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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 />