HomeMy WebLinkAbout2020 ANotes
1. While performing the field work for this survey, one of the residents from Lot 8 came to tell me that the pipe I found was in the wrong location - that it "originally" was
NR Corner
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1 1/4" (o.d.) Iron Pipe, found.
about 1-1/2 feet from where I found it. Due to the fact that my "found" location matches the other pipe found for Lot 2, this statement makes no sense.
Section 31
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4' Wood Lath set on lot line.
2. In the area shown for "See Note 2", there was a line of fence posts set in the ground. They started out fairly close to the lot line (by the NE corner of Lot 2) but by the time
T31N, R18W
(Aluminum Cap)
DRAFTED BY: DPK
FILE: /2020/20-3549/PropertySurvey.scj
they were near the pipe set on the North line of Lot 2, they were encroaching several feet onto Lot 2. My assumption is they were set by the owners of Lot 8 to represent the
lot line, but it is not possible to see from the NE corner to the NW corner (for Lot 2), due to elevation change, trees midway along the lot line and the evergreen tree (shown).
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3. Also while on the site, the individual from Note 1 stated something about not disturbing the irons set on their lot line. Unsure if they referred to iron pipe or the fenceposts.
County survey maps were searched but nothing showed up for these lots, other than the C.S.M. and the plat of Prairie Pond Breaks.
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4. It appears the description for "Parcel 1" was taken directly from the "location" on the C.S.M. The land included in the C.S.M. was located in both the NE 1/4 -NE 1/4 and
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the SE 1/4 -NE 1/4 of Section 31, but Lot 2 is located in the SE 1/4 -NE 1/4 of Section 31 only - not in the NE 1/4 -NE 1/4. I
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616'
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Evergreen Tree Lot 8 Prairie Pond Breaks I
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(N 89°36' 09" E) See Note 1 I
N 89°54'55" W
S 89054'55" E 556.03'
66.00'
81.85' 88.79' 97.70' 151.70' 104.83'
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31.16' 299.50' 256.53' I_
See Note 2 j
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Lot 2 C.S.M.
� Radius=167.00'
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Vol. 17 P. 4517 Central Angle=61°36'18"
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141)
Are Length=179.56' ;
Doc. No. 721170 Chord Length=171.04'
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Chord Bearing=S 31006'26" W
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2.675 Acres Tangent In=S 00018'17" WLO
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116,537 S.F. Tangent Out --S 61054'35" W
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(Chord Bearing=S 30°37' JO" W) i'
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A (Tangent /n=S 00°10'39" E) '
1-61 �2 j9 The on-site man-made features (buildings, (Tangent Out=S 61°25'39" W)
�'. driveway, etc.) are not shown.
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Lot 9, Prairie Pond Breaks 12'Wide Utility Easement w � ",' 1
as shown on C.S.M.A1$
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/ - Lot 18, Prairie Pond Breaks
I; 1/4 Corner
Section 31
ee / / \
T31N, R18W
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Iron Bar)
Property Description (Warranty Deed,
Vol. 2316, Page 61, Doc. No. 730418)
Parcel 1: Lot 2 of Certified Survey Map filed 5-13-2003 in Vol. 17
of Certified Survey Maps, Page 4517, as Document No. 721170,
located in part of the Northeast Quarter of the Northeast Quarter
and part of the Southeast Quarter of the Northeast Quarter all in
Section 31, Township 31 North, Range 18 West, Town of Star
Prairie, being part of Lot 1 of a Certified Survey Map recorded in
Volume 9, Page 2686, as recorded in the Register of Deeds
Office for St. Croix County, Wisconsin.
Parcel 2: Together with an easement for ingress and egress
purposes as shown in Vol. 2237, Page 135, as Document No.
720904, St. Croix County, Wisconsin.
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Scale In Feet
0 30 60 120
Legend
Client I certify that this map is correct to the best of my knowledge
Jeff Jacobson and belief and that this map complies with the provisions of
/ 1868 90th Street Chapter A-E 7 of the Wisconsin Administrative Code.
/ \
Lot 17, Prairie Pond Breaks \ New Richmond, WI 54017
Daniel P. Kugel S-2684
Professional Land Surveyor
SCON
1110
DANIEL P.
KUGEL
S-2684
RIVER FALLS,
WI -lp
DATE: 9-1-2020 REV.: REV.:
County Section Corner Monument,
found (type noted).
•
1 1/4" (o.d.) Iron Pipe, found.
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1 1/4" (o.d.) x 18" Iron Pipe weighing
1.68 lbs./linear foot, set.
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4' Wood Lath set on lot line.
(200.00')
Previously recorded dimension.
Client I certify that this map is correct to the best of my knowledge
Jeff Jacobson and belief and that this map complies with the provisions of
/ 1868 90th Street Chapter A-E 7 of the Wisconsin Administrative Code.
/ \
Lot 17, Prairie Pond Breaks \ New Richmond, WI 54017
Daniel P. Kugel S-2684
Professional Land Surveyor
SCON
1110
DANIEL P.
KUGEL
S-2684
RIVER FALLS,
WI -lp
DATE: 9-1-2020 REV.: REV.:
SCALE: „ _ ,
1 - 60
OGDEN ENGINEERING CO.
Civil Engineering & Land Surveying
1234 S. Wasson Lane, River Falls, WI 54022
Phone: (715) 425-7631
Web: ogdenengineeringinc.com
PROJECT
NAME: ow 2, C.S.M. (18. C 90th Street)
Town of Star Prairie, St. Croix County, Wisconsin
JOB NUMBER:
20-3549
REV.: REV.: REV.:
REV.: REV.: REV.:
LOCATION:
Sec. 31, T31N, R18W
SHEET NO.:
1 of 1
SHEET TITLE:
Property Survey
DRAFTED BY: DPK
FILE: /2020/20-3549/PropertySurvey.scj