FND 1P 1 \
<br />936.1 �2
<br />1
<br />/ \ N82025'4511W 215-64
<br />W-11
<br />UTIy EAS AND \ HWL - 936.9
<br />E4ElVj =__-_------------ -
<br />15 93 - -_
<br />441
<br />942.5 2x 942.7 x 942.5 x 942.8 942.2 E7L4ND B /
<br />/ OF
<br />x 942.8 x 942.7 \� x 942.6 FER
<br />Al+94289426 94 k94282.5
<br />/x 943.6 x 942.9 ! x 943.3 /
<br />/ x 942.9 x 943.2 �c 943.3 +9R S7'09,1943.4 x 94� S
<br />x x 943.4 x 943.4 '6 9AS 93 �� E 944\
<br />943.8 x 943.3
<br />944.0 -944\ x 943.3 ! R�� g4�03'46 x 944.1 /
<br />7 �x 944.3 \ X43.9 / x 943.6 9 ---
<br />/7
<br />J
<br />' 0 \ O x 943.7 x 943.7 944.0 x / \ x /
<br />1 � + 944.3
<br />x 944.5 x c 944 -� 44 3 \
<br />Ar 944.7
<br />944.3 x�/ 944) �944.0 x 9
<br />9Nk• � k x 943.8 x 944.3 + \ 946.0
<br />944.8 x 9 944.3 944.4 \ 9 8 9 /
<br />43 i 44 \
<br />--944 _ 9439 .8 \ x 947.3 �� L w
<br />` SEPTIC 9R q VF 944.4 / _ - 944.0 945.9 \ +o' / 0
<br />x 945.1 MANHOLE FiS RS k \ 44.0 x 944.1 x 944.6 \ /x\48'0 k
<br />SEPTIC 944.8 944.4 944 m 947.5
<br />2 x 944.3 x 944.2
<br />x 944.2 /
<br />944.1 x / i MAR}HOL\ _ 945.6 944.5 x 944.2 � 9� \
<br />SEPTIC 946. 9449 j I +9 R8 x
<br />TT TTTT x MANHOLE 946.2 9 9448 9 94, 9 x 944.5 x 944.5 x A �\
<br />I BLOC1� 3 k 9� 45) "944.7 449 q 9 4.9 945.4 x / 947.3 �2 /
<br />1x 946.1 +
<br />k4041
<br />�6. G 94450+ s 9450 HERS 4 9450 /x 948.1 .
<br />O /1 / x947.0 ° 9468X 2�g o
<br />LOT 1 1 A6 S2 + Cq c 945.0 / 5+ x %�
<br />NT �� ��
<br />l / +9�j _ _ = 7 7 96.6 x /) 0 � /6 0 945 9 x 944.8 + / x 947.0 0 x 945.7
<br />�}� 4g WOE= O D Gk 5 453 +91+:5 ���
<br />bc
<br />� /� I I x 946.3 d V x 949.0
<br />O x 947.7 24 948.0 945.8 �' �� j x 946.8 0\ +/
<br />x947.8 �-��97.5 +gA9� 95 A � 4 � ��� � k
<br />X 4 /
<br />_ I / / 948 2 i 948.3 O/ 951.2 x x IRV 0�� M 45 S 94S h^ �(o/ x 946.4 x 947.5 x 946.6
<br />o, k +O� 2q i70 ��/S//� 2/.S 1 +CD J° x IRV x 947.7 / n
<br />+Okl/ // /901/Fw�q�f�0 �` / x 946.8 x 947.5 k x
<br />/ x I k 94� / A C/J �' / 946.8
<br />/ x 942.3 I ` I 9 �� X / x 952.5 FFE= q!�/��q rn ^ x 947.7
<br />956.4 _ -948
<br />='I 953.6 x s /
<br />/ +�� I I IN = 951.8 x / CO / �� x 948.8 - x48.0
<br />I x 947.7 / V
<br />950.9 x 950.9 953.8 x )00�FRFo _` / x 949.0 Cr
<br />/ I 1 9541 ° CH lCi \\ \ 947.1
<br />A'
<br />x`944.8 \ X95 x 949.7 \
<br />y I I x 950.8 ` �� 952.1 4 O �� 9. x
<br />+ 0 953.9 r `b t�' WOE= g0\5\ - x 949.0 �
<br />rn I x 950.9 �\ �^�' TOF 954.4 40 9 9S V�.
<br />I 0 953.9 GFE= 954.1 2 rn\ 0 �o
<br />\ 950.8 953.5 x a 9S4 O 9S3 k 1 + x 948.6
<br />954.1
<br />+ I \ gy39 ° 0 rn
<br />2/,s Q7
<br />N2 0 0 �9 d x 949.4 °j
<br />i...
<br />00 x 951.0 9 ..- a9:.., �'� A0
<br />x x� +Uh x 951.0 \ x 952.3 903' 4.... ....:.
<br />0 BS:: Alk LO
<br />\� �Lo � \ x 952.6 x 953.4
<br />rn Q �` �� 9539, 2/ 0 ^ 953.6 k O��
<br />x 951.3 {Br.., x 953.3 / x 949.4 cp
<br />\ \ 9 1 < \ 953.1 x ..... 9639 ° 951.9 + U
<br />x951.0 x 951.0 953.7, `> :..; /� /k �D
<br />I r'\ `1 ` \ x953.2 C 0 on/
<br />X 943.0 \
<br />O
<br />+ Q .:. x 950.9 OD
<br />983,5 /o,
<br />X
<br />944.0 , \ !6 +g N . . : ::..:..:..: ' 0,5 ' o.
<br />/ \ 950.8 ` +
<br />I x 950.7 x 950.7 �....
<br />x 944.0 / \ 947.9 \ \ x 953.0
<br />I 952:3 :. :::. :.:.::::.:.'.:: / +0 k
<br />x 950.
<br />k
<br />\ I 1 +SO ` x 950.7 \ ::952.:,. :.. ��� x 950.8 k0�/ x 950.6
<br />/ \ 1 x IRV / / 0 / rn� x
<br />943.9 x � �x 948.1". ;; :. `,: :,. 9`52; ..:: \ +
<br />x 944.1 S ..:;
<br />\ cr 1 x 950.3 951.5 x x 952.0 x 951.0
<br />cr �` 951:7: ~'r.>, :".;'..`.....
<br />1 94� X x 950.7 /
<br />44.0 \ 0� 40 x
<br />x 9 951.3
<br />x 950.2
<br />/ . x 948.8 (IV 947
<br />1� \ \ 950.8 x x 951.6 / 1
<br />�\
<br />46� x 951.0 /
<br />:' 951:2: / k x
<br />x 944.4 /� O cjL V
<br />+ �S +9�� 9
<br />x 944.4 Ok0 / % ��� h
<br />\ I rp \-95Q.7, _ + rn
<br />x 948.9 R,
<br />x 947.2 1 0�0' x 950.2
<br />\il �0 \ \ + � � x 946.3 \ + / � � / x 952.7 v
<br />\6R I \ x 950.1 /
<br />+
<br />�!S�� 9• �\ 2 � �950�� x 952.9
<br />x 947.0 x 948.7
<br />1 x 946.5761
<br />I
<br />i0 \ x 945.2 1 k948 950.2 /
<br />!�950.1 O / x 953.1
<br />19 \ \ x 947.3 x 948.2 Noy' h.
<br />�� _ 06 9S \ 9ASO\ I +o' 949..7 x 949.5 Ix 950.0 / x 953.5 /k
<br />L I 0\ \ \ x 947.5 948.0 /
<br />- �+9 �+9� t t x 953.3
<br />4j
<br />I S� x 1 x 950.4
<br />947.4 949:2 :. s} ;
<br />�J 9S0 ) \ I 0��^ I x 954.0
<br />l 0 x 949.6 X+ + �o� 1 x 953.7 /
<br />94 �4 9A)� �� x 949.1 +
<br />98 �9 \ \ \ +C r 948.8 V
<br />\ \ \ I 948.J x 950.4 I
<br />\ x 945.7 I + 953.1
<br />x 953.0
<br />949 \ 94j2 k x 946.4 +9Ng. �� x 953.1 /
<br />L_V I 1 /
<br />4 0
<br />��°' 7 9p,0• _ 9526
<br />\ 94 1, + x 948.7 -Jx 952.6
<br />,8k / 9�5 R.:. : o,�� x 950.5 -952
<br />o g4 948.4:.... ;` .� +� \ x 949.0
<br />90 0.. x 950 3S
<br />\ 'rd ...3r . �� x 946.8 -95
<br />948) ,948.51:.'
<br />x 947.'7
<br />I /1 /� It 7 948.0: +� x 94 5 �y\61 X948 x 949.4
<br />L. L _ L/ u 1 � � , 94 . ". g4� i + ( x 944 \ � ` �
<br />83 ... A A k \ 945.5 x946
<br />I x 944.1 \ � �
<br />L_1/ I �lJ \ 94j .. \ S3 x 945.5 "
<br />8 +94) k \ \/ x 945.4
<br />2 9468 \ 91/ \k 943 %44
<br />94j4
<br />\\
<br />94 4.7 \ / x 943.4 \
<br />946 3 \ 941+•4 -
<br />FND i1
<br />\ \ 9442P 1/2
<br />946 0 i
<br />94,
<br />FIELD CREW
<br />DRAWN
<br />JPR
<br />CHECKED
<br />DLS
<br />DATE
<br />03/03/21
<br />NO. BY DATE REVISION
<br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR
<br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS
<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 />1 JPR 4/19/2021 CITY NOTES
<br />2 MA 6/1/2021 FOUNDATION ASBUILT
<br />3 JPR 7/13/2022 GRADING ASBUILT
<br />= 955.6
<br />Proposed Basement Floor Elevation
<br />= 945.5
<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 8th day of April, 2021.
<br />;�na& 44IL �1
<br />Daniel L. Schmidt, PLS Minnesota License No. 26147
<br />schmidt@sathre.com
<br />SRS SOR�F
<br />_ P
<br />m fi 0)
<br />N c�FR S P �Q-
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />Lot 11, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota
<br />1) Site Address: 710 Lakeview Parkway, Orono, Minnesota 55364
<br />2) Flood Zone Information: This property appears to lie in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1%
<br />annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1% annual chance stream flooding where the
<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 />Elevations or depths are shown within this zone. Insurance purchase is not required in these zones.) per Flood Insurance Rate Map,
<br />Community Panel No. 27053CO284F, effective date of November 4th, 2016.
<br />3) Parcel Area Information: Gross Area: 89,208 s.f. - 2.05 acres
<br />\ 4) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: Y 117 RESET which has an elevation of: 1013.67 feet
<br />(NAVD88).
<br />\ 5) Zoning Information: The current Zoning for the subject property is RR -1B (One Family Rural Residential) per the City of Orono's
<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 />Principal Structure Setbacks - Front: 50 feet (Lakeview Parkway)
<br />Side: 30 feet
<br />\ Rear: 50 feet, 10 feet (from Conservation Easement)
<br />\ Height: 30 feet
<br />\ Hardcover: 35 percent of lot area (Tier 3 per City of Orono Stormwater Quality Overlay District Map)
<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 />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 />Administrator for the current restrictions for this site.
<br />L_V I I V
<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 - WO
<br />Proposed Garage Floor Elevation
<br />= 953.9
<br />Proposed Top of Foundation Elevation
<br />= 954.2
<br />Proposed First Floor Elevation
<br />= 955.6
<br />Proposed Basement Floor Elevation
<br />= 945.5
<br />Asbuilt Elevations
<br />Asbuilt Garage Floor Elevation
<br />= 954.1
<br />Asbuilt Top of Foundation Elevation
<br />= 954.1 (Foundation Asbuilt)
<br />Asbuilt First Floor Elevation
<br />= 956.4
<br />Asbuilt Basement Floor Elevation
<br />= 945.8
<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 />X972.5
<br />FOUNDATION ASBUILT ELEVATION
<br />O
<br />CAST IRON MONUMENT
<br />WOE
<br />V
<br />BITUMINOUS
<br />M
<br />CATCH BASIN
<br />- / 1
<br />FIRST FLOOR ELEVATION
<br />I
<br />BUILDING SETBACK LINE
<br />Q
<br />FLARED END SECTION
<br />NOR] H -- l i o!")
<br />_ \ \
<br />GARAGE FLOOR ELEVATION
<br />C
<br />CABLE TV
<br />M
<br />GATE VALVE
<br />TOF
<br />TOP OF FOUNDATION ELEV.
<br />CONCRETE CURB
<br /><
<br />GUY WIRE
<br />SITE,r:
<br />LOWEST OPENING ELEV.
<br />I
<br />N
<br />O
<br />'Cf
<br />HYDRANT
<br />�� ��,
<br />CABLE TV PEDESTAL
<br />T
<br />CONTOUR EXISTING
<br />®
<br />SURVEY MONUMENT SET
<br />TEI
<br />ELECTRIC TRANSFORMER
<br />S
<br />6n
<br />WEITAf A11 R R1 ��- l _
<br />ELECTRIC MANHOLE
<br />M
<br />A
<br />Q
<br />SURVEY CONTROL POINT
<br />I 4
<br />/�
<br />ELECTRIC METER
<br />A
<br />L
<br />LIGHT POLE
<br />f l l V N\U�
<br />R2 W 1 Fz w \ \a•
<br />GAS METER
<br />P
<br />E
<br />21, <�
<br />nlorth
<br />GAS VALVE
<br />x X
<br />FENCE
<br />`0
<br />POWER POLE
<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 />ORONO, GRADING ASBUILT
<br />PREPARED FOR:
<br />MINNESOTA NORTON HOMES �
<br />1
<br />SURVEY LEGEND
<br />X972.5
<br />FOUNDATION ASBUILT ELEVATION
<br />O
<br />CAST IRON MONUMENT
<br />WOE
<br />WALKOUT ELEVATION
<br />BITUMINOUS
<br />M
<br />CATCH BASIN
<br />FFE
<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 />M
<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 />'Cf
<br />HYDRANT
<br />©
<br />CABLE TV PEDESTAL
<br />- .960 _
<br />CONTOUR EXISTING
<br />®
<br />SURVEY MONUMENT SET
<br />TEI
<br />ELECTRIC TRANSFORMER
<br />CONTOUR PROPOSED
<br />SURVEY MONUMENT FOUND
<br />OE
<br />ELECTRIC MANHOLE
<br />GUARD RAIL
<br />Q
<br />SURVEY CONTROL POINT
<br />OE
<br />ELECTRIC METER
<br />DT
<br />DRAIN TILE
<br />LIGHT POLE
<br />©
<br />GAS METER
<br />ELc
<br />ELECTRIC UNDERGROUND
<br />©
<br />GAS VALVE
<br />x X
<br />FENCE
<br />`0
<br />POWER POLE
<br />❑H
<br />HAND HOLE
<br />FO
<br />FIBER OPTIC UNDERGROUND
<br />OO
<br />SANITARY MANHOLE
<br />SOIL BORING
<br />GAS-
<br />GAS UNDERGROUND
<br />Q
<br />SANITARY CLEANOUT
<br />TREE CONIFEROUS
<br />GHu
<br />OVERHEAD UTILITY
<br />SIGN
<br />x972.5
<br />GROUND ELEVATION
<br />TREE DECIDUOUS
<br />" " " " " " "
<br />" " RAILROAD TRACKS
<br />0
<br />STORM DRAIN
<br />OT
<br />TELEPHONE MANHOLE
<br />>
<br />SANITARY SEWER
<br />❑T
<br />TELEPHONE PEDESTAL
<br />>>
<br />STORM SEWER
<br />sT
<br />STORM MANHOLE
<br />(I_-
<br />TRAFFIC SIGNAL
<br />TEL
<br />TELEPHONE UNDERGROUND
<br />YARD LIGHT
<br />Du
<br />UTILITY MANHOLE
<br />uTu
<br />UTILITY UNDERGROUND
<br />❑A
<br />A/C UNIT
<br />WELL
<br />❑u
<br />UTILITY PEDESTAL
<br />WATERMAIN
<br />TWP:117-RGE.23-SEC.06
<br />CERTIFICATE OF SURVEY
<br />FILE NO.
<br />Hennepin County
<br />64685-050
<br />ORONO, GRADING ASBUILT
<br />PREPARED FOR:
<br />MINNESOTA NORTON HOMES �
<br />1
<br />
|