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North 1/4 Corner MAP OF SURVEY
~u~~ey Sut~ey Section 11-30-16
MoP o~ 200 Mop oE,-2001 Aluminum Cap Cn N THE NORTH HALF OF THE SOUTHWEST QUARTER OF
West 1/4 Corner ' dove'- " ao~ea' ° 11 w SECTION 11, TOWNSHIP 30 NORTH, RANGE 16 WEST,
Section 11-30-16 -
2 I o TOWN OF EMERALD, ST. CROIX COUNT Y,WISCONSIN
S88°1 7'1 0"E II 2658.88' Q0
Iron pel S88°17'10°E 1329.44 m l
I NW Corner S88°17'10"E 329.44' N I 2667.57'
1296.42' NE/SW 96.05' E Corner
33.02' 1233.39' NE/SW S88°17'10"E
_ `shed proposed East 1/4 Corner
o Section 11-30-16
existing \ AIUmI 1Um lap
01 ~0 driveway \ n z PARCEL ° ° NE 1/4 OF THE SW 1/4 o
w \ a
ss 4N- ° o - \ ` ~ OF SECTION 11-30-16
shed
z~ centerline 0
septic A•o~~ 1,720,924 sq. ft
I ~Cn T arage 3951 acres U_NP_LATTE_D
Q ~6 Q PARCEL A house LANDS
w I iv I 1 ~ ~
HUtfon N
iN C-D NW 1/4 OF THE SW 1/4 1,110,571 sq ft North is referenced to the
I~ " 39.27 acres N - Creok West hne of the Southwest
Z 11 I(_'j o OF SECTION 11-30-16 incl r-o-w ° - - - - - _ _ o Quarter of Section 11-30-16,
C-~ 7- Q0
- 00 which bears N00 23'06"W
~I I
I , ~ 1,668,217 sq ft (St Croix County Grid System)
r50 ( Ln
38 30 acres
not ind r-o-w Q0
4-) 1 33.03"
I 1297.32' ~QkISW Corner N87°57'02"W 1330.35' SW Corner 1330. 35' NW/SW NE/SW SE Corner :A.,.~►
N87°57'02"W NE/SW * 1 AIMARL
MDT i*
0 1 N87°57'02"W 2660.70' Cf)
o f O N o N DRAFTED BY sae0.1
t N 0 N~ Joel A Brandt ~ QLEWXO cm.•'
C" UNPLATTED UNPLATTED a-) I
CI - - - - - - - - ; I co .
~ JB SURVEYING PLC .
~ 7iyO'••
I LANDS LANDS J `a .
~L m~
Southwest Corner South 1/4 Corner REVISED
Section 11-30-16 Section 11-30-16 7-27-10
" P K ' ' N a i l SCALE 1 " = 300' Aluminum Cap SURVEYOR'S C E R T I F I C A T E
0' 300 600' I, Joel A Brandt, Registered Land Surveyor, hereby certify
PREPARED FOR that I have surveyed and mapped the shown parcel and that
Teresa L Largaespada this map is a correct representation of the boundary thereof
L E G E N D Jean L. Lister
1635 250th Street
0........ Found Government Corner (as noted) Emerald, WI 54013 C
o........ Set 3/4" x 18" Iron Rebar Joel A. B ndt, R.L.S. , S-2603
weighing 1.502 lbs./lineal ft.
Found 3/4'' Iron Rod Dated this 2.T- day of 2010