|
� F 958.0
<br />5
<br />Irk
<br />�� A 9�
<br />6S
<br />\ x 959.0\
<br />1--� 968-�, \ \ \ \ \ \9
<br />\\\ \\ \\\\ \ \ \\\ \ C.�
<br />9h9 \ ---,\ \\ \ \ \\ \\ \
<br />1-19 \ \ \ \ \ x 960.8
<br />x 981.19d� \ \ \ \ \ \ \
<br />\\
<br />�.� ✓�\\\ x 82.3
<br />L_v I 985.9 \ \ \ \ L7
<br />x �
<br />�9C� �0 x 962.6
<br />985.6 ' \ \ \
<br />k 984.9 x 985.2 -x 98f�0 \ \\\ \ \�
<br />x - x$p- \ \ BLPC 3\ \ \\ \
<br />X \ \
<br />/ h xx 98 x -� x OT
<br />/ \
<br />CC)
<br />984.8 / 987 g8, \ \ \ \ \
<br />984.4 \ / / x 989.2\CV 984 \ \ \ \ \
<br />982.0
<br />.7 - x 989.0 \ \ \ \ \ \
<br />I lb/1-(989.3
<br />00 \ x 987.4 \ \ \ \ \
<br />x / x
<br />984.3 \ \� SEPTIC SITE x 989.3 \
<br />�-x 9gp.4 � x 87.9'
<br />x 984.41, x 989.5 \ \ \ \
<br />x 991.0
<br />v,
<br />l
<br />` 1
<br />- \ \ \ \ 9
<br />30 989.6 \ \ \ \ \ \\ 6d
<br />/ x / 985.3 \ I \ / 989.2
<br />x991.0 I 'l -'K \ \ x9 \ \ \ \ \ \
<br />x �\ /I\\\\ \ �.9 \
<br />\
<br />985.1 x 989 / rp 9
<br />/ - 1986\ \ x 988.7 �\ \ �� \ 19
<br />� / \ \cp
<br />/
<br />/l \986 \ x 988'9, / �I 5 81#.2 SITE 988.1 \ x g�4.6 \
<br />\ _x.
<br />\ \ \ x 988 2 \ S a;
<br />dx � - � x
<br />\ \ 980.1 x g�5.7 x 986.3 \ / x 987.5 / / �9 986.1 1 \ \ \ 967.4
<br />/ Dc
<br />\ \ _ CO x 986.5 � � \
<br />° \ x 986.9 \ x 983.0
<br />x 986.1 x'986.3 / o \
<br />Z x 987.4 x 985 x 986.2
<br />987.8 4.6 �
<br />988--, x 987.2 \ x 986.1 / \ x 986.2 °\\ \
<br />\ Ix�5 8 -9✓�0 �� -985.9
<br />x 986.2 ` \ x 985.5
<br />I _ x 985.3 } x 977.8
<br />x 988.9
<br />/ x 985.7
<br />x 988,!9 TOF, x 986.8 986 5 �� . 9� _ \9 x 985.0 x 984.8 \O x$ s \
<br />09873 42.7 6 .��c?6� ��°0 9� & x 985.5 x $� \
<br />\ x ss6.2 N GgRgcE ��• x \� 5�s• �x 9es ^
<br />9
<br />� GFE= GI -E- i EkISTjN WOE= S s \ 11
<br />/ °� 12-00 986.9986- .6 3 g 40 LAkEVIE OO{�0�� \�� 6� -984
<br />/ / N O / W C ° 98 x I x 983.7 �- rn
<br />985.5 /
<br />rn 2p• 0 of `?sz r^-, OV RT E� s\ x
<br />1 9$9.4 ( 1 ��`O /� �� A6.5 x 983.5
<br />Q) / / / x 987.9 �k 986.0 x v x x ��
<br />roa' �9g8 \ Gb
<br />0> x 984.6 / J C / \
<br />987.0 bO C41?` tee �w SJ° FEE= �P /
<br />989.0\
<br />x
<br />S� x 985.6 �ro`O $6� O `� j� 985.9
<br />Il
<br />.2
<br />_ x 985.2 00,� /y x 984
<br />IV
<br />X 983.6 0984.8 1 �° J�� �10•�� x 984.8
<br />x 984.3 x �9 985.5 �
<br />h � ^986 S � � °��� 986 6 9�6 \ / °
<br />LL x 9g4.3 A I �� x 986.3 886 6 \ x 984.4 0)\ `
<br />x x 98 1
<br />983.4 9 3.9 98 9848 \ ti x 986.3 i - - (13885.5 x x 985.2 ( i 1
<br />42
<br />x 986.2
<br />\ 49 988 S� ,986- ✓ x 985.4 EXISTING x \ x 983.4 1
<br />984.8 x)984.0 V 1�
<br />d -9(9 4 a y "986.0 G
<br />'1Z � S(,o�� 9 .. / i x 985.0 \ \�
<br />//S 06 �f x 985.2 \ 1
<br />/ 0 �� x 985.5
<br />X 84.1
<br />.p 19�2p � x 983.4 � 11
<br />x � 984.7 � / x 983.9 i I
<br />x � \ x 98-4.1
<br />O x 985.0s Q 1
<br />45005 S
<br />Y / I ,
<br />979.521 9�� �' / x 983.8 x 983 4 / ,PRIMARY
<br />FND IP 25684 LEAN NORTH s i x 984.3 gS�/ / LIFT STATIOI
<br />Y x19 983.2
<br />983.6
<br />\ x 983.3 �
<br />PRIMAR'
<br />x 983.5 TANK
<br />cS 8s °
<br />0 .6 Q
<br />983.0 -/'n ;A
<br />E01\ F 98 7\\P 1/2 OPEN x
<br />X9984 984.3 \
<br />a�ss0 �� x883, 9�i'O 983.2
<br />6 RiA '20 016 4= 34 6.6 98� 2468
<br />0 5�, 34,E �4 A \
<br />R160 00
<br />FIELD CREW
<br />NO.
<br />BY
<br />DATE
<br />REVISION
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR
<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 />Rs
<br />SURL
<br />BITUMINOUS
<br />DH TS
<br />1
<br />SDR
<br />7/17/2019
<br />HOUSE AND OFFSETS RESTAKED
<br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS
<br />STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s
<br />Asbuilt Garage Floor Elevation
<br />1E
<br />FO
<br />DRAWN 2 SDR 7/24/2019 REVISED SILT FENCE
<br />Asbuilt Walkout Elevation
<br />= 988.9
<br />X
<br />GATE VALVE
<br />,SITE
<br />FYA�
<br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID
<br />Dated this 20th day of August, 2019.
<br />_
<br />sk
<br />GUY WIRE
<br />SDR
<br />3
<br />SDR
<br />8/6/2019
<br />REVISED SILT FENCE
<br />AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND
<br />SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF
<br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES
<br />I]
<br />W
<br />N' w�5
<br />N
<br />CHECKED 4 EMW 9/10/2019 RAISED GARAGE FLOOR
<br />O
<br />DBP
<br />5
<br />MA
<br />9/24/2019
<br />FOUNDATION ASBUILT
<br />THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY
<br />LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES
<br />RESULTING FROM ILLEGITIMATE USE.
<br />26147
<br />Daniel L. Schmidt, PLS Minnesota License No. 26147
<br />1 schmidt@sathre.com
<br />Cd'FRS
<br />��
<br />P LPA
<br />DATE 6 TS 8/20/2020 GRADING ASBUILT
<br />01/09/19 7 TS 9/10/2020 ADDED EXISTING CONTOURS TO GAB
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />Lot 4, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County,
<br />Minnesota.
<br />1) Site Address: 4340 Lakeview Court, Orono, Minnesota, 55364
<br />2) 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 />3) Parcel Area Information: Gross Area: 86,608 S.F. - 1.99 Acres
<br />4) Benchmark: Elevations are based on development Benchmark located Lots 1/2 , Block 2,
<br />LAKEVIEW OF ORONO, which has an elevation of. 961.48 (NGVD29).
<br />5) Zoning Information: The current Zoning for the subject property is LR-lA (One Family Lakeshore
<br />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 />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 Court)
<br />Side: 30 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 />Prouosed Elevations
<br />Proposed Garage Floor Elevation
<br />= 987.0
<br />Proposed Top of Foundation Elevation
<br />= 987.3
<br />Proposed Lookout Opening Elevation
<br />= 981.8
<br />Proposed Basement Floor Elevation
<br />= 978.6
<br />Asbuilt Elevations
<br />BITUMINOUS
<br />Asbuilt Garage Floor Elevation
<br />= 986.6 + 0.33=986.9(NOT POURED)
<br />Asbuilt Top of Foundation Elevation
<br />= 987.3
<br />Asbuilt Basement Floor Elevation
<br />= 978.2 + 0.33=978.5(NOT POURED)
<br />Asbuilt Garage Floor Elevation
<br />= 986.9
<br />Asbuilt First Floor Elevation
<br />= 989.0
<br />Asbuilt Walkout Elevation
<br />= 988.9
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adI
<br />30 15 0 15 30 60
<br />SCALE IN FEET
<br />SURVEY LEGEND
<br />I jf>
<br />TIIiIJ
<br />WOE
<br />V
<br />BITUMINOUS
<br />X972.5 GRADING ASBUILT ELEVATION
<br />CATCH BASIN
<br />kil
<br />FIRST FLOOR ELEVATION
<br />BUILDING SETBACK LINE
<br />Q
<br />FLARED END SECTION
<br />GFE
<br />GARAGE FLOOR ELEVATION
<br />CTv
<br />CABLE TV
<br />X
<br />GATE VALVE
<br />,SITE
<br />FYA�
<br />TOP OF FOUNDATION ELEV.
<br />CONCRETE CURB
<br /><
<br />GUY WIRE
<br />LOE
<br />LOWEST OPENING ELEV.
<br />N
<br />N
<br />HYDRANT
<br />I]
<br />CABLE TV PEDESTAL
<br />- - 96o _
<br />O
<br />O
<br />SURVEY MONUMENT SET
<br />❑E
<br />ELECTRIC TRANSFORMER
<br />TY
<br />CONTOUR PROPOSED
<br />•
<br />SURVEY MONUMENT FOUND
<br />O
<br />ELECTRIC MANHOLE
<br />-o-°-°-o-o-
<br />S
<br />Q
<br />��
<br />��ET �� �I�„� ��� I
<br />ELECTRIC METER
<br />DT
<br />C
<br />\
<br />LIGHT POLE
<br />©
<br />GAS METER
<br />M
<br />ELECTRIC UNDERGROUND
<br />©
<br />GAS VALVE
<br />-X-X-
<br />A,
<br />7)�
<br />POWER POLE
<br />L
<br />ra ,.- - R2:i 0
<br />HAND HOLE
<br />P
<br />E
<br />\
<br />SANITARY MANHOLE
<br />�� _�; ���I F�.
<br />Q
<br />SANITARY CLEANOUT
<br />Bearings are based on the Hennepin County
<br />Coordinate System (NAD 83 - 1986 adI
<br />30 15 0 15 30 60
<br />SCALE IN FEET
<br />SATHRE-BERGQUIST, INC.
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />WWW.SATHRE.COM
<br />ORONO, GR ADENAR DBoRT �
<br />MINNESOTA DINGMAN CONSTRUCTION �
<br />SURVEY LEGEND
<br />X972.5 FOUNDATION ASBUILT ELEVATION
<br />CAST IRON MONUMENT
<br />WOE
<br />WALKOUT ELEVATION
<br />BITUMINOUS
<br />X972.5 GRADING ASBUILT ELEVATION
<br />CATCH BASIN
<br />FEE
<br />FIRST FLOOR ELEVATION
<br />BUILDING SETBACK LINE
<br />Q
<br />FLARED END SECTION
<br />GFE
<br />GARAGE FLOOR ELEVATION
<br />CTv
<br />CABLE TV
<br />X
<br />GATE VALVE
<br />TOF
<br />TOP OF FOUNDATION ELEV.
<br />CONCRETE CURB
<br /><
<br />GUY WIRE
<br />LOE
<br />LOWEST OPENING ELEV.
<br />a
<br />CONCRETE
<br />HYDRANT
<br />I]
<br />CABLE TV PEDESTAL
<br />- - 96o _
<br />CONTOUR EXISTING
<br />O
<br />SURVEY MONUMENT SET
<br />❑E
<br />ELECTRIC TRANSFORMER
<br />CONTOUR PROPOSED
<br />•
<br />SURVEY MONUMENT FOUND
<br />O
<br />ELECTRIC MANHOLE
<br />-o-°-°-o-o-
<br />GUARD RAIL
<br />Q
<br />SURVEY CONTROL POINT
<br />OE
<br />ELECTRIC METER
<br />DT
<br />DRAIN TILE
<br />\
<br />LIGHT POLE
<br />©
<br />GAS METER
<br />ELC
<br />ELECTRIC UNDERGROUND
<br />©
<br />GAS VALVE
<br />-X-X-
<br />FENCE
<br />7)�
<br />POWER POLE
<br />❑H
<br />HAND HOLE
<br />Fo
<br />FIBER OPTIC UNDERGROUND
<br />\
<br />SANITARY MANHOLE
<br />Q
<br />SANITARY CLEANOUT
<br />SOIL BORING
<br />GAS-
<br />GAS UNDERGROUND
<br />TREE CONIFEROUS
<br />OHu
<br />OVERHEAD UTILITY
<br />SIGN
<br />972.5GROUND
<br />ELEVATION
<br />\
<br />TREE DECIDUOUS
<br />"""""""""
<br />RAILROAD TRACKS
<br />.�
<br />STORM DRAIN
<br />OT
<br />TELEPHONE MANHOLE
<br />>
<br />SANITARY SEWER
<br />D
<br />TELEPHONE PEDESTAL
<br />->
<br />STORM SEWER
<br />sT
<br />STORM MANHOLE
<br />®
<br />WETLAND BUFFER POST
<br />TEL
<br />TELEPHONE UNDERGROUND
<br />�S
<br />YARD LIGHT
<br />Qu
<br />UTILITY MANHOLE
<br />uTL
<br />UTILITY UNDERGROUND
<br />❑D
<br />A/C UNIT
<br />\
<br />WELL
<br />u
<br />UTILITY PEDESTAL
<br />WATERMAIN
<br />TREE TO BE REMOVED
<br />TWP.117-RGE.23-SEC.06
<br />FILE NO.
<br />Hennepin County
<br />CERTIFICATE OF SURVEY
<br />2018-161
<br />SATHRE-BERGQUIST, INC.
<br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
<br />WWW.SATHRE.COM
<br />ORONO, GR ADENAR DBoRT �
<br />MINNESOTA DINGMAN CONSTRUCTION �
<br />
|