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97
<br />- --_ % .0
<br />-- ------
<br />70000
<br />-
<br />- - - - -- - - - -
<br />= 969.2 x 968.2 1
<br />968.7 \ , 9677 ( IN-__ NORTH
<br />-Q� 20OS sHED 0
<br />970.3 .� A FENCE
<br />;)�_Os SHE PROPOSED \9
<br />,8.2 968.3 , 968.0
<br />rl '�
<br />ATE DECK ``� ''� \ o -
<br />968.4 a
<br />06 �SH��OR9 i\�R8. x 967.7 \,
<br />10 S BLD IN(
<br />968.6
<br />''d 968.6
<br />96 % r Cri O N 1 D 968.6 9 7.7x 967.8
<br />i / N d '-d POOL \
<br />i N O 1 2 OS" BI g
<br />1d
<br />.6 68.5
<br />968 \ }
<br />9s _
<br />/ 9 d - D \ • x 967.6
<br />W 14 OS L 968.6 968.6 J0 x 967.7 --
<br />i ,96 / ` 16.0 J _
<br />ED O' SHE\ PROPOSED x 08.2 .3 x
<br />1963
<br />o o � \
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<br />\6 10 OS S ED 'NPO �/ \ / L / L
<br />/ G�� 1,010 OS SHED p ADDITION \� RC`q x 968.2 \ 967.4
<br />�9,
<br />y�•\
<br />� . � \ TRD 5 \ o � 969.8 GATE 968.2 �� - -� \
<br />'po BL GATE x ar68.1
<br />X DRIP LIME / WOODS
<br />WOODS _
<br />/ 2� EDGE OF x 9�a.1
<br />/ \ \ �0.5 35"2 LANDSCAPING 968.4 \ 968.4
<br />(1 'p 969.1 /8.7 968.1 HED /
<br />970.3/ x� A x 4 ASH30 A /
<br />TJ �966.7 970.0 968. \ -968,0
<br />\� O.G O� --- / / \ PIN20 OR
<br />0 BEE = ATIVE l 968.0
<br />B
<br />\ ,� EM � OEC p AT10
<br />9 CK 5 \ /
<br />�D i�� �� PROPOSE\�YWAY 68.5 R, 968. x 968.4 \ \ / �<9%
<br />LO
<br />O 'P �- 3- o N�0
<br />y2 �s� \ , ' `- DRIP LINE 9.3 - - CONCRETE STAIRS AND 967.8
<br />��
<br />sl 4 W g66.3 WIL48 968.0
<br />SIDEWALK x 9x7.8 \
<br />s� �O s�
<br />66.0 x 967.3
<br />SITE ADDRESS
<br />1000 Willow Drive South, Orono, MN 55391
<br />DESCRIPTION OF SUBJECT PROPERTY
<br />That part of the Northeast Quarter of the Northwest Quarter and of Government Lot 6 all in Section 10,
<br />Township 117 North, Range 23 West of the 5th Principal Meridian described as follows: Commencing at the
<br />southwest corner of said Northeast Quarter of the Northwest Quarter; thence on an assumed bearing of North
<br />00 degrees 08 minutes 30 seconds East, along the west line thereof 389.76 feet; thence South 36 degrees 06
<br />minutes 22 seconds East, a distance of 426.62 feet to the most easterly corner of JOHNSTONS FRENCH
<br />LAKE 2ND ADDITION and actual point of beginning; thence North 53 degrees 30 minutes 36 seconds East
<br />a distance of 243.02 feet; thence South 44 degrees 51 minutes 12 seconds East a distance of 248.84 feet;
<br />thence South 47 degrees 32 minutes 39 seconds West a distance of 284 feet to the centerline of Willow
<br />Drive; thence North 35 degrees 48 minutes 55 seconds West a distance of 275.73 feet to the point of
<br />beginning.
<br />This survey does not purport to show all underground utilities. The source of information from plans and markings
<br />will be combined with observed evidence of utilities to develop a view of those underground utilities. However,
<br />lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted.
<br />Where additional or more detailed information is required, the client is advised that excavation may be necessary.
<br />The contractor shall determine the exact location of any and all existing utilities before commencing work. The
<br />contractor shall be fully responsible for any and all damages arising out of his failure to exactly locate and protect all
<br />existing utility facilities.
<br />Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite location of utilities prior to any
<br />excavation.
<br />Contours shown inside the wooded areas were obtained from MNDNR lidar mapping.
<br />Area Information : Gross Area
<br />= 68,805 Sq. Ft. - 1.58 Acres
<br />DATE
<br />R/W Area =
<br />9,133 Sq. Ft. - 0.21 Acres
<br />CL _ 1
<br />Net Area =
<br />59,672 Sq. Ft. - 1.37 Acres
<br />UPDATE _PROPOSED _ADDITION.
<br />_SIL_T_F_E_N_CE__AD_D_E_D.
<br />UPDATED SHED LOCATION
<br />UPDATE SHED LOCATION----------
<br />----------------
<br />------______________________
<br />----------
<br />Existing Hard Cover Information:
<br />Buildings
<br />= 3,082 Sq. Ft.
<br />---
<br />DBP ---
<br />Concrete Surfaces
<br />= 2,391 Sq. Ft.
<br />0
<br />Brick Patio = 456 Sq. Ft. - 2
<br />= 228 Sq. Ft.
<br />by License No. 44565
<br />Retaining Walls
<br />= 124 Sq. Ft.
<br />- - - -
<br />Bituminous Driveway
<br />= 2,398 Sq. Ft.
<br />Total Impervious Surface Area
<br />= 8,223 Sq. Ft.
<br />Total Impervious Coverage =13.8%
<br />"
<br />Proposed Hard Cover Information:
<br />Prop. Buildings
<br />= 907 Sq.Ft.
<br />Prop. Open Porch
<br />= 257 Sq.Ft.
<br />Prop. Shed
<br />= 352 Sq.Ft.
<br />Prop. Storage
<br />= 80 Sq.Ft.
<br />Prop. Entry
<br />= 64 Sq.Ft
<br />Existing Buildings
<br />= 2,517 Sq. Ft.
<br />CO t Surf
<br />= 2 327 S Ft
<br />oncre a aces q.
<br />O� 'p` 7.5 r3 959.8 966.1 /
<br />x r � ys4.8 \ Brick Patio = 456 Sq. Ft. = 2 = 228 Sq. Ft.
<br />O ��- 9 - CONCRETE STAIRS AND-� �, GEE \
<br />01 '=- STONE RETAINING �� Retaining Walls = 112 Sq. Ft.
<br />4 O o ` SIDEWALK f - 65.7 Bituminous Driveway = 2 398 S . Ft.
<br />O O ° - WALL \ _. Y q
<br />� g6g2 50.6 658 IN10 / Total Im ervious Surface Are = 9 242 S Ft
<br />CMM � \ / �� 965.9
<br />\ �� 965_ g59.8 rn 965.2
<br />I- 4 / x 967.8 \ x- --
<br />��0� ` 5.6 960.0 10 963.3 \ 63.8
<br />g6 960.0 /
<br />964-2
<br />,xis / \ 959.6 \ \ / --- - -- ----- ------
<br />9 9 / g /
<br />�,9 �9 959.4 / 62.4 1
<br />9 859.2 \ / x ^\ I,
<br />�0 / / \ 959.2 x 59.8 961.8 �� - -- - - -- -
<br />958,7 \Gj / x \ ��O V
<br />Q \ U
<br />/961.0
<br />\ ��
<br />\\II �
<br />958.4 J�\
<br />wJ 8.5 y�,�°
<br />x1P 958.2 58.4
<br />957.9 / f}
<br />\- s O
<br />x57.5/ -- -_
<br />ohs �h'� -
<br />-X_
<br />6.9
<br />956.5
<br />O 11
<br />In .�
<br />x 95-5-.-8�_
<br />pG i
<br />�b
<br />x 55.7 �� \
<br />` NV
<br />9
<br />\ sem,
<br />s RGA o
<br />A
<br />/
<br />9s �.
<br />FIELD CREW NO.
<br />BY
<br />DATE
<br />REVISIONS
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
<br />INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
<br />SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
<br />SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
<br />INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
<br />SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
<br />USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
<br />FROM ILLEGITMATE USE.
<br />CL _ 1
<br />x
<br />_09_/1_7/1_4
<br />09_/1_7/1_4
<br />10/31/14
<br />-----
<br />-----------------------------------
<br />----
<br />-----
<br />-----
<br />UPDATE _PROPOSED _ADDITION.
<br />_SIL_T_F_E_N_CE__AD_D_E_D.
<br />UPDATED SHED LOCATION
<br />UPDATE SHED LOCATION----------
<br />----------------
<br />------______________________
<br />----------
<br />DRAWN BY 2-_
<br />-3
<br />JML -3
<br />CHECKED BY
<br />---
<br />DBP ---
<br />DATE
<br />---
<br />08-26-13
<br />0
<br />Denotes 1/2" by 14" Iron Pipe Set and Marked
<br />by License No. 44565
<br />Denotes Existing Tree
<br />- - - -
<br />Denotes Silt Fence
<br />"
<br />\. -}
<br />3 §yy
<br />+ .
<br />�
<br />,�f g x
<br /># Y �. e
<br />x57.5/ -- -_
<br />ohs �h'� -
<br />-X_
<br />6.9
<br />956.5
<br />O 11
<br />In .�
<br />x 95-5-.-8�_
<br />pG i
<br />�b
<br />x 55.7 �� \
<br />` NV
<br />9
<br />\ sem,
<br />s RGA o
<br />A
<br />/
<br />9s �.
<br />FIELD CREW NO.
<br />BY
<br />DATE
<br />REVISIONS
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF
<br />INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
<br />SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT
<br />SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
<br />INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
<br />SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
<br />USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
<br />FROM ILLEGITMATE USE.
<br />CL _ 1
<br />_JJA_
<br />JJA
<br />JJA
<br />----
<br />----
<br />- -__
<br />----
<br />_09_/1_7/1_4
<br />09_/1_7/1_4
<br />10/31/14
<br />-----
<br />-----------------------------------
<br />----
<br />-----
<br />-----
<br />UPDATE _PROPOSED _ADDITION.
<br />_SIL_T_F_E_N_CE__AD_D_E_D.
<br />UPDATED SHED LOCATION
<br />UPDATE SHED LOCATION----------
<br />----------------
<br />------______________________
<br />----------
<br />DRAWN BY 2-_
<br />-3
<br />JML -3
<br />CHECKED BY
<br />---
<br />DBP ---
<br />DATE
<br />---
<br />08-26-13
<br />20 10 0 10 20 40
<br />SCALE IN FEET
<br />LEGEND
<br />AC
<br />Denotes Air Conditioner Location
<br />EM
<br />Denotes Electric Meter
<br />UP
<br />Denotes Utility Pole
<br />BFE
<br />Denotes Basement Floor Elevation
<br />GFE
<br />Denotes Garage Floor Elevation
<br />C H I M
<br />Denotes Chimney Location
<br />0
<br />Denotes Found Monument - As Denoted
<br />0
<br />Denotes 1/2" by 14" Iron Pipe Set and Marked
<br />by License No. 44565
<br />Denotes Existing Tree
<br />- - - -
<br />Denotes Silt Fence
<br />SATHRE-BERGQUIST, INC.
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />F a f q -
<br />Total Impervious Coverage =15.5%
<br />Current zoning and setback information:
<br />Zoning: RR -IB - One Family Rural Residential - 2 Acres
<br />Building Setbacks: Front Yard - 50 feet
<br />Rear Yard - 50 feet
<br />Side Yard - 30 feet, 50 feet adjacent to street
<br />Building Height: 2'/2 Stories or 30 feet
<br />*Zoning and Setback information provided by the Planning Department of the City of Orono, Minnesota.
<br />Survey coordinate and bearing basis : Hennepin County
<br />Benchmark: MnDOT Geodetic Monument
<br />ELWELL: Elevation = 980.36 feet (NAVD 88)
<br />City of Orono
<br />Planning & Zoning Plan Review
<br />Site Pian Review Date:aKP-PROVED
<br />0 APPROVED WITH REVISIONS (see notes)
<br />O DENIED
<br />Staff:
<br />I hereby certify that this survey, plan or report was prepared by me or
<br />under my direct supervision and that I am a duly Licensed Land Surveyor
<br />under the laws of the State of Minnesota
<br />Dated this 13th day of September, 2013. \
<br />SATHRE-BERGQUIST, INC.
<br />RECEIVED
<br />NOV 05 2014
<br />Rory L. Synstelien, PLS Minnesota License No. 44565 CITY 1F ORONO
<br />rory@sathre.com
<br />TWP.117 - RGE.23 - SEC. 10O_
<br />HENNEPIN COUNTY CERTIFICATE OF SURVEY 47485-001
<br />COS 47485-001 KLOMBIES.DWG
<br />WAYZATA, PREPARED FOR:
<br />MINNESOTA LINDSAY KLOMBIES
<br />1
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