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W 1/4 CORNER 13144: N 89004' 17" W 131442"
SECTION 25
T28N, R20W
f
(1" IRON PIPE)
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4
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R=865.00'
R=511.13'
R=525.00' A=12°46' 26"
A=07°55' 15" L=192.85' 6-36°32' 16"
L=325.95' I
L=72.58' Tan=96.83'
Tan=168.73'
Tan=36.35' Ch- 192.45' FURNISHED BY CLIENT
r > Ch-320.46' o r-
Ch=72.52` ChBear=N 83036' 47" E
ChBear=N 731151 56.5" E Tanln=N 77'13' 14" E
Tanin=N 69°18' 19" E TanOut=N 90°00' 00" E
TanOut-N 770131 34" E
CENTERLINE OF PRESENT
TRAVELED DRIVEWAY.
N 69°18' 19" E
30.12' R o E 264-
.1-5o 3C4
r M to 777 1 o-
r 284 3 .57 R=832.00`
- ^'M(N~% t' N A=12°46' 26"
R=492.00' L-185.49°
Tan=93.13' A--07055' 15
RQj L=68.02' Ch=135.11 `
Tan=34.06' ChBear=N 83°36'
Ch=67.96 Tanln--N 77013' 34
6951 t ' ChBear=N 73'15' 56.5°' E TanOut=N 90°00' 1
A Tanln=N 69018' 19" E
TanOUt=N 77013' 34" E
\ LA
n LA
o\\ ~ U? t~~
o \ LA \
10' WIDE ACCESS ROAD EASEMENT REC,
` VOLUME 771, PAGES 49-50, DOCUMENT
v? AND VOLUME 475, PAGE 234, DOCUMENT
AND VOLUME 458, PAGE 246, DOCUMENT
1 ` (EXISTING DRIVEWAY DOES A`GT STAY W1
EASEMENT THROUGHOUT THE ENTIRE LEN Af Tf/'Y f^' l f•a /ll T~~a nrFrv rvn t ~ ~ \
l ~ ~ ~~__0.A
0
1 O 3/4" PIPE
^ f u3 CN
y-. ~
co•~I
If 3/4" PIPE
R
f O ` 3/4°' PIPE" r
_ 1
N 10'53'41" W f f z
111.30' O
(R-N 11*18` W) \
r 25'
f ~3 314" PIPE i
CALCULATED POSITION FELL. IN A f e ZNNo l\
WOODEN FENCEPOST. THEREFORE, A -----7-- a \
1" x 24" IRON PIPE WAS SET NEXT TO THE POST, All,
N 27°06' 59" W 019' OF THE CALCULATED POSITION,
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4 L
/ f 1~~6, E~ a F^ Q~pF-~~,
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✓ ` oL~'o 5010' It ILOT 1 r
~ \ ~a' (R 6~ M Y L .5 , CSM. ® s EXISTCNG 5HEL7
\ C~ 6j^N PJASE_1331 t~l VOI. 5 _
\ N~? !~,~®P-O-Q #{33 7j i5_3 /NEA2E1333 DOC ® .~38756 \
EXISTING GARAGE- L
_ :
y®olt\ G LOT 3
CSk
Via? 60~pc m VFE, 5
y~ EXSTNG Z PaGE 1350
2ray Ca EXIShNG
WELL DCC..#1878 5
e N i _ O MANHOLE
Y'
WATER'S EDGE ON 5-25-00 N \ gENCNM SPIKE 014
ELEVATION=674.7 SOUTH~wOSTFOR DEC"
BOT TOM ZILEVATION 66 45 OVERHEAD PCYER LINES
AS SHOWN OP LOT 3 C.S.M,
ExS;;''c=' VOL. 771
DRAM7ELO - 1 1/4' PIPE
VENT PAGE 188
DOCUMENT #423140 N 8 °27'17" N
F Ni4"Y0N I It k®O Qp ~ (R-M 88050' W E _ i
Ul` 1~ ~r0 9` ASPW
~ ~5 5
IN VOLUME 263, PAGE 332,
ah ~ ) PRI > PREVIOUSLY RECORDED INFORMATION. (4) A RIGHT-OF-MAY EASEMENT FOR RURAL
ELECTRIC LINE
a~ ~56~9
TO ST. CROIX COUNTY ELECTRIC COOPERAT WE
5 IN VOLUME 263, PAGE 414.
~ tR~S PROPERTY SURVEY
`h (5) ALL EASEMENTS MENTIONED IN VOLUME 771, PAGES 49-50,
-0. SCALE: 1'° 100` OGDEN ENGINEERING CO. DRAWN BY:
DOCUMENT NUMBER 423062.
Civil Engineers & Land Surveyors DPK
(6) ALL OTHER EASEMENTS OF RECORD.
DATE: 113 W. Walnut St., River Falls, WI 54422 FILE: /D.00/D.002468/
6-15-'00 (715) 425-7631 MapForVogelS70
REVISED: CLIENT: LAYERS:
HARVEY C. VOGEL, JR. ALL EXCEPT 22
205 IVER FALLS, W SROAD .
LOCATION: R
CONSIN 54022 JOB NO:
SECTION 25, T28N, R20w 00-2468