HomeMy WebLinkAbout1902824310072-091713Conc. I Stoop
10.50 Proposed House
HOUSE
DRIVEWAY
pD 0,,,,vcKgRESTIE„:ESWATOLOKP ec STEPS
Benchmork:
RR spike in S.
face of power pole
Elev=880.57
denotes sanitary sewer line
denotes existing contour
denotes proposed contour
denotes proposed spot elevation
denotes existing spot elevation
denotes buildingsetbock line
Front - 30'
Side - 5'
Rear - 25'
34.9 0.3' notlh ,N`
of tine 4..
. N 9'34 53 w 135.55 meas. 47 00 /
a
, AZiEE.'.,
-,--5' we.%0 of line / , if6.0.< 0 '"-0,3' south of Ale5.00..; 30 00
/ (i-..-7—..,1---1,-,.---.;: --- ........ ,;..„. ........ ..._ . .........
,,
/ r—otr,y:..f-e , • , , 88.2-ien -e,..../ .
41 /935
5.55O C:.1 147 30.51
,j62.2 62,40 --5137307-47"E 135.62 meos. exist.bit.driveway cs•.. 145.67 plot
ge
go o 'cc>
c)(19t '110 '4 ') eiev 8
floor
asq95
PROPOSED ELE VA TIONS:
MAIN FLOOR = 885.61
TOP OF POURED WALL = 883.69
GARAGE FLOOR = 883.36
BASEMEN T FLOOR = 874.98
882 55 ; ,= 882 88
882
881.41
Building Permit Survey
8 P
4
posed House
Exist, house
EXISTING ELEVATIONS:
GARAGE FLOOR = 883.4ir
MAIN FLOOR = 884.61
Prop. Sidewalk
d
...35.0
34.7
>, 882,8.3
60 ASHCR OFT FEE
Lot 4, Block 8, FAIRFAX, HENNEPIN
COUNTY, MINNESOTA, Hennepin County,
Minnesota, according to the recorded plot
thereof.
S-KI 4-fhtedfc5FT-
EXISTING HARDCOVER CALCULATIONS
HOUSE 1,247.0 SF
DRIVEWAY 364.6 SF
CONC. SIDEWALK 158.2 SF
1,769.8 SF (26.1%)
PROPOSED HARDCOVER CALCULATIONS
HOUSE DETAIL
BUILDING DEPARTMENT
OCT 2 3 2013
CITY OF EDINA
40 60
60
LEGEND
20
deck
Scale: 1"= 20'
AREA = 6,772.98 SF
17,50 csz> 7 00 o 14.00
Posts
2.00
51.50
- SS
—880'
—880
x880,15
20
1,888.8 SF
586.5 SF
275.8 SF
41.4 SF
48.6 SF
2,841.1 SF (41.9x)
IT)
-0
/2iiivsa
.ottoasso iates.com
TT°
SSOCIATES
Engineers & Land Surveyors, Inc.
9 West Division Street
Buffalo, MN 55313
(763)682-4727
Fax: (763)682-3522
• denotes iron monument found
0 denotes 1/2 inch by 14 inch
iron pipe set and marked by
License #40062
A denotes set pk nail
I hereby certify that this survey, plan,
or report was prepared by my or under
my direct supervision and that lam a
duly Licensed Land Surveyor under the
laws of the State of Minnesota.
Paul E. Otto
License #40062 Date: 10-21-13
Revised:
10/7/13 revised per review
10/16/13 House Elevation
10/21/13 Prop. grades
Project No.
13-0418
Requested By:
Infinity Custom uilders
Date: Drawn By: Scale: Checked By:
9/17/13
C.S.O. 1"=20' P.E.O.
•02010111IIIIINOMINIMid COMM!.
exist, bit. driveway
co co
61-./.6-u*1 USE EXISTING
DRIVEWAY FOR
ENTRANCE
CE
re
www.ottoassociates.com
9 West Division Street TT°Buffalo, MN 55313
(763)682-4727
Fax: (763)682-3522 SSOCIATES
Engineers & Land Surveyors, Inc.
Revised:
10-21-13
Project No.
13-0418
Requested By:
Infinity Custom Builders
Cara M. Schwahn Otto
License #40433 Date- 10-21-13
Date:
1 0/7/1 3
Drawn By:
C. S. 0.
Scale:
1"=20'
Checked Br
P. E.O.
Storm water & Erosion Control Plan
SEDIMENT AND EROSION CONTROL NOTES
1. INSTALL ALL PERIMETER SILT FENCE PRIOR TO CONSTRUCTION.
2. REMOVE SILT WHEN ACCUMULATION REACHES ONE–THIRD THE HEIGHT OF THE SILT FENCE.
3. ALL DISTURBED AREAS SHALL BE RESTORED WITH A MINIMUM OF 4 INCHES TOPSOIL, SODDED
OR SEEDED WITH MN/DOT SEED MIXTURE 270 (70 LBS/ACRE) AND MULCHED WITH MN/DOT TYPE 1
MULCH (2 TON/ACRE & DISC ANCHORED).
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING PAVED SURFACES CLEAN
OF SEDIMENT AND MUD. SEDIMENT & MUD SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL INLET PROTECTION AROUND
CATCH BASINS AS SHOWN ON PLAN. INLET PROTECTION SHALL BE INSPECTED AND CLEANED,
AS NECESSARY, WEEKLY AND AFTER RAINFALL EVENTS GREATER THAN 0.5".
INSTALL & MAIN TAIN
WIMCO (OR EQUAL)
INLET PROTECTION
• -I Loi Ex. Catch basin
60
881.41
x 64.95
0.3' north of line ,
4.
Benchmark:
RR spike in S. NN
face of power pole
Elev=880.57
wei-1 of line
(
r -
14 882.09
882
8
882. 55 —\_ "882.85
6r2-.
I hereby certify that this plan, specification, or report 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.
(2)\ •
0'2'66
-"88283
I
41)
I
87.15
X 5
deck
53
fence
BUILDING DEPARTMENT
OCT 2 &2U13
CITY OF EDINA
982 denotes proposed contour
— —982— — denotes existing contour
See
x E953705
C036 ash
[-n 6:5,NN
Prop. Sidewalk
882.7
fc on 61
88
•t•
co Prop. Drive oy
fe4ist d
Ibt•
epiloy ASHCROFT
60
LI
5' MIN. LENGTH POST
AT 4' MAX. SPACING
GEOTEXPLE FABRIC
z DIRECTION OF z
RUNOFF FLOW Cz. t•-)
FABRIC ANCHORAGE TRENCH.
BACKFILL WITH TAMPED
NATURAL SOIL
A 10 —
6"L.Tor
MIN
f
SILT FENCE DETAIL
—SF—SF —SF — DENOTES SILT FENCE
3-Y/ 2 AS nkoce
g
0.3 south or line x
14
Pt\oposed House