0088-0203_05_Traffic.pdf

DELINEATION, DELINEATORS, AND ATTENUATOR REFLECTOR DETAILS TR-1205_01DETOUR PLANDTR-01

CONSTRUCTION SIGN SUPPORTS AND CHANNELIZING DEVICESTR-GS_14MAINTENANCE AND PROTECTION OF TRAFFIC - EB - STAGE 2MPT-04 - MPT-06

SIGNS FOR CONSTRUCTION AND PERMIT OPERATIONSTR-GS_13MAINTENANCE AND PROTECTION OF TRAFFIC - EB - STAGE 1MPT-01 - MPT-03

SIGN FACE SHEET ALUMINUM - D,E,I,&M-SERIES SIGNS TYPICAL DETAILSTR-GR_03MPT TYPICAL SECTIONSMPTX-01

SIGN FACE SHEET ALUMINUM - S&W-SERIES SIGNS TYPICAL DETAILSTR-GR_02MPT GENERAL NOTESMPTN-01

SIGN FACE SHEET ALUMINUM - R-SERIES SIGNS TYPICAL DETAILSTR-GR_01INDEX OF DRAWINGSINX-01

DRAWING TITLEDRAWING NUMBERDRAWING TITLEDRAWING NUMBER

INDEX OF DRAWINGS

SUBSET 05 - TRAFFIC

MCFARLAND JOHNSON

DESIGNED BY:

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

2/17/2026

SIGNATURE BLOCK: DRAWING TITLE:

INX-01

TOWN(S):

NEW BRITAIN

BETWEEN CT 555 & CT 372

REPLACE NOISE BARRIER/GUIDERAIL ON ROUTE 72 EASTBOUND

PLOTTED DATE:

M:\19086.02 CTDOT New Britain Noise Barrier\Workset\0088-0203\Traffic\Contract_Plans\TR_CP_0088_0200_SubsetCoverSheet.dgn FILE NAME: MDoreo LASTED SAVED BY:

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0088-0203

DESIGNER/DRAFTER: TAG/MAD CHECKED BY: EWM

INDEX OF DRAWINGS

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

05.01

MDoreo

≤ 55 MPH)

SAND BARRELS (IMPACT VELOCITY

≤ 45 MPH)

SAND BARRELS (IMPACT VELOCITY

TRAFFIC DRUM

TEMPORARY TRAFFIC BARRIER

CONSTRUCTION SIGN

LEGEND

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

2/17/2026

SIGNATURE BLOCK: DRAWING TITLE:

MPTN-01

NEW BRITAINBETWEEN CT 555 & CT 372

REPLACE NOISE BARRIER/GUIDERAIL ON ROUTE 72 EASTBOUND

PLOTTED DATE:

M:\19086.02 CTDOT New Britain Noise Barrier\Workset\0088-0203\Traffic\Contract_Plans\TR_CP_0088_0200_Detour.dgn FILE NAME: MDoreo LASTED SAVED BY:

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MPT GENERAL NOTES

TRANSPORTATION

05.02

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

2/17/2026

SIGNATURE BLOCK: DRAWING TITLE:

MPTX-01

REPLACE NOISE BARRIER/GUIDERAIL ON ROUTE 72 EASTBOUND

PLOTTED DATE:

M:\19086.02 CTDOT New Britain Noise Barrier\Workset\0088-0203\Highways\Contract_Plans\HW_CB_0088_0200_Typical.dgn FILE NAME: MDoreo LASTED SAVED BY:

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MPT TYPICAL SECTIONS

TRANSPORTATION

EXISTING SHOULDER

VARIES 8'-10'

EB LANE

12'

CL

WORK ZONE

ROUTE 72 EASTBOUND NOISE BARRIER

STA 99+02.7 - STA 117+11.6

NOT TO SCALE

WORK ZONE

2'-0"

(PINNED)

TRAFFIC BARRIER

TEMPORARY

METAL BEAM RAIL

REMOVE EXISTING

05.03

R O

U T E

ON-RAMP TO ROUTE 72 EB

C O

R B

IN

A

V E

N U

E

99+00

100+00

DELIN

12" RCPS

BT=211.35

FL=214.15

TF=216.15

''CL'' CB

BT=210.86

FL=213.86 w

FL=214.26 s

TF=216.86

''C'' CB

NON ACCESS HWY LINE

M A

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H M

A R

K S

T A S

E E D

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IN

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80-9828 80-9832

80-9604

31-1907

80-1608

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

2/17/2026

SIGNATURE BLOCK: DRAWING TITLE:

MPT-01

REPLACE NOISE BARRIER/GUIDERAIL ON ROUTE 72 EASTBOUND

PLOTTED DATE:

M:\19086.02 CTDOT New Britain Noise Barrier\Workset\0088-0203\Traffic\Contract_Plans\TR_CP_0088_0200_SW_EB_MPT.dgn FILE NAME: MDoreo LASTED SAVED BY:

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DESIGNER/DRAFTER: TAG/MAD CHECKED BY: EWM PLAN -EB -STAGE 1

PROTECTION OF TRAFFIC

MAINTENANCE AND

TRANSPORTATION

1" = 20'

HORIZONTAL SCALE

20' 40'

83/11

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CHANGEABLE MESSAGE SIGN LEGEND

SIGN SUMMARY

2 X 80-9828

PLACE 1 SIGN 500' BEFORE THE PROJECT LIMIT ON ROUTE 72.

ON RAMP SIGN TO BE RELOCATED DURING STAGE 2.

ROUTE 72 SIGN TO REMAIN FOR THE DURATION OF CONSTRUCTION.

2 X 80-9832

PLACE 1 SIGN 500' BEFORE 80-9828 ON ROUTE 72.

ON RAMP SIGN TO BE RELOCATED DURING STAGE 2.

ROUTE 72 TO SIGN REMAIN FOR THE DURATION OF CONSTRUCTION.

4 X 80-9604

PLACE 1 SIGN ON EACH SIDE 750' BEFORE 80-9832 ON ROUTE 72.

SIGNS TO REMAIN FOR THE DURATION OF CONSTRUCTION.

2 X 31-1907

PLACE 1 SIGN 750' BEFORE 80-9604 ON ROUTE 72.

SIGNS TO REMAIN FOR THE DURATION OF CONSTRUCTION.

2 X 80-1605

PLACE 1 SIGN 750' BEFORE 31-1907 ON ROUTE 72.

SIGNS TO REMAIN FOR THE DURATION OF CONSTRUCTION.

TO BE PAID UNDER ITEM #1220027A - CONSTRUCTION SIGNS

DURATION OF CONSTRUCTION.

TO SIGN 80-1608 ON ROUTE 72. TO REMAIN FOR THE

AS DIRECTED BY THE ENGINEER. PLACE 750' PRIOR

MESSAGE 14 DAYS PRIOR TO SHOULDER CLOSURE OR

MM/DD

TO

MM/DD

CLOSED

SHOULDER

RIGHT

#1

MESSAGE

#2

MESSAGE

BEEN FIELD VERIFIED AND SHOULD BE CONSIDERED APPROXIMATE.

UTILITIES SHOWN WERE TAKEN FROM EXISTING UTILITY PLANS, NOT ALL OF HAVE6.)

NOT ALL HAVE BEEN FIELD VERIFIED AND SHOULD BE CONSIDERED APPROXIMATE.

PROPERTY LINES ARE TAKEN FROM CITY OF NEW BRITAIN TAX ASSESSOR MAPS.5.)

VERTICAL DATUM BASED ON N.A.V.D. 1988.4.)

UTILIZING CTDOT CORS STATION NEWINGTON (NEX) CTNE. CONTROL ESTABLISHED BY RTN GPS DATA COLLECTED ON 04-05-2024 400 FOOT GRID BASED ON CONNECTICUT COORDINATE SYSTEM N.A.D. 1983/11. EPOCH 2010.00 GEOID18 (CONUS) 3.)

FIELD BOOK: NEW BRITAIN 88 C2.)

SURVEY BY DISTRICT 11.)

10:1 MAX. FLARE

BARRIER (PINNED)

TEMPORARY TRAFFIC

BARRELS

TEMPORARY SAND

TRAFFIC DRUM (TYP.)

FIRST SAND BARREL

TO THE FACE OF THE

SIGN # 40-4266(R)

65'65' 65'

65'

65'

TRAIL

EXISTING BEELINE

05.04

ROUTE 72 (EASTBOUND)

ON RAMP TO ROUTE 72 EB

(88-47-159A)

OR ITS ASSIGNS.

CONNECTICUT (D.O.T.)

RESERVED IN FAVOR OF STATE OF

EASEMENT FOR EXISTING UTILITIES

(88-47-159A)

OR ITS ASSIGNS.

CONNECTICUT (D.O.T.)

RESERVED IN FAVOR OF STATE OF

EASEMENT FOR EXISTING UTILITIES

S H E R

W O

O D R

D

FO

R

M E R

LY

100+00

101+00 102+00

103+00

104+00

105+00

S.E. COR. OVERHEAD SIGN BASE

H A

M

ILTO

N S

TR

E E T

SOLID WHITE

DELIN

DELIN

DELIN

DELIN

CH LNK. FENCE

CH LNK. FENCE

BOARD FENCE

NOISEWALL

NOISEWALL

HH

MH

SAN

24" OAK

15" MPLS.

APPROX. LOC. ELEC. DUCT

MBR

CONC CURB

WOOD POSTS

BCLC

GRAN CURB

CONC. PADS

" R

C P

BT=216.17

FL=filled

TF=221.47

''C'' CB

#33

CALLENDER

ANTHELINE S.

N/F

CHD

A P P R O

X

. STR

E E

T LIN

E

LIN

E

A P P R O

X

. STR

E E T

O F

TH

E

JE

RO

M

E

HO

M E

' E

ASE

M

ENT I

N

FA

VO

R

#975

JEROME HOME INC.

TRUSTEES OF THE

N/F

(FND)

CHD

N

EW

B

R

IT

A

IN

C

IT

Y O

F

NEW BRITAIN

CITY OF

#25

TWENTY FIVE HAMILTON LLC

N/F

NON ACCESS HWY LINE

CL&P#12730

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1" = 20'

HORIZONTAL SCALE

20' 40'

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

2/17/2026

SIGNATURE BLOCK: DRAWING TITLE:

MPT-02

REPLACE NOISE BARRIER/GUIDERAIL ON ROUTE 72 EASTBOUND

PLOTTED DATE:

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DESIGNER/DRAFTER: TAG/MAD CHECKED BY: EWM PLAN- EB - STAGE 1

PROTECTION OF TRAFFIC

MAINTENANCE AND

TRANSPORTATION

HORIZONTAL SCALE

20' 40'

83/11

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BEGIN STATE PROJECT NO. 0088-0203

BEGIN EASTBOUND NOISE BARRIER

STA. 100+00

N 802531.76

E 985353.24

TEMPORARY TRAFFIC BARRIER (PINNED)

SOUND BARRIER

CONSTRUCT GROUND MOUNTED

REMOVE EXISTING NOISE BARRIER WALL

REMOVE METAL BEAM RAIL

METAL BEAM RAIL (R-B MASH)

WIDENING

FULL DEPTH BEELINE TRAIL

TRAIL

EXISTING BEELINE

05.05

(088-47-159A)

OR ITS ASSIGNS.

CONNECTICUT (D.O.T.)

RESERVED IN FAVOR OF STATE OF

EASEMENT FOR EXISTING UTILITIES

105+00 106+00 107+00 108+00

109+00

110+00

R O

A D

S H

E R

W O

O D

SOLID WHITE

DELIN

DELIN

DELINDELIN

DELIN NOISE WALL

C.L.F.

APPROX. LOC. ELEC. DUCT

GRAN CURB

" R

C P

BT=228.38

FL=230.48

TF=235.38

''C'' CB

BT=228.74

FL=230.64

TF=235.04

''C'' CB

#59

MAGNOLI RICHARD &

WLODKOWSKIDAVID

N/F

#69

MURILLO

JUAN YOVANY

N/F

#75

KAPPER

MARTIN A.

N/F

#59

FOSTER DELROY

N/F

#25

TWENTY FIVE HAMILTON LLC

N/F

(FND)

IP

A P P R

O X . S

TR

E E T L

IN

E

A P P R

O X . S

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E E T L

IN

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A

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N E

R.O.W. MAP 88-06 SH.3 OF 10

NEW BRITAIN

CITY OF

N/F

NON ACCESS HWY LINEM

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PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

2/17/2026

SIGNATURE BLOCK: DRAWING TITLE:

MPT-03

REPLACE NOISE BARRIER/GUIDERAIL ON ROUTE 72 EASTBOUND

PLOTTED DATE:

M:\19086.02 CTDOT New Britain Noise Barrier\Workset\0088-0203\Traffic\Contract_Plans\TR_CP_0088_0200_SW_EB_MPT.dgn FILE NAME: MDoreo LASTED SAVED BY:

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DESIGNER/DRAFTER: TAG/MAD CHECKED BY: EWM PLAN -EB -STAGE 1

PROTECTION OF TRAFFIC

MAINTENANCE AND

TRANSPORTATION

HORIZONTAL SCALE

20' 40'

83/11

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TO BE PAID UNDER ITEM #1220027A - CONSTRUCTION SIGNS

SIGN TO REMAIN FOR THE DURATION OF CONSTRUCTION.

PLACE SIGN 500' BEYOND THE PROJECT LIMIT ON EACH SIDE OF ROUTE 72.

2 X 80-9612

SIGN SUMMARY

REMOVE METAL BEAM RAIL

SOUND BARRIER

CONSTRUCT GROUND MOUNTED

REMOVE EXISTING NOISE BARRIER WALL

TEMPORARY TRAFFIC BARRIER (PINNED)

METAL BEAM RAIL (R-B MASH)

TRAIL

EXISTING BEELINE

05.06

(088-47-159A)

OR ITS ASSIGNS.

CONNECTICUT (D.O.T.)

RESERVED IN FAVOR OF STATE OF

EASEMENT FOR EXISTING UTILITIES

105+00 106+00

107+00 108+00 109+00

110+00N75°08'27"E

N74°40'06"E N73°19'30"E 230.00'

160.00' 50.00'

R O

A D

S H

E R

W O

O D

SOLID WHITE

DELIN

DELIN DELIN

DELIN

DELIN

NOISE WALL

C.L.F.

APPROX. LOC. ELEC. DUCT

GRAN CURB

" R

C P

BT=228.38

FL=230.48

TF=235.38

''C'' CB

BT=228.74

FL=230.64

TF=235.04

''C'' CB

#59

MAGNOLI RICHARD &

WLODKOWSKIDAVID

N/F

#69

MURILLO

JUAN YOVANY

N/F

#75

KAPPER

MARTIN A.

N/F

#59

FOSTER DELROY

N/F

#25

TWENTY FIVE HAMILTON LLC

N/F

(FND)

IP

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 L

IN

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A

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RO

X.

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TR

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LI

N E

R.O.W. MAP 88-06 SH.3 OF 10

NEW BRITAIN

CITY OF

N/F

NON ACCESS HWY LINE

M A

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H M

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K S

E E D

R A

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IN

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O . M

P T

'3

.5

80-9832

80-9828

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

2/17/2026

SIGNATURE BLOCK: DRAWING TITLE:

MPT-04

REPLACE NOISE BARRIER/GUIDERAIL ON ROUTE 72 EASTBOUND

PLOTTED DATE:

M:\19086.02 CTDOT New Britain Noise Barrier\Workset\0088-0203\Traffic\Contract_Plans\TR_CP_0088_0200_SW_EB_MPT.dgn FILE NAME: MDoreo LASTED SAVED BY:

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DESIGNER/DRAFTER: TAG/MAD CHECKED BY: EWM PLAN -EB - STAGE 2

PROTECTION OF TRAFFIC

MAINTENANCE AND

TRANSPORTATION

HORIZONTAL SCALE

20' 40'

83/11

C O

O R

D

IN

A T E G

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AD

C O

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IC

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500' 500'

TO BE PAID UNDER ITEM #1220027 A - CONSTRUCTION SIGNS

ALL OTHER SIGNS FROM PHASE 1 TO REMAIN IN PLACE

RELOCATE FROM PHASE 1.

1 X 80-9832

RELOCATE FROM PHASE 1,

1 X 80-9828

SIGN SUMMARY

SAND BARRELS

RELOCATED TEMPORARY

10:1 MAX. FLARE

TRAFFIC BARRIER (PINNED)

RELOCATED TEMPORARY

BARRIER (PINNED)

RELOCATED TEMPORARY TRAFFIC

SOUND BARRIER

CONSTRUCT GROUND MOUNTED

REMOVE EXISTING NOISE BARRIER WALL

REMOVE METAL BEAM RAIL

METAL BEAM RAIL (R-B MASH)

TRAIL

EXISTING BEELINE

#40-4266(R)

RELOCATED SIGN

05.07

E

NI

L

TE

ERT

S .

X

ORP

PA

110+00 111+00 112+00 113+00 114+00

115+00

BLACK ROCK AVE.

SOLID WHITE

DELIN

NOISE WALL

DBL. MBR

O.H. SIGN

DELINS

PARAPET

APPROX. LOC. ELEC. DUCT

GRAN CURB

BCLC

" R

C P

BT=233.51

FL=235.61

TF=240.51

''C'' CB

BT=239.05

FL=240.95

TF=244.95

''C'' CB

NON PERM

CHD

EASEMENT

30' CNG

EASEMENT

25' SEWER

NON ACCESS HWY LINE

M A

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PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

2/17/2026

SIGNATURE BLOCK: DRAWING TITLE:

MPT-05

REPLACE NOISE BARRIER/GUIDERAIL ON ROUTE 72 EASTBOUND

PLOTTED DATE:

M:\19086.02 CTDOT New Britain Noise Barrier\Workset\0088-0203\Traffic\Contract_Plans\TR_CP_0088_0200_SW_EB_MPT.dgn FILE NAME: MDoreo LASTED SAVED BY:

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PROTECTION OF TRAFFIC

MAINTENANCE AND

TRANSPORTATION

HORIZONTAL SCALE

20' 40'

83/11

C O

O R

D

IN

A T E G

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ID

AD

C O

N N

E C

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IC

U T

RELOCATED TEMPORARY TRAFFIC BARRIER (PINNED)

REMOVE METAL BEAM RAIL

SOUND BARRIER

CONSTRUCT GROUND MOUNTED

REMOVE EXISTING NOISE BARRIER WALL

CONCRETE BARRIER

REMOVE EXISTING

METAL BEAM RAIL (R-B MASH)

TRAIL

EXISTING BEELINE

05.08

ROUTE 555 (WEST MAIN STREET)

115+00 116+00 117+00

DELINS

PARAPET

APPROX. LOC. ELEC. DUCT

NOISE WALL

(FND)

RECHD

#450

ACHIEVE FINANCIAL CREDIT UNION INC

N/F

(FND)

MON & IP

25' SEWER EASEMENT

NON ACCESS HWY LINE

RAN A-3944

R.O.W. MAP 88-06 SH.3 OF 10

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SHEET NO.:

2/17/2026

SIGNATURE BLOCK: DRAWING TITLE:

MPT-06

REPLACE NOISE BARRIER/GUIDERAIL ON ROUTE 72 EASTBOUND

PLOTTED DATE:

M:\19086.02 CTDOT New Britain Noise Barrier\Workset\0088-0203\Traffic\Contract_Plans\TR_CP_0088_0200_SW_EB_MPT.dgn FILE NAME: MDoreo LASTED SAVED BY:

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PROTECTION OF TRAFFIC

MAINTENANCE AND

TRANSPORTATION

HORIZONTAL SCALE

20' 40'

83/11

C O

O R

D

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ID

AD

C O

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IC

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BARRIER (PINNED)

RELOCATED TEMPORARY TRAFFIC

REMOVE METAL BEAM RAIL

SOUND BARRIER

CONSTRUCT GROUND MOUNTED

REMOVE EXISTING NOISE BARRIER WALL

END STATE PROJECT

NO. 0088-0203

STA. 117+15.34

N 803071.91

E 986977.87

E 986953.91

N 803063.66

STA. 116+80.00

END EASTBOUND NOISE BARRIER

METAL BEAM RAIL (R-B MASH)

TRAIL

EXISTING BEELINE

05.09

GARDEN

O C

K

S H

ER

-W O O

D

R D

HAM

ILTONST

B L A C

K HARRISON

C O R B

IN

W A

K E

H O

L M

E S

F I E

L D

C T

S T

B R

A D

L E

Y

A V

E

WOOD

R

U F F

C T

DR.

D R

TEXAS

L E

T E

X A

S D

R

GARRY

PENNSYLVANIA

A V E

H A

M P

S H

IR

E

D R

ROCK

OLDFI

ELD

ST.

E V E R E T

TB

A R

N E

S

PAUL ST.

LELAND

ST.

MAY

BUNNELL

ST.

ST.

ST.

COLT

QUARTETTE CLUB

AVE.

BLACK

ESTHER ST.#2

WEST

N O

R T

H

M O

U N

T A I N

R D . S

T A

N W

O O

D

BARNARDRD.

BEECHWOOD

J O

N E

S

D R

T O

RKOM DR.

DR.

STAN-

WOOD

CIR.

DR.

MAIN

LEDYARD RD.

RD.

R D

R D

FERNWOODA

R

D M

O R

E

R D

S L

A T E

R

N O R T O N

RUSSWIN

O V

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H

IL

L

U N

D E R

H I L

L WILNA ST.

DR.

SOMERSET

L A

ST.

HOOKER

ST.

C O

R B I N

RIDGEWOO

W E S

T E

R L

Y

S T

H O

M E

S T

E A

D

A V

E

N E

W F I E

L D

A V

E

A V

E

E R

W I N

S T

ST.

E

LTON ST.

BIRDSEYE

A V

E

P L

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S E

X

MYRTLE

RICHARD ST.

LEO ST.

VIETS ST.

F E

R N

BR

SHENF

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L D

S T

CLIN

A R

M I S

T I C

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RAILROAD

S T

D

W

IN

C H

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THADDEUS

S T

W A R R E

NS

T

HARTFORD

SQUARE

POLISH

LEGION

OF

AMERICAN

VETERANS

MEM.

HWY.

R i v e r

E

E

E

E

E072 032

E072 023

E0

E072 022

420 270E

S T 2

YANKEE

AVENUERAILROAD

STREET

TWOOD

M

IL

E S

A V

E

A V

E

WHITE

WOODFORD AVENUE EX

T

AVENUE

F O

R S

H A

W

A V

E

OAK AVE.

WOODFORD

AVENUE

H O

B

S

O N

D R

KRISTIN

LANE

L

IN

D A

RD.

CROOKED

S T

E084 813

771 480E

E084

E084 177A

E072 032

E084 317

E084 317

E

E

E

E

YENR

U

O J

R D

R D

NOT TO SCALE

TRAFFIC DRUM

TEMPORARY TRAFFIC BARRIER

LIGHT - HIGH INTENSITY

TYPE III BARRICARE WITH BARRICADE WARNING

LEGEND

ON-SITE APPROACH SIGNING PLAN

SIGNING AND ALL OFF-SITE DETOUR SIGNING FOR THE DURATION OF THIS PROJECT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ON-SITE APPROACH 8.

BRITAIN AND THE ENGINEER.

COORDINATE THE REMOVAL OF ANY SITE APPROACH SIGNING WITH THE CITY OF NEW

APPROACH SIGNING AND BARRICADES AS SHOWN ON THIS DRAWING, AND SHALL

PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL PLACE ON SITE 7.

SIGNS.

ALL DETOUR SIGNS ARE TO BE PAID FOR UNDER ITEM NO. 1220027A - CONSTRUCTION 6.

ENGINEER.

COVER ALL CONFLICTING EXISTING DIRECTIONAL SIGNING AS DIRECTED BY THE 5.

NEW BRITAIN.

ALL ROADWAY CLOSURES AND OPENINGS SHALL BE COORDINATED WITH THE CITY OF 4.

REQUIREMENTS.

PROTECTION OF TRAFFIC" AND "PROSECUTION AND PROGRESS" FOR ADDITIONAL

REFER TO THE SPECIAL PROVISIONS AND SPECIFICATIONS "MAINTENANCE AND 3.

BY THE ENGINEER.

SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE ADJUSTED IN THE FIELD AS DIRECTED 2.

BARRICADES.

THE "STOP" SIGN "G" AND SIGN "F" ARE TO BE MOUNTED ON TYPE III CONSTRUCTION 1.

GENERAL NOTES

ARE TO BE COVERED OR REMOVED WHILE NOT IN OPERATION.

DETOUR SIGNS ARE ONLY TO BE POSTED WHILE DETOUR IS OPERATIONAL. DETOUR SIGNS 15.

COSTS TO THE STATE.

ANY EXISTING SIGNING DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT NO 14.

TRAFFIC STANDARD SHEET TR-1208-2 AND TR-1220-2.

ALL CONSTRUCTION/DETOUR SIGNS TO BE INSTALLED ON BREAKAWAY POSTS PER 13.

ON CORBIN AVENUE IN BOTH DIRECTIONS IN THE VICINITY OF THE RAMP.

AT LEAST TWO WEEKS PRIOR TO INITIATING THE DETOUR, INSTALL SIGN 80-9079 (SIGN H) 12.

AND ANY OTHER ENTITY THAT MAY BE AFFECTED BY THE DETOUR.

TIME IS PROVIDED TO NOTIFY ALL CITY DEPARTMENTS, EMERGENCY SERVICES, BUSES,

PLAINVILE AT LEAST TWO WEEKS PRIOR TO THE TO THE RAMP CLOSURE TO ENSURE AMPLE

THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITIES OF NEW BRITAIN AND 11.

PUBLIC SAFETY.

THEY ARE OBSCURED BY TEMPORARY OR PERMANENT OBJECTS OR ARE A HAZARD TO

AS DIRECTED BY THE ENGINEER. SIGNS SHALL NOT BE PLACED AT LOCATIONS WHERE

CONDITIONS AT ALL TIMES AND SHALL BE COVERED, MOVED, REMOVED OR CHANGED

ALL TEMPORARY SIGNS, INCLUDING GUIDE SIGNS, SHALL INDICATE ACCURATE 10.

ENGINEER.

LOCATIONS ARE APPROXIMATE AND EXACT LOCATIONS ARE TO BE APPROVED BY THE

MUST BE MAINTAINED AT ALL TIMES IN ACCORDANCE WITH THE MUTCD. ALL SIGN

THE CORRECT SEQUENCE AND SPACING OF SIGNS, EITHER PERMANENT OR TEMPORARY 9.

DIMENSIONSSIGN #

CONNDOT

DESIGNATION SIGN FACE

SIGN

POSTS

NO. OF

24" x 12" 80-9001 48" x 30"

31-1120 36" x 36" 51-6612

N/A

N/A

80-9707

72" x 48" 2

A 51-6616

51-2625

80-9079

NO.

260" x 42"80-1608 2

TOTALS 37

SIGNS

SF

CHANGEABLE MESSAGE SIGN

DIRECTION OF TRAFFIC

GROUND MOUNTED SIGN (1 OR 2 POSTS)

DETOUR LEGEND

X

O

FF

R

AM

P

EB

EX

IT

AVE

CORBIN

ON RAMP

EB EXIT 2

R O

U T

E

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

2/17/2026

SIGNATURE BLOCK: DRAWING TITLE:

DTR-01

REPLACE NOISE BARRIER/GUIDERAIL ON ROUTE 72 EASTBOUND

PLOTTED DATE:

M:\19086.02 CTDOT New Britain Noise Barrier\Workset\0088-0203\Traffic\Contract_Plans\TR_CP_0088_0200_Detour.dgn FILE NAME: MDoreo LASTED SAVED BY:

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NIGHT TIME DETOUR PLAN

TRANSPORTATION

FE

/2

C O

O R D

IN

A T E

G R

ID

A D

C O

N N E C T

IC

U T

83/11

C O

O R

D

IN

A T

E G

R

ID

AD

C O

N N

E C

T

IC

U T

CHANGEABLE MESSAGE SIGN LEGEND

IS ACTIVE ON CMS #1-3.

MESSAGE 3 AND 4 TO BEIMPLEMENTED WHILE DETOUR

RAMP CLOSURE OR AS DIRECTED BY THE ENGINEER ON CMS #1.

MESSAGES 1 AND 2 TO BE DISPLAYED 14 DAYS PRIOR TO

XPM-XAM

MM/DD

MM/DD TO

CLOSE

RAMP TO

RTE 72E

#1

MESSAGE

#2

MESSAGE

#3

MESSAGE

DETOUR

FOLLOW

#4

MESSAGE

CLOSED

RAMP

RTE 72E

DIMENSIONSSIGN #

CONNDOT

DESIGNATION SIGN FACE

SIGN

POSTS

NO. OF

NO.

B

C

D

E

F

G

H

H

G

A

B

A C

A

B

B

D

24" x 12"

24" x 24"

21" x 15" 1

24" x 12"

51-6612

80-9707

51-6616

51-2626(L) 3

24" x 12"

24" x 24"

21" x 15" 1

24" x 12"

51-6612

80-9707

51-6616

51-2626(R) 1

24" x 12"

24" x 24"

21" x 15" 1

80-9708 24" x 18" 2 1

H

G

CMS #1

CMS #3

#2

CMS

INT. #088-286

72 72

72 84

72 72

DETOUR IS ACTIVE

COVER EXISTING SIGNS WHILE

RAMP CLOSED

FROM 00/00 TO 00/00

XX PM TO XX AM

BETWEEN THE HOURS OF

EAST

Newington

Middletown

TO

TO

WEST

EAST

Newington

Middletown

TO

05.10

BACKGROUND - WHITE

CIRCLE & DIAGONAL - RED

LEGEND - BLACK

R3-1

R1 - SERIES R2 - SERIES

STOP

ALL-WAY

R3-3

R3-4

BACKGROUND - WHITE

CIRCLE & DIAGONAL - RED

LEGEND - BLACK

R3-5

R3-6

31-0222 31-0223

R3 - SERIES

31-0282 31-0283

31-0295 31-0219

R3-8b

31-0307 31-0372

31-0370 31-0371

R4 - SERIES

R4-1

R4-3

R4-7

R4-7c

R5-1

R5-10c

PEDESTRIANS

R5 - SERIES

R6-1

R6 - SERIES R7 - SERIES

(D)

(R)

(L)

R7-1

(D)

(R)

(L)

VARIABLE TIMES

R8 - SERIES

R8-7

EMERGENCY

STOPPING

ONLY

R9 - SERIES R10 - SERIES

R10-6

31-0801 31-0802

R10-11

R11 - SERIES

R11-1

4.00

9.00

36X36

24X24

30-0823

31-0816

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

5.00

7.50

12.00

36X48

30X36

24X30 31-0828

31-0830

31-0819

1 .080

.100

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

6.00

24X36

SIZE CONN.

D.O.T. #

2.25

6.25 30x30

24x24

18X18

31-1705

31-1769

31-1770

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

5.00

24X30

31-0806

SIZE CONN.

D.O.T. #

48X36

31-0670

SIZE CONN.

D.O.T. #

31-1775

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

6.25

16.00

48X48

30X30

1 .080

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

31-1119

31-1120

31-1121

8.75

42X30

36X24

SIZE CONN.

D.O.T. #

31-1122

31-1123

2.00

24X12

31-1774

SIZE CONN.

D.O.T. #

31-1502

SIZE CONN.

D.O.T. #

10.00

48X30

31-0302

SIZE CONN.

D.O.T. #

48X30

SIZE CONN.

D.O.T. #

31-0334

SIZE CONN.

D.O.T. #

SIZE CONN.

D.O.T. #

36X30

SIZE CONN.

D.O.T. #

31-0175

SIZE CONN.

D.O.T. #

SIZE CONN.

D.O.T. #

31-0290

SIZE CONN.

D.O.T. #

6.25

SIZE CONN.

D.O.T. #

31-0279

SIZE CONN.

D.O.T. #

SIZE CONN.

D.O.T. #

SIZE CONN.

D.O.T. #

31-1648

31-1647

SIZE CONN.

D.O.T. #

31-1622

31-1632

SIZE CONN.

D.O.T. #

SIZE CONN.

D.O.T. #

1.85

5.17

7.98

13.24 48

18 31-0532

31-0552

31-0553

31-0557 2

1 .080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

0.95

3.84

6.77

10.83 60

18 31-0520

31-0523

31-0522

31-0528

.080

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

0.75

2.50

30X12

18X6

31-0508

31-0509

SIZE CONN.

D.O.T. #

POSTS ALUM.

NO

1.50

12X18

SIZE CONN.

D.O.T. #

31-1702

RETROREFLECTIVE

STRIP

R10-7R7-2a

R10-11b

R5-1a

20.00

48X60

31-1574

SIZE CONN.

D.O.T. #

31-1562

31-1564

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

3.75

5.00

12.00

20.00 48X60

36X48

24X30

18x30 31-1506

31-1526

31-1536

31-1546 2

1 .080

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

31-1915

31-1918

SIZE CONN.

D.O.T. #

31-0861

31-0862

SIZE CONN.

D.O.T. #

32.00

48X96

31-5510

.125

SIZE CONN.

D.O.T. #

16.00 48X48

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

31-1604

31-1627

31-1624

16.00 48X48

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

31-1603

31-1629

31-1623

BACKGROUND - WHITE

CIRCLE & DIAGONAL - RED

LEGEND - BLACK

R3-2

R9-3a

R9-3

BACKGROUND - WHITE

CIRCLE & DIAGONAL - RED

LEGEND - BLACK

R10-11c

R5-10a(CT)R4-16

R5-10a(CT)

31-0183 31-0184

31-0157 31-0158

31-0262 31-0261

R3-7

R3-8

R3-6 (CT)

R3-8R3-8

R3-8 R3-8

R3-8

R3-8b

R3-8b

R3-8b

5.00

7.50

12.00

20.00 48X60

36X48

30X36

24X30 31-5505

31-5504

31-5506

31-5507 2

1 .080

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

R3-7

SIZE CONN.

D.O.T. #

31-0117

31-0120

SIZE CONN.

D.O.T. #

31-0118

31-0123

R6-1

3.00

6.75

54X18

36X12

SIZE CONN.

D.O.T. #

31-1177

31-1178

54X18

36X12

SIZE CONN.

D.O.T. #

31-1188

31-1189

R5-11

30X24

31-1790

31-1792

SIZE CONN.

D.O.T. #

1.30

2.66 4X96

4X72

4X48

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

31-5003

31-5004

31-5005

R10-12a

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

31-1626 31-1625

R10-15

31-0859

SIZE CONN.

D.O.T. #

SIZE CONN.

D.O.T. #

POSTS ALUM.

31-051331-0512

24X36

31-0116

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

ONLY

LANE

CENTER

R3-9b

ONLYONLY00

SPEED

LIMIT

MINIMUM

32.50

60X78

31-1719

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

LIMIT

SPEED

HERE

TO

HERE

TO

R1-1

R1-2

R1-3P

R1-5

R2-1

R2-4a

SIZE CONN.

D.O.T. #

31-0630

SIZE CONN.

D.O.T. #

31-0603

R5-1(CT)

9. BLACK COLOR ON SIGNS SHALL BE PLAIN (NOT RETROREFLECTIVE).

TURNING VEHICLES YIELD TO PEDESTRIANS.

THIS INCLUDES PARTIAL RED AND YELLOW BACKGROUND SUCH AS YIELD, DO NOT ENTER, AND

8. ALL RED AND YELLOW BACKGROUND SIGNS TO USE TYPE XI RETROREFLECTIVE SHEETING.

7. ALL WHITE BACKGROUND SIDE MOUNTED SIGNS TO USE TYPE IX RETROREFLECTIVE SHEETING.

ATTACHMENT DETAILS, SIGN HANGER, "Y" CLAMP DETAIL."

6. FOR OVERHEAD MOUNTED SIGNS, SEE STANDARD SHEET TR-1114_01 - "BONDING AND UTILITY POLE

SPLICING OF SHEET ALUMINUM WILL NOT BE ACCEPTED.

5. SIGNS SHALL BE FABRICATED OF ONE CONTINUOUS PIECE OF SHEET ALUMINUM.

4. POSTS SHALL BE 4 LBS./FT.

3. POSTS - SEE STANDARD SHEET TR-1208_02 - "METAL SIGN POSTS AND SIGN MOUNTING DETAILS."

MAY REQUIRE SPECIAL BOLT HOLE PATTERNS.

SIGNS OF DIFFERENT DIMENSIONS TO BE ERECTED ON THE SAME POSTS, OR SPAN/MAST ARM MOUNTED, FOR BOLT HOLE PATTERN REFER TO FHWA PUBLICATION "STANDARD HIGHWAY SIGNS".

2. FOR SPECIFIC SIGN DESIGN CONTACT CONN. D.O.T., DIVISION OF TRAFFIC ENGINEERING.

SUFFIXED WITH THE LETTER "Z".

1. THE LEGEND "O.S.T.A." SHALL APPEAR ON ALL R- SERIES SIGNS EXCEPT WHEN

NOTES:

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

2/17/2026

SIGNATURE BLOCK: DRAWING TITLE:

TR-GR_01

EASTBOUND BETWEEN CT 555 & CT 372

REPLACE NOISE BARRIER/GUIDERAIL ON ROUTE 72

PLOTTED DATE:

M:\19086.02 CTDOT New Britain Noise Barrier\Workset\0088-0203\Traffic\Contract_Plans\TR_CP_0088_0203_SIGN_DETAILS.dgn FILE NAME: MDoreo LASTED SAVED BY:

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DESIGNER/DRAFTER: TAG/MAD CHECKED BY: EWM SIGNS TYPICAL DETAILS

ALUMINUM - R-SERIES

SIGN FACE SHEET

TRANSPORTATION

YIELD

DO NOT

ENTER

WRONG

WAY

NO

PARKING

ANY

TIME

NO

PARKING

0:00 AM

TO 0:00 PM

STOP

HERE ON

RED

STOP

HERE ON

RED

NO

TURN

ON RED

ONLY ONLY

ONLYONLY

ONLYONLY

ONLY ONLY

ONLY ONLY

ONLY

ONLY

ONLY ONLY

ONLY

ONLY

NO

TURNS

DO

NOT

PASS

SLOWER

TO PASS

NO

YIELDYIELD

VEHICLES

TURNING TURNING

VEHICLES

RIGHT LANE

NO TURN

ON RED

EXCEPT

FROM

NO

PEDESTRIANS

BICYCLES

MOTOR BIKES

MOTOR SCOOTERS

TURN

ON

RED

KEEP

OFF

MEDIAN

LEFT LANE

ARROW

LEFT TURN

YIELD ON

FLASHING

YELLOW

KEEP

RIGHT

TRAFFIC

TO PASS

EXCEPT

RIGHT

KEEP

ONE WAY

MUST

TURN LEFT

TURN RIGHT

MUST

RIGHT LANE

ONE WAY

05.11

OCTAGON - RED

TRIANGLE - RED & WHITE

BOTTOM CIRCLE - GREEN

SYMBOL & LEGEND - BLACK

BACKGROUND - YELLOW

TOP CIRCLE - RED

LEGEND - BLACK

BACKGROUND - FLUORESCENT YELLOW

LEGEND - BLACK

YELLOW GREEN

BACKGROUND - FLUORESCENT

(LEFT OR RIGHT)

LEGEND - BLACK

BACKGROUND - FLUORESCENT

LEGEND - BLACK

BACKGROUND - FLUORESCENT

LEGEND - BLACK

BACKGROUND - FLUORESCENT YELLOW

LEGEND - N/A

LEGEND - N/A

BACKGROUND - FLUORESCENT YELLOWYELLOW GREEN

BACKGROUND - FLUORESCENT

W1 - SERIES

W1-1L W1-1R W1-6

W1-7

W1-8

(LEFT OR RIGHT)

W2 - SERIES

W2-1

W2-2

(LEFT OR RIGHT)

W3-3

W/ FLASHERS

S - SERIES W4 - SERIES W5 - SERIES

W5-1

W6 - SERIES W7 - SERIES

W6-1 W6-2

W6-3

W7-1

W9 - SERIES

W9-1 W11-2

W11 - SERIES

W11-8

W12 - SERIES

W12-1 W12-2

(SUBPLATE)

W13 - SERIES

W13-1P

W13-2

W13-3

W16 - SERIES

W3-2

W3-1

W1-2

16.00 48

41-4006

41-4031

41-4056 2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

16.00 48

41-4005

41-4160

41-4055 2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

16.00 48

41-4029

41-4169

41-4068 2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

16.00 48

41-4168

41-4032

41-4067 2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

8.00

12.50

60X30

48X24

41-4223

41-4262

SIZE CONN.

D.O.T. #

8.00

12.50

48X24

41-4207

41-4208

SIZE CONN.

D.O.T. #

12.00 36X48

18X24

41-3951

41-4211

41-4260 2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

16.00 48

41-4226

41-4236

41-4221 2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

41-0501

41-0503

SIZE CONN.

D.O.T. #

41-4225

41-4235

SIZE CONN.

D.O.T. #

41-0504

41-0506

SIZE CONN.

D.O.T. #

25.00

41-0534

SIZE CONN.

D.O.T. #

41-4335

41-4330

SIZE CONN.

D.O.T. #

41-4492

41-4493

SIZE CONN.

D.O.T. #

41-4329

41-4331

SIZE CONN.

D.O.T. #

16.00 48

41-4506

41-4530

41-4508 2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

SIZE CONN.

D.O.T. #

41-4443

41-4444

41-4829

41-4830

SIZE CONN.

D.O.T. #

41-4680

41-4681

SIZE CONN.

D.O.T. #

41-4213

41-4215

SIZE CONN.

D.O.T. #

41-4706

41-4708

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

2.25

18X18 41-5566

41-5567

41-5574

SIZE CONN.

D.O.T. #

41-5581

SIZE CONN.

D.O.T. #

W3 - SERIES

S1-1

W16-9P

LEGEND - BLACK

YELLOW GREEN

BACKGROUND - FLUORESCENT

W1-2

41-0835

41-0848

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

LEGEND - BLACK

YELLOW GREEN

BACKGROUND - FLUORESCENT

W4-1

W4-2

W4-3

41-4448

41-4452

SIZE CONN.

D.O.T. #

41-4442

41-4446

SIZE CONN.

D.O.T. #

41-4468

41-4435

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

W8 - SERIES

W8-5

16.00 48

41-4519

41-4520

41-4521 2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

3.75

30X18

41-6130

41-6134

SIZE CONN.

D.O.T. #

2.19

21X15

41-2604

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

(SUBPLATE)

USE AT ADVANCE SIGN LOCATION

41-6134

41-6130 000 FT

W16-2aP

000 FT

W16-2aP

LEGEND - BLACK

BACKGROUND - FLUORESCENT

W16-7PL

W16-7PR

41-6140

SIZE CONN.

D.O.T. #

41-2602

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

(SUBPLATE)

USE AT ADVANCE SIGN LOCATION

41-5586

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

USE AT CROSSWALK

(SUBPLATE)

USE AT CROSSWALK

41-4721

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

7. BLACK COLOR ON SIGNS SHALL BE PLAIN (NOT RETROREFLECTIVE).

6. ALL SIGNS TO USE TYPE XI RETROREFLECTIVE SHEETING.

FOR RETROREFLECTIVE STRIP DETAILS AND INSTALLATION.

SEE STANDARD SHEET TR-1208_01 "SIGN PLACEMENT AND RETROREFLECTIVE STRIP DETAILS"

NOT BE INSTALLED ON ADVANCE CROSSING WARNING SIGNS.

POSTS FOR S1-1 AND W11-2 SIGNS LOCATED AT CROSSINGS. RETROREFLECTIVE STRIPS SHOULD

FLUORESCENT YELLOW GREEN RETROREFLECTIVE STRIPS SHALL BE INSTALLED ON ALL SIGN

FOR W1-6 AND W1-8 SIGNS.

5. FLUORESCENT YELLOW RETROREFLECTIVE STRIPS SHALL BE INSTALLED ON ALL SIGN POSTS

SPLICING OF SHEET ALUMINUM WILL NOT BE ACCEPTED.

4. SIGNS SHALL BE FABRICATED OF ONE CONTINUOUS PIECE OF SHEET ALUMINUM.

3. POSTS SHALL BE 4 LBS./FT.

2. POSTS - SEE STANDARD SHEET TR-1208_02 "METAL SIGN POSTS AND SIGN MOUNTING DETAILS."

MOUNTED, MAY REQUIRE SPECIAL BOLT HOLE PATTERNS.

SIGNS OF DIFFERENT DIMENSIONS TO BE ERECTED ON THE SAME POSTS, OR SPAN/MAST ARM

FOR BOLT HOLE PATTERN REFER TO FHWA PUBLICATION "STANDARD HIGHWAY SIGNS".

1. FOR SPECIFIC SIGN DESIGN CONTACT CONN. D.O.T., DIVISION OF TRAFFIC ENGINEERING.

W4-1

W4-2

W4-3

41-4449

41-4459

SIZE CONN.

D.O.T. #

41-4441

41-4447

SIZE CONN.

D.O.T. #

41-4470

41-4434

SIZE CONN.

D.O.T. #

POSTS ALUM.

W9-1

SIZE CONN.

D.O.T. #

41-4440

41-4445

41-4722

SIZE CONN.

D.O.T. #

SIZE CONN.

D.O.T. #

41-5010

1.33

4X48

SIZE CONN.

D.O.T. #

41-5001

41-5006

RETROREFLECTIVE STRIP

OF TRAVEL

DIRECTION

OM3-(L/C/R)

41-4269 41-4270 41-4268

W1-3

16.00 48

41-4103

41-4149

41-4153 2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

W1-3

16.00 48

41-4104

41-4135

41-4154 2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

W1-4

16.00 48

41-4188

41-4189

41-4152 2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

W1-4

16.00 48

41-4178

41-4179

41-4151 2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

WHEN

FLASHING

STOP

AHEAD

ROAD

NARROWS

RIGHT

RIGHT

(SQ. FT) (INCHES) D.O.T. #

POSTS

3.00 12X36 1 .080

AREA SIZE CONN. ALUM.

3.75

30X18

41-6126

41-6137

SIZE CONN.

D.O.T. #

41-2112

41-2113

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

0000 FTLANE

LEFT

LANE

LANE

ENDS

ENDS

LANE

LEFT

W12-2P (CT) W12-2P (CT)

USE WITH W16-7P

W1-8

W1-6

USE WITH:

W3-3(CT)

OBJECT MARKERS

OF TRAVEL

DIRECTION

AHEAD

41-4828

41-4827

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

W11-15

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

2/17/2026

SIGNATURE BLOCK: DRAWING TITLE:

TR-GR_02

REPLACE NOISE BARRIER/GUIDERAIL ON ROUTE 72

PLOTTED DATE:

M:\19086.02 CTDOT New Britain Noise Barrier\Workset\0088-0203\Traffic\Contract_Plans\TR_CP_0088_0203_SIGN_DETAILS.dgn FILE NAME: MDoreo LASTED SAVED BY:

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ALUMINUM - S&W SERIES

SIGN FACE SHEET

TRANSPORTATION

NOTES:

MPH

MPH

EXIT

RAMP

MPH

(SUBPLATE)

USE AT ADVANCE SIGN LOCATION

05.12

BACKGROUND - BLUE

LEGEND - WHITE

LEGEND - WHITE

BACKGROUND - RED & BLUE

LEGEND - BLACK

BACKGROUND - WHITE

LEGEND - BLACK

BACKGROUND - WHITE

BACKGROUND - BLUE

LEGEND - WHITE

D1 - SERIES

& ARROW DIRECTION

VARIABLE LEGEND

51-5202

51-5203

D1-1

D9 - SERIES

D9-2

USE M5 & M6 SERIES

** FOR ARROW SUBPLATES

51-5405

VARIABLE ARROW DIRECTION

51-6714

51-6960

D10 - SERIES

RECREATIONAL

RS-054

51-270651-2705

L or R

51-6802

51-6803

D-7

W or W/O ARROW

VARIABLE ARROW DIRECTION

.0

.0

N N

VARIABLE - N, S, E, W

CARDINAL DIRECTION

E5 - SERIES

E5-1a

I - SERIES

VARIABLE: TOWN / CITY

VARIABLE: RIVER, BROOK, CREEK

M1 - SERIES

M1-1

M1-4

M1-5

M2 - SERIES M3 - SERIES

M3-1

M3-2

NORTH

EAST

SOUTH

M3-3

W EST

M3-4

M4 - SERIES

M4-5

TO

M5 - SERIES M6 - SERIES

M6-1P M6-2P M6-4P

L or R

M6-3

D5 - SERIES

E5-1a

38.50

84X66

51-2082

SIZE CONN.

D.O.T. #

POSTS ALUM.

D3 - SERIES

51-1448

51-6092

SIZE CONN.

D.O.T. #

60X24

60X12

51-5202

51-5203

SIZE CONN.

D.O.T. #

POSTS ALUM.

D1-2

51-6788

51-6787

SIZE CONN.

D.O.T. #

42.25

78X78

51-6901

SIZE CONN.

D.O.T. #

36X9

SIZE CONN.

D.O.T. #

51-6873

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

3.00

12X60

12X48

12X36 51-5103

51-5104

51-5105

1 .080

SIZE CONN.

D.O.T. #

51-2705

51-2706

SIZE CONN.

D.O.T. #

60X24

60X12

51-6802

51-6803

SIZE CONN.

D.O.T. #

30.00

72X60

SIZE CONN.

D.O.T. #

51-6150

32.50

SIZE CONN.

D.O.T. #

78X60

4.50

36X18

18X12 51-2009

51-2007

51-2051

1 .080

SIZE CONN.

D.O.T. #

51-2020

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

4.00

5.00

9.00

11.25 45X36

36X36

30X24

24X24 51-6662

51-6663

51-6666

51-6667 1

1 .080

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

4.00

5.00

9.00

11.25 45X36

36X36

30X24

24X24 51-6615

51-6644

51-6635

51-6645 2

1 .080

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

4.00

5.00

9.00

11.25 45X36

36X36

30X24

24X24 51-6616

51-6647

51-6636

51-6646 2

1 .080

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

2.00

2.00

4.50

4.50 36X18

36X18

24X12

24X12 51-6654

51-6614

51-6658

51-6628

.080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

2.00

2.00

4.50

4.50 36X18

36X18

24X12

24X12 51-6651

51-6611

51-6655

51-6625

.080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

2.00

2.00

4.50

4.50 36X18

36X18

24X12

24X12 51-6652

51-6612

51-6656

51-6626

.080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

2.00

2.00

4.50

4.50 36X18

36X18

24X12

24X12 51-6653

51-6613

51-6657

51-6627

.080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

D5-2b

FOR USE AT "NO NUMBERED" EXITS

39.00

78X78

71-6158

SIZE CONN.

D.O.T. #

RS- SERIESD7 - SERIES

.0

18X54

51-5307

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

SHIELD AND NUMERALS ARE VARIABLE

CARDINAL DIRECTION,

D4 - SERIES

51-6006

51-6007

SIZE CONN.

D.O.T. #

51-6033

51-6034

SIZE CONN.

D.O.T. #

51-6043

51-6045

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

D4-2

D4-2

D4-2

6.00

7.50

9.00

10.50 84X18

72X18

60X18

48X18 51-2004

51-2001

51-2002

51-2003 2

2 .100

.100

.125

.125

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

D3-1 D10-4

RS-117

51-7828

SIZE CONN.

D.O.T. #

POSTS ALUM.

45.00

SIZE CONN.

D.O.T. #

108X60

57.50

SIZE CONN.

D.O.T. #

138X60

I2-2

MANAGEMENT

INCIDENT

VARIABLE ARROW DIRECTION

VARIABLE ARROW DIRECTION

VARIABLE ARROW DIRECTION

51-6662

51-6666

51-6663

51-6667

51-6615

51-6635

51-6644

51-6645

51-6616

51-6636

51-6647

51-6646

1 or 2 DIGITS

VARIABLE:

3 DIGITS

VARIABLE:

1 or 2 DIGITS

VARIABLE:

3 DIGITS

VARIABLE:

1 or 2 DIGITS

VARIABLE:

3 DIGITS

VARIABLE:

51-6125 51-6124

51-6127 51-6126

51-6129 51-6128

51-2630 51-2631

51-2688 51-2689

51-2632 51-2633

VARIABLE EXIT NUMBER

D4-2

51-2095

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

51-2097

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

51-2099

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

VARIABLE EXIT NUMBER

D4-2

51-6705

VARIABLE ARROW DIRECTION

51-6706

51-6708

51-6709

36X9

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

M6-2P

51-262851-2629

M2-1

51-6640

51-6610

SIZE CONN.

D.O.T. #

M5-1P

M5-2P

51-2690 51-2691

SIZE CONN.

D.O.T. #

51-2692 51-2693

I3-7

51-5103

SERVICE I-2(CT)

51-5104

51-5105

51-2682

51-2686

51-2606

51-2626 51-2687

51-2607

51-2627 51-2684

51-2685

51-2605

51-2625

51-6649

51-6650

51-6622

51-6620

51-6628

51-6614

51-6658

51-6654

51-6655

51-6651

51-6625

51-6611

51-6656

51-6652

51-6612

51-6626

51-6657

51-6653

51-6627

51-6613

51-664051-6610

SIZE CONN.

D.O.T. #

51-2683 51-2614

51-260951-2608

SIZE CONN.

D.O.T. #

4.38

30X21

SIZE CONN.

D.O.T. #

PARK-

RIDE

PARK-

RIDE

PARK-

RIDE

M6-1

PARK-

RIDE

VARIABLE ARROW DIRECTION

51-6050

51-6051

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

2.00

2.00

4.50

4.50 36X18

36X18

24X12

24X12 51-6650

51-6620

51-6622

51-6649

.080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

51-2610 51-2611

51-2612 51-2613

M5-1P

M5-2P

51-2679 51-2680

SIZE CONN.

D.O.T. #

51-2678 51-2681

SIZE CONN.

D.O.T. #

4.38

4.38 30X21

30X21

21X15

21X15 51-2626

51-2686

51-2606

51-2682

.080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

2.19

2.19

4.38

4.38 30X21

30X21

21X15

21X15 51-2625

51-2685

51-2605

51-2684

.080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

4.38 30X21

51-2627

51-2687

51-2607

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

6.BLACK COLOR ON SIGNS SHALL BE PLAIN (NOT RETROREFLECTIVE).

SHEETING.

WHITE BACKGROUND SIDE-MOUNTED SIGNS WHICH SHALL BE TYPE IX RETROREFLECTIVE

5.ALL SIGNS TO USE TYPE XI RETROREFLECTIVE SHEETING EXCEPT FOR:

SPLICING OF SHEET ALUMINUM WILL NOT BE ACCEPTED.

4.SIGNS SHALL BE FABRICATED OF ONE CONTINUOUS PIECE OF SHEET ALUMINUM.

3.POSTS SHALL BE 4 LBS./FT.

DETAILS."

2.POSTS - SEE STANDARD SHEET TR-1208_02 - "METAL SIGN POSTS AND SIGN MOUNTING

MOUNTED, MAY REQUIRE SPECIAL BOLT HOLE PATTERNS.

SIGNS OF DIFFERENT DIMENSIONS TO BE ERECTED ON THE SAME POSTS, OR SPAN/MAST ARM

FOR BOLT HOLE PATTERN REFER TO FHWA PUBLICATION "STANDARD HIGHWAY SIGNS".

1.FOR SPECIFIC SIGN DESIGN CONTACT CONN. D.O.T., DIVISION OF TRAFFIC ENGINEERING.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

2/17/2026

SIGNATURE BLOCK: DRAWING TITLE:

TR-GR_03

REPLACE NOISE BARRIER/GUIDERAIL ON ROUTE 72

PLOTTED DATE:

M:\19086.02 CTDOT New Britain Noise Barrier\Workset\0088-0203\Traffic\Contract_Plans\TR_CP_0088_0203_SIGN_DETAILS.dgn FILE NAME: MDoreo LASTED SAVED BY:

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DESIGNER/DRAFTER: TAG/MAD CHECKED BY: EWM DETAILS

D,E,I,&M SERIES SIGNS TYPICAL

SIGN FACE SHEET ALUMINUM -

TRANSPORTATION

NOTES:

INTERSTATE

JCT

Variable St

JCT NORTH

EAST

SOUTH

W EST TO

Variable

Variable

Variable

REST

AREA

PLAZA

SERVICE

Variable

Variable

Variable

DIESEL

FOOD

GAS

LODGING

STATE POLICE

CAMPING

INFO

EXIT

EXIT

EXIT

EXIT

00B

EXIT

00B

Variable

River

EXIT

A-B00

EXIT

A-B00

Town Name

TOWN LINE

INTERSTATE

CONNECTICUTCONNECTICUT

05.13

2/17/2026

SIGNATURE BLOCK: DRAWING TITLE:

TR-GS_13

-NEW BRITAIN

GUIDE SHEET

CTDOT TRAFFIC ENGINEERING

PLOTTED DATE:

M:\19086.02 CTDOT New Britain Noise Barrier\Workset\0088-0203\Traffic\Contract_Plans\TR_CP_0088_0203_CONSTRUCTION_SIGNS_DETAILS.DGN FILE NAME: TGomes LASTED SAVED BY:

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W S

H E

E T

I S

S U

DESIGNER/DRAFTER: S. DRISCOLL CHECKED BY: Q. BECOTTE

AND PERMIT OPERATIONS

SIGNS FOR CONSTRUCTION

TRANSPORTATION

R4-R11 - SERIES

COPY & BORDER - BLACK

BACKGROUND - WHITE

5.0

12.0

20.0 48X60

36X48

24X30 31-1517

31-1518

31-1519 2

SIZE CONN.

D.O.T. #

POSTS

R4-9R11-2

COPY & BORDER - BLACK

BACKGROUND - WHITE

W9-3aW9-3a

6.25

9.0

16.0 48

30 80-9962

80-9963

80-9964 2

SIZE CONN.

D.O.T. #

POSTS

W12-1

W4-1

M4-9a

E5 - SERIES G20 - SERIES

G20-2a

BACKGROUND - BLUE

COPY & BORDER - WHITE

VARIABLE ARROW

M4 - SERIES

M4-8

M4-10

(R)

(L)

M4-8a

VARIABLE ARROW

COPY & BORDER - BLACK

BACKGROUND - WHITE

R11-2

COPY & BORDER - BLACK

BACKGROUND - WHITE

R11-3a

COPY & BORDER - BLACK

BACKGROUND - WHITE

R11-3b

COPY & BORDER - BLACK

BACKGROUND - WHITE

VARIABLE ARROW VARIABLE ARROW

9.0

9.0

16.0

16.0 48

1(L)

(R)

(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9432

80-9431

80-9452

80-9451

W1 - SERIES

W1-4

(R)(L)

W1-6

(L or R)

W1-8

(R)(L)

(R)(L)

ARROW & BORDER - BLACK

OCTAGON - RED W/ WHITE BORDER

BOTTOM CIRCLE - GREEN

W3-3

ARROW & BORDER - BLACK

TRIANGLE - RED W/ WHITE BORDER

COPY & BORDER - BLACK

TOP CIRCLE - RED

MIDDLE CIRCLE - YELLOW

W4-2

(L) (R)

W3 - SERIES W4-W6 - SERIES

W6-3

W8-W12 - SERIES W13 - SERIES

W13-1P

4.5

8.0 48X24

36X18 80-9611

80-9612 2

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9711

80-9712 2

SIZE CONN.

D.O.T. #

7.0 72X14

80-9720 2

SIZE CONN.

9.0 36

50-5934 2

SIZE CONN.

2.0 24X12

80-9707 1

SIZE CONN.

3.0 24X18

80-9708 1

SIZE CONN.

D.O.T. #

POSTS

6.0

6.0 48X18

48X18

2(R)

(L)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9701

80-9702

5.0 30X24

80-9710 1

SIZE CONN.

10.0 48X30

80-9080 2

SIZE CONN.

12.5 60X30

80-9077 2

SIZE CONN.

12.5 60X30

80-9081 2

SIZE CONN.

3.0 24X18

80-9074 1

SIZE CONN.

2.0 24X12

80-9075 1

SIZE CONN.

3.75 30X18

80-9076 1

SIZE CONN.

D.O.T. #

POSTS

8.0

12.5 60X30

48X24 80-9424

80-9423 2

SIZE CONN.

D.O.T. #

POSTS

3.0

5.0

7.5 30X36

24X30

18X24 80-9401

80-9403

80-9404 1

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9050

80-9051 2

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9054

80-9055 2

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9052

80-9053 2

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9947

80-9945 2

SIZE CONN.

D.O.T. #

POSTS

4.0

6.25 30

24 80-9569

80-9567 1

SIZE CONN.

D.O.T. #

POSTS

W20 - SERIES

W20-1

6.25

9.0

16.0 48

30 80-9602

80-9603

80-9604 2

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9614

80-9615 2

SIZE CONN.

D.O.T. #

POSTS

W20-1

9.0

16.0 48

36 80-9805

80-9806 2

SIZE CONN.

D.O.T. #

POSTS

W20-2

9.0

16.0 48

36 80-9834

80-9835 2

SIZE CONN.

D.O.T. #

16 - SERIES

80-1619 2

16-S

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

16.0

16.0 48

48 80-9836

80-9839 2

2 (L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

16.0

16.0 48

48 80-9847

80-9848 2

2 (L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(L) (R)

(L) (R)

16.0

16.0 48

48 80-9837

80-9838 2

2 (L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(L) (R)

9.0

16.0 48

36 80-9803

80-9804 2

SIZE CONN.

D.O.T. #

POSTS

W20-7a

2.0

3.75 30X18

24X12 80-9870

80-9871

SIZE CONN.

9.0 36

80-9607 1

SIZE CONN.

D.O.T. #

POSTS

W21-6

9.0

16.0 48

36 80-9620

80-9625 2

SIZE CONN.

D.O.T. #

W22-1

10.5 42X36

80-9623 2

SIZE CONN.

D.O.T. #

W22-2

10.5 42X36

80-9621 2

SIZE CONN.

D.O.T. #

POSTS

W22-3

2.25 18 80-9950

SIZE CONN.

D.O.T. #

POSTS

STOP-SLOW PADDLE

SIDE A SIDE B

BACKGROUND - RED

COPY & BORDER - BLACK PLAIN

SIDE A

SIDE B

BACKGROUND - ORANGE

VARIABLE MILEAGE

VARIABLE MILEAGE

VARIABLE SPEED

9.0

16.0 48

36 80-9520

80-9521 2

SIZE CONN.

D.O.T. #

VARIABLE SPEED

9.0

16.0 48

80-9933

80-9934 2

SIZE CONN.

D.O.T. #

POSTS

16.0 48 80-9956 2

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

4.17

12.0

3.33 48X10

96X18

60X10 80-9913

80-9914

80-9916 2

SIZE CONN.

D.O.T. #

VARIABLE LEGEND

12.5

24.0 72X48

80-9928

80-9929 2

SIZE CONN.

D.O.T. #

POSTS

COPY & BORDER - WHITE

VARIABLE MILEAGE

90.0

80-9728 2

SIZE CONN.

120X108

VARIABLE DISTANCE

16.0

16.0 48

48 80-9846

80-9849 2

2 (L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(L) (R)

SUBPLATE

80-9703 1

SIZE CONN.

6.25 30X30

80-9706 1

SIZE CONN.

D.O.T. #

POSTS

VARIABLE ARROW

VARIABLE ARROW

R9-11R9-9 R9-11aM4-9b

M4-9b

COPY & BORDER - BLACK

BACKGROUND - WHITE

COPY & BORDER - BLACK

BACKGROUND - WHITE

COPY & BORDER - BLACK

BACKGROUND - WHITE

5.0

17.5

35.0 84X60

60X42

30X24 80-1613

80-1608

80-1605 2

116-M

16-H

16-E

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

25.0

25.0 60

2(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9484

80-9486

25.0

25.0 60

2(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9444

80-9446

BACKGROUND - FLUORESCENT ORANGE

BACKGROUND - FLUORESCENT ORANGE

BACKGROUND - FLUORESCENT ORANGE

2.5

4.5 36X18

30X12 80-9872

80-9873

SIZE CONN.

D.O.T. #

VARIABLE MILEAGE

32.0 96X48

80-9815 2

SIZE CONN.

D.O.T. #

POSTS

W16-15P

W-16 - SERIES

W3-1

W3-2

W3-5

14.0

22.5 60X54

48X42 31-1906

31-1907 2

SIZE CONN.

D.O.T. #

POSTS

W16-9P

W1-4b

W1-4c

W16-3aP

2.0

24X12 80-9049

SIZE CONN.

D.O.T. #

POSTS

W24-1

E5-1

16.0

16.0 48

48 80-9715

80-9705 2

2(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

W20-4

E5-1

BACKGROUND - GREEN

COPY & BORDER - WHITE

30.0

30.0 72X60

72X60 51-6148

51-6150 2

2(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

12.0 48X36

80-9717 2

SIZE CONN.

D.O.T. #

E5-2

12.0 48X36

80-9716 2

SIZE CONN.

D.O.T. #

POSTS

E5-2a

W20-1

16.0 48 80-9900 2

SIZE CONN.

D.O.T. #

POSTS

W8-15

W24-1a W24-1b

W24-1cP

(L) (R)(L) (R)

(L) (R)

W21-W24 - SERIES

9.0

16.0 48

36 80-5903

80-5904 2

SIZE CONN.

D.O.T. #

POSTS

W23-2

9.0

16.0 48

36 80-9799

80-9800 2

SIZE CONN.

D.O.T. #

POSTS

W20-2

9.0

9.0 36

1(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9056

80-9059

(L) 16.0 48 80-9057 2

(R) 16.0 48 80-9067 2

9.0

9.0 36

1(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9065

80-9063

(L) 16.0 48 80-9064 2

(R) 16.0 48 80-9062 2

9.0

9.0 36

1(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9071

80-9069

(L) 16.0 48 80-9070 2

(R) 16.0 48 80-9068 2

NEXT 0 MILE

0 MILE 0000 FT

0000 FT

(L or R)

VARIABLE LEGEND

BE

PREPARED

NEW

TRAFFIC

PATTERN

AHEAD

LANES

ALL

EXIT EXIT

OPEN

EXIT

CLOSED

EXIT

M4-8

VARIABLE ARROW

(L) (R)

3.0

3.0 24X18

24X18 80-9850L

80-9850R 1

1(L)

(R)

SIZE CONN.

80-9713 1

SIZE CONN.

D.O.T. #

PADDLE

80-9001 2

SIZE CONN.

3.0

24X18

SIZE CONN.

D.O.T. #

POSTS

80-9061

80-9070

9 36

2(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9922

80-9921

(L) 16.0 48 80-9918 2

(R) 16.0 48 80-9917 2

16.0

16.0 48

48 80-9923

80-9924 2

2(R)

(L)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(L) (R)

W9-1W9-1 W9-1

W9-1

W21-4W8-1

(1) (2)

9.0

16.0 48

36 80-9901

80-9902 2

1(1)

(1)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9801

80-9802 2

1(2)

(2)

7.5

9 72X18

60X18

48X18 80-9931

80-9932

80-9935 2

2(1)

(2)

(3)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(3)

(2)

(1)

11. BLACK COLOR ON SIGNS SHALL BE PLAIN (NOT RETROREFLECTIVE)

SHEETING. ALL OTHER SIGNS TO USE TYPE IX RETROREFLECTIVE SHEETING.

10. ALL SIGNS WITH FLUORESCENT ORANGE BACKGROUND TO USE TYPE VIII RETROREFLECTIVE

LEGEND - BLACK - EXCEPT AS NOTED.

BACKGROUND - FLUORESCENT ORANGE EXCEPT AS NOTED.

9. COLORS:

RETROREFLECTIVE SHEETING & COPY.

A-C OR BETTER. SIGN BLANKS SHALL HAVE ONE COAT OF PRIMER PAINT PRIOR TO APPLICATION OF

SHALL BE .125", PLYWOOD THICKNESS FOR POST MOUNTED SIGNS SHALL BE 1/2" EXTERIOR GRADE

BE .100" EXCEPT SIGN #s. 80-1605, 80-9914, 809815, 80-9728, 80-9519, & 51-6147 (L OR R) WHICH

AASHTO MASH FOR CATEGORY 2 DEVICES. ALUMINUM THICKNESS FOR POST MOUNTED SIGNS SHALL

8. MATERIALS: SIGNS AND THEIR PORTABLE SUPPORTS SHALL CONFORM TO THE REQUIREMENTS OF THE

7. MATERIALS & COLORS SHALL CONFORM TO STATE SPECIFICATIONS.

CONTRACT.

6. ALL CONSTRUCTION SIGNS TO BE PAID FOR UNDER THE CONSTRUCTION SIGNS ITEM IN THE

SPECIAL BOLT HOLE PATTERNS.

DIMENSIONS TO BE ERECTED ON THE SAME POSTS, OR SPAN/MAST ARM MOUNTED, MAY REQUIRE

HOLE PATTERN REFER TO FHWA PUBLICATION "STANDARD HIGHWAY SIGNS". SIGNS OF DIFFERENT

5. FOR SPECIFIC SIGN DESIGN, CONTACT CONN. D.O.T., DIVISION OF TRAFFIC ENGINEERING. FOR BOLT

AND CHANNELIZING DEVICES".

4. FOR TEMPORARY SUPPORTS SEE STANDARD SHEET TR-1220_02 - "CONSTRUCTION SIGN SUPPORTS

3. ALL POSTS NOTED ARE FOR LONG TERM INSTALLATION. SEE STANDARD SHEET TR-1208_02.

2. POSTS - SEE STANDARD SHEET TR-1208_02 - "METAL SIGN POSTS AND SIGN MOUNTING DETAILS".

1. R1-SERIES SIGN THE LEGEND "O.S.T.A." SHALL APPEAR.

NOTES:

W4-3

9.0

16.0

9.0 36

36 80-9938

80-9939

80-9936 1

1(L)

(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(R) 16.0 48 80-9937 2

(L) (R)

(L) (R)

W8-25

16.0 48 80-9833 2(L)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(L) 9.0 36 80-9831 1

(L) (R)

W8-25

9.0

16.0 48

36 80-9827

80-9829 2

1(L)

(L)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(R) 9.0 36 80-9830 1

(R) 16.0 48 80-9832 2

(R)

(R)

9.0

16.0

80-9826

80-9828

16.0 48

80-9905 2

SIZE CONN.

D.O.T. #

POSTS

16.0

16.0

48 80-9903

80-9904

2(L)

(R)

SIZE CONN.

D.O.T. #

05.14

2/17/2026

SIGNATURE BLOCK: DRAWING TITLE:

TR-GS_14

-NEW BRITAIN

GUIDE SHEET

CTDOT TRAFFIC ENGINEERING

PLOTTED DATE:

M:\19086.02 CTDOT New Britain Noise Barrier\Workset\0088-0203\Traffic\Contract_Plans\TR_CP_0088_0203_CONSTRUCTION_SIGNS_DETAILS.DGN FILE NAME: TGomes LASTED SAVED BY:

R E

V

D A

T E

R E

V

IS

IO

N

D E

S C

R

IP

T

-2

W S

H E

E T

I S

S U

DESIGNER/DRAFTER: S. DRISCOLL CHECKED BY: Q. BECOTTE

AND CHANNELIZING DEVICES

CONSTRUCTION SIGN SUPPORTS

TRANSPORTATION

CONSTRUCTION

SIGNS

DIAMOND SHAPE RECTANGLE SHAPE

3" TO 4"

TRAFFIC CONE

TRAFFIC DRUM

FRONT VIEW

NOTES:

1. TRAFFIC DRUM SHALL CONFORM TO THE REQUIREMENTS OF NCHRP REPORT

1. SUPPORTS SHALL BE METAL SIGN POSTS AND HAVE BREAK-AWAY FEATURES.

NOTES:

LIGHTS ON CONSTRUCTION SIGNS

PLACEMENT OF BARRICADE WARNING

BARRICADE WARNING LIGHTS (AS REQ'D)

EDGE OF

SHOULDER

SO THAT ONLY THE ILLUMINATED PORTION

THE SIGN. MOUNT ON EDGE OF SIGN

LIGHT IS TO BE MOUNTED BEHIND SIGN

IS VISIBLE OUTSIDE THE SILHOUETTE OF

TYPE III BARRICADE

CONSTRUCTION BARRICADES

NOTES:

3. CORNERS OF BARRICADE RAILS SHALL BE ROUNDED.

8" TO 12"

45°

2. IF RUBBER CONES ARE USED, THEY SHALL HAVE INTERIOR RIBS FOR RIGIDITY.

3. IF PLASTIC CONES ARE USED, THEY SHALL BE COLOR IMPREGNATED.

NOTES:

1. TRAFFIC CONES SHALL CONFORM TO THE REQUIREMENTS OF NCHRP

SHALL BE ORANGE.

AND THE LATEST EDITION OF THE MUTCD.

REPORT 350 (TL-3) OR MASH FOR CATEGORY 1 DEVICES

5. THE SECTIONS OF CONES NOT COVERED WITH RETROREFLECTIVE STRIPES

SHALL BE ORANGE.

3. THE SECTIONS OF DRUMS NOT COVERED WITH RETROREFLECTIVE STRIPES

350 (TL-3) OR THE AASHTO MASH FOR CATEGORY 1 DEVICES AND THE

1. CONSTRUCTION BARRICADES SHALL CONFORM TO THE REQUIREMENTS OF NCHRP REPORT 350 (TL-3)

THE LATEST EDITION OF THE MUTCD.THE AASHTO MASH AND OR

OF

DIRECTION

TRAFFIC

PORTABLE CONSTRUCTION SIGNS

4. SIGNS INSTALLED ON TYPE III BARRICADES SHALL BE PLACED SO AS TO COVER NO MORE THAN 50 PERCENT

OF THE TOP TWO RAILS, OR 33 PERCENT OF THE TOTAL AREA OF THE THREE RAILS.

SECTION (TYP.)

CENTERED ON

12" MIN. -

24" MAX.

12" MIN. -

24" MAX.

FOR E5-1 (EXIT SIGNS) USE MIN 48".

FOR SIGN DETAILS.

ON THE PLANS OR DIRECTED BY THE ENGINEER. SEE STANDARD SHEET TR-1220_01 - "SIGNS FOR CONSTRUCTION AND PERMIT OPERATIONS"

4. PORTABLE CONSTRUCTION SIGN SUPPORTS SHOULD NOT BE USED FOR DURATION OF MORE THAN 3 DAYS EXCEPT AS OTHERWISE SHOWN

OR THE AASHTO MASH FOR CATEGORY 2 DEVICES.

. PORTABLE SIGN SUPPORTS SHALL BE STABILIZED IN A MANNER THAT WILL NOT AFFECT THEIR COMPLIANCE WITH NCHRP REPORT 350 (TL-3)3

TO MEET FIELD CONDITIONS OR AS DIRECTED BY THE ENGINEER.

2. MOUNTING HEIGHT OF SIGNS SHALL BE A MINIMUM OF 12" AND A MAXIMUM OF 24". SIGNS SHALL BE MOUNTED HIGHER AS NEEDED

MASH FOR CATEGORY 2 DEVICES AND THE LATEST EDITION OF THE MUTCD.

1. SIGNS AND THEIR PORTABLE SUPPORTS SHALL CONFORM TO THE REQUIREMENTS OF NCHRP REPORT 350 (TL-3) OR THE AASHTO

NOTES FOR PORTABLE SIGN SUPPORTS:

5' MIN.

6" TYP.

4' MIN.

6"

6"

6"

6"

42"

42" TRAFFIC CONE

6"

2"

4"

TO 36" MAX.

28" MIN.

36" MIN.

18" MIN.

RETROREFLECTIVE STRIPE (TYP.)

6" (TYP.)

3" MAX. (TYP.)

WHITE RETROREFLECTIVE STRIPE (TYP.)

RETROREFLECTIVE STRIPE (TYP.)

WHITE RETROREFLECTIVE STRIPE (TYP.)

4. THE ENTIRE AREA OF WHITE STRIPES SHALL BE RETROREFLECTIVE SHEETING.

WHITE RETROREFLECTIVE STRIPE

WHITE RETROREFLECTIVE STRIPE

2. THE ENTIRE AREA OF ORANGE AND WHITE STRIPES SHALL BE RETROREFLECTIVE SHEETING THE SIDES OF

BARRICADES FACING TRAFFIC SHALL HAVE RETROREFLECTIVE RAIL FACES.

RETROREFLECTIVE STRIPE

RETROREFLECTIVE STRIPE

SHALL BE ORANGE.

5. THE SECTIONS OF CONES NOT COVERED WITH RETROREFLECTIVE STRIPES

RETROREFLECTIVE SHEETING.

4. THE ENTIRE AREA OF FLUORESCENT ORANGE AND WHITE STRIPES SHALL BE

3. IF PLASTIC CONES ARE USED, THEY SHALL BE COLOR IMPREGNATED.

2. IF RUBBER CONES ARE USED, THEY SHALL HAVE INTERIOR RIBS FOR RIGIDITY.

AND THE LATEST EDITION OF THE MUTCD.

REPORT 350 (TL-3) OR THE AASHTO MASH FOR CATEGORY 1 DEVICES

1. TRAFFIC CONES SHALL CONFORM TO THE REQUIREMENTS OF NCHRP

NOTES:

2. THE ENTIRE AREA OF FLUORESCENT ORANGE AND WHITE STRIPES SHALL BE

RETROREFLECTIVE SHEETING.

2. REFER TO STANDARD SHEETS:

TR-1208_01 - "SIGN PLACEMENT AND RETROREFLECTIVE STRIP DETAILS."

TR-1208_02 - "METAL SIGN POSTS AND SIGN MOUNTING DETAILS."

FLUORESCENT ORANGE

WHITE RETROREFLECTIVE STRIPE

FLUORESCENT ORANGE

WHITE RETROREFLECTIVE STRIPE

FLUORESCENT ORANGE

FLUORESCENT ORANGE

ORANGE RETROREFLECTIVE STRIPE (TYP.)

WHITE RETROREFLECTIVE STRIPE (TYP.)

NCHRP REPORT 350 (TL-3) OR THE AASHTO MASH FOR CATEGORY 2 DEVICES.

5. CONSTRUCTION BARRICADES SHALL BE STABILIZED IN A MANNER THAT WILL NOT AFFECT THEIR COMPLIANCE WITH

LATEST EDITION OF THE MUTCD.

OPPOSING TRAFFIC LANE DIVIDERS

NOTES:

1. THE OPPOSING TRAFFIC LANE DIVIDERS SHALL BE MOUNTED BACK TO BACK

ON A FLEXIBLE SUPPORT POST. THE POST SHALL BE MOUNTED TO A BASE.

RETROREFLECTIVE PANEL (TYP.)

FLUORESCENT ORANGE

1' MAX.

4" MAX.

12" (TYP.)

18" (TYP.)

(TEMPORARY LANE SEPARATOR)

NEAREST TRAFFIC LANE.

2. THE LONGITUDINAL BASE SHALL HAVE SLOPING SIDES IN ORDER TO FACILITATE

CROSSOVER BY EMERGENCY VEHICLES.

GENERAL NOTE:

TYPE IV MINIMUM AS APPROVED IN THE QUALIFIED PRODUCTS LIST.

FLEXIBLE SHEETING FOR DRUMS, CONES, & BARRICADES SHALL BE

05.15

DELINEATOR SPACING NOTES: LEGEND:

X

TYPICAL MAINLINE & INTERCHANGE DELINEATION

3"

1"

10"

SECTION A-A

FACE OF CURB

RAMP PAVEMENT

A

A

B

B

SECTION B-B

DELINEATOR PLACEMENT ON MAINLINE

SHOULDER MAINLINE PAVEMENT SHOULDER

XXXX X

2"

DIRECTION OF TRAFFIC

4" 4"

DELINEATORS DE-1, DE-2, DE-3

DE-1 DE-2 DE-3

DE-4ADE-4

4"

DE-5

COLOR APPLICATION, FOR DE-1 THRU DE-5

50 20

1,000

DELINEATORS DE-1, DE-2, DE-3 TO BE PAID FOR UNDER SECTION 12.05 DELINEATORS.

TYPICAL METAL DELINEATOR POST

DELINEATORS TYPE DE-4, DE-4A, AND DE-5 TO BE PAID FOR UNDER SECTION 12.05 DELINEATORS.

6"

3"

3"

PAVEMENT

INSTALLATION ON

PERMANENT CONCRETE BARRIER,

INSTALLATION ON DELINEATOR POSTS

SHEETING

RETROREFLECTIVE

TYPE XI

INSTRUCTIONS

PER MANUFACTURER'S

ATTACH TO CONCRETE

DE-2, OR DE-3

DELINEATOR DE-1,

WASHER AND LOCKWASHER NUT (TYP.)

GRADE 8 (TYPE 304) OR BETTER

USE STAINLESS STEEL ASTM A-194

STEEL WASHER AND LOCKWASHER NUT (TYP.)

BACK TO BACK INSTALLATION, USE STAINLESS

ON TANGENT AND CURVE - BOTH SIDES OF OFF-RAMP

ON CURVED SECTIONS - BOTH SIDES OF CURVE

ON TANGENT SECTIONS - RIGHT SIDE OF RAMP

DELINEATOR PLACEMENT ON RAMPS

(REFERENCE LOCATION/MILE POST SIGNS)

SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER.

D10-1, 2, 3, OR 4 ASSEMBLY TO BE INSTALLED WHERE

DE-3 DELINEATORS OR DE-4A DELINEATOR ASSEMBLY (BI-COLOR: WHITE & RED)

DE-3 DELINEATORS OR DE-4A DELINEATOR ASSEMBLY (BI-COLOR: YELLOW & RED)

DE-3 DELINEATOR OR DE-4A DELINEATOR ASSEMBLY (YELLOW & YELLOW)

DE-2 DELINEATORS OR DE-5 DELINEATOR ASSEMBLY (WHITE)

DE-1 DELINEATORS OR DE-4 DELINEATOR ASSEMBLY

POSTS FOR WRONG WAY DRIVER APPLICATIONS.

2. SINGLE RED DELINEATORS ARE MOUNTED ON THE BACK SIDE OF DELINEATOR

ARE PLACED.

THE SIDE OF THE ROAD WHERE THE DELINEATORS OR BARRIER DELINEATORS

COLOR SHALL CONFORM TO THE COLOR OF THE PAVEMENT EDGE LINE ON

1. UNLESS INDICATED OTHERWISE, THE DELINEATOR OR BARRIER DELINEATOR

(feet)

ON CURVE

SPACING (S)

APPROXIMATE

(feet)

OF CURVE

RADIUS (R)

FOR INSTALLATION ON METAL BRIDGE RAIL

DELINEATORS DE-4, DE-4A, DE-5

4" (TYP.)

3/8" DIA. HOLE

IN CENTER (TYP.)

3/4" R (TYP.)

4' MIN.

4'-6" MAX.

16 SQ. IN. MIN.

SHEETING

RETROREFLECTIVE

HEX HEAD BOLT, LENGTH AS REQ'D (TYP.)

CLASS 1 GRADE B8 (TYPE 304) OR BETTER

5/16" STAINLESS STEEL ASTM A-193,

1"

2" 2"

1" R (TYP.)

1"

2" 2"

3/8" DIA. HOLE (TYP.)

4 SQ. IN. (TYP.)

3/4" R (TYP.)

3/4" (TYP.)

1½" (TYP.)

SELF TAPPING SCREWS

2-3/8" x 5/8" STAINLESS STEEL HEX HEAD

IN CENTER (TYP.)

3/8" DIA. HOLE

FOR DELINEATORS ON HORIZONTAL CURVES

MUTCD TABLE - APPROXIMATE SPACING

COMPUTED FROM THE FORMULA: S=3 R-50.

S REFERS TO THE DELINEATOR SPACING FOR SPECIFIC RADII

2S, THE SECOND IS 3S, AND THE THIRD 6S BUT NOT TO EXCEED 300 FEET.

FROM THE END OF THE CURVE, THE SPACING OF THE FIRST DELINEATOR IS

300 FEET. IN ADVANCE OF OR BEYOND A CURVE, AND PROCEEDING AWAY

SHOULD BE 20 FEET. THE SPACING ON CURVES SHOULD NOT EXCEED

SPECIFIC RADII MAY BE INTERPOLATED FROM TABLE. THE MINIMUM SPACING

DISTANCE IN FEET WERE ROUNDED TO THE NEAREST 5 FEET. SPACING FOR