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Building
<br /> •-MH-San
<br /> I Rim=1034.02 centerline of Willowview Drive
<br /> WILLOW VIEW DRIVE
<br /> f_ - -� " Y.••-edge of bit. .T1 n-r c7"-------Install cu/cert
<br /> ' __ C.79.68 1032.47 to 1032.85 v v c.v 1 / 1033.52necessary 1034.10
<br /> :79.84
<br /> N v as N �f---
<br /> 1032.82 C,RQ.$83_'4' 2~W __••• .
<br /> •••1031.30-_.••- N8948'58'E>1 152.95 -•••-... •••52 -
<br /> cr �•..- o ,ti 1032.55
<br /> 1030.96 ••".
<br /> \ '1
<br /> i 73: o \ II I \
<br /> \ 1l .\ ''�10\\ /\ 7 \` \ 1 1
<br /> Benchmark-- \• \ / \ V �� \ 1
<br /> T.N.H. \ \ - . . - •��• - - • c.,,
<br /> Elev=1033.84 \--- 1 \ I
<br /> (N,G.V.D. 1929) / �� H
<br /> 1 II
<br /> 1a \ ,,0 1 \ I •
<br /> NN \ \}}�1034.69 \ I
<br /> \ 1 s: r- 1 • 1034.79
<br /> \ 1 A \gip 103449_..i.-A
<br /> -- x 1035.05 j p109'0-.49.23 /I
<br /> \ 1 1034.55 ••- ...�
<br /> N \ It1035.02 J 22 33 $ i2•p0 103 48 ' 1 1
<br /> \\ 336 12p0 %• w `«� I I
<br /> \ i°35.07n..". ;?� . _ 1035.07 $ sem,' , 1
<br /> \ 59.62. p.:: ?9' 2.00 ,, 8.09 - Kai 28.00 10 . • ' 1 4
<br /> o ,, %1.6 t, 1034' N I I 1
<br /> 1026.83 .
<br /> • :: \ C i � $ ° $prop�aed •T� '4032�� cn I
<br /> House �- t I
<br /> \ 'a\;16<°‘142
<br /> " ..p 1
<br /> -• \ c` 2 . _^ 4 ....... ' 1030.64 I1��� \ \ - 1 Y 02A4S 1,,7 8sIt t-• o O� ova e
<br /> •
<br /> %. �� 8 Deck �' `1 • 1
<br /> \‘ o
<br /> •
<br /> N--
<br /> T/2&z26
<br /> $ O ^x10 .2 IZ °1027.50 \ I
<br /> !\ I I , 2/\ \ x 1028.83 I
<br /> '•a 1 1 \ I
<br /> •N � lw I I
<br /> 3I I � �`'� i I
<br /> I � I \ , I
<br /> AREA = 1.23 ACRES 1026.50 I i
<br /> ►\!\ / \ I -
<br /> 1i \ ' 1
<br /> ti \ 6� \1
<br /> /QO2 1
<br /> •,,, \ x 1025.53 , 1
<br /> \ N
<br /> \ 1
<br /> :00 \ x 1024,95 1026.27
<br /> PROPOSED ELEVATIONS:
<br /> I I
<br /> Top of Foundation = 1036.21 ' ••• N7928,,,,,„
<br /> Garage Floor = 1035.88 1025.11 " � W 12675 5
<br /> Basement Floor = 1028.50 • -.s.::-_,.........„ .
<br /> edge of pond-• �'''
<br /> ® denotes Water Service `•� � � �J••:
<br /> 9 • 0 denotes Existing Spot Elevation Pond
<br /> ' ') denotes Proposed Spot Elevation \ Draina e & Ut!/it
<br /> -a- denotes Proposed Drainage g Y Easement?-•
<br /> -- - - denotes Drainage & Utility Easement / • .
<br /> per the p/at of WILLOWVIEW j
<br /> ! r
<br /> - • • - denotes Building Setback line ,.\ j
<br /> Front - 35' - • -
<br /> Side - f0'' CITY OF w V$ \ �••. .....�•..�.
<br /> Rear - 30
<br /> 33'411E 96.96
<br /> X SITE PLAN _____ I fi ' -`N' P:: N85 A
<br /> APPROVED Po - rhe
<br /> APPPrJI E- [- ..,',,.;1,-,,,.,.., r s, n / IT I U.�
<br /> I hereby certify that this survey, r' '- i \ku ' `'i / rl ,
<br /> Ian, or report was prepared byme l./LI / L_U / L- C
<br /> P P P P ❑ DISAi' E`�1'�'`�'�
<br /> or under my direct supervision and • 1
<br /> that I am a duly Licensed Land BY -�-
<br /> Surveyor under the laws of the \u 3�'_ ° -
<br /> State of Minnesota. DATE_ ' .1._
<br /> -
<br /> PROPERTY DESCRIPTION:
<br /> Lot 2, Block 3, WILLOW 14EW, Hennepin County,
<br /> Paul E. Otto `c•:;` Minnesota, according to the record plat thereof.
<br /> Date: 47/-4,3-0947/-4,3-09 License # 40062 ORONO
<br /> 1
<br /> Requested By: Web Site: Revised: \
<br /> • denotes iron monument found www.ottoassociates.com c
<br /> LeGran Homes
<br /> p denotes iron pipe set 0770-14343 ,-
<br /> and marked as shown: • 9 West Division St.
<br /> 0770-40062 Buffalo,MN 55313
<br /> Date: Drawn By: Scale: Checked By: TT° Ph:(763)882,4727 Job No.r'
<br /> • denotes soil boring 763 68244
<br /> O denotes percolation test hole SSOCIATES Fax ( 1
<br /> 4/19/02 D.N.A. 1 "=30' 7 ''0 Engineers and Land Surveyors,Inc. 1-02-0166
<br /> ��e
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