HomeMy WebLinkAbout0411621220083-07172013Conditions of Demolition/Moving
3 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 fencinite)
• 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
NO TRESPASSING
NO Excavating!
NO Driving!
NO TRESPASSING
on adjoining properties
Confirm property may be redeveloped
prior to demolition. A demolition permit
provides no as n f permitted future
44 .44 /
I I I I ‘• A
L - • / I
EXISTING HOUSE
GARAGE FLOOR=940.9
HOUSE IS 35.7' FROM ROW (NOT SHOWN
eme' • 111 • MIIIIPMM 939.7 TC FOR: CUSTOM RENOVATIONS
ADDRESS: 6336 MILDRED AVENUE, EDINA
X 940.1 HEREON)
fIN .. .
940.3 TC
CC /*Tx ° er16'/11 X 940.4 X 940.5 940.9 X 94't.6
1.35.27.... • 939.8 FNDLS9235
(04.01'5S & OF COR,) N89°41'06"E
940.4i)<__x X 940.6
940.9 X X
940.4..
940.8
/ /-
940.5 '
C37
,25.2/ /IC
•n •• • • 940.4
940.9 LEGAL DESCRIPTION
Lot 10 and North Half of Lot 11, Block
6, NORMANDALE SECOND ADDITION.
940.0
-.3n ••
940.5
36.7 9.517
,••
/12.3/ 941.2. MAP 24
0, o 10,140 sq. ft.
0.23 acres
A
940.1
TC
Residential
Temporary Rock Construction Entrance/Exit
/12.2/
'942.1
321,2-.-0-7 • 941.6
MI
L
D
P
E
D
A
V
E
.
X 942.5
/2.9
/ 943:9
/17:117
943.3
943.6 X 940.3 940.5 ; WALL
DINIUMENT FOUND
DNUMENT SET
3 ELEVATION.
AD WIRE
3 FENCE
POLE
HACK 20
A I I • -1
I I I
L_ • ••• SI
I I I
I • ••• 942:1
00
°2
9
'3
9
"W
-15 Initial length
-To front yard setback
line after backfill
ohN.N
gb11;5942.8 942.8 ohvi 941.3 942.0
•11C/0
1.1067401.1e;
AV .47,8 re..404.141117441;
a_ 00 114...,•41&•••1,,,e-. • :ntrorpiltiuve I4ds.e•-. ,p.kletr4e4V40:‘
940.4 71' TC
4
04.).
VI
942.4 942.3 st-
6" minimum thickness Pd
/ 942.3 1 941.8 941.6
X 942.1 940.6 TC END BE 941.2
AINOUS 11/2" to 3" washed rock
X 940.4 RETE Non-Woven geotextlle drainage
fabric under 941.5 FND1 /20PEN
o64.
South Line of the
940.6%
940.8 TC END BE •
941.2 X North Half of Lot 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.
942.1 940.8 942.1
942.2
9419
942.0 °64' 941.3 TC 940.3 E ON ASSUMED DATUM.
I the benefit of title
, and encumbrances
shown hereon. This
son receipt of a title
Tneys title opinion.
941.0 941.0
TC SMH 10.75INV
RIM: 41.02
INV: 930.27
135.16 N89°41'04"E I
• 9422 941.7
35.8
940.8 to a
0 a
941.2 BE i942.1 _C 0
CALL
P
6 ORIk1NG HOUSE
SGARAGE FLOOR=942.2
R INSPECTIONS @ 952 8
RM1T NUMBER and ADDRE
X941.4
ting
ence and ntrance
Indation
Pre-pEM I--- 20ft. AciRTH and Sheathing
Wire mesh reinforcement
op1iona0 Enginewing fabric
0 •Ti
rn c;
Z
1--,
...-31
En
I SILT !FENCING I
REQUIRED
940.7
survey or report was prepared by
ision and that I am a duly Licensed
of the State of Minnesota.
SILT FENCE MUST BE
INSTALLED PRIOR TO
DISTURBING
VEGETATION
,--)
0 rn -ri
73 -4
Metal or
post or wake
t
Blaine, MN 55449
CRE LAND SURVEYING
763-238-6278 js.acrelandsurvemgmail.com
7
Fabric anchorage
trench beoldlIl with
tamped naval soil
• • •
Direct:On of
ninolt now JOB#13193BS 4-16-13 Reg. No. 44655
.4 • 4 4. e•
Inch minimum
10 11 12 13 14 15 18 17 18 It 110 tll 02 03 04 05 08 I 7 08 ilg ;20 2nd Add\dwg\13193bs-mn.dwg -4Y16/2013, 11130127 AM CDT -Normandate
14atunit soil ' • II I
_Lath 3 3 Miz-0/E?2 4(/- (227
04. Drywall
Masonry Fireplace
Final
6 hich minimum •
Note: Depending upon configuration, abach fabric to wire mesh with
hog rings, steel posts with tie wires, or wood posts with staples. -.418
Figura 6.3-2: Typical lentolisiion for WI time TEIMMID