94

NB

95

NB

96

NB

97

NB

2

0

0

2

0

1

2

0

2

2

0

3

2

0

4

205

206

207

208

209

2

1

0

2

1

1

2

1

2

2

1

3

2

1

4

2

1

5

2

1

6

ONLY

ONLY

750

752

754

756

758

760

762

764

766

768

770

772

774

776

778

750

752

754

756

758

760

762

764

766

768

770

772

774

776

778

196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 216

-0.26%

1.0

0%

-1.0

0%

-0.7

1%

0.40%

0.7

3%

ST

A 2

01

+2

5.0

0

EL

7

62

.7

9

ST

A 2

04

+9

5.4

2

EL

7

62

.1

0

ST

A 2

05

+0

1.5

0

EL

7

62

.0

4

ST

A 2

04

+7

3.3

5

EL

7

61

.8

8

ST

A 2

04

+8

9.3

5

EL

7

62

.0

4

ST

A 2

05

+1

7.5

0

EL

7

61

.8

8

ST

A 2

12

+5

0.0

0

EL

7

63

.1

7

VP

C S

TA

2

06

+2

5.0

0

VP

C E

L 7

61

.1

1

VP

C S

TA

2

09

+9

0.0

0

VP

C E

L 7

61

.4

6

VP

I S

TA

2

07

+2

5.0

0

VP

I E

L 7

60

.4

0

VP

I S

TA

2

10

+5

0.0

0

VP

I E

L 7

61

.7

0

VP

T S

TA

2

08

+2

5.0

0

VP

T E

L 7

60

.8

0

VP

T S

TA

2

11

+1

0.0

0

VP

T E

L 7

62

.1

4

VCL = 200.00

K = 179.65

VCL = 120.00

K = 359.66

762.92

762.87

762.82

762.81

762.79

762.80

762.80

762.79

762.75

762.71

762.69

762.68

762.72

762.77

762.80

762.79

762.83

762.83

762.84

762.85

762.83

762.68

762.50

762.31

762.22

762.15

762.13

762.17

762.13

762.10

762.07

762.05

762.11

762.16

762.37

762.45

762.57

762.68

762.76

762.84

762.92

763.00

763.05

763.06

763.05

763.04

763.05

763.05

763.10

763.14

763.17

763.19

762.79

762.72

762.66

762.59

762.53

762.46

762.40

762.33

762.27

762.20

762.14

762.07

762.01

761.94

761.90

762.06

761.83

761.65

761.47

761.29

761.11

760.95

760.83

760.73

760.68

760.66

760.67

760.72

760.80

760.90

761.00

761.10

761.20

761.30

761.40

761.50

761.62

761.75

761.90

762.07

762.25

762.43

762.62

762.80

762.98

763.17

CTH VV (Marley Street) - Brown County

CTH C (Glendale Avenue) Plan and Profile

EXISTING

PROFILE

FINISHED

GRADE

JAMES R. AND VICTORIA M. WARD

ALLEN J. AND AUDREY SIGL

MA

RLE

Y S

T

ZEGERS FAMILY TRUST

SANDRA M. MALLOY

JOHN M. MCALLISTER

SCALE, FEET0 50 100

G

L

E

N

D

A

L

E

A

V

E

.

C

T

H

C

(

G

L

E

N

D

A

L

E

A

V

E

.

)

STEVEN L. AND TERESA S. FITZGERALD

PATRICIA M. SORENSON-SURVIVORS TRUST

GREGG H.

ERDMANN

JAY L. AND DONNA A . MEYERS

THOMAS F. HORKMAN

JOHN H. DEGROOT

CHRISTOPHER A. AND

BREANA M. PICKARD

DANIEL L. COTA

JEREMY L. AND

ALYSSA R.

MAJORS, ET. AL.

TODD M. SAYEN

ANDREW J. AND

KATHRYN A. VANDENELZEN

TYPICAL FINISHED SECTION FOR GLENDALE AVENUE

5'10'

2.5'VARIES VARIES

2.5'

10'

5'

0.5'0.5'

TLER/W

R/W

TLE

CONCRETE CURB AND GUTTER

30-INCH TYPE D

12" SELECT CRUSHED

MATERIAL

6" BASE AGGREGATE

DENSE 1 1/4-INCH

CONCRETE

SIDEWALK

0.04'/'0.04'/'

CONCRETE

SIDEWALK

CONCRETE CURB AND GUTTER

30-INCH TYPE D

GLENDALE AVE. CONSTRUCTION R/L

17'-24' 17'-24'

Driveway Locations

Sidewalk

Grass Median

Temporary Limited Easement for Sloping

Shoulder

Curb and Gutter

Roadway and Median Openings

Proposed Right of Way Line

Existing Right of Way

Slope Intercepts

Permanent Limited Easement for Sewer

03-10-2021

REMOVE EXISTING

ROAD

CT

H C