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A F SURVEY
LOCATED IN PART OF THE NW 1/4 OF THE 7oD' f^\
SE 1 /4 OF SECTION 12, T29N, R20W, TOWN \ \ i a
OF HUDSON, ST. CROIX COUNTY, WISCONSIN. \
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PREPARED FOR% THEORETICAL\, r ` NORTH
MAE RICHIE rr CORNER
1039 HWY "35" rr (SEE NOTES)
HUDSON, WI 54016 1~Q~7~ rrr
SURVEYOR. .710 r
TY R. DODGE ' rr
S do N LAND SURVEYING. INC. c
2920 ENLOE STREET rr i
HUDSON, WI 54016 rr
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LEGEND f
CAL\-
L\ FOUND ALUMINUM COUNTY / rr
l7 SECTION CORNER MONUMENT //f rr i ~ 4
r r n. z
FOUND 1" OUTSIDE ' itL
DIAMETER IRON PIPE / y, - - - - - c
FOUND 1^1 /4" OUTSIDE
(1 l / CFA i .`.r' w
✓ DIAMETER IRON PIPE
SET 1" OUTSIDE DIAMETER BY / c
O 16" LONG IRON PIPE WEIGHING <v i
1.13 LBS. PER LINEAR FOOT
FENCE] 2 z
O vQt hr~ y~3, rn
T LOT AREA z
224,193 SQ. FT,
t*i ~o
5.147 ACRES OD a / i
/r f N 4Pr ° Cr- S
/ ~ ® wa i
c
f OINE
OF F DRIVEWAY HOUSE r e
z V m r V
/ VENTS .r -
W O Z YNt(IIfY/,
6 SEPTIC
m d4 a
co M
207,
56 tsHED { 7 a m
960*
d K 179.56$ ~lC?~y
f 71RO 9t'(IN ERROR C1
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Survryan Notre } SCALE IN FEET
/ This is a survey of an existing parcel of record In a Warranty Deed recorded in rf i 100
Volume 330 Page 65. Discrepancies were found In the deed and are noted below.
1, East boundary of parcel does not call out being the east line of the NW 34 of FOUND
the SE 34, However, found Irons and fence along sold line follow, within SOUTHEAST
approximately 1 foot, of the east line of the NW 14 of the SE 34. CORNER 3/4" X
/ 10' IRON PIPE
Bearing along the westerly aide as described to deed matches bearings
S78'31`55'E
an Stater Highway Right of of Way Plat 6*25. 8425. Based on thl% this, the the Intent appears to o t 4.25` FROM SET
be to hold sold right of way, r v+ CORNER
CA CA Z
It appears that the Beortnq N053'E as totted In the dead would be in error. If a y w p
bearing of Na53'W were used, the description would better fit the right of way of :^ti.B N tS
Highway 35 and above said east line of the NW 34 of the SE 34. In establishing ~3" a 'A
the boundaries hereon, sold N053`W bearing and distance of 906.01 from the
found southeast corner was used to compute a theoretical north comer of the p m
j property which falls Into the right-of-way. A bearing and distance of S30` 48'W
!f/ 950.00 feet was that computed to determine a theoretical southwest comer of
the property. This theoretical Southwest corner would fit within 0.8' of the actual
right of way line of the highway. The west line was cd)urted onto the highway
right of way and the south boundary was determined between sold southwest u?. ra
caner and the southeast caner (A found 3/4' Iron pipe), This southwest comer p o
position ciao fits wail with occupied caner location (fence comer), t i o
% Y Q
i I-SOUTH LINE OF THE NW1/4 OF THE SEt/4
~~a i Vn a Ja Q I P ~ (17177 Q e? TIC ~ CORNER OF THE
__________I_ SOUTH 1/4 CORNER SOUTH uNE NW t/4 OF THE c
SECTION 12 OF THE SEt/4 SE 1/4 c
1326.57' 1326,57
----N89'11'58 W 26-53.15'?T"
PWBJfJ:F. MW 9P: wex
RiCHIE PROPERTY „w no
SECTION 12-29-20 n 0 DAM ar/o/s x rsoan ro ns-sears
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TOWN OF HUDSON, Si. CROIX COUNTY, WtSCCNSIN n. rs xr sa ra nc-a-aNe o.a eras-at bWM0=QC"N&*M x
MAP OF SURVEY Atzth• ting/ tes S&N land SaTqq