INDEX OF DRAWINGS

094-256

MPT-01

NUMBERDRAWING

DRAWING TITLE DRAWING TITLENUMBER

DRAWING

INDEX OF DRAWINGS

07 - TRAFFIC

INDEX OF DRAWINGS

TRAFFIC

GOLD STAR MEMORIAL BRIDGE

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: TOWN:

DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

OF WORK WHICH WILL BE REQUIRED.

THE CONDITIONS OF ACTUAL QUANTITIES

IN NO WAY WARRANTED TO INDICATE

INVESTIGATIONS BY THE STATE AND IS

SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE

THE INFORMATION, INCLUDING ESTIMATED

8/11/2021

BLOCK:

SIGNATURE/

...\MPT\TR_MSH_092-612_MPT_01.dgn

Border Version: 11/29/13

Plotted Date:

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ADDENDUM NO. 1NEW SHEET ADDED BY

TRAFFIC INDEX OF DRAWINGSMPT-01

NEW LONDONGROTON

MPT-02

MPT-03

MPT-04 - MPT-06

MAINTENANCE & PROTECTION OF TRAFFIC - SIGNAGE

MAINTENANCE & PROTECTION OF TRAFFIC - TYPICAL SECTION

M. KURKER

C. VAN ZANTEN

MAINTENANCE & PROTECTION OF TRAFFIC - PHASE A & D

MPT-07 - MPT-09 MAINTENANCE & PROTECTION OF TRAFFIC - PHASE B & C

I-95 NB OVER THAMES RIVER, RAILROADS,

& LOCAL ROADS - BRIDGE #03819

07.01.A1

:DESIGNED BY:

VN ENGINEERS, INC.116 WASHINGTON AVE.NORTH HAVEN, CT 06473(203) 234-7862

ADVANCED WARNING SIGN LOCATIONS

GENERAL NOTES FOR ALL STAGES

SIGN LEGEND

SCALE: 1" = 500'

DOUBLE POST MOUNTED SIGN

CONSTRUCTIONAHEAD

ROAD USE RESTRICTED

STATE LIABILITY LIMITED

GENERAL STATUTES SEC 13a-115, 13a-145

COMMISSIONER OF TRANSPORTATION

2

CONSTRUCTIONAHEAD

ROAD USE RESTRICTED

STATE LIABILITY LIMITED

GENERAL STATUTES SEC 13a-115, 13a-145

COMMISSIONER OF TRANSPORTATION

1

80-1608

80-1605

1

2

2

2

2

1

1

2

2

LEGEND

MAINTENANCE & PROTECTION

MPT-02

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID

OF TRAFFIC - SIGNAGE

NE

W

LO

ND

ON

WATERFO

RD

REMOTE CONTROL CHANGEABLE MESSAGE SIGN

MM/DD

MM/DD TO

CLOSED

RIGHT LN

GS BRDG

CLOSED

RIGHT LN

GS BRDG

PRIOR TO CONSTRUCTIONPHASE A/D

CMS SIGN #1 LEGEND

DURING CONSTRUCTIONPHASE A/D

CMS SIGN #1 LEGEND

MM/DD

MM/DD TO

CLOSED

LEFT LN

GS BRDG

CLOSED

LEFT LN

GS BRDG

RIGHT

MERGE

PRIOR TO CONSTRUCTIONPHASE B/C

CMS SIGN #1 LEGEND

DURING CONSTRUCTIONPHASE B/C

CMS SIGN #1 LEGEND

CMS SIGN #2

CMS SIGN #1

MM/DD

MM/DD TO

PRIOR TO CONSTRUCTIONPHASE A/D

CMS SIGN #2 LEGEND

DURING CONSTRUCTIONPHASE A/D

CMS SIGN #2 LEGEND

CLOSED

TO BE

RIGHT LN

CLOSED

LANE

RIGHT

MM/DD

MM/DD TO

PRIOR TO CONSTRUCTIONPHASE B/C

CMS SIGN #2 LEGEND

DURING CONSTRUCTIONPHASE B/C

CMS SIGN #2 LEGEND

CLOSED

TO BE

LEFT LN

CLOSED

LANE

LEFT

LEFT

MERGE

LEFT

MERGE

RIGHT

MERGE

SIGNING FOR THE DURATION OF THIS PROJECT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL APPROACH 9.

CONSTRUCTION SIGNS.

ALL CONSTRUCTION SIGNS ARE TO BE PAID FOR UNDER ITEM NO. 1220027 - 8.

TRAFFIC.

INCLUDED UNDER ITEM NO. 0971001A - MAINTENANCE AND PROTECTION OF

COVERED AS DIRECTED BY THE ENGINEER. COVERING OF EXISTING SIGNS IS

ANY EXISTING SIGN IN CONFLICT WITH CONSTRUCTION SIGNS SHALL BE 7.

0971001A - MAINTENANCE AND PROTECTION OF TRAFFIC.

EXISTING SIGNS DURING CONSTRUCTION WILL BE PAID FOR UNDER ITEM NO.

SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. THE RELOCATION OF

EXISTING SIGNS MAY NEED TO BE RELOCATED DURING CONSTRUCTION AS 6.

0971001A - "MAINTENANCE AND PROTECTION OF TRAFFIC".

SHALL BE PARAPET MOUNTED, THIS SHALL BE PAID FOR UNDER ITEM NO.

TRAFFIC SIGNS SHALL BE MOUNTED ON POSTS WHEN FEASIBLE. WHEN SIGNS 5.

ALERTED TO THE POTENTIAL OF DELAYS CAUSED BY BRIDGE WORK.

WITH CTDOT HIGHWAY OPERATIONS TO ENSURE TRAVELERS ARE ADEQUATELY

PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE 4.

UNDER ITEM NO. 0976002.

DIAMOND SHAPED POST-MOUNTED CONSTRUCTION SIGNS AND ARE PAYABLE

BARRICADE WARNING LIGHTS - HIGH INTENSITY SHALL BE MOUNTED ON ALL 3.

FIELD.

EXACT LOCATIONS OF SIGNS TO BE VERIFIED BY THE ENGINEER IN THE 2.

CONSTRUCTION STAGING REQUIREMENTS.

ITEM NO. 0971001A - MAINTENANCE AND PROTECTION OF TRAFFIC FOR

SEE SPECIAL PROVISION SECTION 1.08 - PROSECUTION AND PROGRESS AND 1.

CHECKED DAILY.

TRAFFIC DRUMS SHALL BE WEIGHTED WITH DOUBLE TIRE RINGS AND 16.

12" WHITE.

WHITE, AND ITEM NO. 1209129 - HOT-APPLIED PAINTED PAVEMENT MARKINGS

WHITE, ITEM NO. 1209126 - HOT-APPLIED PAINTED PAVEMENT MARKINGS 6"

4" YELLOW, ITEM NO. 1209124 - HOT-APPLIED PAINTED PAVEMENT MARKINGS 4"

FOR UNDER ITEM NO. 1209114 - HOT-APPLIED PAINTED PAVEMENT MARKINGS

ALL TEMPORARY PAVEMENT MARKINGS ARE HOT-APPLIED AND ARE TO BE PAID 15.

PAVEMENT MARKINGS.

REMOVED AND WILL BE PAID FOR UNDER ITEM NO. 1211001 - REMOVAL OF

ALL CONFLICTING PAVEMENT MARKINGS WITHIN THE LIMITS SHALL BE 14.

BE PAID FOR UNDER ITEM NO. 1220027 - CONSTRUCTION SIGNS.

THE TEMPORARY PLAQUES TO BE INSTALLED ON THE OVERHEAD SIGNS SHALL 13.

TO THE BEGINNING OF CONSTRUCTION.

AND GROTON AND ALL EMERGENCY SERVICES AT LEAST TWO WEEKS PRIOR

THE CONTRACTOR SHALL NOTIFY THE ENGINEER, THE CITIES OF NEW LONDON 12.

OBJECTS OR ARE A HAZARD TO PUBLIC SAFETY.

LOCATIONS WHERE THEY ARE OBSCURED BY TEMPORARY OR PERMANENT

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

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

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

ARE TO BE APPROVED BY THE ENGINEER.

M.U.T.C.D. ALL SIGN LOCATIONS ARE APPROXIMATE AND EXACT LOCATIONS

TEMPORARY MUST BE MAINTAINED AT ALL TIMES IN ACCORDANCE WITH THE

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

STANDARD DRAWINGS.

MARKINGS SHALL BE INSTALLED PER THE APPLICABLE TRAFFIC ENGINEERING

NO. 1210106 - 12" WHITE EPOXY RESIN PAVEMENT MARKINGS. THE PAVEMENT

ITEM NO. 1210103 - 6" WHITE EPOXY RESIN PAVEMENT MARKINGS, AND ITEM

MARKINGS, ITEM NO. 1210102 - 4" YELLOW EPOXY RESIN PAVEMENT MARKINGS,

PAID FOR UNDER ITEM NO. 1210101 - 4" WHITE EPOXY RESIN PAVEMENT

ALL PERMANENT PAVEMENT MARKINGS SHALL BE EPOXY RESIN AND ARE TO BE

ORIGINAL CONDITION WITH PERMANENT EPOXY RESIN PAVEMENT MARKINGS.

UPON COMPLETION OF THE PHASE, THE STRIPING SHALL BE RESTORED TO THE

PLANS. THE PHASE D TRAFFIC PATTERN SHALL THEN BE IMPLEMENTED AND

CLOSURE SHALL BE REMOVED AND RESTRIPED ACCORDING TO THE CONTRACT

CONFLICTING PAVEMENT MARKINGS ALONG THE RIGHT SHOULDER AND LANE

WITH PERMANENT EPOXY RESIN PAVEMENT MARKINGS. IN PHASE D, THE

OF PHASE C, THE STRIPING SHALL BE RESTORED TO THE ORIGINAL CONDITION

B AND C TRAFFIC PATTERN SHALL THEN BE IMPLEMENTED. UPON COMPLETION

REMOVED AND RESTRIPED ACCORDING TO THE CONTRACT PLANS. THE PHASE

MARKINGS ALONG THE LEFT SHOULDER AND LANE CLOSURE SHALL BE

RESIN PAVEMENT MARKINGS. IN PHASE B, THE CONFLICTING PAVEMENT

SHALL BE RESTORED TO THE ORIGINAL CONDITION WITH PERMANENT EPOXY

THEN BE IMPLEMENTED AND UPON COMPLETION OF THE PHASE, THE STRIPING

ACCORDING TO THE CONTRACT PLANS. THE PHASE A TRAFFIC PATTERN SHALL

SHOULDER AND LANE CLOSURE SHALL BE REMOVED AND RESTRIPED

IN PHASE A, THE CONFLICTING PAVEMENT MARKINGS ALONG THE RIGHT 18.

TO THE I-395 EXIT FROM I-95 NORTHBOUND.

AT THE NEW YORK STATE BORDER, THE I-95/I-91 INTERCHANGE, AND PRIOR

CHANGEABLE MESSAGE SIGNS SHALL ALSO BE PLACED ON I-95 NORTHBOUND

ENGINEER PRIOR TO INSTALLATION. IN ADDITION, REMOTE CONTROL

PLAN. THE EXACT LOCATION AND MESSAGES ARE TO BE VERIFIED BY THE

INTERSTATE 95 NORTHBOUND, AT THE APPROXIMATE LOCATION SHOWN ON THE

ITEM NO. 1131002 - REMOTE CONTROL CHANGEABLE MESSAGE SIGNS ON

TWO WEEKS PRIOR TO THE CONSTRUCTION, THE CONTRACTOR SHALL INSTALL 17.

OLD BRIDGE

83

83

BROAD

CO

LM

AN

ST.

BRIG

GS

MO

HE

GA

N

AVE.

ST.

WIL

LIA

MS

ST.

HU

NTIN

GTO

N

APPROACH

84

RAIL

RO

AD

Perry Pd.

32

32

32

85

85

1

1

1

641

636

623

624

638

635

636

636

623

635

641

437

FRONTAGE

FRONTAGE

SOUTH

NORTH

RD.

BRIGGS MOHEGAN

CONNECTOR

JEWISH WARVETERANS MEM. HWY.

RD.

95

82A

82

ST.

BROAD

TPKE.

Lake

Brandegee

95

623

624

85

82

MEMORIAL

HIGHWAY

PARKWAY

PARKWAY

HAR

TFO

RD

094-256DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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GOLD STAR MEMORIAL BRIDGEM. KURKER NEW LONDON

GROTONC. VAN ZANTEN

BOARD

HIGH MOUNTED INTERNALLY ILLUMINATED ARROW

TRAFFIC DRUM


TRAVEL LANE

PARAPET MOUNTED SIGN



SEE SHEET MPT-02 FOR ADDITIONAL NOTES.1.

07.02.A1


MPT-03

SCALE 1"=10'

10 200

SCALE IN FEET

I-95 NBBL

12'

LANE

TRAVEL

12'

LANE

TRAVEL

12'

LANE

TRAVEL

12'

LANE

TRAVEL18'

OF TRAFFIC - TYPICAL SECTION

I-95 NBBL

12'

LANE

TRAVEL

12'

LANE

TRAVEL

12'

LANE

TRAVEL

12'

LANE

TRAVEL

12'

LANE

TRAVEL

EXISTING CONDITIONS

10'

SHOULDER

10'

SHOULDER

STA. 103+00 TO STA. 141+26

STA. 103+00 TO STA. 141+26

M. KURKER

SHOULDER

10'

I-95 NBBL

12'

LANE

TRAVEL

12'

LANE

TRAVEL

12'

LANE

TRAVEL

12'

LANE

TRAVEL18'

STA. 103+00 TO STA. 143+48

SHOULDER

10'

(TYP.)

TRAFFIC DRUM

1' SHLDR

1' SHLDR

(TYP.)

TRAFFIC DRUM

LANE CLOSURE

SHOULDER AND

LANE CLOSURE

SHOULDER AND

PHASE A & D RIGHT SHOULDER AND LANE CLOSURE

PHASE B & C LEFT SHOULDER AND LANE CLOSURE

094-256DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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GROTONC. VAN ZANTEN

BOARD


TRAFFIC DRUM


TRAVEL LANE





07.03.A1

094-256

LEGEND

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




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800

SCALE IN FEET

160








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GROTONC. VAN ZANTEN

BOARD


TRAFFIC DRUM


TRAVEL LANE





NOTES

SOUTH FRONTAGE RD.

I-95 S

BI-95 NB PMAR-NO BN 59-I

VAU

XH

ALL S

TREET E

XT.

NORTH FRONTAGE R

D.

I-95 NB

CO

LM

AN

ST. (S

R 908)

SOUTH FRONTAGE RD.

NORTH FRONTAGE RD

I-95 SB

PMAR-NO BN 59-I

1300'

1500' 1500'


MA

TC

H LIN

E "B

"M

AT

CH LIN

E "A

"

MA

TC

H LIN

E "A

"


MPT-04

DOUBLED

FINES

AHEAD

ROAD WORK

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID

04-01

31-1906

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

04-03

80-9604

04-02

80-9604

OF TRAFFIC - PHASE A & D

PHASE A & D - RIGHT SHOULDER AND LANE CLOSURE

07.04.A1

094-256

LEGEND

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




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160








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GROTONC. VAN ZANTEN

BOARD


TRAFFIC DRUM


TRAVEL LANE





NOTES

72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00

S 68°16' 07.49" E

BRIG

GS

ST. (S

R 636)

EU

GE

NE

O'N

EIL

L D

R. (R

OU

TE 32)

NORTH FRONTAGE RD.I-95 SB

I-95 NB

EXIT ONLY LANE

SOUTH FRONTAGE RD.

US ROUTE 1 NORTH

I-95 NB ON-RAMP

I-95

NB

ON-R

AM

PU

S

RO

UT

E 1

NO

RT

H/

1500' 1500'

1375'1000'

281+

24

281+

24

282+

00

283+00

284+00

285+00

286+00

287+00

288+00

288+24

83+00

84+00

85+00

86+00

87+00

88+00

89+00

90+00

91+00

92+00

93+00

94+0095+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00

N 86°21' 53.77" E

S 68°16' 07.49" E

P

MA

R-N

O

BN

59-I

I-95 SB

I-95 NB

40' (TYP.)

60'

60'

@ 80' O.C.

3 TRAFFIC DRUMS

200' BUFFER AREA

80' (TYP.)

@ 40' O.C.

22 TRAFFIC DRUMS

900' TAPER

1000'

@ 40' O.C.

7 TRAFFIC DRUMS

300' SHOULDER TAPER

MA

TC

H LIN

E "D

"


SOUTH FRONTAGE RD.

MPT-05

EXISTING OVERHEAD SIGNS TO REMAIN


CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID


MA

TC

H LIN

E "C

"

WORK

AHEAD

ROAD

MA

TC

H LIN

E "B

"

MA

TC

H LIN

E "C

"

05-06

80-9604

86EXIT

184 12TO

U.S. Sub Base

Gales Ferry

KEEP LEFT

Providence

NORTHINTERSTATE

95

EXIT 85

1NORTH

Thames St.

Downtown Groton

EXIT ONLY

59NORTH

Providence

EXIT 83

EXIT ONLY

Waterfront Dist

New London

32NORTH

Norwich

DOUBLED

FINES

AHEAD

ROAD WORK05-07

31-1906

05-05

80-9848

AHEAD

CLOSED

RIGHT LANE

05-04

80-9917

05-03

80-9917

PANEL

AND ADD "1 MILE"

COVER "EXIT ONLY"


05-01

80-9848

05-02

80-9848

AHEAD

CLOSED

RIGHT LANE

AHEAD

CLOSED

RIGHT LANE

4" WHITE EDGE LINE

(3' STRIPE, 9' SPACE)

LANE LINE

6" WHITE DOTTED

STA. 94+62

STA. 92+00

STA. 288+24


07.05.A1

094-256

LEGEND

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=80'

800

SCALE IN FEET

160








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GROTONC. VAN ZANTEN

BOARD


TRAFFIC DRUM


TRAVEL LANE





NOTES

107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00

N 86°21' 53.77" E N 86°21' 53.77" E N 86°21' 53.77" E N 86°21' 53.77" E

I-95 SB

I-95 NB

80' (TYP.)

340+82340+82

341+00 342+00343+00

344+00

345+00

346+00

347+00348+00 349+00 350+00

351+00

352+00

353+00

354+00

354+89

448+26448+26 449+00 450+00 451+00 452+00 453+00 454+00454+04

132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00

N 86°21' 53.77" EN 86°21' 53.77" E

I-95 SB

TIXE .TS SEMAHT/HTRON 1 ETUOR SU

I-95 NB

EXIT 86/EXIT ONLY LANE

EXIT 85

500'

80' (TYP.)

MA

TC

H LIN

E "D

"

MA

TC

H LIN

E "E

"

MA

TC

H LIN

E "E

"

END

ROAD WORK


MPT-06

END

ROAD WORK

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID



86EXIT

184 12TO

U.S. Sub Base

Gales Ferry

EXIT ONLYEXISTING OVERHEAD SIGNS TO REMAIN

06-01

80-9612

06-02

80-9612

86EXIT

184 12TO

U.S. Sub Base

Gales Ferry

LEFT EXIT 1 MILE

NORTHINTERSTATE

95

EXIT 85

1NORTH

Thames St.

Downtown Groton

EXIT ONLY

1 MILE

349

EXIT 85

1NORTH

Thames St.

Downtown Groton

EXIT ONLY


COVER "EXIT ONLY"

COVER "EXIT ONLY" AND

ADD "1/2 MILE" PANEL

END

ROAD WORK

06-03

80-9612

END

ROAD WORK

06-04

80-9612

4" WHITE EDGE LINE

4" WHITE EDGE LINE

(2' STRIPE, 4' SPACE)

EXTENSION LINE

6" WHITE DOTTED

MARKINGS (TYP.)

24" WHITE CHEVRON

STA. 141+26

STA. 143+25

STA. 343+50


07.06.A1

094-256

LEGEND

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




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160








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GROTONC. VAN ZANTEN

BOARD


TRAFFIC DRUM


TRAVEL LANE





NOTES

SOUTH FRONTAGE RD.

I-95 S

BI-95 NB PMAR-NO BN 59-I

VAU

XH

ALL S

TREET E

XT.

NORTH FRONTAGE R

D.

I-95 NB

CO

LM

AN

ST. (S

R 908)

SOUTH FRONTAGE RD.

NORTH FRONTAGE RD

I-95 SB

PMAR-NO BN 59-I

1300'

1375' 1375'


MA

TC

H LIN

E "B

"M

AT

CH LIN

E "A

"

MA

TC

H LIN

E "A

"


MPT-07

DOUBLED

FINES

AHEAD

ROAD WORK

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID

07-01

31-1906

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

07-03

80-9604

07-02

80-9604

OF TRAFFIC - PHASE B & C

PHASE B & C - LEFT SHOULDER AND LANE CLOSURE

07.07.A1

094-256

LEGEND

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=80'

800

SCALE IN FEET

160








8/11/2021

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Plotted Date:

CONNECTICU

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GROTONC. VAN ZANTEN

BOARD


TRAFFIC DRUM


TRAVEL LANE





NOTES

72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00

S 68°16' 07.49" E

BRIG

GS

ST. (S

R 636)

EU

GE

NE

O'N

EIL

L D

R. (R

OU

TE 32)

NORTH FRONTAGE RD.I-95 SB

I-95 NB

EXIT ONLY LANE

SOUTH FRONTAGE RD.

US ROUTE 1 NORTH

I-95 NB ON-RAMP

I-95

NB

ON-R

AM

PU

S

RO

UT

E 1

NO

RT

H/

1500'

1375' 1375'

900'

281+

24

281+

24

282+

00

283+00

284+00

285+00

286+00

287+00

288+00

288+24

83+00

84+00

85+00

86+00

87+00

88+00

89+00

90+00

91+00

92+00

93+00

94+0095+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00

N 86°21' 53.77" E

S 68°16' 07.49" E

P

MA

R-N

O

BN

59-I

I-95 SB

I-95 NB

40' (TYP.)

60'

60'

@ 80' O.C.

3 TRAFFIC DRUMS

200' BUFFER AREA

80' (TYP.)

900'

@ 40' O.C.

7 TRAFFIC DRUMS

300' SHOULDER TAPER

@ 40' O.C.

22 TRAFFIC DRUMS

900' TAPER

MA

TC

H LIN

E "D

"


SOUTH FRONTAGE RD.

MPT-08



CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID


MA

TC

H LIN

E "C

"

WORK

AHEAD

ROAD

MA

TC

H LIN

E "B

"

MA

TC

H LIN

E "C

"

08-06

80-9604

86EXIT

184 12TO

U.S. Sub Base

Gales Ferry

KEEP LEFT

Providence

NORTHINTERSTATE

95

EXIT 85

1NORTH

Thames St.

Downtown Groton

EXIT ONLY

59NORTH

Providence

EXIT 83

EXIT ONLY

Waterfront Dist

New London

32NORTH

Norwich

DOUBLED

FINES

AHEAD

ROAD WORK08-07

31-1906

08-05

80-9847

08-04

80-9918

08-03

80-9918


08-01

80-9847

08-02

80-9847

LEFT LANE

CLOSED

AHEAD

LEFT LANE

CLOSED

AHEAD

LEFT LANE

CLOSED

AHEAD

4" YELLOW EDGE LINE

STA. 92+00


07.08.A1

094-256

LEGEND

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=80'

800

SCALE IN FEET

160








8/11/2021

BLOCK:

SIGNATURE/



Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON



GROTONC. VAN ZANTEN

BOARD


TRAFFIC DRUM


TRAVEL LANE





NOTES

107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00

N 86°21' 53.77" E N 86°21' 53.77" E N 86°21' 53.77" E N 86°21' 53.77" E

I-95 SB

I-95 NB

80' (TYP.)

340+82340+82

341+00 342+00343+00

344+00

345+00

346+00

347+00348+00 349+00 350+00

351+00

352+00

353+00

354+00

354+89

448+26448+26 449+00 450+00 451+00 452+00 453+00 454+00454+04

132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00

N 86°21' 53.77" EN 86°21' 53.77" E

I-95 SB

TIXE .TS SEMAHT/HTRON 1 ETUOR SU

I-95 NB



500'80' (TYP.)

MA

TC

H LIN

E "D

"

MA

TC

H LIN

E "E

"

MA

TC

H LIN

E "E

"

END

ROAD WORK


MPT-09

END

ROAD WORK

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID



86EXIT

184 12TO

U.S. Sub Base

Gales Ferry

EXIT ONLY


09-01

80-9612

09-02

80-9612

86EXIT

184 12TO

U.S. Sub Base

Gales Ferry

LEFT EXIT 1 MILE

NORTHINTERSTATE

95

EXIT 85

1NORTH

Thames St.

Downtown Groton

EXIT ONLY

1 MILE

349

EXIT 85

1NORTH

Thames St.

Downtown Groton

EXIT ONLY


END

ROAD WORK

09-03

80-9612

END

ROAD WORK

09-04

80-9612

4" YELLOW EDGE LINE

4" YELLOW EDGE LINE

STA. 146+19


07.09.A1

Documents

INDEX OF DRAWINGS