HomeMy WebLinkAbout3211721430028-10172014907.45
900.40
900.40
= FINISHED GARAGE FLOOR ELEVATION
= BASEMENT FLOOR ELEVATION
= LOWEST POINT OF ENTRY ELEVATION
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PROJECT NO. 15544.00
PREPARED FOR:
TIMBERLAND HOMES
000.0 DENOTES EXISTING ELEVATION
(000.0) DENOTES PROPOSED ELEVATION
INDICATES DIRECTION OF SURFACE DRAINAGE
ADDRESS: 6120 RIDGEWAY ROAD
BENCHMARK: TNH AT L5-B5
ELEV.=911.76
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305 905.84
LOT AREA : 28,594 SQ. FT
HOUSE AREA: 2,083 SQ. FT
PORCH AREA: 34 SQ. FT
PORCH AREA: 23 I SQ. FT
PAVERS AREA: 541 SQ. FT
DECK AKA: 340 SQ. FT (NA-ABOVE PAVERS)
CONC WALK AREA : 1 I 0 SQ. FT
FRONT STEP AREA : 5 SQ. FT
DR.IVEWAY AREA : 1 153 SQ. FT
IMPERVIOUS AREA : 4157 SQ. FT (I 4.5%)
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SCALE : 1" = 30'
Legal Description:
LOT 5, BLOCK 4,
COUNTRYSIDE,
HENNEPIN COUNTY, MINNESOTA.
p
tNG1NEEMNG
ROBE PLANNERS and LAND SURVEYORS
C PIINY,
1000 EAST 14-6th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000
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CONSULTING ENGINEERS,
REVISED 10-09-14: ADD LOWEST POINT OF ENTRY ELEVATION.
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Minn. Reg. No. 19086
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I hereby certify that this is a true and correct
representation of a tract as shown and
described hereon. As prepared by me this
29TH day of SEP EMBER, 2014.
PD
L 3z-11-1- 21-43-oo iF RUSSELL P. DAMLO
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EXISTONG ON TONS AS-BUI _T SURVEY \PO 1:E13A1:
55.1
•
• 888.3
V
DRAINAGE
UTILITY EASEMENT
X 904.7
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(907.50)
(907.83)
(899.16
909.50
008.50
899.16
PROPOSED AREAS:
LOT AREA: 28,594 SQ. FT
HOUSE AREA: 2,561 SQ. FT
FRONT) PORCH AREA: 242 SQ. FT
(REAR) PORCH AREA: 204 SQ. FT
DECK AREA 276 SQ. FT
DRIVEWAY AREA: I 331 SQ. FT
SIDEWALK AREA: I 06 SQ. FT
MF'ERVIOUS AREA: 4,720 SQ. FT (16.5%)
ORIGINAL AREAS:
PROJECT NO. 15544.00 STORMWATER AND EROSION CONTRO PREPARED FOR: TIMBERLAND HOMES
LOT AREA: 28,594 SQ. FT
HOUSE AREA : 2,083 SQ. FT
PORCH AREA: 34 SQ. FT
PORCH AREA: 231 SQ. FT
PAVERS AREA: 541 SQ. FT
DECK AREA: 340 SQ. FT (NA-ABOVE PAVERS)
GONG WALK AREA : 110 SQ. FT
FRONT STEP AREA: 5 SQ. FT
DRIVEWAY AREA: I 153 SQ. FT
IMPERVIOUS AREA: 4157 SQ. FT ( I 4.5%)
000.0 DENOTES EXISTING ELEVATION
(ono) DENOTES PROPOSED ELEVATION
INDICATES DIRECTION OF SURFACE DRAINAGE
= FINISHED GARAGE FLOOR ELEVATION
= TOP OF FOUNDATION ELEVATION
= BASEMENT FLOOR ELEVATION
= PROPOSED .MAIN FLOOR ELEVATION
= ORIGINAL MAIN FLOOR ELEVATION
= PROPOSED LOWEST POINT OF ENTRY ELEVATION
BENCHMARK: TNH AT L5-B5
ELEV.=911.76
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1 I . Oil stains on city streets to be cleaned up
with floor dry, and disposed of as a
hazardous waste material.
1 0. No concrete washout allowed on site, truck
based self containment washout devises
required.
9. Contact person For site cleanliness and
maintenance of the erosion and sediment
controls. Chris Gores (6 1 2) 363-4501 I.
G. Dust control is the responsibility of the permit
holder. The permit holder must eliminate dust
problems upon receiving notice from the 13uilding
Official that there is a dust problem.
7. MINNEHAHA CREEK WATERSHED DISTRICT.
(952) 64 1-4532
5. Street cleaning shall occur daily or as needed.
5. If down gradient sediment practices are
overloaded, additional up gradient erosion control
practices will be installed to reduce loading.
4. Contractor or F'ermitee 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. (Inlet devises must be
removed between Oct. 20th and Oct. 3 I st.
Devises must be reinstalled by Mar. I 5th weather
permitting).
3. A rock construction entrance shall be installed
and maintained at the location shown on the plan.
SEDIMENT 4 EROSION CONTROL NOTES
1 . 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 within 24 hrs of a 0.5" rainfall) until final
seeding and mulching (or sodding) of lot.
ADDRESS: 6120 RIDGEWAY ROAD 1 2. All hazardous waste to be cleaned up and
disposed of per EPA standards.
1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000
SCALE 1" = 30'
Legal Description:
LOT 5, BLOCK 4,
COUNTRYSIDE,
HENNEPIN COUNTY,MINNESOTA.
CONSULTING ENGINEERS,
ENGINEERING
PLANNERS and LAND SURVEYORS
ENGINEERING
COMPANY, INC.
DRAINAGE 4
UTILITY EASEMENT
175.75
N90000'00W
I I L
/9./.0
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
Minnesota.
ED IF
Date)?(T )ti Reg. No.
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.
I . Permit holder shall inspect and maintain sediment and
erosion control devices (ie: silt fence and inlet
protection) weekly (or within 24 hrs of a I /2" or more
rainfall). Sediment must be removed when it is 1/2 the
height of the sediment and erosion control devise.
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. '
I 3. Temporary pumped discharge pollution
prevention technigues: Discharge to temporary
sediment basin in rear yard with erosion control
devise at outlet.
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904.4
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DRAINAGE
UTILITY EASEMENT
PROJECT NO. 15544.00
PREPARED FOR:
TIMBERLAND HOMES
CERTIFOCATE OF SURVEY \FD REBAR
DENOTES EXISTING ELEVATION
DENOTES PROPOSED ELEVATION
INDICATES DIRECTION OF SURFACE DRAINAGE
= FINISHED GARAGE FLOOR ELEVATION
= TOP OF FOUNDATION ELEVATION
= BASEMENT FLOOR ELEVATION
= PROPOSED .MAIN FLOOR ELEVATION
= ORIGINAL MAIN FLOOR ELEVATION
= PROPOSED LOWEST POINT OF ENTRY ELEVATION
000.0
(000.0)
(907.50)
(907.83)
(899.16)
(909.50)
908.50
(899.16)
ORIGINAL AREAS:
904.5
X
903.5
503.7
904.4 9054,
5Atymh
905.54
LOT AREA: 28,594 SQ. ILI
HOUSE AREA: 2,083 SQ. LI
PORCH AREA: 34 SQ. FT
PORCH AREA : 231 SQ. FT
PAVERS AREA: 541 SQ. FT
DECK AREA: 340 SQ. LI (NA-ABOVE PAVERS)
CONC WALK AREA : 1 10 SQ. ILI
FRONT STEP AREA: 5 SQ. LI
DRIVEWAY AREA: I 153 SQ. FT
IMPERVIOUS AREA : 4157 SQ. FT (14.5%)
/ soo 9O6.4 910.0
900. I \
, PROPOSED AREAS:
LOT AREA: 28,594 SQ. FT
HOUSE AREA: 2,561 SQ. FT
(FRONT) PORCH AREA: 242 SQ. FT
(REAR) PORCH AREA: 204 SQ. FT
DECK AREA: 276 SQ. FT
DRIVEWAY AREA: 1331 SQ. LI
SIDEWALK AREA: 10G SQ. LI
910.3
i I I
L... le I
r-0i c7.7.1". —7
IMPERVIOUS AREA: 4,720 SQ. FT (16.5%)
BENCHMARK: TNH AT L5-85
ELEV.=911.76
ADDRESS: 6120 RIDGEWAY ROAD
SCALE : 1" = 30'
Legal Description:
P. 32-117-21-43 -o oz
LOT 5, BLOCK 4,
COUNTRYSIDE,
HENNEPIN COUNTY, MINNESOTA.
Fo. ROBE
tNGINEERING
PLANNERS and LAND SURVEYORS
CONSULTING ENGINEERS,
COMPANY, INC.
1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000
175.75 FD
N90°00'00"W
I hereby certify that this is a true and correct
representation of a tract as shown and
described hereon. As prepared by me this 9TH
day of OCTOBER, 2014.
(41C a inn. Reg. No. 19086
RUSSELL P. DAMLO
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