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MAP OF SUR VE Y DETAIL Legal Description
Lot 9, Block D, Gibson and Henning's ~ N
N 1-STORY wooD SHED Addition, according to the recorded o
" o I plat thereof, City of Hudson, St. Croix 0 cc
rn
" County, Wisconsin. ° (C C N
C5 III I^ ` ° N
a) 0 OVERHANG (D? CALL J ' °
LOT - - - T z ' r
LINE
C1 01 C
0.15' TO LINE ~
0.56' TO LINE RECEIVED ; U
~ ~ o N
2-STORY WOOD FRAME GARAGE
NOT TO SCALE I ,
r- (D
O C;
I " ~o
ST. cRoix CoU~m L0
M I 0for 9
G IRECU1~fl
~ ~
n tq d n SURVEYJ, cn3
W E' W N 2-STORY I I °
r^ Y r
L6 CO
WOOD FRAME I I UN 10
U 1312 3RD STREET GARAGE Q M :3
-j L1111111LZZZZZZ111
M I CLOSEST HOUSE LINE OI
W Scope of Work
N I ~I ^ I I Monument the south line of Lot 9, f
" 1 1-STORY I I J I I Block D. \V
SET , WOOD SHE I •I Show garages, sheds, houses near
S 88 07 40 E 157.99 (PRO) SEE DETAIL said line.
SET v f
Q Provide this Map of Survey. V ,a
CLOSEST HOUSE LINE I I -+-j N 2-STOY 7 BR 2 WOOD FRAME ONI LINE I ~ I Surye4r's > 00 00
o I GARAGE I J I o
0_ 1306 3RD STREET I J Block D of Gibson and Hennings Addition a
1.1 v L . _ _ I was platted to have twelve 63' x 156.75' Q 0
O lots with a 16.5' alley. The block actually Q T o
/ N O Y 0 T I measures as shown hereon. LO
faxf ^ U / R
r A, Uz N7 I ~ ~ ~ O Bearings are referenced to the West line ~ 5 3
\ep SvO,M M of Block D, Gibson and Hennings E °m m
~ ,es~A. ~i~ c~ I I Addition, which is assumed to bear v
W LO Z I I N 00' 15' 04" E. o= 3
JASON M. - The Lot 8 garage overhang encroaches a O U11
zz 10- GUSTAFSON 0 I w max. of 1.1' onto Lot 9 (see Detail). The r^ 0°
S•2631 lA main garage walls to not encroach. vJ a` c~
HAMMOND, ; Consult a real estate attorney for advice. ` Q
.1 0 a B ,
Wi E
IIII o Certification
M
I, Jason M. Gustafson, a Registered ( n
Wisconsin Land Surveyor, hereby certify \J ~`a
Legend ;N Graphic Scale that have surveyed and mapped this
parcel of land, and that this map is a
LO L6 -r'~ 9 Found 1" Iron Pipe 1 PLAT 330' 20 0 10 20 60 true and correct to the best of my 4'
owled ge nd belief.
(Unless otherwise denoted) BLOCK MEAS. 332.47 kn
P 'W
(PRO) Prorated due to excess BLOCK CORNER ~i 5
S23'21'47'E 2460.70 TO S 1/4 CORNER SECTION 24; 1 inch--20 feet Ja usta son, RLS /2631
THENCE NOO'25'24"E 5274.94 TO N 1/4 CORNER
I
DETAIL Legal Description
MAP OF SUR VE)l Lot 9, Block D, Gibson and Henning's ~ N
N 1-STORY WOOD SHED Addition, according to the recorded °
" o I plat thereof, City of Hudson, St. Croix ° r. OC z
N
1 " County, Wisconsin. ° (.C C
I-7 0
U N :2 0
Q) U CD
C _Q
- - -OVERHANG TYPICALL
J' E
LOT _ _ _ Cy-
L'~
LINE I T z m 3
Q) a: c 0.56' TO LINE 0.15' TO LINE I 0 3 o
~~L~1LI V i.R.14 0 L o a
2-STORY WOOD FRAME GARAGE
N NOT TO SCALE I A"9 eY-
n
~o
N
ST. Cpnix CIOUNTY
00 M I° Q
L O T 9 SURVEYGI I`S HEGORD
rn vi n
Q , -
m Ir o
J 2 u) WOOD FRAME I I CAN n
a U 1312 3RD STREET GARAGE
M I I
M Q
CLOSEST HOUSE LINE Scope of Work
W N Monument the south line of Lot 9,
1-STORY I Q) I Block D.
SET WOOD SHE Show garages, sheds, houses near
M (p 0% S 88'07'40" E 157.99 (PRO) SEE DETAIL said line. V
O i Z - - - - - J SET Provide this Map of Survey. ~
I I CLOSEST HOUSE LINE I 2-STORY BRICK 00
WOOD FRAME ON LINE
GARAGE I J I Block D of Gibson and Hennings Addition
1308 3RD STREET was platted to have twelve 63' x 156.75' Q o E
L - - - - - lots with a 16.5' alley. The block actually O °
measures as shown hereon. °
C4 0 \\,1~p~jF"(~I ~Up~lgp~ d U L OT 8 Bearings are referenced to the West line W 3 E
N", `SCOIvS Aiii/,/-/ M p~~`. °J of Block D, Gibson and Hennings
0 0)
l~ * M I I Addition, which is assumed to bear
\ 'Y co N 00° 15' 04" E. 3
JASON M. LLI z I I = 3
The Lot 8 garage overhang encroaches a
* : GUSTAFSON : 7k
$•2631 ~ max. of 1.1' onto Lot 9 (see Detail). The O o
c/ main garage walls to not encroach. fn o
L0 Q)
HAMMOND, ; I w Consult a real estate attorney for advice, ~J a L
E
R-
TYPO: Distance should be
65.31 not 65.37 near block corner. 0 .
Z
!llll 1
Certification
CC Jason M. Gustafson, a Registered r n
Wisconsin Land Surveyor, hereby certify v
that I have surveyed and mapped this
Legend d
1 ~N L Graphic Scale ~parcel of land, and that this map is a
Found 1" Iron Pipe `1 co (D ~ PLAT 330' 20 0 10 20 60 kn true and correct to the best of my 40 1 j °
(Unless otherwise denoted) (D ~ BLOCK MEAS. 332.47 7l belief.
~ •
(P) Plat BLOCK CORNER
(PRO) Prorated due t0 excess S23'21'47"E 2460.70 TO S 1/4 CORNER SECTION 24; M. s afson, RLS 2 31
THENCE NOO'25'24"E 5274.94 TO N 1/4 CORNER 1 Inch=20 feet