HomeMy WebLinkAbout1902824210091-08032012Wire mesh reinforcement
(oplional) Engineering labric
SILT FENCE MUST BE
INSTALLED PRIOR TO
DISTURBING
VEGETATION
Fabricanchorage
trench boding with
lamed natural soli
. .• :
Inch minimum
• •
6 inch minimum
Metal or
post or stake
Direction of
runoff flow
Note: Depending upon configuration, attach fabric to wire mesh with
hog Onus, steel posts with tie wires, or wood peels with staples-
Figure 6.3-2: Typical inellefialk.n for alit fence
: . Natural isoll '
Confirm pro y be
Redevel d emolition
A demolition permit provides no
Assurance of permitted future uses
(357 - 150 allowance)
Signed
Dem o oivi--y Gregory R. Praschi, Minn. Reg. No. 24992
Rev
s3-qo JaH#j
tcto au. aft,. 0.1 • co ct t
//(2 27
Drawn By
File Name
sip-1 -2-2fb1 05962 inv80286.dwg
5137.5/
I Woo\clence 0.6'I
1 South of Line /
18ô7.2 88/5.0 Wood
Steps x
1 1 I _1- Edge Pond I Flagstone
1 Patio
j.
1-44.5 1
?Pi
120.00,piat
S 89°4327"E 119.00 meas
,8Ô.3
eb'
/ k--/ Wood Fence
w w
S 89°4327" E 119.01 Meas.
‘1)4° Vinyl Fence 120.00 plat
(,)/od fence
of Line
nto uth
--/a 7' North
/ of Line
Egress
Well\ I
--I 74 5,59.2
1 859.4
1 / 38.5 /
/ / Ai.: A-
/ /- 4.55 No. 5540
1 / 6.4,, I -5-Frame
'
•
,
, 1)., / , ,, gi/ / , fat flr elev / /1;-- N:
27.75
1,6
I -5 -Frame-
No. 5536
peak
.906.6
/ / /
589.2
559.1
Wood Fence 0.6'
South of-Line
// 890.0
20.3 --10-
VI
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.
il
Basis for
bearings is
assumed
.- Denotes Existing Contours
• Denotes Found Iron Monument
O Denotes Iron Monument ,
o Denotes Wood Hub Set for
excavation only
x000.0 Denotes Existing Elevation
4C30 .--0) Denotes Proposed Elevation
-.11111r--- Denotes Surface Drainage
NOTE: Proposed grades are subject to results of soil
tests.
Proposed building information must be checked
with approved building plan and development or
grading plan before excavation and construction.
Proposed grades shown on this survey are
interpolations of proposed contours from the
drainage, grading and/or development plans.
NOTE: The relationship between proposed floor
elevations to be verified by builder.
Proposed Top of Block
Proposed Garage Floor
Proposed Lowest Floor
Type of Building
Wood
_ren\cc 0.6' Wood
Worth of Fence
_x x . _w, w W
, 1
Approved grading an
Dra n atiag4Pon
requiredWor to g
altering any grades 0
and/or drainage
SILT F
Overhead Wires
Temporary Rock Construction Entrance/Exit
-15'Initial length -To front yard setback lInn after backfill
6" minimum thickness
1 1/2" to r washed rock
Non-woven geotektile drainage 12' minimum y
fabric under
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.
Lic) s
,/ //// ////// \
/ peak elev /
/ 905.3 /
/ I -.5-Frame /
No. 5544 /
Hardcover
Lot area
Building
Detached Garage
Deck
Hardcover
Total
Percentage
or
41)
mg
tcc
559.05
z
Property Address: 5540 St. Johns Avenue
Edina, Minnesota
Benchmark: Top Nut Hydrant at St. Johns
Avenue & 56th Street West
Elevation = 890.30 feet
INVOICE NO 80286
F.B.NO 1059-62
SCALE: 1" = 20'
-
`Power
lLIc
3.0 //
559. /2
/
27.75 Y4
(555.5 C a ri s- r e t e 859.41/1 . 25.2 /.///, . //// / ////4 1
41 Ga2r0a.2416. esit4 ,gar 5:09; 4
'4
Ele'C ' (\I 1389&. o4 n ;re .t,e•-•
20.27:1 ' /. 'a 4 3 A9.2 . Me4er 4 '''• pi
/ / / ./6._•"'". o • 4 A .
Concrete
Sidewalk
• 1 •
555.75
tcc
tc.c
888.65 -Foundation Wall Reinforcing
-Foundation Pre-backfill
-Framing and Sheathing
1../1••n•n•
Insulation
-Lath
Drywall
Masonry Fireplace
The Gregory Group
d.b.a.
LOT SURVEYS COMPANY, INC.
Established in 1962
ALL FOR INSPECTIONS @ 952 826 0372
c. LAND SURVEYORS with PERMIT NUMBER and ADDRESS
z
Overhead lit4res 7601 73rd Avenue North
silt Fenco and Construction Entrance Minneapolis, Minnesota 55428
DEL
REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA
The only easements shown are from plats of record or information
provided by client.
1-4ertify that this plan, specification, or report was prepared by me or
udder my direct supervision and that I am a duly Licensed land
...§kirveyor under the laws of the State of Minnesota
...:;,*itiveyed this 18th day of June 2012.
40^
urtirry-Errs Trrtifirair
AUG 3 201?
(763) 560-3093
Fax No. 560-3522
•
I
).858. w
Vinyl Fence Power
•0.6' Soutki role
of Line t
1
(i)
22.1
5,047 se? fti-
1,535 sq fti-
244 sq ft-±
2375q
105 sal fti-
2,124 sq ft-±
26..39%