HomeMy WebLinkAbout3111721130032-07222014EXISTING HOUSE
MAIN FLOOR
5.53
891 .3
X890. I
X890.8
WORK HOURS:
7:00am to 7:00pm Monday through Friday
9:00am to 6:00pm Saturday
NO WORK ON SUNDAY OR HOLIDAYS
MATERIALS, DUMPSTERS •
AND PORTABLE TOILETS
SHALL NOT BE STORED IN
R GH T-OF-WAY
590.2 X8&7.7
xt38.6 S83°4 5"E Ar50 30' X889.7 138.52 5
884.4X
556.97
X878.7
r, I eN A\ I /
1 I II
882.2 L../ L-
X882.2
Fabric anetporage
walla baoldill with - tamped natural solt
Inch minimum -
Note; DepandIng upon oonitutation, attach tabrieto vole mesh with
notl rfrigs, steel puTis wJth.tIawIos Gr %wail posis with sloes.
FJguro TypicaT InoltifT6Von for Slit farm
O TESPASSNG
NO Excavaithrl
NO ariuingi
0 -RESPASSING
EXOS- NG COND ONS _AA 889.18
on adjoining properties X885.4 Confirm propert ay be
Redevelo e emolition
X884 1
X580.0
I • 7r- r7
I I 1 I L_ I
r I Xt A demolition permit provides no
Assurance of permitted future uses
Conditions of Demolition/Moving
vf 4' construction fencing shall enclose existing basement perimeter and
excavations with slopes steeper than 1:1. Attach 'fencing to minimum
5' posts buried I' and spaced at a maximum 10' on center.
DRAINAGE 4 N/ Enclose stockpiled soils with properly installed silt fencing. C
V Property must be restored within sixty (60) 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 sixty (60) days of the
X87: building demolition/move.
Residential
Temporary Rock Construction Exit r-
883.4
X
557.8+
PINE 30'
859.5
X582
20.00 FD IP
x880.8 0 X887.9 'iEN CMG IS
REQUIRED
X882.4 X88 I .4
X882.5 LOT 6 UTILITY EA5EME1, 883.9X
X890.5 X 890. I 888.5
858.0 / 882.8
CITY BENCHMARK:
TNH STAUDER CIRCLE &
CONTINENTAL DRIVE
Ca9e29611 INSPECTIONS @ 952
uith PEF-i.:AIT NUMBER and ADDREO
Fence and Construction Entrepe
-Foundation Wall Reinforcing
-Foundation Pre-backfill
-Framing and Sheathing
<888.2
X55 1 .5
LO. k° c t
LU
0 cp Po
co
N.
C'.
WALKOUT
682.59
890.4
MPL 24"+
890.3 co
Co 1 1 1 1 L-
X878.3
X852. I 59 1 .0
X--- EXISTING
HOUSE
MAIN FLOOR.
591.15
88214 A
--X582.2 3.6
580.4X X889.3 4
• 8-8.7
882.2 45 Initial length -To front yard setback
Ilne after backfill 582.2 X575.3
589.4X • 4 4. 89 1 .0 852.3
X8bG.7 3.9 .".•\
CD
V' minimum thickness
2.3 52.2 .4
GARAGE
TUCK UNDER.
1 112'' to 3 washed rock
Jnsulatiofl
,Lath
,Drywall
MasolLiry Fireplace •
Final
11 '
Non-woven geotextile drainage r.!P" 12 minimum
fabric under Width
X577.5 GrLR
882.5 342
X587.6 POOL
43.4
• 882.3
Failure to install the Construction Exit before
disturbing the site soils and/or failure to
maintain the Construction Exit will result in
enforcement action by the City.
882.2
853.05 X
582.3 582. I 584.8
TNI1
855.50
86 I .57
Xbb1.1 552.1 touvo mesh. reintosoarnent
toplionam 582.2 Evineering iabrio 878.0 JUL 2 2 2014i SILT FENCE MUST BE
INSTALI4D PRIOR TO
DISTURBING
VEGETATION
Meial or
POSt or slake -A 7 X882.7 c.P
*c.9 0
vo „
579.47 • 06
-./ s It!
' • X87,A :7/ LI
SCALE : 1" = 20'
Legal Description:
PARKWOO D 14-Nbt-13P1WH ADDITIGI
H E N'iCQU ..:NAINTIfftoTk
:
A 4
• X878.-1
879.0
FD IF
5 7/ 7 C041//-eill (=PR- CDKFL
PEmo 13)77M °074rAgr,;.V.I [tPe°3
rep res
97.35
S89°01'00"VV
runoff flaw
N_aturat soil „ •
- re •
+PINE 24"
877.2 579. 878.3
575.78 LI 876.25
6 troll minimum
Cy)
TRAFFIC I descri
FLOW 24TH
RU SSE
Cr:WSW:TING ENGINEERS,
ROBE PLANNERS and LAND SURVEYORS
OMPRNY, INC.
AYNE BOULEVARD x375.88
X 678.20 574.00
X677.20 1000 EAST 146th ST., SIE. 240, BURNSVILLE, MN 55337 PH (952)4,32-3000