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LEGEND
<br />FOUND
<br />SET IRON
<br />IRON
<br />1®
<br />m
<br />-----906---
<br />X 934.3
<br />Found Property Monument
<br />Set Property Monument
<br />(Minn. Reg. No. 23677)
<br />Concrete
<br />Fence
<br />Overhead Electric
<br />Electric Meter
<br />Power Pole
<br />Unknown Manhole
<br />Gate Valve
<br />Catchbasin
<br />Air Conditioning Unit
<br />Deciduous Tree (Diameter in Inches)
<br />Coniferous Tree (Diameter in Inches)
<br />Gas Meter
<br />Telephone Box
<br />Existing Contour
<br />Existing Spot Elevation
<br />IMPERVIOUS AREA DETAILS
<br />/x` _
<br />ZONE 1. \ BITUMINOUS
<br />E_
<br />Total Area of Zone 1: 6,273 square feet
<br />Total Impervious Surface Area of Zone 1: 0 square feet
<br />Percent of Total Area of Zone 1 that is Impervious: 0 X
<br />ZONE 2. / / /X'FES
<br />Total Area of Zone 2: 16,825 square feet
<br />Total Impervious Surface Area of Zone 2: 4,213 square feet
<br />House Area: 2,247 square feet -�
<br />Porch and Deck Area: 649 square feet / I= ✓ _ \ _ SET
<br />Driveway, Walls and Paved Areas: 1,317 square feet x \ �� \ IRON
<br />Percent of Total Area of Zone 2 that is Impervious: 25.096 / \ x \ \\ (x -
<br />ZONE 3. / n \ FOUND _
<br />Total Area of Zone 3: 14,893 square feet \ IRON
<br />Total Impervious Surface Area of Zone 3: 2,918 square feet /0
<br />Existing Driveway and Paved Areas: 2,918 square feet 1�\
<br />Percent of Total Area of Zone 3 that is Impervious: 19.7X T /
<br />295
<br />v
<br />COLUMN \\ \BITUMINOUS19
<br />\
<br />/ I �1 \ \\ \ \ /' �� / � �\�J� / \mss'\ � •�j \ \ o w\I vo
<br />PR
<br />\ ( \ F \
<br />/ x 9S2
<br />\ \ \ \ \
<br />\ ��,� SET
<br />\IRON
<br />55 96
<br />-9S9
<br />0,
<br />SET
<br />IRON 9SS 1 \ �� \
<br />BITUMINOUS �• \ ,1 �� 1 x
<br />X o FINISHED FLOOR /
<br />- v ° i � ,° I VL L/_'��` x
<br />?� ELEV.=960.90 v9 ° A
<br />, -959 ,",5,
<br />958
<br />- _ /11
<br />EXISTING \ A \
<br />S� BUILDING
<br />FOU
<br />IRO
<br />r1 r,-962 X96,° \ � / \ BITUNIKO11S_
<br />/ x V \
<br />x'� 1 -�,�•. FOUND
<br />L"
<br />X-
<br />-963
<br />h
<br />t�964 <0' - .�1v NAIL
<br />X
<br />1
<br />s
<br />�
<br />, A
<br />V /
<br />/ SO
<br />=.
<br />f FINISHED 96 -
<br />ELEV.=962. 2
<br />� - 962- F 68° - AIQ =1 0
<br />Y co
<br />40
<br />6� \ �. LINE 0' �- �\\ _ �� o, x\ -
<br />FOUND / _ / �` i �y = cn
<br />IRON
<br />-�% / G �� xr ; x FRO0 �� \ \
<br />o� C�� 963-%
<br />I � � V ��.� x � rn \ ' g6 -04- � �'� X96, i % � \ •( F���, � � � � ,
<br />I F-
<br />rn : x ._
<br />/A co 964 i-
<br />`9cS `° \ ,+ �x �� / x FIN HED FL00 i V -IR y 1 �L A/ f \ �. P� x
<br />� v � l SET �
<br />\ x
<br />.�� EL V.=96 36 ri,
<br />A -'-\ - \ \ 9 7-dj A PA S j ���' IRON. �� rp , A i�� ���- ��P� \v
<br />/ \ ��° - O O BITUMINOUS_,, �� �� _fix X� i \ / � � �, �
<br />\ 9 ��x96 �x \ S
<br />60
<br />�OUND 24.3 15.3
<br />Z-� ,.' \ � RON � � � SET V
<br />�' �'' \ \ \ 959 \ F 1�s 2933 CASCO W / IRON
<br />c�'�-� 9N / \ 'f X \ \ ° R �L S 2-STO POINT ROAD`�-
<br />�, \ �\ O FOOTP BUILDING /rn rn N . l
<br />O�'�`�p / V ` �� `" \ �/ ' \ �s� 2 -OOT RINT AREA = N
<br />FINIS
<br />F a F S �\ \ >t.\ '1\�i \ J \ \ g'I WALL -, oi; O� SQ. F� i - ELEVHE�LOpR, . / -,i - .N\ s
<br />O O \ ��FOU�D .1, \ x a ° -��, P 956.77 /
<br />�S� �'�Ik\\9 \ IRON \"\ ` \ \� % \-- 6' tq,. 48. / ``_FOUND �: �\N.
<br />{^
<br />"xl� -
<br />E IRON
<br />4 I \�. ` EXISTING -FINISHED FLOOR
<br />' ..b............ �\
<br />\VA.9 \x �� \'' \
<br />LOT, -94 c��4% .�:`:::??; ??;. mssv X ELEV.-968.51
<br />r�
<br />\ 9\\ \ \R9 ,n \\ - - \-_ �' :::4z;:::::::`� �� BUILDING
<br />9R�\\ \�� IkON .� 955 \
<br />o) V
<br />�' A \A� VA\ VA o� \ vA \ V OUNd \ / �, 6� /_
<br />/ �� ° �� i9 \ \ BITUMIfyS 1
<br />\ \ \\•'� \\ \ \�S\ \ \IRON ' �( x
<br />\\ VAA \ L6'Ai' \ \ VA9 \ VA \ \N1
<br />0.
<br />V, �gS \ 15��• ` / wAL� �`/ /� \ \ A \ � ' w
<br />VA\SVA VA VA VA \ V 40
<br />`Q \ RET. `� \'"\ \ A
<br />\ \ V r s -\ ° \
<br />2 aglo FSO v�
<br />SHORELINE AS��i v���\
<br />\ \ F
<br />A ON � � \ /
<br />F
<br />LOCATED\ V A� � � � \ � ^ 0'\ � �� `� A F'
<br />0, V
<br />A-7pF
<br />/ v oo
<br />\ \ \ Z, _ \ �tL \ x 1 v y y� /� vv ��� �`���1� C-49,
<br />\ \ \ F� �7 1 �� \ ° - f \ "M <,,;, �P
<br />ov n / r
<br />\��"\\ ° <� X ; IR°N \ \ xc \ \ \ ��, X / [_ FOUND \
<br />\9A\\ \\' � \ \ ° \ ��, �^ \ \ \ "\ \ �b��- �� \ ` / IRON
<br />\ \ \ \ \ \\ 9 \ \ / O O FINISHED FLOOR (J /
<br />\ \ \sig \ \ , \ / P
<br />\ \Q\ \ �\ �\ \ \ \\ \ \ �''\ \ \G�puN�G\ ,\'\ ELEV.=956.62
<br />v 11` v Av vvv v vvv �Xv .'�� \
<br />/ V A VAVAA VAA V°vvv��RS co � gS`3\ _�,'V >c v Off`
<br />/ ti ,, \ \\� \\�\\ /
<br />\ \\ \\� \\� �� `\ i,\\�, \' FOUND
<br />/ IRON -
<br />G/ v1 \v v`Qi,\v\ � - - '- 952 --max vv v x957--
<br />1000, N
<br />�` A /
<br />�\ �'
<br />/
<br />Ile
<br />.101
<br />1001, r_ OHWL = 929.4--/
<br />V-7
<br />\VA\vvv\vv�vv 9S0 -
<br />FOU /
<br />Y LINE OF LOT 4
<br />LEGAL DESCRIPTION
<br />All of Lot 94 and all that part of Lot 93 lying Northwesterly of a line running full length of and in said Lot
<br />93 parallel with and 30 feet distant from the Southeasterly line of said Lot 93, and all that part of Lot 104
<br />lying Northwesterly of a line running the full length of and in said Lot 104 parallel with and 30 feet distant
<br />from the Southeasterly line of said Lot 104, together with all that parcel of land lying between the
<br />Northwesterly line of said Lot 94 and a line parallel with and 30 feet distant Northwesterly from the
<br />Southeasterly line of said Lot 93 as the some are extended to the shore of Lake Minnetonka, all in Spring
<br />Park (abstract); and also all of Lot 105 in Spring Park, Lake Minnetonka (Torrens Cert. No. 139677).
<br />Note: This legal description has been copied from Quit Claim Deed Number 6707499 dated March 3, 1997.
<br />GENERAL NOTES:
<br />1. The bearing system used is assumed.
<br />2. The location of the underground utilities shown hereon, if any, are approximate only. PURSUANT TO MSA
<br />216D CONTACT GOPHER STATE ONE CALL AT (612) 454-0002 PRIOR TO ANY EXCAVATION.
<br />3. Site area = 37,991 square feet = 0.872 acres.
<br />4. T"is survey was made on the ground.
<br />5. No current title work was furnished for the preparation of this survey, legal description, recorded or
<br />unrecorded easements and encumbrances are subject to revision upon receipt of current title work.
<br />6. Elovation datum is based on data obtained from the Minnehaho Creek Watershed District.
<br />HSJ Benchmark is top of nail located as shown on survey.
<br />Eleva.ion = 950.06
<br />HSJ 'Jenchmark is top of nail located as shown on survey.
<br />Elevation = 969.68
<br />7. Zoning = Presently LR -1C (One Family Lakeshore Residential District) per City of Orono.
<br />8. Setback requirements per City of Orono.
<br />No structure or building in the LR -1C district shall exceed 2 1/2 stories and shall not exceed 30 feet in
<br />height
<br />Fronts Yard = 30 feet
<br />Side Yard = 10 feet
<br />Rear Yard = 30 feet
<br />Side Yard Adjacent to Street = 15 feet
<br />The zoning and setback information shown on this survey are per Orono's webpage, last accessed on 4/9/09.
<br />No representation is made for the accuracy or completeness of said third party information. This firm is not
<br />an expert in the interpretation of complex zoning ordinances, compliance is beyond the scope of this survey.
<br />Any user of said information is urged to contact the local agency directly.
<br />AS -BUILT SURVEY
<br />for:
<br />SHANE HOMES INC.
<br />SITE: 2933 CASCO POINT ROAD
<br />ORONO, MINNESOTA
<br />CERTIFICATION:
<br />I 1,,ereby certify that this survey, plan or report was prepared by me
<br />or under my direct supervision and that I am a duly Registered Land
<br />SLrveyor under the laws of the State of Minnesota.
<br />_ Date: June 6. 2010 /
<br />Thomas E. Hodorff
<br />Minn. Reg. No. 23677
<br />20 10 O .20 40 60
<br />SCALE IN FEET
<br />Revision His{or
<br />J' Page 6
<br />Sheet No. Book W6
<br />b
<br />1 O F 1 GAD Tgcl,
<br />File No. 20091 er J�
<br />1-3-7807AB
<br />Path: J:\200915004\DWG\
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<br />RECEIVED
<br />JUN 14 2010
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