HomeMy WebLinkAbout1987 Survey- first revision87864 23/117/23
ADVANCE SURVEYING & ENGINEERING CO.
5811 Cedar Lake Road Minneapolis, MN 55416 Phone (612) 541 0500
SURVEX FOR: /Q�V/ SM), A)
ROBERT POSTHUMUS
SAL ; ONE INCH EQUALS 20 FEET
SURVEYED: November 18, 1987
DRAFTEDt December 3, 1987. REVISED: December 31, 1987.
LEGAL DESCRIPTION;
Lot 58 and Lot 59, MORSE ISLAND PARK, Hennepin County, Minnesota.
DALAL
EEl�evaati�o�n##�shown
• are based on Mean Sea Level per the North American Vertical Datum. (N.A.V.D.)
11=1WIS I
Top of iron pipe monument as shown, elevation - 950.89 (N.A.V.D.)
CONTQUR ANT PYA IS ONE 1`00011
LEGAL DEECR?PTIQN SOURCE:
We have surveyed the above described property which the client claims to own or appears to own from various government
records. We make no representation that the client does in fact own the property nor that a search of the records has
boon made to determine the extent and nature of his holdings. If there is any doubt concerning the accuracy of the
toga( description, competent legal counsel should be retained to perform a title search and issue a title opinion for
our use In preparing the survey.
EASISKENTS:
We show only those easements which the client informs us of or which we happen to become aware of through other sources.
The survey doers not purport to show all easements and improvements.
r TAND R,D OXHIOLI AND CONY ION8:t
"o" Denotes 1/2" ID pipe with plastic plug bearing State License Number 10535 set, if ''o" is filled in, then denotes
found iron monument.
CERTZZIGAT10111
I hereby certify that this survey was prepared by me or under my direct supervision and that I am a duly Registered
Land Surveyor under the Laws of the State of Minnesota.
.L.S. No. 10535
95I --l'
9500.0
EM
949---
48
49'48
947
i "94G-�
SCALE: P=20'
'WETABLE INTERFACE WITH DIAGONAL
AXIS ALIGNED WITH CONTOURS.
(4101. GREATER AREA THAN LONGITUDINAL
ALIGNMENT FORA SQUARE SYSTEM
55O/
,949 /
-948 /
9
47 /
-946
SCALE: I" =20'
WETA6LE INTERFACE WITH
LONGITUDINAL AXIS ALIGNED
WITH CONTOURS,
Q�
�X- A 9�9\
J9k\
\9
0
BENCHMARK s� 9
Top 0f Iron Pipe
Elev.=950,89
.9�
S 9Q 3
' 9
' � Q
Power Poles
s
9454 s o \949+1
�L
.� `952 9Se
y Soil 4V
Boring#1 a°
r1s]
",952A � y
WETABLE INTERFACE(577SQ.FT.)
REQUIRED FOR A ROCK BED 9T'Lx3 101
' -
y" AREA OF 380 SQ. FT. Plerc#1
'� 9
1 ;oz0`\
quo?
5 is �0\ 9m2� *2 a�A'y p9C o ' 952
Gw \ y A,^ ''to ; Soil
�19
9So `�� `� I P R 0 ED \�x#6 / 9
19
9 T6+
\ s RS So°
.9 p?
� of CP
0
ui
9�
`9939 xl
945
411
940x%
1546 „3 /tea mato
t
94 9
Perc #4944*5
Soil
Bori
OUB�E ND S/T
�Perc#5 T /
42 oring /
\QA 12
/6'
ti10
940„6 ,-\\
Ij
d
'7 Fig .
Fdl
9��L 'off
NX \*
mot,
9° �6N
,9 \ j6+
A?
A
940.2
_91`70
K` l
942.1
03
BEARINGS SHOWN ARE ASSUMED.
NOTE: Elevations are based oa•Lake Minnetonka level
11/16/87 Elevation = 928.04
JOB NO. 81864