SOC DOT 80-78-20A

SOC DOT

water onto land of

Right to discharge

SOC DOT 80-78-20A

and channel in favor of

to maintain paved ditch

Subject to an easement

Vol. 24 pgs. 290 & 512

dba Eversource Energy

Light & Power Company

in favor of the Connecticut

Subject to pole easements

Vol. 24 pgs. 290 & 512

dba Eversource Energy

Light & Power Company

in favor of the Connecticut

Subject to pole easements

Vol. 35 pgs. 167Vol. 40 pgs. 196

Vol. 23 pgs. 378

Vol. 38 pgs. 118, 134 & 144

Vol. 34 pgs. 434 & 439

John V. Sabetta III, et al

Ellen Misura, &

Clifton Cotter III,

Gavin Cronin, et al,

Debra Ann Delrego,

Reynolds Drive in favor of

pass & repass on

Subject to easements

Vol. 38 pgs. 114, 118 & 134

& repass on Reynolds Drive

GavinCronin et al to pass

John V. Sabetta III et al, &

of land of Clifton Cotter III,

Right to use 7 1/2' strip

Vol. 24 pgs. 290 & 512

dba Eversource Energy

Light & Power Company

in favor of the Connecticut

Subject to pole easements

Vol. 38 pg. 1

Vol. 20 pg. 2117

Vol. 35 pg. 167,

Vol. 23 pgs. 378

Vol. 34 pgs. 434 & 439

Horace R. Reynolds, et al

Ellen Misura, &

Clifton Cotter III,

Gavin Cronin, et al,

Debra Ann Delrego,

Reynolds Drive in favor of

pass & repass on

Subject to easements

Vol. 38 pgs. 114, 118 & 134

& repass on Reynolds Drive

GavinCronin et al to pass

John V. Sabetta III et al, &

of land of Clifton Cotter III,

Right to use 7 1/2' strip

Vol. 20 pg. 217

Vol. 38 pgs. 114, 118 & 134;

repass on Reynolds Drive

R. Reynolds to pass &

Sabetta IIIl, & Horace

Cronin et al, John V.

Clifton Cotter III, Gavin

Right to use land of

Vol. 292 pg. 381

Eversource Energy

Company dba

Light & Power

of Connecticut

& repass in favor

permit to pass

temporary access

Subject to a

Map Vol. 25 pg. 15

Energy Vol. 155 pg. 906

Company dba Eversource

Connecticut Light & Power

system in favor of

for an electrical distribution

Subject to an easement

Energy

DBA Eversource

Power Company,

Connecticut Light and

in favor of the

and repass

access permit to pass

temporary

Subject to a

Eversource Energy

Company dba

Light & Power

of Connecticut

easement in favor

Subject to a pole

rene

wal

mainten

ance, a

nd

for se

wer drain rep

air,

Morra D

avio et al

of la

nd of

Virginia

Right to use a strip

the Town of Middlebury

manholes in favor of

for sewer pipeline with

Subject to an easement

Energy

Company dba Eversource

Light & Power

in favor of Connecticut

for electrical transmission

Subject to a 110' easement

DB

L

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DB

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DB

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DB

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CP-20

CP-23

CP-22

CP-24

CP-27

CP-28

CP-1050

CP-1051

CP-1061

CP-1070

CP-1071

CP-1072

CP-1073

151-78-156

151-78-42

80-78-20

A

16

SEE NOTE 1

80-000-96

APPROX. L

OC. 12

" GAS

MAIN

A

PP

RO

X. L

OC. 12

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GA

S

MAIN

CP-1086

CP-1087

CP-1088

CP-1040

CP-1041

CP-1042

APPROX. L

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APPROX. L

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APPROX. L

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1 1/2 STY

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1 1/2 STY

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2 1/2 STY

FRAME

2 1/2 STY

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1 1/2 STY

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1 1/2 STY

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2 STY

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2 STY

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2 STY

FRAME

2 1/2 STY

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2 1/2 STY

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1 1/2 STY

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1 1/2 STY

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1 1/2 STY

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1 1/2 STY

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2 1/2 STY

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1 1/2 STY

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20" OAK

TWIN

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20"

24" OAK

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TWIN

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28"

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28"

FIR

15"

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20"

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24"

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18"

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36"

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28"

6" ASH

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36"

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42"6" APPLE

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24"

PINES

24"

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18"

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12"

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THERESA M. DELAURENTIS

POMPERAUG REGIONAL SCHOOL DISTRICTN/F

ET ALEDMUND A. FURS

Vol. 30 pg. 118

of James Amodio

passengers in favor

easement for foot

Subject to a 2' wide

TERRY MYFTAR

LATIFI

N/F

PHILIP M. FRANCON/F

ET ALMORRA DAVIO

VIRGINIA

ET ALFRANK SCHWEITZER

N/F

ET ALJOSE SANTIAGO

A. CUMBOCHARLES

ET ALJOHN M. BEDOSKY

ROAD LLC40 MIDDLEBURY

ROAD LLC40 MIDDLEBURY

ET ALFINNING

STEPHEN

LOCKYERDOUGLAS E.

ROLLINS ET ALCHRISTOPHER J.

RICHARD J. ELDERKIN

CONNECTICUT, INCCREDIT RESOURCES OF

CONNECTICUT, INCCREDIT RESOURCES OF

CONNECTICUT, INCCREDIT RESOURCES OF

GROUP LLC

THE SKYLINE PROPERTIES

RICHARD J. ELDERKIN

RICHARD J. ELDERKIN

& POWER COMPANY

CONNECTICUT LIGHT

LUIS

G. S

ACA

ET AL

JEFF

REY N. M

cCUE

CHURCHMIDDLEBURY BAPTIST

JAMIE MURRAYN/F

SIGNS & GRAPHICS INC.CHASE PARKWAY CANYON

N/F

ZITA S. THOMAS

N/F

ET AL

XIN

MAO GUO

5055/74428 COUNTRY CLUB RD

TIMOTHY & PATRICIA DUNN SURVN/F

2300/262CHASE PARKWAY

WATERBURYCITY OF

N/F

CO

NNE

CTIC

UT LIG

HT

& P

OW

ER

RIG

HT

OF

WA

Y

DISCHARGE

RIGHT TO

4675/14848 REYNOLDS DR.

MELISSA PARISIJEFF BETTE &

N/F

140/58440 REYNOLDS DR.

ELLEN MISURAN/F

ROAD LLC40 MIDDLEBURY

238/2481292 STRAITS TPK.

ANDREA & CHARLES J. MITCHELL N/F

268/574109 MIDDLEBURY RD.

ET ALGASPAR P. ESTEVES

N/F

132/9131171 STRAITS TPK.

ALFRED M. VAGNININ/F

LLCCHANTEL,

LLCCHANTEL,

GROUP LLC

PROPERTIES

THE SKYLINE

N/F

Xin

Mao G

uo et al

rene

wal in fav

or of

mainten

ance a

nd

for se

wer drain rep

air,

Subject to a right

COTTER IIICLIFTON J.

ET ALGUNTHER WAYNE R.

ET ALBRAINARDARTHUR

ELDER

KIN

RIC

HAR

D J.

N/F

CO

MP

AN

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THE C

ON

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ELDERKINRICHARD J.

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F1

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SPRUCE

15"

MAPLE

12"

FENCE

CH LNK

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30"

CH LNK FENCE

151-78-156

N8

B46

A71

B35

A43

A11

A52

B33

A25

O1,A38

N17

N10

B18

U3

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B55

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B47

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B36

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A10

A62

B32

B26

N16

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N13

B17

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B7

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B43

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B37

A45

A54

B31

B27

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N12

B16

B1

B54

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B44

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B38

A46

A53

A18

B28

B24

N6

A35

N11

B15

B53

A60

B41

A67

A47

A51

A19

B29

B23

N7

A36

B14

B6

B52

A61

B42

A68

A12

A50

A20

B30

B22

T3

B13

B61

B4

A77

A65

A17

A32

A13

A40

A21

B21

N15

A39

T2

B12

B60

B5

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N19

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B20

U1

B10

B57

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B49

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A24

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N18

A26

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B19

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N22

C4

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C3

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BOARD FENCE

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E FE

NC

E

MAPLE

3"

MAPLE

30"

DOGWOOD

6"SPRUCE

6"

ARBORVITAE

6"

AR

BO

RVIT

AE

6"

PINE

36"

WALK

SLATE

WELL

PINE

24"

HEMLOCK CLUMP

24"

ELM

TWIN 6"

PINE

24"

PINE

36"

CONC WALK

PINE

30"

OAKS

36"

LOCUST

18"

SHED

RET WALL

CONC BLOCK

AP

PR

OX.

ST

RE

ET

LIN

E

AP

PR

OX.

ST

RE

ET

LIN

E

APP

RO

X. S

TR

EET

LIN

E

APP

RO

X. S

TR

EET

LIN

E

APP

RO

X. ST

REET LIN

EAPP

RO

X. ST

REET LIN

E

ENI

L

TE

ER

TS .

XO

RP

PA

ENI

L

TE

ER

TS .

XO

RP

PA

ROW MAP #151-03, SH. 1 OF 4

ROW MAP #80-05A, SH. 1 OF 1

RO

W

MA

P #80-10, S

H. 4

OF 5

RO

W

MA

P #80-10, S

H. 4

OF 5

RO

W

MAP #80-05

A, S

H. 1

OF 1

ROW

MAP #8

0-03, S

H. 1

OF 3

RO

W

MAP #8

0-0

3, S

H. 1

OF 3

RO

W

MAP #8

0-10, S

H. 3

OF 5

RO

W

MA

P #80-10, S

H. 3

OF 5

RO

W

MAP #80-10, S

H. 3

OF 5

ROW MAP #151-11, SH. 1 OF 4

ROW

MAP #151-0

3, S

H. 1

OF 4

ROW

MAP #151-11, SH. 1 OF 4

ROW MAP

#151-1

1, SH.

2 OF 4

ROW MAP #151-11, SH. 2 OF 4

NO

N

AC

CES

S

HW

Y

LIN

E

NON ACCESS HWY LINE

NON ACCESS HWY LINE

NO

N

AC

CESS

HW

Y LIN

E

NON ACCESS

HWY LIN

E

NON ACCESS HWY LINE

NO

N

AC

CE

SS

HW

Y

LIN

E

RO

W

MAP #80-10, S

H. 3

OF 5

NO

N

AC

CE

SS

HW

Y

LIN

E

ENI

L

TE

ER

TS .

XO

RP

PA

B40

O5

A31

A30

B59

Q11

N 756800 N 756800 N 756800 N 756800 N 756800 N 756800 N 756800 N 756800 N 756800

N 757200 N 757200 N 757200 N 757200 N 757200 N 757200 N 757200 N 757200 N 757200 N 757200 N 757200 N 757200 N 757200 N 757200

N 757600 N 757600 N 757600 N 757600 N 757600 N 757600 N 757600 N 757600 N 757600 N 757600 N 757600 N 757600 N 757600 N 757600

N 758000 N 758000 N 758000 N 758000 N 758000 N 758000 N 758000 N 758000 N 758000 N 758000 N 758000 N 758000 N 758000 N 758000

N 758400 N 758400 N 758400 N 758400 N 758400 N 758400 N 758400 N 758400 N 758400 N 758400 N 758400 N 758400 N 758400 N 758400

N 758800 N 758800 N 758800 N 758800 N 758800 N 758800 N 758800 N 758800 N 758800 N 758800 N 758800 N 758800 N 758800 N 758800

N 759200 N 759200 N 759200 N 759200 N 759200 N 759200 N 759200 N 759200 N 759200 N 759200 N 759200 N 759200 N 759200 N 759200

E 906000

E 906000

E 906000

E 906000

E 906000

E 906000

E 906000

E 9064

00

E 9064

00

E 9064

00

E 9064

00

E 9064

00

E 9064

00

E 9064

00

E 9068

00

E 906800

E 906800

E 906800

E 906800

E 9068

00

E 9068

00

E 907

200

E 907

200

E 907

200

E 907

200

E 907

200

E 907

200

E 907

200

E 907

600

E 907

600

E 907

600

E 907

600

E 907

600

E 907

600

E 907

600

E 908

000

E 908000

E 908000

E 908000

E 908000

E 908

000

E 908

000

E 908

400

E 9084

00

E 9084

00

E 9084

00

E 9084

00

E 908

400

E 908

400

E 908

800

E 908800

E 908800

E 908800

E 908800

E 908

800

E 908

800

E 909200

E 909200

E 909200

E 909200

E 9092

00

E 9092

00

E 909600

E 909600

E 909600

E 909600

E 909600

E 909600

E 910000

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E 910000

E 910000

E 910000

E 910000

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00

E 9104

00

E 9104

00

E 9104

00

E 9104

00

E 9104

00

E 910800

E 910800

E 910800

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00

E 9108

00

E 911200

E 911200

E 911200

E 911200

E 9112

00

E 9112

00

ST

RE

ET

LIN

E

AP

PR

OX.

STREET LIN

E

APPR

OX.

STREET LIN

E

APPR

OX.

CP1082

CP1083

ET ALBRIAN J. O'NEIL

DIANA J. ANTONN/F

ET ALARMAND J. DAIGLE

A. HOLTMAUREEN

CONNECTICUT, INCCREDIT RESOURCES OF

WATERBURY

CITY OF WATERBURY

CITY OF

MEHMET

MORIA

G.

RICHARD J. ELDERKINN/F

POST UNIVERSITY INCN/F

BARBARA PAYNE

N/F

APPROX. S

TREET LI

NE

1687/133UMBERFIELD RD

CAROL K RUSSO SURV GAETANO A III &

N/F

1304/1681095 CHASE PARKWAY

RONALD P. MAIERN/F

4184/1881075 CHASE PARKWAY CANCER CENTER INC

HAROLD LEEVER REGIONALN/F

920/18

8

1094

CH

ASE P

AR

KW

AY

ELAIN

E PE

KR

UL

N/F

7292/56

1088

CH

ASE P

AR

KW

AY

BRIA

N

KA

NE

N/F

7292/56

CH

ASE P

AR

KW

AY

BRIA

N

KA

NE

N/F

4263/312

1078

CH

ASE P

AR

KW

AY

GUER

RER

A C

ON

CETT

A

N/F

2685/15

7

1074

CH

ASE P

AR

KW

AY

DIF

RA

NCES

CO

P

AS

QU

ALE

& JO

HN F.

N/F

LLC

CH

ASE RE,

5572/26220 MASON AVE

DEBRA A. WYCOFF ET ALN/F

1919/69202 MASON AVE

DEBRA M. FREIDUSN/F

APARTMENTS LLCMAZEL

454/436CHASE PARKWAY

FRANK DANNA ET ALN/F

OF CITY OF WATERBURY

LAKESIDE BOULEVARD WEST IN FAVOR

OF FORMER PARSONS AVENUE AND

DRAIN AND DISCHARGE OVER PORTIONS

POSSIBLY SUBJECT TO A RIGHT TO

ET ALREYNOLDSHORACE R.

N/F

ET ALGAVIN CRONIN

N/F

COTTER IIICLIFTON

N/F

STANKY ET ALCHRISTOPHER D.

N/F

ET ALFARLEY

RYANN/F

CECCORULLIWENDY J.

N/F

JR. ET ALDANBRUOSO,SAMUEL H.

N/F

192/232KELLY RD.

MIDDLEBURY LAND DEVELOPMENT LLCN/F

212/11221284 STRAITS TPK.

MICHAEL ZASCIRINSKISN/F

261/8381 FOSTER ST.

JASON T. HELLMANNN/F

191/54495 MIDDLEBURY RD.

ET ALDEREK F. JACOBS

N/F

131/741 89 MIDDLEBURY RD.

ELEANOR HUBBARD WHITEN/F

119/778

20 ROSE CT.

ET AL

JOSEPH A. KENNEY

II

N/F

130/2136 WOODSIDE AVE.

KURZ REALTYN/F

119/942STRAITS TPKE.

TOWN OF MIDDLEBURYN/F

40/131 SERVICE RD.

TOWN OF MIDDLEBURYN/F

BO

ULEV

AR

D

WEST

FO

RMER LAKESID

E

MID

DL

EB

UR

Y

RO

AD

FO

RM

ER

OL

D

Franklin F. Najame, Trustee

underground pipe in favor of

septic and leaching areas and

utilities, parking, subsurface

Subject to an easement for

Nejame, Trustee

of Franklin F.

easement in favor

Subject to a 10'

of Connecticut, Inc.

credit resources

strip of land of

Right to use a 10'

underground pipe

leaching areas and

subsurface septic and

for utilities, parking,

of Connecticut, Inc.

of credit resources

Right to use land

access

for utilities and

Connecticut, Inc.

resource of

land of credit

Right to use

ST

RE

ET

LIN

E

AP

PR

OX.

Najame, Trustee

of Franklin F.

access in favor

utilities and

easement for

Subject to an

(151-78-156)

Connecticut (DOT)

of the state of

water in favor

discharge surface

easement to

Subject to an

discharge

Right to

conduits

water and electric

Zita S. Thomas for

Right to use land of

Eversource Energy

Company, DBA

and Power

Connecticut Light

in favor of the

electric current

transmission of

easement for

Subject to a 110'

Nejame, Trustee

favor of Franklin F.

and electric conduits in

lay and maintain water

easement to

Subject to an

Eversource Energy

Co

mpany,

DB

A

and Po

wer

Connecticut

Lig

ht

in fa

vor of th

e

electrical c

urrent

transimissio

n of

ease

ment for

Subje

ct to a 110'

Energy

Connecticut

Lig

ht and Po

wer Co

mpany,

DB

A Eversource

fixtures for th

e trans

missio

n of electricity in fa

vor of th

e

Subje

ct to an ease

ment for a lin

e of

poles,

wires, and

Connecticut (DOT) (80-78-42)

water in favor of the state of

easement to discharge surface

Subject to an

Eversource Energy

Company, DBA

and Power

Connecticut Light

favor of the

electric current in

transmission of

easement for

Subject to a 25'

129/1079201 MAPLE DR.

TOWN OF MIDDLEBURYN/F

and Power Company

of Connecticut Light

Easement in favor

Eversource Energy

Power Company, DBA

Connecticut Light and

current in favor of the

transmission of electric

easement for

Subject to a 110'

TS

EW

DR

AV

EL

UO

B

EDI

SE

KA

L

RE

MR

OF

R. Reynolds Et Al

Gavin Cronin Et Al, Clifton Cotter III, Ellen Misura and Horace

Reynolds Drive in favor of Debra Ann Delregno,

Subject to easements to pass and repass on

Et Al to pass and repass on Reynolds drive

Cronin Et Al and Horace A. Reynolds

Right to use a 7-1/2" strip of land of Clifton Cotter III, Gavin

Eversource Energy

Connecticut Light and Power Company, DBA

Subject to pole easements in favor of the

EU

NE

VA

SN

OS

RA

P

RE

MR

OF

Company, DBA Eversource Energy

the Connecticut Light and Power

electric transmission in favor of

Subject to a 110' easement for

Company, DBA Eversource Energy

Connecticut Light and Power

current in favor of the

for transmission of electric

Subject to a 110' easement

282/358FERNDALE AVE.

MARGARET KELLY MCDONALDN/F

KIERNANANGELA M.AS TRUSTEE

DILLON,JEAN V.

TRUSTEE

NEJAME,

FRANKLIN F.

TRUSTEE

NEJAME,

FRANKLIN F.

AS TRUSTEEDILLON,JEAN V.

ET ALSABETTA III

JOHN V.

ET ALREYNOLDSHORACE R.

DELREGNODEBRA ANN

DELEONEPAMELA

ET ALVALERIO

V. CHARLES

ET ALVALERIO

V. CHARLES

MIDDLEBURYTOWN OF

N/F

RUSHWORTHCHRISTINA E.

AUSTINMICHAEL D.

ET ALHAVOK

JOHN D.

AS TRUSTEEDILLON,JEAN V.

AS TR

USTEE

DIL

LO

N,

JEAN

V.

G2

D16

L1

G1

D15

M1

H4

H6

D11

K6

G3

H5

V6

K5

H7

D10

H8

D14

J5

J6

D9

I4

D7

J2

I3

J1

I1

I2

V2V9

H12

D13

D5

H13

J3

V1

J4

H9

V7

H10

I5

D6

E5

D12

D3

D4

V8

K4

K7

D2

D1

K8

D8

K3

K9

K2

K1K10

Q18

Q16

Q17

P9

Q19

Q13

Q14

Q15

P10P8

Q8

Q10

Q12

Q9

P12

P11

Q6

Q7

W7

Q5

W8

P7

Q4

P4

P1

P3

P5

P6

P2Q2

Q3

W9

Q1

W6

ROW

MAP

#151-0

3, S

H. 1

OF

4

ROW

MAP

#151-0

3, S

H. 1

OF

4

W5

W10

W4W3

W11

W2

W1

TOWN OF MIDDLEBURYN/F

E6

E7

E8

E10

CP1041

E9

E11

E12

E13

E14

E15

PAD

CONC

RE

T

WA

LL

WA

LK

CO

NC

WA

LLS

RE

T

CO

NC

WALLRET

CONC

WIR

E FE

WALK

BRIC

K

CO

NC

RET

WALL

ST

ON

E

RE

T

WA

LL

PAVED

DIT

CH

EL=499.01

END PIER

EL=497.68

END PIER

EL=502.20

END PIER

EL=500.88

END PIER

EL=504.84

END PIER

EL=503.74

END PIER

EL=508.30

END PIER

EL=507.44

END PIER

WELL

VP15

VP22

VP10

VP13

VERNAL POOL

VP20

VP8

VP4

BS

VP14

VP2

VP12

VP11

VP21

VP19

VP3

VP7

VP1

VP17

VP6

VP16

VP18

VP5

VP9

CP99

MAPLE

36"

MAPLE

12"

MAPLE

8"

E 9069

33.47N 7

58278.2

9PT STA. 8

1+49.71

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+0010+00 11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

64+

00

65+

00

66+

00

67+

00

68+

00

69+

00

70+

00

71+

00

72+

00

73+00

74+00

75+00

76+00

77+00

78+00

79+00

80+00

81+

00

82+

00

83+

00

84+

00

85+

00

151+00

152+00

153+00

154+00

155+

00

156+

00

157+

00

158+00

159+00

160+00

161+00

162+00

163+00

164+00

165+

00

166+

00

167+

00

168+

00

169+

00

170+

00

E 905991.0

7N 757980.8

9P

OB

ST

A. 0

+00.0

0

E 906634.2

5N 758115.0

7P

C

ST

A. 6

+57.0

3

E 90

7026.59

N 75

8060.67

PC S

TA. 79+

11.73

E 9076

16.50

N 7566

83.24

POB STA. 6

4+00.00

E 90

7310.78

N 75

7629.98

PT S

TA. 73+

95.74

E 9074

06.12

N 7574

22.27

PC STA. 7

1+66.30

E 907474.2

6

N 758080.4

2

PT S

TA. 15+

06.3

5

E 909112.3

7

N 758160.7

4

PO

L ST

A. 1

70+50.0

0

E 908730.4

9

N 757940.8

1

PT ST

A. 1

66+09.3

2

E 907886.4

9N 757104.8

5P

C

ST

A. 1

53+

83.9

5

E 908342.97

N 757448.33

PT STA. 159+72.39

E 908467.36

N 757673.13

PC STA. 162+29.32

42+0043+00

44+00

45+00

46+00

47+00

48+00

49+00

50+00

51+00

41+00

E 908955.1

9N 757778.1

6PT S

TA. 44+

16.8

6

E 909365.5

5N 757911.4

6P

C

ST

A. 48+

48.3

3

E 909603.5

7

N 758004.3

7

PT S

TA. 51+

03.9

8

E 909613.7

2

N 758009.0

3

PO

L S

TA. 51+

15.1

5

39+00

38+00

37+00

27+00

28+00

29+00

86+

00

87+

00

88+

00

89+

00

90+

00

91+

00

E 906812.65

N 758835.15

PT STA. 87+19.73

E 9068

34.43N 7

58710.1

9PC STA. 8

5+92.82

E 906779.22

N 759113.25

PI STA. 89+99.82

E 906758.55

N 759262.71

POL STA. 91+50.70

266+00

265+00

264+00

E 90

8707.64

N 75

7955.39

PC S

TA. 400

+24.15

401+

00

401+

50

402+

00

402+

50

E 908735.61

N 758173.10

POL STA. 402+50.00

E 908697.03

N 758033.42

PT STA. 401+05.09

E 907044.7

9N

758382.8

5P

C

ST

A. 301+

33.9

1

279+

00

280+

00

281+00

282+00

283+00

284+00

285+00

286+00

287+00

288+00

289+00

290+00

291+00

292+00

293+00

293+76

275+00276+00

277+00

278+00

273+00

274+00

270+00

271+00

272+00

269+00

268+00

267+00

E 909232.1

2

N 757529.3

4

PC

ST

A. 274+

10.9

6

E 909859.6

2

N 757668.8

5

PT STA. 2

80+81.8

8

E 910830.0

8

N 758525.5

5

POL STA. 2

93+76.3

7

E 908789.8

5

N 757659.2

5

ST

A. 269+

50.0

0

AN

GLE P

OIN

T

301+00

302+00

303+

00

305+00

306+

00

304+

00

E 907186.09

N 758426.55

PT STA. 303+23.36

E 907296.59

N 758494.15

PC STA. 304+12.90

E 907386.22

N 758634.76

PT STA. 305+85.53

E 907394.18

N 758704.76

POL STA. 306+55.96

148+00

149+00

E 907317.2

3N 756974.7

0P

OL S

TA. 148+

00.0

0

63+

00

62+

00

E 908564.6

6

N 757769.2

8

PC

ST

A. 40+

20.6

5

543+00 542+50

544+

00

545+00

E 908790.9

7N

757758.4

8P

C

ST

A. 542+

50.0

0

E 908742.4

4

N

757756.9

1

PC

C

ST

A. 542+

98.5

6

E 908692.6

8

N 757912.8

0

PT STA. 5

45+14.9

0

E 908736.8

6

N 757944.4

8

PO

E STA. 5

45+69.2

7

40+00

V

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

15" RCP

FEM

A 10

0 Year

Floo

dplain

FEMA

100

Year

Floo

dplain

FE

MA 10

0 Year

Flo

odplain

FE

MA 100

Year

Floodplain

83

CO

OR

DIN

AT

E

GRID

AD

CO

NN

EC

TIC

UT

DESIGNED BY:

MERIDEN, CONNECTICUT 06451

89 COLONY STREET

& DOLL, INC.D CARLO

DDE

PROPOSED PAVEMENT

UNDISTURBED PAVEMENT

FILL AREAS

CUT AREAS

LEGEND

DIRECTION OF TRAVEL

ROUTE 64

MIDDLEBURY

ROAD

FER

ND

ALE R

OA

D

T

L

R

CURVE NO. 1

ROUTE 64 MIDDLEBURY ROAD

= 433.51'

= 849.32'

= 1720.00'

= 28°-17'-31.99"

BASE LINE CURVE DATA

SLOPE LIMIT

APPROXIMATE

SLOPE LIMIT

APPROXIMATE

ME

MO

RI

AL

DRI

VE

FEMA 100 YEAR FLOODPLAIN

(TYPE R-B MASH)

METAL BEAM RAIL

T

L

R

CURVE NO. 2

ROUTE 63 STRAITS TURNPIKE

= 111.53'

= 221.00'

= 665.00'

= 19°-02'-29.24"

BASE LINE CURVE DATA

ROUTE 64

RO

UT

E 63

ST

RAITS T

UR

NPIK

E

KELL

Y

RO

AD

R=40'

DRI

VE

RICH

ARDSO

N

R=40'

42 L.F.- 15" RCP

WALL

PROPOSED RETAINING

T

L

R

CURVE NO. 3

RICHARDSON DRIVE

= 59.13'

= 118.04'

= 800.00'

= 08°-27'-14.36"

BASE LINE CURVE DATA

T

L

R

CURVE NO. 4

RICHARDSON DRIVE

= 72.02'

= 141.36'

= 300.00'

= 26°-59'-50.68"

BASE LINE CURVE DATA

R=40'

R=50'

RAIL (TYPE R-B MASH)

METAL BEAM

T

L

R

CURVE NO. 1

ROUTE 64 MIDDLEBURY ROAD

= 433.51'

= 849.32'

= 1720.00'

= 28°-17'-31.99"

BASE LINE CURVE DATA

ROUTE 64 CHASE PARKWAY

AP

PR

OX. M

ID

DLE

BU

RY

TO

WN

LI

NE

AP

PR

OX. W

AT

ER

BU

RY

TO

WN

LI

NE

(TYP.)

LIMITS

APPROXIMATE SLOPE

D.R.O.W.

PROPOSED

D.R.O.W.

PROPOSED

(TYPE R-B MASH)

METAL BEAM RAIL

SYSTEM (FLARED)

TYPE B IMPACT ATTENUATION

T

L

R

CURVE NO. 2

PARKWAY EXTENSION

= 194.81'

= 380.00'

= 700.00'

= 31°-06'-11.59"

BASE LINE CURVE DATA

T

L

R

CURVE NO. 1

I-84 INTERCHANGE 17 OFF RAMP

= 179.05'

= 350.15'

= 680.00'

= 29°-30'-11.21"

BASE LINE CURVE DATA

R =65'

R=60'

R=60'

R=60'

CHASE PARKWAY

ROUTE 64

MA

SO

N

AV

EN

UE

BRIDGE #03204

CH

AS

E P

AR

KW

AY

EX

TE

NSIO

N

INTERCHANGE 17 ON RAMP

INTERCHANGE 17

OFF R

AMP

WO

OS

TE

RB

RO

OK

I-84 W

B

I-84 EB

BROOK

RELOCATE

60 L.F.- 30" RCP

CHASE

PARKWAY

R=25'

INV. = 469.00

ENDWALL

INV. = 455.00

ENDWALL

T

L

R

CURVE NO. 1

INTERCHANGE 17 ON-RAMP

= 365.56'

= 668.49'

= 665.00'

= 57°-35'-46.37"

BASE LINE CURVE DATA

INTERCHANGE 17 ON

RAMP

BRIDGE #03204

I-84 E

B

CONSTRUCTION BASELINE

INTER

CH

AN

GE 17 O

N-R

AM

P

TO REMAIN

EXISTING LIGHT STANDARD

RO

UT

E 63

WOODSIDE A

VENUE

PARK AND RIDE L

OT

T

L

R

CURVE NO. 1

PARKWAY EXTENSION

= 312.87'

= 588.44'

= 700.00'

= 48°-09'-52.97"

BASE LINE CURVE DATA

(TYP.)

SLOPE LIMITS

APPROXIMATE

CONCRETE

BITUMINOUS

MULTI-USE PATH

R=44'

R=70'

ST

RAITS

TU

RN

PI

KE

AP

PR

OX. M

ID

DLE

BU

RY

TO

WN

LI

NE

AP

PR

OX. W

AT

ER

BU

RY

TO

WN

LI

NE

WO

OSTER

BROOK

ISD > 675'

ISD > 525'

242 L.F.- 15" RCP

SWALE

SWALE

SE

RVIC

E

RO

AD

CHASE PARKWAY

EXTENSION

RO

UTE 63

RO

SE

CO

UR

T

T

L

R

CURVE NO. 1

ROUTE 63 STRAITS TURNPIKE

= 105.84'

= 210.30'

= 750.00'

= 16°-03'-56.67"

BASE LINE CURVE DATA

R=40'

(TYP.)

LIMITS

APPROXIMATE SLOPE

OLD

WATER

BU

RY

RO

AD

ST

RAITS

TU

RN

PI

KE

(TYPE R-B MASH)

METAL BEAM RAIL

RO

UT

E 63

T

L

R

CURVE NO. 3

ROUTE 63 STRAITS TURNPIKE

= 63.51'

= 126.90'

= 1200.00'

= 6°-03'-33.28"

BASE LINE CURVE DATA

ST

RAIT

S

TU

RN

PI

KE

NOTE:

PROJECT.

BE REPLACED WITH MBR (TYPE R-B MASH) AS PART OF THIS

TWO CABLE GUIDE RAIL, WHICH IS BEYOND OUR PROJECT LIMIT,

IT IS RECOMMENDED THAT THE LENGTH OF 1185' OF THE EXISTING

MBR (TYPE R-B MASH).

INCLUDES REPLACEMENT OF ONLY 350' OF CABLE GUIDE RAIL WITH

PROJECT IS AT STA. 88+00 AND THIS PROJECT CONSTRUCTION

APPROXIMATELY 2,000 FEET. THE LIMIT OF CONSTRUCTION FOR THE

BEGINS AT STA. 84+50 AND CONTINUES DUE NORTH FOR

THERE IS AN EXISTING TWO CABLE GUIDE RAIL SYSTEM WHICH

BITUMINOUS CONCRETE

MULTI-USE PATH

(TYP.)

LIMITS

APPROXIMATE SLOPE

T

L

R

CURVE NO. 1

PARKWAY EXTENSION

= 312.87'

= 588.44'

= 700.00'

= 48°-09'-52.97"

BASE LINE CURVE DATA

CH

ASE

PAR

KW

AY

EX

TE

NSIO

N

BR

OO

K

WO

OSTE

R

SW

ALE

T

L

R

CURVE NO. 2

I-84 INTERCHANGE 17 OFF RAMP

= 127.97'

= 255.65'

= 2200.00'

= 6°-39'-28.64"

BASE LINE CURVE DATA

I-84 W

ESTBOUND

I-84

WESTBOUND

EXIT

17

SIDEWALK/RETAINING WALL

WATER

PROJECT NO. 80-128I-84 INTERCHANGE 17PRELIMINARY DESIGN

MULTI-USE PATH

PROPOSED DRIVEWAYS/

EXISTING STREET LINE

PROPOSED ACQUISITION LINE

(ALTERNATE)

RETAINING WALL

END CONCRETE

(TYP.)

LIMITS

APPROXIMATE SLOPE

BED MATERIAL

- 100 L.F. WITH 12" NATURAL STREAM

WITH 16'x8' CONCRETE BOX CULVERT

REPLACEMENT OF BRIDGE NO. 2006

BED MATERIAL

- 235 L.F. WITH 12" NATURAL STREAM

WITH 16'x8' CONCRETE BOX CULVERT

REPLACEMENT OF BRIDGE NO. 06812

(TYP.)

LIMITS

APPROXIMATE SLOPE

(TYP.)

LIMITS

APPROXIMATE SLOPE

(TYP.)

LIMITS

APPROXIMATE SLOPE

(TYP.)

LIMITS

APPROXIMATE SLOPE

(TYP.)

LIMITS

APPROXIMATE SLOPE

(TYPE R-B MASH)

METAL BEAM RAIL

(TYP.)

LIMITS

APPROXIMATE SLOPE

(TYP.)

LIMITS

APPROXIMATE SLOPE

(TYP.)

LIMITS

APPROXIMATE SLOPE

(TYP.)

LIMITS

APPROXIMATE SLOPE

TREES & SHRUBS TO BE REMOVED

UTILITY POLES TO BE RELOCATED