HomeMy WebLinkAbout3002824430088-12172012X S 1
878.1
GARAGE FLOORR87S.1
/ 4.3
2
GARAGE FLOOR=879.1
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.
Wire mesh reinforcement
(opikmal) Engineering iehric
SILT FENCE MUST BE
INSTALLED PRIOR TO
ANY INSPECTIONS
Fabric anchorage
trench beeidill with
tamped natural solt
• • • • ; • •
'inch minimum •
*
6 ire; minimum
lee
Metal or
post or slake
Direciicn of
runoff flow
• ••
Natural soli •
Note: Depending upon configuration,. WW1 %brio to wire mesh with
hog rings, steel posts with tie wires, or wood pools with Naples_
Figure 5.3-2: TypIced Installation for ant fence
I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I ore a duly registered
Land Surveyor under the lows of the State of Minnesota.
W. BROWN LAND SURVEYING, INC.
Woodrow A. Brown, R.L.S. MN REG 15230
Doted: 12-17-2012
,/-20 7-- VA.- /140/ /v
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W. BROWN LAND SURVEYING, INC.
0030 Cedar Avenue So.. Suite 228. Bloomington, 141 55425
Bus: (952) 854-4055
Fax: (952) 054-4245
Drawing:
7_50-12A
Pate: 12-17-2012
Scale: I Inch = 10 Feet 1 or 1
0877.7
-15. Initial length -To front yard setback line after backfill
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76
AREAS,
PROPERTY = 13,007.7 SF
EXISTING HOUSE = 2,040 SF
IMPERVIOUS SURFACE = 2.048 SF
= 15.7%
Confirm property may be redeveloped
prior to demolition. 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 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 thirty (30) days of the
building demolition/move.
)5882.0
CMC70,__.-11-71171i
teetc_c_u_ecd-c_ccZ
x900.0
x900.0TC
x900.0G
x900.0TW
x900.0BW
x(900.0)
Light Pole
Power Pole
Hydrant
Gas Valve
Gate Valve
Guord Post
Tref fic Sign
Flog Pole
Deciduous Tree
Coniferous Tree
Concrete
Concrete Curb
Boulder Retaining Wall
Retaining Wall
Existing Elevation
Top of Curb Elevation
Gutter Elevation
Top of Wall Elevation
Buttons of Well Elevo
Proposed Elevation
As-Built Elevation
Existing Contour
Proposed Contour
Drainage
Approved a'ading anci
Drainaqs F-)Itn
required pricr to
alterinci any grades
and/or drainage'
St Fne and Construction Entrance
Rel,nforcing
-,Founclaton Pre-backfill
anJ Sheathing
Residential
CALL PO. , INSPECTIONS @ 952 826 Temporary Rock Construction Entrance/Exit
RE-11:11I- NUMBER and ADDRESS
6" minimum thickness
1112" to 3" washed rock
is.... 6tikeill*"
2s1...ptq
ln
Alitite;:faTer"
.":"41104re* 12' min' mu Non-woven geotextlie drainage fabric under
X 877.3
ixt-//422/
X 8 7.1
5895717W
130.01 meas. x rx4 130.0 plat
IX 877.
ono- n pO Vc
X 877.31
1N1-1:Y FOR:
LO BUILD HRS
OPOSED ADDITIONS}
_,Insulacrion
Lath
_Drywall
Masonry Fireplace
43.1
X 876.8
20.1
• Denotes Iron Monurn t Found ISL.„iq 17411,4 . • if,„40-- :4 1 fl rr • .
t;)
0670.2 0 Denotes Set, 1/2" x 14" Iron Pipe w/ Plastic Cap Inscribed R.L.S. 152 O. REQUIRED
130.17 meas.
130.0 plat
N895803"E Power Pole
G Hydrant
PROPOSED AREAS:
PROPERTY = 13,007.7 SF
EXISTING HOUSE = 2,048 SF
PROPOSED PORCH = 41.33 SF PROPOSED ADDTIONS = 28.0 SF PROPOSED GARAGE ADDITION = 255.2 SF
IMPERVIOUS SURFACE = 2,372.53 SF
8 18.2%
230-12A 126/47
DUNBERRY LANE
4 4
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