R R R R R R

R R R

R R R R R R Y R

R R R

R R R

R R R

R R R

R R R

G

G G G

R R R

R R R R R RR R RYFL. Y RY R

1.5

3.7

3.2

PHASE 2 TO ALWAYS FOLLOW PHASE 1.S3

Ø3

Ø1

Ø4

Ø5

Ø2

H

P

P

P

P

P

P

P

P

ID# 017-256-B

ID# 017-256-A

D2A

SD2C

SD2A

SD2

D1

D2

D4 D5

D5A

5' 47'

59'

66'

110'

25' 25'

111'

B

D

C

SD2B

S3

H

F

C O

N C . W

A

LK

11'

11'4'

J

H

C O

N C

W A

LK

W

D

E

W

E

5 5

6-14/7, 5-14/5, 20/3, 10/3, 2-RC, CAT 6

6-14/7, 4-14/5, 20/3, 10/3, 2-RC, CAT 6

6-14/7, 3-14/5, 20/3, 10/3, 2-RC, CAT 6

6-14/7, 3-14/5, 10/3, 2-RC, CAT 6

6-14/7, 2-14/5, 10/3, 2-RC, CAT 6

6-14/7, 14/5, 10/3, 2-RC, CAT 6

ID# 017-256-B

10/3, 2-RC, CAT 6

14/9, 6-14/7, 10-14/5, 3-20/3, 10/3, 2-RC, CAT 6

14/9, 6-14/7, 10-14/5, 4-20/3, 10/3, 2-RC, CAT 6

14/9, 6-14/7, 11-14/5, 4-20/3, 2-14/9, 6-14/7, 11-14/5, 5-20/3, 10/3, 2-RC, CAT 6

2-14/9, 6-14/7, 12-14/5, 5-20/3, 10/3, 2-RC, CAT 6

14/25, 6-14/7, 5-20/3, 10/3, 2-RC, CAT 6

14/9, 6-14/7, 8-14/5, 3-20/3, 10/3, 2-RC, CAT 6

14/9, 6-14/7, 7-14/5, 3-20/3, 10/3, 2-RC, CAT 6

14/9, 6-14/7, 6-14/5, 2-20/3, 10/3, 2-RC, CAT 6

6-14/7, 6-14/5, 2-20/3, 10/3, 2-RC, CAT 6

6-14/7, 5-14/5, 2-20/3, 10/3, 2-RC, CAT 6

2" RMC, 14/7

2" RMC, 14/7, 14/5

2" RMC, 14/7, 14/5

P

SEE DETAIL "A"

2" RMC, 14/7

3" PVC, SERVICE CABLE

2" RMC, 2-14/7

3" RMC, 14/25, 6-14/7, 4-20/3, 10/3, 2-RC

2" RMC, 2-CAT 6

2" RMC, SPARE

2" RMC, SPARE

2" RMC, 14/7

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

SEE DETAIL "B"

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

2" RMC, SPARE

3-20/3, 10/3, 2-RC, CAT 6

14/9, 6-14/7, 9-14/5, 2" RMC, 2-14/7

2" RMC, SPARE

2" RMC, 14/7

12'

12'

1'9'

G

G

H

SPAN WIRE ELECTRICAL CALLOUTS

A

F

Q

G

M

ID# 017-256-B

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

2" RMC, SPARE

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

2" RMC, SPARE

W

Q

G

2" RMC, 2-14/7

2" RMC, SPARE

EASTING: 951560.89'

NORTHING: 804902.70'

GPS COORDINATES:

ID# 017-256-A

DETAIL "A"

NOT TO SCALE

DETAIL "B"

NOT TO SCALE

C O

N C

W A

LK

C O

N C

W A

LK

C O

N C

W A

LK

CONC. WALK

CONC. W

ALK

K

L

L

G

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

2" RMC, 14/7

F

17'

6'

5'

5'

'G

100' WEST

OF

E

G

200' EAST OF

B

B

P

F

W

2" RMC, 14/7

H

H

2-RC, CAT 6

2-14/9, 6-14/7, 11-14/5, 4-20/3, 10/3, ID# 017-256-A

K

K

P

2" RMC, 14/7

J

I

W

2" RMC, SPARE

EASEMENT FOR TRAFFIC CONTROL

SIGNAL APPURTENANCES

R.O.W. FILE 171-504-001

F

A

F

MOVEMENT DIAGRAM

NTOR PHASE 1 PRE-EMPT-1 PHASE 2 PHASE 3 PRE-EMPT-2 PHASE 4 PRE-EMPT-3 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

IN

E R

V A

L S

MIN GRN

WALK

PED CLR

VEH EXT

MAX 1

MAX 2

YELLOW

RED

ADD INIT

MAX INIT

TBR

TTR

MIN GAP

MODE

INIT START

NOTES

CITY TO MAINTAIN PAINT ON ALL PAINTED TRAFFIC SIGNAL EQUIPMENT.

CITY TO MAINTAIN SIGNS AND ALL OTHER PAVEMENT MARKINGS, ON MEMORIAL BOULEVARD, BLAKESLEE STREET AND DOWNS STREET.

STATE TO MAINTAIN SIGNS, PAVEMENT MARKINGS ON ROUTE 72, AND ALL STOP BARS.

PRE-EMPTION EQUIPMENT TO BE OWNED AND MAINTAINED BY THE CITY OF BRISTOL.

ALL CROSSWALKS ARE BAR TYPE.

A.M. PEAK HOUR (P.M. PEAK HOUR) [SATURDAY PEAK HOUR]

2025 TRAFFIC COUNTS

RIVERSIDE AVE

RIV

ERSID

E A V E

B

LA

K E S

LE

E S

TR

E E T

24 (49) [51]

147 (200) [294]

267 (523) [285]

296 (410) [87]

[2

[1

[1

[2

0 (0) [0]

476 (341) [345]

0 (0) [1]

0 (0) [0]

[1

[1

[1

[1

2 (5) [1]

0 (0) [3]

269 (262) [194]

1 (2) [2]

D O

W N

S

ST

R E E

TBOULEVARD

MEMORIAL

PRESENCE360 VIDEO6' X 40'SD2C

PRESENCE360 VIDEO6' X 40'SD2B

PRESENCE360 VIDEO6' X 40'SD2A

PRESENCE360 VIDEO6' X 40'SD2

PRESENCE360 VIDEO6' X 52'D5A

PRESENCE360 VIDEOSEE PLAND5

PRESENCE360 VIDEO6' X 40'D4

PRESENCERADAR16' x 110'D2A

PRESENCERADAR16' x 110'D2

PRESENCE360 VIDEO6' X 40'D1

MODETYPESIZE (WxL)IDENT

SYSTEM DETECTOR CHART

30" X 30" HANDHOLE. OTHERS TO BE TYPE II.W

NONENONENONEEXIT CALL

224EXIT PHASE

542HOLD PHASE

5.24.23.2HOLD RED

4.23.23.7HOLD YELLOW

101515HOLD GREEN

191919ALT. PED. CLR.

PARENTPARENTPARENTALT. RED

PARENTPARENTPARENTALT. YELLOW

555ALT. MIN. GRN

000DELAY

YESYESYESDET. LOCK

NONONOPRIORITY

PRE-EMPT

PRE-EMPT

PRE-EMPT

SETTINGS

PRE-EMPTION

1500 - 1800 M-F

0700 - 0900

MAX 2

ALL OTHER TIMESMAX 1

NONEFLASH

DAYSTIMEFUNCTION CYCLE

PROGRAM

MASTER

NONECOORDINATION TYPE: SYSTEM LOC

SIGNAL FACES

WITH RETROREFLECTIVE YELLOW BORDER.

ALL VEHICULAR SIGNAL FACES TO HAVE BACKPLATES

ALL INDICATIONS TO HAVE LED LAMPS.

2, 3, 4, 5. 6

(SINGLE MESSAGE)

(BLANK OUT SIGN)

S3

R

Y

G

12"

R

Y

FY

12"

12" R

Y

G

P

SOLID - OVERLAP

HAND/PERSON

9"

PHASING DIAGRAM

CONSTRUCTION NOTES

PAINTED AMS-STD-595 COLOR NO. 17038 "FEDERAL BLACK" PER SPECIAL PROVISIONS.

ALL SPAN POLES, PEDESTALS, TRAFFIC SIGNAL HOUSINGS, PEDESTRIAN SIGNAL HOUSINGS, AND PUSH BUTTON HOUSINGS TO BE

SEE SPECIAL PROVISION FOR ITEM # 1116110A BLANK-OUT SIGN

ESTIMATED LOAD ON UTILITY POLE: CL&P 1857 - 5400 LBS.

COMMUNICATIONS.

SPAN ATTACHMENT ON CL&P 1857 TO HAVE A MINIMUM CLEARANCE OF 12” BELOW SECONDARY AND 40” ABOVE HIGHEST

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

FOR UNDER ITEM NO. 1017032A – SERVICE (METERED). BOND AND GROUND RMC SWEEP PER EVERSOURCE REQUIREMENTS.

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

ADJUSTMENT SPECIAL PROVISION.

COORDINATE AND SCHEDULE WORK BY THE UTILITY COMPANIES IN ACCORDANCE TO THE UTILITY WORK SCHEDULE AND UTILITY

1.07 - LEGAL RELATIONS AND RESPONSIBILITIES.

COORDINATE WITH UTILITY COMPANY REPRESENTATIVES LISTED IN THE SPECIAL PROVISION,

INSTALL 15-AMP CIRCUIT BREAKER IN THE CONTROLLER CABINET AS SPECIFIED IN THE SPECIAL PROVISION.

CONTROLLER CABINET.

DESIGNATED REPRESENTATIVE. DETECTOR CABLES ARE TO BE INSTALLED CONTINUOUS BETWEEN EACH DETECTOR AND THE DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY. EXACT LOCATIONS SHALL BE DETERMINED BY THE MANUFACTURER OR THEIR

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

AND ITEM NO. 0586750 - "TYPE 'C' CATCH BASIN TOP."

RESET TYPE 'C' CATCH BASIN. WORK TO BE PAID UNDER ITEM NO. 0586601 - "RESET TYPE 'C' CATCH BASIN"

BLANK-OUT SIGN S3 ON NEW FOUNDATION. BLANK-OUT SIGN TO BE INSTALLED AT 12'.

INSTALL NEW 12' ALUMINUM PEDESTAL WITH COUNTDOWN PEDESTRIAN SIGNAL, APS PUSH BUTTON, AND

PAID FOR UNDER ITEM NO. 1500006A UTILITY ADJUSTMENT (ESTIMATED COST PLUS).

REPLACE EXISTING LUMINAIRE MOUNTED ON EXISTING UTILITY POLE ORIENTED AS INDICATED ON PLANS.

LUMINAIRE PAID FOR UNDER ITEM NO. 100568.01 (MULTI-VOLT).

PROPOSED LUMINAIRE WITH 12' BRACKET ARM TO BE MOUNTED ON COMBINATION SPAN POLE, 12K LUMEN.

INSTALLED UNDER DOWNS STREET BRIDGE REPLACEMENT PROJECT.

RETAIN EXISTING 8 FOOT ALUMINUM PEDESTAL, COUNTDOWN SIGNAL, APS PUSH BUTTON, AND FOUNDATION

LOCATION AS EXISTING 4'-4" ALUMINUM PEDESTAL WITH PUSH BUTTON AND FOUNDATION TO BE REMOVED.

INSTALL NEW 8 FOOT ALUMINUM PEDESTAL WITH COUNTDOWN PEDESTRIAN ON NEW FOUNDATION IN SAME

AS SHOWN.

INSTALL PEDESTRIAN COUNTDOWN SIGNAL AND APS PUSH BUTTON ON 8 FOOT ALUMINUM PEDESTAL AND FOUNDATION

INSTALL PEDESTAL FOUNDATIONS ADJACENT TO LANDING AREAS.

RETAIN EXISTING SIDEWALK RAMP.

INSTALL CONCRETE SIDEWALK RAMP TYPE 10B.

INSTALL CAST IRON HANDHOLE COVER.

INSTALL CONCRETE SIDEWALK RAMP TYPE 11.

INSTALL CONCRETE SIDEWALK RAMP TYPE 9.

INSTALL CONCRETE SIDEWALK RAMPS PER GUIDE SHEETS.

ENGINEER AND CONTACT THE DIVISION OF TRAFFIC ENGINEERING.

INSTALLATION TO PROVIDE A FREE PATH OF NOT LESS THAN 5 FEET. IF A MINIMUM 5 FOOT FREE PATH IS UNAVAILABLE, NOTIFY THE THE LOCATION OF TRAFFIC SIGNAL FOUNDATIONS WHEN IN OR ADJACENT TO SIDEWALKS SHALL BE VERIFIED PRIOR TO

•PROJECT NO. 017-04104 (DOWNS STREET BRIDGE REPLACEMENT PROJECT) - ON SOUTH LEG OF INTERSECTION •PROJECT NO. 0017-0196 (ROUTE 72 [RIVERSIDE AVENUE] STREETSCAPE IMPROVEMENTS) - ON NORTH LEG OF INTERSECTION

PERMIT PROJECTS:

THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE FOLLOWING CITY OF BRISTOL ENCROACHMENT

LOOP DETECTION FOR ITEM #1118012A "REMOVAL AND/OR RELOCATION OF TRAFFIC SIGNAL EQUIPMENT" REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISION INCLUDING HANDHOLES PREVIOUSLY USED FOR

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 FOR REVIEW AND

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

ALL TRAFFIC SIGNAL EQUIPMENT IS NEW, EXCEPT AS NOTED.

PAVEMENT MARKING NOTES

REPAINT ALL PAVEMENT MARKING ARROWS.

INSTALL CROSSWALKS ON ALL OTHER LEGS AS SHOWN.

REPAINT CROSSWALKS ON ROUTE 72 (RIVERSIDE AVE) NORTH LEG, MEMORIAL BLVD WEST LEG AND DOWNS ST SOUTH LEG.

STOP BARS AND PAVEMENT MARKING LINES THAT EXTEND BEYOND THE NEW STOP BAR. REPAINT ALL OTHER STOP BARS.

ROUTE 72 (RIVERSIDE AVE) EAST LEG AND BLAKESLEE ST NORTH LEG: INSTALL NEW STOP BARS AS SHOWN. ERADICATE EXISTING

PRE-EMPTION NOTES

THE TRAFFIC SIGNAL CONTROLLER.

EFFECTIVELY DISCONNECT THE PRE-EMPTION EQUIPMENT FROM

CONTRACTOR TO INSTALL A SWITCH IN THE SIGNAL CABINET TO

THE AUXILIARY EQUIPMENT CABINET.

TO BE INSTALLED CONTINUOUS BETWEEN EACH DETECTOR AND

OR THEIR DESIGNATED REPRESENTATIVE. DETECTOR CABLES ARE

EXACT LOCATION SHALL BE DETERMINED BY THE MANUFACTURER

PRE-EMPTION DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY.

IN AUXILIARY CABINET.

CONTROLLER CABINET. INSTALL PRE-EMPTION EQUIPMENT

INSTALL AUXILIARY EQUIPMENT CABINET ON LEFT SIDE OF

** TO BE CALCULATED BY THE CONTRACTOR BASED ON THE FIELD CONDITIONS.

* HEIGHT ABOVE ROADWAY.

**30'12'-804855.74'951774.41'10'2-3'20'-32'ID-017-256-B

----804888.84'951559.10'10'-20'-32'ID-017-256-A

NORTHINGEASTING BEARING

BRACKET

LUMINAIRE

HEIGHT *

BRACKET

LUMINAIRE

LENGTH

EXTENSION

BRACKET

LUMINAIRE

INSTALLED

YEAR

GPS COORDINATES

CAMERA

360 DEGREE

RISER FOR

VERTICAL

MOUNT

DETECTOR

RADAR

LENGTH

BRACKET

CAMERA

CIRCLE

BOLT

LENGTH

POLE

ID #

SPAN POLE INFORMATION

1" = 40'

HORIZONTAL SCALE

40 80

PP

P

P

P

PP

Q

E

G

H

D

M

W

F

ILLUMINATION LEGEND

FULL-CUTOFF, 30' MOUNTING HEIGHT, 8' ARM (U.O.N)

LED LUMINAIRE BY UTILITY -8.5K LUMEN, TYPE III DISTRIBUTION, MULTI-VOLT,

FULL-CUTOFF, 30' MOUNTING HEIGHT, (U.O.N)

LED LUMINAIRE -12K LUMEN, TYPE III DISTRIBUTION, MULTI-VOLT,

3 1

PP

P

P

P

PP

3 1

J

K

L

I

03.02

568.01 (MULTI-VOLT)

david.tompkins

SLR

david.tompkins SignatureDT

.W

A

LK

C.WALK

G G

ADA

PAD

ADA

PAD

SNET

#6 SNET

#5

SNET

#4

SNET

#3 SNET

#2

3 STY

BRICK

BLDG

3 STY

BRICK

BLDG

C.WALK

C.WALK

SNET

#3SC

.W A

L K

STONE WALL

CONC.

RET.WALL

C .W

A

LK

R T N -4

R T N -3

RTN-2

R T N -1

G G

FRNT

#1343

W/BOX

SNET

#1342 w/BOX

SNET

#1341

C.WALK

C.WALK

S B C

A T&

T

E V E R

A T&

T

EVER

#1338

SNET

#1340

C .W

A L K

SNET

#5348

SNET

#1339

A T

T

C.WALK

1 STY

WD.FR.

2STY

WD.FR.

S

TY

W D .F

R

C .W

A L K

S N

E T

C O

N C

S

TE

P S

ADAPAD A

D

A

P A

D

ADA

PAD

MON

FND

(DISk)

APPROX. STREET LINE

APPROX. STREET LINE

APPROX. STREET LINE

APPROX. STREET LINE

A P P R

O X . S

TR

E E

T LIN

E

A P P R

O X . H

IG

H

W A

Y L

IN

E

A P P R

O X . S

TR

E E

T LIN

E

IP

FND

D H

IP

(FND)

IPIPIP

IP

IP

IP

IP

IP

IP

IPIP

IP

' R

O W

A P P R

O X . H

IG

H

W A

Y L

IN

E

.5

E A

S E

M E

N T

N F

M

IC

H A

U D R

IC

H A

R D

-7

N F

G B

A D

E B

L

A S

U P

O

N F

F O

X M

E L

O D

Y

N F

L U

IS

R

O D

R

IG

U E Z

-7

N F

Y O

S H R

E A

L

IT

Y L

L C

N F

N O

R M

A N C . C

Y R

N F

S A

M A

N T H

A B

U C

K L E

Y

N F

P -S R

E S

ID

E N

T

IA

L L

L C

N F

A N

N A S

IK

O R

A

7N F

J A

N

IS

E P

A U

L E . C

A M

P B

E L L

N F

B U

R N

A M A . M

O R

R E L L

E

A S T S

T

N F

C A

B R E R

A F

R A

N C

IS

C O

J M

O R

A N

E

A S T S

T

N /F

J A S

M

IN

R

IV

E R

A

A N

IB

A L J

TO

R R E S

N F

D A

N E W . A

IU

D I

E

A S T M

A

IN

S

T R

E E T

N F

C H

E N P

E N

G

N F

C E

C

IL

T . K

IN

G

-6

N F

S E

A

IN

V E S T

M E

N T S

S

IX

H

U N

D R

E D S

IX

T Y S

IX

L

L C

N F

N F

N A

S S E R K

H A

L E

D -M

O M

U S A

E D

E

A S T S

T.

N /F

M A

R

IO

N S

G R

O I-V

E R

A N

O

E

A S T S

T.

S T A

N L E

Y M

E M

O R

IA

L C

H U

R C

H

C O

N G

R E

G A

T

IO

N A

L N F#

N F

H O

L Y A

P O

S T L E S P

A R

IS

H C

O R P

E

A S T S

T

N F

B U

R N

A M A

M O

R R E L L

E

A S T S

T.

CHD

CHD

IP

HEDGE

HEDGES

CAMERA

CAMERA

SIG

LTS

SIG

LTS

SIG

LTS

N F

K A

T H

L E E

N

K

IN

G

N F

F R

A N

K

B R E

N D

A M

D L U

G O

L E S K I

N F

D S T R

E A

L T Y

L L C

N F

S C

O

N C

E L J

R

K A

C Z

M A

R C

Z Y

K

N /F

S

IX

H

U N

D R E D

F O

R

TY

E

A S T

S

TR

E E T L

L C

G -2

C .W

A

LK

C.WALK

ADA

PAD

ADA

PAD

SNET

#6 SNET

#5

SNET

#4

SNET

#3 SNET

#2

C.WALK

C.WALK

SNET

#3SC

.W A

L K

C .W

A

LK

FRNT

#1343

W/BOX

SNET

#1342 w/BOX

SNET

#1341

C.WALK

C.WALK

S B C

A T&

T

E V E R

A T&

T

EVER

#1338

SNET

#1340

C .W

A L K

SNET

#5348

SNET

#1339

A T

T

C.WALK

C .W

A L K

S N

E T

C O

N C

S

TE

P S

ADAPAD A

D

A

P A

D

ADA

PAD

MON

FND

(DISk)

APPROX. STREET LINE

APPROX. STREET LINE

APPROX. STREET LINE

APPROX. STREET LINE

A P P R

O X . S

TR

E E

T LIN

E

A P P R

O X . H

IG

H

W A

Y L

IN

E

A P P R

O X . S

TR

E E

T LIN

E

IP

FND

D H

IP

(FND)

IPIPIP

IP

IP

IP

IP

IP

IP

IPIP

IP

' R

O W

A P P R

O X . H

IG

H

W A

Y L

IN

E

.5

E A

S E

M E

N T

CHD

CHD

IP

R O

U

TE

(E . M

A

IN

S

TR

E E T)

R O

U

TE

(N E

W

IN

G

TO

N A

V E

EAST STREET

EAST STREET

F

LO

R E N

C E S

TR

E E T

ADA

G -2

APPROX. STREET LINE

A P P R

O X . S

TR

E E

T LIN

E

/1

COORDI

NATE

G

RI

D

D

CONNECTI

CUT

S

L

A

V

R

E

T

N

I

E

C

A

F

MOVEMENT DIAGRAM

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

GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CLFLASH

NTOR

PED CLR

VEH EXT

MAX 1

MAX 2

YELLOW

RED

ADD INIT

MAX INIT

TBR

TTR

MIN GAP

MIN GRN

WALK

MODE

1.0

3.0

3.5

3.3

2.4

4.0

0.0

3.0

Y

Y

Y

Y

R

R

G

R

R

G

G

R

R Y

Y G

R

R

Y G

G

R

R

G

G

R

R

DW

G

G

G

G

R

Y

Y

Y

Y

R

R

R

R

R

R

R

R

R

R

R

R

WØ

R

R

R

R

R

R

R

R

R

R

R

DW

R

R

R

R

G

R

R

R

R

Y

R

R

R

R

R

NON-LOCK MIN RECALL NON-LOCK LOCK OFF OFF OFF

GRN CL CL

THIS PHASE INIT START

ROUTE 174 (EAST MAIN STREET AND NEWINGTON AVENUE) AT EAST STREET

C:\Users\wkfrancis\State of Connecticut\0171-0504 - Design\Traffic\Contract_Plans\TR_CP_0171-0504_088-201_TCS.dgn FILE NAME: wkfrancis LASTED SAVED BY:

NEW BRITAIN

TRAFFIC DATE ELECTRICAL DATE

ENGINEER

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

APPROVED DATE

REV #

ENERGY BY CITY ADDRESS #

MAINT LEVEL 5 SERVICE POLE SNET 151

UNMETERED 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

088-201INTERSECTION #

TCS-02

0171-0504

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

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

EXISTING PEDESTAL MOUNTING

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

LONG RANGE CABLELRC

D.W.

FL.

ǾW

RC RADAR CABLE

R E

V

D A

T E

360° CAMERA ASSEMBLY

THERMAL DETECTOR

IP DETECTOR

Y

R

YELLOW

GREEN

MAST ARM MOUNTED SIGN

LED LUMINAIRE

RADIO ANTENNA

SD

P

P

PP

P P

P

P

P

P

ID # 088-201-A

ID # 088-201-B

ID # 088-201-C

16'

13'

26' 18'

16' 6'

20'

103'

' 42'

'27'

9'

D2E D2D

D4B

D2C

D1 D1A

D2B

D4 D4A

D2A D2

A

B

C

P

X

A

2.5" RMC, 14/9, 3-14/7, 3-14/5, CAT5

2" RMC (SPARE)

2.5" RMC, 14/9, 3-14/7, 3-14/5, CAT5

2" RMC, 8/2 (SERVICE)

2" RMC, 2-14/7

2" RMC (SPARE), CAT5

2" RMC, CAT5

6-14/7, 14/5, INSTALL 2-14/9, 14/5

2.5" RMC, 2-14/7, 14/5 (REMOVE), 14/9,

2" RMC, 14/72" RMC, 14/7

INSTALL 2-14/9, 14/5

(REMOVE), 14/7,

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

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

2" RMC, 2-14/7, 14/5 (REMOVE),

INSTALL 2-14/9, 14/5

14/7, (REMOVE),

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

2" RMC, 14/7

2" RMC, 14/9, 2-14/7, 14/5, CAT5

2" RMC, 14/9, 2-14/7, 14/5, CAT5

2" RMC, 14/9, 3-14/7, 14/5, CAT5

2" RMC (SPARE)

ABANDONED 2" RMC

2.5" RMC, 14/9, 5-14/7, 14/5, CAT5

2" RMC, 14/7

14/9, 14/7

14/9, 14/7, 14/5

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

14/9, 14/7, 3-14/5

14/9, 14/7, 3-14/5, CAT5

P

P 3 7

3 1

ID # 088-201-A

P

P

ID # 088-201-B

ID # 088-201-C

INSTALL 14/9

INSTALL 2-14/9

INSTALL 2-14/9, 14/5

14/9, 14/5

14/9

INSTALL 2-14/9, 14/5

14/7, 14/5 (REMOVE),

INSTALL 2" RMC, 2-14/7,

21'

23'

66'

36'

2'

EAST STREET

R

TE

174 (315) [200]

67 (227) [57]

89 (95) [74]

200 (56) [198]

[8

[2

R

TE

340 (345) [280]

173 (230) [164]

(4 ) [3

(2

) [2

166 (64) [199]

256 (239) [268] EAST STREET

P

SOLID - OVERLAP

HAND/PERSON

9"

12" R

Y

G

1, 5 2, 3, 4, 6, 7, 8 9

SIGNAL FACES

WITH RETROREFLECTIVE YELLOW BORDER.

VEHICULAR SIGNAL FACES 2, 5, AND 9 HAVE BACKPLATES

ALL VEHICULAR INDICATIONS HAVE TUNNEL VISORS AND LED LAMPS.

REPLACED MAST ARM # 088-201-C UNDER PROJECT NO. 0171-0504.

FLASH

FUNCTION TIME

COORDINATION TYPE: NONE

PROGRAM

DAYS

NONE

ALL TIMES

FUTURE

MAX 1

MAX 2

CYCLE

OFFSET

SEC %

SYSTEM LOC

MASTER

A.M. PEAK HOUR (P.M. PEAK HOUR) [SATURDAY PEAK HOUR]

2025 TRAFFIC COUNTS

MAST ARM INFORMATION

*TO BE CALCULATED BY THE CONTRACTOR BASED ON THE FIELD CONDITIONS.

N35°14'07"W996322.93805572.0020'*088-201-C

S15°54'50"E996309.06805631.44200310'35'*088-201-B

N24°51'30"W996180.83805256.43200310'55'*088-201-A

EASTINGNORTHING

BEARING

MAST ARM

GPS COORDINATES (FT)

INSTALLED

YEAR

CAMERA

FOR 360 DEGREE

VERTICAL RISER

LENGTH

ARM

HEIGHT

ATTACHMENT

APPROX. ARM

ID #

12"

12"

R

Y Y

G

12"

12"

R

YY

G

CONSTRUCTION NOTES

MAST ARM ASSEMBLY TO HAVE MINIMUM CLEARANCE OF 24” FROM OVERHEAD COMMUNICATION CABLES.

SURVEY, PRIOR TO SUBMISSION OF WORKING DRAWINGS.

CONTRACTOR TO VERIFY ALL MAST ARM INFORMATION INCLUDING CROSS SECTIONS AND DIMENSIONS, BASED ON FIELD

REPAINT ALL STOP BARS AND PAVEMENT MARKING ARROWS AS SHOWN.

EAST STREET EAST LEG: RESTRIPE LEFT TURN LANE LINE AS SHOWN.

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.

DIAGRAMS AND EMAIL A PDF COPY TO DOT.SIGNALLAB@CT.GOV. LEAVE ONE SET IN CONTROLLER CABINET.

MODIFY EXISTING CONTROLLER TO ACCOMMODATE CHANGES. SUPPLY 3 PAPER COPIES OF REVISED CABINET WIRING

"UTILITY GENERATED SCHEDULE".

COORDINATE AND SCHEDULE WORK BY THE UTILITY COMPANIES IN ACCORDANCE WITH THE NOTICE TO CONTRACTOR

RESPONSIBILITIES.

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

FOR CONNECTION TO MAST ARM ID # 088-201-C. RECONSTRUCT CONCRETE SIDEWALK AS NECESSARY.

INSTALL NEW MAST ARM ID # 088-201-C AND FOUNDATION. INSTALL NEW 2" RMC STUB AND EXTEND INTO HANDHOLE

ALL PEDESTRIAN SIGNAL EQUIPMENT IS EXISTING.

NOTIFY THE ENGINEER AND CONTACT THE DIVISION OF TRAFFIC ENGINEERING.

INSTALLATION TO PROVIDE A FREE PATH OF NOT LESS THAN 5 FEET. IF A MINIMUM 5 FOOT FREE PATH IS UNAVAILABLE, THE LOCATION OF TRAFFIC SIGNAL FOUNDATIONS WHEN IN OR ADJACENT TO SIDEWALKS SHALL BE VERIFIED PRIOR TO

RELOCATION OF TRAFFIC SIGNAL EQUIPMENT"

REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISION FOR ITEM #1118012A "REMOVAL AND/OR

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 FOR

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

ALL TRAFFIC SIGNAL EQUIPMENT IS EXISTING, EXCEPT AS NOTED.

MAST ARM NOTES

X

DETECTORS

TYPE MODESIZE (WXL)IDENT

VIDEO-3607' X 65' PRESENCED1

7' X 50'D1A

11' X 11'D2

10' X 11'D2A

7' x 10'D2B

7' x 8'D2C

12' x 12'D2D

11' x 11'D2E

SEE PLAND4

6' x 35'D4A

SEE PLAND4B

VIDEO-360 PRESENCE

VIDEO-360 PRESENCE

VIDEO-360 PRESENCE

VIDEO-360 PRESENCE

VIDEO-360 PRESENCE

VIDEO-360 PRESENCE

VIDEO-360 PRESENCE

VIDEO-360 PRESENCE

VIDEO-360 PRESENCE

VIDEO-360 PRESENCE

STANDARD OVERLAP SKIP FEATURES APPLY

PHASE 2 ON TO OMIT PHASE 1.

TO BE Y IF PHASE 2 NEXT.

DETECTORS D1 AND D1A TO CALL PHASE 1 AND EXTEND PHASES 1 AND 2.

PERCUSSIVE TONE ONLY DURING PEDESTRIAN WALK INTERVAL.

COUNTDOWN ONLY DURING FLASHING PEDESTRIAN CHANGE INTERVAL.

MANUAL AND INTERVAL ADVANCE TO BE DISCONNECTED DURING PHASE 3 PEDESTRIAN CHANGE INTERVAL.

TO BE R IF PHASE 2 NEXT.

PHASING DIAGRAM

SIGN LEGEND

A

B

31-0802EXISTING

31-0222EXISTING

31-0824EXISTING

SIGNAL

PEDESTRIAN

ACCESSIBLE

9 8

PP

P

P

P

P P

P P

P4

9 8

PP

P

P

P

P P

P P

P

PHASE 1

PHASE 2

PHASE 3

PHASE 4

SCALE

40 80

1 2

30" X 30" HANDHOLE. OTHERS TO BE TYPE II.

ALL CROSSWALKS ARE BAR TYPE.

CITY TO MAINTAIN ALL OTHER PAVEMENT MARKINGS ON EAST STREET.

EAST MAIN STREET AND NEWINGTON AVENUE AND ALL STOP BARS.

(EAST MAIN STREET AND NEWINGTON AVENUE) AND EAST STREET BETWEEN

STATE TO MAINTAIN SIGNS AND PAVEMENT MARKINGS ON ROUTE 174

NOTES:

W

ELECTRICAL CALLOUTS

PAVEMENT MARKING NOTES

03.03 david.tompkins

SLR

COX COMM

COMCAST

HH

HH

HH

HH

CL&P

#30522

W/UG

CL&P

#30323

W/UG

NO TAG

W/UG

CL&P

#30513

W/UG

CL&P

#33877

W/UG

CL&P

#33676

W/UG

CL&P

#3051

W/UG GRASS

GRASS

WOODS/BRUSH

WG

C O

N C

B A

R R

CP-2

ELEC

MH

TEL

MH

SAN

MH

GRASS GRASS LAWN

GRASS

GRASS

GRASS

CONC ABUT

I-84 OVERPASS

CONC ABUT

I-84 OVERPASS

CONC ABUT

I-84 OVERPASS

CONC ABUT

I-84 OVERPASS

WGGRASS

G.G.

WOODS/BRUSH

C O

N C W

IN

G W

A

LL

C O

N C W

IN

G W

A

LL

B R

ID

G E

B R

ID

G E

B R

ID

G E

BIT

LKOFF

ELEC

MH

WIRES

ATTACHED

TO GIRDER

HH

EN

TR

A N

C E R

A M

P I-8

W

B

SHEET 2 OF 14

REFERENCE: ROW MAP 146-10

OH SIGN

N/F

HARTFORD

TURNPIKE, LLC

N/F

CFLP III, LLC

CL&P

#30522

W/UG

CL&P

#30323

W/UG

NO TAG

W/UG

CL&P

#30513

W/UG

CL&P

#33877

W/UG

CL&P

#33676

W/UG

CL&P

#3051

W/UG

EN

TR

A N

C E R

A M

P I-8

W

B

UNLIM ACCESS HWY LINE

UNLIM ACCESS HWY LINE

NON ACCESS HWY LINE

CONC. WALK

CONC. WALK CONC. WALK

CONC. WALK

COORDI

NATE

G

RI

D

H

V

EX

IT R

A

M P I-8

EB

H O

V

EN

TR

A

N C E R

A M

P I-8

W

B

ROUTE 30 & 83 (HARTFORD TURNPIKE)

ROUTE 30 & 83 (HARTFORD TURNPIKE)

UNLIM ACCESS HWY LINE

HWY LINE

UNLIM ACCESS

I-8

EB

I-8 W

B

CL&P

#30522

W/UG

2.5

4.4

SIGN LEGEND

31-0824REMOVE

31-0290REPLACE

MAST ARM MTD.

31-0816INSTALL

41-0835REPLACE

31-1546REPLACE

31-1189REPLACE

31-1774 REPLACE

31-5003 REFLECTIVE STRIP

31-1123EXISTING W/ TYPE XI

31-5003 REFLECTIVE STRIP

31-1121EXISTING W/ TYPE XI

A

C

B

D

E

F

YIELD PT.

I

Y

Y

R

R

ACTUATED BY ASSOCIATED PUSHBUTTON)

= LPI (LPI ONLY COMES IN WHEN

ON RED

TURN

NO

30"

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

WØ DW

ARTERY DETECTORS TO BE NON-ACTUATING DURING COORDINATION.

ACTUAL COORDINATION INFORMATION TO BE DETERMINED BY THE CLOSED LOOP LOCAL COORDINATION UNIT.

COUNTDOWN ONLY DURING FLASHING PEDESTRIAN CHANGE INTERVAL.

UNUSED TIME TO BE REALLOCATED.

TIMINGS SHOWN REFLECT FREE OPERATION.

BLANK-OUT SIGN TO ONLY BE ON WHEN PEDESTRIAN PHASE IS ACTUATED.

REPLACED SIGNAL EQUIPMENT UNDER PROJECT 0171-0504.

MIN RECALL

R

R

R

R

Y

Y

Y

Y

R

R

G

G

G

G

R

R

R

R

R

R

R

R

R

R

Y

R

R

Y

SIGNAL

PEDESTRIAN

ACCESSIBLE

4.0

DW DW

OFF OFFNTOR

4.0

3.0

2.90.0

STANDARD OVERLAP SKIP FEATURES APPLY.

ROUTE 83 & ROUTE 30 (HARTFORD TURNPIKE) AT I-84 HOV LANES

C:\Users\wkfrancis\State of Connecticut\0171-0504 - Design\Traffic\Contract_Plans\TR_CP_0171-0504_146-225_TCS.dgn FILE NAME: amayo LASTED SAVED BY:

VERNON

TRAFFIC DATE ELECTRICAL DATE

ENGINEER

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

APPROVED DATE

REV #

ENERGY BY - STATE ADDRESS #

5MAINT LEVEL CL&P #30513SERVICE POLE

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

146-225INTERSECTION #

TCS-03A

0171-0504

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

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

LONG RANGE CABLELRC

D.W.

FL.

ǾW

RC RADAR CABLE

R E

V

D A

T E

360° CAMERA ASSEMBLY

THERMAL DETECTOR

IP DETECTOR

Y

R

YELLOW

GREEN

MAST ARM MOUNTED SIGN

LED LUMINAIRE

RADIO ANTENNA

SD

PERCUSSIVE TONE ONLY DURING PEDESTRIAN WALK INTERVAL.

Ø2

Ø3

Ø4

R

R

R

R

R

3" PVC, SERVICE CABLE

SD6

NB-T

NB-TL

SD2A

SD2

SB-TR

SB-T

D2

D 4A

D

S2

EB-SD

NB-SD6

A

SB-SD2

C

B

E

D

F

EB-R

EB-L

G

10' 147' 225'

10'147'120' 81'

9'

5'

17'

9'

5'

14'

31'

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

H

14/5

2-14/5, CAT 6

3-14/5, CAT 6

4-14/5, CAT 6

5-14/5, CAT 6

ID# 146-225-B

14/5

2-14/5

ID# 146-225-A

2" RMC, 14/7, 3-14/5, 10/3

SEE DETAIL "B"

2" RMC, SPARE

2" RMC, 14/7, 10/3

SEE DETAIL "C"

2" RMC, 6-14/5, 2-RC

ID# 146-225-B

2" RMC, CAT 6

2" RMC, SPARE

EASTING: 1068431.51'

NORTHING: 860837.52'

GPS COORDINATES:

2-14/5

INSTALL PULL TAPE, 48 STRAND FIBER OPTIC INTERCONNECT

EXIST. 2" RMC, 16/ 6 TWISTED PAIR, COMMUNCATION CABLE (REMOVE),

3-14/5

G

S2

INSTALL PULL TAPE, 48 STRAND FIBER OPTIC INTERCONNECT

EXIST. 2" RMC, 16/ 6 TWISTED PAIR, COMMUNCATION CABLE (REMOVE),

INSTALL PULL TAPE, 48 STRAND FIBER OPTIC INTERCONNECT INT NO. 146-228

EXIST. 2" RMC, 16/ 6 TWISTED PAIR COMMUNCATION CABLE (REMOVE),

ELECTRICAL CALLOUTS

9'5'56'

P

P

P

H

P

2" RMC, 3-14/7, 4-14/5, 10/3

DROP CABLE

2" RMC, 12 STRAND FIBER OPTIC

2" RMC, SPARE

2" RMC, SPARE

CL CL

CL

DROP CABLE

2" RMC, 12 STRAND FIBER OPTIC

W

F

L

I

D6

ID# 146-225-A

2" RMC, 14/7, 3-14/5, 10/3

2" RMC, 14/7

2" RMC, 3-14/5, 10/3

2" RMC, SPARE

2" RMC, SPARE

2" RMC, 48 STRAND FIBER OPTIC INTERCONNECT

W L

Y

D

SEE DETAIL "A"

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

2" RMC, 14/7, 3-14/5, 10/3

E X

P

P

DETAIL "B" - N.T.S.

DETAIL "A" - N.T.S.

2" RMC, 3-14/7, 4-14/5, 2-10/3

2" RMC, SPARE

2" RMC, 3-14/7, 4-14/5, 2-10/3

2" RMC, SPARE

DROP CABLE

2" RMC, 12 STRAND FIBER OPTIC

P

DETAIL "C" - N.T.S.

50'

2" RMC, 48 STRAND FIBER OPTIC INTERCONNECT

H

2" RMC, 3-14/7, 4-14/5, 2-10/3

2" RMC, SPARE

2" RMC, 12 STRAND FIBER OPTIC DROP CABLE

2" RMC, 14/7

2" RMC, 10/3

I

SD6A

EB-SD

4A

G

A

K

B

C

Y

2" SURFACE MOUNTED RMC, 10/3

2" RMC, 10/3

M

N

W

3/4" LIQUID TIGHT FLEXIBLE METAL CONDUIT, 10/3

Z

12"

RYG

12" R

Y

G

5,6

P

SOLID - OVERLAP

HAND/PERSON

9"

WITH RETROREFLECTIVE YELLOW BORDER.

ALL VEHICULAR SIGNAL FACES TO HAVE BACKPLATES

ALL INDICATIONS TO HAVE LED LAMPS.

MAST ARM INFORMATION

*** HEIGHT ABOVE ROADWAY.

** TO BE CALCULATED BY THE CONTRACTOR BASED ON THE FIELD CONDITIONS. MAST ARM TO BE COMBINATION TYPE.

*TO BE CALCULATED BY THE CONTRACTOR BASED ON THE FIELD CONDITIONS.

N60°56'20.1"W860832.02'1068425.94'--10'2-3'50'*146-225-B

N19°16'50.5"W860790.73'1068314.12'30'12'--35'*146-225-A

NORTHINGEASTING BEARING

MAST ARM

GPS COORDINATES

INSTALLED

YEAR

HEIGHT ***

BRACKET

LUMINAIRE

LENGTH **

EXTENSION

BRACKET

LUMINAIRE

CAMERA

FOR 360 DEGREE

VERTICAL RISER

MOUNT

DETECTOR

RADAR

LENGTH

ARM

HEIGHT

ATTACHMENT

APPROX. ARM

ID #

30" X 30" CONCRETE HANDHOLE TYPE I.

30" X 30" X 36" CONCRETE HANDHOLE TYPE I, WITH 4" EXTENSION.

AND AT INTERSTATE 84 (I-84) HOV LANE RAMPS.

STATE TO MAINTAIN SIGNS, PAVEMENT MARKINGS, AND STOP BARS ON ROUTE 30 & ROUTE 83 (HARTFORD TURNPIKE)

ALL CROSSWALKS ARE BAR TYPE.

MAST ARM NOTES

SUBMISSION OF WORKING DRAWINGS.

CROSS SECTIONS AND DIMENSIONS, BASED ON FIELD SURVEY, PRIOR TO

CONTRACTOR TO VERIFY ALL MAST ARM INFORMATION INCLUDING

OVERHEAD COMMUNICATION CABLES.

MAST ARM ASSEMBLY TO HAVE MINIMUM CLEARANCE OF 24" FROM

1,2

CONSTRUCTION NOTES

SEE SPECIAL PROVISION FOR ITEM NO. 1116110A "BLANK-OUT SIGN".

CLEAN EXISTING INTERCONNECT HANDHOLES. WORK TO BE PAID FOR UNDER ITEM NO. 1010060 – CLEAN EXISTING HANDHOLE.

CLEAN EXISTING INTERCONNECT CONDUITS. WORK TO BE PAID FOR UNDER ITEM NO. 1008908 – CLEAN EXISTING CONDUIT.

DETECTOR AND THE CONTROLLER CABINET.

MANUFACTURER OR THEIR DESIGNATED REPRESENTATIVE. DETECTOR CABLES ARE TO BE INSTALLED CONTINUOUS BETWEEN EACH VIDEO AND RADAR DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY. EXACT LOCATIONS SHALL BE DETERMINED BY THE

COORDINATE THIS REVISION WITH CONNECTICUT D.O.T. SIGNAL LAB AT DOT.SIGNALLAB@CT.GOV AT LEAST 45 DAYS PRIOR TO REVISION.

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

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

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

INSTALL 15-AMP CIRCUIT BREAKER IN THE CONTROLLER CABINET AS SPECIFIED IN THE SPECIAL PROVISION.

INSTALL STATE FURNISHED CONTROLLER.

16" x 14" x 6" NEMA 4X NON-METALLIC JUNCTION BOX (SURFACE MOUNTED).

RESET TYPE "C" CATCH BASIN. WORK TO BE PAID FOR UNDER ITEM 0586601 - RESET TYPE "C" CATCH BASIN.

ALUMINUM PEDESTAL AND FOUNDATION.

INSTALL 3-SECTION SIGNAL HEAD 5, TWO-WAY COUNTDOWN SIGNAL, AND APS PUSH BUTTONS ON 12 FOOT

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

ITEM NO. 1112242A - "FIBER OPTIC CABLE SPLICE ENCLOSURE".

INSTALL FIBER OPTIC CABLE SPLICE ENCLOSURE IN HANDHOLE. WORK TO BE PAID FOR UNDER

(SEE TCS-03B FOR DETAIL).

ATTACHMENT WELDED TO 1/4" STEEL PLATE AND GALVANIZED (BY CONTRACTOR) PAID FOR UNDER ITEM NO. 1004005A.

INSTALL LIGHT STANDARD ON STRUCTURE (6' BRACKET. LUMINAIRE PAID UNDER ITEM NO. 1005668.01 (MULTI-VOLT). SIMPLEX ARM

12K LUMEN LUMINAIRE PAID FOR UNDER ITEM NO. 1005668.01A.

PROPOSED LUMINAIRE WITH 12' BRACKET ARM TO BE MOUNTED ON COMBINATION MAST ARM ASSEMBLY.

LANDING AREA. LUMINAIRE PAID UNDER ITEM NO. 1005668.02 (MULTI-VOLT).

INSTALL LIGHT STANDARD FOUNDATION, LIGHT STANDARD (12' BRACKET, 30' MOUNTING HEIGHT) ALUMINUM ADJACENT TO

REMOVE AND REPLACE EXISTING ABUTTMENT-WALL MOUNTED RISER WITH NEW 2" RMC AT SAME LOCATION.

30" X 30" X 36" CONCRETE HANDHOLE TYPE I, WITH 4" EXTENSION.

EXTEND NEW RIGID METAL CONDUIT INTO EXISTING HANDHOLE.

INSTALL CONCRETE SIDEWALK TYPE 9

INSTALL CONCRETE SIDEWALK (MODIFIED) TYPE 5

INSTALL CONCRETE SIDEWALK (MODIFIED) TYPE 14

PAID UNDER ITEM NO. 0921024 - "CONCRETE PAVERS."

REMOVE EXISTING CONTROLLER CABINET FOUNDATION AND INSTALL CONCRETE PAVERS TO MATCH EXISTING. WORK TO BE

RESET CONCRETE PAVERS. WORK TO BE PAID UNDER ITEM NO. 0921038 - "RESET CONCRETE PAVING BRICK."

ITEM NO. 0921001 - CONCRETE SIDEWALK.

CONSTRUCT CONCRETE SIDEWALK BETWEEN NEW SIDEWALK RAMP AND EXISTING SIDEWALK. WORK TO BE PAID UNDER

INSTALL CONCRETE SIDEWALK RAMPS PER GUIDE SHEETS.

INSTALL PEDESTAL FOUNDATIONS ADJACENT TO LANDING AREAS.

CONTACT THE DIVISION OF TRAFFIC ENGINEERING.

PROVIDE A FREE PATH OF NOT LESS THAN FIVE FEET. IF A MINIMUM 5-FOOT FREE PATH IS UNAVAILABLE, NOTIFY THE ENGINEER AND THE LOCATION OF TRAFFIC SIGNAL FOUNDATIONS WHEN IN OR ADJACENT TO SIDEWALKS SHALL BE VERIFIED PRIOR TO INSTALLATION TO

OF TRAFFIC SIGNAL EQUIPMENT".

REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISION FOR ITEM #1118012A "REMOVAL AND/OR RELOCATION

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 FOR REVIEW AND

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

ALL TRAFFIC SIGNAL EQUIPMENT IS NEW, EXCEPT AS NOTED.

PRESENCE360 VIDEO6' X 10'37EB-SD4A

PRESENCE360 VIDEO6' X 10'36EB-SD4

PRESENCERADAR16' X 10'52SB-SD2

PRESENCERADAR16' X 10'51NB-SD6

PRESENCE360 VIDEO6' X 6'35EB-R

PRESENCE360 VIDEO6' X 6'34EB-L

PRESENCE360 VIDEO6' X 6'33SB-TR

PRESENCE360 VIDEO6' X 6'32SB-T

PRESENCE360 VIDEO6' X 6'31NB-T

PRESENCE360 VIDEO6' X 6'30NB-TL

PRESENCE360 VIDEO6' X 40'29SD6A

PRESENCE360 VIDEO6' X 40'28SD6

PRESENCE360 VIDEO6' X 40'27SD2A

PRESENCE360 VIDEO6' X 40'26SD2

PRESENCERADAR16' X 150'50D6

PRESENCE360 VIDEO6' X 40'25D4A

PRESENCE360 VIDEO6' X 40'20D4

PRESENCERADAR16' X 150'49D2

MODETYPESIZE (WxL)DET. #IDENT

SYSTEM DETECTOR CHART

146-225

146-209

146-220

146-235

SEE TECH NOTES146-228

NONEFLASH146-203

%SECDAYSTIMEFUNCTION

OFFSET

CYCLE

PROGRAM

146-229

MASTER

CLOSED LOOPCOORDINATION TYPE: SYSTEM LOC

NOTES

PAVEMENT MARKING NOTES

WITHIN 2 FEET OF CROSSWALKS.

INSTALL NEW CROSSWALKS AS SHOWN. ERADICATE LANE MARKINGS

ARROWS AS SHOWN.

REPAINT ALL STOP BARS, LANE MARKINGS, AND ALL PAVEMENT MARKING

(BLANK OUT SIGN)

S2

PHASING DIAGRAM

Y

12" R

Y

12" R

(SINGLE MESSAGE)

MOVEMENT DIAGRAM

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

FLASH GRN CL CL GRN CL CL

F A

C E

S2

E R

V A

L S

MIN GRN

WALK

PED CLR

VEH EXT

MAX 1

MAX 2

YELLOW

RED

ADD INIT

MAX INIT

TBR

TTR

MIN GAP

MODE

INIT START

HORIZONTAL SCALE

40 80

P P

P

SIGNAL FACES

PHASE 2

GRN CL CL

PHASE 4

D

F

G

K

1 2

PP

P

H

W

L

M

X

H

W

A

B

30' MOUNTING HEIGHT, (U.O.N)

LED LUMINAIRE - 18K LUMEN, TYPE III DISTRIBUTION, MULTI-VOLT, FULL-CUTOFF,

30' MOUNTING HEIGHT, (U.O.N)

LED LUMINAIRE - 12K LUMEN, TYPE III DISTRIBUTION, MULTI-VOLT, FULL-CUTOFF,

FOUNDATION (TYPE 1)

PROPOSED ALUMINUM LIGHT STANDARD (TRANSFORMER BASE) AND

ILLUMINATION LEGEND

C

N

Y

I

Z

03.04 david.tompkins

SLR

ROUTE 83 & ROUTE 30 (HARTFORD TURNPIKE) AT I-84 HOV LANES

C:\Users\wkfrancis\State of Connecticut\0171-0504 - Design\Traffic\Contract_Plans\TR_CP_0171-0504_146-225_TCS.dgn FILE NAME: amayo LASTED SAVED BY:

VERNON

TRAFFIC DATE ELECTRICAL DATE

ENGINEER

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

APPROVED DATE

REV #

ENERGY BY - STATE ADDRESS #

5MAINT LEVEL CL&P #30513SERVICE POLE

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

146-225INTERSECTION #

TCS-03B

0171-0504

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

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

LONG RANGE CABLELRC

D.W.

FL.

ǾW

RC RADAR CABLE

R E

V

D A

T E

360° CAMERA ASSEMBLY

THERMAL DETECTOR

IP DETECTOR

Y

R

YELLOW

GREEN

MAST ARM MOUNTED SIGN

LED LUMINAIRE

RADIO ANTENNA

SD

SPARESPAREPPI A12HANDHOLE1/12AQUBLU

SPARESPAREPPI A11HANDHOLE1/11ROSBLU

SPARESPAREPPI A10HANDHOLE1/10VIOBLU

SPARESPAREPPI A9HANDHOLE1/9YELBLU

SPARESPAREPPI A8HANDHOLE1/8BLKBLU

SPARESPAREPPI A7HANDHOLE1/7REDBLU

SPARESPAREPPI A6HANDHOLE1/6WHTBLU

SPARESPAREPPI A5HANDHOLE1/5SLABLU

NETWORK SWITCH RxTO INT 146-229PPI A4HANDHOLE1/4BRNBLU

NETWORK SWITCH TxTO INT 146-229PPI A3HANDHOLE1/3GRNBLU

NETWORK SWITCH RxTO INT 146-228PPI A2HANDHOLE1/2ORABLU

NETWORK SWITCH TxTO INT 146-228PPI A1HANDHOLE1/1BLUBLU

USAGESITE INFO

PANEL ASSG

FIBER PATCH

POINT

SPLICE

STRAND

STRANDBUFFER

FIBER ASSIGNMENT TABLE

I-8 H

O V R

A M

P S

400 (805) [865]

15 (1) [6]

500 (554) [751]

40 (10) [18]

(8 ) [5

(4

) [2

RTE. 30 & RTE. 83

HARTFORD TURNPIKE

A.M. PEAK HOUR (P.M. PEAK HOUR) [SATURDAY PEAK HOUR]

2025 TRAFFIC COUNTS

NOT TO SCALE

DETAILS OF BRACKET ARM ATTACHMENTM

6' BRACKET ARM

SIMPLEX ARM ATTACHMENT

3/4" BOLTS, 12" CL TO CL

3/4" BOLTS, 12" CL TO CL

SIMPLEX ARM ATTACHMENT

15" X 9" X 1/4" STEEL PLATE

15" X 9" X 1/4" STEEL PLATE

BRIDGE WALL

TO NON-METALLIC JUNCTION BOX

3/4" LIQUID TIGHT FLEXIBLE METAL CONDUIT

12"

03.05 david.tompkins

SLR

HCL&P

#30519

W/UG

CL&P

#30521

W/BOX

HH

CL&P

#30522

W/UG

DELIN

DELIN

GRASS

GRASS

GRASS

CONC WALK

CONC WALK

LAWN

LAWN

HHHH

HH

HH

HH

CONC

PAD

GRASS

GRASS

CONC

PAD

BUS STOP

CP-3

CP-4

CL&P

#30520

CL&P

#30535

(NEW)

HH

CL&P

#305225

W/UG

SIGN

S

IG

N

GRASS

GRASS

GRASS

LAWN

GRASS

LAWN

EN

TR

A N

C E R

A M

P I-8

W

B

LUM

GRASS

CONC

RAMP

GRASS

CAMERA

W/SOLAR

OLD

CL&P

#1401

CONC

RAMP

CONC

RAMP

HH

HH

CL&P

#30526

HH

EASEM

ENT RESERVED IN FAVO

R O F

S.O .C . O

R ASSIG

NS

EASEMENT TO MAINTAIN

SLOPE RESERVED

IN FAVOR OF S.O.C.

OR ASSIGNS SHEET 3 OF 14

REFERENCE: ROW MAP 146-10

SHEET 2 OF 14

REFERENCE: ROW MAP 146-10

SHEET 2 OF 14

REFERENCE: ROW MAP 146-10

ROW MAP 146-1

0 SHEET 3 O

F 14

ROW MAP 146

-10 SH

EET 3

OF 14

EN

TR

A N

C E R

A M

P I-8

W

B

SUBJECT TO EASEMENTS FOR METAL BEAM RAIL

AND END ANCHORAGE AND FOR SLOPES IN

FAVOR OF STATE OF CONNECTICUT

DEPARTMENT OF TRANSPORTATION

((146)76-89 -110)

E A

S E

M E

N T S R

E S E R

V E

D

IN

F

A V

O R O

F S .O .C

O R A

S S

IG

N S

G.G.

GRASS

N/F

200 HARTFORD

TURNPIKE, LLC

N/F

TOWN OF VERNON

N/F

TOWN OF

VERNON

MB SELECT GROUP, LLC

TRI-CITY PLA

ZA OWNER LLC

N O

N A

C C

E

SS H

W Y

LIN

E

NON ACCESS HWY LINE

NON ACCESS HWY LINE

NON ACCESS HWY LINE

UNLIM ACCESS HWY LINE

UNLIM

ACCESS H

WY LIN

E

CHD

(FND)

HWY LINE (PER 146-10-1)

CL&P

#30519

W/UG

CL&P

#30521

W/BOX

CL&P

#30522

W/UG

CONC WALK

CONC WALK

CONC

PAD

CONC

PAD

CP-3

CP-4

CL&P

#30520

CL&P

#30535

(NEW)

CL&P

#305225

W/UG

EN

TR

A N

C E R

A M

P I-8

W

B

CONC

RAMP

OLD

CL&P

#1401

CONC

RAMP

CONC

RAMP

CL&P

#30526

EASEM

ENT RESERVED IN FAVO

R O F

S.O .C . O

R ASSIG

NS

EASEMENT TO MAINTAIN

SLOPE RESERVED

IN FAVOR OF S.O.C.

OR ASSIGNS SHEET 3 OF 14

REFERENCE: ROW MAP 146-10

SHEET 2 OF 14

REFERENCE: ROW MAP 146-10

SHEET 2 OF 14

REFERENCE: ROW MAP 146-10

ROW MAP 146-1

0 SHEET 3 O

F 14

ROW MAP 146

-10 SH

EET 3

OF 14

EN

TR

A N

C E R

A M

P I-8

W

B

SUBJECT TO EASEMENTS FOR METAL BEAM RAIL

AND END ANCHORAGE AND FOR SLOPES IN

FAVOR OF STATE OF CONNECTICUT

DEPARTMENT OF TRANSPORTATION

((146)76-89 -110)

E A

S E

M E

N T S R

E S E R

V E

D

IN

F

A V

O R O

F S .O .C

O R A

S S

IG

N S

K E

LLY

R

O A

D

ROUTE 83 (TALCOTTVILLE ROAD)

ROW MAP 146-1

0 SHEET 3 O

F 14

EN

TR

A N

C E R

A M

P I-8

W

B

SHEET 2 OF 14

REFERENCE: ROW MAP 146-10

N O

N A

C C

E

SS H

W Y

LIN

E

NON ACCESS HWY LINE

NON ACCESS HWY LINE

NON ACCESS HWY LINE

UNLIM ACCESS HWY LINE

UNLIM

ACCESS H

WY LIN

E

CHD

(FND)

HWY LINE (PER 146-10-1)

N/F

200 HARTFORD

TURNPIKE, LLC

COORDI

NATE

G

RI

D

U

TE 3

(H A

R

TFO

R D

TU

R N P

IK

E)

ROUTE 30/83 (HARTFORD TURNPIKE)

EN

TRA

N C

E RA

M P

I-84 W B

ROW MAP 146-10 SHEET 3 OF 14

PRE-EMPTION TO BE INOPERATIVE DURING FLASHING OPERATION.

ROUTE 83 (TALCOTTVILLE ROAD) AT ROUTE 30 (HARTFORD TURNPIKE) AND KELLY ROAD

4/29/2026

TOWN(S):

PLOTTED DATE:

C:\Users\wkfrancis\State of Connecticut\0171-0504 - Design\Traffic\Contract_Plans\TR_CP_0171-0504_146-228_TCS.dgn FILE NAME: wkfrancis LASTED SAVED BY:

VERNON

TRAFFIC DATE ELECTRICAL DATE

ENGINEER

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

APPROVED DATE

REV #

ENERGY BY - TOWN ADDRESS #

MAINT LEVEL 1 SERVICE POLE - CL&P 30520

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

146-228INTERSECTION #

TCS-04A

0171-0504

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

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

LONG RANGE CABLELRC

D.W.

FL.

ǾW

RC RADAR CABLE

R E

V

D A

T E

360° CAMERA ASSEMBLY

THERMAL DETECTOR

IP DETECTOR

Y

R

YELLOW

GREEN

MAST ARM MOUNTED SIGN

LED LUMINAIRE

RADIO ANTENNA

SD

A

B

D

C

E

INSTALLED PEDESTRIAN SIGNAL EQUIPMENT AND UPDATED DETECTION UNDER PROJECT 0171-0504.

1.5

3.0

1.0

4.4

2.5

SIGNAL

PEDESTRIAN

ACCESSIBLE

1.8

R

R R R

4.4

2.5

SIGNAL

PEDESTRIAN

ACCESSIBLE

1.8

R

R

R

R

G

R

Y

R

R R R

R

R

R

R

R

R

R R R R

R R R R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R R R R

R R R R

R R R R

R R R R

R R R R

R G Y R

R R R R

R

R R R R

Y

RR

R

R R R

RR

R

R R R

RR

R R R

R R R

R

R R R

RR

RY

R

R R R

RR

R

R R R

RR

R R R

R R R

R

R R R

RR

R

RRR

RRR

RY

G RY

G

RY

R R R

R

G Y R

RR

R

R R R

RR

R R R

RR YR

SIGNAL

PEDESTRIAN

ACCESSIBLE

P2, P2A

P4, P4A

P6, P6A

P8, P8A

R

R

R

R

R

R

R

OFF

DW

WØ DW

WØ DW

5.0

3.9

3.9

1.5

3.0

1.0

WØ DW

WØ DW

DW

DW

DW

DW

DW

DW

DW

DW

DW

DW

DW

DW

DW

DW

DW

DW

DW

DW

DW

5.0

3.2

3.0

ARTERY DETECTORS TO BE NON-ACTUATING DURING COORDINATION.

PERCUSSIVE TONE ONLY DURING PEDESTRIAN WALK INTERVAL FOR P2 BUTTON. SPEECH MESSAGE

COUNTDOWN ONLY DURING FLASHING PEDESTRIAN CHANGE INTERVAL.

TIMINGS SHOWN REFLECT FREE OPERATION.

ACTUAL COORDINATION INFORMATION TO BE DETERMINED BY THE CLOSED LOOP LOCAL COORDINATION UNIT.

"KELLY. WALK SIGN IS ON TO CROSS KELLY" DURING PEDESTRIAN WALK INTERVAL FOR P2A.

"TALCOTTVILLE. WALK SIGN IS ON TO CROSS TALCOTTVILLE" DURING PEDESTRIAN WALK INTERVAL FOR P4A AND P8A.

PERCUSSIVE TONE ONLY DURING PEDESTRIAN WALK INTERVAL FOR P4 AND P8 BUTTONS. SPEECH MESSAGE

"HARTFORD. WALK SIGN IS ON TO CROSS HARTFORD" DURING PEDESTRIAN WALK INTERVAL FOR P6A.

PERCUSSIVE TONE ONLY DURING PEDESTRIAN WALK INTERVAL FOR P6 BUTTON. SPEECH MESSAGE

ON RED

TURN

NO

30"

30"

MIN RECALL

THIS PHASE

MIN RECALL

THIS PHASE

S2

S6

OFF

OFF

NTOR YIELD

NTOR YIELD

OFF

OFFOFF

NTOR OFF

OFF OFF

OFF

NTOR

R R R

Y R

YIELD PT. YIELD PT.

SIGNAL

PEDESTRIAN

ACCESSIBLE

TO BE Y IF PHASE 4 IS NEXT.

TO BE R IF PHASE 4 IS NEXT.

CONCURRENT PEDESTRIAN PHASE ONLY COMES IN WHEN ACTUATED BY ASSOCIATED PUSH BUTTON.

BLANK-OUT SIGNS TO ONLY BE ON WHEN ASSOCIATED PEDESTRIAN PHASES ACTUATED.

UNUSED TIME TO BE REALLOCATED.

STANDARD OVERLAP SKIP FEATURES APPLY.

RR

G

INSTALLED NEW CONTROLLER AND CABINET, AND FIBER INTERCONNECT CABLE.

UNLIM

ACCESS

HWY LINE

PHASE 6 - PRE-EMPT 1

LPI GRN CL CL

PHASE 2

LPI GRN CL CL

ID# 146-228-A

ID# 146-228-B

P2A

P2

P8

P6

P6A

P8 A P4

P4A

D1

SD6

SD6A

SD6B

NB-T1

NB-L

NB-T2

NB-R

SD2B

SD2A

SD2

D5

SB-T2

SB-R

SB-T1

SB-L

D6

D2

D 7A

D

W B-

SD

S6

B

X

D 4A

D

D 4B

W

W

W

W

S2

B

E

A

A

D

D

BB

C

W B-L1

W B-L2

W B-T

132'

Y

Q

P

RY

NB-SD6

10'

A

A

D

EB-LT

EB-T

SB-SD

SEE DETAIL 'A'

INSTALL 2" RMC, 14/7, 10/3

INSTALL 2" RMC, SPARE

INSTALL 2" RMC, 2-10/3, 2-14/7

INSTALL 2" RMC, 14/7, 10/3

INSTALL 2" RMC, 14/5

INSTALL 2" RMC, 14/7

14/7, 7-14/2 (REMOVE), INSTALL 3-10/3, 4-14/7, 14/5

ID# 146-228-B

4-14/7, 14/53-10/3, INSTALL 14/15, 14/7, 7-14/2 (REMOVE),

4-14/7, 14/5INSTALL 3-10/3, 14/15, 14/9, 14/7, 7-14/2 (REMOVE),

4-14/7, 14/53-10/3, INSTALL

14/7, 7-14/2 (REMOVE), 14/15, 14/9, 20/3,

4-14/7, 14/53-10/3, INSTALL

, 14/15, 14/12, 14/9, 20/314/7, 7-14/2 (REMOVE),

4-14/7, 14/53-10/3, INSTALL

, 14/15, 14/12, 14/9, 2-20/314/7, 7-14/2 (REMOVE),

4-14/7, 14/53-10/3, INSTALL

, 14/15, 14/12, 2-14/9, 2-20/314/7, 7-14/2 (REMOVE),

4-14/7, 14/53-10/3, INSTALL

, 14/15, 14/12, 3-14/9, 2-20/314/7, 7-14/2 (REMOVE),

4-14/7, 14/53-10/3, INSTALL

, 14/15, 14/12, 3-14/9, 14/5, 2-20/314/7, 7-14/2 (REMOVE),

INSTALL 3-10/3, 4-14/7, 14/5

14/25, 2-20/3, 14/7, 7-14/2 (REMOVE),

ELECTRICAL CALLOUTS

ID# 146-228-A

INSTALL 3-10/3, 3-14/7

2" RMC, REMOVE 3-14/2,

INSTALL 2" RMC, LRC

INSTALL 2" RMC, 10/3, RC

INSTALL 2" RMC, LRC

INSTALL 2" RMC, LRC

14/25, 2-20/314/7, 7-14/2 (REMOVE), 2.5" RMC,

INSTALL 2" RMC, 3-10/3, 5-14/7, 14/5

P2

P2

INSTALL 2" RMC, LRC

2" RMC, SPARE

2" RMC, INSTALL 10/3, 2-14/7, RC

2" RMC, INSTALL 10/3, 2-14/7, RC

INSTALL 2" RMC, LRC

2" RMC, INSTALL 10/3, 14/7, RC

DETAIL 'A'

X

P S

T

T

2" RMC, INSTALL 2-14/7

INSTALL 2" RMC, 10/3

INSTALL 2" RMC, 10/3

INTERCONNECT TO INT. 146-225

48 STRAND FIBER OPTIC

(REMOVE), INSTALL PULL TAPE,

COMMUNCATION CABLE

2" RMC, 16/ 6 TWISTED PAIR

OPTIC INTERCONNECT

INSTALL PULL TAPE,48 STRAND FIBER

COMMUNCATION CABLE (REMOVE),

2" RMC, 16/ 6 TWISTED PAIR

FIBER OPTIC INTERCONNECT

CABLE (REMOVE), INSTALL PULL TAPE, 48 STRAND

2" RMC, 16/ 6 TWISTED PAIR COMMUNCATION

INTERCONNECT

48 STRAND FIBER OPTIC

(REMOVE), INSTALL PULL TAPE,

COMMUNCATION CABLE

2" RMC, 16/ 6 TWISTED PAIR

INTERCONNECT TO INT. 146-203

48 STRAND FIBER OPTIC

CABLE(REMOVE), INSTALL

PAIR COMMUNCATION

2" RMC, 16/ 6 TWISTED

OPTIC INTERCONNECT

INSTALL PULL TAPE, 48 STRAND FIBER

COMMUNCATION CABLE(REMOVE),

2" RMC, 16/ 6 TWISTED PAIR

M

CABLE

3" PVC, SERVICE

INSTALLED BY OTHERS

UTILITY STUB POLE

38'

5' 50'

14'

31'

5'

28'

5'

J

G

I

G

F

G

H

INSTALL 2" RMC, 14/7

P

L

L

3'

'16

3'

SHELTER TO REMAIN

EXISTING BUS STOP

F

E

D

Z

36'

29'

K

K

D

E

INSTALL 14/7, 14/5

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

U

U

U

2" RMC, INSTALL 10/3, 2-14/7, RC

FIBER OPTIC INTERCONNECT

INSTALL 2" RMC, 48 STRAND

N A

O

B

W

B-SD

W

B-SD

4A

W

B-SD

4B

EB-SD

EB-SD

7A

RELOCATE GUIDE SIGNS

G

E

C OPTIC DROP CABLE

INSTALL PULL TAPE, 12 STRAND FIBER

COMMUNICATIONS CABLE (REMOVE)

2" RMC, 16/6 TWISTED PAIR

12" R

Y

G

2, 3, 6, 8

P6, P6A, P8, P8A

P2, P2A, P4, P4A, SOLID - OVERLAP

HAND/PERSON

9"

SIGNAL FACES

ALL INDICATIONS HAVE LED LAMPS.

SPAN POLE INFORMATION

-1997-22"32'146-228-B

-1997-22"32'146-228-A

CAMERA

360 DEGREE

VERTICAL RISER FOR

INSTALLED

YEAR

LENGTH

BRACKET

CAMERA

CIRCLE

BOLT

LENGTH

POLE

ID #

TYPE I, WITH 4" EXTENSION.

30" X 30" X 36" CONCRETE HANDHOLE.

TYPE II.

30" X 30" HANDHOLE. OTHERS TO BE

ALL CROSSWALKS ARE BAR TYPE.

PAVEMENT MARKINGS ON KELLY ROAD.

TOWN TO MAINTAIN ALL OTHER

ROAD) AND ALL STOP BARS.

TURNPIKE) AND ROUTE 83 (TALCOTTVILLE

MARKINGS ON ROUTE 30 (HARTFORD

STATE TO MAINTAIN SIGNS, PAVEMENT

MAINTAINED BY THE TOWN OF VERNON.

PRE-EMPTION EQUIPMENT OWNED AND

NOTES:

12"

12"

R

YY

G

R

Y

G

12"

12"

71, 4, 5 9

EXISTING

41-6125EXISTING

31-0308EXISTING

31-1119EXISTING

51-2685RELOCATE

HOV SIGNRELOCATE

51-6662RELOCATE

51-6654RELOCATE

31-0445EXISTING

31-0552RELOCATE

SIGN LEGEND

CONSTRUCTION NOTES

PAVEMENT MARKING NOTES

146-220

146-235

SEE TECH NOTES146-228

NONEFLASH146-203

%SECDAYSTIMEFUNCTION

OFFSET

CYCLE

PROGRAM

146-229

MASTER

CLOSED LOOPCOORDINATION TYPE: SYSTEM LOC

PHASE 1 - PRE-EMPT 1

GRN CL CL

PHASE 3

GRN CL CL

PHASE 4 - PRE-EMPT 2

GRN CL CL

PHASE 7

GRN CL CL

PHASE 8

GRN CL CL

PHASE 9

GRN CL CL

PHASE 5

GRN CL CL

NTOR

FLASH

F A

C E

E R

V A

L S

MIN GRN

WALK

PED CLR

VEH EXT

MAX 1

MAX 2

YELLOW

RED

ADD INIT

MAX INIT

TBR

TTR

MIN GAP

MODE

INIT START

PRESENCE360 VIDEO6' X 6'22WB-SD4B

PRESENCE360 VIDEO6' X 6'19WB-SD4A

PRESENCE360 VIDEO6' X 6'18WB-SD4

PRESENCE360 VIDEO6' X 10'48EB-SD7A

PRESENCE360 VIDEO6' X 10'47EB-SD7

PRESENCERADAR16' X 10'52SB-SD2

PRESENCERADAR14' X 10'51NB-SD6

PRESENCE360 VIDEO6' X 6'46WB-T

PRESENCE360 VIDEO6' X 6'45WB-L2

PRESENCE360 VIDEO6' X 6'44WB-L1

PRESENCE360 VIDEO6' X 6'43EB-T

PRESENCE360 VIDEO6' X 6'42EB-LT

PRESENCE360 VIDEO6' X 6'41SB-R

PRESENCE360 VIDEO6' X 6'40SB-T2

PRESENCE360 VIDEO6' X 6'39SB-T1

PRESENCE360 VIDEO6' X 6'38SB-L

PRESENCE360 VIDEO6' X 6'37NB-R

PRESENCE360 VIDEO6' X 6'36NB-T2

PRESENCE360 VIDEO6' X 6'35NB-T1

PRESENCE360 VIDEO6' X 6'34NB-L

PRESENCE360 VIDEO6' X 40'33SD6B

PRESENCE360 VIDEO6' X 40'32SD6A

PRESENCE360 VIDEO6' X 40'31SD6

PRESENCE360 VIDEO6' X 40'30SD2B

PRESENCE360 VIDEO6' X 40'29SD2A

PRESENCE360 VIDEO6' X 40'28SD2

PRESENCE360 VIDEO6' X 40'27D7A

PRESENCE360 VIDEO6' X 40'23D7

PRESENCERADAR14' X 150'50D6

PRESENCE360 VIDEO6' X 40'21D5

PRESENCE360 VIDEO10' X 40'26D4B

PRESENCE360 VIDEO10' X 40'25D4A

PRESENCE360 VIDEO10' X 40'20D4

PRESENCERADAR16' X 150'49D2

PRESENCE360 VIDEO6' X 40'17D1

MODETYPESIZE (WxL)DET. #IDENT

SYSTEM DETECTOR CHART

(DUAL MESSAGE)

(BLANK OUT SIGNS)

, S6

TURNING

VEHICLES

S2

P2A

P2

P6A

P6

9 P4A

P4

P8A

P8

NONENONEEXIT CALL

72 & 6EXIT PHASE

41 & 6HOLD PHASE

3.21.0HOLD RED

3.93.0HOLD YELLOW

1515HOLD GREEN

PARENTPARENTALT. PED. CLR.

PARENTPARENTALT. RED

PARENTPARENTALT. YELLOW

55ALT. MIN. GRN

00DELAY

YESYESDET. LOCK

NONOPRIORITY

PRE-EMPT

PRE-EMPT

SETTINGS

PRE-EMPTION

W

SCALE

40 80

INSTALL 15A CIRCUIT BREAKER IN CONTROLLER CABINET FOR ILLUMINATION.

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

SEE SPECIAL PROVISION FOR ITEM # 1116110A "BLANKOUT SIGN"

AND INSTALL THE SERVICE RISER AND LINE-SIDE CONDUCTORS.

BOND AND GROUND RMC SWEEPPER EVERSOURCE REQUIREMENTS. EVERSOURCE TO FURNISH

A PVC FEMALE ADAPTER. TO BE PAID FOR UNDER ITEM NO. 1017032A – SERVICE (METERED).

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

SERVICE UTILITY POLE TO THE METER SOCKET.

INSTALL 3" POLYVINYL CHLORIDE CONDUIT IN TRENCH UNDER ITEM # 1008129 FROM THE

1.07 - LEGAL RELATIONS AND RESPONSIBILITIES.

COORDINATE WITH UTILITY COMPANY REPRESENTATIVES LISTED IN THE SPECIAL PROVISION,

DOT.SIGNALLAB@CT.GOV AT LEAST 45 DAYS PRIOR TO REVISION.

COORDINATE THIS REVISION WITH CONNECTICUT D.O.T. SIGNAL LAB AT

K

861554.27'1068857.63'-1997--22"32'146-228-B

861628.39'1068752.98'-1997--22"32'146-228-A

NORTHINGEASTING

GPS COORDINATES

CAMERA

360 DEGREE

VERTICAL RISER FOR

INSTALLED

YEAR

ORIENTATION

BRACKET

CAMERA

LENGTH

BRACKET

CAMERA

CIRCLE

BOLT

LENGTH

POLE

ID #

F

G

H

I

J

L

Z

WEST

TO

ROAD

KELLY

SOUTH SOUTH

30 83 83

F

D

E

AND/OR RELOCATION OF TRAFFIC SIGNAL EQUIPMENT"

REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISION FOR ITEM #1118012A "REMOVAL

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

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