24"RCP

LOT 2

CSM 9607

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 74LOT 73

LOT 72 LOT 71

LOT 70

LOT 69

LOT 68LOT 67

LOT 66LOT 65

LOT 64LOT 63

LOT 62

LO

T 6

1

LOT 60LOT 59 LOT 58 LOT 57 LOT 56

LOT 55

OUTLOT 3

THE WILLOWS II

THE WILLOWS II

LOT 18

THE WILLOWS THE WILLOWSLOT 17

LOT 12

LOT 16

LOT 15

LOT 14

LOT 13

LOT 11LOT 10LOT 9LOT 8LOT 7LOT 6LOT 5LOT 4

LOT 3

LOT 2

LOT 1

LOT 32LOT 33

LOT 31 LOT 30

LOT 26

BIG STONE TRAIL

LA

NE

WA

Y

WH

IT

E F

OX

L

AN

E

S

H

IN

IN

G

W

IL

L

O

W

S

T

R

E

E

T

WILLOW

COURT

SHININ

G

WH

IT

E F

OX

L

AN

E

L

A

N

E

WIL

LO

W

BURNT SIENNA DRIVE

LOT 1

CSM 6608

LOT 2

CSM 3977

LOT 1

CSM 3977

LOT 1

CSM 9607

LOT 1

CSM 7671

LANDS

LANDS

LANDS

LANDS

OUTLOT II

LANDS

GAS

GAS

GAS

GAS

GAS

GAS

STM

12"RCPSTM

STM

STM

STM

STM

STM

STM

STM

STM STM STM STM STM STM

STM

STM

STM

STMSTMSTMSTMSTMSTM

STM

STM

STM

STM

STM

STM

STM

STM STM

STM

STM

STM

STM

STM

STM STM STM STM STM

STM

38"X60" HERCP

STMSANSAN6

0' SANSANSANSANSAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT WATWAT

WATWAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

WAT

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

WAT

WAT

OHE

OHE

OHE

OHE

UNKNOWNCONDUIT OUTOF GROUND

15"

RCP

12"RCP

12" D

I8"

DI

12" DI

SAN

SAN

SAN

SAN

SAN

SAN

10" P

VC

10" PVC

8" PVC

12"RCP

12"

RCP

24" R

CP24

" RCP

12"RCP

18" RCP18" RCP

18" R

CP18

"RC

P18

"RC

P

SAN SANSAN

SANWAT

WAT

WATWATWAT

E 8" PVC

8" PVC

8" DI

8" DI

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

EE

E

E

VLT

WAT

WAT

WAT

WAT

WAT

WAT

E

8" P

VC 8" D

I8"

PVC

ELECTRIC WARNING POSTEVLTEBX

E

WAT

WAT

WAT

STM

STM

STM

STM

STM

STM

SAN

SAN

SANSAN

SANSAN

SAN

STMSTMSTM

SANSAN

STM

10" P

VC

8" PVC

8" P

VC

10" PVC

10" P

VC

10" PVC

8" D

I

8" DI

SAN

SAN

E

NATURAL GASWARNING POST

15" P

VC

19"X

30"

HERC

P

12" PVC

WOOD PILE BETWEENTREES, RECENT CLEARINGOF BRUSH PRESUMED TOBE PERFORMED BY LOT 1

E

AC

AC

AC

AC

E

COM

MCO

MM

COM

MCO

MM

GAS

COMMCOMM

AC

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

SEPTIC FIELD

STM

STM

STMSTM

10" P

VC8"

DI

12"ADS

18" A

DS18

" ADS

12"

ADS

18" ADS

19"X 30" HERCP

36" ADS

15" A

DS

42" A

DS12

" ADS

24" ADS 36" ADS

15" AD

S

12"ADS

30" ADS

15" A

DS

12"ADS

12"ADS

15"

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

12" D

I12

" DI

12" D

I12

" DI

6" DI

6" DI

10" P

VC

10" P

VC

10" P

VC

OUTLOT 1

THE WILLOWS

12" PVC

24" R

CP

POND

7 0'

OHE

OHE

OHE

OHE

133.9'

139.1'

169.2'

274.8'

160.0'

9.0'

61.4'

R=25'

53.0'

75.0'

40.8'

42.1'

7

5

.0

'

8

.6

'

51.0'

238.9'

65.2'

85.6'

R=25'

R=25'

LOT 3610,140 SQ. FT.0.23 ACRES

PROPOSED CSM LOT 1

404,125 SQ. FT.

9.28 ACRES

340.1'

R=25'

333.6'

R=25'

79.1'

48.4'

107.0'

49.9'

R=25'

109.0'

70.0'

LOT 287,556 SQ. FT.0.17 ACRES

LOT 278,022 SQ. FT.0.18 ACRES

LOT 328,931 SQ. FT.0.21 ACRES

LOT 298,463 SQ. FT.0.19 ACRES

LOT 267,774 SQ. FT.0.18 ACRES

LOT 257,284 SQ. FT.0.17 ACRES

10.0'

53.5'

88.4'

70.0'

76.0'

70.0'

104.1'

LOT 247,284 SQ. FT.0.17 ACRES

LOT 209,845 SQ. FT.0.23 ACRES

LOT 218,760 SQ. FT.0.20 ACRES

LOT 1911,054 SQ. FT.0.25 ACRES

LOT 228,909 SQ. FT.0.20 ACRES

LOT 237,284 SQ. FT.0.17 ACRES

1

2

6

.8

'

7

0

.0

'

2

1

.4

'

22.0'

138.7

'

3

8

.7

'

5

8

.5

'

1

2

3

.5

'

60.0'

104.1'

70.0'

46.5'

42.1'

104.1'

LOT 309,754 SQ. FT.0.22 ACRES

LOT 318,931 SQ. FT.0.21 ACRES

LOT 338,931 SQ. FT.0.21 ACRES

1

2

7

.6

'

7

0

.0

'

7

0

.0

'

7

0

.0

'

1

.0

'

115.7

'

74.0'

1

2

7

.6

'

1

2

7

.6

'

1

2

7

.6

'

LOT 3813,881 SQ. FT.0.32 ACRES

LOT 3710,855 SQ. FT.0.25 ACRES

4

9

.2

'

1

3

0

.0

'

7

8

.0

'

5

9

.5

'

74.4'

7

8

.0

'

8

4

.5

'

1

3

0

.0

'

LOT 3912,373 SQ. FT.0.28 ACRES

6

7

.0

'

1

3

3

.3

'

6

0

.5

'

70.0'

51.3'

LOT 1712,000 SQ. FT.0.28 ACRES

LOT 1812,848 SQ. FT.0.29 ACRES

LOT 1412,117 SQ. FT.0.28 ACRES

LOT 119,436 SQ. FT.0.22 ACRES

OUTLOT 158,544 SQ. FT.1.34 ACRES

LOT 312,000 SQ. FT.0.28 ACRES

LOT 714,275 SQ. FT.0.33 ACRES

LOT 139,415 SQ. FT.0.22 ACRES

LOT 128,719 SQ. FT.0.20 ACRES

5

8

.9

'

7

5

.0

'

1

8

.4

'

1

6

0

.0

'

1

6

0

.0

'

136.9'

1

5

.5

'

7

0

.0

'

211.7'

70.0'

70.0'

70.0'

88.5'

134.5'

113.5'

45.3'10.1'

56.5'78.0'

128.9'

160.0'

67.9'

83.8'

160.0'

105.4'

LOT 1615,871 SQ. FT.0.36 ACRES

LOT 1010,174 SQ. FT.0.23 ACRES

LOT 911,167 SQ. FT.0.26 ACRES

LOT 811,289 SQ. FT.0.26 ACRES

LOT 611,585 SQ. FT.0.27 ACRES

LOT 510,301 SQ. FT.0.24 ACRES

LOT 412,000 SQ. FT.0.28 ACRES

LOT 212,000 SQ. FT.0.28 ACRES

1

0

0

.0

'

6

6

.4

'

7

0

.0

'

6

7

.5

'

1

5

9

.5

'

8

1

.4

'

70.0'

7

1

.8

'

1

5

9

.5

'

2

6

0

.

4

'

.

3

60.4'

15.1'

1

5

9

.6

'

1

5

4

.0

'

R=25'

110.1'

72.0'

1

0

5

.0

'

129.6'

75.0'

R=25'

75.0'

3

4

.9

'

175.1'

75.0'

61.7'

75.0'

36.5'

3

1

.3

'

100.8'

161.8'

122.4'

5

7

.7

'

R=25'

12.3'

66.2'

32.3'

8

6

.1

'

70.0'

2

0

3

.9

'

70.0'

LOT 184,052 SQ. FT.1.93 ACRES

70.0'

55.8'

R=25'

LOT 1517,521 SQ. FT.0.40 ACRES

R

=

15

0

'

R

=

15

0

'

OUTLOT 223,682 SQ. FT.0.54 ACRES

R=150'

110.1'

178.5'

R

=

25

0

'

R=300'

2

5

.0

'

SECTION 21

SECTION 20

N 1° 47' 37" E 370.97'

1523.09'

SECTION 21

SECTION 20

1

0

4

.2

'

1

0

4

.2

'

38.1'

3

0

.3

'

1

5

2

.2

'

225.0'

70.0'

70.0'

70.0'

7

0

.0

'

7

0

.1

'

9

1

.0

'

7

0

.0

'

7

0

.0

'

8

6

.4

'

1

6

2

.5

'

80.1'

1

7

9

.2

'

288.9'

SEC

TIO

N 21

SEC

TIO

N 16

CURRENT TITLE,OWNERSHIP, POSSESSION,AND RIGHT-OF-WAYLIMITS UNCLEAR.

ZONING: (A-1)OWNERS: RICKIE & SHAWN TRINKO

PRO

POSE

D E

AGLE

TR

ACE

PLAT

( N

89° 38' 09" E 445.00' ) P

ER

C

SM

6407

OWNER: QRS COMPANY, LLCZONING: (A)

TOWN OF MIDDLETON

36.1'

CITY OF MADISON

160.0'

CITY OF MADISON

ZONING: (TR-C3)PROPOSED

75.0'

ZONING: (SR-C1)

CITY OF MADISON

ZONING: (SR-C1)

ZONING: (SR-C1)

CITY OF MADISON

ZONING: (SR-C1)CITY OF MADISON

ZONING: (SR-C1)

CITY OF MADISON

(SR-C1)CITY OF MADISON

OWNER: MIDDLETON COMMUNITY CHURCH

EXISTINGCHURCH

GARAGE

ZONING: (SR-C1)CITY OF MADISON

ZONING: (R-1A)

320.7'

OWNERS:RONALD & PAMELA

BRYS

TOWN OF MIDDLETON

13

2

.6

'

TOWN OF MIDDLETONZONING: (R-1A)

OWNER:BONEBRAKE

LIVING TRUST

TOWN OF MIDDLETONZONING:

(A-1), (B-1) & (LC-1)

LOT 4010,122 SQ. FT.0.23 ACRES

OWNER:DENNIS L. HOWARD

ZONING: (A-1)TOWN OF MIDDLETON

70.0'

TOWN OF MIDDLETON

ZONING: (A-1)

OWNERS:RICHARD & CATHY

MARTY

TOWN OF MIDDLETON

OWNER:DENNIS L. HOWARD

ZONING: (SR-C1)CITY OF MADISON

125.0'

SW-NW

SE-NENE-NE

NW-NW SW-NW

NW-NW

NW-NWSW-SW

SW-SW

SE-SE NE-NE

20' T

O BE

DED

ICAT

ED IN

PRO

POSE

D CS

M

SECTION 16

R=150'

PE

AC

H L

EA

F L

AN

E

CA

PE

S

IL

VE

R

CA

PE

S

IL

VE

R W

AY

B

U

R

N

T

S

I

E

N

N

A

D

R

I

V

E

D

R

A

G

O

N

W

IL

L

O

W

L

A

N

E

OL

D S

AU

KO

LD

S

AU

K R

OA

D

SCHEWE ROAD

SC

HE

WE

R

OA

D

NW-NW SW-NW

NE-NE

'

NE-NESE-SESE-NE

21.5

' EXI

STIN

G PA

VEM

ENT

33' 60'9 3'

VARIES 60'

33' 33' 27'

40' 33' 27'

40' 33' 27'33'

40' 40'40'

40' 40'40'

33' 33'6 6'

20'

40' 33'

33' 33'

SEC

TIO

N 20

SEC

TIO

N 17

24.7

5'

33

'57

.75'

CITY

OF

MAD

ISON

CITY OF MADISON

TOWN OF MIDDLETON

CITY

OF

MAD

ISON

CITY

OF

MAD

ISON

CITY

OF

MAD

.

CITY

OF

MAD

ISON

CITY OF MADISON

BURNT SIENNA DRIVE

POND LOT 2

CSM 9672

L-1

N 1° 40' 38" E 502.82'

ZONING: (A)CURRENT

S 1° 47' 23" W

OWNER:RONALD BOEHNEN

ET AL.

20.0'

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

CITY OF MADISON

N 89° 40' 25" E 2651.07'

MO

NU

MEN

T TO

M

ON

UM

EN

T

1508.61'

649.21'

( N

89° 17' 10" E 2650.90' )

( N

89° 40' 25" E 2651.09' )

PER

C

SM

9672

( N 1° 17' 39" E 502.66' ) PER CSM 9672

( 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

445.00' ) P

ER

C

SM

6407

OF TH

E N

OR

TH

WEST Q

UA

RTER

DOTTED LINE FOUND ASMONUMENTED AT 33' FROMCENTERLINE OF SCHEWE ROADAS PER DANE COUNTY LANDRECORDS FILE NO. 2008-0017

RIGHT-OF-WAY DOCUMENTED AS 3RODS WIDE PER DANE COUNTYHIGHWAY REGISTER, MIDDLETON,PAGE 184, OCTOBER 11, 1920, PRIOR TOCSM 6407 DEDICATION OF EAST 33'

24.7

5'

24.7

5'24

.75'

33'

57.7

5'

6 6'

ZONING: (A-1)

33'33'

33'

OWNER:SIDNEY TALLARD

33'6 6'

NW-NW35' 35'

35'7 0'

35'

7 0'35'

5 6'28' 28'

5 6'28' 28'

SECTION 17

30'6

0' 30'

30'6

0'

6 0'

30'

30'

6 0'

30'

30'

6 0'

6 0'6 0'

6 0'

6 0'

5 6'

5 6'

7 0'

6 0'

6 0'

RO

AD

S 89° 58' 39" E 2647.98'

MO

NU

MEN

T TO

M

ON

UM

EN

T

( N

89° 38' 05" E 2647.91' )

PER

C

SM

9672

( N

89° 38' 09" E )

PER

C

SM

6407

( S 89° 58' 35" E 2647.98' )

PER

TH

E W

ILLO

WS

SEPTIC SYSTEM

50' WIDE DRAINAGE EASEMENT PER PERPETUALEASEMENT FOR PUBLIC STORMWATERMANAGEMENT AND VISION TRIANGLE PURPOSESDOCUMENT NO. 4094619 TO BE PARTIALLYRELEASED AND REPLACED IN PROPOSED CSM

VISION TRIANGLE PER PERPETUAL EASEMENT FORPUBLIC STORMWATER MANAGEMENT AND VISIONTRIANGLE PURPOSES DOCUMENT NO. 4094619

12' WIDE NONEXCLUSIVEEASEMENT FOR DRAINAGEPURPOSES PER CSM 9672. TO BERELEASED IN PROPOSED CSM

12' WIDE NONEXCLUSIVE EASEMENT FORDRAINAGE PURPOSES PER CSM 9672.

10' WIDE SLOPING AND GRADINGEASEMENT PER CSM 9672.

15' WIDE SLOPING AND GRADINGEASEMENT PER CSM 9672.

PER

TO

WN

O

F M

ID

DLETO

N

REM

ON

UM

EN

TA

TIO

N M

AP

NO ACCESS TO OLDSAUK ROAD PERCSM 9672.

OUTLOT 354,407 SQ. FT.1.25 ACRES

2

5

3

.3

'

351.60'N 00° 01' 21" E

3

0

1

.2

9

'

N

3

8

°

1

0

'

1

3

"

E

L-2

208.06'

S 89° 58' 39" E

10' WIDE STORMSEWER EASEMENT

10' WIDESTORM SEWEREASEMENT

10' WIDE STORMSEWER EASEMENT

10' WIDE STORMSEWER EASEMENT

444.95'

S 89° 58' 39" E

SO

UTH

LIN

E O

F TH

E N

OR

TH

WEST Q

UA

RTER

LOT 4578,901 SQ. FT.1.81 ACRES

1

7

5

.3

'

78.5'

20' W

IDE

PRIV

ATE

SANI

TARY

SEW

EREA

SEM

ENT

CREA

TED

IN P

ROPO

SED

CSM

LOT 418,750 SQ. FT.0.20 ACRES

LOT 4311,359 SQ. FT.0.26 ACRES

83.9'

7 0'

35'

30'

LOT 4411,359 SQ. FT.0.26 ACRES

LOT 4211,359 SQ. FT.0.26 ACRES

162.3'

162.3'

100.8'

37.3'

70.0'

70.0'

70.0'

70.0'

STM STM STM STM STM STM STM STM STM STM STM STM STM STM

STM

STM

STM

STM

8" CMP

162.3'

143.5'

162.3'

353.5'

153.90

294.9' 89.1'

OU

TL

OT

2

160.0'

LOT 4677,072 SQ. FT.1.77 ACRES

PUBLIC STORMWATER EASEMENTCREATED INPROPOSED CSM

OUTLOT 3 EXTENTS ARE COINCIDENTAL TO PUBLICSTORM WATER EASEMENT CREATED IN PROPOSED CSM

THIS

POR

TION

OF

SCHE

WE

ROAD

RIG

HT-O

F-W

AY IS

66' W

IDE

BASE

D ON

DED

ICAT

ION

IN C

SM 7

671

AND

THE

SECT

ION

OF T

HE R

OAD

DEFI

NED

IN T

HE D

ANE

COUN

TY H

IGHW

AY R

EGIS

TRY

FOR

THE

TOW

N OF

MID

DLET

ON O

N PA

GES

19-2

1, A

S SE

T FO

RTH

ONJU

NE 1

0, 1

850

AS 4

ROD

S.

10' WIDE STORM

SEWER EASEMENT

VISION TRIANGLEEASEMENT PER CSM 9672.

160.0'

XX

X X

XX

XX

XX

XX

XX

XX

XX

X

XXXXXXXXXXXXXXXXXXXXXX

TOW

N O

F M

IDDL

ETON

P.O.B.

104.1'

134.5'

1

6

.

2

'

7

1.2'

1

7

.

2

'

111.8'

I: 1103.79

R: 1110.60I: 1103.55*

I: 1105.62

R: 1111.15I: 1100.43*

I: 1102.65

I: 1102.53R: 1110.10I: 1106.56*

R: 1110.51I: 1106.82*

R: 1110.08I: 1099.35*

R: 1110.63I: 1106.57*

R: 1107.24I: 1098.33*

R: 1107.45I: 1096.95*

R: 1107.30I: 1096.37*

MH BURIED?R: 1108.38*I: 1096.12*

MH BURIED?

R: 1107.92I: 1095.78*

R: 1117.70

I: 1005.15*

R: 1115.72I: 1005.74*

I: 1114.54

R: 1115.31I: 1111.79*

R: 1115.30I: 1111.58*

R: 1113.83I: 1110.20*

R: 1108.46I: 1104.80*

R: 1110.68I: 1102.50*

R: 1111.16I: 1102.74*

R: 1110.64I: 1104.40*

R: 1110.83I: 104.63*

R: 1112.41I: 1098.78*

R: 1112.65I: 1099.63*

R: 1105.02*I: 1096.83*

R: 1108.05I: 1096.35*

R: 1105.35I: 1102.27*

R: 1105.26I: 1101.52*

R: 1120.16I: 1107.75*

R: 1098.64I: 1093.57*

R: 1103.53I: 1100.93* R: 1103.78

I: 1101.93*

R: 1103.75I: 1102.03*

I: 1106.28

I: 1107.37

R: 1009.93I: 1106.90

I: 1106.96

I: 1107.30

R: 1110.05I: 1107.29

24" R

CP

24" R

CP

38"X60" HERCP

DR

AG

O

N

N 89° 58' 09" W

445.05'

WEST LINE OF THE NORTHWEST QUARTER

39.4'

56.0'

DED

IC

ATIO

N O

F 33' EX

ISTIN

G

RIG

HT-O

F-W

AY

A

ND

27' A

DD

ITIO

NA

L

20' WIDE PRIVATESANITARY SEWEREASEMENT TO BENEFITLOT 1 OF PROPOSED CSM

75

.9

'

SEPTIC SYSTEMTO BE REMOVED

LINE TO BEMONUMENTED INPROPOSED CSM

38"X60" HERCPPORTION OF 50' WIDE DRAINAGEEASEMENT PER PERPETUALEASEMENT FOR PUBLICSTORMWATER MANAGEMENTAND VISION TRIANGLEPURPOSES DOCUMENT NO.4094619 TO REMAIN

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

56.0'

POND

POND

POND

POND

W

H

IT

E

F

O

X

L

A

N

E

SPOI

LPI

LE

STM

40.0'

L-3

1115

1110

1110

1110 11

10

1110

1108

1106

1107

1110

1110

1108

1110

1115

1110

1110

1106

1110

1105

1105

11061107

1110

1110

1115

1115

1120 1120111

5

1120

11151110

1120

1115

1105

1105

11101115

1102

1102

11001101

1101

1102

1102

1101

1101

1101

1105

1110

1110

1105

1111

1110

11111112

1110

1105

1110

1104

1106

1107

1108

1107

1105

1113

1114

1113

1113

1117

1117

1115

1115

1110

1119

1120

1121

1122

1122

1124

1123

1122

1121

11051105

1110 1110

1130

1125

1120

1115

1110

1110

1110

1109

110911

0611

0311

04

1106

112511201115

137.5'

1

8

.7

'

5

7

.2

'

9

1

.0

'

LOT 3410,656 SQ. FT.0.24 ACRES

1110

1115

1115

1115

1111 1112 1113

1116

1117

11181117

1116

11131114

1119

1115

1110

1110

1117

1116

1117

1118

1114

73.7'

R

=

4

5

6

'

1106

1106

1107

1107

1107

1110

1105

1106

1108

1107

1105

1106

1106

1109

1108

1107

1107 1108

1109

1103

1769.15'

433.88'

LOT 3515,385 SQ. FT.0.35 ACRES

LINES TO BE MONUMENTEDIN PROPOSED CSM

11141113

1105 1105

1106

1104

1108

2

3

.2

'

4

6

.9

'

33'

33'

33'

CURRENT TITLE,OWNERSHIP,POSSESSION , ANDRIGHT-OF-WAY LIMITSUNCLEAR.

TOWN OF MIDDLETON

34.2'

STONERETAININGWALL

ASPH

ALT

PATH

40.8'

EXSITING WYES SHOWNPER RECORDS

1105

THE WILLOWS

ZONING: (SR-C1)CITY OF MADISON

6 0'

30'30'

6 0'30'30'

6 0'30' 30'

CITY OF MADISONATTACHMENT PENDING

CITY

OF

MAD

ISON

TOW

N O

F M

IDDL

ETON

CITY OF MADISONTOWN OF MIDDLETON

OHE OHE

PRELIMINARY PLAT of 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 PART OF LOT 2 OF CERTIFIED SURVEY MAP NO. 9672 RECORDED ON MAY1, 2000 IN VOLUME 55 OF CERTIFIED SURVEY MAPS ON PAGES 302-305 AS DOCUMENT NO. 3209045 - THIS PART OF LOT 2 OF CSM 9672 IS FURTHER DESCRIBED AS BEING OUTLOT 2 OF A FUTURE CERTIFIED SURVEY MAP, 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.

SUBDIVIDER: OWNERS:SURVEYOR/ENGINEER/PLANNER:WYSER ENGINEERING312 EAST MAIN STREETMOUNT HOREB, WI 53572www.wyserengineering.com

LEGEND

RECORDED AS

FOUND 1-1/4" IRON PIPE

FOUND PLSS SECTION MONUMENT TYPE NOTED

CENTERLINE RIGHT-OF-WAY LINE

PLATTED LINE

PLAT BOUNDRY LINE

SECTION/QUARTER LINE

FOUND 1-1/4" REBAR

FOUND 3/4" REBAR

( XXX )

SEPTIC FEILD

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

2. NORTH REFERENCE FOR THIS SURVEY AND MAP ARE BASED ON THE WISCONSIN COORDINATE REFERENCE SYSTEM, WISCRS DANE,NAD 83 (2011), GRID NORTH. THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 21 BEARS S 89 58' 39" E

3. THIS PARCEL IS SUBJECT TO ALL EASEMENTS AND AGREEMENTS, BOTH RECORDED AND UNRECORDED.

4. WYSER ENGINEERING HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES,RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAN AN ACCURATE TITLE SEARCH MAY DISCLOSE.

5. ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 - 2012b ADJUSTMENT (NAVD88)(12b). SITEBENCHMARK IS THE TOP NUT OF A FIRE HYDRANT LOCATED AT THE WEST END OF WHITE FOX LANE NEAR OUTLOT 3 OF THEWILLOWS II = 1114.05'

6. SUBSURFACE UTILITIES AND FIXTURES SHOWN ON THIS MAP HAVE BEEN APPROXIMATED BY LOCATING SURFACE FEATURES ANDACCESSORIES, DIGGERS HOTLINE FIELD MARKINGS AND EXISTING MAPS AND RECORDS. EVIDENCE OF UTILITIES FOR NATURALGAS, ELECTRICAL AND COMMUNICATION LINES WERE FOUND AND LOCATED ALONG PROPOSED PLAT BOUNDARY AREAS INCLUDEDIN REQUESTED MARKINGS, HOWEVER NO MARKINGS WERE FOUND.

7. CONTOUR INTERVAL IS 1 FOOT AND HAVE BEEN DETERMINED BY FIELD DATA .

8. SUBJECT PARCEL LIES IN "ZONE X" AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. PER NATIONALFLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAPS NO. 55025C0379G AND 55025C0383G BOTH DATED JANUARY 02, 2009.

9. ALL PARCELS ARE SHOWN HEREON AS BEING A PART OF THE CITY OF MADISON ON THE MAP, GIVEN THE PENDING ATTACHMENTOF THE PORTION OF LOT 2 OF CSM 9672 CURRENTLY IN PROGRESS. THE NORTHERLY PORTION OF LOT 2 OF CSM 9672 SUBJECT TOTHE 33 FOOT RIGHT-OF-WAY OF OLD SAUK ROAD WAS PREVIOUSLY ATTACHED IN ORDINANCE NO. 13710 RECORDED IN DOCUMENTNO. 4014384. ADDITIONALLY THE LEGAL DESCRIPTIONS HAVE BEEN WRITTEN AS BEING LOCATED IN THE CITY OF MADISON.

10. CURRENT PARCEL ZONING IS SR-C1 FOR LOT 2 OF CSM 9672 SUBJECT TO A PROPOSED CSM AND CURRENTLY IN THE CITY LIMITSAND A-1 FOR THE PORTION OF LOT 2 OF CSM 6407 CURRENTLY WITHIN THE TOWN OF MIDDLETON.

11. PROPOSED PARCEL ZONING IS TR-C3 WITH ALL PARCELS BECOMING A PART OF THE CITY OF MADISON.

12. ALL OUTLOTS ARE TO BE DEDICATED TO THE PUBLIC FOR STORMWATER MANAGEMENT AND RECREATIONAL PURPOSES.

13. ALL STREET RIGHT-OF-WAYS SHOWN INSIDE THE PLAT LIMITS ARE TO BE "DEDICATED TO THE PUBLIC"

14. THERE ARE NO STRUCTURES CURRENTLY LOCATED WITHIN THE PARCEL LIMITS

NOTES

EXISTING OVERHEAD ELECTRIC

COMM COMM

X X EXISTING FENCE LINE

EDGE OF PAVEMENT EDGE OF GRAVEL

EXISTING SEPTIC VENT

EXISTING SANITARY OR SEPTIC MANHOLE

EXISTING WATER VALVE

CONTOUR MAJOR CONTOUR MINOR1121

1110

EXISTING COMMUNICATION

LOT 2 OF CERTIFIED SURVEY MAP NO. 6407 (CSM 6407) RECORDED ON MAY 21, 1991 IN VOLUME 31 OF CERTIFIED SURVEY MAPS ONPAGES 120-122 AS DOCUMENT NO. 2263459 AND PART OF LOT 2 OF CERTIFIED SURVEY MAP NO. 9672 (CSM 9672) RECORDED ON MAY 1,2000 IN VOLUME 55 OF CERTIFIED SURVEY MAPS ON PAGES 302-305 AS DOCUMENT NO. 3209045 - THIS PART OF LOT 2 OF CSM 9672 ISFURTHER DESCRIBED AS BEING OUTLOT 2 OF A FUTURE CERTIFIED SURVEY MAP, ALL BEING A PART OF THE NORTHWEST QUARTER OFTHE NORTHWEST QUARTER AND SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 21, TOWN 7 NORTH, RANGE 8 EAST,CITY OF MADISON, DANE COUNTY, WISCONSIN.

PARCEL NO. 038/0708-212-8550-3 AND PARCEL NO. 251/0708-212-0101-2

LOT 2 OF CSM 6407 PARCEL SUBJECT TO EXISTING 33 FOOT RIGHT-OF-WAY OF OLD SAUK ROAD

AS SURVEYED:

PART OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER AND SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF OFSECTION 21, TOWN 7 NORTH, RANGE 8 EAST, CITY OF MADISON, DANE COUNTY, WISCONSIN. MORE PARTICULARLY DESCRIBED ASFOLLOWS:

COMMENCING AT THE NORTHWEST CORNER OF AFORESAID SECTION 21, THENCE ALONG THE NORTH LINE OF THE NORTHWESTQUARTER OF SAID SECTION 21, SOUTH 89 DEGREES 58 MINUTES 39 SECONDS EAST, 433.88 FEET TO THE NORTHWEST CORNER OF LOT 2OF AFORESAID CSM 6407 AND THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTH LINE OF THE NORTHWESTQUARTER SOUTH 89 DEGREES 58 MINUTES 39 SECONDS EAST, 444.95 FEET TO THE EAST LINE OF SAID LOT 2 OF CSM 6407; THENCEALONG SAID EAST LINE OF LOT 2 SOUTH 01 DEGREES 47 MINUTES 23 SECONDS WEST, 1523.09 FEET TO THE SOUTH LINE OF SAID LOT 2OF CSM 6407; THENCE ALONG SAID SOUTH LINE OF LOT 2 NORTH 89 DEGREES 58 MINUTES 09 SECONDS WEST, 445.05 FEET TO THEEAST LINE OF SAID LOT 2 OF CSM 6407; THENCE ALONG SAID EAST LINE OF LOT 2 NORTH 01 DEGREES 47 MINUTES 37 SECONDS EAST,370.97 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF WHITE FOX LANE; THENCE ALONG SAID RIGHT-OF-WAY NORTH 89 DEGREES 58MINUTES 59 SECONDS WEST, 431.54 FEET TO THE EAST LINE OF LOT 1 OF AFORESAID CSM 9672 ; THENCE ALONG SAID EAST LINE OFLOT 1 NORTH 01 DEGREES 40 MINUTES 38 SECONDS EAST, 502.82 FEET TO THE NORTH LINE OF SAID LOT 1 OF CSM 9672; THENCEPARALLEL WITH SAID NORTH LINE OF LOT 1 NORTH 89 DEGREES 36 MINUTES 45 SECONDS EAST, 56.61 FEET; THENCE NORTH 38DEGREES 10 MINUTES 13 SECONDS EAST, 301.29 FEET; THENCE NORTH 00 DEGREES 01 MINUTE 21 SECONDS EAST, 351.60 FEET TOPOINT ON A LINE PARALLEL TO AND 20.00 FEET SOUTHERLY FROM THE SOUTHERLY RIGHT-OF-WAY LINE OF OLD SAUK ROAD; THENCEALONG SAID LINE PARALLEL TO THE SOUTHERLY RIGHT-OF-WAY LINE OF OLD SAUK ROAD SOUTH 89 DEGREES 58 MINUTES 39SECONDS EAST, 208.06 FEET TO THE WEST LINE OF AFORESAID LOT 2 OF CSM 6407; THENCE ALONG SAID WEST LINE OF LOT 2 NORTH01 DEGREES 47 MINUTES 37 SECONDS EAST, 60.03 FEET BACK TO THE POINT OF BEGINNING.

SAID PARCEL CONTAINS 1,033,883 SQUARE FEET OR 23.73 ACRES INCLUDING EXISTING 33 FOOT RIGHT-OF-WAY OF OLD SAUK ROAD, OR1,019,200 SQUARE FEET OR 23.40 ACRES EXCLUDING 33 FOOT RIGHT-OF-WAY.

LEGAL DESCRIPTION

NORTH

1

4

CORNER SECTION 21-T7N-R8E FOUND

4 TIES AND AND AN INACCESSIBLE MONUMENT

BOX REPRESENTING THE NORTH

1

4

CORNER

E EXISTING ELECTRIC

I, JULIUS W. SMITH, WISCONSIN PROFESSIONAL LAND SURVEYOR S-3091, DOHEREBY CERTIFY THAT THIS SURVEY AND MAP IS CORRECT TO THE BEST OF MYKNOWLEDGE AND BELIEF WITH THE INFORMATION PROVIDED, BY THE ORDEROF THOSE LISTED HERON, AND THAT THIS SURVEY COMPLIES WITH AE 7 OFTHE WISCONSIN ADMINISTRATIVE CODE AND THE PROVISIONS AS STATED INSECTION 16.23 OF MADISON GENERAL ORDINANCES .

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

SURVEYORS CERTIFICATE

ASPHALT PAVEMENT

EXISTING EASEMENT

EDGE OF WOODS / TREE LINE

VERTICAL BENCHMARK

PROPOSED EASEMENT

OLD SAUK ROAD

LOCATION MAP NOT TO SCALE

ENCORE HOMES, INC6840 SCHNEIDER ROADMIDDLETON, WI 53562

OWNER:MIDDLETON-CROSS PLAINS

AREA SCHOOL DISTRICT

PROPOSED EAGLE TRACE PLAT

TOWN OF MIDDLETONLANDS

CITY

OF

MAD

.

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

NORTH

1

4

CORNER SECTION 21-T7N-R8E

FOUND 1-1/4" REBAR

N: 482,858.12 E: 771,189.37

( 482,858.17 ) ( 771,189.36 )

PER TOWN OF MIDDLETON REMONUMENTATION MAP

( 482,858.03 ) ( 771,189.34 )

PER SANDSNES TIE SHEET 2-16-2004

LINE TABLE

LINE #

L-1

BEARING

N 89° 58' 59" W

( S 89° 38' 09" W )

( S 89° 39' 48" W )

( N 89° 58' 35" W )

DISTANCE

431.54'

( 431.57' )

( 431.57' )

( 431.57' )

N 1° 47' 37" E 60.03'

( * )

( ** )

( *** )

L-3

( S 1° 24' 07" W )( * )

( S 1° 24' 42" W )( ** )

* PER CSM 6407** PER CSM 9672

*** PER THE WILLOWS II

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

SAN SAN EXISTING SANITARY SEWER

WAT WAT EXISTING WATER MAINSTM STM EXISTING STORM SEWER

N 89° 36' 45" E 56.61'L-2

FRANCOIS AND JACKIE LUYET705 CHAPMAN STREETMADISON, WI 53711PARCEL NO. 038/0708-212-8550-3

MIDDLETON COMMUNITY CHURCH645 SCHEWE ROADMIDDLETON, WI 53562PARCEL NO. 251/0708-212-0101-2

NE-NE

SE-NE SW-NW

NW-NW"THIS""PLAT"

20 2116 17

NE-NW

SE-NW

GRAVEL OR RIP RAPVLT

E

EXISTING FIRE HYDRANT

EXISTING CURB STOP WATER VALVE

EXISTING GAS VALVE

EXISTING GAS TEST STATION

EXISTING STORM MANHOLE

EXISTING UTILITY POLE

EXISTING CATCH BASIN

EXISTING INLET

EXISTING UTILITY VAULT

EXISTING TRANSFORMER

EXISTING LIGHT POLE

EXISTING UTILITY PEDESTAL

R: 1110.64I: 1104.40*

STRUCTURE INFORMATIONR= RIM I= INVERT* PER RECORD INFORMATION

NW 1/4 OF SECTION 21 - T7N- R8E