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982.9 978.5 976.9 975.2 971.8 <br />983.9 <br />981.5 980.0 973.6 \ x <br />/ <br />985.8 985.1 984.6 970.1 <br />1 971.5 69.4 R \ <br />/ / / I �-3=5- - <br />� / / N87°18'5811E 162.05 / 975.8 21--- <br />986.9 68.1 41- 1CQ °lc� 00 <br />/ 974 x 74.5 x 973.3 11 x II _N71.8 �' / ' /,8 �9%'� <br />980.7 \ <br />1 972.41 973.6 INV= 968.8 < 967.6 66.9 93 <br />x 983.0 \ \ \ x 975.7 1 1 \ 683\ <br />987.3 \ x 984` o \ \ _ \ \ 973.9 <br />x 974. \ <br />E 11 9 <br />X 98I,8 4 73 I x 971.1 O <br />.\ \ \ ye/965.7 <br />74 0 \ 4 \ �� 6 x 9 6 <br />\ \ x 979.5 � ° x 969.4 965.5 <br />\ x 982.8 \ � \ i <br />977.8 a a� � �\ <br />cD <br />x 985.2 x 985.5 \ \ 974.7 ° °74.3 x 972.8\9 <br />965.0 <br />987.8 \ x 976.9\ ° <br />\ 11 \ 2\ x <br />. <br />\\ <br />\ .5 \ \ \ \ \ x68 <br />O \ \ \ 1 x 975.4 1 . <br />1 x 751 x 972 6 \ x 5 <br />I� <br />988.0 I \ \ \ \ � ° \ <br />\ \ 1 1 / 9641 \ 964.6 <br />� ` 975.7 � \ <br />\ x 985.8 x 984.4 x 981.5 ° o x 974.8 ?4, gW\ x71. <br />\NO x 986.3 x 986.9 i \ \ I fig) / 975.4 975.2 973.7 � / \ \ 963.3 \ \ <br />- I \ x 97$,8 / '� BW 9 .7 x 969.4 \ \ 964.2 <br />d \ \ \ x 976.5 �I �\ \ x 9\.3� \ �� <br />988.2 N V \ V ° ° ° _ -97.9 <br />\ x 976.3 976.6 O J x 9 /6.2� T ELL \ \ <br />TN�9, <br />\ � S � BW ® x 96.,5 <br />O I x 97� 7 1 ° 76.5 O 972.0 9 •6 968. \ <br />Z \ \ \ \\ l 1 x 976.8 <br />/ x 983.2 I x 976.7 1 °_i ° 976,6 �/T 75.3 � IN IS'\ \� <br />976.7 Y gW k� 8.8 <br />I x 87 4 <br />x 987.6 \ \ \ <br />x\ 80.3 \ x 976.9 ° 978_0 TW 975.1 971.7 \ x 964.7 `9' 963.9 <br />/ x 980.5 77.0 ` 77.8 \ 978.0 \ BW I I x 967. rrQ a 963.9 <br />/ / x 989.7 �I \ \ 977.6° x 969.2 O] <br />98.4 I / x 9 0.2 I I x 977.0 a ° 97B.79> 976.85M 971.3x / s 963.8 <br />rn a ° 2 / 978.6 ; �� TW 4� 970.7 961.6 963.7 <br />x 9 7.6 <br />_X-9- $9.7 I 9 2.0 N 977.7 OOV / <br />/ 1 S \ Q/ 74. / / <br />--- / I� I I 8\ %/ /� \ 78� S % fix/ 9722 / ((( \ <br />FND �_ 684 x 980.8 7 \ 963.7 <br />- - 987.1 / I � x 977.8 / /24.2 78.1 8.0 N / 72 5' O <br />I M 990.1 - // O x12.0 5 TW / \ <br />10 ` / Co I^� �/ GFE= / 977.7 !Jx UI / TW 19.8 963.6 <br />9 8.3 / x 98 .6 ° 978.2 /M 7 W / ��F� 971.1 969X0068.9 J. 967.9 / 4� <br />I / xc989.6 / 1 1 x G�RgG / � �// gg0. 9.4 / v <br />/ l I x 5 F 1 B x 965.8 <br />x 087.8 '5x 983.6 \ `5\ x 978.0 F % 978.`�ALKO DENOE T 8 / x 964.2 I f1 <br />\ �INIER R 9 S STREE 969.2 <br />�_ \ <br />990.0 Q / \ 9779 462 ST' AND WOE=� 969.3 x 967.5 I I <br />/---_x\ <br />1 I � xg8q�6 I / I I \ X978.0 969.6 x(968.1 I / 964.2 <br />\ -98 Q � / ASH 24"" 982.3 977.8 8 0 3 x x 968.5 i / \ <br />\ �x x 969.1 _,� � <br />�y 987.9 / / I \ 983.2 1 \ �s 978.1 977.7 x 967.5 I x 65.3 964.2 <br />988. I <br />x 990.0 989.7 x 984.8 I 1 TW976. % W x 968.5 50.8 / 964.3 <br />/ 1 / gg (x 967.9 <br />Ix 983.7 1 ` / N ov / 19.5 9E9.0----- ---- <br />-p, /71.7x ---------- \ � 976.2 � BW N I 964.6 <br />I / I x 983.0 1 \ x 97 .4� gW 14 �j �� 971.9 TW971.2 969.0 x 967. <br />g <br />I x 979. / T 972.4 ' TW x 9(68.2 6 964.6 \\ <br />x 987.8 x 989.8 I �� Ix 981.9 \ 972.2 � 11.0 � <br />987.8 \ / I / / TW 973. 973.OW SCRECH 72 2 971.0 970.5 969.3 <br />I BW � s N <br />x 984.7�m x 983.4 \ x`972.0 POR x I I o O <br />x 973.8 \ \t <br />` \ <br />xg\8C <br />g CK J <br />/ 982.8 97�1.o DE \ <br />964.7 <br />6' 6'O <br />- O <br />/ / I \ 971.6 x 970.7 97 0.0 \ <br />9x 87.4 \ \ \ x 973.0 1.9 <br />9 65 <br />\ � 971 972.� x <br />0 \ . \ <br />�/ / j x 984.9 I x 979.7 <br />1 \ / / <br />987.3 /x-985. \ I I x 977. \ \ x 970.5 \ \ <br />�S ` ` \ x 971.0 \ 964.8 <br />x 985.1 x 981.3 I \ x 971.4 x 970.��7 1 <br />ON \i �� I -_ 10.... x 967. <br />i 3j, fA / x 979.3 <br />s 974.1 \9 <br />c5� O l / �2� 970.2 \ x 96f.2 964.8 <br />/ \ x 971.3 \ \ <br />DO / \ / x 983.4 / x 9' 6.4 - \ x 972.2 x 967.7 \ 964.9 <br />/ \ > \ 964.7 <br />\ � � / x 986.6 / 977.2 � � x 973.2 \ <br />974.8 x 969.9 \ <br />986.7 x 178.2 \ \ 970.5 x \ x 9 6 1 � RIP 53642 / <br />,983.5 / x 977. 975.1 I 963.9 <br />r / 6 _ <br />986.4 �. \ x 983.5 I 977. PAVER PATIO 974.7 x 971.5 x 969.8 \X 967.6 6� ��� <br />\ o <br />976.7 x 975.3 974.7 1 x 972/ l) \ x 966.3 � ■ <br />x 981.5 <br />977.3 / x 973.2 �c 967.9 <br />\ / x 979.8 x 977.6 975.2 974.9 / x 970.1 <br />\ x 983.3 977.3/ / x 970.4 x 966.9 <br />986.0 D T x 969.0 5 <br />\ \ / x 981.7 / ASH 26"" 976.0 / / BLOCK 61\ \ \ <br />x 974.7 I <br />978.1 x 971.8 x 971.2 r x 968.5 \ <br />\\ \ 1 \ <br />\ x 978.9 ( x 976.8 I <br />985.5 x 972.4 I x 97414ASH 0���� LOT 15 x 969.8 �x 968.0 <br />X 970.4 x 969.4 <br />981.3 cc f \ <br />4 .\� x 969.8 <br />x \ I <br />--\, <br />\ 976.0 \\ \972.1 x 971.3 x / �� \ <br />\ 1 970.I-� `= 969.9 <br />\ 85.2 � � \ x 970.6 x`970.1 � I <br />\9 x 974.7 x 973.2 1 <br />g \ \ � x 980 ,6\ \ \ <br />849 \ \ \ x 976.7 \ 1 x 970.7 \ \ I <br />\ \ \ x 972.0 <br />973.3 x 971.3 x 970.9 x 970.6 <br />x 84.6\ <br />/ \ ' 84.2 <br />ASH 16"" <br />972.4 I <br />/ 983.5 \ \ \ \ \ \ \ \ <br />982.9 <br />ASH 2011" \ I <br />982. A \ \ \ \ I <br />\SPR �" \ <br />982.0 �J^�o \ \ \ W975.2 \ \ \ I <br />a \ \ \ <br />981.5 3Q6S \ \\ \\ <br />981.2\ <br />( ASW. 18 <br />\ 980.7 \ \ (\--� 976.2 \ \ I <br />980.1 \ \ \ \ <br />\�\ <br />79.7 \ <br />979.2 <br />978.7 \ � v <br />\\ I <br />978.2 <br />N <br />co <br />N <br />N <br />N <br />N <br />O <br />Z <br />'I A <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 />13) Benchmark: CPIP 981 @ Lot 15, Block 3, LAKEVIEW OF ORONO = 976.18 Feet <br />Proposed Elevations -Side Walkout <br />Proposed Garage Floor Elevation <br />= 978.2 <br />Proposed Top of Foundation Elevation <br />= 978.5 <br />Proposed First Floor Elevation <br />= 980.1 <br />Proposed Top of Lookout Opening Elevation <br />= 972.7 <br />Proposed Basement Floor Elevation <br />= 969.5 <br />FFE <br />FIRST FLOOR ELEVATION <br />• <br />IRON PIPE MONUMENT FOUND <br />G <br />GUY WIRE <br />GFE <br />GARAGE FLOOR ELEVATION <br />X <br />DRILL HOLE FOUND <br />DESCRIPTION OF PROPERTY SURVEYED <br />O W <br />TOF <br />TOP OF FOUNDATION ELEV. <br />X <br />CHISELED "X" MONUMENT SET <br />EEI <br />LIFT STATION <br />LOE <br />LOWEST OPENING ELEV. <br />X <br />J <br />O Z of <br />(S) <br />SANITARY MANHOLE <br />CONCRETE <br />REBAR MONUMENT FOUND <br />® <br />SANITARY CLEANOUT <br />Lot 15, Block 3, LAKEVIEW OF ORONO, according to the recorded plat therof, Hennepin County, Minnesotaa <br />c~n < - <br />PK NAIL MONUMENT SET <br />sT <br />STORM MANHOLE <br />BUILDING SETBACK LINE <br />A <br />PK NAIL MONUMENT FOUND <br />® <br />STORM DRAIN <br />0 <br />CABLE TV <br />O <br />PK NAIL W/ ALUMINUM DISC <br />® <br />CATCH BASIN <br />CONCRETE CURB <br />Z�, <br />SURVEY CONTROL POINT <br />4 <br />FLARED END SECTION <br />-960 <br />_ _ CONTOUR EXISTING <br />❑A <br />A/C UNIT <br />TREE CONIFEROUS <br />9so CONTOUR PROPOSED <br />STANDARD NOTES <br />5 0 of w <br />J <br />GUARD RAIL <br />❑E <br />ELECTRIC TRANSFORMER <br />TREE CONIFEROUS REMOVED <br />DT <br />W CO <br />0 H m ::) <br />OE <br />n <br />TREE DECIDUOUS REMOVED <br />ELc <br />ELECTRIC UNDERGROUND <br />EO <br />ELECTRIC METER <br />1) Site Address: 4625 St. Andrews Street, Orono, Minnesota 55391 <br />d <br />= Q <br />w o <br />Z <br />Q <br />■ <br />ELECTRIC OUTLET <br />❑T <br />TELEPHONE PEDESTAL <br />Fo <br />FIBER OPTIC UNDERGROUND <br />0 <br />=Z)Q� <br />N <br />ZO <br />GAS- <br />GAS UNDERGROUND <br />LIGHT POLE <br />0 <br />UTILITY PEDESTAL <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 />OVERHEAD UTILITY <br />FIBER OPTIC MANHOLE <br />❑v <br />UTILITY VAULT <br />TREE LINE <br />FIRE DEPT. HOOK UP <br />OW <br />LLO z U) w <br />J <br />> <br />Q <br />FLAG POLE <br />• <br />WATER METER <br />,> <br />STORM SEWER <br />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 />z P:Z d <br />c& <br />Z <br />TEL <br />TELEPHONE UNDERGROUND <br />ET <br />FUEL TANK <br />0 <br />WELL <br />27053CO285F, effective date of 11/04/2016. <br />O <br />PT <br />PROPANE TANK <br />MONITORING WELL <br />ITL <br />UTILITY UNDERGROUND <br />© <br />GAS METER <br />m <br />¢ofZQ W <br />I <br />IL <br />GAS VALVE <br />D4 <br />GATE VALVE <br />TRAFFIC SIGNAL <br />4) Parcel Area Information: Gross Area: 87,200.73 s.f. - 2.00 acres <br />20 -o j <br />>_ _J <br />'C" <br />HYDRANT <br />RAILROAD TRACKS <br />GENERATOR <br />ITRv <br />IRRIGATION VALVE <br />$ <br />O <br />LLw2H <br />- <br />GUARD POST <br />Piv <br />POST INDICATOR VALVE <br />0- <br />RAILROAD SWITCH <br />0 <br />HAND HOLE <br />5) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: Y 117 RESET which has an elevation of: 1013.666 feet (NAVD88). <br />Z Q W O Q <br />0 <br />SATELLITE DISH <br />0 <br />MAIL BOX <br />sB <br />SOIL BORING <br />a <br />WETLAND BUFFER SIGN <br />LL w = <br />0 <br />GRADING ASBUILT ELEVATION <br />X972.5 FOUNDATION ASBUILT ELEVATION <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 />_ <br />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 />U R _J cD W <br />= J <br />of October 10th, 2018 and are as follows: <br />Q <br />w <br />Principal Structure Setbacks - Street(s): 50 feet (St. Andrews Street) <br />>��_� <br />> W Z W <br />w <br />w <br />Side: 30 feet <br />0 X w W 0Q <br />Q <br />Rear: 50 feet <br />(n Z) W H <br />Height: 30 feet <br />o Uz H W Z) <br />Hardcover: 35 percent of lot area ( Tier 3 per City of Orono Stormwater Quality Overlay District Map) <br />Q V W <br />ZU)~Zln <br />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 />C01 w UJ <br />= <br />m <br />m <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 />m O <br />site. All setback information and hardcover data for planning and design must be verified by designers, architect or the likes. <br />m Z O _J <br />cn00 <br />�ofwWcn <br />o=�mw <br />O <br />H uj (9 <br />Z <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 />Z U _ 2 <br />property that 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 />>- z Q o <br />mapped area, therefore extreme caution must be exercised before any excavation takes place on or near this site. Before digging, you are required bylaw to <br />OU 00 U) W <br />notify Gopher State One Call at least 48 hours in advance at 651/454-0002. <br />0 � Z }} O <br />Q Q O J W <br />W <br />Y <br />W <br />8) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage. <br />W -J P N Fn co <br />p <br />o <br />m <br />w <br />U <br />Q <br />°D <br />) in- Z Z <br />W <br />'J <br />9) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction. <br />w 0 a d <br />LL <br />cntrZ)ww <br />Z d ¢ Of Y <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 />13) Benchmark: CPIP 981 @ Lot 15, Block 3, LAKEVIEW OF ORONO = 976.18 Feet <br />Proposed Elevations -Side Walkout <br />Proposed Garage Floor Elevation <br />= 978.2 <br />Proposed Top of Foundation Elevation <br />= 978.5 <br />Proposed First Floor Elevation <br />= 980.1 <br />Proposed Top of Lookout Opening Elevation <br />= 972.7 <br />Proposed Basement Floor Elevation <br />= 969.5 <br />Asbuilt Elevations <br />Asbuilt Garage Floor Elevation <br />= 978.2 <br />Asbuilt First Floor Elevation <br />= 980.1 <br />Asbuilt Top of Foundation Elevation <br />= 978.5 <br />Asbuilt Basement Floor Elevation <br />= 969.6 <br />Asbuilt Lookout Opening Elevation <br />= 972.6 <br />I hereby certify that this survey, plan or report was prepared by me or under my direct <br />supervision and that I am a duly Licensed Land Surveyor under the laws of the State of <br />Minnesota. <br />Dated this 17th day of November, 2021. <br />Daniel L. Schmidt, PLS Minnesota License No. 26147 <br />schmidt@sathre.com <br />DRAINAGE AND UTILITY EASEMENTS ARE SHOWN <br />HEREON FROM RECORDED PLAT AND <br />LABELED AS SHOWN <br />Bearings are based on the Hennepin County <br />Coordinate System (NAD 83 - 1986 adj.) <br />20 10 0 10 20 40 <br />SCALE IN FEET <br />SURVEY LEGEND <br />Q <br />CAST IRON MONUMENT <br />® <br />PIEZOMETER <br />WOE <br />WALKOUT ELEVATION <br />• <br />IRON PIPE MONUMENT SET <br />cC1) <br />POWER POLE <br />FFE <br />FIRST FLOOR ELEVATION <br />• <br />IRON PIPE MONUMENT FOUND <br />G <br />GUY WIRE <br />GFE <br />GARAGE FLOOR ELEVATION <br />X <br />DRILL HOLE FOUND <br />RD <br />ROOF DRAIN <br />TOF <br />TOP OF FOUNDATION ELEV. <br />X <br />CHISELED "X" MONUMENT SET <br />EEI <br />LIFT STATION <br />LOE <br />LOWEST OPENING ELEV. <br />X <br />CHISELED "X" MONUMENT FOUND <br />(S) <br />SANITARY MANHOLE <br />CONCRETE <br />REBAR MONUMENT FOUND <br />® <br />SANITARY CLEANOUT <br />BITUMINOUS <br />PK NAIL MONUMENT SET <br />sT <br />STORM MANHOLE <br />BUILDING SETBACK LINE <br />A <br />PK NAIL MONUMENT FOUND <br />® <br />STORM DRAIN <br />CTv <br />CABLE TV <br />O <br />PK NAIL W/ ALUMINUM DISC <br />® <br />CATCH BASIN <br />CONCRETE CURB <br />Z�, <br />SURVEY CONTROL POINT <br />4 <br />FLARED END SECTION <br />-960 <br />_ _ CONTOUR EXISTING <br />❑A <br />A/C UNIT <br />TREE CONIFEROUS <br />9so CONTOUR PROPOSED <br />© <br />CABLE TV PEDESTAL <br />TREE DECIDUOUS <br />GUARD RAIL <br />❑E <br />ELECTRIC TRANSFORMER <br />TREE CONIFEROUS REMOVED <br />DT <br />DRAIN TILE <br />OE <br />ELECTRIC MANHOLE <br />TREE DECIDUOUS REMOVED <br />ELc <br />ELECTRIC UNDERGROUND <br />EO <br />ELECTRIC METER <br />OT <br />TELEPHONE MANHOLE <br />-X-X- <br />FENCE <br />■ <br />ELECTRIC OUTLET <br />❑T <br />TELEPHONE PEDESTAL <br />Fo <br />FIBER OPTIC UNDERGROUND <br />0 <br />YARD LIGHT <br />O <br />UTILITY MANHOLE <br />GAS- <br />GAS UNDERGROUND <br />LIGHT POLE <br />0 <br />UTILITY PEDESTAL <br />OHI <br />OVERHEAD UTILITY <br />FIBER OPTIC MANHOLE <br />❑v <br />UTILITY VAULT <br />TREE LINE <br />FIRE DEPT. HOOK UP <br />OW <br />WATERMAIN MANHOLE <br />> <br />SANITARY SEWER <br />FLAG POLE <br />• <br />WATER METER <br />,> <br />STORM SEWER <br />FUEL PUMP <br />c& <br />WATER SPIGOT <br />TEL <br />TELEPHONE UNDERGROUND <br />ET <br />FUEL TANK <br />0 <br />WELL <br />RETAINING WALL <br />PT <br />PROPANE TANK <br />MONITORING WELL <br />ITL <br />UTILITY UNDERGROUND <br />© <br />GAS METER <br />m <br />CURB STOP <br />I <br />WATERMAIN <br />GAS VALVE <br />D4 <br />GATE VALVE <br />TRAFFIC SIGNAL <br />• <br />GAS MANHOLE <br />'C" <br />HYDRANT <br />RAILROAD TRACKS <br />GENERATOR <br />ITRv <br />IRRIGATION VALVE <br />$ <br />RAILROAD SIGNAL <br />- <br />GUARD POST <br />Piv <br />POST INDICATOR VALVE <br />0- <br />RAILROAD SWITCH <br />0 <br />HAND HOLE <br />SIGN <br />0 <br />SATELLITE DISH <br />0 <br />MAIL BOX <br />sB <br />SOIL BORING <br />a <br />WETLAND BUFFER SIGN <br />X972.5 <br />GRADING ASBUILT ELEVATION <br />X972.5 FOUNDATION ASBUILT ELEVATION <br />i <br />�0 <br />V <br />MW <br />W <br />W <br />2 <br />VJ <br />CD <br />0 <br />CD <br />N <br />LO <br />rn <br />LO <br />Z <br />Q <br />Q <br />N <br />Q <br />Q <br />o� <br />Q O <br />O U <br />mLU <br />� <br />� Q <br />0 � <br />O 3: <br />o <br />LO <br />TWP.117 - RGE.23 - SEC.07 <br />Project City: Orono <br />Hennepin County <br />FILE NO.: 31380-030 <br />Sheet 1 of 1 <br />