HomeMy WebLinkAbout2010 SurveyTorrens Case No. 15093
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1 10247REVISED.SCJ
DATE BY
10-20-10
10-26-10
10-247
S 880491 19" E
STEEL FENCE POST (T -POST), MONOFILAMENT GEOTE)MLE
MINIMUM S LONG, FABRIC PER MNDOT TABLE
6' MAXIMUM SPACING. 3886-1,
ATTACH FABRIC TO POST' WITH
MINIMUM 3 ZIP TIES (50 LB.
TENSILE) PER POST IN TOP 8"
OF FABRIC,
MST NOTCHES
TO FACE AWAY
FRDM FABRi(. - IAV FABRIC IN THE -1-1BACKFILL WITH NATURAL
SOIL, AND COMPACT WITH
LIGH. EQUIPMENT PRIOR TO
PLACEMENT OF THE POSTS.
DIRECTION OF
SURFACE FLOW
- I24` MINIMUM
POST EMBEDMENT
NOTES:
I. SPLICING WILL BE MADE AT OPPOSING SRT FENCE POSTS BY PLACING POSTS
AND SILT FENCE NEXT TO EACH OTHER AND ROTATING 360°.
2. HEAVY DUTY SILT FENCE IS MACHINE SLICED TYPE SILT FENCE THAT IS HAND
INSTALLED INAREAS INACCESSIBLE TO EQUIPMENT DUE TO SPACE
LIMITATIONS, WET SOILS, STEEP SLOPES, ETC.
SILT FENCE 2
HEAVY DUTY
EZ"IC
PROPOSED WALLS AND GRADES REVISED
ADDITIONAL INFORMATION
REVISIONS
REMARKS
CERTIFICATE OF SURVEY FOR
LESLIE N. HAHN
IN THE SW 1/4 OF SEC. 27-118-23
HENNEPIN COUNTY, MINNESOTA
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LEGAL DESCRIPTION OF PREMISES
The South 354.75 feet of the East 990 feet, except the North 150 feet of the
East 323.4 feet thereof, of the Southeast Quarter of the Southwest Quarter of
Section 27, Township 118 North, Range 23 West of the 5th Principal Meridian.
o : denotes iron marker
(908.3) : denotes existing spot elevation, mean sea level datum
[910..8 denotes proposed spot elevation, mean sea level datum
---917 ---: denotes existing contour line, mean sea level datum
--�9_041—: denotes proposed contour line, mean sea level datum
Bearings shown are based upon an assumed datum.
This survey intends to show the boundaries of the above described property,
the location of an existing house, building, and play house, the location of
all visible "hardcover", and the proposed location of a proposed pool, spot
elevations, and grades thereon. It does not purport to show any other
improvements or encroachments.
DESIGNED I hereby certify that this plan, specification, or report
was prepared by me, or under my direct supervision,
and that I am a duly registered Civil Engineer and Land
DRAWN Surveyor under the laws of the State of Minnesota.
"CHECKED
"dark S. Gronberg
Minnesota License Number 12755
Crr -7A
Temporary Erosion Control and Sequencing
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1. Install perimeter control fencing per the standard detail plates. No more than
600 linear feet of silt fence should be continuous and collecting at one point.
Undulate the silt fence or use "simles" or crescents of silt fence.
2. Use horizontal slope grading
3. Install erosion control around any temporary dirt stockpile areas.
4. The contractor for the project shall inspect all erosion control BMP' s after
each rainfall and repair as necessary and remove sediment from silf fences
if it reaches 1/3 capacity.
5. The contractor _shall schedule his operations to minimize the amount of
disturbed area at any given time. The contractor shall limit his activities
to the grading limits as shown.
6. Remove all temporary BMP' s once the site has reached final stabilization (a
uniform perennial vegetative cover with a density of 70 percent over all pervious
surface areas).
Permanent Erosion Control
1. All exposed soils on site must be stabilized with in 3 days:
a. Stabilization on slopes flatter than 4:1 consists of disc—anchored
mulch and seed; stabilization on slopes flatter than 4:1 and in areas
of concentrated flows consists of erosion blankets and seed.
2. Temporary mulch and seed is needed for exposed areas which sit fallow for
3:1 or steeper in 7 days, 3:1 to 10:1 in 14 days, and flatter than 10:1 in 21
days. Also open stockpiles need to have temporary stabilization if they are to
remain inactive for more than 7 days.
—30 0 30 60 90
S C A L E I N F E E T
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R5
HENNEPIN
COUNTY
CAST-IRON
MONUMENT
GRONBERG 8c ASSOCIATES, INC.
CIVIL ENGINEERS, LAND- SURVEYORS, LAND PLANNERS
445 NORTH WILLOW DRIVE, LONG LAKE, MN 55356
952-473-4141
33
1 "=30'
DATE
9-27-10
JOB NO.
10-247
SHEET
OF
SHEETS
RECEIVED
0/a9/aoiv OCT 26 2010
�09-/3r2Wn %1c✓NCITY OFORONO