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<br />o:. :....
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<br />�' 965.7. 5 yjo^ 0 956.3 / 7
<br />°p�Gi m 1 x 955.7 x 955.2 A*
<br />1 1 x 967.4 / C ,...:;., `.. GFE= ° s� +
<br />/ tJ 966.0 4A x 956.9
<br />N x 969.1 x 955.4 G \ x 949.3 I
<br />I \
<br />iS x 955.6
<br />\ x x V'd x 956.7 \
<br />x 954.9
<br />�9 0 ,6, -�-- + �o4i:; 6y8..�.o O � YFv oma, \ \ o
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<br />�' A
<br />++9+b co \\ ��z WOE= p x 955.3/ 9S\ \�
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<br />❑ \ \ -\ �o ��+6 .° 6�++ 9rn�\� x 957.0 ��o/ 5 _ X9S�S\ +S
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<br />O
<br />\ \ x 971.2 965.8x0 6 +��+ 'C\ FFE= \ \ S
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<br />++ rn 66� a � 5 x 957.3 \ \
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<br />6 z \ 9'+ + �+ 0 9 �+ +0� O jB' '-9'958.19 +g \C x 950.5
<br />----
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<br />\ x 971.9. / + ++ +\ +++ +� 0 \�' * �y + 's / x 963.0
<br />\ x 975.7 \ +++++ o + �O+ �`r s+ 20 ++ / - - \ \ + \ x 949.8
<br />_ \ + ++++ x 961.296,
<br />\ I - x 973.5 / \ + \ x 962.9 / k \ /
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<br />x�0 \ x 975.1 \9> � FIND IP I/2 9> 68
<br />\ \ _9 j8\ .3 \9j6� 975.7 4\ \9j2 1 971.3 6 Q V
<br />0 9g6196
<br />o0 98 82lb
<br />-
<br />° g FND IP 25684 9 \
<br />\ 984.0 \ \ \ \ \ \ 96) 4
<br />9 \ _ \ 977.5 974.8 9 3
<br />0\
<br />S.0 \ ` 980.0 \
<br />II \ --46592�
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<br />969.2
<br />984.9 I R=260. QD
<br />0
<br />ST. ANDREWS STREET
<br />FIELD CREW
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />BY
<br />Lot 18, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota
<br />1)
<br />Site Address: 460 Lakeview Parkway, Orono, Minnesota 55364
<br />2)
<br />Flood Zone Information: This property appears to lie in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1%
<br />JPR 3 JPR 6/21/2021 SCREEN PORCH
<br />annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1% annual chance stream flooding where the
<br />DLS 5 MA 7/9/2021 FOUNDATION ASBUILT
<br />contributing drainage area is less than 1 square mile, or areas protected from the I% annual chance flood by levees. No Base Flood
<br />03/26/26
<br />Elevations or depths are shown within this zone. Insurance purchase is not required in these zones.) per Flood Insurance Rate Map,
<br />O
<br />Community Panel No. 27053CO284F, effective date of November 4th, 2016.
<br />3)
<br />Parcel Area Information: Gross Area: 90,159 s.f. - 2.07 acres
<br />4)
<br />Benchmark: Elevations are based on MN/DOT Geodetic Station Name: Y 117 RESET which has an elevation of: 1013.67 feet
<br />©
<br />(NAVD88).
<br />5)
<br />Zoning Information: The current Zoning for the subject property is RR -1B (One Family Rural Residential) per the City of Orono's
<br />NO IH
<br />zoning map dated March 2011. The setback, height, and floor space area restrictions for said zoning designation were obtained from the
<br />City of Orono found on their web site on the date of January 6th, 2017 and are as follows:
<br />x 945.7
<br />JI
<br />x 945.5
<br />Principal Structure Setbacks - Front: 50 feet (Augusta Street)
<br />N
<br />Side: 30 feet
<br />(I_-
<br />Rear: 10 feet (from Conservation Easement)
<br />1\v
<br />Height: 30 feet
<br />g
<br />g4S
<br />7�7
<br />Hardcover: 35 percent of lot area (Tier 3 per City of Orono Stormwater Quality Overlay District Map)
<br />S=p�hR
<br />i
<br />T
<br />Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of
<br />x 945.1
<br />such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning
<br /><,
<br />Administrator for the current restrictions for this site.
<br />x 945.3
<br />^�..:...`..:.::
<br />9S3 � AX
<br />�I 4 r \ S A 95=9 x 953.4 .
<br />.+ \
<br />\ \
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<br />A- 9sa ' /
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<br />S79'41'4 8 i
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<br />x 96 5 \ \x 959.6 \ 956.8
<br />\ 1 9 I \� 952.9x
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<br />o s� \ x 956.7 `� BLOCK 3
<br />o:. :....
<br />40 (0 CO ra / x 967.4 I `Os :. o \ 59-/ 957.9 / k 9
<br />n/ CO Cp 1 ^�' xS.. �8�` `.;964.9`.' .: `26 95 p x 955.1 492 _
<br />A- ( �......:.., :. .,O . rn s\ 957.7 L I x 952.3 \ I A, / \
<br />d. (o / I &5.3 ^.: ;: ..` Sj o ��� 959. og1' 9y I 956 \ x 955.8 94
<br />�) \ / S
<br />\ rn` I 965.3.:.: , : ,.:: `\ ,�. '. 9 + o� + a 9 I LOT 1 g I / x 953.3
<br />I rn / 965.5 x 965 ' ,...:... s� a s� 9�7'
<br />A'07 I 966.2 x 4..:.::.:., ::..:.:...:...:.:. .:.. .\, 240 a o °os o I / x 947.1
<br />�' 965.7. 5 yjo^ 0 956.3 / 7
<br />°p�Gi m 1 x 955.7 x 955.2 A*
<br />1 1 x 967.4 / C ,...:;., `.. GFE= ° s� +
<br />/ tJ 966.0 4A x 956.9
<br />N x 969.1 x 955.4 G \ x 949.3 I
<br />I \
<br />iS x 955.6
<br />\ x x V'd x 956.7 \
<br />x 954.9
<br />�9 0 ,6, -�-- + �o4i:; 6y8..�.o O � YFv oma, \ \ o
<br />Q rn x 967.3 59 = ..' 0 \ny�� '� 1 \ x 948.1 948 Qj
<br />`+�qss+ - 965 `L� \ // Q CO \ \ \ h
<br />\ I 6 \ os x 956.5 x/ 957.2
<br />I \ I x 969.2 �x 967.8 �� + , + aQ + `out +, \\\ O \2 x 955.9 956.0
<br />�' A
<br />++9+b co \\ ��z WOE= p x 955.3/ 9S\ \�
<br />I.7 966.2 x \ s ? \ L 957.7
<br />CP
<br />X 1, \ +�+A,+.9 �6> � ^\ l��OG O x 956.8 / / / \ �A/C 9 \ o
<br />9S �
<br />X I \ k 968.0 9 a fl /66 Z �LF1 \0 A� \`L g5� / / x 957.3 1 \ \\ \_'�
<br />❑ \ \ -\ �o ��+6 .° 6�++ 9rn�\� x 957.0 ��o/ 5 _ X9S�S\ +S
<br />\ \ x 969.4 \ \\ x o ��++orn 6� 966.2 �� 6� + 5� 2 ' \\G �`'� \ 957.2X
<br />O
<br />\ \ x 971.2 965.8x0 6 +��+ 'C\ FFE= \ \ S
<br />6 00 \ \ \ x \ ++ +++�6� �i 968.1 a 9/5Va Q\\G 9 95\ \ \ \x 951.6 /
<br />++ rn 66� a � 5 x 957.3 \ \
<br />o \ o co§++ \ +++++ \ s \ \ O 9rnA 0 \ / 960.1 \ x 959.1 \ \\ \ /
<br />6 z \ 9'+ + �+ 0 9 �+ +0� O jB' '-9'958.19 +g \C x 950.5
<br />----
<br />-- \ \�6rns+++++ + �� 60 / 962. \ 6) 2�
<br />\ x 971.9. / + ++ +\ +++ +� 0 \�' * �y + 's / x 963.0
<br />\ x 975.7 \ +++++ o + �O+ �`r s+ 20 ++ / - - \ \ + \ x 949.8
<br />_ \ + ++++ x 961.296,
<br />\ I - x 973.5 / \ + \ x 962.9 / k \ /
<br />\+ + ++- ++-++++++i i9 i- +++ ++++ + + 8 / 964.0 \ 4\ \ \ x / \
<br />\I / 972.6 x�++ ++ o� + + +I+++++ 3 R X 96>= 955.3
<br />V \ `l++++�+++\ Q� \x'96,+++1+++� �O� '`9i
<br />\ I\ \ +9�\ S9�T 4\+++�+\+ ++ i �0� - - - \ \ 962.1 \ \ 996\+
<br />+ 36 FA F ` + + 4++ ++\++ \� \
<br />��� ++\++�+ .'\+ x1964.2 + -'9b5 x 965.6 \ x 959.1 9S \ /
<br />o\ \S \ \ SAF ++++� +k9648 X96 +52++ 967.1966.8 x 967.8 x 966.9 \ \ 8� \
<br />_ x 954.4
<br />�Q \ \ \ \ +�`++++\+\� ++++++ +++++ ++. x 968.5 \ \ x 965.5 X96
<br />\ I \ + + ++ + ++ + + j6a + ++ > I ATERNATEg60.0�xg58?
<br />�6++ x+. . ++ ++ +.m +'++++ 9 + + +++ + 969.0 x S &TIC SITE \
<br />\ \ +X + + ++++T--++++++++++ + 0+ 968.0
<br />O g, \ \ \ \+ 969.. I I +\
<br />972.7 x / -++ 61
<br />-OOac� x 969.6
<br />\ 1
<br />p \ � - � +�
<br />X1976.1 � � � T -x 971.5 x 966.7 �9
<br />NO I x 978.2 P\ \ ��� 972. x q \ I \ 6
<br />+, \C \+ / I 9653 x\/ 62 6
<br />�V Z r�i� \ \ 967.�x I I/ 10 �
<br />01)
<br />x 973.1 II +9)23 \ x73 p.0 III \ � 96>4
<br />\ I I \
<br />x 973.4 x 968.6 (365.9---9 6 �� 966.1 � -� \X�
<br />\ x 980.6 \ x 971.7
<br />x�0 \ x 975.1 \9> � FIND IP I/2 9> 68
<br />\ \ _9 j8\ .3 \9j6� 975.7 4\ \9j2 1 971.3 6 Q V
<br />0 9g6196
<br />o0 98 82lb
<br />-
<br />° g FND IP 25684 9 \
<br />\ 984.0 \ \ \ \ \ \ 96) 4
<br />9 \ _ \ 977.5 974.8 9 3
<br />0\
<br />S.0 \ ` 980.0 \
<br />II \ --46592�
<br />98S/ 9851 984.1 982N875 °19'00"E 162.05=14°31'38" 969.9 \
<br />969.2
<br />984.9 I R=260. QD
<br />0
<br />ST. ANDREWS STREET
<br />FIELD CREW
<br />NO.
<br />BY
<br />DATE
<br />REVISION
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND
<br />CONVEYANCE OF INFORMATION) OF THIS PRODUCTIS
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES
<br />RESULTING FROM ILLEGITIMATE USE.
<br />AT 1 JPR 4/20/2021 PROPOSED FIRST FLOOR ELEVATION
<br />DRAWN 2 JPR 5/3/2021 WETLAND BUFFER POSTS
<br />JPR 3 JPR 6/21/2021 SCREEN PORCH
<br />CHECKED 4 JPR 6/23/2021 RESTAKED OFFSETS
<br />DLS 5 MA 7/9/2021 FOUNDATION ASBUILT
<br />DATE 6 JPR 9/19/2022 GRADING ASBUILT
<br />03/26/26
<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 this 14th day of April, 2021.
<br />Daniel L. Schmidt, PLS Minnesota License No. 26147
<br />schmidt@sathre.com
<br />_ P
<br />(P
<br />m fi 0)
<br />N c�FR S P �Q-
<br />I /'1T 1 -7
<br />L_\-/ I I /
<br />SATHRE-BERGQUIST, INC.
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />WWW.SATHRE.COM
<br />6) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities
<br />encumbering the subject property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There
<br />may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place
<br />on or near this site. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at
<br />651/454-0002.
<br />Pronosed Elevations
<br />Proposed Garage Floor Elevation
<br />= 965.9
<br />Proposed Top of Foundation Elevation
<br />= 966.2
<br />Proposed First Floor Elevation
<br />= 967.6
<br />Proposed Basement Floor Elevation
<br />= 957.5
<br />Asbuilt Elevations
<br />Asbuilt Garage Floor Elevation
<br />= 966.0
<br />Asbuilt First Floor Elevation
<br />= 968.1
<br />Asbuilt Top of Foundation Elevation
<br />= 966.2 (Foundation Asbuilt)
<br />Asbuilt Basement Floor Elevation
<br />= 957.7
<br />X972.5 GRADING ASBUILT ELEVATION
<br />X972.5 FOUNDATION ASBUILT ELEVATION
<br />OO CAST IRON MONUMENT
<br />El CATCH BASIN
<br />Q FLARED END SECTION
<br />M GATE VALVE
<br />< GUY WIRE
<br />'Cf HYDRANT
<br />0 SURVEY MONUMENT SET
<br />SURVEY MONUMENT FOUND
<br />Q SURVEY CONTROL POINT
<br />LIGHT POLE
<br />`� POWER POLE
<br />O SANITARY MANHOLE
<br />Q SANITARY CLEANOUT
<br />SIGN
<br />X972.5 GROUND ELEVATION
<br />0 STORM DRAIN
<br />sT STORM MANHOLE
<br />YARD LIGHT
<br />D A/C UNIT
<br />WELL
<br />TWPA 17-RGE.23-SEC.06
<br />Hennepin County
<br />ORONO1
<br />MINNESOTA
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />20 10 0 10 20 40
<br />SCALE 1N FEET
<br />SURVEY LEGEND
<br />WOE
<br />WALKOUT ELEVATION
<br />FIFE
<br />FIRST FLOOR ELEVATION
<br />GFE
<br />GARAGE FLOOR ELEVATION
<br />TOF
<br />TOP OF FOUNDATION ELEV.
<br />LOE
<br />LOWEST OPENING ELEV.
<br />©
<br />CABLE TV PEDESTAL
<br />❑E
<br />ELECTRIC TRANSFORMER
<br />O
<br />ELECTRIC MANHOLE
<br />(E)
<br />ELECTRIC METER
<br />©
<br />GAS METER
<br />©
<br />GAS VALVE
<br />❑H
<br />HAND HOLE
<br />NO IH
<br />SOIL BORING
<br />TREE CONIFEROUS
<br />>
<br />JI
<br />r
<br />TELEPHONE MANHOLE
<br />N
<br />TELEPHONE PEDESTAL
<br />(I_-
<br />TRAFFIC SIGNAL
<br />SITE
<br />UTILITY MANHOLE
<br />0
<br />N
<br />T
<br /><,
<br />Y
<br />S
<br />M
<br />C
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<br />TWPA 17-RGE.23-SEC.06
<br />Hennepin County
<br />ORONO1
<br />MINNESOTA
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adj.)
<br />20 10 0 10 20 40
<br />SCALE 1N FEET
<br />SURVEY LEGEND
<br />WOE
<br />WALKOUT ELEVATION
<br />FIFE
<br />FIRST FLOOR ELEVATION
<br />GFE
<br />GARAGE FLOOR ELEVATION
<br />TOF
<br />TOP OF FOUNDATION ELEV.
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<br />LOWEST OPENING ELEV.
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<br />FILE NO.
<br />CERTIFICATE OF SURVEY 64685-030
<br />GRADING ASBUILT
<br />PREPARED FOR:
<br />NORTON HOMES
<br />BUILDING SETBACK LINE
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<br />CABLE TV
<br />CONCRETE CURB
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<br />TELEPHONE UNDERGROUND
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<br />WATERMAIN
<br />FILE NO.
<br />CERTIFICATE OF SURVEY 64685-030
<br />GRADING ASBUILT
<br />PREPARED FOR:
<br />NORTON HOMES
<br />
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