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PLAT OF SURVEY
BEING THE NE 1/4 OF THE SE 1/4 OF SECTION 9, EXCEPT DEEDS
VOL.. 24, PG. 468; AND PARTS OF THE SW 1 /4 OF THE SW 1 /4
S as?' o' E AND THE NW 1/4 OF THE SW 1/4 OF SECTION 10; ALL IN THE
X611.42' T30N, R16W, TOWN OF EMERALD, ST. CROIX COUNTY, WISCONSIN
~ .,`--NW COR. (AND DESCRIBED IN DEEDS VOL. 820, PG. 190)
SEC. 9
0DO -IN 1/4 COR.
000 SEC. 9 SCALE. 1'° = 250
a0.g SW 1/4- 0 125 250
NE 1/4 SE 1/4-
r`ae-n NE 1/4 BEARINGS ARE REFERENCED TO THE
THIS R,R, R W WAS SET s'd A-s nFIFRLANET
~Nm -V. 995 NORTH LINE OF THE NW 1/4 OF f-- / P'--586 V:.. 995 it
u G - - _ SECTION 9, T30N, R1 RECORDED BY C_OCATING THE CE N /
585. ~ AS BEARINGS &7'52'00 'OO"E. OLD GRADE. ITS t_OCAT
COMMUTED NOTEXACT,
j((C ,1 %4 COR. ~I
I/ E S 88'09"50•' E, 5293.47' ( 1/4 CORNER °
c,k.cW 1/4 BE ITS LOCATON S
u-
2615.74
I 1338 .86'
\-SET MAGNETIC . r 1
PK NAIL IN r v~
W 1/4 COR,
SEC. 9 QUARRY ROCK, EXCGPi1C7h1 °'F sae r n °
SURROUNDED a cS
DL.ED V 24, P 468469 '.N
; STONE INTED THIS DEED, €7A1PD JUf.Y 1884 DESCRiE1ES THE RR 0ocn
R/W 1HR000H HE HIS 1/4 ST 1/4 OR SEC. 9"
AS BE&'Jf 5C7 FEET ON EACH S~U~` OF THE
CENTERLINE Or TtIF TRACK. SIN€;F Tk-IE TRACKS -r N 88'57'1°
HAVE LONG SEEN REMOVED AND ALTHMJGH THE OLD 485100
TRACK GRACfE. IS SOME"Pr-tAi' DIS1'INGl1ISHABi. C:, IT 1
WOU1 D BE VERY DIFFICULT, IF NOT- IMPOSSIBLE, TO
DETERMINE PRECISELY' ViTERE' THE TRACKS ONCE'.
LAY. TRA.LERPHONE HID ~ o. W 1/4 SEC. 10)
K€ Q NE 1/4-SE 1 /4
SCALE
(SEC. 9, T301\1, R16W) r
FIRE X2400 0
NW 1/4- NI Soo
sE 1/4
TOTAL AREA = 1,983,000± S.F. OR 'i
45.52 ACRES MORE OR LESS N' V. 1037 (y; ta• Rona 1o alr SEC
Z P 275 (EXCLUDING 160TH AVE RIGHT OF
WAY AND DEEDS V. 24, P. 468-469)
` NOTE: THY'
N 8T57'15'0 E n
FENf;E~ NORTH ANi
LINE & { } OF THE SP
SW 1/4 OF
SECTION 11
0. o S 1 ALONG THE I Vol 0 0 ~A SECTION i.
N N V
0 0_ +10~
' - 2 PHONE PED
N 88'12"36" W
1347.28' rnrn
NO,. SW 1/4-
c0 C) SE 1/4 I (~GRAVEL
a n
ENTRANCE
V. 1037
P. 275
Sl SW 1 f4SW 9 4
SEC. 10, T30N, R16W
BE 1/4 - BE 1/4 I SEC
ROY E.
WMAMS L,C. V. 1219, P, 009 p
8-17&4 _ o
RICE CAKE 4
Suctv~~
P
SURVEYOR°~ NOTES ~ rn
THERE IS NO PRINTED FLOOD MAP FOR THE SURVEYED PROPERTY N
SHOWN. IT IS CONSIDERED TO BE A ZCNE "C" AREA, OR ONE OF EASEMENT -EASEMENT TO GTE (V. 457,
"MINIMAL FLOOD HAZARD." P. 248) T, P. 248) THE WEST 25" OF
THE SW 1/4 OF THE SW
NO PERMANENT STRUCTURES LIE WITHIN THE BOUNDARIES OF THE THE SW 14
1/4 OF Si 1/4 OF SECTION 10.
SURVEYED PROPERTY,
THERE IS NO ELECTRICAL SERVICE ON SITE,
NO EASEMENT RESEARCH WAS DONE BY THE SURVEYOR, ALL
EASEMENTS AND EXCEPTIONS OF RECORD WERE PROVIDED BY 0,69' 69
OTHERS. Ci---
THIS SURVEY WAS PREPARED AT THE REQUEST OF MATHY 255
CONSTRUCTION COMPANY, 89UMIN4US
LOT 1 r
CSM V. 2, i
L881528 37" E p P, 579 E (R) S 68'95'19 E if 2831.72. S B8°15'20"
E
(R) 2631.71' N 2711.39° 180th A -32.92_ J S SW3
(R) 2711.41' V__ z62
[SW COR. 0 - GOVERNMENT CORNER OF RECORD IQI
SEC 9 / FOUND CAPPED MONUMENT
S 1 4 COR. - ~ - S 01°02"45" E, 9718.04' S S i/
SEC. 9 0 _ FOUND 314" REBAR SE COB SEC. 9 ~'v I SEC.
(Z) - (C} = S 41`02'45"E 4750.92° (a.k.a. SW CDR
• - SET 3/4" X 24'" REBAR, WEIGHING (R) 1750` SEC.--L®}.-.-a 6B
CSM V. 2,
1/5 LBS./L.F. Q-(01= N 88°5&'32 W, 25.02" P, 579
tL l) f`',
(R) - RECORDED AS QJ? -y = N 01402'45" W, 1307.12"~
u.k.o. - ALSO KNOWN AS - ~k = N 01°02'45" W, 2324.24" 1666 DEC, u '
(R) 2350' l 5.
k
6E .