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
