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DESCRIPTION OF PROPERTY SURVEYED <br />Lot 1, Block 3, LAKEVIEW OF ORONO, according to the recorded plat therof, Hennepin County, Minnesota <br />STANDARD NOTES <br />1) Site Address: 4315 Lakeview Court, Orono, Minnesota 55391 <br />R= 65, 00 <br />2) A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. <br />A= 86 °21'1011 3) Flood Zone Information: X (area determined to be outside of the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. <br />97 96 \ 27053CO285F, effective date ofl1/04/2016. <br />\ 983.3 \ \ 984 8 4) Parcel Area Information: Gross Area: 87,697.04 s.£ -- 2.01 acres <br />\ 9813 5) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: Y 117 RESET which has an elevation of: 1013.666 feet (NAVD88). <br />�82 985.9 <br />\ �' <br />�--- _ 6) Zoning Information: The current Zoning for the subject property is RR -1B (One Family Rural Residential) per the City of Orono's zoning map dated September <br />978.9 9 6� \ _ -9 2.9 x 2016. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono found on their web site on the date <br />of October 10th, 2018 and are as follows: <br />977.6 gbh /x86.2 \ \ 9�2 �jo Principal Structure Setbacks - Street(s): 50 feet (St. Andrews Street) <br />976.6 x \ <br />I ° 0 � � 984.8 \ ' � Side: 30 feet <br />� 1022 S � A 5 <br />o I FN p 12 0 \ 9� j / x 985.2\ x9�S Rear: 50 feet <br />P 2568 / �� V 6' I9� �•, Height: 30 feet <br />\ 9/74.4 x O���O/ /�P�� 1 / \ j ' i Hardcover: 35 percent of lot area ( Tier 3 per City of Orono Stormwater Quality Overlay District Map) <br />\ X / 0(1 3. / 982.7 \ / g� 2 x �j Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they <br />are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this <br />\ \ site. All setback information and hardcover data for planning and design must be verified by designers, architect or the likes. <br />973.5 y \ \ _ _ 985.1 <br />CP/ �S2 983.9\ O� <br />\x 982. D \ \ <br />\ <br />1.0 \d \x 981.1 <br />o <br />%` \ X972 \ 940 9 5.2 \ P -P O <br />985 \ <br />\ .0\ <br />s8Q3E�.5 <br />R <br />x I <br />\ Md� O <br />\84.9 <br />\9.2 \ 84 983.4 984.1�9,00 ssS.eal.s <br />'p X84-� <br />\77. \3 9847971 85 . <br /># \ <br />\ <br />INV <br />\ <br />\ <br />I \ 98' <br />75.5\ \, 82\ \9 984.9 2 980.8 x 0 x°��� <br />/ 1 1 983.81 <br />\ \ \ \ 980.5 8 x 981.1 O9 0L'. 6' <br />x 981.1 0 O <br />7 \ 981.0 yx9� X �q°� <br />969.9 P \ \974. ��\ \ x 990• �\� S s 00 <br />980.1 O h° 982.8 <br />���x say. 5 \ /x�� 6 'k9 lb-_ �g <br />y/z 982.4 \ <br />s82.6 / <br />& <br />. �\ I \ \ 9 g 9 g \ \ 98/3 <br />969 x 97 . <br />peptic <br />I <br />I <br />II\ x 971 �3 \ �� .. O �/.. �p�o p\ x 9 8 -1" <br />2 X982^ <br />I \ E o .. / .. �� \ 808 x 981.7 <br />I x 968.4 1 x 968.3 x x ``r \ <br />w�l�� 9� �0�0 x 97�" FND IP 25684 <br />50 568.3 \ 970.1<< \ x o o �0 ti� po^� 8- 980✓5 \7 <br />\ \ \ � �o x978.7 �� r 10� 8 <br />/ x 96f.1 \ ��� c� .. 9, x 979.0 x rn00 \ <br />X 96 3 \\ -� 0 �o ° rn� 9 8 X78.3 �< x rn <br />x 978.7 <br />_ �172.� �cP �gS ��� <_- -��CO 1 I 969 \�j 9 �. 9) <br />9) ^ x°' �® 0199 dl r <br />In 967.7 II o n° p x \ n 6 \ \ <br />cv _ - \ I x rA� X972.3 s,A o ^� 2>0 .. °''1°'?'�°'• 9�8� ^ \ rnl rn <br />a / Ix 965.8 x 67.6 �' 69� MN \ x19j�� 6 'O i p> o 0 2� x°' x°j x916^hxl - x 977.2 � <br />1 O I\ QS S SEP 3 rn 976.8 A x <br />r� 970 SEP MH- �' 19 ; Q /1096, ° �� a �1 <br />V.�J'� N \ 966.2 970.8 9 h o 0 16 Cj <br />N I �7@- CO <br />-t 1 R V 0 3 0' S a <br />° \ x 93 971.5 Com' ��.,/ FF g � Iri \ 01 <br />Q7 0 ' g \ x 968.6 \ 971.3 98 F 0 TOF 9 9J ^V cD rn r- <br />/0 <br />\ O <br />a O / m 0 5.0 \ x 6 00 !/\ 98p3� 2�3S rn N �r �� bO- <br />3 g Z 0) r \ 0 <br />0 965-0 x 967.0 rn o o 09)x!6 A �x <br />\ 968.1 ry.9 o i <br />/ x <br />Oo�o x 69.7p 696 <br />964/' s0I <br />\\\\y0 �y9 5.� 9F x 969.8 <br />I \\ \ 0 3 o i6 x969.2 <br />a \ \ \ x7.8 �FC� x 970.4 x 9>, <br />967. l �� \ x 964.4 \ x 965.0 5.8 \ �98 2S A x 969.3 f I r \ 61 <br />01 \\ \J�\\ x9687968 rno� %,0 x968.9 / � \ \ \ <br />\\\�x 96 .g 7010 68 g6g 3x968) 969.4 �� \ <br />\ rn' x 968.5 QQ I x \ \ <br />� \ \ x 963.3 0 x967.9 969.3 x rno \ \ <br />NS \ <br />O I \ 1 \ \ F�L \ x68.0 x 968.9 x 968.8 I n <br />C) <br />'9Tj r <br />O 967.2 r \ \ (966.7L-vT <br />to \ � \ \ /� Fq -9 967.9 <br />l �64J\ \ r 0 s6o \ 1K .7 SFMFN \ x 968.6 r <br />x 967.1 BLOCK 1 <br />65. FT69 x967.0 �6 0i 00 <br />1 \200 C,- x 967.0 (:-"x 968.1 x <br />66.3� <br />0 967.3 i ��\\ �/ \\��/<\\ \\ x966.4\ LOT \\ rn w <br />I dx 966.9 <br />..7 - <br />x <br />7) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject <br />property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the <br />mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Before digging, you are required by law to notify <br />Gopher State One Call at least 48 hours in advance at 651/454-0002. <br />8) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage. <br />9) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction. <br />10) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. <br />11) Proposed grades shown adjacent to building foundation refers to top of black dirt. <br />12) Verify sanitary service invert prior to any concrete work. <br />Proposed Elevations Hardcover (MAX 35%) <br />Proposed Garage Floor Elevation = 980.0 Lot Area = 87,697 S.F. <br />Proposed Top of Foundation Elevation = 980.3 House Area = 4,170 S.F. <br />Proposed Basement Floor Elevation = 970.3 Driveway Area = 2,488 S.F. <br />Asbuilt Elevations stoop Area = 65 S.F. <br />Asbuilt Garage Floor Elevation = 979.8 Walkway Area = 236 S.F. <br />Concrete Patio Area= 450 S.F. <br />Asbuilt First Floor Elevevation = 981.1 Screen Porch Area = 228 S.F. <br />Asbuilt Walkout Elevation = 970.3 Deck Area = 360 S.F. <br />Asbuilt Top of Foundation = 980.3 Total Area = 7,997 S.F. <br />Coverage = 9.2% <br />30 15 0 15 30 60 <br />SCALE IN FEET <br />Bearings are based on the Hennepin County <br />Coordinate System (NAD 83 - 1986 adj.) <br />Cn <br />SURVEY LEGEND <br />9fj6 7 <br />\ <br />0 ` /l a CO,\ \� A�q \ \ \ I I Q CAST IRON MONUMENT © PIEZOMETER WOE WALKOUT ELEVATION <br />967.1 I SFi�� T ,� \ \ Ij I O IRON PIPE MONUMENT SET 7Di POWER POLE FIFE FIRST FLOOR ELEVATION <br />l �T/C \ \ \ - �_ I I I I • IRON PIPE MONUMENT FOUND < GUY WIRE GFE GARAGE FLOOR ELEVATION <br />N 7 - / I )1( DRILL HOLE FOUND ❑ ROOF DRAIN TOF TOP OF FOUNDATION ELEV. <br />CHISELED "X" MONUMENT SET Ls LIFT STATION LOE LOWEST OPENING ELEV. <br />FNT� \ \ a SBQ 25'0 I _ _ _ X CHISELED "X" MONUMENT FOUND QS SANITARY MANHOLE CONCRETE <br />\ _ _ _ 2 E 73 65 Ilk REBAR MONUMENT FOUND ® SANITARY CLEANOUT BITUMINOUS <br />966.9 10 I / / \ \ _ _ _ _ PK NAIL MONUMENT SET ST STORM MANHOLE BSBL BUILDING SETBACK LINE <br />A PK NAIL MONUMENT FOUND ® STORM DRAIN CTv CABLE TV <br />Q PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB <br />D SURVEY CONTROL POINT 4 FLARED END SECTION -960 CONTOUR EXISTING <br />967.0 \ \ / _ \ / I I I I/ <br />❑A A/C UNIT TREE CONIFEROUS sso CONTOUR PROPOSED <br />\ I © CABLE TV PEDESTAL TREE DECIDUOUS - GUARD RAIL <br />`_ 0 ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE <br />967.6 /O <br />© ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELG ELECTRIC UNDERGROUND <br />R� 04 -= ` / I ELECTRIC METER O TELEPHONE MANHOLE -X-X- FENCE <br />968 2 93 \ I I I OE <br />I m ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL Eo FIBER OPTIC UNDERGROUND <br />969.1 / 4-- /,50N, J iJ YARD LIGHT OO UTILITY MANHOLE GAS- GAS UNDERGROUND <br />970.1 32 /09/� _°�2 �I I LIGHT POLE ❑U UTILITY PEDESTAL OHu OVERHEAD UTILITY <br />FIBER OPTIC MANHOLE ❑V UTILITY VAULT TREE LINE <br />Cz� I� bl FIRE DEPT. HOOK UP Q WATERMAIN MANHOLE <br />> SANITARY SEWER <br />971.1 2�/ 66 \ I I I � FLAG POLE 0 WATER METER » STORM SEWER <br />We FUEL PUMP -0-WATER SPIGOT TEL TELEPHONE UNDERGROUND <br />S/` 971.9 Ce I rr FUEL TANK ® WELL RETAINING WALL <br />PROPANE TANK niw MONITORING WELL UTL UTILITY UNDERGROUND <br />ch �Ipa 972.7 %2 0 I © GAS METER m CURB STOP I WATERMAIN <br />\ d / 48 ��'A' I I CSI GAS VALVE D4 GATE VALVE ® TRAFFIC SIGNAL <br />© GAS MANHOLE �' HYDRANT 1 RAILROAD TRACKS <br />\ 973.5 I I GE GENERATOR IRv IRRIGATION VALVE $ RAILROAD SIGNAL <br />® GUARD POST Plv POST INDICATOR VALVE 0- RAILROAD SWITCH <br />\ 974.2 I ❑H HAND HOLE SIGN (a SATELLITE DISH <br />0 <br />\ <br />R <br />0 MAIL BOX <br />X972.5 GRADING ASBUILT ELEVATION <br />SB SOIL BORING ff <br />X972.5 FOUNDATION ASBUILT ELEVATION U3 <br />WETLAND BUFFER SIGN <br />CONSERVATION EASEMENT SIGN <br />FIELD CREW <br />NORTH z w <br />> <br />BY <br />V <br />REVISION <br />I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that 1 am a duly Licensed <br />Land Surveyor under the laws of the State of Minnesota. <br />Dated this 13th day of July, 2020. <br />Daniel L. Schmidt, PLS Minnesota License No. 26147S <br />_ <br />w <br />z <br />SURA <br />I � 0 <br />N <br />SAT H R E_ E E RG Q U I ST, INC. <br />TWP.117 - RGE.23 - SEC.07 <br />CERTIFICATE OF SURVEY <br />GRADING AS -BUILT <br />PREPARED FOR: <br />WAN S ON HOMES <br />0 <br />FILE NO. <br />88035-054 <br />JD CT 1 SDR 3/29/2019 REVISED SEPTIC SITES <br />Hennepin County <br />DRAWN 2 SDR 4/5/2019 REVISIONS PER CITY <br />O RO N O,GO <br />MINNESOTA <br />A SITE 5 <br />SDR 3 SDR 4/25/2019 HOUSE RESTAKED <br />I <br />T 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 <br />4� <br />DBP 5 TS 7/10/2020 GRADING ASBUILT4l <br />DATE 6 BRV 8/13/2020 ADDED ASBUILT CONTOURS TO SURVEY <br />�Y�lY7J M s <br />N <br />I <br />N <br />yl <br />O <br />y!9 <br />T <br />Y <br />o <br />�o <br />S <br />C51 <br />WE51 BRANCH RD, <br />M <br />A <br />L <br />T I 17N \RMS �° <br />6 <br />P <br />E <br />R24W <br />2FR23W <br />30 15 0 15 30 60 <br />SCALE IN FEET <br />Bearings are based on the Hennepin County <br />Coordinate System (NAD 83 - 1986 adj.) <br />Cn <br />SURVEY LEGEND <br />9fj6 7 <br />\ <br />0 ` /l a CO,\ \� A�q \ \ \ I I Q CAST IRON MONUMENT © PIEZOMETER WOE WALKOUT ELEVATION <br />967.1 I SFi�� T ,� \ \ Ij I O IRON PIPE MONUMENT SET 7Di POWER POLE FIFE FIRST FLOOR ELEVATION <br />l �T/C \ \ \ - �_ I I I I • IRON PIPE MONUMENT FOUND < GUY WIRE GFE GARAGE FLOOR ELEVATION <br />N 7 - / I )1( DRILL HOLE FOUND ❑ ROOF DRAIN TOF TOP OF FOUNDATION ELEV. <br />CHISELED "X" MONUMENT SET Ls LIFT STATION LOE LOWEST OPENING ELEV. <br />FNT� \ \ a SBQ 25'0 I _ _ _ X CHISELED "X" MONUMENT FOUND QS SANITARY MANHOLE CONCRETE <br />\ _ _ _ 2 E 73 65 Ilk REBAR MONUMENT FOUND ® SANITARY CLEANOUT BITUMINOUS <br />966.9 10 I / / \ \ _ _ _ _ PK NAIL MONUMENT SET ST STORM MANHOLE BSBL BUILDING SETBACK LINE <br />A PK NAIL MONUMENT FOUND ® STORM DRAIN CTv CABLE TV <br />Q PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB <br />D SURVEY CONTROL POINT 4 FLARED END SECTION -960 CONTOUR EXISTING <br />967.0 \ \ / _ \ / I I I I/ <br />❑A A/C UNIT TREE CONIFEROUS sso CONTOUR PROPOSED <br />\ I © CABLE TV PEDESTAL TREE DECIDUOUS - GUARD RAIL <br />`_ 0 ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE <br />967.6 /O <br />© ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELG ELECTRIC UNDERGROUND <br />R� 04 -= ` / I ELECTRIC METER O TELEPHONE MANHOLE -X-X- FENCE <br />968 2 93 \ I I I OE <br />I m ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL Eo FIBER OPTIC UNDERGROUND <br />969.1 / 4-- /,50N, J iJ YARD LIGHT OO UTILITY MANHOLE GAS- GAS UNDERGROUND <br />970.1 32 /09/� _°�2 �I I LIGHT POLE ❑U UTILITY PEDESTAL OHu OVERHEAD UTILITY <br />FIBER OPTIC MANHOLE ❑V UTILITY VAULT TREE LINE <br />Cz� I� bl FIRE DEPT. HOOK UP Q WATERMAIN MANHOLE <br />> SANITARY SEWER <br />971.1 2�/ 66 \ I I I � FLAG POLE 0 WATER METER » STORM SEWER <br />We FUEL PUMP -0-WATER SPIGOT TEL TELEPHONE UNDERGROUND <br />S/` 971.9 Ce I rr FUEL TANK ® WELL RETAINING WALL <br />PROPANE TANK niw MONITORING WELL UTL UTILITY UNDERGROUND <br />ch �Ipa 972.7 %2 0 I © GAS METER m CURB STOP I WATERMAIN <br />\ d / 48 ��'A' I I CSI GAS VALVE D4 GATE VALVE ® TRAFFIC SIGNAL <br />© GAS MANHOLE �' HYDRANT 1 RAILROAD TRACKS <br />\ 973.5 I I GE GENERATOR IRv IRRIGATION VALVE $ RAILROAD SIGNAL <br />® GUARD POST Plv POST INDICATOR VALVE 0- RAILROAD SWITCH <br />\ 974.2 I ❑H HAND HOLE SIGN (a SATELLITE DISH <br />0 <br />\ <br />0 MAIL BOX <br />X972.5 GRADING ASBUILT ELEVATION <br />SB SOIL BORING ff <br />X972.5 FOUNDATION ASBUILT ELEVATION U3 <br />WETLAND BUFFER SIGN <br />CONSERVATION EASEMENT SIGN <br />FIELD CREW <br />NO. <br />BY <br />DATE <br />REVISION <br />I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that 1 am a duly Licensed <br />Land Surveyor under the laws of the State of Minnesota. <br />Dated this 13th day of July, 2020. <br />Daniel L. Schmidt, PLS Minnesota License No. 26147S <br />ERS <br />_ <br />W <br />i <br />SURA <br />I � 0 <br />N <br />SAT H R E_ E E RG Q U I ST, INC. <br />TWP.117 - RGE.23 - SEC.07 <br />CERTIFICATE OF SURVEY <br />GRADING AS -BUILT <br />PREPARED FOR: <br />WAN S ON HOMES <br />FILE NO. <br />88035-054 <br />JD CT 1 SDR 3/29/2019 REVISED SEPTIC SITES <br />Hennepin County <br />DRAWN 2 SDR 4/5/2019 REVISIONS PER CITY <br />O RO N O,GO <br />MINNESOTA <br />SDR 3 SDR 4/25/2019 HOUSE RESTAKED <br />CHECKED 4 SDR 5/17/2019 FOUNDATION AS -BUILT <br />T 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 <br />4� <br />DBP 5 TS 7/10/2020 GRADING ASBUILT4l <br />DATE 6 BRV 8/13/2020 ADDED ASBUILT CONTOURS TO SURVEY <br />03/06/19 1schmidt@sathre.com <br />