HomeMy WebLinkAbout3111721110002-06032015OTICIUICI 211.1011
Conditions of Demolition/lVloving
4' construction fencing shall enclose existing basement perimeter and
excavations with slopes steeper than 1:1. Attach fencing to minimum
5' posts buried l ' and spaced at a maximum 10' on center.
Enclose stockpiled soils with properly installed silt fencing.
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 t int: (30) days of the
building demolition/move.
Temporary Rock Construction Entrance/Exit
-15' Initial length -To front yard setback line after backfill ' =SE 6220 PARK WOOD ROAD EDINA, AIN 55436 ..11,44 • I "Aelf 'fitiffibt••
4;411.05.4gt".. "Mid •
gfile;s1. °5„
Non-woven geotextlie drainage ./,%?W5.4, 1Z minimum
fabric under
5" minimum thickness •
9110
1 1/2" to 3" washed rock
Failure to install the Construction Entrance
before disturbing the site soils and/or failure to
maintain the Construction Entrance will result in
Enforcement action by the City.
00341 003.274
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Wire Mesh retries:cement
(optional) Erigineepting tebdb
REM La 0=07 can,
•031102 09 00276 Tao•al
SILT FENCE MUST BE
INSTALLED PRIOR TO
DISTURBING
VEGETATION
93171 1••••41 09.12
9.11/ Medal or woo
post or Maio
4010:47
0.5
I. COMO 2.8 HOUSE
28 6224 PARKWOOD ROAD EDINA, AIN 55936 141 ,n
Lug •1 136 04032
STONE WALLS
12
03
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9.914/,,
WATER RWCE
•
05 93196 -CONCRETE STOOP essey
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CONCRETE
Fabric anchorage
Ilterieb backlitl whh
larffied naval &oil
CO 03607
04 0.3
0.5 03 *07.47 Direction of
runotil lbw
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=Mg
0.5
/Atrial minimum
6 Ira minimum
1.5
•°. 4-Z•e'
thlturat salt *
03879
STONE WA 20
07002
1 ••CONCRETE STOOP 9392 907.45
-CONCRETE
se
06 09311 Lad
•931125 Note: Depending upon configuration, attoOt fabric to yrire mesh with
NV arras, stool posts with tie wfuis, or wood poela with sloes_
Figure 0.2-2: Typicst Tfl tot' eat fanim
9 34
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LS! 15230
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'MP
113,7 -952 826 0371 I,
ADDIRESera • '1 7 . I . o ;and Construqtron LANIaliliff .1
'Y I 0 ,Y'Tilf..:n atiOn Wail Reinforcing
I 11 Pre-backfill e
r /1.71.0o
2,2'f
.
91:4n30 •
• MU
Confirm property may be
Redeveloped prior tde,noition
040
EXISTING STRUCTURAL
COVERAGE COMPUTATIONS
AREA 1 ITEM
3,452.8 SQ. FT. HOUSE
617.3 SQ. FT. DECK (ACTUAL)
4,070.1 SQ. FT. TOTAL
8.02 % PERCENT OF LOT COVERED
BY STRUCTURE
25.0 % MAX. ALLOWED
(150 SQ. FT. ALLOWANCE FOR DECK/PATIO)
A demolition permit provides no
Assurance of permitted future uses
1V111
041.74
RUB HOLI•F
6226 PA8KW000 ROAD EDINA, AIN 55436 Framing antiShasthing
Insulation
Lath
Drywall
_
P.I.D. = 31-117-21-11-0002
1° GAS kW 111•03•30 PARCEL AREA = 50,732 SQ. FT. / 1.16 ACRES
BENCHMARK
TOP NUT OF HYDRANT @ NE QUAD SCHAEFFER ROAD AND PARKWOOD ROAD
ELEV = 941.12
I HEREBY CERTIFY THAT THIS SURVEY, PLAN,
OR REPORT WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LAND SURVEYOR UNDER THE
LAWS OF THE STATE OF MINNESOTA.
KIM A. REAUME BOOK PAGE
42 61 LICENSED LAND SURVEYOR
PROJECT NO
2014-188
SHEET
CERTIFICATE OF SURVEY FOR
SHADOW PROPERTIES
763-475-1314
763-475-1015 FAX
EMAIL - precisionsurveys@comeastmet
•
REVISIONS
3305 GARLAND LANE N.
PLYMOUTH, MINNESOTA 55447 DATE 06/23/2014 REG. NO. 19522