03-Traffic.pdf

CONSTRUCTION SIGNSGS-20 TO GS-21

PAVEMENT MARKINGSGS-17 TO GS-19

LIGHT STANDARD AND FOUNDATION FOR VEHICLE DETECTIONGS-16

TRAFFIC CONTROL FOUNDATIONSGS-15

STRUCTURES DATAGS-14

CONCRETE SIDEWALK RAMP SHEETSGS-04 TO GS-13

CONCRETE SIDEWALK RAMP INDEX SHEETGS-03

SIGN FACE SHEET ALUMINUM TYPICAL SIGN DETAILSGS-01 TO GS-02

SUPPLEMENTAL COORDINATION INFORMATIONTCS-27

TYPE 2B: STOP WITH BENCH - SIDEWALK ON CURBBSE-103TRAFFIC CONTROL SIGNAL PLANSTCS-01 TO TCS-26

MISCELLANEOUS DETAILSMDS-01 TO MDS-02INDEX OF DRAWINGSTR-01

DRAWING TITLEDRAWING NUMBERDRAWING TITLEDRAWING NUMBER

INDEX OF DRAWINGS

03 - TRAFFIC

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

GNF NCW

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

3/17/2026

SIGNATURE BLOCK: DRAWING TITLE:

TR-01

TOWN(S):

BRANFORD, NORWALK, WESTPORT

MADISON, NEW HAVEN, NORTH

BRIDGEPORT, EAST HAVEN, GUILFORD,

SIGNALS IN DISTRICT 3

INSTALLATION AND REVISION OF TRAFFIC CONTROL

PLOTTED DATE:

C:\Users\funarign\State of Connecticut\0173-0531 - Design\Traffic\Contract_Plans\Subsets\03_TrafficCoverSheet_0173-0531.dgn FILE NAME: FunariGN LASTED SAVED BY:

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0173-0542

DESIGNER/DRAFTER: CHECKED BY:

INDEX OF DRAWINGS

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

03.01

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U.S. ROUTE 1 (BOSTON AVENUE) AT ORCHARD ST. & ASYLUM ST.

3/26/2026

PLOTTED DATE:

C:\Users\funarign\State of Connecticut\0173-0542 - Design\Traffic\Contract_Plans\TR_CP_0173_0542_015_225_XXXPENDING.dgn FILE NAME: FunariGN LASTED SAVED BY:

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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

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RC RADAR CABLE

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 - UI #286

METERED SERVICE

TECHNICAL NOTES OFFICE RECORD

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015-225INTERSECTION #

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PROJECT NO.: DRAWING NO.:

SHEET NO.:

TCS-01

0173-0542

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

SIGNAL PLAN

TRAFFIC CONTROL

PEDESTAL MOUNTED RRFB

VIDEO THERMAL DETECTOR

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A P P R O

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A P P R O

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TR

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HIG

HW

AY LINE

HIG

HW

A

Y LIN

E

HIG

HW

A

Y LIN

E

HIG

HW

AY LINE

YIELDNTORNTOROFFS4

NTORYIELDNTOROFFS2

DWWØDWOFFP4/P4A

DWDWWØOFFP2/P2A

RYGRRRRRR6

RYGRRRRRR5

RYGRRRRRR4

RYGRRRRRR3

RRRRRYGRY2

RRRRRYGRY1

F A

C E

CLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNLPICLCLGRNCLCLGRNLPICLCLGRNFLASH

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

MOVEMENT DIAGRAM

THIS PHASEINIT START

OFFOFFOFFOFFNON-LOCKOFFMIN RECALLOFFMODE

MIN GAP

TTR

TBR

MAX INIT

ADD INIT

1.71.4RED

3.33.3YELLOW

2030MAX 2

2030MAX 1

33VEH EXT

88PED CLR

77WALK

915MIN GRN

IN

T

E R

V A

L S

PRESENCEVIDEO-3606' X 6'WB-TR

PRESENCEVIDEO-3606' X 6'WB-LT

PRESENCEVIDEO-3606' X 6'EB-TR

PRESENCEVIDEO-3606' X 6'EB-T

PRESENCEVIDEO-3606' X 6'EB-L

PRESENCEVIDEO-3609' X 6'SB-TR

PRESENCEVIDEO-3609' X 6'SB-LT

PRESENCEVIDEO-3609' X 6'NB-LT

PRESENCEVIDEO-3609' X 6'NB-TR

PRESENCEVIDEO-3609' X 40'D4C

PRESENCEVIDEO-3609' X 40'D4B

PRESENCEVIDEO-3609' X 40'D4A

PRESENCEVIDEO-3609' X 40'D4

PRESENCEVIDEO-3606' X 40'SD2D

PRESENCEVIDEO-3606' X 40'SD2C

PRESENCEVIDEO-3606' X 40'SD2B

PRESENCEVIDEO-3606' X 40'SD2A

PRESENCEVIDEO-3606' X 40'SD2

PRESENCERADAR16' X 6'D2A

PRESENCERADAR16' X 6'D2

MODETYPESIZE (WxL)IDENT

DETECTORS

ROW FILE NO. 0173-0542-003

AND INSTALLATION OF TRAFFIC APPURTENANCES

EASEMENT FOR CONSTRUCTION OF SIDEWALK RAMP

ROW FILE NO. 0173-0542-002

AND INSTALLATION OF TRAFFIC APPURTENANCES

EASEMENT FOR CONSTRUCTION OF SIDEWALK RAMP

ROW FILE NO. 0173-0542-001

INSTALLATION OF TRAFFIC APPURTENANCES

EASEMENT FOR CONSTRUCTION AND

A. PARTYKA

R. POLINENI

J. KULJIS

CONROY

LISA N.

2" RMC, 14/7

2" RMC, 14/7

2" RMC, 4-14/7

2" RMC, SPARE

2" RMC, 2-14/7

2" RMC, SPARE

2" RMC, CAT6

3" RMC, 2-14/7, 8-14/5, 3-20/3, RC

2" RMC, 14/7

SEE "DETAIL A"

2" RMC, 14/7

2" RMC, 14/7

2" RMC, 2-14/7

2" RMC, SPARE

2" RMC, 2-14/7, 2-14/5, 20/3, 10/3

2" RMC, CAT6

3" RMC, 4-14/7, 8-14/5, 3-20/3, RC

2" RMC, CAT6

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

SEE "DETAIL B"

2" RMC, SPARE

2" RMC, 8-14/7, 2-14/5, 20/3, 10/3

2" RMC, 2-14/5, 20/3, 10/3

2" RMC, 2-14/7

SEE "DETAIL C"

SEE "DETAIL D"

14/5, CAT6

3-14/5, CAT6

4-14/5, CAT6

4-14/5, 2-20/3, CAT6

5-14/5, 2-20/3, CAT6

5-14/5, 2-20/3, RC, CAT6

6-14/5, 2-20/3, RC, CAT6

7-14/5, 2-20/3, RC, CAT68-14/5, 3-20/3, RC, CAT6

14/5

2-14/5

14/5

14/5, CAT6

2-14/5, CAT6

3-14/5, CAT6

14/5

14/5, RC

2-14/5, RC

2-14/5, RC, 20/3

3-14/5, RC, 20/3

2-14/5, CAT6

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

2" RMC, 14/7

2" RMC, SPARE

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

SIGNAL FACES

12" R

Y

G

SOLID - OVERLAP

HAND/PERSON

9"

30"

30"

ON RED

TURN

NO

30"

30"

VEHICLES

TURNING

TO

1,2,3,4,5,6 P2,P2A,P4,P4A

S2,S4

(DUAL MESSAGE)

BLANK-OUT

FACES 1 & 3 HAVE TUNNEL VISORS.

WITH YELLOW RETROREFLECTIVE BORDERS.

ALL VEHICULAR SIGNAL FACES HAVE BACKPLATES

ALL INDICATIONS HAVE LED LAMPS.

PHASE DIAGRAM

Ø4

= LPI (ONLY COMES IN WHEN ACTUATED BY PUSHBUTTON)

A.M. PEAK HOUR (P.M. PEAK HOUR)

2025 TRAFFIC COUNTS

1" = 40'

SCALE

40 80

* TO BE CALCULATED BY CONTRACTOR BASED ON FIELD CONDITIONS

N51°11'51"W30'6'N23°27'22"W882344.08'632747.03'40'*015-225-D

S18°15'20"W882273.52'632803.06'1'35'*015-225-C

S70°57'30"E882253.39'632739.47'35'*015-225-B

N71°56'56"E882166.86'632601.27'10'1'55'*015-225-A

ANGLE

BEARING

HEIGHT

MOUNTING

LUMINAIRE

LENGTH

ARM

BRACKET

EASTINGNORTHING

LUMINAIRE INFORMATION

BEARING

MAST ARM

GPS COORDINATES

INSTALLED

YEAR

CAMERA

360 DEGREE

RISER FOR

VERTICAL

MOUNT

DETECTOR

RADAR

LENGTH

ARM

HEIGHT

ATTACHMENT

APPROX. ARM

ID #

MAST ARM INFORMATION

ALL CROSSWALKS ARE BAR TYPE.

PRE-EMPTION EQUIPMENT.

CITY OF BRIDGEPORT OWNS AND MAINTAINS THE EMERGENCY VEHICLE

MARKINGS ON ASYLUM ST. AND ORCHARD ST.

CITY OF BRIDGEPORT TO MAINTAIN SIGNS AND ALL OTHER PAVEMENT

(BOSTON AVE.) AND ALL STOP BARS.

STATE TO MAINTAIN SIGNS AND PAVEMENT MARKINGS ON U.S. ROUTE 1

NOTES:

ILLUMINATION LEGEND

SIGN LEGEND

NOT TO SCALE

DETAIL D

YIELD PT.

REPLACED SIGNAL EQUIPMENT, SIGNALIZED INTERSECTION AT ORCHARD ST, AND INSTALLED LPI CONCURRENT

STANDARD OVERLAP SKIP FEATURES APPLY

ARTERY DETECTORS TO BE NON-ACTUATING DURING COORDINATION

TIMINGS SHOWN REFLECT FREE OPERATION

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

PERCUSSIVE TONE ONLY DURING PEDESTRIAN WALK INTERVAL FOR P2 BUTTONS. SPEECH MESSAGE "ASYLUM.1

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

COUNTDOWN ONLY DURING FLASHING PEDESTRIAN CHANGE INTERVAL.2

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

PERCUSSIVE TONE ONLY DURING PEDESTRIAN WALK INTERVAL FOR P4 BUTTONS. SPEECH MESSAGE "BOSTON.

WALK SIGN IS ON TO CROSS BOSTON." DURING PEDESTRIAN WALK INTERVAL FOR P4A BUTTON.

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

4 4

NOT TO SCALE

DETAIL C

NOT TO SCALE

DETAIL A

NOT TO SCALE

DETAIL B

ID #015-225-A

ID #015-225-B

ID #015-225-C

ID #015-225-D

MAST ARM CALLOUTS

N. WELSH

K. PODGORSKI

CONROY

LISA N.

E. FUNARI

E. FUNARI 8/2025

8/2025

P2A

P4A

P4

P2

P2A

P4A

P2A

P4A

NOT TO SCALE

DETAIL E

P4

7(

(3

3)

(1

0) (5

3)

(2

(4

(3

5) (6

3)

28(34)

696(1024)

8(25)

59(72) 593(902)

36(49)

NONENONEEXIT CALL

24EXIT PHASE

42HOLD PHASE

1.71.4HOLD RED

3.33.3HOLD YELLOW

1515HOLD GREEN

PARENTPARENTALT. PED. CLR.

PARENTPARENTALT. RED

PARENTPARENTALT. YELLOW

55ALT. MIN. GRN

00DELAY

YESYESDET. LOCK

NONOPRIORITY

PRE-EMPT

PRE-EMPT

SETTINGS

PRE-EMPTION

D2

D2A

SD2

SD2A

SD2B

SD2C

SD2D

D4

D4A D4B

D4C

TR

NB-

LT

SB--L

EB

-T

EB

TR

EB-

-LT

NB

TR

SB-

-LT

WB-TR

WB

41WB-TR

40WB-LT

39EB-TR

38EB-T

37EB-L

36SB-TR

35SB-LT

34NB-LT

33NB-TR

32D4C

31D4B

30D4A

20D4

29SD2D

28SD2C

27SD2B

26SD2A

25SD2

50D2A

49D2

DETECTOR #DETECTOR

DETECTOR CHART

CLOSED LOOP

MAST ARM CALLOUTS

SIGNAL

PEDESTRIAN

ACCESSIBLE

SIGNAL

PEDESTRIAN

ACCESSIBLE

PHASING UNDER PROJECT 0173-0542.

1S2

P2

P2

P2 P2A

P2

P2A

P2A

P4

P4

P4

P4

P4A

P4

P4A

P4A

P4

P4

P4

P4

P4A

P4

P4A

P4A

Ø2

P2

P2

P2

P2 P2A

P2

P2A

P2A

RESET EXISTING STREET NAME SIGN

REMOVE 31-0552

WITH 31-1119

31-1177 & 31-1188

INSTALL BACK TO BACK

REPLACE 31-0117 WITH 31-0120

31-1177 & 31-1188

REMOVE BACK TO BACK

REMOVE 31-1119

INSTALL 31-1626

EXISTING BUS STOP SIGNA

B

C

C

D

E

F

G

H

A

A

ROW FILE NO. 0173-0542-004

AND INSTALLATION OF TRAFFIC APPURTENANCES

EASEMENT FOR CONSTRUCTION OF SIDEWALK RAMPS

SEE "DETAIL F"

SEE "DETAIL E"

NOT TO SCALE

DETAIL F

Q

F

F

F

F

G

H

H

I

I

I

J

K

M

M

M

N

N

N

N

O O

O

O

O

K

P

R

S

T

P2

P4

P2

P2

P4

P4

P2

S2

S2

S2

S2

S4

S4

S4

9' 5'2'

39'

5' 2'

59'

5'2'

'6 '2

'5 ' 2'

10'

1'9'

2'

9'

1' 8'

U.S. RO

UTE 1(BO

STO

N AVE)

U.S. RO

UTE 1(BO

STO

N AVE)

O R

C H

A R

D S

T

A

SY

LU

M S T

A

SY

LU

M S T

2 2

W

AY

O

NE

W A Y

O N E

015-359 138-201

015-352 015-356

015-343 015-348

015-275 015-276

015-263 015-274

015-230 015-255

015-226 015-227

015-224 015-225

SEE TECH NOTES015-222 015-223

015-218 015-221

015-216 015-217

NONEFLASH015-202 015-215

%SECDAYSTIMEFUNCTION

OFFSET

CYCLE

PROGRAM

015-231

MASTER

COORDINATION TYPE: CLOSED LOOPSYSTEM LOC

ID #015-225-A

ID #015-225-D

ID #015-225-B

ID #015-225-C

2" RMC, 2-14/7

2" RMC, SPARE

2-20/3, 10/3, RC

3" RMC, 12-14/7, 5-14/5,

9/2025

9/2025A. PARTYKA

E: 882250.16' N: 632727.63'

GPS COORDINATES

2" RMC, SPARE

20/3, 10/3

2" RMC, 8-14/7, 2-14/5

2" RMC, SPARE

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

2" RMC, 8/3 SERVICE

2" RMC, 8/3 SERVICE

FIG. 8

16/12 PAIR

FIG. 8

16/12 PAIR

TO INT. # 015-359

16/12 PAIR FIG. 8

TO INT. # 015-222

16/12 PAIR FIG. 8

CAT6

2" RMC, 16/6 PAIR

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

LED LUMINAIRE - 7.5K LUMEN, TYPE III DIST., MULTI-VOLT, FULL-CUTOFF,

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

LED LUMINAIRE BY UTILITY - 4.8K LUMEN, TYPE III DIST., MULTI-VOLT,

U

U

U

TS2

NOT TO SCALE

DETAIL G

ID #015-225-A

SEE "DETAIL G"

RADIO ANTENNA

S4

2-14/5, 20/3

3-14/5, CAT6, 20/3

9/2025

12/2025

12/2025 12/2025

12/2025

11/2025

B

B

C

D

N L

E

E

67'

D

H

H

G

F

D

V

V W

W

W

W

S4

S2

S4

7-14/5, 3-20/3, RC, CAT6

ID #015-225-D

31'

50'

5' 2'

17'

18'

' 16'

17'

Y

2" RMC, CAT6

3" RMC, 14/7, 8-14/5, 3-20/3, RC

03.02

U.S. ROUTE 1 (BOSTON AVENUE) AT ORCHARD ST. & ASYLUM ST.

C:\Users\funarign\State of Connecticut\0173-0542 - Design\Traffic\Contract_Plans\TR_CP_0173_0542_015_225_XXXPENDING.dgn FILE NAME: FunariGN 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

BRIDGEPORT

RC RADAR CABLE

TRAFFIC DATE ELECTRICAL DATE

ENGINEER

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

APPROVED DATE

REV #

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

015-225INTERSECTION #

RADIO ANTENNA

Y

R

TCS-02

0173-0542

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

VIDEO-RADAR DETECTOR

CONSTRUCTION NOTES

INSTALL 30" X 30" HANDHOLE. ALL OTHERS ARE TYPE II UNLESS OTHERWISE NOTED.

INSTALL STATE FURNISHED CONTROLLER.

ADJUSTMENT SPECIAL PROVISION.

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

INSTALL 15A CIRCUIT BREAKER IN CONTROLLER CABINET FOR ILLUMINATION.

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

MAST ARM MOUNTED TRAFFIC SIGNALS ARE FIXED MOUNTED TO THE ARM BY USE OF ADJUSTABLE BRACKETS.

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

ON FIELD SURVEY, PRIOR TO SUBMISSION OF WORKING DRAWINGS.

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

AND RESPONSIBILITIES.

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

BETWEEN EACH DETECTOR AND THE CONTROLLER CABINET.

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

MAST ARM FOUNDATION 015-225-A. WORK TO BE PAID UNDER ITEM NO. 0714999A - MONITORING STRUCTURES.

CONDITION SURVEYS AND MONITORING OF NEARBY BUILDING TO BE PERFORMED DUE TO PROXIMITY TO PROPOSED

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

RESET CATCH BASIN. WORK TO BE PAID UNDER ITEM NO. 0586600 - RESET CATCH BASIN.

UNDER ITEM NO. 0913835A - REMOVE AND RESET CHAIN LINK FENCE.

REMOVE AND RESET CHAIN LINK FENCE FOR THE INSTALLATION OF PEDESTRIAN FACILITIES. WORK TO BE PAID

NO. 0201199A - REMOVE AND RESET FENCE.

REMOVE AND RESET FENCE FOR THE INSTALLATION OF PEDESTRIAN FACILITIES. WORK TO BE PAID UNDER ITEM

ITEM NO. 0921001 - CONCRETE SIDEWALK.

INSTALL 5' X 13' BUS LANDING PAD IN PROXIMITY OF BUS STOP SIGN AS SHOWN. WORK TO BE PAID UNDER

INSTALL PEDESTAL FOUNDATIONS ADJACENT TO LANDING AREA.

WORK TO BE PAID UNDER ITEM NO. 0922001 - BITUMINOUS CONCRETE SIDEWALK.

RECONSTRUCT EXISTING BITUMINOUS CONCRETE SIDEWALK AS NEEDED TO INSTALL SIDEWALK RAMPS.

- CONCRETE CURBING.

RECONSTRUCT CURBING BETWEEN NEW SIDEWALK RAMPS. WORK TO BE PAID UNDER ITEM NO. 0811001

AND 0950013 RESPECTIVELY.

TURF, AND EROSION CONTROL MATTING. WORK TO BE PAID UNDER ITEMS 0202513, 0944000, 0950019, REMOVE EXISTING CONCRETE SIDEWALK BETWEEN NEW RAMPS AND RESTORE THE AREA WITH TOPSOIL, 0921001 - CONCRETE SIDEWALK.

CONSTRUCT 5' SIDEWALK BETWEEN NEW SIDEWALK RAMPS. WORK TO BE PAID UNDER ITEM NO.

CONSTRUCT TYPE 21 SIDEWALK RAMP PER GUIDE SHEETS.

CONSTRUCT TYPE 19 SIDEWALK RAMP PER GUIDE SHEETS.

CONSTRUCT TYPE 17 SIDEWALK RAMP PER GUIDE SHEETS.

CONSTRUCT TYPE 16 SIDEWALK RAMP PER GUIDE SHEETS.

CONSTRUCT TYPE 13 SIDEWALK RAMP PER GUIDE SHEETS.

CONSTRUCT MODIFIED TYPE 11 SIDEWALK RAMP PER GUIDE SHEETS.

CONSTRUCT TYPE 8 SIDEWALK RAMP PER GUIDE SHEETS.

DAYS PRIOR TO REVISION.

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

0952001A - SELECTIVE CLEARING AND THINNING.

TRIM TREE BRANCHES/VEGETATION TO INSTALL MAST ARM 015-225-B. WORK TO BE PAID UNDER ITEM NO.

REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISIONS.

PATH IS UNAVAILABLE, NOTIFY THE ENGINEER AND CONTACT THE DIVISION OF TRAFFIC ENGINEERING.

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

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

ANY PROPOSED REVISION 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 DIRECTED BY THE ENGINEER.

ALL TRAFFIC SIGNAL EQUIPMENT IS NEW EXCEPT AS NOTED.

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

R. POLINENI

J. KULJIS

CONROY

LISA N.

N. WELSH

K. PODGORSKI

CONROY

LISA N.

E. FUNARI

E. FUNARI 8/2025

8/2025

EMERGENCY PRE-EMPTION NOTES

EACH DETECTOR ANDTHE AUXILIARY EQUIPMENT CABINET.

MANUFACTURER OR HIS DESIGNATED REPRESENTATIVE. DETECTOR CABLES ARE TO BE INSTALLED CONTINUOUS BETWEEN PRE-EMPTION DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY. EXACT LOCATIONS SHALL BE DETERMINED BY THE

FROM THE TRAFFIC SIGNAL CONTROLLER.

STATE FORCES TO INSTALL A SWITCH IN THE SIGNAL CABINET TO EFFECTIVELY DISCONNECT THE PRE-EMPTION EQUIPMENT

SPECIFICATIONS.

ASYLUM ST SB APPROACHES. TEST PRE-EMPTION SYSTEM PRIOR TO AND AFTER RELOCATION IN ACCORDANCE WITH TO NEW MAST ARMS AND INSTALL FOUR NEW PRE-EMPTION DETECTORS FOR U.S. ROUTE 1 EB, ORCHARD ST NB, AND BOTH CABINET. RELOCATE THE TWO EXISTING EMERGENCY PRE-EMPTION DETECTORS FOR ASYLUM ST. NB AND U.S. ROUTE 1 WB RELOCATE AUXILIARY EQUIPMENT CABINET FROM EXISTING CONTROLLER CABINET TO LEFT SIDE OF NEW CONTROLLER

PAVEMENT MARKING NOTES - NORTHERN INTERSECTION

PAVEMENT MARKING NOTES - SOUTHERN INTERSECTION

ERADICATE ALL PAVEMENT MARKINGS WITHIN 4 FT OF NEW CROSSWALKS.

ERADICATE ALL EXISTING CROSSWALKS AND INSTALL NEW CROSSWALKS AS SHOWN.

REPAINT ALL OTHER STOP BARS.

MARKINGS THAT EXTEND BEYOND THE NEW STOP BAR.

ERADICATE EXISTING STOP BAR ON ASYLUM ST. NB AND INSTALL NEW STOP BAR AS SHOWN. ERADICATE ANY PAVEMENT

INSTALL NEW CROSSWALKS AS SHOWN AND ERADICATE ALL PAVEMENT MARKINGS WITHIN 4 FT OF NEW CROSSWALKS.

INSTALL WHITE DOTTED EXTENSION LINE THROUGH THE INTERSECTION.

INSTALL 50' OF WHITE LANE LINE ON U.S. ROUTE 1 SB AS SHOWN.

THE NEW STOP BAR.

INSTALL STOP BAR ON U.S. ROUTE 1 AS SHOWN AND ERADICATE ANY PAVEMENT MARKINGS THAT EXTEND BEYOND

INSTALL 90' OF DOUBLE YELLOW CENTER LINE ON ASYLUM ST. BETWEEN U.S. ROUTE 1 NB AND SB.

MARKINGS THAT EXTEND BEYOND THE NEW STOP BAR.

ERADICATE EXISTING STOP BAR ON ASYLUM ST. AND INSTALL NEW STOP BAR AS SHOWN. ERADICATE ANY PAVEMENT

INSTALL 50' OF DOUBLE YELLOW CENTER LINE ON ORCHARD ST.

REPAINT STOP BAR ON ORCHARD ST.

U

RADIO ANTENNA

A. PARTYKA

A. PARTYKA

9/2025

9/2025

9/2025

12/2025

12/2025

12/2025

11/2025

12/2025

W

V

Y

03.03

CONC WALK

GATE

GATECH LNK

FENCE

GATE

HH

BOARD

FENCE

HH

HH

CH LNK

FENCE

CONC CURB

CONC CURB

CONC CURB CONC CURB

CONC CURB CONC CURB

CONC CURB

C O

N C C

U R

B

C O

N C C

U R

B

CONC CURB

CONC CURB

C O

N C C

U R

B

C O

N C C

U R

B

CONC PAD SPUR-20

#19 44 B

OSTO

N A

VE

4 BOSTO

N

GRAHAM

RASHID

A V

ICTORIA

G.

UMOH

JAMES L

. DANSER

EAU

ROSEMARIE

BEAZER

ROOSEVELT

BRADSHAW E

T AL

JOHN A

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Y,JR

ET

AL

GATE

CONC WALK CONC WALK

CONC WALK

C O

N C W

A L K

C O

N C W

A L K

FENCE

CH LNK

CONC WALK

(201 1)

C O

O R

D

IN

A T E G

R

ID

N N

E C

T

IC

U.S. ROUTE 1 (BOSTON AVENUE) AT EAST AVENUE & SUCCESS AVENUE

C:\Users\funarign\State of Connecticut\0173-0542 - Design\Traffic\Contract_Plans\TR_CP_0173_0542_015_230_XXXPENDING.dgn FILE NAME: FunariGN 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

BRIDGEPORT

RC RADAR CABLE

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 - U.I. 1195

METERED

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

015-230INTERSECTION #

RADIO ANTENNA

Y

R

TCS-03

0173-0542

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

S. START

S. START

N. WELSH

K. PODGORSKI

CONROY

LISA N.

REV # TIR # SM # SIGNAL REVISED:

A. PARTYKA

R. POLINENI

J. KULJIS

CONROY

LISA N.

70'50'95'

1' 11'

9' 3'

9'

11'

3'9'

A. PARTYKA

7/2025

7/2025

8/2025

11/2025

12/2025 12/2025

12/2025

12/2025

9/2025

9/2025

#12033

UI

#5625

UI

#3547

UI

#8639

UI

#1195

UI

#3

NO NAME

W/ UG

#7596

UI

#17

UI

(FND)

BP

C O

N C W

A L K

C O

N C W

A L K

2'

HIGHWAY LINE

HIGHWAY LINE

APPROX. HIGHWAY LINE

HIGHWAY LINE

(FND)

DISK

(FND)

DISK

A P

P R

O X . S

TR

E E T L

IN

E

A P P

R O

X . S

TR

E E

T LIN

E

A P P

R O

X . S

TR

E E

T LIN

E

A P

P R

O X . S

TR

E E T L

IN

E

15' 17'

87'

S U

C C

E S S A

V E N

U E

E A

S T A

V E N

U E

W

ILLO

W S

T

YIELDOFFNTOROFFOFFOFFS6

OFFOFFYIELDNTORNTOROFFOFFS4

NTOROFFYIELDNTOROFFOFFOFFS3

OFFOFFNTORYIELDOFFOFFS2

DWWØDWDWDWDWOFFP6/P6A

DWDWDWWØDWDWOFFP4/P4A

DWDWDWDWWØDWOFFP2/P2A

RYGRRRRRRRRRRRRRY6

RRRRYRRRRRYFL. YRRRR5

RRRRRRRYGRRRRRRRR4

RRRRRRRYGRRRRRRRR3

RRRRRRRRRRRYGRRRY2

RYFL. YRRRRRRRRRRRYR1

F A

C E

CLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNLPICLCLGRNCLCLGRNCLCLGRNFLASH

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

MOVEMENT DIAGRAM

THIS PHASETHIS PHASEINIT START

OFFOFFMIN RECALL NON-LOCKNON-LOCKOFFMIN RECALLNON-LOCKMODE

MIN GAP

TTR

TBR

MAX INIT

ADD INIT

1.81.01.61.81.0RED

3.33.14.23.33.1YELLOW

3010253010MAX 2

3010253010MAX 1

2.51.52.5VEH EXT

686PED CLR

777WALK

SIGNAL

PEDESTRIAN

ACCESSIBLE

SIGNAL

PEDESTRIAN

ACCESSIBLE

SIGNAL

PEDESTRIAN

ACCESSIBLE

155MIN GRN

IN

T

E R

V A

L S

PRESENCEVIDEO-3606' x 6'SB-LTR

PRESENCEVIDEO-3606' x 6'WB-L; WB-TR

PRESENCEVIDEO-3606' x 6'NB-LTR

PRESENCEVIDEO-3606' x 6'EB-L; EB-TR

PRESENCEVIDEO-3606' x 40'SD6

PRESENCEVIDEO-3606' X 6'D6

PRESENCEVIDEO-3606' x 40'D5

PRESENCEVIDEO-3606' x 40'D4A

PRESENCEVIDEO-3606' x 40'D4

PRESENCEVIDEO-3606' x 40'D2

PRESENCEVIDEO-3606' x 40'D1

MODETYPESIZE (WxL)IDENT

DETECTORS

015-356 138-201

015-348 015-352

015-224 015-359

015-255 015-218

015-217 015-216

015-263 015-202

015-230 015-215

015-343 015-221

015-227 015-223

015-226 015-275

SEE TECH NOTES015-222 015-276

NONEFLASH015-225 015-274

%SECDAYSTIMEFUNCTION

OFFSET

CYCLE

PROGRAM

015-231

MASTER

COORDINATION TYPE: CLOSED LOOPSYSTEM LOC

S75°07'19"E30'15'N27°58'59"W631285.8'887616.1'10'1'65'*015-230-A

ANGLE

BEARING

HEIGHT

MOUNTING

LUMINAIRE

LENGTH

ARM

BRACKET

EASTINGNORTHING

LUMINAIRE INFORMATION

BEARING

MAST ARM

GPS COORDINATES

INSTALLED

YEAR

CAMERA

360 DEGREE

RISER FOR

VERTICAL

MOUNT

DETECTOR

RADAR

LENGTH

ARM

HEIGHT

ATTACHMENT

ARM

APPROX.

ID #

COMBINATION MAST ARM INFORMATION

NONENONEEXIT CALL

1 & 54EXIT PHASE

42 & 6HOLD PHASE

1.61.8HOLD RED

4.23.3HOLD YELLOW

1515HOLD GREEN

PARENTPARENTALT. PED. CLR.

PARENTPARENTALT. RED

PARENTPARENTALT. YELLOW

55ALT. MIN. GRN

00DELAY

YESYESDET. LOCK

NONOPRIORITY

PRE-EMPT

PRE-EMPT

SETTINGS

PRE-EMPTION

SIGN LEGEND

30"

30"

VEHICLES

TURNING

TO

30"

30"

ON RED

TURN

NO

NOTES

SIGNAL FACES

CONSTRUCTION NOTES

EMERGENCY PRE-EMPTION NOTES

PAVEMENT MARKING NOTES

2025 TRAFFIC COUNTS

PHASING DIAGRAM

INSTALL 50' DOUBLE YELLOW CENTER LINES ON EAST AVENUE AND SUCCESS AVENUE.

REPAINT STOP BARS ON EAST AVE.

ERADICATE ALL PAVEMENT MARKINGS WITHIN 4 FT OF NEW CROSSWALKS.

ERADICATE EXISTING CROSSWALKS AND INSTALL NEW CROSSWALKS AS SHOWN.

AS SHOWN. SEE TCS-05 FOR MORE INFORMATION.

INSTALL NEW LANES WITH EXCLUSIVE LEFT TURNS AND PAVEMENT MARKING ARROWS

ERADICATE EXISTING LANE LINES ON U.S. ROUTE 1 BETWEEN WILLOW ST AND KENT AVE.

THAT EXTEND BEYOND THE NEW STOP BARS.

AND INSTALL NEW STOP BARS AS SHOWN. ERADICATE ANY PAVEMENT MARKINGS

ERADICATE STOP BARS ON U.S. ROUTE 1 EAST AND WEST LEG AND SUCCESS AVENUE

* TO BE CALCULATED BY CONTRACTOR BASED ON FIELD CONDITIONS

INSTALL NEW 31-0282

RELOCATE EXISTING STREET NAME SIGN

EXISTING BUS STOP SIGN

REPLACED SIGNAL EQUIPMENT, INSTALLED LPI CONCURRENT PHASING, AND REVISED LANE USE ON

HAND/PERSON

SOLID - OVERLAP

HAND/PERSON

9"

12" R

Y

G

STANDARD OVERLAP SKIP FEATURES APPLY

TIMINGS SHOWN REFLECT FREE OPERATION.

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

ARTERY DETECTORS TO BE NON-ACTUATING DURING COORDINATION

D1

SD6

D4

D5

D2

D4A

LTR

SB-

EB-L

EB-TR

LTR

NB-

L

WB-

TR

WB-

P6P6A

P6A P2A

P2

P6

P4

P4

P4

WITH YELLOW RETROREFLECTIVE BORDERS.

ALL VEHICULAR SIGNAL FACES HAVE BACKPLATES

ALL INDICATIONS HAVE LED LAMPS.

S2, S3, S4, S6

(DUAL MESSAGE)

BLANK-OUT

P4A,P6,P6A P2,P2A,P4, 2, 3, 4, 6

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

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

COUNTDOWN ONLY DURING FLASHING PEDESTRIAN CHANGE INTERVAL.

PERCUSSIVE TONE ONLY DURING PEDESTRIAN WALK INTERVAL FOR P4 BUTTON. SPEECH MESSAGE

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

ALL CROSSWALKS ARE BAR TYPE.

PRE-EMPTION EQUIPMENT.

CITY OF BRIDGEPORT OWNS AND MAINTAINS THE EMERGENCY VEHICLE

MARKINGS ON SUCCESS AVE. & EAST AVE.

CITY OF BRIDGEPORT TO MAINTAIN SIGNS AND ALL OTHER PAVEMENT

(BOSTON AVE.) AND ALL STOP BARS

STATE TO MAINTAIN SIGNS AND PAVEMENT MARKINGS ON U.S. ROUTE 1

G

Ø2 & 6

Ø4

P4

P4

P4A

= LPI (ONLY COMES IN WHEN ACTUATED BY PUSHBUTTON)

A.M. PEAK HOUR (P.M. PEAK HOUR)

70 (78)

503 (465)

2 (9)14 (17)

341 (501)

31 (55)

2" RMC, SPARE

16/6 PAIR2" RMC,

2" RMC, 14/9, 4-14/7

SEE "DETAIL A"

2" RMC, SPARE

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

2" RMC, 14/7

MAST ARM CALLOUTS

20/3 14/5, 20/3

14/5, 20/3, RC

2-14/5, 20/3, RC

2-14/5, 20/3, CAT6, RC

3-14/5, 20/3, CAT6, RC

14/9, 3-14/5, 20/3, CAT6, RC

14/9, 5-14/5, 20/3, CAT6, RC

2-14/9, 6-14/5, 20/3 CAT6, RC

2-14/9, 6-14/5, 20/3, CAT6, 2-RC

2-14/9, 7-14/5, 2-20/3, CAT6, 2-RC

3" RMC, 2-14/9, 9-14/5, 2-20/3, 10/3, CAT6, 2-RC

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

3" RMC, 3-14/9, 3-14/7, 10-14/5, 2-20/3, 10/3, CAT6, 2-RC

ROUTE 1 EAST AND WEST LEG ADDING LEFT TURN LANES UNDER PROJECT 0173-0542

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

"BOSTON. WALK SIGN IS ON TO CROSS BOSTON." DURING PEDESTRIAN INTERVAL FOR P4A BUTTON

R

Y

Y.

FL.

12"

1,5

6 5

A

A

B

B

B

C

C

D

D

D

F

F

F

P4

G

H

H

I

I

K

L

L

M

G

J

J

L

L

N

N

O

O

P

P

INSTALL 31-1626

MAST ARM MOUNT 31-0859

P4A

P4A

ARROW

YELLOW

FLASHING

YIELD ON

LEFT TURN

P2A P2

3Ø2 & 5Ø1 & 53Ø1 & 6

P2A P2

P6 P6A

ILLUMINATION LEGEND

32SB-LTR

31WB-TR

30WB-L

29NB-LTR

28EB-TR

27EB-L

26SD6

22D6

21D5

25D4A

20D4

18D2

17D1

DETECTOR #DETECTOR

CHART

CLOSED LOOP DETECTOR

SEE "DETAIL B"

SEE "DETAIL D"

SEE "DETAIL C"

U.S. ROUTE 1 (BOSTON AVE)

P4A

P4A

3'

12'

3'

11'

11'

12'

11'

3'

11'

5'

1 4

S2

S4

S3

S6

2" RMC, SPARE

2" RMC, 14/9, 4-14/7, 14/5

2" RMC, 14/7

2" RMC, SPARE

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

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

2" RMC, 8/3 SERVICE CABLE

2" RMC, SPARE

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

2-14/9, 8-14/5, 2-20/3, CAT6, 2-RC

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

2" RMC, SPARE

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

2" RMC, 8/3 SERVICE CABLE

W

W W

W

W

W

P2A P2

P6 P6

WORK AT ADJACENT INTERSECTION

SYNCHRONIZE ALL TBC LOCATIONS IN THE SYSTEM.

R

R

Q Q

C

A

I

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K

M

S

S

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

LED LUMINAIRE - 7.5K LUMEN, TYPE III DIST., MULTI-VOLT, FULL-CUTOFF,

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

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

TO BE INSTALLED CONTINUOUS BETWEEN EACH DETECTOR AND THE AUXILIARY EQUIPMENT CABINET.

DETERMINED BY THE MANUFACTURER OR HIS DESIGNATED REPRESENTATIVE. DETECTOR CABLES ARE PRE-EMPTION DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY. EXACT LOCATIONS SHALL BE

PRE-EMPTION EQUIPMENT FROM THE TRAFFIC SIGNAL CONTROLLER.

STATE FORCES TO INSTALL A SWITCH IN THE SIGNAL CABINET TO EFFECTIVELY DISCONNECT THE

TO AND AFTER RELOCATION IN ACCORDANCE WITH SPECIFICATIONS.

NEW PRE-EMPTION DETECTOR FOR SUCCESS AVE SB APPROACH. TEST PRE-EMPTION SYSTEM PRIOR DETECTORS FOR U.S. ROUTE EB AND WB AND EAST AVE NB TO NEW MAST ARM AND INSTALL ONE

OF NEW CONTROLLER CABINET. RELOCATE THE THREE EXISTING EMERGENCY PRE-EMPTION

RELOCATE AUXILIARY EQUIPMENT CABINET FROM EXISTING CONTROLLER CABINET TO LEFT SIDE

T

T

T

RADIO ANTENNA

U

U

E: 887645.22' N: 631278.18'

GPS COORDINATES

2" RMC, 14/9, 14/7

TO INT. #015-263

16/12 PAIR FIG. 8

EXISTING INTERCONNECT CABLE CLOSURE

16/6 PAIR2" RMC,

16/6 PAIR2" RMC,

16/6 PAIR2" RMC,

16/12 PAIR FIG. 8

TO INT. #015-343

16/12 PAIR FIG. 8

SCALE

40 80

D6

E

E

E

F

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

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

P4ANOT TO SCALE

DETAIL A

NOT TO SCALE

DETAIL B

NOT TO SCALE

DETAIL C

NOT TO SCALE

DETAIL D

ID #015-230-A

ID #015-230-A

ID #015-230-A

D

D

S6

S2

2" RMC, 14/7, 14/5

2-14/9, 9-14/5, 2-20/3, CAT6, 2-RC

V

V

Y

K

K

Y

CONC WALK

22'

28'

5'

2'

43'

7'

5' 2'

5'8'

2'

50'5'

S2

S6

S3

S4

INSTALL RISER ON UI #7596 UTILITY POLE.

INSTALL RISER ON UI #1195 UTILITY POLE.

COMMUNICATION CABLES.

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

AND UTILITY ADJUSTMENT SPECIAL PROVISION.

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

INSTALL 15A CIRCUIT BREAKER IN CONTROLLER CABINET FOR ILLUMINATION.

BRASS PLUG TO BE REPLACED BY DISTRICT 3 SURVEYS.

INSTALL 30" X 30" CONCRETE HANDHOLE. ALL OTHERS ARE TYPE II UNLESS OTHERWISE NOTED.

AND RESET CHAIN LINK FENCE.

REMOVE AND RESET CHAIN LINK FENCE. WORK TO BE PAID UNDER NO. 0913835A - REMOVE

APS PUSH BUTTONS ADJACENT TO PROPOSED LANDING AREA. MOUNT BLANK-OUT SIGN AT 12'.

INSTALL NEW PEDESTRIAN FOUNDATION, 12' PEDESTAL WITH PEDESTRIAN INDICATIONS AND

REMOVE AND REPLACE 12 FT OF CONCRETE CURB. WORK TO BE PAID UNDER 0811001.

'C-L' CATCH BASIN.

RESET TYPE 'C-L' CATCH BASIN. WORK TO BE PAID UNDER ITEM NO. 0586620 - RESET TYPE

0901003A RESPECTIVELY.

EXISTING. WORK TO BE PAID UNDER ITEMS 0202530, 0921001, 0811001, 0901004A, AND

REPLACE CONCRETE CURBING ALONG ROADWAY AND INSTALL NEW BOLLARDS TO REPLACE

INCLUDE 5' (MIN) WIDE PATH EAST OF SHELTER TO CONNECT SIDEWALK TO BUS LOADING AREA, REPLACE BITUMINOUS PAVING AROUND EXISTING BUS SHELTER (TO REMAIN) WITH CONCRETE, 0921001 - CONCRETE SIDEWALK.

SIDEWALK CONNECTING LANDING PAD TO EXISTING SIDEWALK. WORK TO BE PAID UNDER

INSTALL 5' x 8' BUS LANDING PAD IN PROXIMITY OF BUS STOP SIGN AS SHOWN. INSTALL

TO BE PAID UNDER ITEMS 0202513, 0944000, 0950019, 0950013, AND 0811001 RESPECTIVELY.

INSTALL EROSION CONTROL MATTING, AND APPROXIMATELY 4 FT OF CONCRETE CURB WORK

REMOVE EXISTING CONCRETE SIDEWALK RAMP, FURNISH AND PLACE TOPSOIL, ESTABLISH TURF, TO BE PAID UNDER ITEMS 0202513, 0944000, 0950019, 0950013, AND 0811001 RESPECTIVELY.

INSTALL EROSION CONTROL MATTING, AND APPROXIMATELY 8 FT OF CONCRETE CURB WORK

REMOVE EXISTING CONCRETE SIDEWALK RAMP, FURNISH AND PLACE TOPSOIL, ESTABLISH TURF, 0944000, 0950013, 0811001, AND 0950019 RESPECTIVELY.

RE-ESTABLISH TURF BETWEEN NEW CURB RAMPS. WORK TO BE PAID UNDER ITEMS 0202513,

EROSION CONTROL MATTING, REPLACE APPROXIMATELY 18 FT OF CONCRETE CURBING AND

REMOVE EXISTING CONCRETE SIDEWALK RAMP, FURNISH AND PLACE TOPSOIL, INSTALL

TO BE PAID UNDER ITEMS 0202513, 0944000, 0950019, 0950013, AND 0811001 RESPECTIVELY.

INSTALL EROSION CONTROL MATTING, AND APPROXIMATELY 20 FT OF CONCRETE CURB WORK

ROADWAY, SIDEWALK, AND DRIVEWAY, FURNISH AND PLACE TOPSOIL, ESTABLISH TURF,

SAWCUT AND REMOVE EXISTING BITUMINOUS AND/OR CONCRETE PAVING BETWEEEN THE

DIMENSIONS, BASED ON FIELD SURVEY, PRIOR TO SUBMISSION OF WORKING DRAWINGS.

CONTRACTOR TO VERIFY ALL MAST ARM INFORMATION INCLUDING CROSS SECTIONS AND

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

INSTALL PEDESTAL FOUNDATIONS ADJACENT TO LANDING AREA.

PROVISIONS, 1.07-LEGAL RELATIONS AND RESPONSIBILITIES.

COORDINATE WITH UTILITY COMPANY REPRESENTATIVES LISTED IN THE SPECIAL

CONTROLLER CABINET.

CABLES ARE TO BE INSTALLED CONTINUOUS BETWEEN EACH DETECTOR AND THE

DETERMINED BY THE MANUFACTURER OR THEIR DESIGNATED REPRESENTATIVE. DETECTOR

DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY. EXACT LOCATIONS SHALL BE

REMOVE AND REPLACE EXISTING SIDEWALK WITH CORRECT CROSS SLOPE.

0202513, 0944000, 0950019, 0950013, AND 0811001 RESPECTIVELY.

APPROXIMATELY A TOTAL OF 70 FT OF CONCRETE CURB. WORK TO BE PAID UNDER ITEMS

AND PLACE TOPSOIL, ESTABLISH TURF, INSTALL EROSION CONTROL MATTING, AND

ROADWAY, SIDEWALK, DRIVEWAY(S), AND/OR BUS SHELTER AND LOADING AREA. FURNISH

SAWCUT AND REMOVE EXISTING BITUMINOUS AND/OR CONCRETE PAVING BETWEEN THE

CONSTRUCT TYPE 8 RAMP PER GUIDE SHEETS.

CONSTRUCT MODIFIED TYPE 20 RAMP PER GUIDE SHEETS.

CONSTRUCT MODIFIED TYPE 21 RAMP PER GUIDE SHEETS.

CONSTRUCT 5' CONCRETE SIDEWALK BETWEEN RAMPS.

CONSTRUCT TYPE 16 SIDEWALK RAMP PER GUIDE SHEETS.

REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISIONS.

AND CONTACT THE DIVISION OF TRAFFIC ENGINEERING.

LESS THAN 5 FEET. IF A MINIMUM 5 FOOT FREE PATH IS UNAVAILABLE, NOTIFY THE ENGINEER

SIDEWALKS SHALL BE VERIFIED PRIOR TO INSTALLATION TO PROVIDE A CLEAR PATH OF NOT

THE LOCATION OF TRAFFIC SIGNAL FOUNDATIONS WHEN IN OR ADJACENT TO THE

ENGINEERING PRIOR TO INSTALLATION.

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

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

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

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

INSTALL STATE FURNISHED CONTROLLER.

DIRECTED BY ENGINEER.

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

ALL TRAFFIC SIGNAL EQUIPMENT IS NEW EXCEPT AS NOTED.

03.04

C P -1

G .G

C U

LT

A R E A

C U

LT

A R E A

C U

LT

A R E A

G .G

R A

M P

W G

W G

R E T W

A L L

H Y D

RAMP

R A

M P

CONC WALK

CONC WALK CONC WALK

CONC WALK

12" RCP

" R

C P

" R

C P

" R

C P

" R

C

P 15" RCP

CHLK

30" RCP

15" RCP

R C

P

24" RCP

15" RCP

18" R C P

12" HDPE

R C

P " R

C P

24" RCP

" R

C P

" C

M P

12" ST

" ST

" S

T

30"

RCP

30" RCP

12" RC

P

" R

C P

TP

-0

B A

R B

R

ID

G E P O

R

T LLC

A M

B E

M A

A M

A N

A G

E M

E N

T L

L C

B L

A C

K R

O C

K R

E A

L T Y G

R O

U P L

L C

N /F

H

IG

H

LA

N D S

TR

E E T

A S S O

C

IA

TE

S

FA

IR

FIE

LD

A

V

X O

C O

Y C

H A

V E

Z FFLD

A V E

H

IG

H W

A Y

LIN

E R O

W M

A P -0

SH

EET 1

H

IG

H W

A Y L

IN

E R

O W M

A P

-0

S

H E E T

C H

D

C H

D

C H

D

C H

D

C H

D

TP

-0

H

IG

H W

A Y

LIN

E R O

W M

A P -0

SH

EET 1

H

IG

H W

A Y L

IN

E R

O W M

A P

-0

S

H E E T

H Y D

R A

M P

ROUTE 130 (FAIRFIELD AVENUE) AT PINE STREET AND I-95 NB ON-RAMP

C:\Users\funarign\State of Connecticut\0173-0542 - Design\Traffic\Contract_Plans\TR_CP_0173_0542_015_245_XXXPENDING.dgn FILE NAME: FunariGN 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

BRIDGEPORT

RC RADAR CABLE

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 UI #6841

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

015-245INTERSECTION #

RADIO ANTENNA

Y

R

TCS-04

0173-0542

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

COORDI

NAT

E

GRI

D

(2011)

AD

CONNECTI

CUT

4'

11'

11'

9'

16'

10'

4'

11'

11'

3'

11'

11'

4'

44'

11'

11'

6'

10'7'

5'

5'

14'

11'

9'

#2219

UI

#6841

UI

#6640

UI

#2218

UI #10767

UI

#2217

UI #5737

UI

TP-01

CHD CHD

CHD

CHD

A P

P R

O X . S

TR

E E T L

IN

E

YIELDNTOROFFNTOROFFS5

NTOROFFYIELDOFFS2

DWWØDWDWOFFP5

DWDWDWWØOFFP2

RYGRRRRRRRR4

RRRRRRRRYGY3

RRRRRYGGGGY2

RRRRRYGGGGY1

F A

C E

CLCLGRNCLCLGRNCLCLGRNCLCLGRNLPICLCLGRNCLCLGRNCLCLGRNCLCLGRNFLASH

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

MOVEMENT DIAGRAM

P2 P2

P5

P5

P5

P5

3 1

YIELD PT.

THIS PHASEINIT START

OFFOFFOFFNON-LOCKOFFNON-LOCKMIN RECALLOFFMODE

MIN GAP

TTR

TBR

MAX INIT

ADD INIT

1.01.01.2RED

3.03.03.7YELLOW

221635MAX 2

221635MAX 1

2.02.03.0VEH EXT

86PED CLR

77WALK

15915MIN GRN

IN

T

E R

V A

L S

PRESENCEVIDEO-36033' X 6'NB-LR

PRESENCEVIDEO-3606' X 6'WB-LT

PRESENCEVIDEO-3606' X 6'WB-T

PRESENCEVIDEO-3606' X 6'EB-TR

PRESENCEVIDEO-3606' X 6'EB-T

PRESENCEVIDEO-360SEE PLAND5

PRESENCEVIDEO-3606' X 40'D3

PRESENCEVIDEO-3606' X 40'SD2B

PRESENCEVIDEO-3606' X 40'SD2A

PRESENCEVIDEO-3606' X 40'SD2

PRESENCERADAR15' X 6'D2A

PRESENCERADAR15' X 6'D2

MODETYPESIZE (WxL)IDENT

DETECTORS

015-361

015-341015-349

015-335015-336

015-322015-317

015-334015-333

015-316015-315

015-314015-313

015-312015-311

015-309015-246

SEE TECH NOTES015-244015-242

NONEFLASH015-241015-240

DAYSTIMEFUNCTION

PROGRAM

015-245

MASTER

COORDINATION TYPE: CLOSED LOOPSYSTEM LOC

N77°51'54"W871344.22'621776.75'1'45'*015-245-C

S39°50'29"W871269.82'621807.34'25'*015-245-B

S49°48'20"E871220.46'621762.11'10'1'45'*015-245-A

MAST ARM BEARINGEASTINGNORTHING

INSTALLED

YEAR

CAMERA

360 DEGREE

RISER FOR

VERTICAL

MOUNT

VERTICAL

DETECTOR

RADAR

LENGTH

ARM

HEIGHT

ATTACHMENT

APPROX. ARM

ID #

MAST ARM INFORMATION

A INSTALL 41-0807

B

C

D INSTALL 31-1526

INSTALL 31-0295

INSTALL 31-0219

INSTALL MAST ARM MOUNT 31-1626

CITY OF BRIDGEPORT OWNS AND MAINTAINS THE EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT.

CITY OF BRIDGEPORT TO MAINTAIN SIGNS AND ALL OTHER PAVEMENT MARKINGS ON PINE ST.

STATE TO MAINTAIN SIGNS AND PAVEMENT MARKINGS ON ROUTE 130 (FAIRFIELD AVENUE) AND ALL STOP BARS.

ALL CROSSWALKS ARE BAR TYPE.

STANDARD OVERLAP SKIP FEATURES APPLY

TIMINGS SHOWN REFLECT FREE OPERATION.

ACTUAL COORDINATION INFORMATION TO BE CONTROLLED BY CLOSED LOOP LOCAL COORDINATION UNIT.

REPLACED TRAFFIC CONTROL SIGNAL EQUIPMENT AND INSTALLED LPI CONCURRENT PEDESTRIAN PHASING UNDER

COUNTDOWN ONLY DURING FLASHING PEDESTRIAN CHANGE INTERVAL.

ARTERY DETECTORS TO BE NON-ACTUATING DURING COORDINATION.

UNUSED TIME TO BE REALLOCATED.

CONCURRENT PED PHASE ONLY COMES IN WHEN ACTUATED BY ASSOCIATED PUSH BUTTON

PERCUSSIVE TONE ONLY DURING PEDESTRIAN WALK INTERVAL

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

NONEEXIT CALL

2EXIT PHASE

2HOLD PHASE

1.2HOLD RED

3.7HOLD YELLOW

15HOLD GREEN

PARENTALT. PED. CLR.

PARENTALT. RED

PARENTALT. YELLOW

5ALT. MIN. GRN

0DELAY

YESDET. LOCK

NOPRIORITY

PRE-EMPT

SETTINGS

PRE-EMPTION

CONSTRUCTION NOTESSIGNAL FACES

PAVEMENT MARKING NOTES

12" R

Y

G

12"

12"

R

Y Y

G

1 2,3,4 S2,S5

(DUAL MESSAGE)

BLANK-OUT

CROSSWALK ON AND PINE ST.

INSTALL NEW CROSSWALKS ON ROUTE 130 EAST AND WEST LEGS, AND PINE ST. AS SHOWN. ERADICATE EXISTING

REPAINT ALL OTHER STOP BARS.

EXTEND BEYOND THE NEW STOP BAR.

INSTALL NEW STOP BAR ON PINE ST. AS SHOWN. ERADICATE EXISTING STOP BAR AND PAVEMENT LINES THAT

ADJUSTMENT SPECIAL PROVISION.

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

ORIENTED AS INDICATED ON PLAN.

ALL TRAFFIC SIGNAL EQUIPMENT IS NEW EXCEPT AS NOTED.

LOCATION OF UNDERGROUND UTILITIES. WORK TO BE PAID UNDER ITEM NO. 0202452A - TEST PIT.

CONDUCT A TEST PIT AT THE PROPOSED LOCATION FOR MAST ARM ID #015-245-C TO DETERMINE THE

RELATIONS AND RESPONSIBILITIES.

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

LUMINAIRE TO BE PAID UNDER ITEM NO. 1005668.01A

INSTALL 12K LUMEN MORE INFORMATION. 10' BRACKET ARM SHALL BE

INSTALL LIGHT STANDARD (10' BRACKET, 30' MOUNTING HEIGHT) ALUMINUM. REFER TO ITEM NO. 1003254 FOR

INSTALL 15A CIRCUIT BREAKER IN CONTROLLER CABINET FOR ILLUMINATION.

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

RESET TYPE 'C-L' CATCH BASIN. WORK TO BE PAID UNDER ITEM NO. 0586620 - RESET TYPE 'C-L' CATCH BASIN.

FROM THE LANDING AREA.

INSTALL PUSH BUTTON AS SHOWN. ADD EXTENSION BRACKET TO ENSURE PUSH BUTTONS ARE ACCESSIBLE

INSTALL TYPE 8 SIDEWALK RAMP PER GUIDE SHEETS.

INSTALL TYPE 5 SIDEWALK RAMP PER GUIDE SHEETS.

SOUTHWEST CORNERS TO BE A MINIMUM OF 10 FEET APART.

INSTALL PEDESTAL FOUNDATIONS ADJACENT TO LANDING AREA. PEDESTALS ON THE SOUTHEAST AND

REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISIONS.

PATH IS UNAVAILABLE, NOTIFY THE ENGINEER AND CONTACT THE DIVISION OF TRAFFIC ENGINEERING.

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

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

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

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

I

P2, P5

SOLID - OVERLAP

HAND/PERSON

9"

P2 P2

P5

P5

P5

P5

Ø2

Ø3

Ø5

EMERGENCY PRE-EMPTION NOTES

Y. LOU

Y. LOU

HORIZONTAL SCALE

40 80

A

S2

B

C

D

D

S5

WB-LT

WB-T

4 4 P5

P5

P5

P2P2

P5 (FAIRFIELD AVENUE)

ROUTE 130

P

IN

E S

T

(FAIRFIELD AVENUE)

ROUTE 130

I-95 O N

RA

M P

D3

SD2

SD2A

SD2B

D5

EB-T

EB-TR

NB-LR

D2

D2A

GREEN

EXTENDED

MAY HAVE

TRAFFIC

ONCOMING

GPS COORDINATES

ID #015-245-C

ID #015-245-B

ID #015-245-A

SIGNAL

PEDESTRIAN

ACCESSIBLE

SIGNAL

PEDESTRIAN

ACCESSIBLE

REFLECTIVE BORDERS

BACKPLATES WITH YELLOW RETRO

ALL VEHICULAR SIGNAL FACES HAVE

ALL INDICATIONS HAVE LED LAMPS

= LPI (ONLY COMES IN WHEN ACTUATED BY PUSH BUTTON)

N. WELSH

K. PODGORSKI

CONROY

LISA N.

202(282) 1087(1052)

529(702)

273(542)

(1

(7

CONTINUOUS BETWEEN EACH DETECTOR AND THE AUXILIARY EQUIPMENT CABINET.

BY THE MANUFACTURER OR HIS DESIGNATED REPRESENTATIVE. DETECTOR CABLES ARE TO BE INSTALLED PRE-EMPTION DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY. EXACT LOCATIONS SHALL BE DETERMINED

EQUIPMENT FROM THE TRAFFIC SIGNAL CONTROLLER.

STATE FORCES TO INSTALL A SWITCH IN THE SIGNAL CABINET TO EFFECTIVELY DISCONNECT THE PRE-EMPTION

TEST PRE-EMPTION SYSTEM PRIOR TO AND AFTER RELOCATION IN ACCORDANCE WITH SPECIFICATIONS.

CONTROLLER CABINET. RELOCATE EXISTING EMERGENCY PRE-EMPTION DETECTORS TO NEW MAST ARM.

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

E

E

P5

E

4 4 S5

A

S2

MAST ARM CALLOUTS

SEE "DETAIL A"

ID #015-245-A

ID #015-245-B

ID #015-245-CCAT6

14/9, CAT6

14/9, 20/3, CAT6

14/9, 14/5, 20/3, CAT6

14/9, 14/5, 20/3, CAT6, RC

14/5 2-14/5

3-14/5

14/5

14/5, 20/3

2-14/5, 20/3

3-14/5, 20/3

3-14/5, 20/3, RC

2" RMC, SPARE

2" RMC, 14/9, 14/7, 14/5, 20/3, RC

2" RMC, 8/3 SERVICE

2" RMC, 14/7

2" RMC, SPARE

2" RMC, 2-14/7

2" RMC, 14/7, 10/3

2" RMC, 14/7

2" RMC, CAT6

2" RMC, SPARE

3" RMC, 14/9, 2-14/7, 4-14/5, 20/3, RC

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

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

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

2" RMC, 3-14/5

2" RMC, 14/7

ALUMINUM LIGHT STANDARD (TRANSFORMER BASE) AND FOUNDATION

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

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

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

LED LUMINAIRE BY UTILITY - 4.8K LUMEN, TYPE III DIST., MULTI-VOLT,

F

G

EXISTING BUS STOP SIGN

INSTALL 31-1626

F

F

G

H

H

J

K

K

L

THE NEW FOUNDATION

THE NEW CONTROLLER FOUNDATION IS INSTALLED, PULL THE EXISTING INTERCONNECT FROM THE HANDHOLE TO PULL EXISTING INTERCONNECT CABLE FROM EXISTING CONTROLLER FOUNDATION BACK TO HANDHOLE. ONCE

INSTALL RISER ON UI #6841 UTILITY POLE.

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

INSTALL 30" X 30" CONCRETE HANDHOLE

45 DAYS PRIOR TO REVISION.

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

INSTALL STATE FURNISHED CONTROLLER.

CONTINUOUS BETWEEN EACH DETECTOR AND THE CONTROLLER CABINET.

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

BASED ON FIELD SURVEY UTIL-5 MAST-2, PRIOR TO SUBMISSION OF WORKING DRAWINGS.

CONTRACTOR TO VERIFY ALL MAST ARM INFORMATION INCLUDING CROSS SECTIONS AND DIMENSIONS, OO

H

30"

30"

ON RED

TURN

NO

30"

30"

VEHICLES

TURNING

TO

I-9

I

I

J J

M

M

2" RMC, 8/3 SERVICE

W

W

2" RMC, CAT6

2" RMC, CAT6

2" RMC, CAT6

W

A. PARTYKA

A. PARTYKA

R. POLINENI

J. KULJIS

CONROY

LISA N.

P

P

EXISTING 2" RMC, 16/6 PAIR

TO INT. #015-246

EXISTING 2" RMC, 16/6 PAIR

TO INT. #015-244

EXISTING 2" RMC, 16/6 PAIR

RADIO ANTENNA

32NB-LR

31WB-LT

30WB-T

29EB-TR

28EB-T

21D5

19D3

27SD2B

26SD2A

25SD2

50D2A

49D2

DETECTOR #DETECTOR

DETECTOR CHART

CLOSED LOOP

6/2025

6/2025

7/2025

11/2025

12/2025 12/2025

12/2025

12/2025

10/2025

10/2025

RESET EXISTING STREET NAME SIGNH

H

L

PROJECT 0173-0542.

2025 TRAFFIC COUNTS

A.M. PEAK HOUR (P.M. PEAK HOUR)

NOT TO SCALE

DETAIL A

* TO BE CALCULATED BY CONTRACTOR BASED ON FIELD CONDITIONS

NOTES:

ILLUMINATION LEGEND

SIGN LEGEND

S2

S5

E: 871358.59' N: 621793.67'

GPS COORDINATES

ID #015-245-C

18'

11'10'

32'

NO30" RCP5.64'12.95'871213.38'621759.71'TP-01

ANTICIPATED

RELOCATION

UTILITY DESCRIPTION

ELEVATION (FT)

TOP OF PIPE

ELEVATION (FT)

GROUND

EASTINGNORTHINGTEST PIT #

TEST PIT DATA

03.05

GATE

G.G

. BOARD

FENCE

CH LNK

FENCE

GPS-2

G.G

GATE

GATE

G.G

CONC CURB

C O

N C C

U R

B

C O

N C C

U R

B

CONC CURB

CONC CURB

CONC CURB

C O

N C C

U R

B

C O

N C C

U R

B

G R

A N C

U R

B

G R

A N C

U R

B

C .I

D R

4"

12" C.I.

D

IR

T

CONC CURB

B C

L C

10" TILE

TI

LE

" T

IL

E

B

O S T O

N A

V

#19 74 B

OSTON AVE

GEORGE G.

NICI

TA

#19 65 B

OSTON AVE

SAEED

ET A

L

LMIN

GGIO

L E J

O S E P

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U.S. ROUTE 1 (BOSTON AVENUE) AT BISHOP AVENUE & NORTH BISHOP AVENUE

C:\Users\funarign\State of Connecticut\0173-0542 - Design\Traffic\Contract_Plans\TR_CP_0173_0542_015_263_XXXPENDING.dgn FILE NAME: FunariGN 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

BRIDGEPORT

RC RADAR CABLE

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 UI #15

METERED SERVICE

TECHNICAL NOTES OFFICE RECORD

REV # TIR # SM # SIGNAL REVISED:

R E

V

D A

T E

R E

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IS

IO

N

D E

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360° CAMERA ASSEMBLY

THERMAL DETECTOR

IP VIDEO DETECTOR

015-263INTERSECTION #

RADIO ANTENNA

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TCS-05

0173-0542

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DRAWING TITLE:

E. FUNARI

E. FUNARI

N. WELSH

K.PODGORSKI

CONROY

LISA N.

CONC WALK

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A. PARTYKA

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CONROY

LISA N.

7/2025

7/2025

9'

1'

11'

11'

11'

11' 3'

11'

11'

11' 4'

4'

3'

11/2025

12/2025

10/2025

12/2025

12/2025

12/2025

A. PARTYKA 10/2025

10/2025

W/ UG

#7596

UI

W/ UG

#5961

AT&T

#12032

UI

#5962

AT&T

#5934

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TRNSF.

#9811 W/

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UI #15#0000

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NTOROFFYIELDNTOROFFOFFOFFS4

OFFOFFYIELDNTORNTOROFFOFFS3

OFFOFFNTORYIELDOFFOFFS2

DWWØDWDWDWDWOFFP6

DWDWDWWØDWDWOFFP4

DWDWDWDWWØDWOFFP2

RYGRRRRRRRRRRRRRY6

RRRRYRRRRRYFL. YRRRR5

RRRRRRRYGRRRRRRRR4

RRRRRRRYGRRRRRRRR3

RRRRRRRRRRRYGRRRY2

RYFL. YRRRRRRRRRRRYR1

F A

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CLCLGRNCLCLGRNCLCLGRNCLCLGRNCLCLGRNLPICLCLGRNCLCLGRNCLCLGRNFLASH

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

MOVEMENT DIAGRAM

THIS PHASETHIS PHASEINIT START

OFFOFFMIN RECALLNON-LOCKNON-LOCKOFFMIN RECALLNON-LOCKMODE

MIN GAP

TTR

TBR

MAX INIT

ADD INIT

1.31.01.91.31.0RED

3.33.03.33.33.0YELLOW

3010253010MAX 2

3010253010MAX 1

2.51.51.52.51.5VEH EXT

787PED CLR

777WALK

1559155MIN GRN

IN

T

E R

V A

L S

PRESENCEVIDEO-3606' X 6'WB-TR

PRESENCEVIDEO-3606' X 6'WB-L

PRESENCEVIDEO-3606' X 6'EB-TR

PRESENCEVIDEO-3606' X 6'EB-L

PRESENCEVIDEO-36015' X 6'SB-LTR

PRESENCEVIDEO-36018' X 6'NB-LTR

PRESENCEVIDEO-3606' X 40'D6

PRESENCEVIDEO-3606' X 40'D5

PRESENCEVIDEO-360SEE PLAND4A

PRESENCEVIDEO-360SEE PLAND4

PRESENCEVIDEO-3606' X 40'SD2

PRESENCERADAR6' X 6'D2

PRESENCEVIDEO-3606' X 40'D1

MODETYPESIZE (WxL)IDENT

DETECTORS

015-359 138-201

015-352 015-356

015-343 015-348

015-275 015-276

015-263 015-274

015-230 015-255

015-226 015-227

015-224 015-225

SEE TECH NOTES015-222 015-223

015-218 015-221

015-216 015-217

NONEFLASH015-202 015-215

%SECDAYSTIMEFUNCTION

OFFSET

CYCLE

PROGRAM

015-231

MASTER

COORDINATION TYPE: CLOSED LOOPSYSTEM LOC

S61°18'13"W887876.60'631282.16'10'1'65'*015-263-A

EASTINGNORTHING BEARING

MAST ARM

GPS COORDINATES

INSTALLED

YEAR

CAMERA

360 DEGREE

RISER FOR

VERTICAL

MOUNT

VERTICAL

DETECTOR

RADAR

LENGTH

ARM

HEIGHT

ATTACHMENT

APPROX. ARM

ID #

MAST ARM INFORMATION

NONENONEEXIT CALL

2&64EXIT PHASE

42&6HOLD PHASE

1.91.3HOLD RED

3.33.3HOLD YELLOW

1515HOLD GREEN

PARENTPARENTALT. PED. CLR.

PARENTPARENTALT. RED

PARENTPARENTALT. YELLOW

55ALT. MIN. GRN

00DELAY

YESYESDET. LOCK

NONOPRIORITY

PRE-EMPT

PRE-EMPT

SETTINGS

PRE-EMPTION

SIGN LEGEND

NOTES:

CONSTRUCTION NOTES

SIGNAL FACES

EMERGENCY PRE-EMPTION NOTES

PAVEMENT MARKING NOTES

NOT TO SCALE

DETAIL A

12" R

Y

G

SOLID - OVERLAP

HAND/PERSON

9"

30"

30"

ON RED

TURN

NO

30"

30"

VEHICLES

TURNING

TO

ADJUSTMENT SPECIAL PROVISION.

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

INSTALL CAST IRON HANDHOLE COVER

INSTALL 30" X 30" CONCRETE HANDHOLE. ALL OTHERS ARE TYPE II UNLESS OTHERWISE NOTED.

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

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

FIELD SURVEY, PRIOR TO SUBMISSION OF WORKING DRAWINGS.

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

AND RESPONSIBILITIES.

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

BETWEEN EACH DETECTOR AND THE CONTROLLER CABINET.

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

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

RESET CATCH BASIN. WORK TO BE PAID UNDER ITEM NO. 0586600 - RESET CATCH BASIN.

REMOVE BOLLARDS ON NE CORNER. WORK TO BE PAID UNDER ITEM NO. 0901004A - REMOVAL STEEL BOLLARD.

ADJACENT TO PROPOSED LANDING AREA. MOUNT BLANK-OUT SIGN AT 12'.

INSTALL PEDESTRIAN FOUNDATION, 12' PEDESTAL WITH PEDESTRIAN INDICATIONS AND APS PUSH BUTTONS

INSTALL PEDESTAL FOUNDATIONS ADJACENT TO LANDING AREA.

0950019, 0950013, AND 0811001 RESPECTIVELY.

DELINEATE THE TWO DRIVEWAYS FOR THE PROPERTY. WORK TO BE PAID UNDER ITEMS NOS. 0202530, 0944000, TOPSOIL, TURF, EROSION CONTROL MATTING, AND REPLACE APPOXIMATELY 25 FT OF CONCRETE CURBING TO SAWCUT AND REMOVE EXISTING BITUMINOUS PAVEMENT BETWEEN DRIVEWAYS AND RESTORE THE AREA WITH

ITEM NOS. 0202513, 0202530, 0944000, 0950019, 0950013, AND 0811001 RESPECTIVELY.

TURF, EROSION CONTROL MATTING, AND APPOXIMATELY 25 FT OF CONCRETE CURBING. WORK TO BE PAID UNDER REMOVE EXISTING CONCRETE SIDEWALK RAMP AND BITUMINOUS SIDEWALK AND RESTORE THE AREA WITH TOPSOIL, UNDER ITEM NO. 0921001 - CONCRETE SIDEWALK.

CONSTRUCT SIDEWALK TO CONNECT NEW SIDEWALK RAMP WITH EXISTING SIDEWALK. WORK TO BE PAID

CONSTRUCT TYPE 20 SIDEWALK RAMP PER GUIDE SHEETS.

CONSTRUCT TYPE 18R SIDEWALK RAMP PER GUIDE SHEETS.

CONSTRUCT TYPE 18L SIDEWALK RAMP PER GUIDE SHEETS.

CONSTRUCT TYPE 16 SIDEWALK RAMP PER GUIDE SHEETS.

CONSTRUCT TYPE 10b SIDEWALK RAMP PER GUIDE SHEETS.

CONSTRUCT MODIFIED TYPE 9 SIDEWALK RAMP PER GUIDE SHEETS.

PRIOR TO REVISION.

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

INSTALL STATE FURNISHED CONTROLLER.

REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISIONS.

UNAVAILABLE, NOTIFY THE ENGINEER AND CONTACT THE DIVISION OF TRAFFIC ENGINEERING.

TO INSTALLATION TO PROVIDE A CLEAR PATH OF NOT LESS THAN 5 FEET.