HomeMy WebLinkAbout1902824240057-100313_Insulation
_Lath
—Drywall
Masonry Fireplace
dipal EXISTIN
HOUSE
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NO TRESPASSING
NO Excavating!
NO Driving!
NO TRESPASSING
on adjoining properties
3004'
S'i!t Fence and Construction Entrian
_W_YY_i4 ric10/ AS-Yi/A/YX - Wali Reinforcing
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CALL FOR IM'c73PECTION3 f2 826 03720, with PERMIT NUMRPR nnri A DrIRESS v11451,,
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710&7Z7:A7 7FP:ii2 d_AnY,F1 FWA1-filifit 1YA: __,....Ererning and Sheathing
883.7 x
CONCRETE WALK
FIRST
FLOOR
ELEV.=888.40
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6" minimum thickness
Ix
es.90, ss'6"'
EG-RESS/
PITS
EXISTING
HOUSE
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 l' and spaced at a maximum 10' on center.
3 Enclose stockpiled soils with properly installed silt fencing.
3 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.
cm@
EXISTING RETAINING WL
8"W .148.22
V48 PLAT)
Confirm property may be redeveloped
prior to demolition. A demolition permit
provides no assuranc9 of permitted future (9409,:9 st
40. 1:&• 40, e 885. I ellk,
NQ0'18'2 66,6.,
o 8.5s • "'se,
EXISTING
SHED61 0
.1 ,e• 6* 6
EXISTING F-E-N-C
8..63' SETBACK LINE —1
X
Lc)
11 25' SETBACK LINE
X 885.,
Wire mesh reinforcement
(optional) Engineering fabric
SILT FENCE MUST BE
INSTALLED PRIOR TO
DISTURBING
VEGETATION
Fabric anchorage
trench backfill with
tamped natural soil
inch minimum
• • • .• • • '
6 Inch minimum
Note: Depending upon contiguration, attach fabric to wire mesh with
hog rings, steel poets with tie wires, or wood posts with staples.
Figure 6.3-2: Typtaatillitiallaibri for sift fence
Metal or
ER ADDITION,
and of record
Recorder.
ED HOUSE.
nVERAGE OF THE
E DWELLING UNITS
X
64.7
0 (5,
I c5iN / •
c906,
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X. - - X X co
(4°
/1 EXISTING
%0NC. PAD-
X
X
/17-33' —SET/LINE X8,
- - • I
EXISTING FENCE X 886.7
u,
,
6 I. 'Oc
rt, XISTING
cfP
) DRIVEWAY,
Residential
Temporary Rock Construction Entrance/Exit
OUSE TO PROPERTY
Li BACK SHALL BE
-"7.F1 FOOT THE
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(883.9 /
- - , X Q.
....ta 130 20' X V.- ..D._ .i.- • _r•-.
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co rc;
co , QD . co
oi • I 66,9 -89,3
.- tin 888:8 00
6;9
X
1 112" to 3" washed rock enerarle. •
fabric under 4:1v1r;d "Th m "mt I
• ,
Non-woven geotexille drainage
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.
10 20
I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND Th AT IAN A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA.
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Al,.'
DRAWN
DRW
CHECKED
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Stonebrooke
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, BLOC 2
LJ
IN H4iidlptilikrADDITIO,Nrt
--ti
Prr [51
-15' Initial length -To front yard setback line after backfill
IOUSE TO PROPERTY
TBACK SHALL BE
H FOOT THE
INE
-N1-: 1.4R - 45.11: • 7.1-
(147RA-1.4'i L'1H 88.6
ikQEj1RT-13
SCALE FEET
Aaron .I. t.laqes 10-02-2013
▪ C- /V ,57-Ini C/7 ON
19.,9
dU1LDING DEPARTMENT
OCT 10 2013
CITY OF EDINA
post or slake
Engineering Responsible Solutions
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