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05- D/IP 25684 ELM 12" o �i 91 -/ �Z5� x 979.7
<br />79� �c 79.9 DESCRIPTION OF PROPERTY SURVEYED
<br />992.1 2.3 x 990.3 /'' N89 58 14 E 2 TJ8 / !- 979.1 / ��\
<br />993.2- - E - x 989 I / / / / /�- 8�2g978 3 _ 7� 9 ogo2 d R�2�� '` V O Lot 19, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County,
<br />- - x 991 8 0 / / / / � CD s R 36 ® 35 W� 77.9 Minnesota.
<br />9919 - LM 12- - - 9, s� N89 58 14 _ _ _ _ ��
<br />9$9.rL - '- -_ I- x 986.8 / / /_ /�-�� 79� �• _ - __ - /%9 2S
<br />M / 4
<br />j /
<br />- _-__- / % / x 979.9 x 98.8
<br />10 / / - - - x 980.7 / x 976.5 x 976.9 �- PIN 12"
<br />/ x 983.6
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<br />x 979.8 �g ° 32
<br />- J- __T14 C14_ 2�
<br />980.5
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<br />x 9 0.71 / 9
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<br />x 979.0 x 918• 97
<br />RET.(_798/9 x 97715 / I \ / i
<br />rn 0O W / y �..�. _.:.✓� R x 977.6 \x 978.2 / / �� \ x 976.0 x 975.1 / / ^ -1• _'� \ \ .�
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<br />x WELL \
<br />x 98 3 9 x 978.9 �� 979.7 LOCATION
<br />o �/ 9$ �0 979.4 9� I x 975.5 \ \ X 91:�
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<br />/ I rn 979.2 / \ / x 973.0 / / x 968.6
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<br />10
<br />J990.0 �0
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<br />Site Address: 420 Lakeview Parkway, Orono, Minnesota, 55364
<br />Flood Zone Information: This property appears to lie in Zone X (Area determined to be outside the
<br />0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053CO285F,
<br />effective date of November 4th, 2016.
<br />Parcel Area Information: Gross Area: 121,568 s.f. - 2.79 acres
<br />Benchmark: Elevations are based on development Benchmark located Lots 1/2, Block 2,
<br />LAKEVIEW OF ORONO, which has an elevation o£ 961.48 (NGVD29).
<br />do p 5) Zoning Information: The current Zoning for the subject property is LR-lA (One Family Lakeshore
<br />\o Residential - 2 Acres) per the City of Orono's zoning map dated September 2016. The setback, height,
<br />�� and floor space area restrictions for said zoning designation were obtained from the City of Orono
<br />M m 97 O <e ,' 974.6 �9j x 974.5
<br />987.9 I g.2 _ g� i� /
<br />/ I 4 / g9... tiQ 0���' fA1 i� 9j4.947 _� / / /�� x 973.9
<br />--EXISTING DRIVEWAY /g�� \ �9� 97 a Q' •, , �A 974.8 4.0 / J
<br />979.1 979.2 ,' S 973.9 RET. WALL / / / �\9�
<br />CY) 9 /�� �� 9), 70)
<br />------------------ - I 979.2 �� X9)0).6 97T - 2- - -/ / ARB 6 5�
<br />9�P 91°970.2 x x 971.6 \ /
<br />980.9 �x Cy 0 , �. , x x 970.5x969-0-
<br />/971.1
<br />/
<br />l9 2 OQ B� °J QPM O ' E/ 970.2 \ _ 9/'�S6� �„\ \ / \ /
<br />a 9 ti -�\ i 12 / i RB 6 4 /
<br />I m O ' _ l ° x 969.6 / /
<br />g) to P��� /Ai 0 N x 969.8 / / h 963.9
<br />0] O S� J� o Q r� / / / 96 �� \ \ x 964.9
<br />\ - - - (Dl /x x O ii ( 1 �' / / /' / E� x 969.0 \ / / /
<br />-� 985.0 I .� 981.9 / 09 x Lx �<v°� �P y>O�`� F�� x x 969.3 x 968.6 / / / i' F B 4 4
<br />00 rn / g1 Cbx / i / ss \ \ / /
<br />Lr)/ g7a.8 0� c��° x 998.8 // -
<br />m678.2 x o ° x / / / 96 i
<br />0 Q 969.4 968.2 i x 960.5 \ g6� / / �
<br />x,A84. 54. 968.0/ / / / \ \ / �R 5 4 /
<br />0 / -� 9�.0 �^ _` _ 967 v
<br />/ 24 i
<br />- 9 833 9 � - - -
<br />C x 8.41 j '�° 9 7.7 / / BLUC 3 \
<br />a� 1 • 9O 3 l A� S o, 68. l x 968.7 \ 967.6 / /
<br />/ / 0 2 �� g0X �� A x 969.4>> x 98 64.9 /
<br />9)3, 9) O \96,9 / / ' / /x 957.4 � \ i' / 40"" _ -
<br />h� / x 9/2� 963.7 / / \ x 965.6 ' 967 2/ x 963.7
<br />[� RFS WALL 972 x ,% �/ - -may;.
<br />5 / /
<br />aL 9) x 968.7 / 6 x L01�19
<br />x 975.9 m D x g.1�3 970. X 0 /� x 969.4 g6� / \
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<br />x 968.8 x8' 963.5 7 / / / / - - - 1153.9
<br />� x 971.5 � o / � / x 952.9
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<br />x 9>81
<br />4-8 ��, y / /x X63.9P / / X 953.2 _ _ �g\9
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<br />968.5 .,:p/ x /� J / / / / s� \ -\ x 962.7
<br />%(36B.5gg �� /CP^ 3.�/ ��/� / / x951.5 \ CONSERVATION EAS`EMENT x956.5 \ \
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<br />6 ° x / � E 53.6 .
<br />(6o 964.7/ .2 ��-� / 954 / / \
<br />/ / / /
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<br />x 9/8 / / - - i S PINI / � r ^0 x 951.6 �f /
<br />/ / _}PQP " 10" �� / / / x 960.6 F
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<br />- i , i / 953.6 / / f / \ x 950.5 \ \
<br />� 64- - / /
<br />/-957-
<br />n•0 x 977.J _ -\$ x
<br />(p / ✓/ / ^or 958.0
<br />7
<br />M p' / / / x 959.3 I MH SE_ x 951.1
<br />�� -I-S / /0 / % x 949.0
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<br />958 6 / �� / ii \ `-OAK 40" 1
<br />X 958.4
<br />x / 5� / i954.0
<br />� k x/ 951.8
<br />5`8' 6 / k 948.9 x 948.4 \ / V
<br />/ / � / / / /a �o x 959.0 / � / / / / i
<br />/
<br />/ / x 9'58.4 / \ /
<br />/
<br />9 51.7
<br />5717 ZEPTIC / / x �'x 948.4
<br />/ a� SITE/ / / / / x 947.7 \ \
<br />XX x 959.0/ ^ /
<br />/ / / m�x 956.7 951.4 I / /a�� /
<br />x 949.9
<br />/ / / ^ / /
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<br />/ \ x 947.1 \
<br />/ / / / / // / x 946.8 x 947.0
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<br />9 1.6 / x94886
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<br />x 955.3 / / / Ngo°5401 E 4946 �S CEIR '
<br />x 946.7 � j° 948.2 �
<br />found on their web site on the date of October 31 st, 2017 and are as follows:
<br />Principal Structure Setbacks - Front: 50 feet (Lakeview Parkway)
<br />Side: 10 feet
<br />Rear: 50 feet
<br />Height: 30 feet
<br />Hardcover: 35 percent of lot area per Tier 3 Stormwater Quality Overlay District Map
<br />Please note that the general restrictions for the subject property may have been amended through a city
<br />process. We could be unaware of such amendments if they are not in a recorded document provided to
<br />us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current
<br />restrictions for this site.
<br />6) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only.
<br />There may be underground utilities encumbering the subject property we are unaware. Please note that
<br />we have not placed a Gopher State One Call for this survey. There may or may not be underground
<br />utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes
<br />place on or near this site. Before digging, you are required by law to notify Gopher State One Call at
<br />least 48 hours in advance at 651/454-0002.
<br />Proposed Elevations
<br />Proposed Garage Floor Elevation = 979.5
<br />Proposed Top of Foundation Elevation = 979.8
<br />Proposed First Floor Elevation = 981.6
<br />Proposed Basement Floor Elevation = 971.1
<br />Asbuilt Elevations
<br />Asbuilt Garage Floor Elevation
<br />= 979.4
<br />Asbuilt First Floor Elevation
<br />= 981.7
<br />Asbuilt Top of Foundation Elevation
<br />= 979.8
<br />Asbuilt Basement Floor Elevation
<br />= 971.1
<br />/ 7 x x 946.4 �S /
<br />ALT. XFPTIC 1 �\ �3
<br />/�� 2.0 / �� -x-945_8 \ x 950.3
<br />4b � I TEx 949.6 / O/ � � x-945.8 945.77 X 945. - - -
<br />X., x964!9 ) / / �7 � )
<br />9 / / CC�� �x 949.7
<br />�945.7
<br />_ v
<br />�947.4
<br />x 953 9 x 945.8 1 % 945,6 WIL 16" CAST IRON MONUMENT
<br />// �/ 946.5 � Z CATCH BASIN
<br />P�25684 / _ _ BS8L / / \ y DRAINAGE &--------------- \ _ _ a FLARED END SECTION
<br />/ / / q� _ _ N7g �g / UTILITY EASEMENT
<br />0�20W 185 950.0 SBS / GUYEW�RE VE
<br />_02 BSB /
<br />/ x 9 2 5 / / \ \ CO L // - 945.7 945.9 x HYDRANT
<br />f 4 946.3 O SURVEY MONUMENT SET
<br />NSERVgTION EA _ _ x 948.3 / d
<br />// / SEM NT �� _ l n 946.5
<br />/" ,^" , • SURVEY MONUMENT FOUND
<br />�� «�47 945.7 JLLn r 0 SURVEY CONTROL POINT
<br />-------�
<br />LIGHT POLE
<br />/ `J N 94.7 / POWER POLE
<br />S7% S - WIL 16
<br />x 562.2 / / x 953.3 / `5 ,0`3 "E 292 6 �' _
<br />x 951 2 WIL 16" 945 z I 'x 945.7 x 945.7 947.0 S
<br />/ / 9 _ _ 0 SANITARY MANHOLE
<br />7 SANITARY CLEANOUT
<br />/ _ 946.0 SIGN
<br />(0 11 i \ �J - 972.5 GROUND ELEVATION
<br />x 945.9 STORM DRAIN
<br />x 949.6 61. 74 ti sT STORM MANHOLE
<br />/ g YARD LIGHT
<br />°.h X972.5 GRADING ASBUILT ELEVATION
<br />FIELD CREW
<br />NO.
<br />BY
<br />DATE
<br />REVISION
<br />CT
<br />1
<br />BRV
<br />2/7/2018
<br />REVISED PER CITY COMMENTS
<br />DRAWN
<br />2
<br />BRV
<br />4/10/2018
<br />HOUSE STAKE IN FIELD
<br />BRV
<br />3
<br />BRV
<br />4/23/2018
<br />FOUNDATION ASBUILT
<br />CHECKED
<br />4
<br />BRV
<br />11/1/2018
<br />GRADING ASBUILT
<br />DBP
<br />❑T
<br />TELEPHONE PEDESTAL
<br />n--
<br />TRAFFIC SIGNAL
<br />DATE
<br />UTILITY MANHOLE
<br />7
<br />UTILITY PEDESTAL
<br />0
<br />09/18/17
<br />X972.5
<br />FOUNDATION ASBUILT ELEVATION
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR
<br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST,
<br />INC.'s EXPRESS WRITTEN AUTHORIZATION. USE
<br />WITHOUT SAID AUTHORIZATION CONSTITUTES AN
<br />ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY
<br />SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
<br />SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO
<br />HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY
<br />RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
<br />FROM ILLEGITIMATE USE.
<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 />Land Surveyor under the laws of the State of Minnesota.
<br />Dated t 's 13th day of November, 2017.
<br />David B. Pemberton, PLS Minnesota License No. 40344
<br />pemberton@sathre.com
<br />TWP.117 - RG E.23 - SEC.07
<br />� s s4jr�iF Project City: Orono
<br />_ tk ° SATH RE-BERGQU IST, INC. Hennepin County
<br />W N
<br />m ,,,, T 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 Lakeview
<br />NQtiFRS ?0"�� Parkway
<br />20 10 0 10 20 40
<br />SCALE IN FEET
<br />SURVEY LEGEND
<br />❑A
<br />A/C UNIT
<br />❑
<br />CABLE TV PEDESTAL
<br />❑E
<br />ELECTRIC TRANSFORMER
<br />O
<br />ELECTRIC MANHOLE
<br />O
<br />ELECTRIC METER
<br />©
<br />GAS METER
<br />©
<br />GAS VALVE
<br />-°-°-°-
<br />GUARD RAIL
<br />❑H
<br />HAND HOLE
<br />Eo
<br />SOIL BORING
<br />cas
<br />TREE CONIFEROUS
<br />oHu
<br />TREE DECIDUOUS
<br />OT
<br />TELEPHONE MANHOLE
<br />❑T
<br />TELEPHONE PEDESTAL
<br />n--
<br />TRAFFIC SIGNAL
<br />O
<br />UTILITY MANHOLE
<br />7
<br />UTILITY PEDESTAL
<br />0
<br />WELL
<br />X972.5
<br />FOUNDATION ASBUILT ELEVATION
<br />BITUMINOUS
<br />BSBL
<br />BUILDING SETBACK LINE
<br />cry
<br />CABLE TV
<br />CONCRETE CURB
<br />CONCRETE
<br />- 960 _
<br />CONTOUR EXISTING
<br />CONTOUR PROPOSED
<br />OT
<br />DRAIN TILE
<br />ELc
<br />ELECTRIC UNDERGROUND
<br />-X-X-
<br />FENCE
<br />Eo
<br />FIBER OPTIC UNDERGROUND
<br />cas
<br />GAS UNDERGROUND
<br />oHu
<br />OVERHEAD UTILITY
<br />1111111""11I"
<br />RAILROAD TRACKS
<br />>
<br />SANITARY SEWER
<br />STORM SEWER
<br />TEL
<br />TELEPHONE UNDERGROUND
<br />UTILITY UNDERGROUND
<br />UTL
<br />WATERMAIN
<br />FILE NO.
<br />CERTIFICATE OF SURVEY 31202-431
<br />GRADING ASBUILT
<br />PREPARED FOR:
<br />GONYEA HOMES
<br />
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