60

Proposed TH 55

Future Acquisition Line

Section Lines

Estimated Parcel Lines(For Comparison Purposes Only)

60

Proposed TH 55

Future Acquisition Line

Section Lines

Estimated Parcel Lines(For Comparison Purposes Only)

SHEET 2

CITY OF ANNANDALE

CITY OF MAPLE LAKE

CITY OF BUFFALO

CITY OF ROCKFORD

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MAP KEY

TRUNK HIGHWAY 55

SHEET 2

0 200

SCALE : 1 INCH = 200 FEET

400 600 800 1000

SHEET 2

MA

TC

H S

HE

ET

3

MA

TC

H S

HE

ET

1

50’

50’

AZ

116^ 31’ 36.00"

L =

649.728’

PI 55+63.76

X 440,160.360

Y 202,452.952

| 0^ 35’ 13.00" (RT)

D 0^ 10’ 03.28"

T 175.13’

L 350.25’

R 34,190.67’

PC 53+88.63

PT 57+38.88

AZ

117^ 06’ 49.00"

L =

3,054.317’

PI 88+60.85

X 443,095.573

Y 200,950.047

| 1^ 22’ 30.48" (LT)

D 1^ 00’ 31.69"

T 68.16’

L 136.31’

R 5,679.58’

PC 87+92.69

PT 89+29.00

AZ

115^ 44’ 18.52"

L =

919.944’

PI 99+17.32

X 444,046.153

Y 200,491.778

| 1^ 19’ 54.48" (RT)

D 0^ 59’ 28.86"

T 67.17’

L 134.34’

R 5,779.58’

PC 98+50.15

PT 99+84.49

AZ

117^ 04’ 13.00"

L =

3,000.728’

50

55

Sta

57+

38.8

8 B

K =

EQ

UA

TIO

N:

Sta

57+

38.3

7 A

H

60

65

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Sta

89+

29.0

0 B

K =

EQ

UA

TIO

N:

Sta

89+

30.2

0 A

H

90

95

Sta

99+

84.4

9 B

K =

EQ

UA

TIO

N:

Sta

99+

83.3

3 A

H

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115

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AZ

116^ 31’ 36.00"

L =

649.728’

PI 55+63.50X 440,137.800

Y 202,408.330

| 0^ 35’ 13.00" (RT)

D 0^ 10’ 04.16"

T 174.87’

L 349.74’

R 34,140.67’

PC 53+88.63

PT 57+38.37

AZ

117^ 06’ 49.00"

L =

3,054.317’

PI 88+61.45

X 443,073.319

Y 200,905.269

| 1^ 22’ 30.48" (LT)

D 1^ 00’ 00.00"

T 68.76’

L 137.51’

R 5,729.58’

PC 87+92.69

PT 89+30.20

AZ

115^ 44’ 18.52"

L =

919.944’

PI 99+16.74

X 444,023.916

Y 200,446.991

| 1^ 19’ 54.48" (RT)

D 1^ 00’ 00.00"

T 66.59’

L 133.18’

R 5,729.58’

PC 98+50.15

PT 99+83.33

WB CURVE 1440

WB CURVE 1450

WB CURVE 1460

WB

PT

. 99+

84.4

9

WB

PC

. 98+

50.1

5

WB

PT

. 89+

29.0

0

WB

PC

. 87+

92.6

9

WB

PT

. 57+

38.8

8

WB

PC

. 53+

88.6

3

EB

PC

. 53+

88.6

3

EB

PT

. 57+

38.3

7

EB

PC

. 87+

92.6

9

EB

PT

. 89+

30.2

0

EB

PC

. 98+

50.1

5

EB

PT

. 99+

83.3

3

EB CURVE 1040

EB CURVE 1050

EB CURVE 1060

L

L

AN

NA

ND

AL

E

BL

VD

.

NO

RW

AY

DR

IVE

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ND

EE

N D

RIV

E

KE

ND

AL

AV

E.

PO

PL

AR

AV

E.

PO

PL

AR

LA

NE

NE

1/4

- N

W 1

/4

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1/4

- N

E 1

/4

NE

1/4

- N

E 1

/4

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1/4

- S

W 1

/4

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1/4

- S

W 1

/4

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1/4

- S

E 1

/4

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1/4

- S

E 1

/4

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1/4

- S

W 1

/4

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1/4

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W 1

/4

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1/4

- S

E 1

/4

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1/4

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E 1

/4

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1/4

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W 1

/4

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1/4

- S

W 1

/4

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1/4

- S

E 1

/4

T

N

N

T

R

R

27

27

30 29

31 32

121

121

W

W

29

32

1

4

T

N

N

T

R

R

27

27

29 28

32 33

121

121

W

W

NE

1/4

- N

W 1

/4

SW

1/4

- S

W 1

/4

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1/4

- S

E 1

/4

32 33

1

4

1

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30 29

1

4

1

4

AZ

=

0 44’54.58" 2654.76

857.6

2

799.6

7

AZ

=

0

5

0’0

7.7

9" 2

64

9.7

0

PROPOSED C TH 55 WESTBOUND

PROPOSED C TH 55 EASTBOUND

FUTURE ACQUISITION LINE

AN

NA

ND

AL

E C

ITY

LIM

ITS

MINNESOTA DEPARTMENT OF TRANSPORTATION

Trunk Highway 55 Official Map

Annandale to Rockford - S.P. 8606-53

Examined and found this official map has been prepared in sufficient detail to permit theestablishment of future acquisition lines on the ground. Recommend approval thisday of , 200 .

Wright County Surveyor

I hearby certifiy that this map was prepared by me or under my direct supervision and that I am a duly

Registered Land Surveyor under the Laws of the State of Minnesota.

Certified byRegistered Land Surveyor

Mn/DOT District 3 OfficeLicense No. Date

The basis for the horizontal coordinates is the WrightCounty Coordinate System which is based on

For additional control information contact:Minnesota Department of Transportation

Land Management Department

1991 Industrial Park Road

Baxter, MN 56425

NAD83 \ 1996 (HARN).

The future acquistion lines shown on this official map are accurate and can be located on the ground.

WB

STA. 51+64.2684

WB

STA. 110+53.2496

X = 445070.340000Y = 200773.894000

X = 439779.448000Y = 200834.381000

X = 445031.703000Y = 198124.476000

X = 439814.128000

Y = 203488.914000