HomeMy WebLinkAbout2911721340034-02192014913.5 X
22" Pie
914.0 x
Confirm property may be redeveloped
prior to demolition. A demolition permit
provides no assurance o . 'mined future
ses
x 914.3
Residential
Temporary Rock Construction Entrance/Exit
-15 Initial length
-To front yard setback
line after backfill
6" minimum thickness
1/2" to 3" washed rock
Non-woven geotextlle drainage 12' minimum
labrIc under
SILT FENCE MUST BE
INSTALLED PRIOR TO
DISTURBING
VEGETATION
Fabric anchorage
bomb backfill with dee".....
tamped natural soil
7 49
,k -Page
"cola
SILT F
REQUIRED
NH edge. of bituminous 49,2
152.0
20" Spruce
Cra
eY\\
_ • 911.8
• /
913.9
/222,CARAcE
,Cor.Floo.=914.42
j V/Y ,N1 /
73
7 1 -N/
N
edy
chimney Is 914.1
/1 0.5
2 EXLSTI1V,C
HOUSE
1st Floor=915.56
N 8828 '46" P/ 195. 77
Adjacent House
1st Floor=91 6.21
x 912.4
88°29 40'1
A
915.0
x
cc
53
913.7
x 913.4/
198.68
2-14"& 1-12 07.7-ch
1-1-Liconc. walk
wood fence
x 911.4
Brush
912
912.4
2..
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.
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 1' 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 thirty (30) days of the
building demolition/move.
1
I'M
ECT,ON,S re, 952 (02.r. W.C4
•iri' niid ADDRESS
and Construction Entrance
•
'ciundat or: Wall Reinforcing
r-oundation Pre-backfill
Framing and Sheathing
42" 1714/p
vs
914.7 x
14" Ash
x 973,5
Insulation
Lath
Drywall
Masonry Fireplace
Final
or w
Post or slaka
DireClion of
runoff now
•••.7": 4.:d•P Kiaturai soil
'Wire mesh reinforcement
(optional) Engineering labile
Inch minimum .11.•
• • - • .. .` • • • •
6 inch minimum
py certify that this survey, pla
'or my direct supervision and
or under the Laws of the Sta
E. Crook
Oat-
/YIP
• wvvoRitrHouR.s:
7:00am to 7:00pm Monday through Friday
9:00am to 6:00pm Saturday
NO WORK ONSUNDAY OR HOLIDAYS
10=30
EXISTING BUILDING COVERAGE
X; of Hardcover = 11.0 00
CERTIFICATE OF SURVEY FOR:
ELEVATI 41 N
OF
Lot 8, Block 6, MIHR
==1•=11n41•
FEB 19 20k
D/-77.M() ff
SITE ADDRESS
5401 MIRROR LAKES DR
EDINA, MN 55436
NO TRESPASSING
NO Excavating!
NO Driving!
NO TRESPASSING
on acrofi[rAn oro ertiles
2/- ;(4. p
MATERIALS, DUMPSTERS
AND PORTABLE TOILETS
SHALL NOT BE STORED IN 48.2 _
RIGHT-OF-WAY I Oslo'
Mete: Depending upon configuration, atiach fabric to wire mesh with hog rings, Steel peels with tie whoa, or wood PONS with slapfes•
Figura 6.3-2: Typical InelaWstion for le rtca,
x 912.5
Adjacent House
1st Floor=915.32
Fi!e No.
September 10, 2013 Minn. Reg. No. 22414
x 912.9 Building 2,305.7 Sq. Ft.
Patios & Decks 235 -200 = 35 Sq. 17.
Total Coverage
Lot Area
2,340.7 So .Ft.
21,268 Sq.Ft.