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PROPOSED:
LOT AREA: 1 I ,0 I C SQ. FT
HOUSE AREA: 2,413 SQ. FT 883.0 882.7
PERCENTAGE: 21.9%
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883. x884. I
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FD IF
x883.6
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884.3
5. If down gradient sediment practices are overloaded,
additional up gradient erosion control practices will be
installed to reduce loading.
C. Dust control is the responsibility of the permit holder.
The permit holder must eliminate dust problems upon
receiving notice from the Building Official that there is a
dust problem.
PROPOSED
HOUSE
EXISTING FOUNDATION TO REMAIN
I 5TFLR BENCHMARK:
TNH NE CORNER CONCORD AVE
$ W. 58TH STREET
ELEV:883.91
8. Street cleaning shall Occur daily or as needed.
STORM WATER
This Stormwater Management Elan (in narrative form) must
detail how stormwater will be controlled to prevent
damage to adjacent property and adverse impacts to the
public stormwater drainage system.
1. Permit holder shall inspect and maintain sediment and
erosion control devices (ie: silt fence and inlet
protection) weekly (or within 24 hrs of a 1/2" or more
rainfall). Sediment must be removed when it is Y3 the
height of the sediment and erosion control device.
2. Final grading on the lot shall minimize concentrated
flow . Final drainage patterns shown are similar to the
existing conditions of the lot.
A •••
X880.4
REVISED 10-29-13 VERIFIED REAR RIGHT FOUNDATION CORNER
STORMWATER & EROSION CONTROL PLAN PROJECT NO.
BUILDING DEPARTMENT
NO V 2 1 2013
SEDIMENT $ EROSION CONTROL NOTES
I . All exposed soil areas, including temporary stockpiles,
must be stabilized as soon as possible but in no Case
later than 14 days after construction activity in that
portion of the site has temporarily or permanently
ry seed and straw mulch ceased. Stabilize with tempora
applied at 2 tons per acres.
I I II I L I I
A 1 I I I I I.• • x884.8 PREPARED FOR:
TIMBERLAND HOMES EXISTING CHAINL1NK FENCE 80.12 X - X 884.8
-UTILITY EASEMENT
X883.7 884.2 In 884.1 883.8
000.0 DENOTES EXISTING avarroFEDIN4.553.1
(000.o) DENOTES PROPOSED ELEVATION
INDICATES DIRECTION OF
SILT FEt4CE
883.8 x 2. Siltfence shall be installed and at the locations shown
on the plan and around any stockpiles. Silt fence shall be
inspected and maintained weekly (and within24 hrs of a
0.5" rainfall) until final seeding and mulching (or sodding)
of lot.
461(t441
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QA
v9, 3. A rock construction entrance shall be installed and
V4likaintained at the location shown on the plan.
c(4411
- -x884.0
883.6
SURFACE DRAINAGE
FINISHED GARAGE FLOOR ELEVATION
TOP OF FOUNDATION ELEVATION
MATCH EXISTING =
MATCH EXISTING =
MATCH EXISTING =
-r- A 1 / I t
0% 1 I
%I
0
0 0
0
-
BASEMENT FLOOR ELEVATION 882.9 x
x883.7
x883.5
AA I I 4. Contractor or Permitee shall provide and maintain
inlet protection on all storm drain inlets that will receive
sediment laden flow as a result of construction. Inlet
protection and maintenance shall remain in place until all
sources with potential for discharge into the inlet have
been stabilized. Inlet protection may be removed from a
particular inlet if a specific safety concern (such as
flooding) has been identified. The permitee must receive
ce written correspondence from the City of Edina verifying
the need for removal. rermitee shall conduct a visual
inspection to determine which inlets need protection.
883.5
8 .4
81.6
884.0
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(884.1) \
-1884.0 884.1
EXISTING:
LOT AREA: I 1,016 SQ. FT
EXISTING HOUSE AREA: 2,033 SQ. FT
PERCENTAGE : I 8.4%
x884.5
884
83.9 Cr)
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•
883.7
( 883.5 x
/ 3690- ----
ROPy5ED FOUNDATION
27.6 A
EXISTING
HOUSE ADDRESS: 4620 W. 58TH STREET
EXISTING
GARAGE I R 7. 5TFL MINNEHAHA CREEK WATERSHED DISTRICT.
88G.17 (952) 641-4532 GARAGE GFLI:
884.56
15TFLR x
885.85
584.3 < 85M 855.40 44.0 GFLR
20.7 883-74 884.2 /
884Th-)
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884
883.Ix 5.0 883.8 Cri
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883:-6)..•
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882.4
x882.3
88,2 14-5
082 0
881.8
881.2
- -552 - -
FD SCALE : 1" = 20'
Legal Description:
LOT 12, BLOCK 1,
CONCORD GROVE ADDITION,
HENNEPIN COUNTY, MINNESOTA
80.12
881 .4
EM MW MO ma EM MM ma ma mm_mm-ackal 0
... • .
•
SILT FaICE
SEDIMENT EROSION CONTROL CONTACT • • • IlDFE 5Ulvif' LINE gb0.64 LOCATION SHOWN IS NW°ATE) TIMBERLAND HOMES - CHRIS GORES
DFL G I 2-363-4501
6°0 875.82 3570 158TH STREET E.
d di di
SANMII
880.52
0-
ROSEMOUNT, MINNESOTA 55068
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of
Mi
2.9 0.7i3
- . Date Reg. No. R42 • - -
CONSULTING ENGINEERS,
f)ROBE PLANNERS and LAND SURVEYORS
eNGINEERING
COMPANY, INC.
1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000
X880.9 WEST 58TH STREET x880 6
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