HomeMy WebLinkAbout2021 AF_T*-o:4-_64ox UN I _T T'
19 20 21 22 23 24 25 26 27 28
SQUIRREL WAY EAS
I I (R.A. S89°56'02"E V500.00')
d' in
W �
O m
<IIWN
'0
O O1
Lf7 �
XIW
-4 co
°11 0 0
O
Z o
a
100'
(R.A. N00°03'58"E 50.00')
NO° 01' 50"E 49.86'
��S_WC6_R_.SfC. 32
FD. MAG NAIL
PARCEL B DOCUMENT #974206
UNPLATTED LANDS
PARCEL B DOC. #821735
UNPLATTED LANDS
PARCEL B DOC. #821735
C2
N600 10'39"E 121.90'
C1
89° 56'02"E 442.75'
(R.A. S89°56'02"E)
S290 59' 21"E 57.87'
N. LINE OF PARCEL B
DOC. NO. 974206
EXISTING CURB LINE
15' UTILITY EASEMENT DOC. #687558
p 0 g N. RIGHT-OF-WAY
LINE C.T.H. K
E. LINE OF PARCEL B
DOC. NO. 974206
n C", 15' UTILITY EASEMENT
DOC. #687556
N N
I
� I N N. RIGHT-OF-WAY
LINE C.T.H. K
_,/-_
s 3:., 3I -t? Gz4-y e-- N.R. 20xj
PLAT OF SURVEY
LOCATED IN THE SW 1/4 OF THE SW 1/4 AND THE SE 1/4 OF THE SW 1/4
OF SECTION 32, T.31 N., R.17W., CITY OF NEW RICHMOND, ST. CROIX
COUNTY, WISCONSIN
SURVEYED LEGAL DESCRIPTION
"PARCEL B" DESCRIBED AND RECORDED IN DOCUMENT #974206, LOCATED IN THE SW 1/4 OF THE SW 1/4 AND THE SE 1/4 OF
THE SW 1/4 OF SECTION 32, T.31 N, R.17W., CITY OF NEW RICHMOND, ST. CROIX COUNTY, WISCONSIN, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
b N890 52'49"W 850.05' C.T.H. K DOC. #888101 N89° 52' 14"W 404.87'
(R.A. N89052'14"W 850.08') � 1° 10' 18"E 15.00' ° A
- - �n
L2
BEARINGS REFERENCED TO THE SOUTH LINE
OF THE SW 1/4 OF SECTION 32, WHICH HAS
A BEARING OF N89052'14"W, RELATIVE TO
THE ST. CROIX COUNTY COORDINATE
SYSTEM.
GRAPHIC SCALE
200' 0 100' 200'
LEGEND
o 3/411X18" REBAR WEIGHING 1.5 LBS.PER L.F. - SET
• 3/4" REBAR-FOUND
et 1-1/4" IRON ROD - FOUND
PLSS CORNER OF RECORD
C1 SEE CURVE DATA TABLE
(R.A.--) "RECORDED AS" BEARING OR DISTANCE
C.T.H.K - N890 52' 14"W 2176.31' - - - -
(R.A. N89°52'14"W 2176.52')
Z
-----N89° 52' 14"W 2650.74' ----
Curve Data
COOPER ENGINEERING CO., INC
COMMENCING AT THE S 1/4 CORNER OF SECTION 32;
2600 COLLEGE DRIVE, P.O. BOX 230
THENCE N.89°52'14"W., ALONG THE SOUTH LINE OF THE SW 1/4 OF SECTION 32, A DISTANCE OF 2,176.31 FEET;
Arc
C3
Radius
Central
Chord
THENCE N.00°01'50"E., A DISTANCE OF 49.86 FEET TO THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF C.T.H K AND
Length
I.D.
THE EAST RIGHT-OF-WAY LINE OF FOX WAY AND POINT OF BEGINNING;
Angle
Bearing
THENCE CONTINUING N.00°01'50"E., ALONG THE EAST RIGHT-OF-WAY LINE OF FOX WAY, A DISTANCE OF 498.41 FEET TO THE
(ft)
C1
INTERSECTION OF THE EAST RIGHT-OF-WAY LINE OF FOX WAY AND THE SOUTH RIGHT-OF-WAY LINE OF SQUIRREL WAY EAST;
30003'19"
N75002'18"E
THENCE S.89°56'55"E., ALONG THE SOUTH RIGHT-OF-WAY LINE OF SQUIRREL WAY EAST, A DISTANCE OF 500.13 FEET;
i0
C2
20.00
O
m
0
TO THE SE CORNER OF THE PLAT OF FOX RUN, SAID POINT ALSO BEING ON THE NORTH LINE OF PARCEL °B° DESCRIBED IN
Lr;
p�
Z N
DOCUMENT NO. 974206;
M a,
g
128.79
^�
THENCE S 89°56'02" E, ALONG THE NORTH LINE OF PARCEL "B°, 442.75 FEET TO THE BEGINNING OF A CURVE;
LD Q
0 U
W S
THENCE NORTHEASTERLY 120.65 FEET ALONG THE ARC OF A 230 FOOT RADIUS CURVE CONCAVE TO THE NORTHWEST
O
m
WHOSE CHORD BEARS N 75°02'18" E, 119.28;
boU
0_ ¢
THENCE N 60°00'39" E, ALONG THE NORTH LINE OF PARCEL "B°, 121.90 FEET TO THE BEGINNING OF A CURVE;
O
Z
°
CL,
THENCE SOUTHEASTERLY 31.42 FEET ALONG THE ARC OF A 20 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST WHOSE
O
CHORD BEARS S 74°59'21" E 28.28 FEET;
b N890 52'49"W 850.05' C.T.H. K DOC. #888101 N89° 52' 14"W 404.87'
(R.A. N89052'14"W 850.08') � 1° 10' 18"E 15.00' ° A
- - �n
L2
BEARINGS REFERENCED TO THE SOUTH LINE
OF THE SW 1/4 OF SECTION 32, WHICH HAS
A BEARING OF N89052'14"W, RELATIVE TO
THE ST. CROIX COUNTY COORDINATE
SYSTEM.
GRAPHIC SCALE
200' 0 100' 200'
LEGEND
o 3/411X18" REBAR WEIGHING 1.5 LBS.PER L.F. - SET
• 3/4" REBAR-FOUND
et 1-1/4" IRON ROD - FOUND
PLSS CORNER OF RECORD
C1 SEE CURVE DATA TABLE
(R.A.--) "RECORDED AS" BEARING OR DISTANCE
C.T.H.K - N890 52' 14"W 2176.31' - - - -
(R.A. N89°52'14"W 2176.52')
Z
-----N89° 52' 14"W 2650.74' ----
Curve Data
COOPER ENGINEERING CO., INC
2600 COLLEGE DRIVE, P.O. BOX 230
Chord
Arc
Curve
Radius
Central
Chord
Length
Length
I.D.
Angle
Bearing
(ft)
(ft)
C1
230.00
30003'19"
N75002'18"E
119.28
120.65
C2
20.00
90000'00"
S74059'21"E
28.28
31.42
C3
250.00
29051'10"
S15003'46"E
128.79
130.26
SURVEYOR'S NOTES
1. PREPARED FOR:
JOHN PETERSON
2281 COUNTY ROAD B WEST
ROSEVILLE, MN 55113
PROJECT #21375007
2. DATE FIELDWORK COMPLETED: 4/26/2021
3. NO UNDERGROUND UTILITIES LOCATED THIS SURVEY
4. NO TITLE SEARCH BY COOPER ENGINEERING COMPANY.
/S 1/4 COR. SEC. 32
FD. 2" IRON PIPE
THENCE S 29°59'21" E, ALONG THE EAST LINE OF PARCEL "B°, 57.87 FEET TO THE BEGINNING OF A CURVE;
THENCE SOUTHEASTERLY 130.26 FEET ALONG THE ARC OF A 250 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST
WHOSE CHORD BEARS S 15°03'46" E. 128.79 FEET;
THENCE S 00°08'10" E, ALONG THE EAST LINE OF PARCEL "B°, 395.05 FEET TO THE NORTH RIGHT-OF-WAY LINE OF C.T.H. K;
THENCE N 89"52'14" W, ALONG SAID NORTH RIGHT-OF-WAY LINE, 404.87 FEET;
THENCE S 01°10'18" E, ALONG SAID NORTH RIGHT-OF-WAY LINE, 15.00 FEET;
THENCE N 89°52'49" W, ALONG SAID NORTH RIGHT-OF-WAY LINE, 850.05 FEET TO THE POINT OF BEGINNING.
CONTAINING 631,482 SQUARE FEET OR 14.497 ACRES.
SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
SURVEYOR'S CERTIFICATE
I, JON M. NELSON, WISCONSIN PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT I SURVEYED THE DESCRIBED AND
MAPPED PROPERTY AND THAT THIS SURVEY COMPLIES WITH CHAPTER A-E 7 OF THE WISCONSIN ADMINISTRATIVE CODE.
(n,AA..,M u A&A -
JON M. NELSON S-1969
JON M
* NELSON
i S`19w + w
Rice Lake
t wl
d:SeU10,����
COOPER ENGINEERING CO., INC
2600 COLLEGE DRIVE, P.O. BOX 230
RICE LAKE, WISCONSIN 54868-0230
TELEPHONE (715)234-7008
FAX (715)234-1025