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DESCRIPTION OF PROPERTY SURVEYED
<br />(Per C.O.T. Certificate No. 1335777)
<br />That part of Lot 11, lying Southeasterly of a line drawn parallel to and 25 feet Southeasterly, measured at right angles from the Northwesterly line thereof, extended, 'Parten's Point First Division",
<br />STANDARD NOTES
<br />If 2'/-
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<br />a) Fence ties are shown on the
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<br />x 928.0
<br />61� x 928.0
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<br />PC Exhibit A
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<br />I a J side of the boundary line that
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<br />1)
<br />Site Address: 746 Tonkawa Road, Orono, Minnesota 55356
<br />x� the fence is located on.
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<br />2)
<br />Parcel Area Information: Gross Area: 15,472± s.f. – 0.36 acres Area above ordinary high water
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<br />3)
<br />Benchmark: Elevations are based on MN/DOT Geodetic Station Name: KEEFE MN053 which has an elevation of: 943.01 feet (NGVD29).
<br />X
<br />FIBER OPTIC UNDERGROUND
<br />4)
<br />Zoning Information: The current Zoning for the subject property is LR -1B (One Family Lakeshore Residential - 1 Acre) per the City of Orono's zoning map dated November 2018. The
<br />setback, height, and floor space area restrictions for said zoning designation are as follows:
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<br />932.9
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<br />Stormwater Overlay District TIER 1
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<br />PC Exhibit A
<br />Principal Structure Setbacks - Street(s): 35 feet
<br />Side: 10 feet
<br />Rear: 30 feet / +919
<br />Lake: 75 feet or Average Lake Shore setback
<br />Height: 30 feet / �\ \ 1 i < I/, �
<br />Hardcover: 25 percent of lot area\\ 09��F
<br />Accessory Structure Setbacks - Front: 35 feet for a accessory buildings 17.5 feet for accessory structures c \\ \`g Q �
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<br />Side: 10 feet 0 OQ
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<br />Lake: 75 feet o2� s x 945.0 \- �R \ \ �\ \ / �i9 O9 '� \9 O
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<br />Please note that the zoning information shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator for \ \ 927.9 rL
<br />the current restrictions for this site. All setback information and hardcover data for planning and design must be verified by all parties involved in the design and planning process. �� x 945.8 �\ \ �� \� ' \� cL0 < ��
<br />We have not received the current zoning classification and building setback requirements from the insurer.
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<br />/ 9461), I X86 I ��� x 99.4 \ \ �, \ �g32? \
<br />5) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are unaware. �0 l \ k / \
<br />Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be
<br />exercise before any excavation takes place on or near this site. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject / \ \ �'( \ \ \ e� \ \ s� O
<br />property. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. x 946.6\ s \ / y�
<br />944.0r�� \ \ \9 \
<br />6) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage.
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<br />7) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction. \� x \\ �� �OQO "' \' V" . � x 932.28) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. rLS o \ A 5 g e� �� 9 19
<br />9) Proposed grades shown adjacent to building foundation refers to top of black dirt. / \ 12 'lP
<br />2\ S SAS J y �s / / �7 i' 940.1\ \ \ 6' �� x 933.2
<br />10) Verify sanitary service invert prior to any concrete work. \ �( \ k��� \ 26 \ 9
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<br />Principal Structure Setbacks - Street(s): 35 feet
<br />Side: 10 feet
<br />Rear: 30 feet / +919
<br />Lake: 75 feet or Average Lake Shore setback
<br />Height: 30 feet / �\ \ 1 i < I/, �
<br />Hardcover: 25 percent of lot area\\ 09��F
<br />Accessory Structure Setbacks - Front: 35 feet for a accessory buildings 17.5 feet for accessory structures c \\ \`g Q �
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<br />Side: 10 feet 0 OQ
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<br />Lake: 75 feet o2� s x 945.0 \- �R \ \ �\ \ / �i9 O9 '� \9 O
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<br />Please note that the zoning information shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator for \ \ 927.9 rL
<br />the current restrictions for this site. All setback information and hardcover data for planning and design must be verified by all parties involved in the design and planning process. �� x 945.8 �\ \ �� \� ' \� cL0 < ��
<br />We have not received the current zoning classification and building setback requirements from the insurer.
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<br />/ 9461), I X86 I ��� x 99.4 \ \ �, \ �g32? \
<br />5) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are unaware. �0 l \ k / \
<br />Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be
<br />exercise before any excavation takes place on or near this site. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject / \ \ �'( \ \ \ e� \ \ s� O
<br />property. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. x 946.6\ s \ / y�
<br />944.0r�� \ \ \9 \
<br />6) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage.
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<br />x 947.5 � S�� a 9 5 r� \ �� � � /� G � x ice/ /' x 928.3
<br />7) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction. \� x \\ �� �OQO "' \' V" . � x 932.28) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. rLS o \ A 5 g e� �� 9 19
<br />9) Proposed grades shown adjacent to building foundation refers to top of black dirt. / \ 12 'lP
<br />2\ S SAS J y �s / / �7 i' 940.1\ \ \ 6' �� x 933.2
<br />10) Verify sanitary service invert prior to any concrete work. \ �( \ k��� \ 26 \ 9
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<br />WETLAND BUFFER SIGN
<br />RETWALL
<br />FIELD CREW
<br />NO.
<br />BY
<br />DATE
<br />REVISION
<br />I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed
<br />TWP:117-RGE.23-SEC.05
<br />FILE NO.
<br />DM AK
<br />1
<br />JPR
<br />12/12/2022
<br />REF. JOB NUMBER 12675-001
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR
<br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS
<br />Land Surveyor under the laws of the State of Minnesota.
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<br />Hennepin County
<br />CERTIFICIATE OF SURVEY
<br />23570-001
<br />DRAWN
<br />2
<br />EJ/EMW
<br />3/21/2023
<br />PROPOSED CONDITIONSIX
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
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<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID
<br />Dated this 12th day of December, 2022.
<br />2SAT
<br />H R E-BERGQUIST, INC.
<br />JPR
<br />3
<br />JPR
<br />4/5/2023
<br />PROPOSED CONDITIONS OUT OF 75' SETBACK
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
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<br />O RO N O,
<br />PREPARED FOR:
<br />CHECKED
<br />4
<br />JPR
<br />5/2/2023
<br />PROPOSED CONDITIONS
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
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<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY4
<br />NC
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<br />WWW.SATHRE.COM
<br />MINNESOTA
<br />ED CALDWELL
<br />DATE
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES
<br />Daniel L. Schmidt, PLS Minnesota License No. 26147
<br />1'S
<br />�P�
<br />12/5/22
<br />RESULTING FROM ILLEGITIMATE USE.
<br />schmidt@sathre.com
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