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301~~1q iv1W- N
I n o n= ei iaXicv
~Di o'`/ 1U_N_PLATTED
MAI
LANDS
o`/ txc4'/ Northwest Corner
THE SOUTH HALF OF
Section 18-30-16 Gj / 1182 centerline I c j 41.38
THE NORTH HALF C
1Steel Survey Nail i L=S85058=32"E 1140_73' J - _ /S85°58'32"E
- - - ` North 1/4 Corne
I S85 58 32 E 1085.61' 33.10 Section 18-30-1f Corner DETAIL PART OF THE 3-30-16
OF SECTION 18,
t
x I to Aluminum Cap
Cap 1 1 TOWN OF EMER.
I I o Cn 150 551
°I N O
Ic`' I ICP- w °o
jN86.26'52"W 61
I~
CYI
2:
- 5.01.
5 o)
n I I I
N
zo I 55' m 5560'
oI
N
UNPLATTED
UNPLATTED rnl UN
I
Qo
LANDS
LANDS I I c,.j CA J o
O
I see dei ail oWSW NEr :r
S86°462
36°46'23E 1313.37'
I 41.3'5' NE Corner
S86°26'52''E
of SW/NE North is referenced
ALF OF THE FRACTIONAL NW QUARTER, AND
60'
Cf) o West line of the Nor
THE SW QUARTER OF THE NE QUARTER,
PARCEL DA TA O Quarter of Section
01 I z
Cil w which bears N00°26 J 18, TOWNSHIP 30 NORTH, RANGE 16 WEST,
,854s ft. r„ m+„ r~
UNPLATTED N 10 4,700,214 sq.ff. 0 4 511 854 s(
EMERALD, ST. CROIX COUNTY,WISCONSIN.
LANDS 0 107.90 acres C~ 103.58 acrc
i
I including r-o-w N not includin
71
55 E: 00 LANDS DR DRAFTED BY , "tA vL
N JOE
Joel A Brands- eRAN07
J 277.24' JB i S-1~t33
p W
JB SURVEYING LLC :,aEM1A~000CtflL,
( I -P ~ N87°27'10W
I' I fence o
: 75
centerline i I 1124.46' remnants set iron ±26'
±26'south ~ 5~a 01 9 d
60.11' / Of fen 0-) o
Lremnnant sN 09 East 1/4 Corner
1184.57 ce remn I '
West 1/4 Corner ~ 1019. 0 19. 57 e 607.66 Section 18-30-16 SURVEYOR".
N86°5509W ' SW Corner ii A Ti
Section 18-30-16 P, Aluminum Cap
2204.13' N86°5509"W I, Joel A. Brandt,
1 Steel Survey Nail 3811.79 Of SW/NE 2204.1. " o
landf, Registered Land Surveyor, hereby certify
UNPLATTED 0 rn
set iron ±17 feet that I have surve surveyed and mapped the shown parcel and that
LANDS
UNPLATTED south of fence this map is a corr
a correct representation of the boundary thereof.
N Ui
LANDS (2
LEGEND m' _
wA~" g r'-sC"I
Found Government Corner
SCALE: 1" = 400' Joel A. B ndt, R.
-idf, R.L.S. , S-2603
Set 7/8" x 18 Iron Pipe South 1/4 Corner ~ner
-16
weighing 2.00 lbs. per lineal foot Section 18-30-16
or 400' 800' zo
o......... Computed Position Aluminum Cap
Dated this
day of 0~~ ,2011.