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IMPERVIOUS AREA DETAILS
<br />ZONE 1.
<br />Total Area of Zone 1: 9,545 square feet
<br />Total Impervious Surface Area of Zone 1: 2,245 square feet
<br />House Area: 601 square feet
<br />Porch and Deck Area: 351 square feet
<br />Driveway, Walls and Paved Areas: 1,293 square feet
<br />Percent of Total Area of Zone 1 that is Impervious: 23.52.%
<br />ZONE 2.
<br />Total Area of Zone 2: 14,017 square feet
<br />Total Impervious Surface Area of Zone 2: 3,959 square feet
<br />House Area: 1,222 square feet
<br />Porch and Deck Area: 19 square feet
<br />Driveway, Walls and Paved Areas: 2,718 square feet
<br />Percent of Total Area of Zone 2 that is Impervious: 28.24%
<br />PT. DISTANT 125' NW'LY PERPENDICULAR
<br />-TO LINE AND 205.3+/-
<br />NE'LY OF EAST R.O.W OF CTY. RD. NO. 135
<br />FOUND--� 939.2IRON
<br />-940- �\\ \ i
<br />--941-
<br />75 FOOT OFFSET TO _
<br />ORDINARY HIGH WATER LEVEL LINE i X94� 9 `942
<br />X 94 _ _ I \ ,,,' 1 ORDINARY HIGH WATER LEVEL
<br />g\moo%✓g X944 _ _ I \ �\ \ \ Ln I \ ELEVATION = 929.40
<br />\�I1 Ill I
<br />FX��T/Nc X941,61•
<br />FINISHED FLOOR SF 94'.4
<br />ELEV.=943.10 s �k / ° X94 I / 3.7 /� d\�\\ \\w\ \ \ \ SHORELINE OF MAXWELL BAY
<br />0 r i X .8 - / / / \' \\ \ \ \ ` \N /--WATER ELEVATION = 928.37
<br />\ \ 2/ \ / I X945` - ` \L1µ \ i DATE: 9-20-2011
<br />,+ \
<br />\ FOUND - - - 42 9 �,-\ , 21 ") \ - _ - -g44/ / ' 4-"' \ \\ \�
<br />IRON -� �� 6g �g / o,� X943.8 9�a�`�""I
<br />\c�
<br />/
<br />\ � � \ X943. � "�5
<br />X938. 1 _944- - � - �\\ 9A�\ \ \ """ i BLDG. I do \ N I I \
<br />_945 - \ OVERHANG
<br />X9 43. X942.o
<br />-946-- / g6_9 " 1 \\\\\\ \\\\\ \ \I \I I w\ \
<br />\ 's\ ;-947--- 51 943ARGREEA S RVEY NE -
<br />-X978 - 10 \ t \\\\ \\ \$---
<br />\
<br />\
<br />937.6 I I I \I \\ / _ - \ 1,4E .2\\ \ \ �\ �,�� DECK \ ` 9 \\ \�\\\\ \
<br />BITUMINOUS \\\\ \ \O \ / p�INC am, X91 2.5 cO \ \\
<br />c \
<br />4 \' X 4 .9 94 �y �3.
<br />O ' s � X943.6 / LIN
<br />\ \ \\\ 0949.4 / O\ \ N� 'L J'] O C \ \\
<br />943/4 / woo44no STAIRS�AR 94 .2 �� _\
<br />W
<br />I°
<br />X941/6X943.2 OO '63 93 \
<br />928.09
<br />X95
<br />)
<br />9/45.97 - � \.... � 3�.5 X940.9
<br />\ \\\\ \\ \\\ \ X 1 >/ 24 / oc 94 T no �1 \= / �� \ I i \ \ \ i° 1
<br />-\ 7 \\ \\ \\ \\\\ \ 1 / �9 5 I1/ / / X9 7 �t r - �O
<br />\ I WALL \ \ / 1 �9 7 y A L 7 I �X o
<br />\ J / \\\�\\\\\�\\\\ / x9 8. /I % I �, k \L_l�{(VL 1.1
<br />/ `� / \ r \ ; �\ o., / 9 \ 1 \ \
<br />//'XIS 3g 3 �AF.F ELEV
<br />7 \\\\ \\ 1 / / - _ `� / 936.47 X936
<br />\ \ \ \ \\\ /L_1[/I / L/ BITUMINOUS \
<br />9'49.3/
<br />iI
<br />\936 / -\ \ \ \\\ / / / x _713 / ) X935.8 \ ��W \ i / 38- FOUND
<br />\ / -) \ 3� \ \\\ -- / / /O --' / / // / I-)\�k9380 IRON
<br />0
<br />o
<br />rn
<br />928.3
<br />- PT. ALONG SHORELINE
<br />OF MAXWELL BAY
<br />um
<br />20 10 O 20 40 60
<br />SCALE IN FEET
<br />7 935. 9-
<br />X93 .3/ / / �s ` / ) 397 \ao�
<br />/XPJ41�/ / r/ / / / 6A- � i \\ X939.6
<br />ODS` 935.6 1 4 \ - ` k ms / X9,3 .9 \�
<br />°�� i 935. 3 3! 19 / \ �� X939.7 PT. 1004.29' SE'LY MEASURED PERPENDICULAR
<br />/ 1CO
<br />��2 \--FROM N. LINE LOT 10, AUD. SUB NO. 217
<br />4 3 t 1 6 9 93)` X937.7 / \ 9-9.5 AND 143.2 NE'LY OF POINT OF BEGINNING
<br />\ -,9 j _35.2 i 4.9 9 N I \X938.1
<br />\ 935.0
<br />X95.3 i I
<br />EAST R.O.W. LINE
<br />COUNTY RD. NO. 135 \ 934.9 1/ FX�STjNG
<br />934.6 A/00 SF
<br />\ , > \ --
<br />HSJ BENCHMARK _ \
<br />C� \
<br />TOP OF NAIL 934.4
<br />ELEV.= 934.69 �A 1
<br />PT. 1141.25' SE'LY MEASURED
<br />\ 60 \ ALON(EAST R.O.W LINE OF
<br />CTY. R . NO. 135 FROM INTERSECTION
<br />OF N. L E LOT 10
<br />POINT 0 BEGINNING
<br />\ BITUMINOUS (FOUND I ON)
<br />\ 8
<br />LEGEND
<br />FOUND
<br />Found Property Monument
<br />SET IRON
<br />IRON
<br />Set Property Monument
<br />(Minn. Reg. No. 23677)
<br />Concrete
<br />Concrete Curb
<br />Fence
<br />-w
<br />Overhead Electric
<br />---�W
<br />Underground Electric
<br />- - -��
<br />Underground Telephone
<br />w w w
<br />Water
<br />�-
<br />Gas
<br />�¢
<br />Sanitary Sewer
<br />Storm Sewer
<br />E
<br />Electric Meter
<br />❑E
<br />Electric Box
<br />®
<br />Electric Manhole
<br />0
<br />Power Pole
<br />Hydrant
<br />®
<br />Unknown Manhole
<br />v
<br />Guy Wire Anchor
<br />Gate Valve
<br />O
<br />Guard Post
<br />®
<br />Catchbasin
<br />®
<br />Catchbasin
<br />®
<br />Air Conditioning Unit
<br />16"
<br />Deciduous Tree (Diameter in Inches)
<br />8 j•\
<br />Coniferous Tree (Diameter in Inches)
<br />Bush
<br />t
<br />Light Pole
<br />®
<br />Gas Meter
<br />6
<br />Telephone Manhole
<br />Telephone Box
<br />®
<br />Sanitary Manhole
<br />®
<br />Storm Manhole
<br />- - - _ -906- _ - -
<br />Existing Contour
<br />X 851.27G
<br />Existing Spot Elevation Gutter
<br />X 934.3
<br />Existing Spot Elevation
<br />LEGAL DESCRIPTION
<br />That part of Lot 9, Auditor's Subdivision No. 217, described as follows: Commencing at
<br />a point on the East right of way line of Hennepin County Road No. 135 distant 1141.25
<br />feet Southeasterly, measured along said right of way line, from intersection of the North
<br />line of Lot Lot 10, Auditor's Subdivision No. 217, and and said right of way line; thence
<br />Northeasterly a distance of 143.2 feet to a point which is distant 1004.29 feet
<br />perpendicularly distance from the North line of said Lot 10, said Auditor's Subdivision
<br />and continuing on said line a distance of 36.2 feet, more or less to the shoreline of
<br />Maxwell Bay, thence Northwesterly along the Shoreline of Maxwell Bay to a point which
<br />is distant 125 feet perpendicularly distance from the above described line; thence
<br />Southwesterly parallel to the above described line a distance of 205.3 feet more or less
<br />to the East right of way line of County Road No. 135; thence Southeasterly along said
<br />right of way line a distance of 125.04 feet to the point of beginning, Hennepin County,
<br />Minnesota.
<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 = 21,144 square feet = 0.48 acres.
<br />4. This 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. Elevation datum is based on data obtained from the Minnehaha Creek Watershed District (MCWD).
<br />HSJBenchmark is located Top of nail (AS SHOWN ON SURVEY)
<br />Elevation = 934.69
<br />7. Ordinary High Water Level Elevation = 929.40 per MCWD.
<br />LOT CERTIFICATE SURVEY
<br />for: WITH TOPOGRAPHY
<br />PRAIRIE HOME REMODELLING
<br />SITE: 1180 TONKAWA ROAD
<br />LONG LAKE, MINNESOTA
<br />FEB 16 2012
<br />HqR�, �• J01-1P4S
<br />CERTIFICATION:
<br />I hereby 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 />Surveyor under the laws of the State of Minnesota.
<br />Date:_ September 20, 2011
<br />homas E. Hodorff
<br />Minn. Reg. No. 23677
<br />ZReyj3'-or'
<br />/16Mstoryy
<br />/72 odd 7g• linehord°peer Page 11 ISO
<br />6 tO C"',, Sheet No. Book 23
<br />° 1 OF 1 6 AS j®N r`
<br />C
<br />W.O. Number
<br />File No. 2011319
<br />1-3-8191
<br />rne: zui
<br />Path: J: \
<br />RECEIVED
<br />CITY OF ORONO
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