TO

WER

TE

NSIO

N

HIG

H

WF#

D109

WF#

D23

WF#

D25

WF#

D24

WF#

D26

WF#

D27

WF#

D28

WF#

D29

WF#

D30

WF#

D31

WF#

D32

WF#

D33

WF#E21

WF#

D61

WF#

D62

WF#E22

WF#E23

WF#

D63

WF#

D39

WF#

D38

WF#

D37

WF#

D36

WF#

D34

WF#

D35

WF#

D40

WF#E1

WF#E33

WF#E32

WF#E31

WF#E30

WF#E24

WF#

D64

WF#E25

WF#

D65

WF#E26

WF#

D66

WF#E27

WF#E29

WF#E28

WF#

D13

WF#

D12

WF#

D11

WF#

D10

WF#

D9

WF#

D8

WF#

D7

WF#

D6

WF#

D5

WF#

D4

WF#

D3

WF#

D2

WF#

D1

WF#C7

WF#C28

WF#C27

WF#C26

WF#C25

WF#C11

WF#C10

WF#C9

WF#C8

WF#C6

WF#C5

WF#C4

WF#C3

WF#C2

WF#C1

WF#C17

WF#C18

WF#C19

WF#C20

WF#C21

WF#C22

WF#C23

WF#C24

WF#E20

WF#F13

WF#

D100

WF#F14

WF#

D101

WF#F15

WF#

D102

WF#F16

WF#

D103

WF#F17

WF#

D104

WF#F18

WF#

D105

WF#

D106

WF#

D107

WF#

D108

WF#C16W

F#C15

WF#C14

WF#C13

WF#C12

BT=31.9

4

FL=34.0

4W

FL=33.8

4NE

FL=34.0

4E

TF=39.

94

*15"C

MP

15C

MP

15C

MP

36"R

CP

BT=FIL

LED

FL=35.2

8E

TF=41.51 P

ER LI

DAR

WF#

G8

WF#

G

WF#

G6

WF#

G10

WF#

G9

WF#

G5

WF#

G4

WF#

O2

WF#

O3

WF#

O14

WF# 327 ST TOP 01'

WF#

O15

WF#

O16

WF#

O17

WF#

O18

WF#

O19

WF#

O20

WF#

O23

WF#

O21

WF#

O24

WF#

O25

WF#

O5

WF#

O13

WF#

O6

WF#

O12

WF# 327 ST

WEST 01'

WF#

O10

WF#

O8

WF#

O9

WF#

O7

WF#

O11

S

S

S

S

5211

5212

18.6

021.8

0H

OL

EGR

D

5208

18.12

MA

T

5209

20.2

1

GR

D

5205

5206

20.6

223.3

0

WA

TE

RG

RD

HO

LE

5204

19.8

0

ST

K

5202

14.9

8

WA

TE

R5203

17.2

0

GR

D

HO

LE

*FL=6.90

*FL=5.03

*FL=6.90

STK'D=19.80 (FILLED)

HOLE EL=14.98

(HOLE)

GRD EL=17.20

GRD EL=23.30

(FILLED)

HOLE EL=20.62

HOLE EL=18.60GRD EL=21.80MAT EL=18.12GRD EL=20.21

12"RCP

12"RCP

12"RCP

8"

MD

C

WA

TE

R

S

S

S

S

S

RR

03

GPS

CP-3-1

TP-4

CN

G

TP-3

CN

G

TP-2

CN

G

TP-1

CN

G

RR

CJL /

OH

W

CJL /

OH

W

CJL /

OH

W

CJL /

OH

W

CJL /

OH

W

CJL /

OH

W

CJL /

OH

W

CJL /

OH

W

CJL /

OH

W

CJL / OH

W

&

FL

OO

DW

AY

& FL

OO

DW

AY

& FLO

OD

WA

Y

& FLOODW

AY

&

FL

OO

DW

AY

HT

L

HTL

HTL

MH

W

MH

W

HT

L

HT

L

MH

W

HTL

MH

W

ML

W

HTL

ML

W

/

ML

W

/

ML

W

MH

W /

ML

W

ML

W

EASE

MENT

&

NO

N

ACCESS

HW

Y LIN

E

S

CJL / O

HW

CJL /

O

HW

CJL /

OH

W

CJL /

OH

W

CJL /

OH

W

& FL

OO

DW

AY

& FLO

OD

WA

Y

HTL

HTL

HTL

MH

W

MH

W

MH

W

ML

W

CJL/

HT

L

ML

WM

HW

CJL/

HTL

RR

RR

RR

WETHERSFIELD COVE

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

LEGEND

PROPOSED PAVEMENT

PROPOSED CONCRETE SIDEWALKS AND RAMPS

PROPOSED CUT

PROPOSED FILL

ROW

FEMA 100-YEAR FLOOD (CALCULATED)

FEDERAL & STATE WETLAND LIMIT

PROPOSED SIGN

PROPOSED DRAINAGE

300

SCALE IN FEET

0

SCALE 1"=150'

150

JUNE 2019

PUBLIC INFORMATIONAL MEETING

STATE PROJECT NOS. 159-191/63-703

WETHERSFIELD/HARTFORD/EAST HARTFORD

I-91 CHARTER OAK BRIDGE PROJECT

PROPOSED STRUCTURE/BARRIER

CONNECTICUTCOORDINATE GRID

PROPOSED NOISEWALL

ROUTE 99

RO

UTE 5/15

RIV

ER

CO

NN

ECTIC

UT

AIR

PO

RT

RO

AD

BRAINARD ROAD

MA

XIM

RO

AD

RESER

VE R

OA

D

BRID

GE

CH

ARTER

OA

K

I-91 SB

I-91 N

B

BRIDGE NO. 00813

BRIDGE NO. 01466

BRIDGE NO. 00480

8986

27

29

8787

28

27

86

28

NEW EXIT 29 - 91NB TO 5/15NB

WALL 104A

WALL 104B

WALL 103B

WALL 103A

BRIDGE NO. 06947