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Carlson
7- McCain ENVIRONMENTAL ENGINEERING SURVEYING
248 Apollo Dr, Suite 100, Lino Lakes, MN 55014
Phone: 763-489-7900 Fax: 763-489-7959
PROPOSED BUILDING ELEVATIONS
Lowest Floor Elevation: 905.8
Top of Foundation Elevation: 913.84
Garage Slab Elevation (at door): 905.5
First Floor
(Prey,
921.4
921.6x 1 2-
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x 91 .91
x 16.51
14"Tree
912.7
N 89 • '1 2"W 120.20
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/ /-1 7-
L / EXISTING HOUSE
6008 HANSEN RD. F.F.E.=+909.8
EXISTING HOUSE A
6000 HANSEN RD. F.F.E.=±914.7 GAR. SLAB=±906.2
36.0
30.0
x 912.8
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912.5
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411116,211,46401,411,41104111.110
4" Drain le Pipe
x 908.1
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JUN 6 2.013
3iTY OF EDP
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Located in the SW 1/4 of
Sec. 33, Twp. 117, Rge. 21
EM
PP
ohs
Denotes
X 000.0 Denotes
X000.0 Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Electric Meter
Power Pole
Overhead Utility Line(s)
Fence
Bituminous Surface
Existing Concrete Surface
Existing Elevation
Proposed Elevation
Direction of Drainage
Found Iron Monument, as noted
Existing Contour
Proposed Contour
Existing Hydrant
Existing Telephone Box
Existing Tree or Shrub
Proposed Retaining Wall
to ot
o Bu Area ±1,790 sqft.
House Foundation ±1,680 sqft.
Covered Porch (without stairs) ±46 sq ft.
Patio 'L 64 sq ft.
Building Coverage ±19.9Z
.•(//u/
kli(/"
Lot 2, Block 2, BIRCHCREST THIRD ADDITION,
Hennepin County, Minnesota.
Denotes Existing
Denotes Existing
Denotes Existing
Denotes Existing
Denotes Existing
PARCEL DESCRIPTION (PER HENNEPIN COUNTY TAX RECORDS):
according to the recorded plat thereof,
Bearings shown are assumed
GRAPHIC SCALE
0 10 20 40
(IN FEET)
903.8 IC
903.7
30- 1(7. at ?/3.o O'(4
JMS Custom Homes, LLC that this survey, plan or report was
under my direct supervision and that I am a duly licensed land
laws of the State of Minnesota. C41 /04/144/1/
of June, 2013.
7. House to be staked at a later date.
I hereby certify to
prepared by me or
surveyor under the
Dated this 3rd day
Signed: Carlson Mcuain, Inc.
Thomas R. Balluff, L.S. Reg. No. 40361
By:
1•1
1
915.2
B"Treel
r 916
Certificate of Survey for:
JMS CUSTOM HOMES, LLC
House Address:
6004 Hansen Road, Edina, MN
LEGEND
Subject to all easements of record, if any.
(Torrens Property)
NOTES:
1. Only VISIBLE improvements were located as part of this survey.
2. Surveyed property contain
3. Surveyed property is zoned R-1, per the City of Edina Zoning Map. •
4. Existing First Floor Elevation = +914.7.
5. BENCHMARK: Top Nut of Hydrant located at the southeast corner of 60th St. W.
and Hansen Rood. Elevation=907.57 (NGVD 29) - per the City of Edino.
6. Existing stone retaining wall encroaches onto Lot 1 by ±0.5 ft., as shown.
Landscaping edge encroaches onto Lot 2 by ±2.7 ft., as shown.
E din
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REVISIONS
2.
DRAWN BY:3)0
DESIGNED BY: BCC
ISSUE DATE: 06/03/13
hereby certify that this plan, specification
or report was prepared by me or under my diced supervision and that I am a duly
Licensed Professional Engineer under the laws of the State of Minnesota
x
oo
NW. Brian1.Krystofiak,P.E.
Signature:
Date: 06/03/13 license 0: 25063
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_SILT FEN
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-± 34.3
±35.3
904.4
TC
Well
Electric Meter
Power Pole
Overhead Utility Line(s)
Fence
Bituminous Surface
Concrete Surface
Elevation
Existing
Existing
Existing
Existing
Existing
Existing
Existing
Existing
10 20 40
LEGEND
Proposed Elevation
Direction of Drainage
Found Iron Monument, as noted
Set Iron Monument
Existing Contour
Proposed Contour
Existing Hydrant
Existing Telephone Box
2. Rock construction entrances shall be installed
prior to any land disturbing activity or after
existing driveway is removed.
3. Any sediment that reaches the existing street
or adjacent property shall be removed
immediately and measures shall be taken to
prevent further sedimentation offsite.
4. All silt fences, bio rolls and catch basin inlet
protection devises must be repaired, replaced,
or supplemented when they become
nonfunctional or the sediment reaches )i of the
height of the device. Repairs shall be made
within 24 hours of discovery, or as soon as
field conditions allow.
5. Rock construction entrance must be repaired or
replaced when the rock becomes inundated with
sediment and/or excessive sediment is being
tracked from the site. Repairs shall be made
within 24 hours of discovery, or as soon as
field conditions allow.
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EXISTING HOUSE
6008 HANSEN RD.
I// F.F.E.=+909.8
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EXISTING HOUSE
6000 HANSEN RD. F.F.E.=+914. 7
GAR. SLAB= + 906.2
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POURED BASEMENT
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ROCK
CONSTRUCTION
ENTRANCE
6-0 1.J•fa
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
Denotes
HYD
"CP Ts
Denotes Existing Trees as noted
Denotes
Denotes
Denotes
Denotes
Existing Tree to be Removed
Proposed Silt Fence
Proposed Rock Entrance
Proposed Retaining Wall
EROSION CONTROL NOTES
1. Silt fence, bio rolls and/or catch basin inlet
protection devices shall be installed prior to
any land disturbing activity.
x 912.8
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