HomeMy WebLinkAbout2002824240023-10302013COVERAGE = 2,496 SQ.FT. (22.7%)
ENGINEERING
CONSULTING ENGINEERS,
,., ROBE PLANNERS and LAND SURVEYORS
tNGINEERING
COMPANY, INC.
1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000
4 I I G 904.2 EXISTING
HOUSE
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REVISED I 0-29-13: MOVE I-15E 0.5PT NORTH, ADD 1W 4 BW NOTES, AND
LOWERED PROP GAR ELEV NORTH SIDE. PER CITY REVIEW.
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
IFTh sot YECE oa-aol3
Date Reg. No. 'VW
5113 try)1d- 1263 z/7_
(PROPOSED AREAS)
LOT AREA: 10,869 SQ.FT.
HOUSE AREA: 2,119 SQ.FT. (19.5%)
DRIVEWAY AREA: 1,027 SQ.FT.
DECK AREA: 172 SQ.FT.
COVERAGE = 3,318 SQ.FT. (30.5%)
cc
ADDRESS: 5713 YORK AVE.
(EXISTING CONDMONS AREAS)
LOT AREA: 10,869 SQ.FT.
HOUSE AREA: 783 SQ.FT. (7.2%)
GARAGE AREA: 455 SQ.FT. (4.2%)
DRIVEWAY AREA: 823 SQ.FT.
DECK AREA: 245 SQ.FT.
SIDEWALKS & PATIO AREA: 163 SQ.
PREPARED FOR:
DONNAY HOMES
DENOTES EXISTING ELEVATION
DENOTES PROPOSED ELEVATION
INDICATES DIRECTION 0--
SURFACE DRAINAGE I
= FINISHED GARAGE FLOOR ELEVATI5IN
CIO CO (r) = TOP OF FOUNDATION E EVATION C5) < = BASEMENT FLOOR EL TION - • Li
= MAIN FLOOR ELEVATION c\J 00
= MAIN FLOOR ELEVATIO
ORIGINAL HOUSE
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SEDIMENT 4 EROSION CONTROL NOTES
I. All exposed soil areas, including temporary
stockpiles, must be stabilized as soon as possible
but in no case later than I 4 days after
construction activity in that portion of the site has
temporarily or permanently ceased. Stabilize with
temporary seed and straw mulch applied at 2 tons
per acres.
2. Silt fence shall be installed and at the locations
shown on the plan and around any stockpiles. Silt
fence shall be inspected and maintained weekly
(and withiri 24 Firs of a 0.5" rainfall) until final
seeding and mulching (or sodding) of lot.
3. A rock construction entrance shall be installed
and maintained at the location shown on the plan.
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
written correspondence from the City of Edina
verifying the need For removal. Permitee shall
conduct a visual inspection to determine which
inlets need protection.
5. If down gradient sediment practices are
overloaded, additional up gradient erosion control
practices will be installed to reduce loading.
G. 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 15 a dust problem.
7. MINNEHAHA CREEK WATERSHED DISTRICT.
(952) G41-4532
8. Street cleaning shall occur daily or as needed.
STORM WATER
This Storrnwater Management Plan (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 Firs of a 1/2" or
more rainfall). Sediment must be removed when it
isY3 the height of the sediment and erosion control
device.
2. final grading on the lot shall minimize •
concentrated flow and shall promote sheet flow to
the front and the rear. Final drainage patterns
shown are similar to the existing conditions of the
lot.
PROJECT NO. 15333.00 STORMWATER & EROSION CONTROL PLAN
000,0
(000.0)
(906.62)
(906.95)
(898.28)
(907,3 )
906.30
SCALE : 1" = 20'
Legal Description:
LOT 19, BLOCK 2,
BROOKLINE ADDITION,
HENNEPIN COUNTY, MINNESOTA
30.00
461,
41.75 903.0
c-
41-t-o
(f)
EXISTING
HOUSE INEVilliVd3G 5Y. U)
yr:
902
894.8
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