HomeMy WebLinkAbout2024 A Water TowerSUMMIT OAKS ADDITION
SU
M
M
I
T
L
A
N
E
N
.
WOODCREST SECOND ADDITION
89
0
88
5
895
889
886
8
9
1
8
8
8
8
8
5
8
8
6
887
884
895
898
899
897
89
9
897
89
4
8
9
5
892
8
9
1
889
890
891
LOT 1
OUTLOT 1
LOT 2
LOT 44
LOT 45
LOT 33
SUMMIT OAKS ADDITION
88
3
882
88
0
87
8
87
7
87
6
87
5
880883
885
88
0
8
7
7
87
2
87
0
24
.
6
'
37.8'
39.5'
42.
8
'
89
3
89
3
891
8
9
2
89
0
894
N2
6
°
1
6
'
4
4
"
E
9
4
.
7
9
'
N
2
3
°
1
1
'
3
7
"
W
5
9
.
5
1
'
S71°
1
7
'
0
4
"
E
1
0
8
.
7
5
'
S0
1
°
2
6
'
3
0
"
W
1
2
7
.
0
1
'
S88°59'39"E 149.99'
L =3 7 .8 0 'C 1
(
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E
C
A
S
S
2
3
°
2
0
'
0
7
"
E
5
9
.
4
9
'
)
(R
E
C
A
S
S
2
6
°
0
8
'
1
4
"
W
9
4
.
7
9
'
)
(REC
A
S
N
7
1
°
2
5
'
3
4
"
W
1
0
8
.
7
5
)
(D
E
S
C
A
S
S
0
1
°
0
5
'
3
7
"
W
1
2
7
.
0
0
'
)
(DESC AS N89°17'50"W 150.00')
IN
G
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E
S
S
-
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G
R
E
S
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D
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4
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D
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-
B
U
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P-BU
R
G
G
G
FO
FO
F
O
F
O
F
O
F
O
ASPHALT
ASPHALT
ASPHALT A
S
P
H
A
L
T
CONCRETE
CONCRETE
CONCRETE
EX
BLDG
EX
BLDG
RETAINING
WALL
FENCE
FENCE
UNPLATTED
LANDS
SITE AREA
22,699 SQ. FT.
0.521 ACRES
(
D
E
S
C
A
S
N
2
3
°
2
9
'
5
9
"
W
5
9
.
4
9
'
)
1.
8
'
21
.
7
'
(D
E
S
C
A
S
N
2
5
°
5
8
'
2
2
"
E
9
4
.
7
9
'
)
(DES
C
A
S
S
7
1
°
3
7
'
5
7
"
E
1
0
8
.
7
5
)
22.8'
22.8'
14
.
6
'
14
.
6
'
15
.
0
'
22.8'
22.8'
15
.
0
'
BENCHMARK
PK IN PAVEMENT
ELEV 889.24
BENCHMARK
PK IN PAVEMENT
ELEV 878.92
29.99'30.00'30.00'30.00'30.00'
CURVE TABLE
CURVE #
C1
RADIUS
60.00'
DELTA
36°05'54"
ARC DIST
37.80'
CHORD DIST
37.18'
CHORD BEARING
N58°18'00"E
TAN BEARING 1
N76°20'57"E
TAN BEARING 2
N40°15'03"E
REC AS 36°06'00"S58°09'30"W S40°06'30"W S76°12'30"W
DESC AS 35°57'19"N57°59'32.5"E37.04'37.65'
60.00'37.80'37.18'
60.00'
600
602
3/4" REBAR SET, 18" LONG, WT. = 1.13 LBS./LIN. FT.
1" IRON PIPE FOUND (UNLESS OTHERWISE STATED)
DENOTES MAJOR CONTOUR
DENOTES MINOR CONTOUR
DENOTES HYDRANT, WATER VALVE
DENOTES SANITARY SEWER MANHOLE
DENOTES STORM SEWER MANHOLE, INLET
DENOTES TELEPHONE PEDESTAL
DENOTES BURIED POWER LINE, PEDESTAL
DENOTES BURIED GAS MAIN, GAS METER
LEGEND
S
ST
T
G
E
G
P-BUR
2"IP
2"IP
LEGAL DESCRIPTION
PART OF THE NW 1/4 NE 1/4 OF SECTION 13, T29N, R20W, VILLAGE OF NORTH HUDSON, ST CROIX COUNTY,
WISCONSIN, FURTHER DESCRIBED AS FOLLOWS:
COMMENCING AT THE NE CORNER OF SAID SECTION 13-29-20; THENCE N89°32'46'W ALONG THE NORTH LINE
OF THE NE 1/4, 1326.55 FEET TO THE EAST LINE OF THE NW 1/4 NE 1/4; THENCE S01°05'37'W, ALONG SAID
EAST LINE 1188.65 FEET TOTHE POINT OF BEGINNING OF THIS DESCRIPTION; CONTINUING S01°05'37“W,
127.00 FEET TO THE SE CORNER OF THE OF THE NW 1/4 NE 1/4; THENCE N89°17'50"W, 150.00 FEET ALONG
THE SOUTH LINE OF THE NW 1/4 NE 1/4; THENCE N23°29'59“W, 59.49 FEET: THENCE N25°58'22“E, 94.79 FEET TO
A POINT ON A 60.00 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY WHOSE CENTRAL ANGLE MEASURES
35°57'19" AND WHOSE CHORD BEARS N57°59'32.5“E AND MEASURES 37.04 FEET; THENCE NORTHEASTERLY
ALONG THE ARC OF SAID CURVE, 37.65 FEET; THENCE S71°37'57“E, 108.75 FEET TO THE POINT OF
BEGINNING.
10-16-2024
PROJECT NO.
DATE:
HUDSO 180650 PLAT OF SURVEY
DEERPATH WATER TOWER
HUDSON, WISCONSIN
SURVEY FOR:
SURVEYOR:
SURVEYOR'S CERTIFICATE
I, JASON L. CANCE, WISCONSIN PROFESSIONAL LAND SURVEYOR NO. 2688, HEREBY CERTIFY THAT I HAVE
SURVEYED THE PARCEL SHOWN HEREON. I CERTIFY THAT THIS BOUNDARY SURVEY IS CORRECT AND
COMPLETE TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT I HAVE COMPLIED WITH THE PROVISIONS
OF A-E 7 OF THE WISCONSIN ADMINISTRATIVE CODE IN SURVEYING AND MAPPING THE SAME.
______________________________
JASON L. CANCE WIS. PLS -2688
OCTOBER 16, 2024
BEARINGS ARE REFERENCED TO THE SOUTH LINE OF
SUMMMIT OAKS ADDITION AND THE NORTH LINE OF
WOODCREST SECOND ADDITION WHICH IS ASSUMED TO
BEAR SOUTH 89°59'39" EAST.