HomeMy WebLinkAbout1902824310061-03152016 SAN
- -SAN SUMP- -
Fence
Sanitary Sewer
Sanitary Sump Line
WIN Water Main
GAS Underground Gas
o Manhole
Gas Meter
Power Pole
o Water Shutoff
Concrete Curb
mieow.0mWm1r Tirnber Retaining Wall
x900.0 Existing Elevation
x900.0TC Top of Curb Elevation
x900.0TW Top of Wall Elevation
Existing Contour
• Found Iran Monument
O Chiseled 'Cross" in Driveway
0(900.0) Proposed Elevation
Proposed Contour
Drainage
(AY0884.0) Average Yard Grade
t1.1
PROPOSED. OWE
jp‘'hau 01D (
o4 , ° 0 ;-°,10°0 47.14,811csom, 0 1.4
10 0
o (30 o Evo 0, 0
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1 6 405
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259-15 147/30 39-16
EXISTING AREA CALCULATION,
Lot Area 6,786 SF
IMPERVIOUS SURFACE:
House = 1,053 SF
Detached Gorage = 316 SF
Deck Less 150 SF Allowance = 183 SF
1080.71
Total = 1,552 SF
= 22.9%
30% Maximum Allowable Hardcover
ui
PROPERTY DESCRIPTION:
Minnesota.
at #5825 Ashcroft
to the finished
from observed evidence
the unlity companies
he notified for
to wall
report was prepared
that I am o duly
of Minnesota.
Ave.
in
and
exact
by
registered
co n o b Lot 16, Block 7,
o u-) z
BENCHMARK-
FAIRFAX, Hennepin County,
Manhole on Centerline
dimensions are measured
building foundation.
Made For Any Easements.
all utilities shown are
plans furnished by
Utility companies should
doing any excavation.
to concrete farms prior
this survey, plan, or
direct supervision and
the laws of the State
SURVEYING, INC.
4,--rocr
Top Rim Sanitary
Elevation = 881.87.
NOTES.
856.7) -All existing building
siding and not the
-No Search Was
-The location of
the field and from
ore approximate.
locction before
- Measurements ore
being poured.
I hereby certify that
me or under my A5- Land Surveyor under
W. BROWN LAND esq- 143
• 12 >
b°1 \, ° ZodrOw A. Brown, R.L.S. MN NEC
03-15-2016
15230
EXISTING CONDITION 259-15 47/39 11-13-2016 CME
PROPOSED SITE PLAN 21-16 02-12-2016 WWI
HOUSE STAKE 21-16A 2-29-16 GUS
TOP OF WALL AS-BUILT 39-16 03-15-2019 GUs
FINAL AS-BUILT
W. BROWN LAND SURVEYING, INC.
8030 Cedar Avenue So., Suite 228.
Bloomington, MN 55425
Bus: (952) 854-4055
Fox. (952) 854-4268
Drawing: Date: 03-15-2016
39-16 Seale: 1 Inch = 10 Feet 1 Of 1
...---BENCEMARKT 713P RIM SAN MA..881.07 INVERT-871.6 ASHCIROFT AVENUE SAN SUMP-
REPAIR/CONSTRUCT CURB CUT/ A I
Tga-V,:cr,f4
°
SlrinehniMlainnile...11~7 weamrawlealms
411 PROPOSED FIRST H.000 - (880.10)
PROPOSED GARAGE FLOOR = (13B4.18)
BASEMENT ROM = (875.64)
TOP OF POURED WALL = (854.35)
00 /OP OF CONCRETE FORM = 41F-5/
408
083.3 FRONT E5T5Y-886.1 TOP OF BLOCK-885.3
d5833 PROPOSED HOUSE PER MAIN FLOOR PLAN
(4708133.5)
I140.00
46.00
10.334 83.4j
)
0
;* 135.66 M'EAS.at°Ie1.73,7_,
N89580200W
°°.4 CZNCRETE DRIVE. 4
7 4
L T
(6(0883.5)
(se4.0021
eel (884.0)
NOON .1
404 4.50
40
'3E1'91 (861.4)
P3 an
b 0111
-7
/
35 7
40015= ea 403 EL= 883.43
IS1325 FRONT E0I00=865.3 TOP OF BLOCK-484.4 GARAGE FLOOR=8413.6
1 (-'\
_
N89°59'52"E
135.68 MEAS.
SITE ADDRESS: 5833 ASHCROFT AVE.
EDINA, MN 55424
Legend
SAN SERVICE
PROPOSED AREA CALCULATION:
Lot Area = 6,786 SF
IMPERVIOUS SURFACE:
House = 1,807 SF
Covered Entrance = 114 SF = 64 SF with Allowasnce
Rear Patio 163 SF = 13 SF with Allowance
Screen Porch = 144 SF
Total = 2,028 SF
= 29.9%
30% Maximum Allowable Hardcover
OP(' ///4-z-
7//s/(1-- e25.
133.1)
cta plisriNs svAtic . AT PROPERTY LNG/
•
(804.5)
xpise.$)
• 40-9(Ll' 6L= IM.82 •
NA16 IN CONC .41
HOUSE STAKING FOR:
GREAT NHIGHBO_EMOOD HOMES
TOP OF CONCRETE FORM = 884.43
\L-15 ,2 30
5-s33 Fr A
410 22.5
1" 62
(8t16.03)
,
FLOCR=084.1
:77)
ext5-rk-a.
Ci37-oF 82,24.35-
I 1/2. 'i .flie`4'ff
_ 17-5-0
t o '''D c-___
pre" /'c IP' b ‘)
1
1
1
1
,
RIM HEM
e
SCALE: 1 INCH = 10 FEET