HomeMy WebLinkAbout1802824110052-03152000STANDARD SYMBOLS & CONVENTIONS:
" • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235,
set, unless otherwise noted.
CERTIFICATION:
I hereby certify that this survey was prepared by me or under my direct supervision
and that I am a Professional Engineer and a Professional Surveyor under the Laws
of the State of Minnesota.
'Or
es H. Parker P.E. & P.S. No. 9235
X X 894.26 694.16
894.46 894.
BENCHMARK PAINT
ON TOP OF CURB =
894.83
X 894.60
894.83
895.45
'‘A-51
000078 18/28/24 JOHNSON, HARRY
ADVANCE SURVEYING & ENGINEERING CO.
5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267
SURVEY FOR: HARRY JOHNSON
SURVEYED: February, 2000 DRAFTED: March 15, 2000
LEGAL DESCRIPTION:
Lot 4, White Oaks 2nd Addition, Hennepin County, Minnesota.
LIMITATIONS & NOTES:
1. Showing the length and direction of boundary lines of the above legal description. The scope of our services does not inchirle
determining wnat you own, which is a legaLmatter. Please check the legal description with your records or consult v. th competent legal
counsel, if necessary, to make sure that.it is correct, and that any matters of record, such as easements, that you w --rn on the survey,
have been shown.
2, Showing the location of existing improvements we deemed important.
3. Setting new monuments or verifying old monuments to mark the corners of the property.
4. Showing elevations on the site at selected. locations to give some indication of the topography of the site. The elevations shown relate
pi* to the benchmark provided on thi.csurvey.- Use that benchmark and check at least one other feature shown on the map when
determining other elevations for uSe onfthi5:site.
FOUND
1 /2'8J:°:4 X 896.77
X 897.02 X 894_613N872 --210.57--
wraece. • ci.e.
Goltfrft) x.97. x 897.91
Ar.Wthigie..mc, .101,0.
018
96.700
897.18 897.79 99.39
897.26 897.47w1NDOW WELL X 895.
RETAINING WALL DRIVE
X 897.25 ENCROACHES
GARAGE
899.38
DRIVEWAY
?899.74 GARAGE FLOOR
\90 22
0.20
0.44
900.18 897.42 895.75
C:4
894.820
LOW FLOOR
890.51, FIRST
FLOOR =
899.07
898.97
59 899.83 899.15
895.16
894.22
895.16
FOUND
1/2" IRON
901.68
X.896.22 01.81 •
901.63 901.74
PA-110
.77 13
901.78\1
19.5
-6
903.22 FLOOR
62
660
L
t-
X 894.35
894.514'1.
•••
03.24 FLOOR
EXISTING
DWELLING //
#4708
OOR
92
902.20
9. 01 .37 .0
901.9. X901."..49 **cow val 902.0
898.01 -240.47--
FOUND S 87'26'12° E
1 /2' IRON
902.55
02.47
901.85
FOUND
5/8° IRON
-FOUND
3/4 IRON
895.85 899.49
899.85 FOUND OUND 5/8• IRON. va" now
895.16. •
X 899
909.13 901.83.
A 902.51
X 893.27
893.36 893.
L_
X 894.86
ti
GRAP I-IIC SCALE
a la 20 40 80
(W fur)
1tact= 24 ft JOB: NO. 000078.
1 Te
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