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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 87"5LOg" E AND THE NW 1/4 OF THE SW 1/4 OF SECTION 10; ALL IN THE
2611:42° T30N, R16W, TOWN OF EMERALD, ST. CROIX COUNTY, WISCONSIN
NW COR. ~ (AND DESCRIBED IN DEEDS VOL. 820, PG. 190)
00 SEG. 9 -N 1/4 COR.
0 a SEG. 9 SCALE. 1 250°
O
° SW 1/4- 0 125 250
m:
SE 1/4-
INS 1/4 BEARINGS ARE REFERENCED TO THE
Wnx THIS R.R. R /W DETE fir IKPAQ nCT[0kflUCn
N
O1 NOR7H LINE OF THE NW 1/4 OF /&°7 L4 V:., 995 SECTION 9, T30N, R16W, RECORDED
BY LOCATING THE CENTE!
w P. 585_ N I i V AS BEARING S 87'SZ'00"E. OLD GRADE. ITS LOCATI( THE CENTERLINE OF
vt,, NOT EXACT.
ITS LOCATION IS
4~4
E 1/4 CORNER SI
S 88'bW Q" E, 5293. 47° (o.k.o. W 1/4 SE(
.CORNER SEC. 9
2615.74° 1338.86' ET MAGNETIC K NAIL IN
W 1/4 SEC. 10)
W 1 /4 CQR. c7r SEC. 9 UARRY ROCK, EXCEPTION - le,kv o
,I SURROUNDED [DEED V. 24, P, 468-469 ~1.~
" BY PAINTED . r O^~
STONE THIS DEED, DATED JULY, 1884, DESCRIBES THE RR x o R/W THROUGH THE HE 1/4 - SE 1/4 OF SEC.
9"
AS BEING 50 FEET ON EACH SIDE OF THE r rn
CENTERLINE OF THE TRACK. SINCE THE TRACKS N 88°57'95"
HAVE LONG BEEN REMOVED AND ALTHOUGH THE OLD 485.00' C .
TRACK GRADE IS SOMEWHAT DISTINGUISHABLE, IT t
WOULD BE VERY DIFFICULT, IF NOT IMPOSSIBLE, TO
DETERMINE PRECISEI.Y WHERE THE TRACKS ONCE
LAY. TRADER` SPHONE PLO
Q IYf.... 1 /4-SI.._ 1 /4 SCALE"
u ° (SEC. 9, T30N, R16W) \
NW iSE
TOTAL AREA 1,983,000± S.F. OR V. 1037 45.52 ACRES MORE 0R LESS P. 27510' ROAD TO PIT (EXCLUDING
160TH AVE RIGHT OF
0 WAY AND DEEDS V. 24, P. 468-469
FECLINE o SECTION 10
KOF FeRE #24aa 0
v) CA ALONG THE
0 o N E~ I SECTION 10
QT Cfl j(j f «
O N x Q ~ PHONE PED +10
E E N 8812'36" W 1.
1347.28' -
N 7u SW t/+4- O
~O o SE 1/4 I '°°°t-GRAVEL
N~l ENTRANCE
V. 1037
P. 275 {4
5W 1{4
Y SE 1/4 - SE 1/4 I Sec SEC. 10, UON, R15W
R6Y E. a
$ L.C. V. 1219. P. 009 0
8-1364 o
E ~ • N
W Vi '~L
91~
SUR9
SURVEYOR'S NOTES n a~
rn
A
THERE IS NO PRINTED FLOOD MAP FOR THE SURVEYED PROPERTY " ea
SHOWN. IT IS CONSIDERED TO BE A ZONE "C° AREA, OR ONE OF v EASEMENT -EASEMENT TO GTE (V. 457,
"MINIMAL FLOOD HAZARD," R P. 248) R R 248) THE WEST 25' OF
THE SW I~ THE SW 1/4 OF THE SW
NO PERMANENT STRUCTURES LIE WITHIN THE BOUNDARIES OF THE 1/4 OF SE 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 &8'
OTHERS, p.._.®
'
THIS SURVEY WAS PREPARED AT THE REQUEST OF MATHY 255
CONSTRUCTION COMPANY. BITUMINOUS
CSM Y. 2, L
(R) S 88°15'37°' E (R) S 88 95"29" E `0 P. 574
S 88°75038" E S 88°75`20" E ~
2631.72' ~ ~ 160kh A s2.BZ' S 835
..vv (R) 2717,41" ( 262
LIN R) 2531.71° °~If^t 2727.39' COI. Qi - GOVERNMENT CORNER OF RECORD to
SEG. 9 S 1 4 CGR FOUND CAPPED MONUMENT '°r~ S 1f
SEC. 9 C! - FOUND 3f4°0 REBAR - @ - (D = S 01.02145" E, 1718.00° SE COR SEC. 9 ~ 1
SEC.'
~
~1 - Q = S 01°02'49"E, 1750.92' (O.&,O. SW COR 66
----m -
• - SET 3/4" X 24" REBAR, WEIGHING (R) 1750' SEC 101
1/5 LBS./L.F. Q-Q = N 88°56'32 W, 25.02'
(R) - RECORDED AS (M - Q = N 01'02"45" W, 1307,12° LEG a.k.a. - ALSO KNOWN AS - Q = N 09'02'45"
W, 2324.24' 44
(R) 2350°
ST. CPF)S {
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