LA

ND

S

10' WIDE PUBLICSTORM SEWEREASEMENT SEE SHEET2 OF 2 FOR NOTES

10' WIDE PUBLICSTORM SEWEREASEMENT SEESHEET 2 OF 2FOR NOTES

LOT 11LOT 8

LOT 2

CSM 6407

LOT 1

CSM 9672

LOT 21

TH

E W

ILL

OW

S

TH

E W

ILL

OW

S II

LOT 20

LOT 19

LOT 80

LOT 79

LOT 78

LOT 77

LOT 76

LOT 75

LOT 74

LOT 73

LOT 72 LOT 71

LO

T 6

8

LOT 67LOT 66LOT 65

LOT 64

LOT 63

LOT 62

LOT 61

LOT 60LOT 59

LOT 58 LOT 57

OUTLOT 3

THE WILLOWS II

LOT 18

THE WILLOWS

THE WILLOWS

LOT 17

LOT 12

LOT 15

LOT 14

LOT 13

LOT 10LOT 9LOT 7LOT 6LOT 5LOT 4

LOT 3

LOT 2

LOT 1

BIG STONE TRAIL

LA

NE

WA

Y

WH

IT

E F

OX

L

AN

E

WH

IT

E F

OX

L

AN

E

LOT 1

CSM 6608

LOT 2

CSM 3977

LOT 1

CSM 3977

LANDS

LANDS

LANDS

133.87'

56.00'

238.88'

C13

53.00'

105.35'

C14

7

5

.0

0

'

8

.5

8

'

51.00'

169.19'

C

2

2

85.56'

C

2

7

C

3

0

LOT 36

10,140 SQ. FT.

0.23 ACRES

S89° 58' 39"E 340.06'

C

1

C

2

79.05'

100.82'

110.05'

N1° 42' 19"E 109.05'

70.00'

LOT 28

7,556 SQ. FT.

0.17 ACRES

LOT 27

8,022 SQ. FT.

0.18 ACRES

LOT 32

8,931 SQ. FT.

0.21 ACRES

LOT 29

8,463 SQ. FT.

0.19 ACRES

LOT 26

7,774 SQ. FT.

0.18 ACRES

LOT 25

7,284 SQ. FT.

0.17 ACRES

C24

53.54'

88.43'

70.00'

76.00'

70.00'

S1° 47' 23"W 104.05'

LOT 24

7,284 SQ. FT.

0.17 ACRES

LOT 20

9,845 SQ. FT.

0.23 ACRES

LOT 21

8,760 SQ. FT.

0.20 ACRES

LOT 19

11,054 SQ. FT.

0.25 ACRES

LOT 22

8,909 SQ. FT.

0.20 ACRES

LOT 23

7,284 SQ. FT.

0.17 ACRES

N

2

1

° 3

2

' 4

2

"E

1

2

6

.7

6

'

7

0

.0

0

'

2

1

.4

2

'

C17

S8° 5

2' 0

4"W

138.6

9'

3

8

.6

9

'

5

8

.4

8

'

N

2

1

° 3

2

' 4

2

"E

1

2

3

.5

3

'

60.03'

S1° 47' 23"W 104.05'

70.00'

46.50'

C18

S1° 47' 23"W 104.05'

LOT 30

9,754 SQ. FT.

0.22 ACRES

LOT 31

8,931 SQ. FT.

0.21 ACRES

LOT 33

8,931 SQ. FT.

0.21 ACRES

S

2

4

° 1

1

' 3

0

"

W

1

2

7

.5

8

'

7

0

.0

0

'

7

0

.0

0

'

7

0

.0

0

'

N

13° 0

2' 1

9"E 1

15.6

9'

74.03'

S

2

4

° 1

1

' 3

0

"

W

1

2

7

.5

8

'

S

2

4

° 1

1

' 3

0

"

W

1

2

7

.5

8

'

S

2

4

° 1

1

' 3

0

"

W

1

2

7

.5

8

'

LOT 38

13,881 SQ. FT.

0.32 ACRES

LOT 37

10,855 SQ. FT.

0.25 ACRES

1

3

0

.0

0

'

7

8

.0

0

'

5

9

.5

3

'

7

8

.0

0

'

8

4

.5

3

'

N

2

4

° 1

1

' 3

0

"

E

1

3

0

.0

0

'

LOT 39

12,373 SQ. FT.

0.28 ACRES

S

6

5

° 4

8

' 3

0

"

E

6

6

.9

8

'

1

3

3

.3

3

'

C

2

9

70.03'

L-12

LOT 17

12,000 SQ. FT.

0.28 ACRES

LOT 18

12,848 SQ. FT.

0.29 ACRES

LOT 14

12,117 SQ. FT.

0.28 ACRES

LOT 11

9,436 SQ. FT.

0.22 ACRES

OUTLOT 1

58,544 SQ. FT.

1.34 ACRESLOT 3

12,000 SQ. FT.

0.28 ACRES

LOT 7

14,275 SQ. FT.

0.33 ACRES

LOT 13

9,415 SQ. FT.

0.22 ACRES

LOT 12

8,719 SQ. FT.

0.20 ACRES

5

8

.8

5

'

7

5

.0

0

'

1

8

.3

8

'

S

2

1

° 3

2

' 4

2

"W

1

6

0

.0

0

'

S

2

1

° 3

2

' 4

2

"W

1

6

0

.0

0

'

136.93'

7

0

.0

0

'

S1° 47' 23"W 211.71'

70.00'

70.00'

70.00'

88.50'

S1° 47' 23"W 134.51'

S88° 12' 37"E 113.50'

45.32'

56.51'78.00'

128.91'160.00'

S88° 12' 37"E 67.85'

75.00'

LOT 16

15,871 SQ. FT.

0.36 ACRES

LOT 10

10,174 SQ. FT.

0.23 ACRES

LOT 9

11,167 SQ. FT.

0.26 ACRES

LOT 8

11,289 SQ. FT.

0.26 ACRES

LOT 6

11,585 SQ. FT.

0.27 ACRES

LOT 5

10,301 SQ. FT.

0.24 ACRES

LOT 4

12,000 SQ. FT.

0.28 ACRES

LOT 2

12,000 SQ. FT.

0.28 ACRES

N

5

4

°

1

2

'

5

1

"

W

1

0

0

.0

0

'

6

6

.4

3

'

7

0

.0

0

'

6

7

.4

5

'

N

4

6

°

0

0

'

3

9

"

W

1

5

9

.5

3

'

8

1

.4

4

'

70.00'

7

1

.7

8

'

N

4

6

°

0

0

'

3

9

"

W

1

5

9

.5

3

'

C

6

C7

N

4

6

°

4

4

'

2

4

"

W

1

5

9

.5

6

'

S

6

5

° 5

7

' 3

9

"

E

1

5

4

.0

1

'

110.11'

1

0

5

.0

0

'

N85° 10' 53"W

129.57'

75.00'

C

3

75.00'

C

2

8

175.11'

75.00'

61.66'

75.00'

36.54'

L

-

6

60.02'

161.79'

48.44'

5

7

.7

5

'

L-7

C23

8

6

.0

8

'

70.00'

S

4

3

°

5

9

'

2

1

"

W

2

0

3

.8

8

'

70.00'

LOT 1

84,052 SQ. FT.

1.93 ACRES

70.00'

55.80'

LOT 15

17,521 SQ. FT.

0.40 ACRES

OUTLOT 2

23,682 SQ. FT.

0.54 ACRES

N0° 01' 21"E 178.49'

N1° 43' 20"E 107.03'

2

5

.0

0

'

SECTION 21

SECTION 20

N 1° 47' 37" E

1523.09'

SECTION 21

SECTION 20

1

0

4

.2

1

'

1

0

4

.2

1

'

38.06'

3

0

.2

9

'

70.00'

70.00'

70.00'

7

0

.0

0

'

7

0

.0

7

'

9

1

.0

1

'7

0

.0

0

'

7

0

.0

0

'

8

6

.3

8

'

SEC

TIO

N 21

SEC

TIO

N 16

( N

89° 38' 09" E 445.00' ) P

ER

C

SM

6407

L-3

75.00'

ZONING: (SR-C1)

C

3

3

LOT 40

10,122 SQ. FT.

0.23 ACRES

70.00'

125.00'

SW-NW

SE-NENE-NE

NW-NWSW-SW

SE-SENE-NE

SECTION 16

PE

AC

H L

EA

F L

AN

E

CA

PE

S

IL

VE

R W

AY

BURNT SIENNA DRIVE

D

R

A

G

O

N

W

IL

L

O

W

L

A

N

E

OL

D S

AU

K R

OA

D

SCHEWE ROAD

NW-NW SW-NW

VARIES

9 3'

33' 33' 27'

40' 33' 27'

40' 33'

33'

40' 60'

SEC

TIO

N 20

SEC

TIO

N 17

BURNT SIENNA DRIVE

LOT 1

CSM XXXX

N 1° 40' 38" E 502.82'

S 1° 47' 23" W

NORTHWEST CORNER SECTION

21-T7N-R8E FOUND 1-1/4" REBAR

N: 482,873.23 E: 773,840.39

( 482,873.27 ) ( 773,840.41 )

PER TOWN OF MIDDLETON REMONUMENTATION MAP

( 482,873.12 ) ( 773,840.34 )

PER SANDSNES TIE SHEET 2-16-2004

N 1° 40' 38" E 2660.64' MONUMENT TO MONUMENT

( N 1° 40' 49" E 2660.68' ) PER TOWN OF

MIDDLETON REMONUMENTATION MAP

( N 1° 40' 44" E 2660.57' ) PER THE WILLOWS II

( N 1° 17' 16" E 2660.70' ) PER CSM 6407

649.21'

( N 1° 17' 39" E ) PER CSM 9627 ( 502.66' )

( S 1° 24' 07" W ) PER CSM 6407

( S 1° 47' 23" W ) PER THE WILLOWS

( 1523.00' ) PER CSM 6407

( 1523.00' ) PER THE WILLOWS

( N

89° 58' 35" W

) P

ER

TH

E W

ILLO

WS II

( N 1° 47' 23" E 371.00' ) PER THE WILLOWS II

( N 1° 24' 07" E 371.00' ) PER CSM 6407

( N

89° 38' 09" W

)

OF TH

E N

OR

TH

WEST Q

UA

RTER

NW-NW35' 35'

35' 35'7 0'

5 6'

SECTION 17

30'

30'

30'

6 0'

6 6'

CA

PE

S

IL

VE

R

28' 28'5 6'

5 6'

6 0'

30'

30'

S 89° 58' 39" E 2647.98' M

ON

UM

EN

T TO

M

ON

UM

EN

T

( N

89° 38' 05" E 2647.91' )

PER

C

SM

9672

( S 89° 58' 35" E 2647.98' )

PER

TH

E W

ILLO

WS

OUTLOT 3

54,407 SQ. FT.

1.25 ACRES

N

3

8

°

1

0

'

1

3

"

E

2

5

3

.3

4

'

3

0

1

.2

9

'

N 00° 01' 21" E

N

3

8

°

1

0

'

1

3

"

E

1508.61'

L-1

208.06'

S 89° 58' 39" E

444.95'

S 89° 58' 39" E

SO

UTH

LIN

E O

F TH

E N

OR

TH

WEST Q

UA

RTER

LOT 45

78,901 SQ. FT.

1.81 ACRES

N

4

6

°

0

0

'

3

9

"

W

1

7

5

.3

2

'

20' W

IDE

EXIS

TING

PRI

VATE

SAN

ITAR

YSE

WER

EAS

EMEN

T PE

R CS

M x

xxx

LOT 41

8,750 SQ. FT.

0.20 ACRES

LOT 43

11,359 SQ. FT.

0.26 ACRES

83.91'

7 0'

LOT 44

11,359 SQ. FT.

0.26 ACRES

LOT 42

11,359 SQ. FT.

0.26 ACRES

N88° 12' 37"W

162.28'

N88° 12' 37"W

162.28'

37.28'

70.00'

70.00'

70.00'

70.00'

S88° 12' 37"E 162.28'

89.06'

OU

TL

OT

2

S1° 47' 23"W 160.00'

EXISTING PUBLIC STORMWATER EASEMENTCREATED PER CSM XXXX

OUTLOT 3 EXTENTS ARE COINCIDENTALTO EXISTING PUBLIC STORM WATEREASEMENT PER CSM XXXX

160.00'

351.60'

S1° 47' 23"W 104.05'

C

3

5

C

1

0

C31

38"X60" HERCP

N 89° 58' 09" W

445.05'

WEST LINE OF THE NORTHWEST QUARTER

C

16

137.54'

33' EX

ISTIN

G R

IG

HT-O

F-W

AY

A

ND

27' A

DD

ITIO

NA

L "D

ED

IC

ATED

TO

TH

E P

UB

LIC

"

20' WIDE PRIVATE SANITARYSEWER EASEMENT TO BENEFITLOT 1 OF CSM xxxx

C

3

6

EXISTING SEPTICSYSTEM FOR LOT 1OF CSM XXXX TO BEREMOVED

PERM

ANEN

T LI

MIT

ED E

ASEM

ENTS

FOR

PUB

LIC

SANI

TARY

SEW

ER P

URPO

SES

TO T

HE C

ITY

OF M

ADIS

ONPE

R DO

CUM

ENT

NO. 5

3184

71 A

ND 5

3184

72. L

IMIT

S CO

INCI

DENT

AL T

O PR

OPOS

ED R

IGHT

-OF-

WAY

S

PE

AC

H L

EA

F

274.77'

W

H

IT

E

F

O

X

L

A

N

E

L-2

56.00'

C

2

5

5

7

.2

5

'

9

0

.9

8

'

LOT 34

10,656 SQ. FT.

0.24 ACRES

73.75'

1769.15'

433.88'

LOT 35

15,385 SQ. FT.

0.35 ACRES

C

2

6

THE WILLOWS

1

2

3

4

5 6

7

8

9

10

11

12

13

14

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

160.00'

S1° 47' 23"W 160.00'

S88° 12' 37"E 225.00'

71.97'

S1° 47' 23"W 231.97'

S88° 12' 37"E 330.35'

83.80'

"D

ED

IC

ATED

TO

TH

E P

UB

LIC

"

28' 28' 594.77'

S1° 47' 23"W 228.91'

OUTLOT 1

N88° 12' 37"W

307.50'

N

4

3

°

5

9

'

2

1

"

E

2

0

3

.8

8

'

S88° 12' 37"E 162.28'

S1° 47' 23"W 372.34'

N1° 47' 23"E 164.61'

15

N1° 47' 23"E 353.52'

S88° 12' 37"E 125.00'

N1° 47' 23"E 153.91'

S1° 47' 23"W 134.51'

N1° 47' 23"E 98.32'

S88° 12' 37"E 80.08'

N

4

3

°

5

9

'

2

1

"

E

2

3

8

.7

1

'

S88° 12' 37"E 307.50'

33

34

N88° 12' 37"W

286.00'

35

36

37

38

39

OUTLOT 2

40

41

42

4344

45

OUTLOT 3

N

2

4

° 1

1

' 3

0

"

E

1

9

1

.0

8

'

"DEDICATED TO THE PUBLIC"

LOT 16

( N

89° 38' 09" E )

PER

C

SM

6407

"DEDICATED TO THE PUBLIC"

N

6

8

° 2

7

' 1

8

"W

1

0

0

.0

0

'

S

6

8

° 2

7

' 1

8

"E

1

0

0

.0

0

'

LOT 46

74,998 SQ. FT.

1.72 ACRES

L-9

N0° 01' 21"E 383.98'

46

294.92'

143.52'

32.38'

28' 28'

28' 28'

28'

"D

ED

IC

ATED

TO

TH

E P

UB

LIC

"

"

D

E

D

IC

A

T

E

D

T

O

T

H

E

P

U

B

L

IC

"

30'

30'

6 0'

7 0'

35' 35'

35' 35'

"

D

E

D

IC

A

T

E

D

T

O

T

H

E

P

U

B

L

IC

"

6 0'

30'

30'

BU

R

N

T S

IE

N

N

A

D

R

IV

E

33' 60'

60'

OL

D S

AU

K R

OA

D

40' 60'

100'

5 6'

28' 28'

S

6

5

° 4

8

' 3

0

"

E

3

0

5

.9

4

'

S89° 58' 39"E 340.06'

N0° 01' 21"E 178.49'

N89° 58' 39"W

78.53'

N88° 12' 37"W

333.62'

S88° 12' 37"E 75.09'

S

4

3

°

5

9

'

2

1

"

W

2

0

3

.8

8

'

30'

3

0'6

0'

7 0'

35' 35'

N 89° 58' 59" W

( S 89° 38' 09" W

)

( S 89° 39' 48" W

)

( N

89° 58' 35" W

)

431.54'

( 431.57' )

( 431.57' )

( 431.57' )

35' 35'

PER

TH

E W

ILLO

WS II

PER

C

SM

9672

PER

C

SM

6407

7 0'35' 35'

35' 35'7 0'

6 0'

30'

30'

100'

93'

370.96'

OUTLOT 2

CSM XXXX

122.36'

THE WILLOWS II

6 6'33' 33'

10' WIDE PUBLICSTORM SEWEREASEMENT SEE SHEET2 OF 2 FOR NOTES

10' WIDE PUBLICSTORM SEWEREASEMENT SEE SHEET2 OF 2 FOR NOTES

S

6

8

° 2

7

' 1

8

"E

1

5

2

.2

3

'

10' WIDE PUBLICSTORM SEWEREASEMENT SEE SHEET2 OF 2 FOR NOTES

10' WIDE PUBLICSTORM SEWEREASEMENT SEE SHEET2 OF 2 FOR NOTES

C8

N

2

4

° 1

1

' 3

0

"

E

1

7

9

.1

5

'

S0° 01' 21"W 320.67'

36'

30'

6 6'

1

5

.4

9

'

10.08'

L-4

L-5

( 445.00' )

PER

C

SM

6407

2

3

.1

7

'

( S88° 12' 37"E 75.00' )

S88° 12' 37"E 108.96'

( S88° 12' 37"E 109.00' )

PER

TH

E W

ILLO

WS

PER

TH

E W

ILLO

WS

S

6

5

° 4

8

' 3

0

"

E

1

6

0

.7

0

'

N

6

5

° 4

8

' 3

0

"

W

3

0

1

.9

9

'

1

.0

1

'

S

2

4

° 1

1

' 3

0

"

W

1

9

1

.0

8

'

N

6

5

° 4

8

' 3

0

"

W

1

6

2

.5

3

'

36'

3

0'

( 595.00' )

36'

3

0'

300.93'

PER THE WILLOWS ( 306.80' )

PER THE WILLOWS II

( 136.83' )

PER THE WILLOWS

306.63'

PER THE WILLOWS

( 73.72' )

PER THE WILLOWS

( 238.62' )

PER THE WILLOWS

( 74.39' )

C

3

7

PER

TH

E W

ILLO

WS II

196.95'

4

9

.1

5

'

308.98'

108.46'

9.00'

L-11

L-8

L-10

20' EXISTING PUBLIC PEDESTRIAN / BIKE PATH EASEMENT PER CSM XXXXX

NW-NWSW-SW

NW-NW SW-NW

C

3

4

C

4

EX

C1

C

9

6 6'

C15

N1° 47' 23"E

50.15'

EXC2

53.56'

N1° 47' 23"E

( 50.12' )

PER THE WILLOWS II

( 300.97' )

( 53.51' )

PER THE WILLOWS II

C

5

C

1

2

C

1

9

C

1

1

C

2

0

C

3

2

C21

223.18'

"DEDICATED TO THE PUBLIC"

FOR PUBLIC STORMWATER

MANAGEMENT PURPOSES

"DEDICATED TO THE PUBLIC"

FOR PUBLIC STORMWATER MANAGEMENT PURPOSES

30'

3

0'

6 0'6

0'30

'

3

0'

28'

6 6'

12'

12'

12'

12'

12'12

'12'

12'

12'

"DEDICATED TO THE PUBLIC"

FOR PUBLIC STORMWATER MANAGEMENT PURPOSES

AND FOR PEDESTRIAN/ BIKE PATH PURPOSES

12'

12'

12'

12'

12'

6'

12'

12'

6'

6'

6'

6'6'

6'6'

6'

6'

12'

6'6'

12'

6'6'

12'

NO ACCESS TOOLD SAUK ROAD

NO ACCESS TOOLD SAUK ROAD

6 0'

30'

30'

12'

6' 6'

6'6'

6'6'

139.14'

74.41'6'

6'

6'

12'

10'

10'

12'

12'

12'

10'

5' 5'5' 5'

10'

6' 6'

10'

10'

10'

10'

10'

10'

6'

6'

6'

6'

6'

6'

6'6'

6'

6'

6'

6'

6'

6'

6'

6'

5'5'

10'

10'

10'

6'

6'

6'

6'

6'

6'6'

160.00'

6'

6'6'

6'

6'

6'

6'

6'

6'

6'

12'

6'

6'

10'

154.08'

10'

20'

20'

209.95'

E-1

E-2

E-3E-4

S88°

12' 3

7"E

174

.57'

N88° 1

2' 3

7"W

182

.86'

20'

20'

E-5

E-620.00' 81.96'

6'

6'

CHAPEL VIEW

LOT 2 OF CERTIFIED SURVEY MAP NO. 6407 RECORDED ON MAY 21, 1991 IN VOLUME 31 OF CERTIFIED SURVEY MAPS ON PAGES 120-122 AS DOCUMENT NO. 2263459 AND OUTLOT 2 OF CERTIFIED SURVEY MAP XXXXXX, RECORDED ON XXXXXXXX, XX,2018, IN VOLUME XX OF CERTIFIED SURVEY MAPS, ON PAGES XXX-XXX AS DOCUMENT NO. XXXXXXXXX, ALL BEING A PART OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER AND SOUTHWEST QUARTER OF THE NORTHWEST QUARTER

OF SECTION 21, TOWN 7 NORTH, RANGE 8 EAST, CITY OF MADISON, DANE COUNTY, WISCONSIN.

NORTH

1

4

CORNER SECTION 21-T7N-R8E FOUND

4 TIES AND AND AN INACCESSIBLE MONUMENT

BOX REPRESENTING THE NORTH

1

4

CORNER

OLD

SAUK

ROA

D

LOCATION MAP NOT TO SCALE

ON O'NEIL TIE SHEET 12-16-2008

N: 482,872.19 E: 776,488.37

( 482,872.03 ) ( 776,488.32 )

PER SANDNES TIE SHEET 2-16-2004

LINE TABLELINE # BEARING LENGHT

N 88° 12' 37" W 40.83'L-4

* PER CSM 6407** PER CSM 9672

WEST

1

4

CORNER SECTION 21-T7N-R8E

FOUND ALUMINUM MONUMENT

N: 480,213.73 E: 773,762.52

( 480,213.74 ) ( 773,762.40 )

PER TOWN OF MIDDLETON

REMONUMENTATION MAP

( 480,213.69 ) ( 773,762.39 )

PER SANDSNES TIE SHEET 1-12-2007

N 0° 01' 21" E 36.13'L-3

NE-NE SE-NE

SW-NW

NW-NW

"THIS""PLAT"

2021

1617

NE-NW SE-NW

THIS PORTION OF SCHEWE ROADRIGHT-OF-WAY IS 66' WIDE BASED ONDEDICATION IN CSM 7671 AND THESECTION OF THE ROAD DEFINED INTHE DANE COUNTY HIGHWAYREGISTRY FOR THE TOWN OFMIDDLETON ON PAGES 19-21, AS SETFORTH ON JUNE 10, 1850 AS 4 RODS.THIS PORTION OF SCHEWE ROAD IS TOBE DISCONTINUED AND REALIGNED BYOTHER DEVELOPMENT.

NW 1/4 OF SECTION 21 - T7N- R8E

LEGEND

CENTERLINE

RIGHT-OF-WAY LINE

PLATTED LINE

PLAT BOUNDRY LINE

SECTION/QUARTER LINE

FOUND 3/4" REBAR

EXISTING EASEMENT

PUBLIC UTILITY EASEMENT

0' 40' 120'80'

SCALE: 1 INCH = 80 FEET

GRID NORTH

NORTH REFERENCE FOR THIS SURVEY AND PLAT AREBASED ON THE WISCONSIN COORDINATE REFERENCESYSTEM, WISCRS DANE, NAD 83 (2011), GRID NORTH.THE NORTH LINE OF THE NORTHWEST QUARTER OF

SECTION 21 BEARS S 89 58' 39" E

RECORDED AS ( XXX )

CHORD LINE

SET 1-1/4" X 18" REBAR4.30 LBS./LIN. FT.

FOUND PLSS SECTIONMONUMENT TYPE NOTED

PRIVATE SANITARY EASEMENT

FOUND 1-1/4" REBAR

F

O

R

WA

R

D

There are no objections to this plat with respect to Secs. 236.15, 236.16, 236.20 and 236.21(1) and (2),Wis. Stats. as provided by s. 236.12, Wis. Stats.

Certified __________________, 20_____

Department of Administration

N 89° 36' 45" E 56.61'L-1

N 1° 47' 37" E 60.03'L-2

( S 1° 24' 07" W )( * )

( S 1° 24' 42" W )( ** )

S 88° 12' 37" E 40.83'L-5

S 65° 48' 30" E 31.28'L-6

S 89° 58' 59" E 12.33'L-7

N 89° 58' 59" W 10.15'L-8

S 89° 58' 39" E 11.11'L-9

S 89° 58' 39" E 6.00'L-10

S 88° 12' 37" E 34.22'L-11

N 88° 12' 37" W 51.29'L-12

FOUND 1-1/4" IRON PIPE

EXISTING SEPTIC VENT

SURVEYED BY:WYSER ENGINEERING312 EAST MAIN STREETMOUNT HOREB, WI 53572www.wyserengineering.com

SHEET 1 OF 2 SHEETS REVISED xx/xx/2018

NO ACCESS

CURVE TABLE

CURVE #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

CURVE LENGTH

39.27'

38.50'

40.04'

138.13'

2.29'

60.38'

60.38'

15.07'

88.38'

71.20'

17.18'

39.27'

61.37'

42.06'

61.37'

39.38'

21.99'

42.06'

39.27'

40.04'

RADIUS

25.00'

25.00'

25.00'

180.00'

180.00'

180.00'

180.00'

180.00'

120.00'

120.00'

120.00'

25.00'

178.00'

122.00'

178.00'

178.00'

178.00'

122.00'

25.00'

25.00'

DELTA

90° 00' 00"

88° 13' 58"

91° 46' 02"

43° 58' 00"

0° 43' 46"

19° 13' 14"

19° 13' 14"

4° 47' 46"

42° 11' 58"

33° 59' 46"

8° 12' 12"

90° 00' 00"

19° 45' 19"

19° 45' 19"

19° 45' 19"

12° 40' 35"

7° 04' 44"

19° 45' 19"

90° 00' 00"

91° 46' 22"

CHORD BEARING

N45° 01' 21"E

N44° 05' 38"W

N45° 54' 22"E

N22° 00' 21"E

N43° 37' 28"E

N33° 38' 59"E

N14° 25' 44"E

N2° 25' 14"E

N22° 53' 22"E

N18° 47' 16"E

N39° 53' 15"E

N43° 12' 37"W

N78° 19' 58"W

N78° 19' 58"W

S78° 19' 58"E

S74° 47' 35"E

S84° 40' 15"E

S78° 19' 58"E

N46° 47' 23"E

N44° 05' 48"W

CHORD LENGTH

35.36'

34.81'

35.90'

134.76'

2.29'

60.10'

60.10'

15.06'

86.40'

70.16'

17.17'

35.36'

61.07'

41.86'

61.07'

39.30'

21.98'

41.86'

35.36'

35.90'

TANGENT IN

S88° 12' 37"E

N43° 59' 21"E

N43° 15' 36"E

N24° 02' 21"E

N4° 49' 07"E

N68° 27' 18"W

S68° 27' 18"E

S81° 07' 53"E

TANGENT OUT

N43° 59' 21"E

N43° 15' 36"E

N24° 02' 21"E

N4° 49' 07"E

N0° 01' 21"E

N1° 47' 23"E

N88° 12' 37"W

N88° 12' 37"W

S81° 07' 53"E

S88° 12' 37"E

C21

C22

C23

C24

C25

C26

C27

C28

C29

C30

C31

C32

C33

C34

C35

C36

C37

EXC1

EXC2

141.35'

65.21'

66.16'

9.97'

18.69'

46.86'

39.27'

34.90'

60.46'

39.27'

111.81'

38.50'

132.57'

92.08'

75.92'

16.16'

39.27'

158.40'

191.26'

335.00'

335.00'

335.00'

335.00'

421.00'

491.00'

25.00'

220.00'

280.00'

25.00'

265.00'

25.00'

180.00'

120.00'

120.00'

120.00'

25.00'

421.00'

280.00'

24° 10' 29"

11° 09' 11"

11° 18' 58"

1° 42' 20"

2° 32' 38"

5° 28' 06"

90° 00' 00"

9° 05' 17"

12° 22' 16"

90° 00' 00"

24° 10' 29"

88° 13' 38"

42° 11' 58"

43° 58' 00"

36° 15' 03"

7° 42' 58"

90° 00' 00"

21° 33' 29"

39° 08' 11"

N77° 53' 45"W

N71° 23' 06"W

N82° 37' 10"W

N89° 07' 49"W

N67° 04' 49"W

S68° 32' 33"E

N69° 11' 30"E

N19° 38' 51"E

S18° 00' 22"W

S20° 48' 30"E

S77° 53' 45"E

S45° 54' 12"W

S22° 53' 22"W

S22° 00' 21"W

S18° 08' 52"W

S40° 07' 52"W

S44° 58' 39"E

N79° 07' 52"W

S7° 44' 52"E

140.30'

65.11'

66.06'

9.97'

18.69'

46.84'

35.36'

34.86'

60.34'

35.36'

110.98'

34.80'

129.60'

89.84'

74.66'

16.15'

35.36'

157.47'

187.56'

N65° 48' 30"W

N76° 57' 41"W

N88° 16' 40"W

S65° 48' 30"E

S24° 11' 30"W

N89° 58' 59"W

S43° 59' 21"W

N68° 21' 08"W

S11° 49' 14"W

N76° 57' 41"W

N88° 16' 40"W

N89° 58' 59"W

N68° 21' 08"W

S71° 16' 36"E

N24° 11' 30"E

N15° 06' 13"E

S11° 49' 14"W

S1° 47' 23"W

S0° 01' 21"W

N89° 54' 37"W

S27° 18' 57"E

S89° 58' 39"EN0° 01' 21"E

N88° 12' 37"WN0° 01' 21"E

N0° 01' 21"E

N0° 01' 21"E

N43° 59' 21"E

N35° 47' 09"EN1° 47' 23"E

N35° 47' 09"EN43° 59' 21"E

N1° 47' 23"E

N68° 27' 18"WN88° 12' 37"W

S68° 27' 18"E S88° 12' 37"E

S88° 12' 37"E S68° 27' 18"E

S88° 12' 37"EN1° 47' 23"E

N1° 47' 23"EN89° 58' 59"W

N65° 48' 30"WN89° 58' 59"W

N65° 48' 30"W

S65° 48' 30"E

N24° 11' 30"E

S65° 48' 30"ES24° 11' 30"W

S89° 58' 59"E S65° 48' 30"E

S1° 47' 23"W

S43° 59' 21"W

S36° 16' 24"WS0° 01' 21"W

S36° 16' 24"WS43° 59' 21"W

S89° 58' 39"E S0° 01' 21"W

1. FIELD WORK PERFORMED BY WYSER ENGINEERING, LLC. ON THE WEEK OF NOVEMBER 27TH, 2017 ANDXXXXXXXXXXX XXTH, 2018 .

2. ALL DIMENSIONS MEASURED AND SHOWN ARE TO THE NEAREST ONE HUNDREDTH OF A FOOT; ALLANGLES MEASURED TO THE NEAREST THREE SECONDS AND COMPUTED TO THE NEAREST ONE SECOND.

3. ALL INTERIOR LOT AND OUTLOT CORNERS NOT SHOWN, ARE MONUMENTED WITH 3/4" X 18" REBAR =1.55 LBS./LIN. FT.

4. ALL RIGHT-OF-WAYS DEPICTED WITHIN THE PLAT BOUNDARY ARE "DEDICATED TO THE PUBLIC" .

5. SEE THE DECLARATION OF COVENANTS AND RESTRICTIONS FOR FURTHER DETAILS ON THE EASEMENTCREATED FOR PRIVATE SANITARY SEWER EASEMENT FOR LOT 1 OF CSM XXXX TO SERVE THE EXISTINGCHURCH ON SAID LOT 1 OF CSM XXXXXX.

6. PUBLIC UTILITY EASEMENTS SET FORTH HEREIN ARE FOR THE USE OF PUBLIC BODIES AND PRIVATEPUBLIC UTILITIES HAVING THE RIGHT TO SERVE THIS SUBDIVISION. NO UTILITY POLE, PEDESTAL ORCABLE SHALL BE PLACED SO AS TO DISTURB ANY SURVEY MONUMENT OR OBSTRUCT VISION ALONGANY LOT OR STREET LINE. THE UNAUTHORIZED DISTURBANCE OF A SURVEY MONUMENT IS A VIOLATIONOF s.236.32 OF WISCONSIN STATUTES. ADDITIONALLY SEE SHEET 2 OF 2 FOR CREATION OF RIGHTS.

7. SEE SHEET 2 OF 2 FOR ADDITION NOTES AND DETAILS

NOTES

NOTE:

LOT 1 AND OUTLOT 2 OF CSM XXXX AREIN REFERENCE TO A CURRENT LANDDIVISION IN PROGRESS FOR 645 SCHEWEROAD AND INFORMATION WHERE NOTEDAS SUCH WILL BE UPDATED ANDINSERTED WHEN RECORDINGINFORMATION IS AVAILABLE.

STORM SEWER EASEMENT

EASEMENT LINE TABLELINE # BEARING LENGHT

E-4

E-1

E-2

E-5

E-6

21.42

22.04

38.03

20.00

25.04

29.20

S88° 12' 37"E

N88° 12' 37"W

S43° 12' 37"E

S1° 47' 37"W

N43° 12' 37"W

N0° 01' 21"E

E-3

PREPARED FOR:

ENCORE HOMES, INC.6840 SCHNEIDER ROADMIDDLETON, WI 53562

PUBLIC RIGHT-OF-WAY

LOTLOT LOT

LOT

LOT

OU

TLO

T FO

R

DR

AIN

AG

E

6'

PLAT LIMITS

LOT

PLAT LIMITS

6'

6' 6'

12'

12'

12'

12'

TWO OR MORE LOTSWITH A SHAREDDRIVE OR COMBINEDFOR A SINGLEDEVELOPMENT

PUBLIC EASEMENT FOR DRAINAGE PURPOSES PER MGO 16.23(9)(d)2.a

CHAPEL VIEW

LOT 2 OF CERTIFIED SURVEY MAP NO. 6407 RECORDED ON MAY 21, 1991 IN VOLUME 31 OF CERTIFIED SURVEY MAPS ON PAGES 120-122 AS DOCUMENT NO. 2263459 AND OUTLOT 2 OF CERTIFIED SURVEY MAP XXXXXX, RECORDED ON XXXXXXXX, XX,2018, IN VOLUME XX OF CERTIFIED SURVEY MAPS, ON PAGES XXX-XXX AS DOCUMENT NO. XXXXXXXXX, ALL BEING A PART OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER AND SOUTHWEST QUARTER OF THE NORTHWEST QUARTER

OF SECTION 21, TOWN 7 NORTH, RANGE 8 EAST, CITY OF MADISON, DANE COUNTY, WISCONSIN.

SHEET 2 OF 2 SHEETS REVISED xx/xx/2018

SURVEYED BY:WYSER ENGINEERING312 EAST MAIN STREETMOUNT HOREB, WI 53572www.wyserengineering.com

OFFICE OF THE REGISTER OF DEEDS COUNTY, WISCONSIN

RECEIVED FOR RECORD ,

20 AT O'CLOCK M AS

DOCUMENT #

IN VOL. OF PLATS,

ON PAGE(S) .

REGISTER OF DEEDS

F

O

R

WA

R

D

There are no objections to this plat with respect to Secs. 236.15, 236.16, 236.20 and 236.21(1) and (2),Wis. Stats. as provided by s. 236.12, Wis. Stats.

Certified __________________, 20_____

Department of Administration

I, JULIUS W. SMITH , PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY: THAT IN FULL COMPLIANCE WITH THEPROVISIONS OF CHAPTER 236 OF THE WISCONSIN STATUTES, AND PROVISIONS AS STATED IN CHAPTER 16.23 - LANDSUBDIVISION REGULATIONS , CITY OF MADISON - CODE OF ORDINANCES AND UNDER THE DIRECTION OF ENCOREHOMES, INC. , I HAVE SURVEYED, DIVIDED AND MAPPED CHAPEL VIEW; THAT SUCH PLAT CORRECTLY REPRESENTS ALLEXTERIOR BOUNDARIES AND THE SUBDIVISION OF THE LAND SURVEYED; AND THAT THIS LAND IS LOCATED IN THENW-1/4 OF THE NW-1/4 AND SW-1/4 OF THE NW-1/4 OF SECTION 21, T7N, R8E, CITY OF MADISON , DANE, COUNTY,WISCONSIN, CONTAINING 23.73 ACRES OF LAND AND DESCRIBED AS FOLLOWS:

LOT 2 OF CERTIFIED SURVEY MAP NO. 6407 RECORDED ON MAY 21, 1991 IN VOLUME 31 OF CERTIFIED SURVEY MAPS ONPAGES 120-122 AS DOCUMENT NO. 2263459 AND OUTLOT 2 OF CERTIFIED SURVEY MAP NO. XXXXX RECORDED ONXXXXXXX XX, 2018 IN VOLUME XX OF CERTIFIED SURVEY MAPS ON PAGES XXX-XXX AS DOCUMENT NO. XXXXXXXX , ALLBEING A PART OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER AND SOUTHWEST QUARTER OF THENORTHWEST QUARTER OF SECTION 21, TOWN 7 NORTH, RANGE 8 EAST, CITY OF MADISON, DANE COUNTY, WISCONSIN.

LOT 2 OF CERIFIED SURVEY MAP NO. 6407 SUBJECT TO EXISTING 33 FOOT RIGHT-OF-WAY OF OLD SAUK ROAD

SAID PARCEL CONTAINS 1,033,883 SQUARE FEET OR 23.73 ACRES INCLUDING EXISTING 33 FOOT RIGHT-OF-WAY OF OLDSAUK ROAD, OR 1,019,200 SQUARE FEET OR 23.40 ACRES EXCLUDING 33 FOOT RIGHT-OF-WAY.

DATED THIS 19TH DAY OF JUNE, 2018.

JULIUS W. SMITH, S-3091WISCONSIN PROFESSIONAL LAND SURVEYOR

REVISED THIS XTH DAY OF XXXXXXXX, 2018.

SURVEYOR'S CERTIFICATE

PREPARED FOR:ENCORE HOMES, INC.6840 SCHNEIDER ROADMIDDLETON, WI 53562

CHAPEL VIEW LAND COMPANY, LLC AS OWNER, WE HEREBY CERTIFY THAT WE CAUSED THE LAND DESCRIBEDON THIS PLAT TO BE SURVEYED, DIVIDED, MAPPED AND DEDICATED AS REPRESENTED ON THE PLAT. WE ALSOCERTIFY THAT THIS PLAT IS REQUIRED BY S.236.10 OR S.236.12 TO BE SUBMITTED TO THE FOLLOWING FORAPPROVAL OR OBJECTION:

DEPARTMENT OF ADMINISTRATIONCOMMON COUNCIL, CITY OF MADISONDANE COUNTY ZONING AND NATURAL RESOURCES COMMITTEE

WITNESS THE HAND AND SEAL OF SAID OWNER THIS _______ DAY OF___________________, 20___.IN PRESENCE OF:

____________________________________________CHAPEL VIEW LAND COMPANY, LLCBY: MANAGING MEMBER

STATE OF WISCONSIN)______________COUNTY) SS.

PERSONALLY CAME BEFORE ME THIS ___________ DAY OF______________________, 20____,

THE ABOVE NAMED _________________________________ MANAGING MEMBER FOR CHAPEL VIEW LAND COMPANY, LLCTO ME KNOWN TO BE THE SAME PERSON WHO EXECUTED THE FOREGOING INSTRUMENTAND ACKNOWLEDGED THE SAME.

_____________________________________________

NOTARY PUBLIC, _______,WISCONSIN

MY COMMISSION EXPIRES __________________________.

OWNER'S CERTIFICATE OF DEDICATION

STATE OF WISCONSIN)DANE COUNTY) SS.

I, DAVID GAWENDA, BEING THE DULY APPOINTED, QUALIFIED AND ACTING TREASURER OF THE CITY OF MADISON, DANE COUNTY,WISCONSIN DO HEREBY CERTIFY THAT IN ACCORDANCE WITH THE RECORDS IN MY OFFICE, THERE ARE NO UNPAID TAXES OR UNPAIDSPECIAL ASSESSMENTS AS OF,

THIS ___________ DAY OF______________________, 20____, ON ANY OF THE LANDS INCLUDED IN THE PLAT OF CHAPEL VIEW.

______________________________________________________DAVID GAWENDA, CITY TREASURERCITY OF MADISON, DANE COUNTY, WISCONSIN

CITY OF MADISON TREASURER CERTIFICATE

STATE OF WISCONSIN)DANE COUNTY) SS.

I, ADAM GALLAGHER, BEING THE DULY ELECTED, QUALIFIED AND ACTING COUNTY TREASURER OF DANE COUNTY, DO HEREBYCERTIFY THAT IN ACCORDANCE WITH THE RECORDS IN MY OFFICE, THERE ARE NO UNREDEEMED TAX SALES AND NO UNPAID TAXESOR SPECIAL ASSESSMENTS AS OF,

THIS ___________ DAY OF______________________, 20____, AFFECTING THE LANDS INCLUDED IN THE PLAT OF CHAPEL VIEW.

_________________________ ______________________________________________________DATE ADAM GALLAGHER, DANE COUNTY TREASURER

CERTIFICATE OF COUNTY TREASURER

STATE OF WISCONSIN)DANE COUNTY) SS.

RESOLVED THAT THIS PLAT KNOWN AS CHAPEL VIEW LOCATED IN THE CITY OF MADISON WAS HEREBY APPROVED BY

ENACTMENT NO. _______________, FILE ID NUMBER ________________ ADOPTED ON THIS _________ DAY OF______________________, 20____,

AND THAT SAID ENACTMENT FURTHER PROVIDED FOR THE ACCEPTANCE OF THOSE LANDS AND RIGHTS CONVEYED BYSAID PLAT TO THE CITY OF MADISON FOR PUBLIC USE.

DATED THIS _________ DAY OF______________________, 20____,

__________ _______________________________________MARIBETH L. WITZEL-BEHL, CITY CLERKCITY OF MADISON, DANE COUNTY, WISCONSIN

MADISON COMMON COUNCIL CERTIFICATE

CREATION OF EASEMENT RIGHTS: A PERMANENT EASEMENT OVER, ACROSS AND WITHIN THE EASEMENT AREA IS ESTABLISHED,MEMORIALIZED, RESERVED BY, GRANTED, CONVEYED, TRANSFERRED AND ASSIGNED TO CITY OF MADISON FOR THE USES ANDPURPOSES HEREINAFTER SET FORTH. THE EASEMENT AREA MAY BE USED BY CITY OF MADISON FOR PUBLIC UNDERGROUND STORMSEWER PURPOSES. CITY OF MADISON AND ITS EMPLOYEES, AGENTS AND CONTRACTORS SHALL HAVE THE RIGHT TO CONSTRUCT,INSTALL, MAINTAIN, OPERATE, REPAIR, REPLACE AND RECONSTRUCT THE STORM SEWER FACILITIES WITHIN THE EASEMENT AREA.CITY OF MADISON SHALL HAVE THE FURTHER RIGHT OF INGRESS AND EGRESS TO AND FROM THE EASEMENT AREA IN ORDER TOEXERCISE ITS RIGHTS AND PRIVILEGES HEREUNDER, AND TO CUT AND REMOVE TREES, VEGETATION AND OTHER IMPEDIMENTS INTHE EASEMENT AREA WHICH MAY OBSTRUCT OR INTERFERE WITH THE ACTUAL OR POTENTIAL USE OF THE EASEMENT AREA FOR THEFOREGOING PURPOSES.

PROPERTY RESTORATION: CITY OF MADISON SHALL REPAIR ANY DAMAGE CAUSED TO ANY PAVEMENT, CONCRETE OR TURF LOCATEDWITHIN THE EASEMENT AREA AND/OR THE PROPERTY AS A RESULT OF THE USE OF THE EASEMENT AREA BY OR ON BEHALF OF THECITY OF MADISON AS PROVIDED HEREIN. FOLLOWING COMPLETION OF ANY EXCAVATION WORK, CITY OF MADISON SHALL PROMPTLYRESTORE THE AREA AFFECTED BY THE WORK TO THE ORIGINAL GRADE AND SURFACE CONDITION INCLUDING THE REPAIR ORREPLACEMENT OF PAVEMENT, CONCRETE AND TURF.

LIMITATIONS ON USE OF EASEMENT AREA: THE OWNER OF THE PROPERTY SHALL HAVE THE RIGHT TO USE THE EASEMENT AREA FORANY PURPOSE, PROVIDED SUCH USE SHALL NOT INTERFERE WITH THE EASEMENT RIGHTS OF THE CITY OF MADISON HEREUNDER. NOBUILDINGS OR STRUCTURES OR FENCES UNRELATED TO THE STORM SEWER FACILITIES SHALL BE CONSTRUCTED IN AND NO GRADECHANGE SHALL BE MADE TO THE EASEMENT AREA WITHOUT THE WRITTEN CONSENT OF THE CITY OF MADISON'S ENGINEERINGDIVISION CITY ENGINEER.

BINDING EFFECT: THIS EASEMENT SHALL RUN WITH THE LAND DESCRIBED HEREIN AND SHALL BE BINDING UPON THE OWNERS OFTHE PROPERTY, AND THEIR SUCCESSORS IN INTEREST.

RELEASE OF RIGHTS TO EASEMENTS CREATED BY PLAT: ANY RELEASE OF RIGHTS THAT WERE PLACED ON PLATTED LAND WHICHWAS REQUIRED BY A PUBLIC BODY OR WHICH NAMES A PUBLIC BODY OR PUBLIC UTILITY AS GRANTEE SHALL BE RELEASED BYRECORDING A SEPARATE EASEMENT RELEASE DOCUMENT WITH THE DANE COUNTY REGISTER OF DEEDS IN ACCORDANCE WITHSS236.293.

PUBLIC STORM SEWER EASEMENTS:

CONSENT OF MORTGAGEE

STATE OF WISCONSIN)DANE COUNTY) ss.

PERSONALLY CAME BEFORE ME THIS DAY OF , 20____,

THE ABOVE NAMED BANKING ASSOCIATION, XXXXX BANK

AUTHORIZED OFFICER ________________________________________TO ME KNOWN TO BE THE PERSON WHO EXECUTED THE FOREGOINGINSTRUMENT, AND ACKNOWLEDGED THE SAME.

NOTARY PUBLIC, STATE OF WISCONSIN MY COMMISSION EXPIRES

XXXXX BANK, A BANKING ASSOCIATION DULY ORGANIZED AND EXISTING UNDER AND BY VIRTUE OF THE LAWS OF THESTATE OF WISCONSIN , MORTAGAGEE OF THE ABOVE DESCRIBED LAND, DOES HEREBY CONSENT TO THE SURVEY,DIVIDING, MAPPING AND DEDICATION OF THE LAND DESCRIBED ON THIS PLAT AND DOES HEREBY CONSENT TO THEOWNER'S CERTIFICATE.

IN WITNESS WHEREOF, SAID XXXXX BANK HAS CAUSED THESE PRESENTS TO BE SIGNED BY CORPORATE OFFICER, ANDITS CORPORATE SEAL TO BE HEREUNTO AFFIXED

ON THIS DAY OF , 20____

BY: AUTHORIZED OFFICER

ALL LOTS WITHIN SAID PLAT SHALL BE SUBJECT TO PUBLIC EASEMENTS FOR DRAINAGE PURPOSES WHICH SHALL BE A MINIMUM OF SIXFEET IN WIDTH MEASURED FROM THE PROPERTY LINE TO THE INTERIOR OF EACH LOT EXCEPT THAT THE EASEMENTS SHALL BE 12 FEETIN WIDTH ON THE PERIMETER OF THE PLAT. FOR PURPOSES OF TWO (2) OR MORE LOTS COMBINED FOR A SINGLE DEVELOPMENT SITE,OR WHERE TWO (2) OR MORE LOTS HAVE A SHARED DRIVEWAY AGREEMENT, THE PUBLIC EASEMENT FOR DRAINAGE PURPOSES SHALL BEA MINIMUM OF SIX (6) FEET IN WIDTH AND SHALL BE MEASURED ONLY FROM THE EXTERIOR PROPERTY LINES OF THE COMBINED LOTSTHAT CREATE A SINGLE DEVELOPMENT SITE, OR HAVE A SHARED DRIVEWAY AGREEMENT, EXCEPT THAT THE EASEMENT SHALL BETWELVE (12) FEET IN WIDTH ALONG THE PERIMETER OF THE PLAT. EASEMENTS SHALL NOT BE REQUIRED ON PROPERTY LINES SHAREDWITH GREENWAYS OR PUBLIC STREETS. NO BUILDINGS, DRIVEWAYS, OR RETAINING WALLS SHALL BE PLACED IN ANY EASEMENT FORDRAINAGE PURPOSES. FENCES MAY BE PLACED IN THE EASEMENT ONLY IF THEY DO NOT IMPEDE THE ANTICIPATED FLOW OF WATER. INTHE EVENT OF A CITY OF MADISON PLAN COMMISSION AND/OR COMMON COUNCIL APPROVED REDIVISION OF A PREVIOUSLYSUBDIVIDED PROPERTY, THE UNDERLYING PUBLIC EASEMENTS FOR DRAINAGE PURPOSES ARE RELEASED AND REPLACED BY THOSEREQUIRED AND CREATED BY THE CURRENT APPROVED SUBDIVISION.

THE INTRA-BLOCK DRAINAGE EASEMENTS SHALL BE GRADED WITH THE CONSTRUCTION OF EACH PRINCIPLE STRUCTURE INACCORDANCE WITH THE APPROVED STORM WATER DRAINAGE PLAN ON FILE WITH THE CITY ENGINEER AND THE ZONINGADMINISTRATOR, AS AMENDED IN ACCORDANCE WITH THE MADISON GENERAL ORDINANCES

CREATION OF EASEMENT RIGHTS: A PERMANENT EASEMENT OVER, ACROSS AND WITHIN THE EASEMENT AREA IS ESTABLISHED,MEMORIALIZED, RESERVED BY, GRANTED, CONVEYED, TRANSFERRED AND ASSIGNED TO THE CITY OF MADISON, AND ALL OTHERPUBLIC UTILITY COMPANIES REGISTERED TO DO BUSINESS IN THE CITY OF MADISON, FOR THE USES AND PURPOSES HEREINAFTERSET FORTH. THE EASEMENT AREA MAY BE USED BY CITY OF MADISON, AND ALL OTHER PUBLIC UTILITY COMPANIES REGISTERED TODO BUSINESS IN THE CITY OF MADISON, FOR THE TRANSMISSION OF ELECTRICAL, GAS, TELEPHONE, CABLE, COMMUNICATION, VIDEO,AND INFORMATION SERVICES, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS ACROSS THE EASEMENT AREAS FOR THEPURPOSE OF ACCESS TO AND USE OF THESE FACILITIES. THE CITY OF MADISON, AND ALL OTHER PUBLIC UTILITY COMPANIESREGISTERED TO DO BUSINESS IN THE CITY OF MADISON, AND THEIR EMPLOYEES, AGENTS AND CONTRACTORS SHALL HAVE THE RIGHTTO CONSTRUCT, INSTALL, MAINTAIN, OPERATE, REPAIR, REPLACE AND RECONSTRUCT THE UTILITY FACILITIES WITHIN THE EASEMENTAREA. CITY OF MADISON, AND ALL OTHER PUBLIC UTILITY COMPANIES REGISTERED TO DO BUSINESS IN THE CITY OF MADISON, SHALLHAVE THE FURTHER RIGHT OF INGRESS AND EGRESS TO AND FROM THE EASEMENT AREA IN ORDER TO EXERCISE ITS RIGHTS ANDPRIVILEGES HEREUNDER, AND TO CUT AND REMOVE TREES, VEGETATION AND OTHER IMPEDIMENTS IN THE EASEMENT AREA WHICHMAY OBSTRUCT OR INTERFERE WITH THE ACTUAL OR POTENTIAL USE OF THE EASEMENT AREA FOR THE FOREGOING PURPOSES.

PROPERTY RESTORATION: CITY OF MADISON SHALL REPAIR ANY DAMAGE CAUSED TO ANY PAVEMENT, CONCRETE OR TURF LOCATEDWITHIN THE EASEMENT AREA AND/OR THE PROPERTY AS A RESULT OF THE USE OF THE EASEMENT AREA BY OR ON BEHALF OF THECITY OF MADISON AS PROVIDED HEREIN. FOLLOWING COMPLETION OF ANY EXCAVATION WORK, CITY OF MADISON SHALL PROMPTLYRESTORE THE AREA AFFECTED BY THE WORK TO THE ORIGINAL GRADE AND SURFACE CONDITION INCLUDING THE REPAIR ORREPLACEMENT OF PAVEMENT, CONCRETE AND TURF.

LIMITATIONS ON USE OF EASEMENT AREA: THE OWNER OF THE PROPERTY SHALL HAVE THE RIGHT TO USE THE EASEMENT AREA FORANY PURPOSE, PROVIDED SUCH USE SHALL NOT INTERFERE WITH THE EASEMENT RIGHTS OF THE CITY OF MADISON, AND ALL OTHERPUBLIC UTILITY COMPANIES REGISTERED TO DO BUSINESS IN THE CITY OF MADISON, HEREUNDER. NO BUILDINGS OR STRUCTURES ORFENCES UNRELATED TO THE PUBLIC UTILITY FACILITIES SHALL BE CONSTRUCTED IN AND NO GRADE CHANGE SHALL BE MADE TO THEEASEMENT AREA WITHOUT THE WRITTEN CONSENT OF THE CITY OF MADISON, AND ALL OTHER PUBLIC UTILITY COMPANIESREGISTERED TO DO BUSINESS IN THE CITY OF MADISON, HAVING RIGHTS TO THE EASEMENT AREA.

BINDING EFFECT: THIS EASEMENT SHALL RUN WITH THE LAND DESCRIBED HEREIN AND SHALL BE BINDING UPON THE OWNERS OFTHE PROPERTY, AND THEIR SUCCESSORS IN INTEREST.

RELEASE OF RIGHTS TO EASEMENTS CREATED BY PLAT: ANY RELEASE OF RIGHTS THAT WERE PLACED ON PLATTED LAND WHICH WASREQUIRED BY A PUBLIC BODY OR WHICH NAMES A PUBLIC BODY OR PUBLIC UTILITY AS GRANTEE SHALL BE RELEASED BY RECORDINGA SEPARATE EASEMENT RELEASE DOCUMENT WITH THE DANE COUNTY REGISTER OF DEEDS IN ACCORDANCE WITH SS236.293.

PUBLIC UTILITY EASEMENTS:

NOTES REGUARDING PUBLIC EASEMENTS FOR DRAINAGE PURPOSES

PER MADISON GENERAL ORDINANCE 16.23(9)(d)2.a

ADDITIONAL NOTES

1. LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO IMPACT FEES THATARE DUE AND PAYABLE AT THE TIME BUILDING PERMIT(S) ARE ISSUED.

2. NO DRIVEWAY SHALL BE CONSTRUCTED THAT INTERFERES WITH THEORDERLY OPERATION OF THE PEDESTRIAN WALKWAY. THIS WILLREQUIRE ALL PEDESTRIAN RAMPS TO BE CONSTRUCTED SEPARATEFROM DRIVEWAY ENTRANCES; A CURB-HEAD OF NO LESS THAN SIX (6)INCHES IN WIDTH SHALL BE CONSTRUCTED BETWEEN ALL PEDESTRIANRAMPS AND DRIVEWAY ENTRANCES. THIS IS ESPECIALLY IMPORTANTAT 'T' INTERSECTIONS WHERE LOT AND BUILDING LAYOUT BECOMECRITICAL; TO PREVENT INTERFERENCE WITH THE PEDESTRIAN RAMP,LOTS INTERSECTING OR ADJACENT 'T' INTERSECTION MAY REQUIRE ASHARED DRIVEWAY AND ACCESS.

3. ALL LOTS ON THIS PLAT ARE SUBJECT TO PUBLIC EASEMENTS FORDRAINAGE PURPOSES PER MADISON GENERAL ORDINANCE16.23(9)(d)2.a

TYPICAL DETAIL OF PUBLIC EASEMENTS FOR DRAINAGE PURPOSES

PER MADISON GENERAL ORDINANCE 16.23(9)(d)2.a NOT TO SCALE