HomeMy WebLinkAbout3111721410070-06172014'Kira mesh reinforce
oplionah Engineering fabric
902.5 902.9 Tc IC
• A•
Existing House
/ 5805 Tracy Ave. _ insulation
ith
Existing Conditions Survey for:
JMS CUSTOM HOMES, ,LC
House Address:
5801 Tracy Avenue, Edina, MN 55436
/Th I / ;:" -7- Dr- r--7-
2 \ 1_, V L_ I I \ L_L_
Maialorw
post or slake
SILT FENCE MUST BE
INSTALLED PRIOR TO
DISTURBING
VEGETATION
I Located in the NW 1/4 of
Sec. 31, Twp. 117, Rge. 21
Direction of
runoff flaw
Fabric anchorage
Imrich icaciciiii with
laroPed nalure.1 soil
, o': , • :
Natural soil '
• •
'inch minimum =
6 inch minimum
Confirm property may be
Redeveloped prior to ition
A demolition permit provides no
Assurance of permitted future uses
Iv. virile. it.L.)-9-07-/7UU rax: /t113-41-69- /59
; 850 5085.001existing JOY
NOTES:
1, Only VISIBLE improvements were located as part of this survey.
2. Surveyed property contains ±9,717 sq. ft.
3. Surveyed property is zoned R-1, per the City of Edina Zoning Map,
4. Existing First Floor Elevation = ±912.4.
5. BENCHMARK: Top Nut of Hydrant located at the Southeast corner
of Tracy Avenue and Grove Street. Elevation = 906.76 (NGVD 29),
per the City of Edina.
902.5 903.3
IC CBTC
BENCHMARK
T. N. H. = 906.76
902.0 902.2 cBTC TC
c.t?
902.6 • E34ISTING •
-DRIVEWAY MH SRV"
902.6 (Plat = 120)_ ----9i7-47
119.86
\ HYD
cnPinch Top
x\ 904.0
STMK sif"c
Wz• ,3.oc
9')
05
7x 905.4
•^)N
fr-Me'°
`bc x 906.4
. . .
EXISTING .
tONOREYE
DRIVE,W,AY,
------ x 905.7 906- ,Rsteotaae_ining Wall --1-•
Tc
905.7
TC
905.9
TC
9061
906.2 CS IC
906'3
Retaining Wall
Stone ricrete
Palto with
Fire It
Egres Pit
/77 /77777/
1,-, -1;7•_ 1 ...
rf
cs\v. q\-• ,---
x 910.i 11 9_,97----- .120)
4tt . Chainlink
---Fence
12' minimum
Non-woven geotextlle drainage 1
fabric under
-16' initial length -To front yard setback line after backfill 903.9
1 N / X 905.1
x911.8
.MR4-ps
.4\ P
/Th 7-
L_
911.3 ±30.2
x 912.1
^Fr
909 x 010.0 //
X 909.6
Or 8.3 /ZZ/z C)
08 8 909.7x
-908 I I.
_- ---
Deck -
00 • /
( HO)
1112" to 3" washed rock
6" minimum thickness •
Of
"4"!•,11:4tiva ,4,teui...•-n ••• ''''s:ttl* .64:011•41:$1. °PA ditmgiogo.,
ttfttneaP, 10.
'',,,,,>,
.3" ',14.14714*RIVELS=u-. 0,094VAIA45-14.1tiP. .‘144:7
-.,W1 ' -: '
i 52 cs26 -
'NUMBER and ADDRESS
onfsti-- 7:4Entrance n
,
and Sheathing
c6N
Note: Depending upon configuration, attach fabric to who mesh with
hog rings, Steel posts with tie wires, or wood poste with staples.
Figure 6.3-2: Typioaf ineleilation for Wit fence
Residential
Temporary Rock Construction Entrance/Exit
903.4
Tc
TC
904.6
Tc
904.9
Der plat)
RLS 40361
:CORDS):
rded plat
TC
908.1
Failure to install the Construction Entrance
before disturbing the site soils and/or failure to
maintain the Construction Entrance will result in
Enforcement artfinn hu, fhp ('ifw
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.
3 Enclose stockpiled soils with properly installed silt fencing. to
3 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
buildina demolition/move.
0 10 90 Afl
JUN 1 7 2014
CITY OF E.,17
I hereby certify to WS Custom Homes, LLC that this survey, plan or report was prepared by m or
under my direct supervision and that L am a duly licensed land surveyor under the laws of th tate
of Minnesota.
Dated this 1st day of May, 2014.
SY01 41,73Arciforw
3(. M7.Ni.41.007o