HomeMy WebLinkAbout1802824110038-06232009LEGAL DESCRIPTION
Lot 29, AUDITOR'S SUBDIVISION NUMBER 319,
Hennepin County, Minnesota.
GENERAL NOTES a
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BENCHMARK
TOP OF NUT HYD
LELEV.-889.96 •
LEGEND
FOUND
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Found Property Monument
Set Property Monument (Minn. Reg. No. 23677)
Concrete
Concrete Curb
Fence
Overhead Electric
Underground Electric Underground Telephone
Overhead Telephone & Electric
Water
Gas
Sanitary Sewer
Storm Sewer
Electric Meter
Power Pole
Hydrant
Gate Valve
Catchbasin
Air Conditioning Unit
ROCk WA
X883.5
83.5
GREEN
AREA
887.1(TOP
FINISHED FLOOR
ELEV.=903.03
898.1
901.6
,, /. //// EXISTING BUILDING
03.0 \904
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905.L
905
X905.7
0UND
IRON
1. The bearing system used is assumed.
2. The location of the underground utilities shown hereon, if any,
are approximate only. PURSUANT TO MSA 216D CONTACT GOPHER
STATE ONE CALL AT (612) 454-0002 PRIOR TO ANY EXCAVATION.
3. Site area =. 17,746 square feet = 0.407 acres.
4. This survey was made on the ground.
5. No current title work was furnished for the preparation of this
survey, legal description, recorded or unrecorded easements and
encumbrances are subject to revision upon receipt of current
title work.
6. Elevation datum is based on NGVD29 msl data.
Bench mark is located Top Nut Hydrant NW quadrant Townes Rd.
& Bridge Lane (AS SHOWN ON SURVEY)
Elevation = 889.96 feet
7. The existing top of block could not be physically occupied
thus the elevations are estimates from exterior indicators. X887.5
8. Verify dimensions and elevations per latest house plan prior to
construction, this survey relied upon plans from Rehkamp Larson
Architects Inc., Project # 09-002, issue date June 11, 2009 (no
revisions).
9. Proposed ground elevations to be field verified by contractor
for drainage.
Deciduous Tree (Diameter in Inches)
Light Pole
Gas Meter
Telephone Box
Sanitary Manhole
Storm Manhole - Existing Contour
X 851.27G Existing Spot Elevation Gutter
X 934.3 Existing Spot Elevation
887.
887.
901..
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GREEN
AREA
v, 30 15 0 30 0, cc\ immilmmml
c_--) SCALE IN FEET
°kJ' /6. 'oO
SET
893.7 IRON
8
886
><5 24AR EN`90
r.i 89
co
\-- ROCK WALL
98),439 (TYP)
92.2
7
`.k EXISTING BUILDING
WALL
883.2
84.2
5F,
>(c
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Cli.) /
\ / , \/ /
FINISHED FLOOR __//
ELEV.-893.61 891.2
892.4(TOP OF BLOCK)
\/FINISHED FLOOR
ELEV.-888.58
887.4
OF BLOCK)
X
MAIN FLOOR = 903.10' M/4
BASEMENT SLAB = 892.6'
TOP OF FOUNDATION WALL = 902.6'
*Elevations per Architect Plans (Sheet
verified.
**Verify dimensions and elevations per latest house
/ plan prior to construction.
/,
PROPOSED HOUSE /
GARAGE DETAILS:
EXISTING BUILDING
••••••••
883.
9gfe,7
(M)
A02) not
X887.7
t•N X .) . AN. N.H. _er
BIM=885.69 y
STORM M.H.
RI =885.40 7
.>
885.1
C.B.
RIM=884.13• - --
884.7
CERTIFICATION •
I hereby certify that this survey, plan or report
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.
Date. JUNE 22, 2009
homas E. Hodorff
Minn. Reg. No. 23677
Revision History: 6/23/09 ADDITIONAL PROPOSED IMPROVEMENTS
11' °°3, 1:--/7/ 74-L,/otiEs A/V /42- 77 7 C747( 0/ CAD File: 200910501.DWG
Path: J: \200910501 \DWG\