HomeMy WebLinkAbout1902824220055-10302007Mote; Depending upon configuration, attach fabric to wire mesh with
hop rigs, steel poets with tie wires, or wood posts with staples.
Figure 61.3•2: Typical inelailation for MN fence
MMIN/11/1111W -
mesh reinforcement
Anne6 Engineering fabric
SILT FENCE MUST BE
INSTALLED PRIOR TO
ANY INSPECTIONS
Fabric anchorage
bench backfill with
binged retina soil
tk • • • •• ." : • • •.'" inch rninimum
- • • . . • . • . • . • • •
6 Inch minimum
Stake
' Direttiorr of
runoff Row
•; • 0!,. •
Natural soli • •
.•
•
(E&P) 913.1 x
to
37.0 to 1.?
40.1
:
r-I ••--5 L5 i i iz° -...___
x 914.9 tiii t.il
(E&P) ii; 14.0
(E&P) Arco within the ovg.
front setback=42 sq ft •- \
Proposed__ \ 2.0
Addition 75
x 915.3 915.0
(E2cP) 40.3
Adjacent House
TOF = 915,7
EXISTING BUILDING COVERAGE
Building 3,182 Sq.Ft.
Patio/Deck 29.3 Sq.Ft.
Total Coverage
Lot Area
X of Coverage
3.475 Sq.Ft.
73,480 Sq.Ft.
= 25.78
djacent House
TOP = 916.7
Appmved Grading and
Drainage Plan
requircd prior to
altering any grades
and/or drainage Deno-
x 000.0
(000.0)
x (E&P)
Denotes existing elev.
Denotes proposed elev.
Denotes existing & proposed
elevation
Denotes surface drainage
BUILDING DEPART MET
4411 6 2007
es iron monument
es found monument
TE OF SURVEY
INCEPTS & DESIGNS
'TY OF Et)114
0'08'40- E SILT Fat,''':. G IS
RI.:!,QIERED - 89'31'53" E
x 914.1
....- ......mmorm................m.............41,4n••••••1 150.03 -
ml --S. . .. -
Al___ (E&P) 912.4
isz "-End of fence 0.15 South of line Convr of fence (E&P) ........... ti \
24.J to x 915.6 0.8 South of ine./ I 916.1 x
v. 1- N N
12.0 L(E‘tp) -.......1/4 x 914.6
(E&P) I
2.0
- New window well k 10.0
to He I N -New window well
EXISTING
X 915) k
HOUSE 10.0
1st Floor-917.5
z ---..
ol o c
TOP = 916.5 1,33o in *---,‘, 14, k o
ail al (E&P)
. x Proposed , 21.8 / 0
n- 914.5 -oleo
`‘1
o 0;
Addition I= 48.9 ..-
39.0 ----•--173.5
GARAGE
Floor=915.95
31.0
03ix 915.9
(E&P)
1'49.44 (E&P) S 89'31 E \ - End at fence 1.5 Sooln of h'ne
PROPOSED BUILDING COVERAGE
Building 3,361 Sq.Ft.
. Total Coverage 3,361 Sq. Ft
Lot Area 13,480 Sq.Ft.
of Coverage = 24.93 X
5-40LNT, SLII.two,tk çv-
2A- 2.2- -0055
REVISED: NOVEMBER 12, 2007
REVISED: NOVEMBER 6, 2007
Existing Drive
(E&P) x 915.3
CK _
be /moved) .1
9171)cirp.)909.4,._,e(- 915.7(E&P) x 912.7 (E&P)\ 914.4
Comer of fence (E&P) a2 North of Ina
x 906.9 S 0'13:18- W C:\EP\DRAW\1 3 49 1 .DWG
k
I hereby certify that this survey, plan or report was prepared by me or under
my direct supervision and that I am a duly Registered Land Surveyor under the
Laws of tire State of Minnesota.
As surveyed by me this 30th
DEMARS-GABRIEL
LAND SURVEYORS, INC.
3030 Horbor Lone No.
Plymouth, MN 55447
Phone:(763) 559-0908
day of October ,
t sc.ic I David E. Crook . Minn. Reg.._ ,No. 22474. _ = _ ___, . r_ .
' _
u.lait.i mill pLiii-dciuty i :di veisiuti www.pdffactory.com
, 2007.
File No.
13491
Book-Page
442/79