HomeMy WebLinkAbout2002824240092-10012014SCALE IN FEET
0 10 20
1 inch = 10 feet
Existing First Floor Elevation= 887.08
EXISTING HARDCOVER
SURFACE CALCS
LOT AREA =
8,008
S.F.
HOUSE & GARAGE =
1,268
S.F.
FRONT STOOP =
24
S.F.
CONCRETE SIDEWALK
& DRIVEWAY = 733
S.F.
PORCH =
188
S.F.
30 DECK =
141
S.F.
W
TOTAL HARD COVER
= 2,354
S.F.
HARDCOVER SURFACE
% = 29.4%
Low
W,
•
B
_1000
OHP
IRON SET
IRON FOUND
LIGHT POLE
CURB STOP
POWER POLE
ELECTRIC METER
EXISTING CONTOURS
OVERHEAD POWER LINE
FENCE LINE
RETAINING WALL
EXISTING ELEVATION
1
1
1
0
0
I
trit M "Well--
topill"l) Enineert IaDrlc
Metal or SILT FENCE MUST BE
p or Stake INSTALLED PRIOR TO
DISTURBING
VEGETATION
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trench booWilt with
lamryed
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14ah�r�601
6 Inch mlrarrwm
Note; Depending upon m0guration, altar taboo to wire rneslh with
hog , Steel peels with tie wlres. or wruod pons with staple..
Figural IL3-2: Tyrpkad InMitallon for sill
Temporary Rock Coristruction Exit
<a sJtc �o�
�a -75' Inhlal length
To
front yard setback
line after backfill
6" minimum thickness
1 1/2" to 3" Washed rock
Non—en geotexille drainage
yy
Im
Failure to install the Construction Exit before
disturbing the site soils and/or failure to
maintain the Construction Exit will result in
enforcement action by the City.
f 887.4
'-FENCE CORNER LIES
1; 0.1' SOUTH AND 1.0'
887 gWEST OF LOT LINES
46,
\----LOT CORNER FALLS
ON FENCE F-
N
_U
A
Confirm property may be
Redeveloped prior to demolition
I
/.888.2
I
�o C°
CD
20 PINE
0
A demolition permit provides no
Assurance of permitted future uses
Conditions of Demolition/Moving
✓ 4' construction fencing shall enclose existing basement perimeter and
excavations with slopes steeper than 1:1. Attach fencing to minimum
5' posts buried F and spaced at a maximum 10' on center.
✓ Enclose stockpiled soils with properly installed silt fencing.
L ✓ Property must be restored within thirty (30) days of building
demolition/move — utilities abandoned at the property line with a
permit, foundation demolished with a separate permit, debris
removed, demolition excavation filled to match adjacent grade and
seed or sod placed and maintained at disturbed areas OR a permit
must be issued for a new structure within thirty (30) days of the
building demolition/move.
—FENCE CORNER LIES
0.1' SOUTH AND 1.0'
WEST OF LOT LINES
I /-1 T —7
CONCRETE SURFACE
ASPHALT SURFACE
LANDSCAPE AREA
PAVER SURFACE
DECIDUOUS TREE
CONIFEROUS TREE
DESCRIPTION FROM TITLE COMMITMENT
Lot 13, Block 7, BROOKLINE ADDITION, Hennepin County, Minnesota.
To: D.R. Horton, Inc. -Minnesota, and DHI Title of Minnesota, Inc. as agent for Fidelity National Title:
This is to certify that this map or plat and the survey on which it is based were made in accordance with
Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and
adopted by ALTA and NSPS in 2011, and includes Items 1, 2, 3, 4, 5, 6(a), 7(a), 7(b)(1), 8 and 11(a) of Table A
thereof. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this
certification, undersigned further certifies that in my professional opinion, as a land surveyor registered in the
State of Minnesota, the Relative Positional Accuracy of this survey does not exceed that which is specified
therein.
Signed this 1st day of July, 2014 For: James R. Hill, Inc.
By: PiRLELIMINAIRY
Harold C. Peterson, Land Surveyor, MN License No. 12294
NOTES
ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE WEST LINE OF LOT 13, BLOCK 7,
BROOKLINE ADDITION TO HAVE AN ASSUMED BEARING N 00°03'21" E.
THIS SURVEY HAS BEEN PREPARED BASED ON A TITLE COMMITMENT PREPARED BY DHI
TITLE OF MINNESOTA, INC. AS AGENT FOR FIDELITY NATIONAL TITLE, COMMITMENT NO. XX,
DATED EFFECTIVE XXX XX, 2014, AT X:00 A.M. ONLY EASEMENTS WHICH APPEAR IN
SCHEDULE X, PART XX OF THIS TITLE COMMITMENT HAVE BEEN SHOWN AS A PART OF THIS
SURVEY.
THE LOCATION AND INFORMATION SHOWN REGARDING UTILITIES, SERVING THIS PROPERTY
OR EXISTING ON THIS PROPERTY AS SHOWN AS A PART OF THIS SURVEY, HAVE BEEN
LOCATED BY ON-SITE OBSERVATION OR TAKEN FROM PLANS PROVIDED BY OTHERS. FOR
FURTHER INFORMATION CONCERNING THESE UTILITIES PLEASE CONTACT THE CITY OF
EDINA ENGINEERING DEPARTMENT AND/OR GOPHER STATE ONE CALL.
THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP, COMMUNITY
PANEL NO. 27053CO364E, EFFECTIVE DATE SEPTEMBER 2, 2004 CLASSIFIES THIS PROPERTY TO
BE WITHIN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN). THIS DETERMINATION IS BASED ON A SCALED LOCATION ON SAID FLOOD
INSURANCE MAP.
OVERALL GROSS AREA = 8,008 SQUARE FEET OR 0.184 ACRES
CONTOUR INTERVAL IS 1 FOOT. ALL ELEVATIONS ARE BASED ON THE CITY OF EDINA
DATUM. (NGVD 29)
BENCHMARK: TOP NUT HYDRANT AT THE NORTHEAST CORNER OF 58TH STREET WEST AND
BEARD AVENUE SOUTH. ELEVATION = 888.76 FEET
CURRENT ZONING FOR 5721 BEARD AVENUE. IS R-1 (SINGLE DWELLING UNIT DISTRICT).
MINIMUM SETBACK OF R-1 DISTRICT PER CITY OF EDINA ZONING ORDINANCE.
FRONT STREET - 30 FEET
INTERIOR SIDE YARD - 5 FEET
SIDE STREET -15 FEET
REAR YARD - 25 FEET'¢
NOTE: MINIMUM SETBACK REQUIREMENTS ARE ESTABLISHED BY CITY ORDINANCE. THE
SETBACK LINES ARE NOT DRAWN ON ANY OFFICIAL MAP FOR THIS SITE. THE LOCATION OF
SETBACK LINES ARE SUBJECT TO LEGAL INTERPRETATION AND PLANNING
CONSIDERATIONS. THEREFORE THE MINIMUM SETBACKS ARE LIS'T'ED BUT NOT SHOWN ON
THIS SURVEY. SPECIFIC QUESTIONS REGARDING SETBACK REQUIREMENTS SHOULD BE
DIRECTED TO THE REGULATING AUTHORITY.
ADDRESS OF THIS PROPERTY IS 5721 BEARD AVENUE SO., EDINA, MINNESOTA 55410
PID NUMBER = 20-028-24-24-0092
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DRAWN BY
PLM
DATE
7/1/14
REVISIONS
CAD FILE
23080c.dwg
PROJECT NO.
23080
FI LE NO.
1-14-066
SHEET 1 OF 1