0124-0165 - 05 Traffic.pdf

INX-05 TRAFFIC DESIGN - INDEX OF DRAWINGS

SIGNING AND PAVEMENT MARKING PLANSPM-01

STAGED CONSTRUCTION STAGES 1A & 1B

SLR INTERNATIONAL CORP.

DESIGNED BY:

NUMBER

DRAWING

NUMBER

DRAWING

INDEX OF DRAWINGS

DRAWING TITLE DRAWING TITLE

DET-01 VEHICLE DETOUR PLAN - ROUTE 313 (RIVER STREET) EAST (SOUTHBOUND) - STAGES 1A & 1B

DET-02 VEHICLE DETOUR PLAN - ROUTE 313 (RIVER STREET) FULL ROAD CLOSURE - STAGES 2 & 3

DET-03 PEDESTRIAN DETOUR PLAN FOR CONSTRUCTION STAGES 1A, 1B, 2, & 3

MPT-01

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/14/2026

SIGNATURE BLOCK: DRAWING TITLE:

INX-05

TOWN(S):

SEYMOURSPOT IMPROVEMENTS ON RIVER STREET (ROUTE 313)

PLOTTED DATE:

W:\CADDesign\_CTDOT_Projects\124-165 (Bridge)\Traffic\_Contract_Plans\TR_CP_0124-0165_INX-05.dgn FILE NAME: wkfrancis LASTED SAVED BY:

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0124-0165

DESIGNER/DRAFTER: W. FRANCIS CHECKED BY: D. TOMPKINS

OF DRAWINGS

TRAFFIC DESIGN INDEX

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

MPT-02 STAGED CONSTRUCTION STAGES 2 & 3

SPM-02 SIGNING AND PAVEMENT MARKING PLAN

TR_GS_01

TR_GS_02

TR_GS_03

TR_GS_04

TR_GS_05

TR_GS_06

TR_GS_07

SIGN FACE SHEET ALUMINUM (X) - R-SERIES TYPICAL SIGNS DETAIL

SIGN FACE SHEET ALUMINUM (Y) - S&W SERIES TYPICAL SIGNS DETAIL

SIGN FACE SHEET ALUMINUM (Z) - D, RS, E, I, & M SERIES TYPICAL SIGNS DETAIL

PAVEMENT MARKINGS LINES AND SYMBOLS

PAVEMENT MARKINGS FOR NON FREEWAYS INTERSECTIONS & CROSSWALKS

SIGNS FOR CONSTRUCTION AND PERMIT OPERATIONS

CONSTRUCTION SIGN SUPPORTS AND CHANNELIZING DEVICES

TR_GS_08 DELINEATION, DELINEATORS, AND ATTENUATOR REFLECTOR DETAILS

05 - TRAFFIC DESIGN

05.01

SIGNATURE BLOCK:

99 REALTY DRIVE

CHESHIRE, CT 06410

203.271.1773

SLRCONSULTING.COM

F

D

C H

D

N F

C H

D

35+00 36+00 37+00

38+00

39+00

RIVER STREET (ROUTE 313)

0835 41-

STA. 38+19

51-6616

51-6610

STA. 38+99

JCT

COORDINATE GRID

A D

SIGNING NOTES

SIGNS SHALL BE AT LEAST 10 FEET FROM UTILITY POLES, UNLESS OTHERWISE DIRECTED.6.

EXACT LOCATIONS OF SIGNS TO BE VERIFIED BY ENGINEER.5.

PLAN OR DIRECTED BY ENGINEER.

ALL EXISTING SIGNS OUTSIDE THE LIMITS OF SIGNING ARE TO REMAIN UNLESS OTHERWISE INDICATED ON THE 4.

REMOVAL AND RELOCATION OF EXISTING SIGNS.

RELOCATED ONTO NEW POSTS AS DIRECTED BY ENGINEER. THIS WORK IS PAYABLE UNDER ITEM NO. 1206023A -

ALL STREET NAME SIGNS, TOWN-OWNED SIGNS AND PRIVATE SIGNS WITHIN THE PROJECT LIMITS SHALL BE 3.

EXCEPT AS OTHERWISE NOTED ON THE PLANS.

AND RETROREFLECTIVE STRIP DETAILS" AND TR-1208_02 "METAL SIGN POSTS AND SIGN MOUNTING DETAILS"

SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH TRAFFIC STANDARD SHEETS TR-1208_01 "SIGN PLACEMENT 2.

"REMOVAL AND RELOCATION OF EXISTING SIGNS"

BY THE ENGINEER OR INDICATED ON THE PLANS. THIS WORK WILL BE PAID FOR UNDER ITEM NO. 1206023A

ALL SIGNS AND POSTS LOCATED WITHIN THE SIGNING LIMITS ARE TO BE REMOVED UNLESS OTHERWISE DIRECTED 1.

PAVEMENT MARKING NOTES

PAVEMENT MARKINGS ARE TO BE INSTALLED THROUGHOUT THE PROJECT TO THE LIMIT OF PAVEMENT MARKINGS OR AS DIRECTED BY ENGINEER.4.

AND TR_GS_05 "PAVEMENT MARKINGS FOR NON FREEWAYS" EXCEPT AS OTHERWISE DIMENSIONED OR NOTED ON THE PLANS.

PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH TRAFFIC GUIDE SHEETS TR_GS_04 "PAVEMENT MARKING LINES AND SYMBOLS"3.

LONGITUDINAL MARKINGS TO BE TYPE I EPOXY RESIN IN GROOVES.2.

FINAL PAVEMENT MARKINGS ARE TO BE EPOXY RESIN UNLESS OTHERWISE NOTED.1.

= EXISTINGEX

DOUBLE POST-MOUNTED SIGN

SINGLE POST-MOUNTED SIGN

LEGEND

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/14/2026

SIGNATURE BLOCK: DRAWING TITLE:

SPM-01

W:\CADDesign\_CTDOT_Projects\124-165 (Bridge)\Traffic\_Contract_Plans\TR_CP_0124_0165_SPM.dgn FILE NAME: wkfrancis LASTED SAVED BY:

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MARKING PLAN

SIGNING AND PAVEMENT

TRANSPORTATION

(2' LINE / 4' SPACING)

4" WHITE DOTTED EXTENSION LINE

4" DOUBLE YELLOW CENTERLINE

6" WHITE EDGE LINE

M

T C

H M

A R

K S

T A .0

S

E E S

H E E T S

P M

CB

CONC. WALK

MATCH EXISTING

STA. 36+00.00'

PAVEMENT MARKING

LIMIT OF SIGNING AND

11'

11'

CB

CB

CB

CB

1" = 20'

HORIZONTAL SCALE

20' 40'

PRELIMINARY ROW MAP 125-15 SHEET 7 OF 7

PRELIMINARY ROW MAP 125-15 SHEET 7 OF 7

PRELIMINARY ROW MAP 125-15 SHEET 7 OF 7

PRELIMINARY ROW MAP 125-15 SHEET 7 OF 7

05.02

SIGNATURE BLOCK:

99 REALTY DRIVE

CHESHIRE, CT 06410

N F

C H

D

N F

C H

D

N F

C H

D

N F

C H

D

N F

C H

D

40+00 41+00

42+00

43+00

44+00

N F

C H

D

STA. 41+60

RIVER STREET (ROUTE 313)

51-6647

51-6612EAST

2009 51-

2009 51-

0282 31-

0282 31-

STA. 41+74

STA. 41+72

STA. 39+74

COORDI

NATE

G

RI

D

CONNECTI

CUT

River

Little

River

Little

TO

67 67

EAST

B A

N K S

T R

E E T

R O

U T E

B A

N K S

T R

E E T

R O

U T E

WEST

51-5202 R

51-5202 L

51-5202 L

51-5202 L

Beacon Falls

Southbury

Oxford Airport

Oxford

FRA

N

K

LIN

STREET

STA. 39+59

EX

0282 31-

51-2626 (R)

51-6616

51-6620

51-6616

51-6612

51-2626 (L)

51-6616

51-6614

SIGNS SHALL NOT BE PLACED WITHIN 10-FEET FROM UTILITY POLES.6.

EXACT LOCATIONS OF SIGNS TO BE VERIFIED BY ENGINEER.5.

PLAN OR DIRECTED BY ENGINEER.

ALL EXISTING SIGNS OUTSIDE THE LIMITS OF SIGNING ARE TO REMAIN UNLESS OTHERWISE INDICATED ON THE 4.

REMOVAL AND RELOCATION OF EXISTING SIGNS.

RELOCATED ONTO NEW POSTS AS DIRECTED BY ENGINEER. THIS WORK IS PAYABLE UNDER ITEM NO. 1206023A -

ALL STREET NAME SIGNS, TOWN-OWNED SIGNS AND PRIVATE SIGNS WITHIN THE PROJECT LIMITS SHALL BE 3.

EXCEPT AS OTHERWISE NOTED ON THE PLANS.

AND RETROREFLECTIVE STRIP DETAILS" AND TR-1208_02 "METAL SIGN POSTS AND SIGN MOUNTING DETAILS"

SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH TRAFFIC STANDARD SHEETS TR-1208_01 "SIGN PLACEMENT 2.

"REMOVAL AND RELOCATION OF EXISTING SIGNS"

BY THE ENGINEER OR INDICATED ON THE PLANS. THIS WORK WILL BE PAID FOR UNDER ITEM NO. 1206023A

ALL SIGNS AND POSTS LOCATED WITHIN THE SIGNING LIMITS ARE TO BE REMOVED UNLESS OTHERWISE DIRECTED 1.

SIGNING NOTES

PAVEMENT MARKINGS ARE TO BE INSTALLED THROUGHOUT THE PROJECT TO THE LIMIT OF PAVEMENT MARKINGS OR AS DIRECTED BY ENGINEER.4.

AND TR_GS_05 "PAVEMENT MARKINGS FOR NON FREEWAYS" EXCEPT AS OTHERWISE DIMENSIONED OR NOTED ON THE PLANS.

PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH TRAFFIC GUIDE SHEETS TR_GS_04 "PAVEMENT MARKING LINES AND SYMBOLS"3.

LONGITUDINAL MARKINGS TO BE TYPE I EPOXY RESIN IN GROOVES.2.

FINAL PAVEMENT MARKINGS ARE TO BE EPOXY RESIN UNLESS OTHERWISE NOTED.1.

PAVEMENT MARKING NOTES

LEGEND

= EXISTINGEX

DOUBLE POST-MOUNTED SIGN

SINGLE POST-MOUNTED SIGN

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/14/2026

SIGNATURE BLOCK: DRAWING TITLE:

SPM-02

W:\CADDesign\_CTDOT_Projects\124-165 (Bridge)\Traffic\_Contract_Plans\TR_CP_0124_0165_SPM.dgn FILE NAME: wkfrancis LASTED SAVED BY:

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MARKING PLAN

SIGNING AND PAVEMENT

TRANSPORTATION

APPROX. STREET LINE

APPROX. STREET LINE

APPROX. STREET LINE

APPROX. STREET LINE

A

PPRO

X. H

IG

H W

A

Y LIN

E

A

PPRO

X. STREET LIN

E

A

PPRO

X. H

IG

H W

A

Y LIN

E

A

PPRO

X. STREET LIN

E

4" DOUBLE YELLOW CENTERLINE

CB

2'

11'

11'

11'

M A

T C

H M

A R

K S

T A . 3

.0

S

E E S

H E E T S

P M

WHITE (TYP.)

LEFT TURN ARROW

CONC. WALK

STA. 42+50

4" WHITE LANE LINE

STA. 45+78.00'

PAVEMENT MARKINGS

LIMIT OF

124-201

INTERSECTION NO.

M A

TC

H M

A

RK

ST

A . 4

5+ .0

M A

TC

H M

A

RK

ST

A . 4

5+ .0

(2' LINE / 4' SPACING)

EXTENSION LINE

4" WHITE DOTTED

1" = 20'

HORIZONTAL SCALE

20' 40'

PRELIM

IN

A

RY RO

W M

A

P 125-15 SH

EET 7 O

F 7

PRELIM

IN

A

RY RO

W M

A

P 125-15 SH

EET 7 O

F 7

P R E L

IM

IN

A

R Y R

O W M

A P

-1

S

H E E T O

F

PRELIM

IN

A

RY RO

W M

A

P 125-15 SH

EET 7 O

F 7

P R E L

IM

IN

A

R Y R

O W M

A P

-1

S

H E E T O

F

05.03

SIGNATURE BLOCK:

99 REALTY DRIVE

CHESHIRE, CT 06410

F

C H

D

N F

C H

D

N F

C H

D

N F

C H

D

N F

C H

D

F N

D C

H D

N F

C H

D

+0

+0

+0

38+

39+00

40+00

41+00

42+00

43+00

N F

C H

D

N F

C H

D

N F

C H

D

N F

C H

D

N F

C H

D

F N

D C

H D

N F

C H

D

C O

C

W

L

K

44+00 45+00

46+00 46+00

STREET

FRANKLIN

(B A

N K

STR

E E T)

R O

U

TE

ROUTE 3

13 (

RIVER S

TREE

T)

TEMPORARY PAVEMENT MARKINGS (SEE NOTE 10)

SITE NO. 1 - INT NO. 124-201

IMPLEMENT TEMPORARY SIGNALIZATION

1:8

C O

L

K

44+00 45+00

46+00 46+00

N F

C H

D

N F

C H

D

N F

C H

D

N F

C H

D

N F

C H

D

F N

D C

H D

N F

C H

D

+0

+0

+0

38+

39+00

40+00

41+00

42+00

43+00

N F

C H

D

N F

C H

D

N F

C H

D

N F

C H

D

N F

C H

D

F N

D C

H D

N F

C H

D

(B A

N K S

T R

E E T

R O

U T E

ROUTE 31

3 (RI

VER ST

REET

80-908048" x 30"

31-022230" x 30"

31-029536" x 30"

31-029036" x 30"

31-021936" x 30"

31-112036" X 36"

80-983436" X 36"

80-960336" X 36"

31-190648" X 42"

80-160860" x 42"

80-970248" x 18"

80-970148" x 18"

(45°)

80-9710 R

80-9919

30" x 24"

30" x 10"

(45°)

80-9710 L

80-9919

30" x 24"

30" x 10"

31-162736" x 36"

31-162936" x 36"

80-907972" X 48"

80-9710

80-9920

30" x 24"

30" x 10"

80-9710 R

80-9919

30" x 24"

30" x 10"

80-9710 L

80-9919

30" x 24"

30" x 10"

80-981036" X 36"

80-970824" x 18"

DESIGNATION

CTDOT SIGN

SIZEMESSAGE

DESIGNATION

PLAN

VEHICULAR DETOUR SIGN LEGEND

(B A

N K

STR

E E T)

R O

U

TE

STREET

FRANKLIN

1:1

SITE NO. 1 - INT NO. 124-201

IMPLEMENT TEMPORARY SIGNALIZATION

TEMPORARY PAVEMENT MARKINGS (SEE NOTE 10)

COORDI

NATE

G

RI

D

CONNECTI

CUT

3. THE ARRAY SHOULD ONLY BE USED FOR TEMPORARY INSTALLATIONS.

2. NUMBER INDICATES MASS OF SAND IN POUNDS PER EACH BARREL.

1. THE SAND BARRELS SHALL BE LISTED ON THE DEPARTMENT’S QUALIFIED PRODUCTS LIST.

35 MPH<IMPACT VELOCITY

1400 1400

1400 2100

BARRIER

MEDIAN

CONCRETE

REFER TO DRAWING NO. DET-03 FOR PEDESTRIAN DETOUR PLAN.14.

REFER TO DRAWING NO. MPT-02 FOR ROUTE 313 (RIVER STREET) EAST (SOUTHBOUND) CLOSURE VEHICLE DETOUR PLAN.13.

REFER TO DRAWING NO. STR-23 AND STR-24 FOR STAGE 1 CONSTRUCTION SEQUENCE.12.

INSTALL DELINEATORS ON TEMPORARY TRAFFIC BARRIER PER GUIDE SHEET TR_GS_08.11.

ERADICATE EXISTING CONFLICTING PAVEMENT MARKINGS BETWEEN STATION 36+00 AND 45+78.10.

ANY EXISTING SIGNING DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT NO COST TO THE STATE.9.

MEET FIELD CONDITIONS.

EXISTING SIGNS IN CONFLICT WITH TEMPORARY SIGNS SHALL BE COVERED, REMOVED, OR REVISED TO8.

OF THE TRAVEL WAY OR BEYOND THE LIMITS OF CONSTRUCTION AND REPLACED WHEN THE DETOUR IS NO LONGER OPERATIONAL.

EXISTING CONFLICTING PAVEMENT MARKINGS SHALL BE REMOVED OR COVERED, INCLUDING THOSE PAVEMENT MARKINGS OUTSIDE 7.

ALL CONSTRUCTION SIGNS SHALL BE PAID FOR UNDER ITEM NO. 1220027 – CONSTRUCTION SIGNS.6.

POST-MOUNTED CONSTRUCTION SIGNS.

POST-MOUNTED BARRICADE WARNING LIGHTS - HIGH INTENSITY, ITEM NO. 0976002, SHALL BE MOUNTED ON ALL DIAMOND-SHAPED 5.

INSTALL POST-MOUNTED SIGNS IN ACCORDANCE WITH STANDARD SHEETS TR_1208-01, TR_1208-02, AND TR_GS_07.4.

ALL CONSTRUCTION SIGNS SHALL BE MOUNTED ON TEMPORARY BREAKAWAY POSTS, IF FEASIBLE. 3.

BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER.

TRAFFIC DRUMS AND CONSTRUCTION BARRICADES, SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATIONS SHALL

NOT LIMITED TO, THE LOCATIONS OF CONSTRUCTION SIGNS AND OTHER TRAFFIC CONTROL DEVICES, INCLUDING, BUT2.

ITEM NO. 0971001A – MAINTENANCE AND PROTECTION OF TRAFFIC.AND

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIAL PROVISIONS FOR SECTION 1.08 – PROSECUTION AND PROGRESS 1.

MAINTENANCE AND PROTECTION OF TRAFFIC PLAN NOTES

LEGEND

DIRECTION OF TRAVEL

TRAFFIC DRUM

TEMPORARY TRAFFIC BARRIER (SEE NOTE 11)

PEDESTRIAN BARRICADE

TYPE III BARRICADE

CONSTRUCTION SIGN

WORK AREA

STAGE 1B

C O

O R

D

IN

A T E G

R

ID

AD

O

N N

E C T

IC

U T

COORDIN

AT

E G

RID

CONNECTIC

UT

O

O R

D

IN

A T E G

R

ID

AD

N N

E C T

IC

T

STAGE 1A

River St

VEHICULAR DETOUR SIGN LEGEND

ID

PLAN

MESSAGE SIZE

DESIGNATION

CTDOT SIGN

24" x 18" 80-9708

30" x 10"

30" x 24"

80-9919

80-9710 L

30" x 10"

30" x 24"

36" x 36" 31-1629

36" x 36" 31-1627

48" X 42" 31-1906

36" X 36" 41-4492

36" X 36" 80-9603

36" X 36" 80-9056

36" X 36" 31-1120

36" x 30" 31-0219

36" x 30" 31-0290

36" x 30" 31-0295

48" x 30" 80-9080

60" x 42" 80-1608

80-9710

80-9919

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/14/2026

SIGNATURE BLOCK: DRAWING TITLE:

MPT-01

W:\CADDesign\_CTDOT_Projects\124-165 (Bridge)\Traffic\_Contract_Plans\TR_CP_0124-0165_MPT.dgn FILE NAME: wkfrancis LASTED SAVED BY:

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STAGES 1A & 1B

STAGED CONSTRUCTION

TRANSPORTATION

V

L. 6 P

G . 1

R

IV

E R

STR

E E T

C

T STO

R A

G E P

A R

TN

E R

S, LLC

N /F

APPROX. STREET LINEAPPROX. STREET LINE

APPROX. STREET LINE

APPROX. STREET LINEAPPROX. STREET LINE

' (T

YP

' 2

20' TYP.

60' TAPER

APPROX. STREET LINEAPPROX. STREET LINE

APPROX. STREET LINE

APPROX. STREET LINEAPPROX. STREET LINE

3'

12'

2'

12'

2'

12'

20'

O.

C.

60' TAPER

20' TYP.

20'

NARROWS

ROAD

A

PPRO

X. HIG

HW

A

Y LIN

E

A

PPRO

X. HIG

HW

A

Y LIN

E

A

PPRO

X. HIG

HW

A

Y LIN

E

APPROX. STREET LINE

APPROX. STREET LINE

APPROX. STREET LINE

WORK AREA

TYPE III CONSTRUCTION BARRICADE

TEMPORARY WHITE PAVEMENT SYMBOL (TYP.)

P

N

(SEE PLAN STR-24 )

BRIDGE STAGED CONSTRUCTION PLAN 1B

SITE NO. 1 - INT NO. 124-201

IMPLEMENT TEMPORARY SIGNALIZATION

TRAFFIC DRUM O.C. (TYP.)

TEMPORARY 6" WHITE EDGE LINE (TYP.)

TEMPORARY TRAFFIC BARRIER

Q

C T

S

G

X

R

R

R

TEMPORARY 6" YELLOW EDGE LINE (TYP.)

TEMPORARY 6" YELLOW EDGE LINE (TYP.)

A

E

U

P

N

M

H

U

P

(SEE DETAIL)

MASH TL-3 SAND BARREL ARRAY

APPROX. STREET LINE

APPROX. STREET LINE

APPROX. STREET LINE

A

PPRO

X. HIG

HW

A

Y LIN

E

A

PPRO

X. HIG

HW

A

Y LIN

E

A

PPRO

X. HIG

HW

A

Y LIN

E

TRAFFIC DRUM - O.C. (TYP.)

WORK AREA

TYPE III CONSTRUCTION BARRICADE

X

U

A

O

N

(SEE PLAN STR-03)

RETAINING WALL 101

(SEE PLAN STR-23)

BRIDGE STAGED CONSTRUCTION PLAN 1A

H

E

SAND BARREL ARRAY TYP. (SEE DETAIL)

R

L

PEDESTRIAN BARRICADE

R

TEMPORARY 6" YELLOW EDGE LINE (TYP.)

TEMPORARY 6" YELLOW EDGE LINE (TYP.)

S

G

T C

SITE NO. 1 - INT NO. 124-201

IMPLEMENT TEMPORARY SIGNALIZATION

P

T

P

P

N

M

U

R

80'

N.T.S.

MASH TL-3 SAND BARREL ARRAY

NOTES:

1" = 40'

SCALE

40'

A

G

H

S

T

U

E

C

N

P

Q

R

X

O

M

PRE

LIM

INARY

ROW

MAP 1

-15

SH

EE

T 7 O

F 7

PRE

LIM

INARY

ROW

MAP 1

-15

SH

EE

T 7 O

F 7

PRELIM

IN

A

RY RO

W M

A

P 125-15 SHEET 7 O

F 7

P R E

LIM

IN

A

R Y R

O W M

A P

-1

S

H E E T 7 O

F 7

PRE

LIM

INARY

ROW

MAP 1

-15

SH

EE

T 7 O

F 7

PRE

LIM

INARY

ROW

MAP 1

-15

SH

EE

T 7 O

F 7

PRELIM

IN

A

RY RO

W M

A

P 125-15 SHEET 7 O

F 7

P R E

LIM

IN

A

R Y R

O W M

A P

-1

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H E E T 7 O

F 7

PRE

LIM

INARY

ROW

MAP 1

-15

SH

EE

T 7 O

F 7

PRE

LIM

INARY

ROW

MAP 1

-15

SH

EE

T 7 O

F 7

PRELIM

IN

A

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W M

A

P 125-15 SHEET 7 O

F 7

P R E

LIM

IN

A

R Y R

O W M

A P

-1

S

H E E T 7 O

F 7

PRELIMINARY ROW MAP 125-15 SHEET 7 OF 7

PRELIM

IN

A

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W M

A

P 125-15 SH

EET 7 O

F 7

PRELIMINARY ROW MAP 125-15 SHEET 7 OF 7PRELIMINARY ROW MAP 125-15 SHEET 7 OF 7

PRELIM

IN

A

RY RO

W M

A

P 125-15 SH

EET 7 O

F 7

0'

0'

0'

M A

TC

H M

A R K S

TA

.0

M A

TC

H M

A R

K

- S

TA

. 4

.0

100'

100'

100'

PRELIMINARY ROW MAP 125-15 SHEET 7 OF 7

PRELIM

IN

A

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W M

A

P 125-15 SH

EET 7 O

F 7

PRELIMINARY ROW MAP 125-15 SHEET 7 OF 7PRELIMINARY ROW MAP 125-15 SHEET 7 OF 7

PRELIM

IN

A

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W M

A

P 125-15 SH

EET 7 O

F 7

PRE

LIM

INARY

ROW

MAP 1

-15

SH

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T 7 O

F 7

PRE

LIM

INARY

ROW

MAP 1

-15

SH

EE

T 7 O

F 7

PRELIM

IN

A

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W M

A

P 125-15 SHEET 7 O

F 7

P R E

LIM

IN

A

R Y R

O W M

A P

-1

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H E E T 7 O

F 7

PRE

LIM

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ROW

MAP 1

-15

SH

EE

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ROW

MAP 1

-15

SH

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F 7

PRELIM

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A

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M A

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H M

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TA

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. 4

.0

0'

100'

100'

100'

05.04

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ROAD WORK

END

CONC WALK

CONC WALK

C O

L K

L

K C

O N

C

C O

L K

C O

L K

C O

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CONC WALK

CONC WALK

C O

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O N

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DETOUR NOTES

LEGEND

TRAFFIC DRUM

TEMPORARY TRAFFIC BARRIER

PEDESTRIAN BARRICADE

TYPE III BARRICADE

CONSTRUCTION SIGN

WORK AREA

STAGES 2 AND 3

STAGES 2 AND 3

FOR (ACTIVE SEWER BYPASS PUMPING)

SUBSTAGE OF STAGE 2 ONLY

REFER TO DRAWING NO. DET-03 FOR PEDESTRIAN DETOUR PLAN.13.

CONTRACTOR TO COVER SIGNS "U" DURING ACTIVE SEWER BYPASS PUMPING OPERATIONS UNDER SUBSTAGE 2.12.

INSTALL SIGN "F" AT CLOSURE LOCATION TWO WEEKS IN ADVANCE OF CLOSURE TO NOTIFY ROAD USERS OF CLOSURE DATES AND TIMES.11.

AND REPLACED WHEN THE DETOUR IS NO LONGER OPERATIONAL.

EXISTING CONFLICTING PAVEMENT MARKINGS SHALL BE COVER OR REMOVED, INCLUDING THOSE PAVEMENT MARKINGS OUTSIDE OF THE TRAVEL WAY OR BEYOND THE LIMITS OF CONSTRUCTION 10.

ACCESS AND EGRESS TO ALL STREETS AND ALL DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES.9.

ANY EXISTING SIGNS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT NO COST TO THE STATE.8.

ALL DETOUR SIGNS SHALL BE PAID FOR UNDER ITEM NO. 1220027 - CONSTRUCTION SIGNS.7.

POST-MOUNTED BARRICADE WARNING LIGHTS - HIGH INTENSITY, ITEM NO. 0976002, SHALL BE MOUNTED ON ALL DIAMOND-SHAPED POST-MOUNTED CONSTRUCTION SIGNS.6.

ALL CONSTRUCTION SIGNS TO BE INSTALLED IN ACCORDANCE WITH CTDOT STANDARD SHEETS TR_1208_01, TR_1208_02, AND TR_GS_07.5.

ALL EXISTING CONFLICTING SIGNS TO BE COVERED OR REMOVED WHILE THE DETOUR IS IN EFFECT.4.

DETOUR SIGNS ARE TO ONLY BE POSTED WHILE THE DETOUR IS IN EFFECT. DETOUR SIGNS ARE TO BE COVERED OR REMOVED WHILE THE DETOUR IS NOT OPERATIONAL.3.

ALL SIGN LOCATIONS INDICATED ON THE PLAN ARE APPROXIMATE; AND SHALL BE ADJUSTED TO MEET FIELD CONDITIONS PRIOR TO IMPLEMENTATION OF THE DETOUR.2.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIAL PROVISIONS FOR SECTION 1.08 – PROSECUTION AND PROGRESS AND ITEM NO. 0971001A – MAINTENANCE AND PROTECTION OF TRAFFIC.1.

STAGES 1A, 1B, 2, & 3

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/14/2026

SIGNATURE BLOCK: DRAWING TITLE:

MPT-02

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STAGES 2 & 3

STAGED CONSTRUCTION

TRANSPORTATION

APPROX. STREET L

INE

APPROX. STREET L

INE

APPROX. STREET L

INE

APPROX. STREET L

INE

APPROX. STREET L

INE

P

IN

E STR

EET

(D E R

B Y A

V E N

U E

S

TA

TE

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O U

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TR

E E T

W E S T

(R

IV

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R O

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(BROAD STREET)

ROUTE 313

(M A

IN

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TR

E E T)

R O

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(M A

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TR

E E T)

R O

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PP

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PP

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20' (O.C.)

TRAFFIC DRUMS

R L X L R

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SITE NO. 2 - INT NO. 124-207

IMPLEMENT TEMPORARY SIGNALIZATION

INT NO. 124-205

- INT NO. 124-201

IMPLEMENT TEMPORARY SIGNALIZATION SITE NO. 1

- INT NO. 124-201

IMPLEMENT TEMPORARY SIGNALIZATION SITE NO. 1

N P

U

PEDESTRIAN BARRICADE

TEMPORARY TRAFFIC BARRIER

TYPE III BARRICADE

PEDESTRIAN RAMP

TEMPORARY

BARRICADE

PEDESTRIAN

PEDESTRIAN RAMP

TEMPORARY

BARRICADE

PEDESTRIAN

TRAFFIC DRUM (20' O.C.)

MARKING ARROW (SEE NOTE 10)

INSTALL TEMPORARY PAVEMENT

PAVEMENT MARKING ARROWS (TYP.)

INSTALL TEMPORARY

M A

TC

H M

A

RK

- STA

T. 45+

M A

TC

H M

A

RK

- STA

T. 45+

M A

TC

H M

A

RK

- STA

T. 45+

W V

Z

MARKING ARROWS (TYP.)

INSTALL TEMPORARY PAVEMENT

(SEE NOTE 10)

LEFT TURN ARROW

COVER EXISTING EDGE LINE

TEMPORARY 6" WHITE

TEMPORARY 6" WHITE EDGE LINE

PFOR ADDITIONAL SIGNS

SEE "STAGES 2 AND 3" DETAIL

SEE NOTE 10

H

SEE NOTE 12

1" = 40'

SCALE

40' 80'

Z

W

80-9074 R24" x 18"31-190648" X 42"

80-961148" x 30"80-160860" x 42"

80-908030" x 30"80-970248" x 18"

80-9074 L24" x 18"80-970148" x 18"

80-907630" x 18"31-162736" x 36"

31-029536" x 30"31-162936" x 36"

31-029036" x 30" 80-9710 80-9919

30" x 24"

30" x 10"

31-021936" x 30" 80-9710 R 80-9919

30" x 24"

30" x 10"

31-112036" X 36" 80-9710 L 80-9919

30" x 24"

30" x 10"

80-960336" X 36"80-970824" x 18"

DESIGNATION

CTDOT SIGN

SIZEMESSAGE

DESIGNATION

CTDOT SIGN

SIZEMESSAGE

VEHICULAR DETOUR SIGN LEGEND

A

C

E

G

H

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PR

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O F

PRELIM

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AP 125

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OF 7

PRELIMINARY ROW MAP 125-15 SHEET 7 OF 7

PR

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A

RY

R

O W M

A P

5- S

H

EE

T

O F

PRELIM

INARY R

OW M

AP 125

-15 S

HEET 7

OF 7

PR

EL

IM

IN

A

RY

R

O W M

A P

5- S

H

EE

T

O F

PRELIM

INARY R

OW M

AP 125

-15 S

HEET 7

OF 7

PRELIMINARY ROW MAP 125-15 SHEET 7 OF 7

M A

R

TH

A S

TR

E E T

ROUTE 67 (B

ANK STREE

T)

FRA

NKLI

N S

TRE

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ROUTE 67 (BANK STREET)

ROUTE 67 (BANK STREET)

(R

IV

E R S

TR

E E T)

R O

U

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165'

100' 100'

100'

05.05

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99 REALTY DRIVE

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S TR E E T

B A

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V I

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T

S

S T .

B R O A D

R

B

Y

R

S

TS

O O

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M A

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F A R R E

L L

D AY

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G R A ND

S E

C O

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A V

C ULVER

F

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H E N R Y S T .

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W A

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ID E R

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N U

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P I

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M A

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A T

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N

R .R

BANK

ST.

GROVE

NORTH

M A

IN

S T

T S

F R A N K LIN

S T

C H

E R

R Y

SANFORD

BI

R

F I

R S

T

S T

C O

L U

M

B U S

S

T

K

W E

S T

ST.

DETOUR NOTES

REFER TO PEDESTRIAN DETOUR PLAN (DRAWING NO. DET-03) FOR ADDITIONAL SIGNING AND SIDEWALK CLOSURE.13.

COORDINATE CONSTRUCTION ACTIVITIES AND SIGN PLACEMENT WITH PROJECT NO. 0304-0027 (SEYMOUR RAILROAD STATION IMPROVEMENTS).12.

INSTALL "SIGN F" AT CLOSURE LOCATION TWO WEEKS IN ADVANCE OF CLOSURE TO NOTIFY ROAD USERS OF CLOSURE DATES AND TIMES.11.

OR BEYOND THE LIMITS OF CONSTRUCTION AND REPLACED WHEN THE DETOUR IS NO LONGER OPERATIONAL.

EXISTING CONFLICTING PAVEMENT MARKINGS SHAL BE COVER OR REMOVED, INCLUDING THOSE PAVEMENT MARKINGS OUTSIDE OF THE TRAVEL WAY 10.

THE PROPERTY OWNER.

ACCESS AND EGRESS TO ALL STREETS AND ALL DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. ANY DRIVEWAY CLOSURES SHALL BE COORDINATED WITH 9.

ANY EXISTING SIGNS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT NO COST TO THE STATE.8.

ALL DETOUR SIGNS SHALL BE PAID FOR UNDER ITEM NO. 1220027 - CONSTRUCTION SIGNS.7.

POST-MOUNTED BARRICADE WARNING LIGHTS - HIGH INTENSITY, ITEM NO. 0976002, SHALL BE MOUNTED ON ALL DIAMOND-SHAPED POST-MOUNTED CONSTRUCTION SIGNS.6.

ALL CONSTRUCTION SIGNS TO BE INSTALLED IN ACCORDANCE WITH CTDOT STANDARD SHEETS TR_1208_01, TR_1208_02 AND TR_GS_07.5.

ALL EXISTING CONFLICTING SIGNS TO BE COVERED OR REMOVED WHILE THE DETOUR IS IN EFFECT.4.

DETOUR SIGNS ARE TO ONLY BE POSTED WHILE THE DETOUR IS IN EFFECT. DETOUR SIGNS ARE TO BE COVERED OR REMOVED WHILE THE DETOUR IS NOT OPERATIONAL.3.

ALL SIGN LOCATIONS INDICATED ON THE PLAN ARE APPROXIMATE; AND SHALL BE ADJUSTED TO MEET FIELD CONDITIONS PRIOR TO IMPLEMENTATION OF THE DETOUR.2.

ITEM NO. 0971001A – MAINTENANCE AND PROTECTION OF TRAFFIC.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIAL PROVISIONS FOR SECTION 1.08 – PROSECUTION AND PROGRESS AND 1.

CONSTRUCTION SIGN

WORK AREA

LEGEND

500 FT

RIVER STREET

CLOSED

FROM 00/00 TO 00/00

TO THRU TRAFFIC

VEHICULAR DETOUR SIGN LEGEND

ID

PLAN

MESSAGE SIZE

DESIGNATION

CTDOT SIGN

36" X 36" 80-9810

30" x 10"

30" x 24"

80-9919

80-9710 L

30" x 10"

30" x 24"

80-9919

80-9710 R

72" X 48" 80-9079

(45°)

60" x 42" 80-1608

River St

River St

30" x 10"

30" x 24"

80-9919

80-9710

River St 30" x 10"

30" x 24"

80-9919

80-9710 L

River St

24" X 18" 80-9708

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/14/2026

SIGNATURE BLOCK: DRAWING TITLE:

DET-01

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DESIGNER/DRAFTER: W. FRANCIS CHECKED BY: D. TOMPKINS STAGES 1A & 1B

(RIVER STREET) EAST (SOUTHBOUND) -

VEHICLE DETOUR PLAN - ROUTE 313

TRANSPORTATION

FOR STAGES 1A & 1B

SEE DRAWING NO. MPT-01

INT NO. 124-201

INT NO. 124-205

INT NO. 124-202

SEE NOTE 11

INT NO. 124-216

INT NO. 124-217

F

B

M

I

M F

B

D

(ON ROUTE 67)

C

(ON ROUTE 67)

E

D

F

INT NO. 124-207

A

M

D

B

C

F

E

I

A

05.06

SIGNATURE BLOCK:

99 REALTY DRIVE

CHESHIRE, CT 06410

S TR E E T

B A

N

R E

V I

R

T

S

S T .

R

S

TS

O O

L

S T

M A

R

T H

A

F A R R E

L L

D AY

S T

R E

E T

W A

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L E

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S T

S T

S T

D E

F O

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EST ST .

D E

W O

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G R A ND

S E

C O

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C ULVE

F

IR

S T

H E N R Y S T .

A V

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ST.

H U

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H R

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W A

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I N

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O N

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S T

R E

E T

C E

D A

R

S T

S T

R E

E T

C H

U R

C H

S T

R E

E T

R

ID E R

A V

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N U

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P I

N E

S T

M A

I N

S T

A T

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N

R .R

BANK

ST.

GROVE

NORTH

M A

IN

S T

T S

F R A N K LIN

S T

C H

E R

R Y

BI

F I

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T

S T

C O

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B U S

S

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ST.

S TR E E T

B A

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O O

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G R A ND

S E

C O

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C ULVE

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H E N R Y S T .

A V

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ST.

H U

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H R

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W A

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C E

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LEGEND

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/14/2026

SIGNATURE BLOCK: DRAWING TITLE:

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DESIGNER/DRAFTER: W. FRANCIS CHECKED BY: D. TOMPKINS - STAGES 2 & 3

(RIVER STREET) FULL ROAD CLOSURE

VEHICLE DETOUR PLAN - ROUTE 313

TRANSPORTATION

REFER TO PEDESTRIAN DETOUR PLAN (DRAWING NO. DET-03) FOR ADDITIONAL SIGNING AND SIDEWALK CLOSURE.13.

COORDINATE CONSTRUCTION ACTIVITIES AND SIGN PLACEMENT WITH PROJECT NO. 0304-0027 (SEYMOUR RAILROAD STATION IMPROVEMENTS).12.

INSTALL "SIGN F" AT CLOSURE LOCATION TWO WEEKS IN ADVANCE OF CLOSURE TO NOTIFY ROAD USERS OF CLOSURE DATES AND TIMES.11.

OR BEYOND THE LIMITS OF CONSTRUCTION AND REPLACED WHEN THE DETOUR IS NO LONGER OPERATIONAL.

EXISTING CONFLICTING PAVEMENT MARKINGS SHAL BE COVER OR REMOVED, INCLUDING THOSE PAVEMENT MARKINGS OUTSIDE OF THE TRAVEL WAY 10.

THE PROPERTY OWNER.

ACCESS AND EGRESS TO ALL STREETS AND ALL DRIVEWAYS MUST BE MAINTAINED AT ALL TIMES. ANY DRIVEWAY CLOSURES SHALL BE COORDINATED WITH 9.

ANY EXISTING SIGNS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AT NO COST TO THE STATE.8.

ALL DETOUR SIGNS SHALL BE PAID FOR UNDER ITEM NO. 1220027 - CONSTRUCTION SIGNS.7.

POST-MOUNTED BARRICADE WARNING LIGHTS - HIGH INTENSITY, ITEM NO. 0976002, SHALL BE MOUNTED ON ALL DIAMOND-SHAPED POST-MOUNTED CONSTRUCTION SIGNS.6.

ALL CONSTRUCTION SIGNS TO BE INSTALLED IN ACCORDANCE WITH CTDOT STANDARD SHEETS TR_1208_01, TR_1208_02, AND TR_GS_07.5.

ALL EXISTING CONFLICTING SIGNS TO BE COVERED OR REMOVED WHILE THE DETOUR IS IN EFFECT.4.

DETOUR SIGNS ARE TO ONLY BE POSTED WHILE THE DETOUR IS IN EFFECT. DETOUR SIGNS ARE TO BE COVERED OR REMOVED WHILE THE DETOUR IS NOT OPERATIONAL.3.

ALL SIGN LOCATIONS INDICATED ON THE PLAN ARE APPROXIMATE; AND SHALL BE ADJUSTED TO MEET FIELD CONDITIONS PRIOR TO IMPLEMENTATION OF THE DETOUR.2.

ITEM NO. 0971001A – MAINTENANCE AND PROTECTION OF TRAFFIC.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIAL PROVISIONS FOR SECTION 1.08 – PROSECUTION AND PROGRESS AND 1.

DETOUR NOTES

CONSTRUCTION SIGN

WORK AREA

River St

500 FT

RIVER STREET

CLOSED

FROM 00/00 TO 00/00

TO THRU TRAFFIC

VEHICULAR DETOUR SIGN LEGEND

ID

PLAN MESSAGE SIZE

DESIGNATION

CTDOT SIGN

36" X 36" 80-9810

30" x 10"

30" x 24"

80-9919

80-9710 L

30" x 10"

30" x 24"

80-9919

80-9710 R

30" x 10"

30" x 24"

80-9919 80-9710

72" X 48" 80-9079

30" x 10"

30" x 24"

80-9919 80-9710 L

(45°)

30" x 10"

30" x 24"

80-9919 80-9710 R

(45°)

60" x 42" 80-1608

River St

River St

River St

LEGEND

AND STAGE 3

FOR STAGE 2, STAGE 2 PUMPING,

SEE DRAWING NO. MPT-02

INT NO. 124-201

INT NO. 124-205

INT NO. 124-202

SEE NOTE 11

INT NO. 124-216

INT NO. 124-217

FOR STAGES 2 AND 3

SEE DRAWING NO. MPT-02

INT NO. 124-207

F

B

M

F

B

M

C

M F

B

E

E

C

M

F

B

C

D

D

F

(ON ROUTE 67)

(ON ROUTE 67)

I

J

D

I

M

E

D

B

C

F

J

05.07

SIGNATURE BLOCK:

99 REALTY DRIVE

CHESHIRE, CT 06410

CONC WALK

L

K

C O

N C

C O

L K

S TR E E T

B A

N

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V I

R

T

S

S T .

S T

M A

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T H

A

F A R R E

L L

D AY

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R E

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W A

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L E

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S T

S T

S T

D E

F O

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D E

W O

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S T

G R A ND

S E

C O

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A V

C ULVER

F

IR

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H E N R Y S T .

A V

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JAMES

ST.

H U

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H R

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U E

S H

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O N

S T

R E

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E D

A R

S T

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P I

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A T

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N

R .R

BANK

ST.

NORTH

M A

IN

S T

F R A N K LIN

S T

C H

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R Y

SANFORD

BI

R

F I

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T

S T

C O

L U

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B U S

S

T

K

ST.

N/F

CHD

N/F

CHD

MBRCONC CURB

MBRCONC CURB

L

K C

O N

C

C O

L K

80-970824" x 18"

80-9074 R24" x 18"

80-9074 L24" x 18"

80-907630" x 18"

80-970630" x 30"

80-9703 R30" x 30"

80-9703 L30" x 30"

80-161948" x 30"

DESIGNATION

CTDOT SIGN

SIZEMESSAGE

DESIGNATION

PLAN

PEDESTRIAN DETOUR SIGN LEGEND

FOR STAGES 2 AND 3

DETAIL "A" - N.T.S.

A S S

U M

E D N

O R T

H

P E

R R

E F E

R E

N C

E N

O

A S

S U

M E

D N

O R

T H

P E

R R

E F

E R

E N

C E

N O

A

S S

U M

E D

N O

R T

H P

E R

R E

F E

R E

N C

E N

O

A S

S U

M E

D N

O R

T H

P E

R R

E F

E R

E N

C E

N O

FOR STAGES 2 AND 3

DETAIL "B" - N.T.S.

FOR STAGES 2 AND 3

DETAIL "C" - N.T.S.

FOR STAGES 1A & 1B

DETAIL "E" - N.T.S.

A

S S

U M

E D

N O

R T

H P

E R

R E

F E

R E

N C

E N

O

FOR STAGES 2 & 3

DETAIL "D" - N.T.S.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/14/2026

SIGNATURE BLOCK: DRAWING TITLE:

DET-03

W:\CADDesign\_CTDOT_Projects\124-165 (Bridge)\Traffic\_Contract_Plans\TR_CP_0124_0165_DET.dgn FILE NAME: wkfrancis LASTED SAVED BY:

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CONSTRUCTION STAGES 1A, 1B, 2, & 3

PEDESTRIAN DETOUR PLAN FOR

TRANSPORTATION

11. SEE DETAIL "C" ON SHEET "MPT-02" (STAGE 2 & 3 VEHICLE DETOUR PLAN DETAILS) FOR ADDITIONAL SIGNS.

10. COORDINATE CONSTRUCTION ACTIVITIES AND SIGN PLACEMENT WITH PROJECT NO. 0304-0027 (SEYMOUR RAILROAD STATION IMPROVEMENTS).

9. THE COST OF THE DETOUR SIGNS SHALL BE PAID FOR UNDER ITEM NO. 1220027 - CONSTRUCTION SIGNS.

8. POST-MOUNTED BARRICADE WARNING LIGHTS - HIGH INTENSITY, ITEM NO. 0976002, SHALL BE MOUNTED ON ALL DIAMOND-SHAPED POST-MOUNTED CONSTRUCTION SIGNS.

7. INSTALL POST-MOUNTED SIGNS IN ACCORDANCES WITH STANDARD SHEETS TR_1208-01, TR_1208-02, AND TR_GS_07.

6. EXISTING SIGNS WHICH CONFLICT WITH THE DETOUR SIGNS SHALL BE COVERED, REMOVED, OR REVISED AS DIRECTED BY THE ENGINEER.

5. DETOUR SIGNS ARE TO BE INSTALLED SUCH THAT THEY DO NOT BLOCK OR ARE NOT BLOCKED BY EXISTING SIGNS.

4. DETOUR SIGNS SHALL BE REMOVED WHEN THE DETOUR IS NO LONGER REQUIRED.

3. DETOUR SIGNS ARE ONLY TO BE PLACED WHILE THE DETOUR IS OPERATIONAL, THEY SHALL BE COVERED OR REMOVED WHILE DETOUR IS NOT IN OPERATION.

2. ALL SIGN LOCATIONS INDICATED ON THE PLAN ARE APPROXIMATE, EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD AS DIRECTED BY THE ENGINEER.

1. PEDESTRIAN DETOUR IS TO BE IN PLACE DURING THE RIVER STREET SOUTHBOUND CLOSURE AND THE RIVER STREET FULL ROAD CLOSURE FOR CONSTRUCTION STAGES 1A, 1B, 2, & 3.

DETOUR NOTES

LEGEND

TRAFFIC DRUM

TEMPORARY TRAFFIC BARRIER

PEDESTRIAN BARRICADE

TYPE III BARRICADE

CONSTRUCTION SIGN

WORK AREA

APP

ROX.

STR

EE

T L

INE

BROAD STREET)

ROUTE 313

S T R E E T

W E S T

D

E R

B Y A

V E

N U

E

S T A

T E R

O U

T E

IN

E S

TR

E E T

SEE DETAIL "A"

INT NO. 124-201

SEE DETAIL "D"

INT NO. 124-205

SEE DETAIL "C"

INT NO. 124-202

SEE NOTE 9.

INT NO. 124-216

SEE DETAIL "B"

INT NO. 124-217

SEE DETAIL "D"

INT NO. 124-207

D

H

A

C

B

D

E

G

F

C

D H

E

D D

B

C

B

E

B

A

B

C

C

D

E B

A

D

D

CB

D D

D

D

INT. NO. 124-217

INT. NO. 124-202

D

AG E A

SEE NOTE 10

INT. NO. 124-201

INT. NO. 124-207

C EA

BARRICADE

PEDESTRIAN

INT. NO. 124-205

SEE NOTE 10

INT. NO. 124-207

BARRICADE

PEDESTRIAN

ADA SIDEWALK RAMP

TEMPORARY

ADA SIDEWALK RAMP

TEMPORARY

PREL

IMI

NARY R

OW

MAP 1

25-

SH

EET

7 O

F 7

PRELIMINARY ROW MAP 125-15 SHEET 7 OF 7

05.08

SIGNATURE BLOCK:

99 REALTY DRIVE

CHESHIRE, CT 06410

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)

NOT TO SCALE

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

DESIGNER/DRAFTER: CHECKED BY: D. TOMPKINS

NOTES:

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/14/2026

SIGNATURE BLOCK: DRAWING TITLE:

TR_GS_01

W:\CADDesign\_CTDOT_Projects\124-165 (Bridge)\Traffic\_Contract_Plans\TR_CP_0124-0165_GS.dgn FILE NAME: wkfrancis LASTED SAVED BY:

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DESIGNER/DRAFTER: W.FRANCIS CHECKED BY:

- R-SERIES TYPICAL SIGNS DETAIL

SIGN FACE SHEET ALUMINUM (X)

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

05.09

SIGNATURE BLOCK:

99 REALTY DRIVE

CHESHIRE, CT 06410

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.

W11-15

NOTES:

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/14/2026

SIGNATURE BLOCK: DRAWING TITLE:

TR_GS_02

W:\CADDesign\_CTDOT_Projects\124-165 (Bridge)\Traffic\_Contract_Plans\TR_CP_0124-0165_GS.dgn FILE NAME: wkfrancis LASTED SAVED BY:

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DESIGNER/DRAFTER: CHECKED BY:

S&W SERIES SIGNS TYPICAL DETAILS

SIGN FACE SHEET ALUMINUM (Y) -

TRANSPORTATION

DESIGNER/DRAFTER: W.FRANCIS CHECKED BY: D. TOMPKINS

MPH

MPH

EXIT

RAMP

MPH

(SUBPLATE)

USE AT ADVANCE SIGN LOCATION

05.10

SIGNATURE BLOCK:

99 REALTY DRIVE

CHESHIRE, CT 06410

BACKGROUND - BLUE

LEGEND - WHITE

LEGEND - WHITE

BACKGROUND - RED & BLUE

LEGEND - BLACK

BACKGROUND - WHITE

LEGEND - BLACK

BACKGROUND - WHITE

BACKGROUND - BLUE

LEGEND - WHITE

NOT TO SCALE

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

NOT TO SCALE

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.

NOTES:

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/14/2026

SIGNATURE BLOCK: DRAWING TITLE:

TR_GS_03

W:\CADDesign\_CTDOT_Projects\124-165 (Bridge)\Traffic\_Contract_Plans\TR_CP_0124-0165_GS.dgn FILE NAME: wkfrancis LASTED SAVED BY:

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SIGNS DETAIL

D, RS, E, I, & M SERIES TYPICAL

SIGN FACE SHEET ALUMINUM (Z) -

TRANSPORTATION

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

QUANTITIES OF WORK WHICH WILL BE REQUIRED.

AND IS IN NO WAY WARRANTED TO INDICATE THE CONDITIONS OF ACTUAL

THESE SHEETS IS BASED ON THE LIMITED INVESTIGATIONS BY THE STATE

THE INFORMATION, INCLUDING ESTIMATED QUANTITIES OF WORK, SHOWN ON

05.11

9'

3'

2'

4'

30'10'

4'

2'

PAVEMENT ARROW

WHITE WRONG WAY

20°

E D

G

F

P

A V

E M

E N

T

18'

'-5

WHITE PREFERENTIAL

LANE SYMBOL REDUCTION ARROW

WHITE LANE

13.0 S.F. 41.8 S.F. 36.2 S.F.

DIRECTION OF TRAVEL

1'-0" 2'-0"

3'-0"

EDGE OF ROADWAY

VARIES

12.5 S.F.

27.0 S.F.

REFER TO ADJACENT VIEWS FOR DIMENSIONING

PAVEMENT ARROW DETAILS

(WHITE)

ARROWS SHALL BE CENTERED IN TRAVEL LANE

ARROW

DOUBLE LEFT

35 S.F.

COMBO

3 WAY ARROW

38.5 S.F.

ARROW COMBO

LEFT & RIGHT

27.0 S.F.

2'

6'

11'-0" (TYP.)

(WHITE)

YIELD LINE DETAIL

4" DOUBLE YELLOW CENTERLINE

6" WHITE EDGE LINE

BROKEN LANE LINE (BLL)

DOTTED LANE LINE (DLL)

DOTTED EXTENSION LINE (DEL)

DOUBLE YELLOW DOTTED EXTENSION LINE (DYDEL)

SOLID YELLOW AND BROKEN LINE (SYBL)

DOUBLE YELLOW CENTERLINE (DYCL)

DOTTED BICYCLE EXTENSION LINE (D-BIKE-EL)

YELLOW CENTERLINE

EDGE OF DOUBLE

BEGIN LAYOUT AT

CHANNELIZING LINE (CL)

BICYCLE LANE LINE (BIKE-LL)

EDGE LINE (EL)

LANE LINE (LL)

W

45̂

DIRECTION OF TRAVEL

DIRECTION OF TRAVEL

CENTERLINE

4" DOUBLE YELLOW

10'

(YELLOW)

CROSS HATCHED ISLAND DETAIL

10'

30'

TAPER TAPER

LANE SHIFT LANE ADD

MAY BE REDUCED AS NEEDED BASED ON LANE WIDTH.

3. WIDTH OF COMBINATION PAVEMENT MARKING ARROWS

MARKING ARROWS.

MIRROR IMAGE OF LEFT TURN PAVEMENT

2. RIGHT TURN PAVEMENT MARKING ARROWS ARE

IS APPROXIMATE.

1. AREA OF PAVEMENT MARKINGS AS INDICATED

NOTES :

CROSS HATCHED ISLANDS ARE OPTIONAL AND ARE TO BE INSTALLED ONLY WHERE CALLED FOR ON THE PLANS

W IS TO BE 12" WHEN POSTED SPEED > 45 MPH

W IS TO BE 8" WHEN POSTED SPEED < 45 MPH

(WHITE)

8' MIN

12" 16" 24"

CROSSWALK DETAIL

DIRECTION OF TRAVELOF ROADWAY

YELLOW CENTERLINE

EXTENSION OF DOUBLE

BEGIN LAYOUT AT

LC

BUFFER DETAIL

VEHICLE TRAVEL LANE

30'

6" WHITE EDGE LINE 2' MIN

8" WHITE DIAGONAL MARKING

5' MIN

EDGE OF ROAD

1'-8" 1'-8"

3'-4"

" 40°

6'-0" 6'-0" 6'-0"

6'-0"

8"

8" 8"

8"

36"

36"

TYPICAL LONGITUDINAL SPACING

BICYCLE LANE SYMBOL MARKINGS

4.7 S.F.

9.7 S.F.

SYMBOL MARKING

SHARED LANE

3'-4"

9.7 S.F.

OF STALL

ACROSS WIDTH

CENTER SYMBOL

3'-0"

4"

4" typ

2.8 S.F.

ACCESSIBLE PARKING SPACE SYMBOL

SHOULDER/BICYCLE LANE

ALL BICYCLE SYMBOL PAVEMENT MARKINGS TO BE WHITE.

5'-0"

8'-0"

8'-0"

5'-0"

R=3'-4"

R=2'-3"

R=2'-3"

R=3'-4"

1'-0"

3'-0"

4'-0"

5'-0"

6'-4"

R=2'- 3"R

3'-2"

1'-1"

1'-0"

5'-0"

4'-6"

7'-5"

5'-3"

7'-9"

5'-0"

15.5 S.F.

3'-0"

5'-0"

11'-8"

3'-0"

5'-3"

5'-0"

7'-9"

11'-8"

9'-9"

8"

30"

8"

16'-6"

23'-6"

30"3'-0"

6'-6"

6'-6"

6"

13'-0"

NOT TO SCALE

3.

3.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/14/2026

SIGNATURE BLOCK: DRAWING TITLE:

TR_GS_04

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AND SYMBOLS

PAVEMENT MARKINGS LINES

TRANSPORTATION

05.12

SIGNATURE BLOCK:

99 REALTY DRIVE

CHESHIRE, CT 06410

IV

A

T E

D R

IV

E

IN

T

E R

S E

C T

IN

G

R O

A D

VARIES

CL

OF ROADWAY

11' 4"

11'

PAVEMENT MARKINGS FOR

CENTERLINES AND SHOULDER LINES

VARIES

4" DOUBLE YELLOW CENTERLINE

EDGE OF ROAD

EDGE OF ROAD

OTHERWISE DIRECTED

10' OR AS

6" WHITE EDGE LINE

NOTES:

STOP BARS AND YIELD LINES

1. STOP BARS AND YIELD LINES SHALL BE WHITE.

2. STOP BARS SHALL BE 12" MIN. UNLESS OTHERWISE NOTED ON PLANS.

7. FOR YIELD LINE INSTALLATIONS, ONLY FULL TRIANGLES ARE TO BE INSTALLED.

CROSSWALKS

AT LOCATIONS WHERE THE CROSSWALK IS SKEWED, BARS TO BE PARALLEL TO

24" WIDE SPACE TO BE CENTERED ON YELLOW CENTERLINE.

CROSSWALK AND SHOULD BE PLACED 90°TO THE CENTERLINE OF THE ROADWAY.

3. STOP BARS TO BE PLACED A MINIMUM OF 4' IN ADVANCE OF THE NEAREST EDGE OF

5. THE STOP SIGN SHOULD BE PLACED IN LINE WITH THE STOP BAR. HOWEVER, IF THE

THE STOP BAR SHOULD BE PLACED AT THE STOPPING POINT.

STOP SIGN CANNOT BE LOCATED EXACTLY WHERE VEHICLES ARE EXPECTED TO STOP,

THE YIELD LINE SHOULD BE PLACED AT THE YIELDING POINT.

YIELD SIGN CANNOT BE LOCATED EXACTLY WHERE VEHICLES ARE EXPECTED TO YIELD,

ON THE ANGLE OF SKEW.

ENDS OF BARS TO BE PARALLEL. THE LENGTH OF THE BARS WILL VARY DEPENDING

12" WIDE WHITE TRANSVERSE LINE ALONG EACH EDGE.

6. FOR STOP BARS AT RAMPS SEE DETAILS "R", "S", "T", & "U" AND NOTES ON TRAFFIC

12. BARS SHOULD BE NO CLOSER THAN 1' FROM EDGE OF ROAD.

10. CROSSWALK MARKINGS SHALL BE WHITE.

13. ONLY FULL LENGTH BARS ARE TO BE INSTALLED.

14. DECORATIVE CROSSWALKS SHALL BE BANDED FROM CURB TO CURB WITH A MINIMUM

STANDARD SHEET TR-1210 07 "PAVEMENT MARKINGS FOR DIVIDED HIGHWAYS EXIT RAMPS".

9. THE YIELD SIGN SHOULD BE PLACED IN LINE WITH A YIELD LINE. HOWEVER, IF THE

NO MORE THAN 30' FROM THE NEAREST EDGE OF THE…