1466 Wellington Way - Site Survey
WELL N , S~~
- ~ Certificate of Survey
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991 9885 8g \l ~Y 1466 WELLINGTON WAY
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- loot;a~ 0~_993x'p+ b box 9.3 ~ TO L L B ROTH E RS
Sonitor `
995.1* w Woler st~6Y ond o '1
pi1 RLK-Kuusigtp Pon I \
r ~ ~ 9gS> 1400 Corporate Center Curve
5 o
~ ,_33.79
991,9 99 0 34,~5.87c ~ Eagan, MN Zip 55121
I
~ 20.00 21.50 - - - - - - .
` ii ~ 20.Q0 x 988 4
a n y T I 99L6 a'p p
10
~ ` a m x 991.9 m m m m~ N ~ 992.I~oa~ / 5 p
x997.5 \ Oe>
1 a~ amc , .992.1 i 988.2 n 3: 9 R A a u i m u m S l o p es
or ReYafning Wall dHill
x 985.6 N 9.5x I 992.9 ppyh
cP\ m /13.63q 14.59 q~ 4 e~ N RTH Bi3 R&(~UIP6C0 ~
^+987.2 I~
~ 989~ ~ propose
x d houae 2 x ses!i o
9 poured +98 g~ .~mm
N walkout 69 0~30
basement
x~2p 25.79' SCALE IN FEET
» 64.4 , 9~. 984.21
ToP I.P.e 1 964.2 / 0.42' 964.0 L 10
0.C
994.89 - ~ ~R¢
ToP I.P.= V
(f) co \ S. Cant. 982.13
v N 1 • 98a.0 /R7
sees * Q ,
'v
986.9* droinage and Vfility
Cr5 (A eosement per plat +0 BENCHMARK
CD „ ~ Top Nut Hydrant Lota 8 and 9, Block 4,
Steeplechasa of Eagan
Elevation = 994.22
` 18,478 SF feat (NGVD 1988)
\ 1` x9e1.2 / 979.8* 6ASYALL SITE BENCHMARK
/ r~!KpItlE~ ~lONF~~L~
~,i6`~ Top of offaet IP oppos(te northeaet corner
of puilding envelope.
x9e2.e ~ x97e.e Elewt(on = 990.48 feet
x9 \ 1 / pp~
/ ~eaa.a6y0Q7
~{r- l L:`V, I E , 1 I 9, PROPOSED AREAS
15 ` Area of Lot 2, Block 5=16.476 Sq. Ft.
K983.5 \980 U R$TE: 7l 'I , Praposed House = 3,109 Sq. Ft.
8• 9%
B' IILDING ER1SPE2:MR'12 ju°N Parcen t o f Lo t Coverage=
x 977.5 v' x
~ 9782 C,
LEGEND
F~
WO HOUSe ~j Iron monument found = Drainage Diroction
Garage right o= Iron monument set and marked -840- = Propoaed 10' contours from grading plan
Mlnimum lowest floo~ with licenae No. 23968. -842- = Propoaed 2' contours from grading plan
a = Offset fron -840- ffi Existing 10' contoura
elevation = 985.1 m Drainaga & Utllfty Easement 84z'- ° Existing 2~ contours
~ - < - = Existing sanitary sewer
San. Sewer Stub Elev.= 978.0 efro.o = Existing Elevatlon - Existing atorm sewer
Proposed elevatlon from grade - I-= Existing woter
E or development plon Q = Sanitary manhole
oa = Gote volve
8eorings shown are assumed
By San. Sewer Stub Elev.= 978.0
04 3q °
EP,GAN ENGINEERING DEP'!:
Lot 2. B I OCk 5 PROPOSED ELEVATIONS
S T E E P L E C H AS E Garage floor Blev. = 993.5
Top of block elev. = 993.8
Loweat floor elev. m 985•1
4 F EAGAN
Drawing Flle: 700\1_235 DWG
DAKOTA COUNTY, MINNESOTA Project No. 03-730-L
Subject to easements of record, if Qfly. Toll Bros. Codee ,y za, AO ORDER # 4953
Duluth, MN.
I hereby certify that this survey, plon or report was prepared by Hibbing, MN.
me or under my direct supervision and thot I om a duly Licensed Ham Lake. MN.
Land Sur e vunder the la he State of Minnesota. RLK Minnetonka, MN.
KVLI8IS!'O LTD
Phone: (952) 933-0972
August 23, 2006 Fax: (952) 933-1153
rt M. Kisch, MN Li ense No. 23968 Date www.rlk-kuusisto.com
6110 Blue Circle Dr. • Sulte #100 •Minnetonka, MN. 55343
Avg 23. 2006 4:24pm
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