HomeMy WebLinkAbout040-1278-20-000PROPERTY DESCRIPTION: Lot 22, EAGLE BLUFF,
St, Croix County, Wisconsin
We hereby certify that this is a true and correct survey of the above
described property and that it was performed by me or under my
direct supervision and that I am a duly Licensed Surve-yor under the
laws of the State of Wisconsin. That this survey does not purport to
show all improvements, easements or encroachments, to the property
except as shown thereon.
Signed this 22ND day of MARCH ,200 . X J s R. Hill, Inc.,scoiv
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Harold P' ,3In E:S. No. S-2573
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Notes:
1. Building dimensions shown are for
horizontal & vertical placement of structure
only. See architectural plans for building
& foundation dimensions.
2. No specific soils investigation has been
completed on this lot by James i"t. Hill, Inc.
The suitability of soils to support the specific
house proposed is not the responsibility of
James R. Hill, Inc. or the surveyor..
3. No specific title search for existence or non-
existence of recorded or un-recorded easements
has been conducted by the surveyor as a part
of this survey. Only easements per the recorded
plat are shown.
4. Proposed grades shown were taken from
the grading &/or development plan i)repared by
Ogden Engineering
A
Denotes
set spike
O
Denotes
set iron monument
•
Denotes
found iron monument
x927.6
Denotes
existing e.'evation
(930.0)
Denotes
proposed elevation
Denotes
proposed drainage
TC
Denotes
top of curb
Bench Mork:908.00 _TOP OF 1" IRON PIPE
N. E. CORNER LOT 22
Proposed Garage Floor= 938.3
Proposed Garage Top of Block•= 938.7
Proposed House Top of Block 938.7
Proposed Lowest Floor= 930.0
Bearings are on assumad datum
369.68 N85000100„E
C dJ't.6 942.2
929.6 68
g8.
930.2 LEG. \ o
/ ELE BENCH MARK \ 939.3 --- - /
931.2, TOP OF SPIKE
( ELEV.=940.70 (937.5) _�'�\� X936.0�
10' 7 939.3 3 .5 903.8
� x 9e
`\ /1338. ZA o \
x 931.6 1 �e 933.9 9A
938.1 � /c \ % /
75.00
j p 1 w 0' \ o
908.0
1
4904.8
f�
7-\\ / 895.6
C3 \o ° 934.0 _ _ 895.5
A.
x 924.9 907-2
9-5 - PROPOSED x
O 9359 'o `O/ RETAINING WALL 895.5 / O
925.80 ` ' ` `� �' o 928.2 � -
O 0 91• �0 933.1 DRAINAGE - -- / (71
O 934.0 �^ \-� N \ EASEMENT // �\ O
U 00 X x922.9 PER PLAT /
�p �� 925.5 i
Cr)// )
925. �o o� O
z 7.3 Sk oA
,�� \ LOT :22 ,/ o w
926.9
O �aU/LDIN 933.i �� 0' �ae � `.•'. \ 895.6 O
04 LINE pER SETBAC;< 32.4 0.o p`s. 22A O
� L pL� }� ` g o �\ X920,4 X 911.9 (' '°qy� �
' \30.3 '�926.9
924.2 ' \ / RETAINING WALL �„ �.�� SS BM \ \,
AS REQUIRED �3��wi x912.1 `� 902.3x \\
O 923.0 ''
tx931.0 BENCH MARK __ 4 su"
\\\
\ TOP OF SPIKE _ _
U
ELEV. = 932.10 c• 33.00 \ 1 \iJo
3
UTILITY x 9 1.7 895.6-
1 10 EASEMENT \
PER PLAT =1 �o r ` 895.7
924.1
920. 20.0 ^ \
924. ♦
' 191.48 " ` ! \ ( x 922.6 \
�� X 900.4918.2 916.5 908.8
0
o 923.2 ,4S0
t � EDGE OF ASPHALT
919.2
OM A L- -
� R
DAD
915.4
\ \ p=0 R•5 52 -
/
914.5X�`_ _ ,....�
207.61 9
916.6 A=20 °58' 46" o
914.2 R=567. 00 n12 jn
895.7
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85
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SCALE IN FEET
0 30 60 90
1 inch = 30 feet
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