0068-0217_05_Traffic.pdf

DELINEATION, DELINEATORS AND OBJECT MARKER DETAILSTR-1205_01TEMPORARY TRAFFIC SIGNAL PLANTRA-06

SIGN FACE SHEET ALUMINUM D,RS,E,I&M SERIES TYPICAL SIGN DETAILSTR-GS_03MAINTENANCE AND PROTECTION OF TRAFFIC STAGE 2 AND STAGE 4TRA-05

SIGN FACE SHEET ALUMINUM S&W SERIES TYPICAL SIGN DETAILSTR-GS_02MAINTENANCE AND PROTECTION OF TRAFFIC STAGE 1 AND STAGE 5TRA-04

SIGN FACE SHEET ALUMINUM R-SERIES TYPICAL SIGN DETAILSTR-GR_01DETOUR PLAN SHEET 1 TO 2TRA-02 TO TRA-03

SIGNING AND PAVEMENT MARKING PLANTRA-07INDEX OF DRAWINGSTRA-01

DRAWING TITLEDRAWING NUMBERDRAWING TITLEDRAWING NUMBER

INDEX OF DRAWINGS

SUBSET 05 - TRAFFIC

CONSULTANT COMPANY NAME

DESIGNED BY:

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/19/2026

SIGNATURE BLOCK: DRAWING TITLE:

TRA-01

TOWN(S):

KILLINGLY

ALVIA CHASE RESERVOIR

REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER

PLOTTED DATE:

M:\DDE\Worksets\CTDOT\0068-0217\Traffic\Contract_Plans\TRA_CP_0068_0217_SubsetCoverSheet.dgn FILE NAME: MDoreo LASTED SAVED BY:

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0068-0217

DESIGNER/DRAFTER: AVD/MAD CHECKED BY: EWM

INDEX OF DRAWINGS

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

05.01

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/19/2026

SIGNATURE BLOCK: DRAWING TITLE:

TRA-02

REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER

PLOTTED DATE:

M:\DDE\Worksets\CTDOT\0068-0217\Traffic\Contract_Plans\TRA_CP_0068_0217_DETOUR.dgn FILE NAME: gmccarthy LASTED SAVED BY:

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DETOUR PLAN SHEET 1

TRANSPORTATION

DETOUR PLAN - STAGE 3

NOT TO SCALE

83/2011

C O

O R

D

IN

A T E

G R

ID

AD

C O

N N

E C

T

IC

U

A D

B E

A R

B A

IL

E Y H I L L

ROAD

R

IL

E Y

CHASE

R O

A D

R D

P R

A T

T

P E

EP

S

LA

T

ER

COOMER

RO

A

D

R O

A D

H

IL

L

H I L L

H O L

LOW RD.

R O

A D

C O

O K

VALLEY

B R

E A

K N E C

K

R O

A D

S O

A P

S T

R E

E T

NORTH

CAT

D O G

STREET

F R A N K

LIN

S T

FRONTAGE ROAD

R O

A D

H U

B B

A R

D

H

L L

I

H A L

L S

HILL

ROAD

CRANB

E R

R Y

BOG

ROADR

O

A D

K O

R P I T

A

MA

S H

E N T

U C K

ROAD

R O

A D

H I L

L LEDGE

R O

A D

ROAD

S A

W M

IL

L

H

IL

L R

D

BRICKHOUSE

ROAD

G R I F F I T

H S

ROAD

RD

SAWMILL

H

IL

L

TILLINGHAST

R O

A D

H E

N R

Y

P

IKE

A V

E N

U

ROAD

WESTCOTT

ROADFRONTAGE

East KillinglyDayville

Elmville

607619

NORTH

U P

P E

R

Danielson

WRI

GHT

SOUTH

M A

P L

E

PROVIDENCE

PI

KE

M A

IN

S T

M A

IN

Killingly

Center HARTFORD

P

IK

E

LODGE

TURNPIK

E

S H

IP

P E

E S

C H

O O

L

S T

FURNACE

OLD

PARK

STATE

SI

QUINEBAUG

COMMUNITY

VALLEY

COLLEGE

S T A

T E O

F C

O N

N E C

T

IC

U T

S T A

T E O

F R

H O

D E

IS

L A

N D

L L E G E R

T E

R W I

R O

A D

B U R

G E S S

E

ROAD

KILLINGLY

S H

IP

P E E

S C

H O

O L H

O U S

A

D

A

D

S N

A G

W O

O D

P A

IN

A D

DANI

ELS

O N

PI

KE

M

H Y

G

IA

A D

Foster

R A I L

R O

A D

R O

A D

H O

L L

O W

G R

E E

N

R O

A D

P

IKE

R O

A D

W O

R C

E S

T E

R

BRIDGE NO. 02599

SEE INSET FOR APPROACH SIGNAGE

SHEPARD

R O

A D

HI

LL

ROAD

R O

A D

R O

S S

JO

HN

H O

U S

E R

O A

D

L L

H I

H

IL

L

E2

CMS 2

E3

E4

E4

E4

E8

E4

CMS 2

E4

E4

E4

E3

E2

E1

CMS 2

E7

E1

CMS 2

CMS 2

W2

W8

CMS 2

W2

W9

CMS 2

W2

CMS 2

W8

W2

W2W6

W4

W5

W6

CMS 1

CMS 1

F

D

C

INSET: APPROACH SIGNAGE PLAN

NOT TO SCALE

83/2011

C O

O R

D

IN

A T

E G

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N N

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IC

WORK AREA

ROUTE 101

(HARTFORD PIKE)

AF

A

CHANGEABLE MESSAGE SIGN LEGEND

E1

EAST

E2

EAST

E3

EAST

E4

EAST

E5

EAST

E6

EAST

W1

WEST

W2

WEST

W3

WEST

W4

WEST

W5

WEST

W6

WEST

SIGN LEGEND

A B C D F

DETOUR LEGEND

DIRECTION OF TRAFFIC

GROUND MOUNTED SIGNS

CHANGEABLE MESSAGE SIGN

NOTES:

2. DETOUR SHALL BE IN EFFECT DURING STAGE 3 ROUTE 101 FULL CLOSURE.

1. SEE SHEET TRA-03 FOR GENERAL NOTES AND SIGN SUMMARY.

W7

WEST

W7

B

B

LEGEND

TEMPORARY TRAFFIC BARRIER

WITH BARRICADE WARNING LIGHT

TEMPORARY TRAFFIC BARRICADE

RI BORDER

CLOSED AT

RTE 101

MM/DD

TO

MM/DD

TO BRIDGE CLOSURE

MESSAGE 14 DAYS PRIOR

(STAGE 3)

BRIDGE CLOSURE

MESSAGE DURING

AHEAD

CLOSED

RTE 101

DETOUR

FOLLOW

CMS 1

(STAGE 3)

BRIDGE CLOSURE

PRIOR TO

MESSAGE 14 DAYS

RI BORDER

CLOSED AT

RTE 101

MM/DD

TO

MM/DD

CMS 2

(STAGES 1,2,4 & 5)

ALTERNATING TRAFFIC

MESSAGE DURING

TRAFFIC

ALT

RTE 101

MM/DD

TO

MM/DD

(STAGE 3)

BRIDGE CLOSURE

MESSAGE DURING

AHEAD

CLOSED

RTE 101

DETOUR

FOLLOW

E6

E5

W W1

W3

W2

W2

W1

E7

EAST

E8

EAST

W8

WEST

W9

WEST

ROAD CLOSED

TO

THRU TRAFFIC

05.02

5/19/2026

SIGNATURE BLOCK: DRAWING TITLE:

TRA-03

REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER

PLOTTED DATE:

M:\DDE\Worksets\CTDOT\0068-0217\Traffic\Contract_Plans\TRA_CP_0068_0217_DETOUR.dgn FILE NAME: MDoreo LASTED SAVED BY:

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DETOUR PLAN SHEET 2

TRANSPORTATION

DIMENSIONSSIGN #

CONNDOT

DESIGNATION SIGN FACE

SIGN

PER SIGN

# OF POST

NO.

A 80-9603 36"x36" 2 1

B 80-9081 60"x30" 2 2

C 80-9080 48"x30" 2 N/A

D 31-0557 48"x48" 2 N/A

F 80-9708 24"x18" 2 1

E1

80-9707 30"X15"

2 2

EAST51-6626 36"X18"

51-6646 45"X36"

30"X21"51-2605

E2

80-9707 30"X15"

2 2

51-6626 36"X18"

51-6646 45"X36"

30"X21"51-2613

EAST

E3

80-9707 30"X15"

2 2

51-6626 36"X18"

51-6646 45"X36"

30"X21"51-2609

EAST

E4

80-9707 24"X12"

7 2

51-6612 24"X12"

51-6647 30"X24"

21"X15"51-2625

EAST

E5

80-9707 24"X12"

1 2

51-6612 24"X12"

51-6647 30"X24"

21"X15"51-2630

EAST

E6

80-9707 24"X12"

1 2

51-6612 24"X12"

51-6647 30"X24"

21"X15"51-2631

EAST

W1

80-9707 24"X12"

2 2

51-6614 24"X12"

51-6647 30"X24"

21"X15"51-2630

WEST

W2

80-9707 24"X12"

7 2

51-6614 24"X12"

51-6647 30"X24"

21"X15"51-2625

WEST

DIMENSIONSSIGN #

CONNDOT

DESIGNATION SIGN FACE

SIGN

PER SIGN

# OF POST

NO.

W3

80-9707 24"X12"

2 2

51-6614 24"X12"

51-6647 30"X24"

21"X15"51-2631

WEST

W4

80-9707 30"X15"

1 2

51-6628 36"X18"

51-6646 45"X36"

30"X21"51-2605

WEST

W5

80-9707 30"X15"

1 2

51-6628 36"X18"

51-6646 45"X36"

30"X21"51-2613

WEST

W6

80-9707 30"X15"

1 2

51-6628 36"X18"

51-6646 45"X36"

30"X21"51-2609

WEST

W7

80-9707

1 2

51-6614

51-6647

51-2633

24"X12"

24"X12"

30"X24"

21"X15"

WEST

POST-MOUNTED CONSTRUCTION SIGNS AND ARE PAYABLE UNDER ITEM NO. 0976002.

BARRICADE WARNING LIGHTS - HIGH INTENSITY SHALL BE MOUNTED ON ALL DIAMOND SHAPED 17.

THE STATE.

REPLACED AT NO COST TO ANY EXISTING SIGNAGE DAMAGED BY THE CONTRACTOR SHALL BE 16.

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

ALL CONSTRUCTION/DETOUR SIGNS TO BE INSTALLED ON BREAKAWAY POSTS PER TRAFFIC 15.

PRIOR TO INITIATING THE DETOUR.

LEAST TWO WEEKS THE CMS SIGNS AS SHOWN ON THE DETOUR PLAN SHALL BE INSTALLED AT 14.

COORDINATED WITH THE ENGINEER AND THE AFFECTED PROPERTY OWNER.

THE CONTRACTOR MUST MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS 13.

EMERGENCY SERVICES AT LEAST TWO WEEKS PRIOR TO THE ROADWAY CLOSURE.

CONNECTICUT, THE TOWN OF FOSTER IN RHODE ISLAND, RIDOT, CTDOT, AND ALL

IN THE CONTRACTOR SHALL NOTIFY THE ENGINEER, THE TOWNS OF KILLINGLY/EAST KILLINGLY 12.

TEMPORARY OR PERMANENT OBJECTS OR ARE A HAZARD TO PUBLIC SAFETY.

ENGINEER. SIGNS SHALL NOT BE PLACED AT LOCATIONS WHERE THEY ARE OBSCURED BY

REMOVED, OR CHANGED AS DIRECTED BY THE ALL TIMES AND SHALL BE COVERED, MOVED,

ALL TEMPORARY SIGNS, INCLUDING GUIDE SIGNS, SHALL INDICATE ACCURATE CONDITIONS AT 11.

SHALL BE FIELD LOCATED BY THE CONTRACTOR AND ADJUSTED IF DIRECTED.

CONTROL DEVICES (MUTCD). ALL SIGN LOCATIONS ARE APPROXIMATE AND EXACT LOCATIONS

BE MAINTAINED AT ALL TIMES IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC

THE CORRECT SEQUENCE AND SPACING OF SIGNS, EITHER PERMANENT OR TEMPORARY SHALL 10.

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

APPROACH SIGNAGE THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ON-SITE 9.

RHODE ISLAND.

KILLINGLY/EAST KILLINGLY IN CONNECTICUT AND THE TOWN OF FOSTER IN TOWNS OF

COVERAGE OF ANY SITE APPROACH SIGNAGE WITH THE SHALL COORDINATE THE REMOVAL OR

DETOUR PLANS. THE CONTRACTOR APPROACH SIGNAGE AND BARRICADES AS SHOWN ON

PRIOR TO THE BEGINNING OF CONSTRUCTION, THE CONTRACTOR SHALL PLACE ON-SITE 8.

ALL DETOUR SIGNS ARE TO BE PAID FOR UNDER ITEM NO. 1220027A - CONSTRUCTION SIGNS. 7.

BY THE ENGINEER.COVER ALL CONFLICTING EXISTING DIRECTIONAL SIGNAGE AS DIRECTED 6.

OF TRANSPORTATION (RIDOT).

CONNECTICUT DEPARTMENT OF TRANSPORTATION (CTDOT) AND RHODE ISLAND DEPARTMENT

KILLINGLY/EAST KILLINGLY IN CONNECTICUT, TOWN OF FOSTER IN RHODE ISLAND,

ALL ROADWAY CLOSURES AND OPENING SHALL BE COORDINATED WITH THE TOWNS OF 5.

TRAFFIC" AND "PROSECUTION AND PROGRESS" FOR ADDITIONAL REQUIREMENTS.

REFER TO SPECIAL PROVISIONS AND SPECIFICATIONS "MAINTENANCE AND PROTECTION OF 4.

SEQUENCE. SIGNS E AND W DENOTE SIGN CLUSTERS AND DO NOT REPRESENT A 3.

ENGINEER.

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

SIGNS C AND D SHALL BE MOUNTED ON TEMPORARY CONSTRUCTION BARRICADES. 1.

GENERAL NOTES:

RI BORDER

CLOSED AT

RTE 101

MM/DD

TO

MM/DD

CHANGEABLE MESSAGE SIGN LEGEND

TO BRIDGE CLOSURE

MESSAGE 14 DAYS PRIOR

(STAGE 3)

BRIDGE CLOSURE

MESSAGE DURING

AHEAD

CLOSED

RTE 101

DETOUR

FOLLOW

CMS 1

(STAGE 3)

BRIDGE CLOSURE

PRIOR TO

MESSAGE 14 DAYS

RI BORDER

CLOSED AT

RTE 101

MM/DD

TO

MM/DD

CMS 2

(STAGES 1,2,4 & 5)

ALTERNATING TRAFFIC

MESSAGE DURING

TRAFFIC

ALT

RTE 101

MM/DD

TO

MM/DD

(STAGE 3)

BRIDGE CLOSURE

MESSAGE DURING

AHEAD

CLOSED

RTE 101

DETOUR

FOLLOW

W9

80-9707 24"X12"

1 2

51-6614 24"X12"

51-6647 30"X24"

21"X15"51-2626R

WEST

W8

80-9707 24"X12"

2 2

51-6614 24"X12"

51-6647 30"X24"

21"X15"51-2626L

WEST

E7

80-9707 24"X12"

1 2

51-6612 24"X12"

51-6647 30"X24"

21"X15"51-2626R

EAST

E8

80-9707 24"X12"

1 2

51-6612 24"X12"

51-6647 30"X24"

21"X15"51-2626L

EAST

TOTALS

601.13

SIGNS

SF

ROAD CLOSED

TO

THRU TRAFFIC

05.03

GRAVEL

#4622

AT&T

TEL MH'S

ANCHOR

END

MBR

MBR

RIPRAP#3044

AT&T

#3045

AT&T

MBR

#3044S

AT&T

#3045S

AT&T

1+00

2+00 3+00

4+00

5+00

1+00

2+00 3+00

4+00

5+00

6+00

HARTFORDTURNPIKE

ROUTE 101

20' MAX. (TYP.)

50' TAPER BARRIER TAPER

100' CONCRETE

50' TAPER

BARRIER TAPER

100' CONCRETE

1" = 20'

HORIZONTAL SCALE

20' 40'

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5/19/2026

SIGNATURE BLOCK: DRAWING TITLE:

TRA-04

REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER

PLOTTED DATE:

M:\DDE\Worksets\CTDOT\0068-0217\Traffic\Contract_Plans\HW_CP_0068_0217_MPT Plan_Stage 1&2.dgn FILE NAME: MDoreo LASTED SAVED BY:

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DESIGNER/DRAFTER: AVD/MAD CHECKED BY: EWM STAGE 1 AND STAGE 5

PROTECTION OF TRAFFIC

MAINTENANCE AND

TRANSPORTATION

SEE NOTE 4

MARKINGS

MATCH EXISTING PAVEMENT

CHESTNUT HILL RESERVOIR COMPANY

N/F

ET AL

JOHN A. KOCUR

N/F

11' MIN.

1' MIN.

1' MIN.

SAND BARREL (TYP.)

TEMPORARY

(SEE INSET)

FOR ADVANCE WARNING SIGNS

0.6' LT

STA. 1+78,

0.6' LT

STA. 4+78,

10.0' RT

STA. 5+78,

10.0' RT

STA. 0+78,

STA. 1+78 TO 4+78

RELOCATED FOR STAGE 5

TEMPORARY TRAFFIC BARRIER (PINNED)

STA. 0+78 TO 1+78

RELOCATED FOR STAGE 5

BARRIER (UNPINNED) (8:1)

TEMPORARY TRAFFIC

STA. 4+78 TO 5+78

RELOCATED FOR STAGE 5

TEMPORARY TRAFFIC BARRIER (UNPINNED) (8:1)

STA. 6+44

24" WHITE STOP BAR

MARKINGS 4" WHITE

TEMPORARY PAVEMENT

(SEE INSET)

FOR ADVANCE WARNING SIGNS

STA. 0+13

24" WHITE STOP BAR

(SEE NOTE 4)

MARKINGS

MATCH EXISTING PAVEMENT

TEMPORARY SIGNAL (TYP.)

WOOD POLE FOR

SPAN WIRE

TEMPORARY SIGNAL

ILLUMINATION (TYP.)

TEMPORARY

ALVIA CHASE RESERVOIR

CONSTRUCTION SIGN

SAND BARREL ARRAY

TEMPORARY TRAFFIC BARRIER

DIRECTION OF TRAFFIC

WORK AREA

LEGEND

TYPE III BARRICADE

TRAFFIC DRUM

TRAFFIC SIGNAL FACE

POLE

TEMP. TRAFFIC SIGNAL WOOD

TRAFFIC CONTROLLER

SHALL BE INCLUDED UNDER THE ITEM “SELECTIVE CLEARING AND THINNING”.

BE DONE IF DEEMED NECESSARY BY THE ENGINEER. THE COST OF ANY TREE TRIMMING

3. SELECTIVE TREE TRIMMING TO PROVIDE SIGHTLINE TO TRAFFIC SIGNALS IS TO

AND SIGNS WITHIN THE CONSTRUCTION AREA.

2. TEMPORARILY COVER OR REMOVE EXISTING CONFLICTING PAVEMENT MARKINGS

DIAMOND SHAPED SIGNS IN THE ADVANCE WARNING AREA.

1. INSTALL BARRICADE WARNING LIGHTS - HIGH INTENSITY ON ALL POST MOUNTED

ADVANCE WARNING SIGN NOTES:

9. TYPE DE-7D DELINEATORS SHALL BE INSTALLED ON TEMPORARY TRAFFIC BARRIERS.

8. SEE TEMPORARY SIGNAL PLANS FOR SIGNAL PHASING AND TIMINGS.

COORDINATION & RELOCATION FOR ADDITIONAL CONTRACTOR REQUIREMENTS.

7. REFER TO SPECIAL PROVISIONS, NOTICE TO CONTRACTOR - UTILITY

RESTORE TO ORIGINAL CONDITION.

LOCATION OF ALL OVERHEAD WIRES. REMOVE CRANE PAD AND UTILITY PAD AND

6. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR FINAL

THE NORTH SIDE OF THE BRIDGE ARE TO BE TRIMMED.

WITH THE TOWN, DISTRICT, OEP, AND UTILITIES TO DETERMINE WHICH TREES ON

5. PRIOR TO ANY TREE WORK, THE CONTRACTOR SHALL HAVE A FIELD MEETING

MARKINGS 4" YELLOW DYCL.

WEST AND 400' TO THE EAST, SHALL BE COVERED WITH TEMPORARY PAVEMENT

EXISTING PASSING ZONE MARKINGS OUTSIDE OF THESE LIMITS, APPROX. 400' TO THE

4. REMOVE EXISTING EDGE LINE PAVEMENT MARKINGS FROM STA. 0+20 TO STA. 6+40.

MANUFACTURER'S SPEED TABLE.

QUALIFIED PRODUCTS LIST (QPL). THE SYSTEM SHALL BE INSTALLED AS SHOWN IN THE

3. THE TEMPORARY SAND BARREL ARRAYS SHALL BE SELECTED FROM THE CTDOT

MAINTENANCE & PROTECTION OF TRAFFIC.

2. REFER TO SECTION 1.08 - PROSECUTION & PROGRESS AND SPECIAL PROVISION 0971001A -

STAGE 5: ONE-LANE ALTERNATING TRAFFIC ON NORTH SIDE WITH TEMPORARY SIGNAL

STAGE 4: ONE-LANE ALTERNATING TRAFFIC ON SOUTH SIDE WITH TEMPORARY SIGNAL

STAGE 3: FULL CLOSURE WITH DETOUR ROUTE

STAGE 2: ONE-LANE ALTERNATING TRAFFIC ON SOUTH SIDE WITH TEMPORARY SIGNAL

STAGE 1: ONE-LANE ALTERNATING TRAFFIC ON NORTH SIDE WITH TEMPORARY SIGNAL

1. CONSTRUCTION STAGE ORDER:

NOTES:

G F E D C B A

WORKZONE

TO BE PAID FOR UNDER ITEM NO. 1220027 CONSTRUCTION SIGNS

N.T.S.

INSET - ADVANCED WARNING SIGNS

80-1608 31-1906 80-9603

80-9834 80-9052 31-0802

80-9611

500'

MPH

80-9569

STOP BAR

500' 500' 500' 500' 500'

TEMPORARY ILLUMINATION

7. REMOVE TEMPORARY SIGNAL.

6. RESTORE EXISTING GRADES ON SOUTH SIDE.

5. INSTALL METAL BEAM RAIL ON SOUTH SIDE.

4. REMOVE CRANE PAD AND TERS.

3. INSTALL PERMANENT UNDERGROUND UTILITIES.

IN FINAL LOCATIONS.

2. INSTALL PERMANENT AERIAL UTILITIES AND PERMANENT UTILITY POLES

1. IMPLEMENT ALTERNATING ONE-WAY TRAFFIC LAYOUT AS SHOWN.

SUGGESTED STAGING SEQUENCE - STAGE 5:

7. INSTALL PORTION OF TEMPORARY BYPASS PIPE.

6. RELOCATE UNDERGROUND TELECOMMUNICATION LINES.

5. INSTALL IN-WATER PORTIONS OF COFFERDAMS.

4. RELOCATE AERIAL UTILITY LINES.

FOR TEMPORARY UTILITY POLES.

3. INSTALL TERS, CRANE PAD AND TEMPORARY SUPPORT OF EXCAVATION

2. IMPLEMENT ALTERNATING ONE-WAY TRAFFIC LAYOUT AS SHOWN.

1. INSTALL TEMPORARY SIGNAL EQUIPMENT.

SUGGESTED STAGING SEQUENCE - STAGE 1:

05.04

AT&T

TEL MH'S

ANCHOR

END

MBR

MBRCONDUITS

6" UTIL.

#3044

AT&T

#3045

AT&T

MBR

BIT BIT BIT

#3044S

AT&T

#3045S

AT&T

HYDRANT

DRY

1+00

2+00 3+00

4+00

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6+00

HARTFORD TURNPIKE

ROUTE 101

20' MAX. (TYP.)

50' TAPER

BARRIER TAPER

100' CONCRETE

BARRIER TAPER

100' CONCRETE

50' TAPER

1" = 20'

HORIZONTAL SCALE

20' 40'

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SIGNATURE BLOCK: DRAWING TITLE:

TRA-05

REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER

PLOTTED DATE:

M:\DDE\Worksets\CTDOT\0068-0217\Traffic\Contract_Plans\HW_CP_0068_0217_MPT Plan_Stage 1&2.dgn FILE NAME: MDoreo LASTED SAVED BY:

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DESIGNER/DRAFTER: AVD/MAD CHECKED BY: EWM STAGE 2 AND STAGE 4

PROTECTION OF TRAFFIC

MAINTENANCE AND

TRANSPORTATION

CHESTNUT HILL RESERVOIR COMPANY

N/F

CHESTNUT HILL RESERVOIR COMPANY

N/F

ET AL

JOHN A. KOCUR

N/F

11' MIN.

1' MIN.

1' MIN.

STA. 0+13

24" WHITE STOP BAR

(SEE INSET)

FOR ADVANCE WARNING SIGNS

SEE NOTE 4

MARKINGS

MATCH EXISTING PAVEMENT

MARKINGS 4" WHITE

TEMPORARY PAVEMENT

0.8' RT

STA. 1+78,

STA. 0+78 TO 1+78

(UNPINNED) (8:1)

RELOCATED TEMPORARY TRAFFIC BARRIER

STA. 1+78 TO 4+78

RELOCATED TEMPORARY TRAFFIC BARRIER (PINNED)

10.0' LT

STA. 0+82,

0.8' RT

STA. 4+78,

STA. 4+78 TO 5+78

(UNPINNED) (8:1)

RELOCATED TEMPORARY TRAFFIC BARRIER

9.0' LT

STA. 5+78,

(SEE INSET)

FOR ADVANCE WARNING SIGNS

SEE NOTE 4)

MARKINGS

MATCH EXISTING PAVEMENT

STA. 6+44

24" WHITE STOP BAR

SAND BARREL (TYP.)

RELOCATED TEMPORARY

SPAN WIRE

TEMPORARY SIGNAL

WOOD POLE FOR TEMPORARY SIGNAL (TYP.)

TEMPORARY ILLUMINATION (TYP.)

ALVIA CHASE RESERVOIR

ARRAY (SEE NOTE 10)

TEMPORARY SAND BARREL

20.0' RT

STA. 0+95,

BARRIER TAPER

40' CONCRETE

STA. 1+35 TO 4+50

TEMPORARY TRAFFIC BARRIER (PINNED)

(PLACE BEHIND MBR)

STA. 4+90, 17.8' RT

BARRIER TAPER

40' CONCRETE

G F E D C B A

WORKZONE

TO BE PAID FOR UNDER ITEM NO. 1220027 CONSTRUCTION SIGNS

N.T.S.

INSET - ADVANCED WARNING SIGNS

80-1608 31-1906 80-9603

80-9834

80-9052 31-0802

80-9611

500'

SHALL BE INCLUDED UNDER THE ITEM “SELECTIVE CLEARING AND THINNING”.

BE DONE IF DEEMED NECESSARY BY THE ENGINEER. THE COST OF ANY TREE TRIMMING

3. SELECTIVE TREE TRIMMING TO PROVIDE SIGHTLINE TO TRAFFIC SIGNALS IS TO

AND SIGNS WITHIN THE CONSTRUCTION AREA.

2. TEMPORARILY COVER OR REMOVE EXISTING CONFLICTING PAVEMENT MARKINGS

DIAMOND SHAPED SIGNS IN THE ADVANCE WARNING AREA.

1. INSTALL BARRICADE WARNING LIGHTS - HIGH INTENSITY ON ALL POST MOUNTED

ADVANCE WARNING SIGN NOTES:

CONSTRUCTION SIGN

SAND BARREL ARRAY

TEMPORARY TRAFFIC BARRIER

DIRECTION OF TRAFFIC

WORK AREA

LEGEND

TYPE III BARRICADE

TRAFFIC DRUM

TRAFFIC SIGNAL FACE

POLE

TEMP. TRAFFIC SIGNAL WOOD

TRAFFIC CONTROLLER

10. PLACE SAND BARREL ARRAY IN STAGE 2 AND IT CAN REMAIN IN PLACE FOR STAGE 4.

9. TYPE DE-7D DELINEATORS SHALL BE INSTALLED ON TEMPORARY TRAFFIC BARRIERS.

8. SEE TEMPORARY SIGNAL PLANS FOR SIGNAL PHASING AND TIMINGS.

COORDINATION & RELOCATION FOR ADDITIONAL CONTRACTOR REQUIREMENTS.

7. REFER TO SPECIAL PROVISIONS, NOTICE TO CONTRACTOR - UTILITY

AND RESTORE TO ITS ORIGINAL CONDITION.

LOCATION OF ALL OH WIRES. REMOVE CRANE PAD/TEMPORARY SUPPORT OF EXCAVATION

6. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR FINAL

THE NORTH SIDE OF THE BRIDGE ARE TO BE TRIMMED.

WITH THE TOWN, DISTRICT, OEP, AND UTILITIES TO DETERMINE WHICH TREES ON

5. PRIOR TO ANY TREE WORK, THE CONTRACTOR SHALL HAVE A FIELD MEETING

MARKINGS 4" YELLOW DYCL.

WEST AND 400' TO THE EAST, SHALL BE COVERED WITH TEMPORARY PAVEMENT

EXISTING PASSING ZONE MARKINGS OUTSIDE OF THESE LIMITS, APPROX. 400' TO THE

4. REMOVE EXISTING EDGE LINE PAVEMENT MARKINGS FROM STA. 0+20 TO STA. 6+40.

MANUFACTURER'S SPEED TABLE FOR A 45 MPH DESIGN SPEED.

QUALIFIED PRODUCTS LIST (QPL). THE SYSTEM SHALL BE INSTALLED AS SHOWN IN THE

3. THE TEMPORARY SAND BARREL ARRAYS SHALL BE SELECTED FROM THE CTDOT

MAINTENANCE & PROTECTION OF TRAFFIC.

2. REFER TO SECTION 1.08 - PROSECUTION & PROGRESS AND SPECIAL PROVISION 0971001A -

STAGE 5: ONE-LANE ALTERNATING TRAFFIC ON NORTH SIDE WITH TEMPORARY SIGNAL

STAGE 4: ONE-LANE ALTERNATING TRAFFIC ON SOUTH SIDE WITH TEMPORARY SIGNAL

STAGE 3: FULL CLOSURE WITH DETOUR ROUTE

STAGE 2: ONE-LANE ALTERNATING TRAFFIC ON SOUTH SIDE WITH TEMPORARY SIGNAL

STAGE 1: ONE-LANE ALTERNATING TRAFFIC ON NORTH SIDE WITH TEMPORARY SIGNAL

1. CONSTRUCTION STAGE ORDER:

NOTES:

MPH

80-9569

STOP BAR

500' 500' 500' 500' 500'

TEMPORARY ILLUMINATION

6. RESTORE EXISTING GRADES ON NORTH SIDE.

5. INSTALL METAL BEAM RAIL ON NORTH SIDE.

4. REMOVE TEMPORARY EARTH RETAINING SYSTEM ON NORTH SIDE OF ROADWAY.

3. REINSTALL DRY HYDRANT.

2. IMPLEMENT ALTERNATING ONE-WAY TRAFFIC LAYOUTS AS SHOWN.

1. UNCOVER TEMPORARY SIGNAL.

SUGGESTED STAGING SEQUENCE - STAGE 4:

1. CLOSURE OF ROUTE 101 - SEE TRA-02 AND TRA-03.

STAGE 3:

5. SET UP FOR FULL CLOSURE STAGE 3. SEE DETOUR PLANS.

4. COVER TEMPORARY SIGNAL EQUIPMENT.

3. INSTALL PORTION OF TEMPORARY BYPASS PIPE.

2. INSTALL TERS AND IN-WATER PORTIONS OF COFFERDAMS.

1. IMPLEMENT ALTERNATING ONE-WAY TRAFFIC LAYOUT AS SHOWN.

SUGGESTED STAGING SEQUENCE - STAGE 2:

05.05

AT&T

#3044

AT&T

#3045

AT&T

#3044S

AT&T

#3045S

AT&T

0+00

1+00

2+00 3+00 4+00

5+00

6+00

#4622

AT&T

#3044

AT&T

#3045

AT&T

#3044S

AT&T

#3045S

AT&T

0+00

1+00

2+00 3+00 4+00

5+00

6+00

1" = 40'

HORIZONTAL SCALE

40' 80'

FLASHING

RED ARROW

YELLOW ARROW

GREEN ARROW

D.W.

Y

R

FL.LEGEND:

RED

YELLOW

GREENG

R

Y

WALK/ PED. CLR

DON'T WALK

WǾ

DET. LEADS IN SAW CUT

CABLE CLOSURE

EXISTING RMC

PROPOSED RMC

VIDEO CAMERA CABLE

RADAR CABLE

VC

RC

PEDESTRIAN SIGNAL FACE

TRAFFIC SIGNAL FACE

DIRECTIONAL ARW. FOR PUSH BUTTON

PEDESTRIAN PUSH BUTTON & SIGN

PEDESTAL MOUNTING

RADAR DETECTOR

OPTICAL DETECTOR

EXISTING CONTROLLER

PROPOSED HANDHOLE

AUXILIARY EQUIPMENT CABINETEXISTING WOOD SPAN POLE

PROPOSED SUPPORT STRUCTURE

EXISTING STEEL SPAN POLE

PROPOSED UTILITY POLE

EXISTING UTILITY POLE AUDIO DETECTOR

POLE ANCHOR

LOOP DETECTORPROPOSED CONTROLLER

EXISTING HANDHOLE DETECTION ZONE

360° CAMERA ASSEMBLY

THERMAL DETECTOR

IP VIDEO DETECTOR

RADIO ANTENNA

PEDESTAL MOUNTED RRFB

VIDEO THERMAL DETECTOR

NONE

S L A V R E T N I

E

C

A

F

MOVEMENT DIAGRAM

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

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

NTOR

PED CLR

VEH EXT

MAX 1

MAX 2

YELLOW

RED

ADD INIT

MAX INIT

TBR

TTR

MIN GAP

MIN GRN

WALK

MODE

MIN. RECALL

GRN CL CL

INT START THIS PHASE

PHASE 9

G Y R

MIN. RECALL

PRE-EMPTION 1 PRE-EMPTION 2

34 31

SIGNAL FACES

REFLECTIVE YELLOW BORDER.

LOUVERED BACKPLATES WITH 2" RETRO-

ALL VEHICULAR SIGNAL FACES HAVE

ALL INDICATIONS HAVE LED LAMPS.

12" R

Y

G

2,6

D INSTALL ONE LANE ROAD AHEAD SIGN 80-9834

C INSTALL "SIGNAL AHEAD SIGN #80-9052

B INSTALL "STOP HERE ON RED" SIGN #31-0802

TRAFFIC DRUM

SAND BARREL ARRAY

TEMPORARY TRAFFIC BARRIER

DIRECTION OF TRAFFIC

WORK AREA

LEGEND

(2011)

C O

O R

D

IN

A T E G

R

AD 83

N N

E C T

IC

R R R

D2

D6 6' X 35'

6' X 35' -

- PRESENCE

PRESENCE

MAX 1 ALL TIMES

NONE

DAILY

2 R R

6 R R

SIGN LEGEND

CONSTRUCTION SIGN

500'

500' 500'

B C

D

C D

STAGE 1 AND 5

STAGE 2 AND 4

SCALE: 1"=40'

SCALE: 1"=40'

B C

D500' 500'

B

B

HEADS IS MAINTAINED PER THE DEPARTMENT'S TRAFFIC CONTROL MANUAL.

8. ENSURE THAT A MINIMUM OF 16' OVERHEAD CLEARANCE FOR TRAFFIC SIGNAL

WOOD POLE INSTALLATION.

7. TEMPORARY TRAILER-MOUNTED SIGNALS MAY BE USED INSTEAD OF A

6. ALL SIGNAL HEADS ARE TO BE EQUIPPED WITH 12" LENSES.

DIRECTION.

5. MAINTAIN A MINIMUM OF 8' BETWEEN TRAFFIC SIGNAL FACES FOR EACH

STOP BAR.

4. SIGNAL HEADS ARE TO BE LOCATED A MINIMUM OF 40' FROM THE

THROUGHOUT THE DURATION OF CONSTRUCTION.

FURNISHING, SIGNAL EQUIPMENT AND ALL NECESSARY HARDWARE NEEDED

ITEM NO. 1118101A - TEMPORARY SIGNALIZATION. THE WORK SHALL INCLUDE:

AND STAGE 4-5 AS DESCRIBED IN THE SPECIAL PROVISIONS,

SIGNALIZATION AS REQUIRED WITHIN THE PROJECT LIMIT DURING STAGE 1-2

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY

CONSTRUCTION AS NEEDED AND AS DIRECTED BY THE ENGINEER.

2. THE CONTRACTOR SHALL ADJUST SIGNAL TIMINGS THROUGHOUT

CONTINUOUS SIGNAL OPERATION.

AND REPLACEMENT OF TRAFFIC SIGNAL EQUIPMENT TO MAINTAIN

1. THE CONTRACTOR SHALL PROVIDE ALL MAINTENANCE, REPAIR,

TEMPORARY SIGNAL NOTES

500' 500'

50'

65'

65'

50'

POLE

TEMP. TRAFFIC SIGNAL WOOD

R R

G Y

CONTROLLER.

DISCONNECT THE PRE-EMPTION EQUIPMENT FROM THE TRAFFIC SIGNAL

2. CONTRACTOR TO INSTALL A SWITCH IN THE SIGNAL CABINET TO EFFECTIVELY

CABINET.

CONTINUOUS BETWEEN EACH DETECTOR AND THE AUXILIARY EQUIPMENT

DESIGNATED REPRESENTATIVE. DETECTOR CABLES ARE TO BE INSTALLED

LOCATIONS SHALL BE DETERMINED BY THE MANUFACTURER OR THEIR

1. PRE-EMPTION DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY. EXACT

EMERGENCY PRE-EMPTION NOTES

D2

D2

D6

D6

500'

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/19/2026

SIGNATURE BLOCK: DRAWING TITLE:

TRA-06

KILLINGLYALVIA CHASE RESERVOIR

REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER

PLOTTED DATE:

M:\DDE\Worksets\CTDOT\0068-0217\Traffic\Contract_Plans\TRA_CP_0068_0217_tsc.dgn FILE NAME: MDoreo LASTED SAVED BY:

R E

V

D A

T E

R E

V

IS

IO

N

D E

S C

R

IP

T

SIGNAL PLAN

TEMPORARY TRAFFIC

TRANSPORTATION

* WARNING LIGHT

HIGH INTENSITY BARRICADE

OFF OFF OFF OFF OFF OFF OFF

TEMPORARY ILLUMINATION

ROUTE 101

ROUTE 101

NO SERVICE CALLS ARE PRESENT.

THE TRAFFIC CONTROLLER SHALL BE PROGRAMMED TO REST IN RED WHEN

PHASE 6 TO ALWAYS FOLLOW PHASE 2

STANDARD OVERLAP SKIP FEATURES APPLY

TECHNICAL NOTES

REV # TIR # SM # SIGNAL REVISED:

OFFICE RECORD

FLASH

%SECDAYSTIMEFUNCTION

OFFSET

CYCLE

PROGRAM

MASTER

COORDINATION TYPE: NONESYSTEM LOC

MODETURNSSIZE (WxL)IDENT

DETECTORS

NONENONEEXIT CALL

26EXIT PHASE

62HOLD PHASE

1616HOLD RED

33HOLD YELLOW

1215HOLD GREEN

NONOALT. PED. CLR.

PARENTPARENTALT. RED

PARENTPARENTALT. YELLOW

55ALT. MIN. GRN

00DELAY

YESYESDET. LOCK

NONOPRIORITY

PRE-EMPT

PRE-EMPT

SETTINGS

PRE-EMPTION

WOOD POLE FOR TEMPORARY SIGNAL (TYP.)

STA. 0+13

STOP BAR

24" WHITE

SPAN WIRE

TEMPORARY SIGNAL

MARKINGS 4" WHITE

TEMPORARY PAVEMENT

STA. 6+44

STOP BAR

24" WHITE

MARKINGS

MATCH EXISTING PAVEMENT

MARKINGS

MATCH EXISTING PAVEMENT

MARKINGS

MATCH EXISTING PAVEMENT

STA. 6+44

STOP BAR

24" WHITE

MARKINGS 4" WHITE

TEMPORARY PAVEMENT

MARKINGS

MATCH EXISTING PAVEMENT

WOOD POLE FOR TEMPORARY SIGNAL (TYP.)

STA. 0+13

STOP BAR

24" WHITE

SPAN WIRE

TEMPORARY SIGNAL

TEMPORARY ILLUMINATION (TYP.)

TEMPORARY ILLUMINATION (TYP.)

05.06

TEL MH'S

1+00

2+00 3+00

4+00

5+00

1+00

2+00 3+00

4+00

5+00

6+00

C O

O R

D

IN

A T E G

R

N N

E C

T

IC

HARTFORD

TURNPIKE

ROUTE 101

Reservoir

Alvia Chase

Alvia Chase

Reservoir

1" = 20'

HORIZONTAL SCALE

20' 40'

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/19/2026

SIGNATURE BLOCK: DRAWING TITLE:

TRA-07

REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER

PLOTTED DATE:

M:\DDE\Worksets\CTDOT\0068-0217\Traffic\Contract_Plans\TRA_CP_0068_0217_SPM.dgn FILE NAME: MDoreo LASTED SAVED BY:

R E

V

D A

T E

R E

V

IS

IO

N

D E

S C

R

IP

T

MARKING PLAN

SIGNING AND PAVEMENT

TRANSPORTATION

PAVEMENT MARKINGS

LIMIT OF SIGNING AND

PAVEMENT MARKINGS

LIMIT OF SIGNING AND

MATCH EXISTING PAVEMENT MARKINGS

STA. 0+13.00

MATCH EXISTING PAVEMENT MARKINGS

STA. 6+44.00

41-4267R

51-2009

CENTERLINE (TYP.)

4" DOUBLE YELLOW

(TYP.)6" WHITE LINE

51-2009

41-4267R

PAVEMENT MARKING GROOVE (WIDTH) OF THE SIZE USED.

GROOVED PAVEMENT MARKINGS SHALL BE PAID FOR UNDER ITEMS - 80 MIL

NOTED.

TR-1210_08 "PAVEMENT MARKINGS ON NON FREEWAYS" UNLESS OTHERWISE

STANDARD SHEETS TR-1210_04 "PAVEMENT MARKING LINES AND SYMBOLS" AND

ALL PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH

4.

3.

MARKINGS AT THE LIMIT OF PAVEMENT MARKINGS.

UNLESS OTHERWISE DIRECTED BY THE ENGINEER. MATCH TO EXISTING PAVEMENT

INSTALL ALL PAVEMENT MARKINGS WITHIN THE LIMIT OF PAVEMENT MARKINGS2.

ALL FINAL PAVEMENT MARKINGS SHALL BE TYPE 1 EPOXY.1.

PAVEMENT MARKING NOTES:

CONTACT "CALL BEFORE YOU DIG" AT 811 PRIOR TO THE INSTALLATION OF ANY NEW SIGN. 8.

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

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

INSTALL SIGNS AND METAL SIGN POSTS IN ACCORDANCE WITH TRAFFIC STANDARD7.

FINAL SIGN LOCATIONS ARE TO BE VERIFIED BY THE ENGINEER.6.

SIGNS SHALL NOT BE PLACED LESS THAN 10 FEET FROM UTILITY POLES.5.

UNTIL THE NEW REPLACEMENT SIGN IS INSTALLED.

WHEN A SIGN IS TO BE REPLACED, THE EXISTING SIGN SHOULD NOT BE REMOVED 4.

UNDER ITEM NO. 0952001A - "SELECTIVE CLEARING AND THINNING."

PROVIDE ADEQUATE SIGHTLINE TO THE SIGNS. THIS WORK SHALL BE PAID FOR

THE CONTRACTOR SHALL CLEAR AND TRIM AS DIRECTED BY THE ENGINEER TO 3.

OTHERWISE NOTED ON THE PLANS OR OTHERWISE DIRECTED BY THE ENGINEER.

ALL EXISTING SIGNS OUTSIDE THE LIMIT OF SIGNING ARE TO REMAIN UNLESS 2.

INSTALL ALL SIGNS AS INDICATED.1.

SIGNING NOTES:

SIGN #

CONNDOT

DIMENSIONS NO. S.F. POSTS

NO. OF

41-4267R 12" x 36" 2 6 1

13218" x 12"51-2009

TOTALS 4 9.0 SF

TYPE

1208937

1208937

05.07

BACKGROUND - WHITE

CIRCLE & DIAGONAL - RED

LEGEND - BLACK

R3-1

R1 - SERIES R2 - SERIES

R1-1

BACKGROUND - RED

R2-1

LEGEND - WHITE

STOP

R1-2

LEGEND - RED

BACKGROUND -WHITE

YIELD

ALL-WAY

BACKGROUND - RED

LEGEND - WHITE

SPEED

LIMIT

R3-3

NO

TURNS

R3-4

BACKGROUND - WHITE

CIRCLE & DIAGONAL - RED

LEGEND - BLACK

R3-5

ONLY ONLY

R3-6

LEFT LANE

MUST

TURN LEFT

ONLY ONLY

ONLY ONLY

31-0222 31-0223

ONLY ONLY

ONLY

R3 - SERIES

ONLY ONLY

31-0282 31-0283

31-0295 31-0219

ONLY

R3-8b

ONLY ONLY

ONLY

31-0307 31-0372

ONLY

31-0370

ONLYONLY

31-0371

R4 - SERIES

DO

NOT

PASS

R4-1

TRAFFIC

KEEP

RIGHT

SLOWER

R4-3

R4-7

KEEP

RIGHT

EXCEPT

TO PASS

BACKGROUND - WHITE

LEGEND - WHITE

R5-1

CIRCLE - RED

DO NOT

ENTER

WRONG

WAY

R5-10c

PEDESTRIANS

R5 - SERIES

PEDESTRIANS

MOTOR BIKES

MOTOR SCOOTERS

R6-1

ONE WAY

R6 - SERIES R7 - SERIES

(D)

(R) (L)

NO

PARKING

ANY

TIME

R7-1

(D)

(R) (L)

NO

PARKING

0:00 AM

TO 0:00 PMVARIABLE TIMES

R8 - SERIES

R8-7

EMERGENCY

STOPPING

ONLY

R9 - SERIES R10 - SERIES

R10-6

STOP

HERE ON

RED

STOP

HERE ON

RED

31-0801 31-0802

NO

TURN

ON RED

LEFT

TURN

SIGNAL

R10-10L

R10-11a

NO

TURN

ON

RED

ONLY

RIGHT TURN

ON RED

FROM

RIGHT LANE

R11 - SERIES

R11-1

KEEP

OFF

MEDIAN

LEGEND - WHITE

BACKGROUND - RED

9.00

36X36

31-0816

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

7.50

30X36

31-0852

SIZE CONN.

D.O.T. #

12.00

36X48

31-0830

31-0819

.100

SIZE CONN.

D.O.T. #

6.00

24X36

SIZE CONN.

D.O.T. #

2.25

4.00

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. #

1.50

12X18

31-0630

SIZE CONN.

D.O.T. #

31-0603

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

6.00

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. #

30X24

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. #

24X24

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

5.19

7.98

13.3 48

18 31-0532

31-0552

31-0553

31-0557 2

1 .080

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

0.97

3.90

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

18X6

31-0508

SIZE CONN.

D.O.T. #

NO

NO

BICYCLES

SIZE CONN.

D.O.T. #

31-1702

RETROREFLECTIVE

STRIP

BACKGROUND - RED

LEGEND - N/A

R10-7R7-2a

R10-11b

32.50

60X78

31-1719

.125

SIZE CONN.

D.O.T. #

POSTS ALUM.

R5-1a

20.00

48X60

31-1574

SIZE CONN.

D.O.T. #

31-1562

31-1564

SIZE CONN.

D.O.T. #

20.00 48X60

31-1526

31-1536

31-1546 2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

31-1915

31-1918

SIZE CONN.

D.O.T. #

31-0847

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

SPEED

LIMIT

MINIMUM

R2-4a

48X96

31-5510

SIZE CONN.

D.O.T. #

SIZE CONN.

D.O.T. #

31-1604

31-1627

SIZE CONN.

D.O.T. #

31-1603

31-1629

CIRCLE & DIAGONAL - RED

LEGEND - BLACK

R3-2

LEGEND - BLACK

TOP SECTION BACKGROUND - YELLOW

BOTTON SECTION BACKGROUND - WHITE

R9-3a

R9-3

BACKGROUND - WHITE

CIRCLE & DIAGONAL - RED

LEGEND - BLACK

R1-3P

R10-11c(CT)

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

R3-8R3-8

R3-8 R3-8

R3-8

R3-8b

R3-8bR3-8b

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

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

TURN RIGHT

MUST

RIGHT LANE

R3-7

SIZE CONN.

D.O.T. #

31-0117

31-0120

SIZE CONN.

D.O.T. #

31-0118

31-0123

R6-1

ONE WAY

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

LEGEND - RED

BACKGROUND - WHITE

LEGEND - RED

R5-11

31-1790

31-1792

SIZE CONN.

D.O.T. #

1.00

4X72

4X48

SIZE CONN.

D.O.T. #

31-5003

31-5004

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

R10-15

YIELD SYMBOL - RED

LEGEND AND SYMBOLS - BLACK

BACKGROUND:

TOP - FLUORESCENT YELLOW-GREEN

BOTTOM - WHITE

31-1626 31-1625

NOTES:

COLORS:

ALL SIGNS TO USE TYPE XI RETROREFLECTIVE SHEETING.

LEGEND - BLACK - EXCEPT AS NOTED.

BACKGROUND - YELLOW - EXCEPT AS NOTED.

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.

R2-6aP (CT)

48X42

31-1906

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/19/2026

SIGNATURE BLOCK: DRAWING TITLE:

TR-GR_01

REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER

PLOTTED DATE:

M:\DDE\Worksets\CTDOT\0068-0217\Traffic\Contract_Plans\TRA_CP_0068_0217_tsc.dgn FILE NAME: gmccarthy LASTED SAVED BY:

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DESIGNER/DRAFTER: AVD/MAD CHECKED BY: EWM TYPICAL SIGN DETAILS

ALUMINUM R-SERIES

SIGN FACE SHEET

TRANSPORTATION

05.08

W1 - SERIES

W1-1L W1-1R W1-6

W1-7

W1-8

(LEFT OR RIGHT)

(LEFT OR RIGHT)

W2 - SERIES

W2-1

W2-2

(LEFT OR RIGHT)

OCTAGON - RED

TRIANGLE - RED & WHITE

BOTTOM CIRCLE - GREEN

W3-3

SYMBOL & LEGEND - BLACK

BACKGROUND - YELLOW

TOP CIRCLE - RED

W/ FLASHERS

WHEN

FLASHING

STOP

AHEAD

S - SERIES W4 - SERIES W5 - SERIES

W5-1

W6 - SERIES W7 - SERIES

W6-1 W6-2

W6-3

W7-1

W9 - SERIES

W9-1

LEFT

LANE

ENDS

W9-2

LANE ENDS

MERGE

LEFT

W11-2

W11 - SERIES

W11-8

W12 - SERIES

W12-1 W12-2

(SUBPLATE)

W13 - SERIES

W13-1P

W13-2

W13-3

ROAD

NARROWS

LANE

LEFT

M.P.H.

M.P.H.

M.P.H.

EXIT

RAMP

W16 - SERIES

W3-2

W3-1

W1-2

41-4006

41-4031

SIZE CONN.

D.O.T. #

41-4005

41-4160

SIZE CONN.

D.O.T. #

41-4029

41-4169

SIZE CONN.

D.O.T. #

41-4168

41-4032

SIZE CONN.

D.O.T. #

8.00

12.50

60X30

48X24

41-4223

41-4262

SIZE CONN.

D.O.T. #

8.00

12.50

60X30

48X24

41-4207

41-4208

SIZE CONN.

D.O.T. #

12.00 36X48

18X24

41-3951

41-4211

41-4260 2

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

41-4226

41-4236

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. #

41-4402

41-4404

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

SIZE CONN.

D.O.T. #

41-4454

41-4456

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

41-2112

41-2113

SIZE CONN.

D.O.T. #

POSTS ALUM.

AHEAD

3.75

30X18

41-6126

41-6137

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

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

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. #

41-2619

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

(SUBPLATE)

USE AT ADVANCE SIGN LOCATION

41-6134

41-6130

0000 FT

000 FT

W16-2aP

000 FT

W16-2aP

(SUBPLATE)

USE AT ADVANCE SIGN LOCATION

LEGEND - BLACK

YELLOW GREEN

BACKGROUND - FLUORESCENT

LEGEND - BLACK

YELLOW GREEN

BACKGROUND - FLUORESCENT

W16-7PL W16-7PR

LEGEND - BLACK

YELLOW GREEN

41-6140

SIZE CONN.

D.O.T. #

41-2617

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

USE AT ADVANCE SIGN LOCATION

41-5596

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

LEGEND - BLACK

BACKGROUND - FLUORESCENT YELLOW

LEGEND - BLACK

BACKGROUND - FLUORESCENT YELLOW

USE AT CROSSWALK

(SUBPLATE)

USE AT CROSSWALK

ALL SIGNS TO USE TYPE XI RETROREFLECTIVE SHEETING.

LEGEND - BLACK - EXCEPT AS NOTED.

BACKGROUND - YELLOW - EXCEPT AS NOTED.

41-4721

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

LEGEND - BLACK

YELLOW GREEN

BACKGROUND - FLUORESCENT

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.

THK.

W9-1

ENDS

LANE

RIGHT

W9-2

LANE ENDS

MERGE

RIGHT

SIZE CONN.

D.O.T. #

41-4440

41-4445

SIZE CONN.

D.O.T. #

41-4453

41-4455

LANE

RIGHT

LANE

RIGHT

41-4722

SIZE CONN.

D.O.T. #

SIZE CONN.

D.O.T. #

41-5010

LEGEND - N/A

4X48

SIZE CONN.

D.O.T. #

41-5001

41-5006

LEGEND - N/A

RETROREFLECTIVE STRIP

BACKGROUND - FLUORESCENT YELLOWYELLOW GREEN

W14 - SERIES

W14-3

5.56

80-9915

SIZE CONN.

D.O.T. #

80-9052

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

W3-3

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/19/2026

SIGNATURE BLOCK: DRAWING TITLE:

TR-GS_02

REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER

PLOTTED DATE:

M:\DDE\Worksets\CTDOT\0068-0217\Traffic\Contract_Plans\TRA_CP_0068_0217_tsc.dgn FILE NAME: gmccarthy LASTED SAVED BY:

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DESIGNER/DRAFTER: AVD/MAD CHECKED BY: EWM TYPICAL SIGN DETAILS

ALUMINUM S&W SERIES

SIGN FACE SHEET

TRANSPORTATION

05.09

D1 - SERIES

VARIABLE LEGEND & ARROW DIRECTION

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 INFO

D10 - SERIES

BACKGROUND - BLUE

LEGEND - WHITE

AREA

REST

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

CARDINAL DIRECTION VARIABLE - N, S, E, W

E5 - SERIES

E5-1a

EXIT

I - SERIES

River

(Variable)

INCORPORATED (DATE)

OR SETTLED

(Town Name)

TOWN LINE

VARIABLE: TOWN / CITY

VARIABLE: RIVER, BROOK, CREEK

M1 - SERIES

M1-1

LEGEND - WHITE

BACKGROUND - RED & BLUE

CONNECTICUT

INTERSTATE

M1-4

LEGEND - BLACK

BACKGROUND - WHITE

M1-5

LEGEND - BLACK

BACKGROUND - WHITE

M2 - SERIES

M2-1

JCT

M3 - SERIES

M3-1

M3-2

NORTH

EAST

SOUTH

M3-3

W EST

M3-4

M4 - SERIES

M4-5

TO

M5 - SERIES

M5-1

M5-2

M6 - SERIES

M6-1

M6-2

M6-4

L or R

M6-3

SYMBOL - WHITE

BACKGROUND - BLUE

51-6504

51-6505

SIGNS OF DIFFERENT DIMENSIONS TO BE ERECTED ON THE SAME POSTS, OR SPAN/MAST ARM MOUNTED, MAY REQUIRE SPECIAL BOLT HOLE PATTERNS.

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

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

SPLICING OF SHEET ALUMINUM WILL NOT BE ACCEPTED.

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

I - SERIES

(EXCEPT AS NOTED)

M2 - M6 SERIES

E - SERIES

ALL OTHER D-SERIES AS NOTED

D - SERIES

BACKGROUND-GREEN, LEGEND-WHITE

BACKGROUND-GREEN, LEGEND-WHITE

D5 - SERIES

E5-1a

EXIT EXIT

51-5937

SIZE CONN.

D.O.T. #

38.50

84X66

51-2082

SIZE CONN.

D.O.T. #

POSTS ALUM.

D3 - SERIES

51-1448

51-1445

SIZE CONN.

D.O.T. #

60X24

60X12

51-5202

51-5203

SIZE CONN.

D.O.T. #

POSTS ALUM.

D1-2

51-6788

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. #

2.19

21X15

51-2705

51-2706

SIZE CONN.

D.O.T. #

4.17

8.33

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. #

40X27

51-2020

SIZE CONN.

D.O.T. #

51-6640

51-6610

SIZE CONN.

D.O.T. #

COLOR ALUM.

(1)

(2)

3.20

3.99

7.20

8.99 45X36

36X36

30X24

24X24 51-6662

51-6663

51-6666

51-6667 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 51-6615

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. #

COLOR ALUM.

THK.

(1)

(2)

(1)

(2)

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. #

COLOR ALUM.

THK.

(1)

(2)

(1)

(2)

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. #

COLOR ALUM.

THK.

(1)

(2)

(1)

(2)

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. #

COLOR ALUM.

THK.

(1)

(2)

51-6650

51-6620

SIZE CONN.

D.O.T. #

51-2686

51-2626

SIZE CONN.

D.O.T. #

51-2687

51-2627

SIZE CONN.

D.O.T. #

51-2685

51-2625

SIZE CONN.

D.O.T. #

0.75

18X12

18X6

51-6504

51-6505

SIZE CONN.

D.O.T. #

18X24

51-5943

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

D5-2b

FOR USE AT "NO NUMBERED" EXITS

LEGEND - WHITE

BACKGROUND - BLUE

TO BE SUBMOUNTED W/ 51-5943

BACKGROUND - WHITE

LEGEND - BLACK

BACKGROUND - BLUE

LEGEND - WHITE

39.00

72X78

51-6158

SIZE CONN.

D.O.T. #

(1) BACKGROUND-BLUE, LEGEND-WHITE

(2) BACKGROUND-WHITE, LEGEND-BLACK

RS- SERIESD7 - SERIES

D7, RS BACKGROUND-BROWN, LEGEND-WHITE

D1, 2, 3, 4, 10 BACKGROUND-GREEN, LEGEND-WHITE

D9 BACKGROUND-BLUE, LEGEND-WHITE

.0

18X54

51-5307

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

SHIELD AND NUMERALS ARE VARIABLE

CARDINAL DIRECTION,

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

D4 - SERIES

51-6006

51-6007

SIZE CONN.

D.O.T. #

51-6033

51-6034

SIZE CONN.

D.O.T. #

51-6044

51-6045

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

RIDE

PARK -

RIDE

PARK -

RIDE

PARK -

D4-2

D4-2

D4-2

SERVICE

PLAZA

Variable

Variable

Variable

Variable

Variable

Variable

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.

Variable Road Name

D3-1 D10-4

RS-117

51-7872

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

E5-1a

EXIT

45.00

SIZE CONN.

D.O.T. #

108X60

E5-1a

57.50

SIZE CONN.

D.O.T. #

138X60

I-3

I-7

Variable

Variable

Variable

MANAGEMENT

INCIDENT

VARIABLE ARROW DIRECTION

VARIABLE ARROW DIRECTION

VARIABLE ARROW DIRECTION

00 B

EXIT

00 B

EXIT

00A-B

EXIT

00A-B

CONNECTICUT

INTERSTATE

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:

3. POSTS SHALL BE 4 LBS./FT.

51-6125 51-6124

51-6127 51-6126

51-6129 51-6128

51-2690 51-2691

51-2630 51-2631

51-2688 51-2689

51-2629 51-2628

51-2609

2.19

2.19

2.19

2.19 21X15

21X15

21X15

21X15 .080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

COLOR ALUM.

THK.

(1)

(1)

(2)

(2)

51-2690

51-2691

51-2630

51-2631

2.19

2.19

2.19

2.19 21X15

21X15

21X15

21X15 .080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

COLOR ALUM.

THK.

(1)

(1)

(2)

(2)

51-2692

51-2693

51-2632

51-2633

2.19

2.19

2.19

2.19 21X15

21X15

21X15

21X15 .080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

COLOR ALUM.

THK.

(1)

(1)

(2)

(2)

4.38 30X21 .080(2)

51-2688

51-2689

51-2628

51-2629

51-2609

51-2632

51-2692

51-2633

51-2693

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

PARKING

AREA

PATROLLED

51-6705

VARIABLE ARROW DIRECTION

51-6706

51-6708

51-6709

DIESEL

FOOD

GAS

LODGING

36X9

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

CAMPING

STATE POLICE

WITH WHITE BACKGROUND WHICH SHALL BE TYPE IX RETROREFLECTIVE SHEETING.

ALL SIGNS TO USE TYPE XI RETROREFLECTIVE SHEETING WITH THE EXCEPTION OF SIDE MOUNTED SIGNS

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/19/2026

SIGNATURE BLOCK: DRAWING TITLE:

TR-GS_03

REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER

PLOTTED DATE:

M:\DDE\Worksets\CTDOT\0068-0217\Traffic\Contract_Plans\TRA_CP_0068_0217_tsc.dgn FILE NAME: gmccarthy LASTED SAVED BY:

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DESIGNER/DRAFTER: AVD/MAD CHECKED BY: EWM SIGN DETAILS

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

SIGN FACE SHEET ALUMINUM

TRANSPORTATION

05.10

5/19/2026

SIGNATURE BLOCK: DRAWING TITLE:

TR-1205_01

REPLACEMENT OF BRIDGE NO. 02599 ROUTE 101 OVER

PLOTTED DATE:

M:\DDE\Worksets\CTDOT\0068-0217\Traffic\Contract_Plans\TRA_CP_0068_0217_SPM.dgn FILE NAME: MDoreo LASTED SAVED BY:

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DESIGNER/DRAFTER: AVD/MAD CHECKED BY: EWM OBJECT MARKER DETAILS

DELINEATORS AND

DELINEATION,

TRANSPORTATION

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"

8"

5"

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

SIGN #51-5028 WHITE

SIGN #51-5029 YELLOW

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"

TYPE IV, TYPE V, OR TYPE IX RETRORELFECTIVE SHEETING

TO

PAVEMENT

INSTALLATION ON

PERMANENT CONCRETE BARRIER,

INSTALLATION ON DELINEATOR POSTS

TYPE IV, TYPE V, OR TYPE IX

RETROREFLECTIVE SHEETING

INSTRUCTIONS

PER MANUFACTURER'S

ATTACH TO CONCRETE

DE-1, DE-2, OR DE-3

FLEXIBLE DELINEATOR

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 CURVED SECTIONS - BOTH SIDES OF CURVE

ON TANGENT SECTIONS - RIGHT SIDE OF RAMP

DELINEATOR PLACEMENT ON RAMPS

SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER.

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

DE-3 DELINEATORS ASSEMBLY OR DE-4A DELINEATOR

DE-2 DELINEATORS OR DE-5 DELINEATOR ASSEMBLY

DE-1 DELINEATORS OR DE-4 DELINEATOR ASSEMBLY

RIGHT SIDE OF ALL ROADWAYS AND RAMPS - WHITE

LEFT SIDE OF ALL ROADWAYS AND RAMPS - YELLOW

(feet)

ON CURVE

SPACING (S)

APPROXIMATE

(feet)

OF CURVE

RADIUS (R)

BARRIER CURB DELINEATORS:

SPACING FOR TEMPORARY

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'

4'-6"

4' MIN.

4'-6" MAX.

ACCORDANCE WITH MUTCD.

ALL OTHER ROADWAYS SHALL BE DELINEATED IN

ALTERNATING ONE WAY TRAFFIC - EVERY 20',

IF LESS THAN 100',

ON THE REMAINING LENGTH - EVERY 100', MINIMUM OF 2

ON THE FIRST 100' OF THE PARALLEL SECTION - EVERY 20',

ON THE LEADING TAPERED SECTION - EVERY 20',

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

ON HORIZONTAL CURVES

APPROXIMATE SPACING FOR DELINEATORS

MUTCD TABLE 3F-1

S=3 R-50.

S REFERS TO THE DELINEATOR SPACING FOR SPECIFIC RADII COMPUTED FROM THE FORMULA:

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

A CURVE, AND PROCEEDING AWAY FROM THE END OF THE CURVE, THE SPACING OF THE FIRST

THE SPACING ON CURVES SHOULD NOT EXCEED 300 FEET. IN ADVANCE OF OR BEYOND

MAY BE INTERPOLATED FROM TABLE. THE MINIMUM SPACING SHOULD BE 20 FEET.

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

FIBER INSERT SELF LOCKING NUT, ON STANDARD METAL DELINEATOR POST.

GRADE B8 (TYPE 304) OR BETTER HEX HEAD BOLT (LENGTH AS REQUIRED), WASHER AND

DELINEATORS SHALL BE FASTENED WITH 5/16" STAINLESS STEEL ASTM A-193 CLASS 1,

TYPE V, OR TYPE IX RETROREFLECTIVE SHEETING.

FACE SHALL BE PRESSURE SENSITIVE, SELF ADHERING, TYPE IV,

DELINEATORS - .0625" THK. ALUMINUM ALLOY.

COLORS: - YELLOW OR WHITE.

USE STAINLESS STEEL WASHERS ON FACE OF DELINEATORS, 5/8" O.D. X 3/8" I.D. X .032" THK. (TYP.)

FACE SHALL BE PRESSURE SENSITIVE, SELF ADHERING, TYPE IV, TYPE V, OR TYPE IX RETROREFLECTIVE SHEETING.

BRACKET - .125" THK. ALUMINUM ALLOY, AND SHALL CONFORM TO SPECIFICATION M.18.07-03 BRIDGE RAIL MOUNTING BRACKETS.

DELINEATORS - .0625" THK. ALUMINUM ALLOY.

COLORS: - YELLOW OR WHITE.

(L) (C) (R)

VARIABLE

DIRECTION OF TRAVEL

FOR UNDER SECTION 18.0 IMPACT ATTENUATOR

ATTENUATOR REFLECTOR TO BE PAID

1½" R (TYP.)

45°TYP.

BLACK OPAQUE (TYP.)

3" TYP.

3¼" TYP.

VARIABLE

SIGN #40-4266

ATTENUATOR REFLECTORS

(L) (C) (R)

UNDER SECTION 12.08 SIGN FACE SHEET ALUMINUM

TYPE 3 OBJECT MARKER TO BE PAID FOR

SIGN #41-4267

TYPE 3 OBJECT MARKERS

OR AS DIRECTED BY THE ENGINEER.

WILL BE AS SHOWN ON THE PLAN

FINAL LOCATIONS OF SIGN #41-4267 MARKERS

ABOVE ADJACENT EDGE OF PAVEMENT.

BOTTOM OF SIGN #41-4267 TO BE 4'

4lb. METAL SIGN POST.

SIGN #41-4267 MARKER MOUNTED ON

DIRECTION OF TRAVEL

3" TYP.

3¼" TYP.

TYP.

36"

12" TYP.

45°TYP.

1 ½" R (TYP.)

BLACK OPAQUE (TYP.)

RETAINING WALLS

BRIDGE PARAPETS AND

REQUIRED AND PER MANUFACTURER'S INSTRUCTIONS.

CENTER OF EACH SECTION OF TEMPORARY BARRIER AS

APPROVED BY THE ENGINEER AND MOUNTED IN THE

ALUMINUM, STEEL, PLASTIC, OR OF A MATERIAL

DELINEATORS ARE TO BE FABRICATED OF

TEMPORARY PRECAST CONCRETE BARRIER

DE-7D TWO WAY WHITE

DE-7B TWO WAY YELLOW

DE-7A ONE WAY YELLOW

DE-7 ONE WAY WHITE

AND TEMPORARY PRECAST CONCRETE BARRIER CURB (STRUCTURE)

INSTALLATION ON TEMPORARY PRECAST CONCRETE BARRIER CURB

DELINEATORS DE-7, DE-7A, DE-7B, DE-7D FOR

TO BE PAID FOR UNDER SECTION 12.05 DELINEATORS.

DELINEATORS DE-7, DE-7A, DE-7B, AND DE-7D

ON THE SIZE OF THE NOSE OF THE IMPACT ATTENUATOR.

THE HEIGHT AND WIDTH OF THE SHEETING VARIES DEPENDING

EACH SIDE OF THE NOSE.

EXTEND 1" BEYOND THE POINT OF CURVATURE ON

ON A CURVED NOSE, THE WIDTH OF THE SHEETING SHALL

THE IMPACT ATTENUATOR.

THE SHEETING SHALL COVER THE NOSE OF

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

THE NOSE OF THE IMPACT ATTENUATOR WITH ADHESIVE IN

THIS SHEETING WITHOUT A SUBSTRATE TO BE INSTALLED ON

ADJACENT PAVEMENT) (TYP.)

STRIPE (ANGLE DOWNWARD TOWARD

YELLOW TYPE IX RETROREFLECTIVE

WHEN GUIDE RAIL IS 8' OR LESS FROM THE EDGE OF THE ROAD.

DELINEATORS TO BE PLACED IN LINE WITH GUIDE RAIL POSTS

ONE OFFSET SHALL BE USED THROUGHOUT PROJECT.

2' TYP. TO 8' MAX. AS DIRECTED BY ENGINEER.

ACCORDANCE WITH TABLE 3F-1 OF THE MUTCD, BUT NOT TO EXCEED 100'.

5) ON CURVED PORTIONS OF RAMPS, DELINEATOR SPACING SHALL BE IN

SECTIONS, DELINEATOR SPACING SHALL BE 100'.

4) ON ACCELERATION AND DECELERATION LANES AND ON-RAMP TANGENT

SPECIFIED IN TABLE 3F-1 OF THE MUTCD.

3) SPACING ON MAINLINE EXPRESSWAY CURVES SHALL BE AS

2) SPACING ON MAINLINE EXPRESSWAY TANGENTS SHALL BE 400'.

DELINEATORS SHALL BE MOUNTED WITHIN THE MEDIAN BEAM RAIL.

12' OR LESS, AND MEDIAN BEAM RAIL IS PRESENT, TYPE DE-3

1) AT LOCATIONS WHERE THE MEDIAN WIDTH (BETWEEN SHOULDERS) IS

FROM THE EDGE OF THE ROAD.

POSTS WHEN GUIDE RAIL IS 8' OR LESS

DELINEATORS TO BE PLACED IN LINE WITH GUIDE RAIL

ONE OFFSET SHALL BE USED THROUGHOUT PROJECT.

2' TYP. TO 8' MAX. AS DIRECTED BY ENGINEER.

STRIPE (ANGLE DOWNWARD TOWARD ADJACENT PAVEMENT) (TYP.)

YELLOW TYPE IV OR TYPE IX RETROREFLECTIVE

05.11