HomeMy WebLinkAbout2005 A
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NORTH 1/4 CORNER
SECTION 36 h a
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UNPLXYTED LANDS
S89®04'28°W 1852.93` 2.93`
- - - - - - - - - 548,43' (S89°04'24"W 548,41')
125TH _ _ ---TH AVE N .
130405® (589"03'59"W' 1304.51'1
NORTH LINE OF THE NW1/4 OF THE SETA
LOCATION SKETCH z 0
36.15' - CE -
rl 879Q1,31 _ C3 CENTERLINE NORTH LINE OF THE NE114 OF THE SW114 N88°18'37"E 1625.40' W a
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aN~ ~ ~I EASEMENT TO ST. CROIX ELECTRIC COOPERATIVE IN VOLUME 256, PAGE 180: BLANKET EASEMENT OVER 1ENT OVER THE NE114
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0_ p- m O~0 EASEMENT TO ST. CROIX ELECTRIC COOPERATIVE IN VOLUME 256, PAGE 181: BLANKET EASEMENT OVER SEC. 36, T30N,
R20W, TOWN OF ST. JOSEPH N N n M
LENT OVER THE SE114 SEC. ST
CN 2500 OF THE SW114 AND THE SW1/4 OF THE SE1/4. T ST. CROIX COUNTY, WISCONSIN 3 o cp
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EASEMENT TO WISCONSIN TELEPHONE COMPANY IN VOLUME 421, PAGE 300: AN EASEMENT OF NOT MORI = NOT MORE THAN 20 f m
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FEET IN WIDTH OVER THE SW1/4 OF THE SE1/4 AND THE SE1/4 OF THE SW1/4, LOCATION UNSPECIFIED. CIFIED. Y L z 11
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49.52 Acres Total d SET 1" OUTSIDE DIAMETER IRON PIPE
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48.11 Acres Ex. Right c1 Right of Way j a V . i
(XXXXX) PREVIOUSLY RECORDED BEARING AND(OR) DISTANCE m rn
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DESCRIPTION FROM TITLE COMMITMENT NO. 10644901
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OLD BITUMINOUS PAVEMENT
Part of NE of SW and part of NW '/4 of SE '/4 of Section I
36-30-20 described as follows: Commencing at the S V4 corner of
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said Section 36; thence N0001 4'3611E 1300.79 feet to the SE corner \ II 1 6
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of said NE %4 of SW '/4 and point of beginning; thence N89°31'25"E \
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550.97feet; thence along the S line of said NW /a of SE /4 II
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N00°07'43"E 1305.07 feet to the N line of said NW'/4 of SE Y4; ~ II
thence S89°04'24"W along the N line of said f SE'/4, 548.41 ® -C
feet to the NW corner of said NW `/4 of SE V4; thence 389°03'59"W II
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along the N line of said NE 1/4 of SW 1/4, 1304.51 feet to the NW
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corner of said NE of SW '/4; thence SO0°16'30"W along the W CURVE DATA TABLE
line of said NE'/4 of SW Y42 456.8 feet to a point on a corner
(CURVE concaved to the SW and having a central angle of II I I
22°51'30" and a radius of 2010.08 feet thence SEIy 801.93 feet Number C1 C2 C3 C4 ;4 C5
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along the arc of the curve, the chord of which bears S35°36'22"E ,ArgRadius Length 2010.08 2010.08 889.00 2010.08 1 010.08
2010.08 j
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796.62 feet to the point of tangency thereof, said arc also being the
0°16'07' 00°12'15" j z
NEIy Right-of-Way line of State Trunk Highway "35"; thence N10 ®O Central Angle 22'51'30" 00028'22" 1202817" 00016'07"
N65°49'23"E along said Right-of-Way line 70.0 feet; thence Chord Bearing S35°36'22"E S18°38'29"E S85°27'15"E S18°44'36"I .18°44'36"E S18°30'25"E
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S0001 3'58"E along said Right-of-Way 201.6 feet to a point on a O
\ ® Chord Length 796.62 16.59 193.12 9.43 .43 7.16 U
curve concaved to the SW and having a central angle of 00015151"
-t Arc Length 801.93 16.59 193.50 9.43
and a radius of 2010.08 feet; thence SEIy 9.27 feet along the arc of .43 7.16
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the curve, the chord of which bears S1 8°44'45"E 9.26 feet to a point Q
on the S line of NE 1/4 of SW '/4, said arc being the NEIy t7o~
I "NOTE: FENCE REMNANTS WERE ~ OBSERVED LYING 1 TO 2 FEET
Right-of-Way line of State Trunk Highway "35"; thence N89°30'18"E OD C U
SOUTH OF THE STANDING FENCE.
along the S line of said NE '/4 of SW '/4, 766.03 feet to the point of
beginning.
\ SOUTH LINE OF THE NE1140E THE SW1(4 FENCE IS 2.04 SOUTH LINE OF THE NW1/4 OF THE SE1/4
NORTH OF (N89°31 '25"E)
Part of SE 1/4 of SW 1/4 lying Ely of State Trunk Highway "35" and ® Gh (S89°30'1 8"W 766.03')
PROPERTY LINE N89°31'29"E 550.97' _ m >
lying N of the N line of the plat of Pine Tree Meadows according to S89 30'09"W 765.98' FENCE IS ON m
Certified Survey Map in Vol. 1, page 208 and Certified Survey Map PROPERTY LINE m N V -V k'14"E 526.09' ; S89"29159"E
470.10' W
FENCIHIS 0.5
in Vol. 1, page 68 and all of the SW 114 of SE'/4lying N of the N line S89'28056"E 318.41' 1 50 TH OF PROPERTY LINE 589*404"E
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-FENCE IS 0.4'? (S89°30'18"E 1 989°30118"E
of the plat of Pine Tree Meadows found in Certified Survey Map SOUTH OF 989°30'18"E) i
LO 1 I (N89°31'25"E) I J
Vol. 1, page 208 and Certified Survey Map. Vol. 1, page 68, all in PROPERTY LINE ) PROPE I ( I )
Section 36-30-20. i \ I I Q r
CSM VOL 1, PG. 208
PINE TREE MEADOWS 1 - V) Q
I _CSM VOL 1, PG. 68 F.
r plat and the survey on which it is based o n I
To: TERRY PIRIUS and ATTORNEY'S TITLE GUARANTY FUND INC., that this map or plat and the Z M .J
3M Land Title Surveys,' as jointly established ~Ds 00 ~ ~ W Z
were made in accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title ~o m
and adopted by ALTA, ACSM and NSPS in 1999, and includes Items 1 and 4 of Table A thereof. P A thereof. Pursuant to the "Accuracy
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i. Standards for Land Title Surveys," as adopted by ALTA, ACSM and NSPS and in effect on the date :t on the date of this certification,
the WW ~ O
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undersigned further certifies that proper field procedures, instrumentation and adequate survey per; :e survey personnel were employed inorder to
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sure Requirements for Survey
achieve results comparable to those outlined in the "Minimum Angle, Distance and Closure Requires ~ W a
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Measurements Which Control ALTA/ACSM Land Title Surveys." K 1( yL
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+ Dated this e/5P day of 14% 2005. x, ,p t KF `6,~~\ W YY WOO
J Revised this !/u1 day of OJ 2005 OVA, ZFg ~e
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Douglas J. 480ler Fa&.it3ad7f4, SCALE: 1 100' , ~ ~
SOUTH 114 CORNER
Registration Number: S 2145
day SECTION 36 0 100 200 h7
S & N Land Surveying V l V
2920 Enloe St.
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Hudson, WI 54016
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(715) 386-2007 a
SHEET NO.
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