HomeMy WebLinkAbout1802824140064-01152015ADVANCE SURVEYING & ENGINEERING CO.
5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474-7964 Fax (952) 225-0502
SURVEY FOR: TRA 1. Y SHAND
SURVEYED: June, 2010 DRAFTED: June 14, 2010
REVISED: October 24, 2014 to show credit for front door in coverage.
REVISED: January 14, 2015 to show revised house plan and again to reduce rear porch by 1 inch to
get house area to 2,250 square feet.
LEGAL DESCRIPTION:
Lot 7, Block 2, South White Oaks Addition, Hennepin County, Minnesota.
Contains: 8,817 Sq. Ft.
LIMITATIONS & NOTES:
1. Showing the length and direction of boundary lines of the above legal description. The scope of
our services does not include determining what you own, which is a legal matter. Please check the
legal description with your records or consult with competent legal counsel, if necessary, to make
sure that it is correct, and that any matters of record, such as easements, that you wish shown on the
survey, have been shown.
2. Showing the location of existing improvements we deemed important.
3. Setting new monuments or verifying old monuments to mark the corners of the property.
4. Showing elevations on the site at selected locations to give some indication of the topography of
the site. The elevations shown relate only to the benchmark provided on this survey. Use that
benchmark and check at least one other feature shown on the map when determining other
elevations for use on this site.
5. Showing your proposal to build a new home, related improvements, grading, drainage and
erosion control details, for your review and approval and for the review and approval of such
governmental agencies as may have jurisdiction over your project before you use this survey to
make decisions.
STANDARD SYMBOLS & CONVENTIONS:
" • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless
otherwise noted.
CERTIFICATION:
I hereby certify that this survey was prepared by me or under my direct supervision and tha I am a
Professional Engineer and a Professional Surveyor under the Laws of the State of Minnesota.
Tuned Name: James H. Parker
L 13EI ORI DEMOLITION AND (.TRADING BECAN�
1. Install silt fence around the perimeter of the construction area as shown on this plan.
2. Install inlet protection at inlets to the storm sewer system that receive storm water from areas to be disturbed on
this site rising Road Drain Tot) Slnib Mod(l i2Es 2 (fits rough op• itrn For 2:x,' hils } t d i baro Top -Slab
Nl,)del t20 (fits rou h o i ntg Cor 2 " inl t) or €: ad 13raitt TLS? �ktb vi d<.1 z i (sits Nmlah
Casting with : F-1, 1 1 "'. , dnnensroas) mamrfacti.ucd by WI te.O„ T�, J Theis 13(7 ;. Shakopee, NIN.
3. Sediment control measures must remain in place until final stabilization has been established and then shall be removed.
Sediment controls may be removed to accommodate short terns construction activity but must be replaced before the next
rain.
,1, A temporary rock construction entrance shall be established at each access point to the site and a 6 inch layer of I to 2 inch
rock extending at least 50 feet from the street into the site and shall be underlain with permeable geotextile fabric. The
entrance shall be maintained during construction by top dressing or washing toprevent tracking or flow of sediments onto
public streets, walks or alleys. Potential entrances that are not so protected shall be closed by fencing to prevent
unprotected exit from the site.
DURING CONS'TRUC'TION:
5. When dirt stockpiles have been created, a double row of silt fence shall be placed to prevent escape of sediment laden runoff and
if the piles or other disturbed areas are to remain in place for more than 14 days, they shall be seeded with Minnesota Department
of Transportation Seed Mixture 22-111 at 100 lb/acre followed by covering with spray mulch.
6.
7. A dumpster shall be placed on the site for prompt disposal of construction debris. These dumpsters shall be serviced regularly to
prevent overflowing and blowing onto adjacent properties. Disposal of solid wastes from the site shall in accordance with
Minnesota Pollution Control Agency requirements.
8. Aseparate container shall be placed for disposal of hazardous waste. Hazardous wastes shall be disposed of in accordance with
MPGA requirements.
9. Concrete truck washout shall be in the plastic lined ditch shown on this plan for "CONCRETE WASHOUT" and dispose of
washings as solid waste.
10. Sediment control devices shall be regularly inspected and after major rainfall events and shall be cleaned and repaired as
necessary to provide downstream protection.
Streets, alleys, sidewalks and other public ways shall be inspected daily and if litter or soils has been deposited it shall promptly be
removed. The contact person for this site is Daniel Shand; 612 605 9664 Ext. 701; dshand(ii-asnre-usa.com
12.. If necessary, vehicles, that have mud on their wheels, shall be cleaned before exiting the site in the rock entrance areas.
13. Moisture shall be applied to disturbed areas to control dust as needed.
14. Portable toilet facilities shall be placed on site for use by workers and shall be properly maintained.
15. If it becomes necessary to pump the excavation during construction, pump discharge shall be into the stockpile areas so that the
double silt fence around these areas can filter the water before it leaves the site.
16. Temporary erosion control shall be installed no later than 14 days after the site is first disturbed and shall consist of broadcast
seeding with Minnesota Department of Transportation Seed Mixture 22-111 at 100 lb/acre followed by covering with spray
mulch.
SITE WORK COMI?I.,FTION:
17. When final grading has been completed but before placement of seed or sod an "as built" survey shall be done per Edina's
requirements to insure that grading was properly done.
18. When any remedial grading has been completed, sod or seeding shall be completed including any erosion control blankets for
steep areas.
19. When turf is established, silt fence and inlet protection and other erosion control devices shall be disposed of and adjacent streets.
alleys and walks shall be cleaned as needed to deliver a site that is erosion resistant and clean.
EXISING COVERAGE
HOUSE
1,735
SQ.FT.
SHED
139
SQ.FT.
TOTAL COVERAGE
1,874
SQ.FT.
LOT
8,817
SQ.FT.
PATIO CREDIT
-150
SQ.FT.
NET COVERAGE
1,724
SQ.FT.
COVERAGE %
19.55%
TOTAL IMPERVIOUS
NON COVERAGE IMPERVIOUS
SQ.FT.
DRIVEWAY
736
SQ.FT.
WALK
158
SQ.FT.
PATIO
299
SQ.FT.
RETAINING WALL
9
SQ.FT.
TOTAL IMPERVIOUS
3,076
SQ.FT.
IMPERVIOUS %
34.89%
PROPOSED COVERAGE
HOUSE
2,250
SQ.FT.
LOT
8,817
SQ.FT.
COVERAGE %
25.52%
NON COVERAGE IMPERVIOUS
k`b�§-'---- tt
O i
DRIVEWAY
773
SQ.FT.
WALK
74
SQ.FT.
GARAGE STOOP
16
SQ.FT.
TOTAL IMPERVIOUS
3,115
SQ.FT.
IMPERVIOUS %
35.31%
21
I
�I
SE
IRON -- �6 907-880.8
LEGEND
DENOTES EXISTING SPOT ELEVATION
g44>c
DENOTES PROPOSED SPOT ELEVATION
SOIL
DENOTES EXISTING CONTOUR LINE
ST,CKPILE t
AR 1 880.0
DENOTES PROPOSED CONTOUR LINE
i
�� ti
Zo
k`b�§-'---- tt
O i
__ -- T-
t
Ln
IV N
OD
I
`45.94- 1
23.5to
� 880,2
y
21
LEGEND
DENOTES EXISTING SPOT ELEVATION
g44>c
DENOTES PROPOSED SPOT ELEVATION
-960.0
-9600
DENOTES EXISTING CONTOUR LINE
-
DENOTES PROPOSED CONTOUR LINE
946
DENOTES PROPOSED STORM FLOW
880 .1
DENOTES PROPOSED SILT FENCE
SF
-PLASTIC LINED DITCHED FOR
CONCRETE TRUCK WASHOUT
/
1
oil I
L61 I
EXISTING DWELUNG &AIM/A/OUS I DR/bF
TOP FOUNDATION ELEV.-883.3 39,48 1
CON TE WA ��0 ��
CITY OF EDINA
BENCHMARK
ELEV. = 822.00
N.G.V.D. 1929
o, F $2.81
I Zs�
1LL PLAM
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9
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
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;
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-�
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/
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o
21
1
PROPOSED RIVE & TEMP.
I
Z
I 0
ROCK CONST UC�ION
°O
cfl
N�0oI
ENTRANCE t X880.7
t
-'
880.2
X881.8
t
PROPOSED DWELLING
t
INJ
I
OLD 1ST FLOOR - 0 3.5
5
a 9.94
s
L
FIRST FLOOR =
TOP FOUN!! GARAGEFL.880.3
ulo,4
7.92 i
r� `n
IL
roti
o
I N
fOCKPILE-J_ f
'Tl
bra
0
o
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�i �REA rPm
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N
53 i000
1�r
\
t // N
-.12--- -
-
.1-880.5
Qr--
4 881.8 a
8Oo) 880.8
I ' E
EXISTING DWEWNG
- -40.28-80-
880,3
�I
I
TOP FOUNDATION ELEV.-881.9
CITY OF EDINA
BENCHMARK
ELEV. = 822.00
N.G.V.D. 1929
o, F $2.81
I Zs�
1LL PLAM
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iv% CToP CAo'r7-O)
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9
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
D. " 1 a28- Of -1+- 00(at
TDRAf TYATER ff4N14G�'�LIENT ANIS EROSION CONTDL PLAN 14082 2015 Ol 14 B JP
v3559() 9'$ t �wNes KD 1\16W MMS