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CERTIFICATE OF SURVEY FOR
<br />MICHAEL & NICOLE VAN PATTEN
<br />I
<br />IN THE SW 1/4 OF SEC. 33-118-23
<br />HENNEPIN COUNTY, MINNESOTA
<br />le-, I-
<br />: %
<br />L... W
<br />.... ...
<br />A " •
<br />N M
<br />WEAR CIRCLE
<br />(994.8) (996.6) /BLACKTOP/
<br />ROADWAY
<br />(999.1)
<br />0
<br />(0
<br />(1000.6) (1001.7) (1002.4)
<br />...................... S 89022' wi'\
<br />------
<br />INV= (998.1). 'INV= 7997887� -30 0 30 60 90
<br />15" CULVERT
<br />S C A L E I N F E E T
<br />/WELL !-:Z�:,:-SPRUCE:�
<br />CEDjk,CEDAF
<br />X
<br />(16019)
<br />EXISTING
<br />...... BLACKTOP LEGAL DESCRIPTION OF PREMISES
<br />< U) DRIVEWAY
<br />E ISTkG, 1,�al'
<br />1003.3) I -;/-,B�ACK
<br />The West 225.00 feet of the East 645.00 feet of
<br />�
<br />SEIrTlk_'i WALNUT the South 415.6 feet of the Southeast Quarter of
<br />...... the Southwest Quarter of Section 33, Township 118
<br />• STOOP
<br />x`10 `
<br />(7) ................ . ..... (J-
<br />9 1, *1 MdIUNDf� North, Range 23 West of the 5th Principal Meridian.
<br />6 40. 4 x 14"
<br />21 C' IAIE� j
<br />.BLACK
<br />1 .38 WALNUT
<br />00)
<br />xz Ag.? ..... ........ ......... ...
<br />0
<br />0 EXISTING 30" COTTONWOOD
<br />_j 11
<br />o denotes iron marker
<br />SEPTIC I HOUSE
<br />TANK .......... #2900 (908.3) denotes existing spot elevation, mean sea level datum
<br />PIPES %-, 1 0
<br />T -HOLD
<br />= (1004.3) 46.39
<br />! C
<br />denotes existing contour line, mean sea level datum
<br />, (99 1 -) PROPOSE(,DI 1003.3)
<br />J /
<br />.......
<br />2i. -o -
<br />Bearings shown are based upon an assumed datum.
<br />14" BLACK 22" BOX ELDER
<br />22" BOX ELDER
<br />This survey shows the boundaries of the above described
<br />411'��� J / - Imo/ property, the location of four existing buildings, one of
<br />81, SPRUCIEZ.'. /WALNUTF them to be removed, trees, driveway, and topography, and
<br />............ 4�p��-:--::-J,
<br />_.../ ........ . the location of an existing house and driveway thereon.
<br />�\ ............................................ 225.00 ................................
<br />It does not purport to show any other improvements or
<br />....... lz_
<br />81 encroachments.
<br />8"''SPRUCE
<br />20.3 43.1 LDER
<br />%
<br />BLACKTOP EXISTING ELEVATIONS
<br />DRIVEWAY E
<br />LO XISTIN�
<br />T_ t It
<br />0gl 1) Lookout (996.7)
<br />;E��R
<br />11:�X
<br />IL
<br />,,�DXE R
<br />BLACKTOP
<br />DRIVEWAY
<br />8
<br />0
<br />ELD
<br />18" BLACK RED--: X 1
<br />GARA
<br />/WALNUT` -,PINE --Z
<br />T V ek TO REMAIN
<br />CAB 2) Garage (1003.75)
<br />1 20.3
<br />8.3
<br />3) Threshold = (1004.3)
<br />HE]
<br />00O 14" 14"
<br />0 i 12"
<br />14" 0X EL ERS
<br />0) �SPRUCE,�
<br />•........... ... ............ . . . .. ................................................ 3 D �--
<br />........... ....... .... .... ..................... -,\ . ....... 14" ...4 ... / ------------------
<br />........ ....... i ....... 645.0 .....................
<br />§"x12"xl:�,
<br />-7z.WHITE
<br />OAK'
<br />1001.6)
<br />992
<br />61
<br />ypj
<br />__1 :44_ ! "�/
<br />BLACK� /8
<br />1161 �WALNUT 'S�\ J4
<br />Ac
<br />'5�
<br />K 0 10" BOX /ELDER _1ALLNUT WELL
<br />V\//\ *P / ELEC. t4AI 0 1 0 BOX
<br />POWER
<br />POLE
<br />WHITE"' / /
<br />TEST OAK�V, CONC.
<br />HOLE /I
<br /># EDGE 11
<br />0)
<br />, , / WETLANDI I EAST LINE OF SE 1/4 OF
<br />ALTERNA\TE I I SW 1/4 OF SEC. 33-118-23
<br />0 1 16" BLACK
<br />��-32" \J /7WALN 25' BUFFER
<br />0 _74,WHITto/ U:7, -*-MR CITY 0
<br />0 XAK 0
<br />,20'
<br />OAK PRUCI�.:�
<br />SEPTIC WHITE IT
<br />OAK 4"/ VC\STACKS
<br />TEST ACKS % \(C)
<br />I ? i HOLE X
<br />0 #3 EXISTING TANKS
<br />26" TO BE REMOVED/
<br />��MWHITE 0
<br />0 OAK' %
<br />SITE 0
<br />0
<br />30' 0
<br />(WHITE _+p/
<br />z OAK
<br />(A
<br />TEST
<br />HOLE4. �-_
<br />:WHITE OAK
<br />-74,WHITE CLUMP�r BLACK'
<br />WALNUT
<br />0 INV- POWER
<br />(993.8),,a._ POLE
<br />0 PO
<br />1`0CD -0 SOUTH LINE OF SE 1/4 OF (993.6)
<br />POWER SW 1/4 OF SEC. 33-118-23%
<br />POLE
<br />BLACKTOP ROADWAY
<br />V.
<br />(995.6) (995.3)
<br />(995.2) (9 . 95.7) N 89022' 00" W 225.00 .........
<br />(995.8)
<br />n - 'A S 1/4 COR
<br />WATERTOWN ROAD SEC. 33-118-23
<br />DRAWN REVISION DATE DESCRIPTION I hereby certify that this plan, specification, or report SCALE
<br />1 3-31-10 WETLANDS, ADDITIONAL TREES, REVISED PROPOSED GRADES AND HOUSE LOCATION GRONBERG AND was prepared by me, or under my direct supervision, 1 11=30'
<br />2 PROPOSED SEPTIC TANKS SHOWN /0 N and that I am a duly Licensed Land Surveyor under
<br />CHECKED 3 4-30-10 REVISED PROPOSED GRADES NEAR NORTHWEST CORNER OF LOT ASSOCIATES,INC. the laws of the State of Minnesota. DATE
<br />4 11-1-10 ADDED 30' BUFFER PER MCWD 1
<br />5 11-23-10 AS -BUILT OF NEW HOUSE & DRIVE & ELEVATIONS Pfr CONSULTING ENGINEERS, LAND 2-10-10
<br />6-19-12 EXISTING AND PROPOSED DECKS pfr SURVEYORS, & SITE PLANNERS JOB NO.
<br />JOB NO. 445 NORTH WILLOW DRIVE 10-029C
<br />10-029 LONG LAKE, MN. 55356 Mark S. Gronberg - Minnesota 'ticense Number 12755
<br />1 R 1 952-473-4141 1
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