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NOTES:
<br />1) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT I
<br />OF A TITLE INSURANCE COMMITMENT.
<br />2) ADDRESS OF THE SUBJECT PROPERTY: 1340 FOX I
<br />STREET, ORONO, MN 55391 I
<br />P.I.D.:02-1 17-23-31-0056
<br />3) PARCEL AREA: 19,234 SQ. FT. I
<br />4) BEARING BASIS IS ASSUMED I
<br />5) ELEVATION DATUM: NGVD 1929 I
<br />6) DATE OF FIELDWORK: 11-04-2014
<br />7) SANITARY SEWER INFO PER PLANS FROM CITY OF I
<br />ORONO I
<br />HARDCOVER CALCULATIONS:
<br />HOUSE
<br />1,489 SQ. FT.
<br />GARAGE
<br />1,017 SQ. FT.
<br />(1/2 INCH UNLESS NOTED OTERWISE)
<br />DECK
<br />67 SQ. FT.
<br />SCREEN PORCH
<br />256 SQ. FT.
<br />POWER POLE (WITH GUY ANCHOR)
<br />STRUCTURAL PORTION OF ENTRY PORCH 56 SQ.
<br />FT. (10.50 X 5.33)
<br />TOTAL STRUCTURE.
<br />2,885 SQ. FT. OR 15.0%
<br />NON—STRUCTURAL
<br />PORTION OF ENTRY PORCH
<br />9 SQ. FT.
<br />WALK
<br />165 SQ. FT.
<br />0
<br />DRIVEWAY *
<br />1,207 SQ. FT.
<br />PATIO
<br />108 SQ. FT.
<br />Lv
<br />(RETAINING WALLS
<br />AND UP TO 100 FEET OF DECK IS EXCLUDED PER
<br />S nTIl)\1 '78-1684
<br />,, , ,.4 J { / V
<br />.,� ,.,�N� — v
<br />OF ORONO CIT` ��`-`Ei
<br />TOTAL HARDCOVER
<br />(AFTER ABOVE EXCLUSIONS):
<br />4,307 SQ. FT. OR 22.3%
<br />*DRIVEWAY SQUARE
<br />FOOTAGE DOES NOT INCLUDE
<br />PORTION OF DRIVEWAY
<br />WITHIN FOX STREET RIGHT OF WAY OR BARNETT
<br />AVENUE RIGHT OF WAY.
<br />❑H ❑H
<br />UER[It IUA I t OF SURVEY LEGAL DESCRIPTION:
<br />\ \ \ \ \ LOTS 13, 14 AND 15, BLOCK 14,
<br />FOUNDATIONAS -BUILT MINNETONKA BLUFFS, MINNESOTA
<br />\ \ \\ \ \ \ \ \ \ PREPARED FOR:
<br />\ \ \ \ \ \ PAUL CAMERON
<br />\ \ \ \ \ \ \ \ \ \ \ CHAMBERLAIN CAPITAL LLC
<br />\ \ \ \ \ I 11578 CHAMBERLAIN CT
<br />\ \ \ \ \ \ \ EDEN PRAIRIE, MN 55344
<br />\ \ \ \ \ \ I 12 I
<br />129.37
<br />N90000'00"E
<br />\ \ \ \ 60 \ \ \ �/ \ \ \ \ 1/2 INCH IRON PIPE—
<br />\ 1.85 SOUTH OF
<br />\ \ \ \ \ \ \\ \ \ I 15 FOOT WIDE SANITARY CALCULATED POSITION — I t—
<br />\
<br />DOC. NO. 4604682 R EASEMENT PER
<br />— — ` ' LO �/ INV — —
<br />\ \ \\ \ 0 \� \\ I _ I / �� / 924.58' _---
<br />>\\\ > \� Q> \ > \\ > > �\ > > >���-�-> - >- >--- >-- > > > ��� > >-- �- >-
<br />\\
<br />\ \\ \ o \ \\ I I — —
<br />\ \" - -� - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br />\\ \ rn
<br />\\ \ \\ \ IN,
<br />_I
<br />CDI
<br />\ r\ \ \ \ (1 -T- CV w
<br />------- —_ \\ \
<br />IN.
<br />---------------- 935
<br />(p,7/
<br />-------------- 946 ; �`\ �\ �� \ 940 —------_--+— ---�p0'VN/N�— ' n �940�— �\
<br />940 _
<br />------ _ 950
<br />_— ----- —� \ \ ��-----_—_ 440 _ SHED TO'`
<br />BE
<br />REMOVED \ y
<br />--- ---- g55 _--- \ \ \ \\ ------ \ —I----- — g45
<br />o \
<br />--- \_--- _ �I
<br />950 � � -- ----_ 1 � \�'�-f__ --'� — �-- \ \\ \ �' ~¢\ 943
<br />CL
<br />O Z O
<br />— 16,0 a
<br />1 9
<br />O \ ------ W
<br />_-- g6
<br />)YET,
<br />'O —ice '-, i✓' Z \ \ \ \\
<br />ia\ \ \ \ \ — C 0 /Q Q 7 Z 0 \ \ \ \
<br />--- — \ \ \\ \ \ \ \\ -- — `----- n \ °8 \ O
<br />— _ — — — — \ \ \ n \ \
<br />—
<br />_ S _ — ��a T 9
<br />950Old
<br />\ \ �� 1 OAK
<br />_ n \
<br />\ 10.42 0 00
<br />o
<br />\\ \\� 7-7-77
<br />to o O \.. ad
<br />951
<br />O SHEDTO BE I / \�'
<br />_ 5 \ � r REMOVE �6O \ \ FO ��� 15 I ' ^ �
<br />\� UNDAT10 00
<br />96S \ \ o
<br />WALLS F��N 952
<br />\ \.. BF E y53 42 0 cd , / l'AT/p
<br />\ ^ \�
<br />— 952.78 BW 95 -- 2814—— �
<br />00
<br />\ 4 lo
<br />--, \ \ \ _ SANITARY
<br />--� - ---
<br />� �.' ,,•``,''� � eW �9 \ I CONNECTION
<br />............
<br />I
<br />�`�2, GFE FOL/ TOP d rw s I I \
<br />® X62 / NDgTiO OF `.. �.
<br />O•H. 1)0&42 / 962_5 N - �AJ/VING,,
<br />/ COV£R£D �OS£D \ £GR£SS 2.00 WALLS � h li
<br />` L oo — / /p'00 PO TRY \ W£LL 1 1'80 �� ` °' I I CV
<br />RC
<br />\ ` \ / 22' 00 oo h
<br />0 ;X 0 U,
<br />10
<br />tINV
<br />39.
<br />-35
<br />35AP`
<br />--32.1
<br />20.50 ^ 3 0 Z --
<br />-----
<br />\ \� �� �WELL N �
<br />F— (ABANDONED AND w '
<br />\ SEALED) Q"� h �� v? 96 I I
<br />�:: \ \� J4� EXISTING �,� `� /^
<br />HOUSE TO BE' (IN
<br />\ 1158
<br />�j REMOVED
<br />_ I
<br />V 16 MAP A Oe, / 8.4
<br />rs- \
<br />FOOT WALK
<br />gt4 B
<br />eyl
<br />\ \ I / �/✓ 1 961 I Chi C�
<br />0
<br />ro
<br />I
<br />J
<br />❑H
<br />Scale, In Feet
<br />0 10
<br />RECEIVED
<br />JUL 2 12015
<br />CITY OF ORONO
<br />.. . Q
<br />/ pQ 6 �� 12
<br />96 10 W BIR 4 �' ° �6�"
<br />6 ;4 ` WELL TO
<br />REMAIN
<br />10�" 844 ----
<br />� g6
<br />3/4 INCH IRON 11 j, BIR
<br />6 p PIPE 2.05 WEST / I I I
<br />OF CALCULATEDI /
<br />- ❑H ❑H —3 �� POSITION 9s s 6 I Q
<br />DBL 14
<br />S89'45'04"E i 129.25
<br />GRAVEL +Zo
<br />o
<br />28
<br />690
<br />1 / I INV = 939.62
<br />g6p�' EXISTING CONTOUR LINE (NO PROPOSED CHANGE)
<br />EXISTING CONTOUR LINE (TO BE CHANGED)
<br />PROPOSED CONTOUR LINE
<br />6
<br />PROPOSED SILT FENCE
<br />DIRECTION OF SURFACE DRAINAGE
<br />CERTIFICATION :
<br />I hereby certify that this survey, plan, or report
<br />was prepared by me or under my direct
<br />supervision and that I am a duly Licensed Land
<br />Surveyor under the laws of the state of
<br />Minnesota.
<br />SIGNED
<br />Travis W. Van Neste, Minnesota Professional Surveyor44109
<br />- Michigan Professional Surveyor #16695
<br />JOB # 2014082 ISSUED: 7-3-2015
<br />DRAWN BY: TOWN REV:
<br />SCALE: 1 " = 10 FEET
<br />VAN NESTE SURVEYING
<br />PROFESSIONAL SURVEYING SERVICES
<br />85 WILDHURST ROAD EXCELSIOR, MN 55331 V S
<br />PHONE (952) 686-3055 TOLL—FREE FAX (866) 473-0120
<br />WWW.VANNESTESURVEYING.COM SHEET 1 OF 1
<br />I,340 �A 3�
<br />Zo Is - Ci 3
<br />Fouhons�af l
<br />LEGEND:
<br />FOUND IRON PIPE
<br />(1/2 INCH UNLESS NOTED OTERWISE)
<br />O SET 1/2" REBAR
<br />W/CAP #44109
<br />POWER POLE (WITH GUY ANCHOR)
<br />° DECIDUOUS TREE (SIZE IN INCHES)
<br />CONIFEROUS TREE (SIZE IN INCHES)
<br />0
<br />0
<br />n
<br />OVERHEAD UTILITY LINE
<br />Lv
<br />_ —
<br />U)
<br />0
<br />CHAINLINK FENCE
<br />x PROPOSED SPOT ELEVATION
<br />4
<br />,N
<br />,,x EXISTING SPOT ELEVATION
<br />4*9 PROPOSED TOP / BOTTOM OF RETAINING WALL
<br />x
<br />.. . Q
<br />/ pQ 6 �� 12
<br />96 10 W BIR 4 �' ° �6�"
<br />6 ;4 ` WELL TO
<br />REMAIN
<br />10�" 844 ----
<br />� g6
<br />3/4 INCH IRON 11 j, BIR
<br />6 p PIPE 2.05 WEST / I I I
<br />OF CALCULATEDI /
<br />- ❑H ❑H —3 �� POSITION 9s s 6 I Q
<br />DBL 14
<br />S89'45'04"E i 129.25
<br />GRAVEL +Zo
<br />o
<br />28
<br />690
<br />1 / I INV = 939.62
<br />g6p�' EXISTING CONTOUR LINE (NO PROPOSED CHANGE)
<br />EXISTING CONTOUR LINE (TO BE CHANGED)
<br />PROPOSED CONTOUR LINE
<br />6
<br />PROPOSED SILT FENCE
<br />DIRECTION OF SURFACE DRAINAGE
<br />CERTIFICATION :
<br />I hereby certify that this survey, plan, or report
<br />was prepared by me or under my direct
<br />supervision and that I am a duly Licensed Land
<br />Surveyor under the laws of the state of
<br />Minnesota.
<br />SIGNED
<br />Travis W. Van Neste, Minnesota Professional Surveyor44109
<br />- Michigan Professional Surveyor #16695
<br />JOB # 2014082 ISSUED: 7-3-2015
<br />DRAWN BY: TOWN REV:
<br />SCALE: 1 " = 10 FEET
<br />VAN NESTE SURVEYING
<br />PROFESSIONAL SURVEYING SERVICES
<br />85 WILDHURST ROAD EXCELSIOR, MN 55331 V S
<br />PHONE (952) 686-3055 TOLL—FREE FAX (866) 473-0120
<br />WWW.VANNESTESURVEYING.COM SHEET 1 OF 1
<br />I,340 �A 3�
<br />Zo Is - Ci 3
<br />Fouhons�af l
<br />
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