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FIELD CREW <br />Lake <br />DRAWN <br />DBP <br />CHECKED <br />EJW <br />DATE <br />11/20/19 <br />DESCRIPTION OF PROPERTY SURVEYED <br />A certain tract or parcel of land in Hennepin County, in the state of Minnesota, described as follows: That part of Government Lot 1, Section 8, <br />Township 117 North, Range 23 West of the 5th Principal Meridian, Hennepin county, Minnesota, described as follows: Beginning at Meander Corner <br />No. 57 on the south side of Maxwell Bay in the east line of said Section 8; thence South on the east line of said Section 8, 376.35 feet; thence West at <br />right angles 455.3 feet to the actual point of beginning of the tract to be described; thence continuing due West 68 feet; thence due North 160.7 feet <br />more or less to the southerly shore of Maxwell Bay; thence northeasterly along the southerly shore of Maxwell Bay to a point in a line drawn due <br />North from the actual point of beginning; thence due South 183.7 feet more or less to the actual point of beginning. For the purposes of this <br />description the east line of said Section 8 is considered to be a due North and South line. Together with a driveway easement filed as Document NO. <br />3045644 and easement for water services filed as Document No. 2838702, Hennepin County, Minnesota. <br />* The Meander Corner listed in Warranty Deed Doc. No. 10248805 listed as No. 17 is incorrect. It should be Meander Corner No.57. <br />**Document No. 2838702 does not reflect a water services easement. <br />STANDARD NOTES <br />1) Site Address: 3262 North Shore Drive, Orono, MN 55391 <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 <br />denoted hereon. <br />3) Flood Zone Information: X (area determined to be outside of the 0.2% annual chance floodplain) and Zone AE (Areas subject to inundation <br />by the 1 -percent -annual -chance flood event determined by detailed methods. Base Flood Elevations (BFEs) are shown. Mandatory flood <br />insurance purchase requirements and floodplain management standards apply.) per Flood Insurance Rate Map, Community Panel No. <br />27053C0303F, effective date of November 4, 2016. <br />4) Parcel Area Information: Gross Area: 11,540± s.f. - 0.265± acres (as measured to Ordinary High Water line) <br />5) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: 2713F which has an elevation of 979.61feet (NGVD29). <br />6) Zoning Information: The current Zoning for the subject property is LR -1C-1 (One Family Lakeshore Residential Subdistrict - 2 acre) per the <br />City of Orono's zoning map dated November 2018. <br />Principal Structure Setbacks - Street(s): 30 feet (North Shore Drive) <br />Side: 7.5 feet <br />Lake: 75 feet (From Ordinary High Water Line) + Average Line Setback <br />Height: 30 feet <br />Hardcover: 25 percent of lot area <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 <br />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. All setback information and hardcover data for planning and design must be verified by <br />designers, architect or the likes. <br />We have not received the current zoning classification and building setback requirements from the insurer. <br />7) 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 may or <br />may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place on or near <br />this site. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. <br />Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. <br />8) No title commitment was provided for this survey. <br />Proposed Elevations <br />Proposed Garage Floor Elevation = 935.0 <br />Proposed Slab Elevation = 935.5 <br />Proposed Screen Porch Elevation = 935.0 <br />Asbuilt Elevations <br />Asbuilt Garage Floor Elevation = 935.1 <br />Asbuilt First Floor Elevation = 935.4 <br />Asbuilt Walkout Floor Elevation = 935.3 <br />Asbuilt Hardcover <br />Lot Area = <br />LAKE MINNETONKA <br />® House Area = <br />1,938 S.F. <br />® Driveway Area = <br />581 S.F. <br />© Stoop Area = <br />MAXWELL BAY <br />® Sidewalk Area = <br />61 S.F. <br />® Cone. Pad Area = <br />8 S.F. <br />Q Paver Patio Area = <br />EDGE OF WATER LOCATED ON 11/07/19 <br />Q Screen Porch Area = <br />190 S.F. <br />Total Area = <br />3,079 S.F. <br />Coverage = 26.68% <br />WATER ELEVATION: 929.0± FEET <br />ROOF DRAIN <br />I <br />TOP OF FOUNDATION ELEV. <br />X <br />� <br />/ ORDINARY HIGH WATER ELEVATION 929.4 FEET (NGVD29) <br />C <br />LOE <br />LOWEST OPENING ELEV. <br />/X/ <br />CHISELED "X" MONUMENT FOUND <br />Q <br />SANITARY MANHOLE <br />a CONCRETE <br />E <br />REBAR MONUMENT FOUND <br />I <br />SANITARY CLEANOUT <br />I <br />BITUMINOUS <br />N <br />N <br />STORM MANHOLE <br />x <br />x 932.0 932.1 <br />BUILDING SETBACK LINE <br />I <br />O <br />® <br />STORM DRAIN <br />CTv <br />S�FEMP <br />® <br />PK NAIL W/ ALUMINUM DISC <br />® <br />CATCH BASIN <br />Y <br />S <br />93 1 L\NE <br />i D <br />SURVEY CONTROL POINT <br />4 <br />FLARED END SECTION <br />C <br />_ CONTOUR EXISTING <br />❑A <br />x 932.3 -�� F�QO <br />M <br />A <br />9so <br />CONTOUR PROPOSED <br />© <br />A <br />/ 932.8 <br />TREE DECIDUOUS <br />- <br />-o- GUARD RAIL <br />P <br />E <br />/ <br />\ E , 932.4 <br />9371 , " <br />DT <br />DRAIN TILE <br />V <br />ELECTRIC MANHOLE <br />TREE DECIDUOUS REMOVED <br />x 932\9 <br />\\ N� RVEY LINE <br />ELECTRIC UNDERGROUND <br />OE <br />ELECTRIC METER <br />O <br />TELEPHONE MANHOLE <br />-X-X- <br />-9 <br />5 <br />m <br />ELECTRIC OUTLET <br />, <br />FO <br />FIBER OPTIC UNDERGROUND <br />3 \ <br />/ <br />YARD LIGHT <br />Q <br />UTILITY MANHOLE <br />\ <br />GAS UNDERGROUND <br />932.2 <br />33.3 \ <br />U❑ <br />UTILITY PEDESTAL <br />OHu <br />1 <br />I <br />FIBER OPTIC MANHOLE <br />x 932.9 x 932.6 <br />UTILITY VAULT <br />m <br />bl <br />FIRE DEPT. HOOK UP <br />Q <br />x 933.4 1(933.0 932. <br />> <br />SANITARY SEWER <br />> <br />o <br />FLAG POLE <br />0 <br />WATER METER <br />/ g3� <br />STORM SEWER <br />❑ <br />M <br />M <br />-0- <br />WATER SPIGOT <br />TEL <br />TELEPHONE UNDERGROUND <br />Ell <br />FUEL TANK <br />0 <br />WELL <br />RETAINING WALL <br />933.0 x 932.9 <br />PROPANE TANK <br />Mw <br />O <br />UTL <br />�- <br />© <br />x <br />933.1 933.2 Po�U 932.5 <br />Pry- <br />m <br />CURB STOP <br />Z <br />WATERMAIN <br />D4 <br />GAS VALVE <br />x 933.1 x U� - -- <br />15'N <br />GATE VALVE <br />m <br />0 <br />GAS MANHOLE <br />\ I 11 <br />111111114 <br />RAILROAD TRACKS <br />Z <br />w <br />FIR--vl <br />IRRIGATION VALVE <br />\\ 933.7 x x AD- Co <br />RAILROAD SIGNAL <br />cn <br />PIv <br />933.4 xx <br />x 933.2 933.7 \ tv 1 C' �<v <br />x 34.1 g34x 934.0 Q <br />RAILROAD SWITCH <br />0 <br />J <br />SIGN <br />- ��y x x <br />\ \\ 933.1 <br />0 <br />00 <br />se <br />CL <br />+ <br />933.9x <br />9X4.4 934.6 \ 934.3x \ 934.0 <br />x 93 .6 7 \ 9345 Orai3 <br />/4 <br />3 934ft934.89 <br />00 <br />n <br />4.17' <br />in o <br />' <br />-7 <br />/ 934.7 <br />34.815.2934.6 <br />931:4 <br />932.5 <br />- <br />L0 <br />@ Lr <br />I 1 <br />C <br />°9X4.8SCREENN <br />933.9o <br />934.2 x <br />934.09 4. <br />PORCH`W <br />34.8 <br />10 <br />X32.7 <br />O w <br />L - <br />4> 50.0 <br />4 <br />934.3 <br />cD <br />< I <br />- <br />- WOE= <br />935.3 <br />_ <br />o <br />0 <br />_ J <br />( <br />rnxIx <br />0O <br />Cn w934.x <br />1 <br />o EXISTING HOUSE <br />2.8 <br />- <br />0 3262 NORTH SHORE QR. <br />W <br />Z <br />933.9x <br />x 0 © <br />I W <br />O <br />`01 FFE= <br />r �I <br />O <br />' 935.4 <br />1 <br />I <br />C <br />26.0 <br />o <br />4.9 <br />09341g <br />932.9 <br />933.7 <br />934.1 <br />M g <br />co 935.1 <br />STO <br />935.1 <br />/ <br />9388 <br />G, <br />w 35 <br />935.0 93 .I ' <br />x 9z X9 <br />34.8 IRI <br />933.0 <br />933.9 <br />n <br />Jx <br />35.0 <br />- <br />7.5x - N <br />�s 5 <br />9 S1J <br />D9_5iii� <br />n35,0 935.0 <br />c <br />q <br />1932.9 <br />,9 GFE= <br />935.1 <br />34.9 ., 934.8 <br />'CA, <br />4.5x Pp33.81 <br />EXISTING HOUSE <br />93�. 24 0 5 <br />35.0 <br />. 934.9 <br />933.6 <br />_ J <br />- J <br />933.9 <br />x 5. <br />Q <br />�� <br />T9,5�.7 <br />x`34.3 <br />1\ <br />LIJ <br />93.7 I <br />934.9 \ <br />33,8 <br />932.8 <br />933.7 <br />x x 934. <br />34 834.93 <br />x \\ <br />x 9 5J <br />1934.4 <br />9-,3 4..'8', 35,2 <br />�ytk <br />934.6x '934.5 \ �c 934.2 <br />934.4 <br />i <br />x 934.51 ® �_ <br />2 B; 934.0 <br />q <br />x 33--64/ <br />2.7. <br />< <br />933.6 <br />x 933.9 934.4., <br />\ i 83 <br />o X933.5 <br />`900 <br />> <br />- <br />x 934.3-934- - 34.o .5 �� <br />933.7- / I x 933.5 9 x 9 <br />0 <br />0" <br />933.4 <br />x 933.8 i 5 ), <br />933.3 __ 9R �r9�•5 933. ° <br />' <br />933.3 <br />\� <br />S89°43'55"E <br />455.30 - <br />1 <br />i <br />- <br />933.2 x <br />x <br />03. I <br />\ <br />/ <br />932.6 68.009 3,1 15.00 <br />\�\\ <br />I <br />N89043'55"W L �9 <br />:) <br />I oo <br />O' \ <br />\ <br />r YJ <br />\ <br />O <br />I <br />. <br />LnLn <br />Ln <br />1 <br />QQo <br />c <br />o <br />0 <br />z <br />1 <br />POB #4-- <br />I <br />\I <br />I <br />1 <br />1 <br />0o <br />/� <br />I <br />Lri <br />w <br />U <br />m< <br />. <br />w <br />0 <br />o <br />' <br />J <br />LLJ <br />> <br />O <br />O <br />< <br />Z <br />.. . <br />d ' <br />OD I <br />� <br />O I <br />rJ I <br />O <br />Z I <br />U I <br />O <br />`- LINE 523.3 <br />FEET WEST OF z <br />EAST LINE OF <br />GOVT LOT 1 <br />L'i N I <br />N <br />N� <br />Q <br />V <br />CP <br />�- N89°43'56"W 51.94 CP <br />FIELD CREW <br />Lake <br />DRAWN <br />DBP <br />CHECKED <br />EJW <br />DATE <br />11/20/19 <br />DESCRIPTION OF PROPERTY SURVEYED <br />A certain tract or parcel of land in Hennepin County, in the state of Minnesota, described as follows: That part of Government Lot 1, Section 8, <br />Township 117 North, Range 23 West of the 5th Principal Meridian, Hennepin county, Minnesota, described as follows: Beginning at Meander Corner <br />No. 57 on the south side of Maxwell Bay in the east line of said Section 8; thence South on the east line of said Section 8, 376.35 feet; thence West at <br />right angles 455.3 feet to the actual point of beginning of the tract to be described; thence continuing due West 68 feet; thence due North 160.7 feet <br />more or less to the southerly shore of Maxwell Bay; thence northeasterly along the southerly shore of Maxwell Bay to a point in a line drawn due <br />North from the actual point of beginning; thence due South 183.7 feet more or less to the actual point of beginning. For the purposes of this <br />description the east line of said Section 8 is considered to be a due North and South line. Together with a driveway easement filed as Document NO. <br />3045644 and easement for water services filed as Document No. 2838702, Hennepin County, Minnesota. <br />* The Meander Corner listed in Warranty Deed Doc. No. 10248805 listed as No. 17 is incorrect. It should be Meander Corner No.57. <br />**Document No. 2838702 does not reflect a water services easement. <br />STANDARD NOTES <br />1) Site Address: 3262 North Shore Drive, Orono, MN 55391 <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 <br />denoted hereon. <br />3) Flood Zone Information: X (area determined to be outside of the 0.2% annual chance floodplain) and Zone AE (Areas subject to inundation <br />by the 1 -percent -annual -chance flood event determined by detailed methods. Base Flood Elevations (BFEs) are shown. Mandatory flood <br />insurance purchase requirements and floodplain management standards apply.) per Flood Insurance Rate Map, Community Panel No. <br />27053C0303F, effective date of November 4, 2016. <br />4) Parcel Area Information: Gross Area: 11,540± s.f. - 0.265± acres (as measured to Ordinary High Water line) <br />5) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: 2713F which has an elevation of 979.61feet (NGVD29). <br />6) Zoning Information: The current Zoning for the subject property is LR -1C-1 (One Family Lakeshore Residential Subdistrict - 2 acre) per the <br />City of Orono's zoning map dated November 2018. <br />Principal Structure Setbacks - Street(s): 30 feet (North Shore Drive) <br />Side: 7.5 feet <br />Lake: 75 feet (From Ordinary High Water Line) + Average Line Setback <br />Height: 30 feet <br />Hardcover: 25 percent of lot area <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 <br />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. All setback information and hardcover data for planning and design must be verified by <br />designers, architect or the likes. <br />We have not received the current zoning classification and building setback requirements from the insurer. <br />7) 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 may or <br />may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place on or near <br />this site. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. <br />Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. <br />8) No title commitment was provided for this survey. <br />Proposed Elevations <br />Proposed Garage Floor Elevation = 935.0 <br />Proposed Slab Elevation = 935.5 <br />Proposed Screen Porch Elevation = 935.0 <br />Asbuilt Elevations <br />Asbuilt Garage Floor Elevation = 935.1 <br />Asbuilt First Floor Elevation = 935.4 <br />Asbuilt Walkout Floor Elevation = 935.3 <br />Asbuilt Hardcover <br />Lot Area = <br />11,540 S.F. <br />® House Area = <br />1,938 S.F. <br />® Driveway Area = <br />581 S.F. <br />© Stoop Area = <br />42 S.F. <br />® Sidewalk Area = <br />61 S.F. <br />® Cone. Pad Area = <br />8 S.F. <br />Q Paver Patio Area = <br />259 S.F. (-100 s f credit) <br />Q Screen Porch Area = <br />190 S.F. <br />Total Area = <br />3,079 S.F. <br />Coverage = 26.68% <br />RD <br />I, 2'/- <br />x <br />� I <br />m x <br />Fence ties are shown on the <br />M o S I D J side of the boundary line that <br />�i x�� the fence is located on. <br />I- 4'/- <br />/ x <br />I hereby certify that this survey, plan, or report was prepared by me or <br />under my direct supervision and that I am a duly Licensed Land Surveyor <br />under the laws of the State of Minnesota. <br />Dated this 13th day of July, 2021. <br />Daniel L. Schmidt, PLS Minnesota License No. 26147 <br />schmidt@sathre.com <br />S <br />S�R� SATH RE <br />© <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/OR <br />JJA <br />6/11/2020 <br />Remove average line setback <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 />JRS 9/9/2020 HOUSE STAKEOUT <br />JRS 9/29/2020 FOUNDATION ASBUILT <br />JRS 7/13/2021 GRADING ASBUILT (AT) <br />JRS 7/27/2021 UPDATED HARDCOVER CALCULATIONS <br />JRS 9/30/2021 REVISED DW & ADDED DRAINTILE INFO <br />IRON PIPE MONUMENT FOUND <br />G <br />e <br />y North <br />RESULTING FROM ILLEGITIMATE USE. <br />S <br />S�R� SATH RE <br />© <br />'0 BERGQUIST <br />UJ / <br />co - INC. <br />O <br />m w <br />CO <br />150 SOUTH BROADWAY <br />FRs <br />WAYZATA, MN. 55391 <br />POP <br />FIRST FLOOR ELEVATION <br />(952) 476-6000 <br />Bearings are based on the Hennepin County <br />Coordinate System (NAD 83 - 1986 adI <br />20 10 0 10 20 40 <br />SCALE IN FEET <br />X972.5 GRADING ASBUILT ELEVATION SURVEY L E G E N D <br />CAST IRON MONUMENT <br />© <br />PIEZOMETER <br />WOE <br />WALKOUT ELEVATION <br />O <br />IRON PIPE MONUMENT SET <br />� <br />POWER POLE <br />Noe e berg <br />/ <br />FIRST FLOOR ELEVATION <br />• <br />IRON PIPE MONUMENT FOUND <br />G <br />e <br />y North <br />GFE <br />V <br />)1( <br />DRILL HOLE FOUND <br />RD <br />ROOF DRAIN <br />I <br />TOP OF FOUNDATION ELEV. <br />X <br />� <br />C <br />LOE <br />LOWEST OPENING ELEV. <br />/X/ <br />CHISELED "X" MONUMENT FOUND <br />Q <br />SANITARY MANHOLE <br />a CONCRETE <br />E <br />REBAR MONUMENT FOUND <br />I <br />SANITARY CLEANOUT <br />I <br />BITUMINOUS <br />N <br />N <br />STORM MANHOLE <br />BUILDING SETBACK LINE <br />I <br />O <br />® <br />STORM DRAIN <br />CTv <br />T <br />® <br />PK NAIL W/ ALUMINUM DISC <br />® <br />CATCH BASIN <br />Y <br />S <br />SURVEY CONTROL POINT <br />4 <br />FLARED END SECTION <br />C <br />_ CONTOUR EXISTING <br />❑A <br />A/C UNIT <br />M <br />A <br />9so <br />CONTOUR PROPOSED <br />© <br />A <br />L <br />TREE DECIDUOUS <br />- <br />-o- GUARD RAIL <br />P <br />E <br />i <br />TREE CONIFEROUS REMOVED <br />DT <br />DRAIN TILE <br />V <br />ELECTRIC MANHOLE <br />TREE DECIDUOUS REMOVED <br />ELc <br />X972.5 GRADING ASBUILT ELEVATION SURVEY L E G E N D <br />TWP:117-RGE.23-SEC.08 <br />Hennepin County <br />ORONO, <br />MINNESOTA <br />CERTIFICATE OF SURVEY <br />GRADING ASBUILT <br />PREPARED FOR: <br />ALMA HOMES, INC. <br />FILE NO. <br />37750-008 <br />1 / <br />1 <br />CAST IRON MONUMENT <br />© <br />PIEZOMETER <br />WOE <br />WALKOUT ELEVATION <br />O <br />IRON PIPE MONUMENT SET <br />� <br />POWER POLE <br />FIFE <br />FIRST FLOOR ELEVATION <br />• <br />IRON PIPE MONUMENT FOUND <br />G <br />GUY WIRE <br />GFE <br />GARAGE FLOOR ELEVATION <br />)1( <br />DRILL HOLE FOUND <br />RD <br />ROOF DRAIN <br />TOF <br />TOP OF FOUNDATION ELEV. <br />X <br />CHISELED "X" MONUMENT SET <br />LIFT STATION <br />LOE <br />LOWEST OPENING ELEV. <br />X <br />CHISELED "X" MONUMENT FOUND <br />Q <br />SANITARY MANHOLE <br />a CONCRETE <br />REBAR MONUMENT FOUND <br />® <br />SANITARY CLEANOUT <br />I <br />BITUMINOUS <br />PK NAIL MONUMENT SET <br />0 <br />STORM MANHOLE <br />BUILDING SETBACK LINE <br />A <br />PK NAIL MONUMENT FOUND <br />® <br />STORM DRAIN <br />CTv <br />CABLE TV <br />® <br />PK NAIL W/ ALUMINUM DISC <br />® <br />CATCH BASIN <br />CONCRETE CURB <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 <br />CONTOUR PROPOSED <br />© <br />CABLE TV PEDESTAL <br />TREE DECIDUOUS <br />-o -o -o -o <br />-o- GUARD RAIL <br />❑E <br />ELECTRIC TRANSFORMER <br />i <br />TREE CONIFEROUS REMOVED <br />DT <br />DRAIN TILE <br />V <br />ELECTRIC MANHOLE <br />TREE DECIDUOUS REMOVED <br />ELc <br />ELECTRIC UNDERGROUND <br />OE <br />ELECTRIC METER <br />O <br />TELEPHONE MANHOLE <br />-X-X- <br />FENCE <br />m <br />ELECTRIC OUTLET <br />❑T <br />TELEPHONE PEDESTAL <br />FO <br />FIBER OPTIC UNDERGROUND <br />0 <br />YARD LIGHT <br />Q <br />UTILITY MANHOLE <br />GAS- <br />GAS UNDERGROUND <br />LIGHT POLE <br />U❑ <br />UTILITY PEDESTAL <br />OHu <br />OVERHEAD UTILITY <br />FIBER OPTIC MANHOLE <br />❑v <br />UTILITY VAULT <br />TREE LINE <br />bl <br />FIRE DEPT. HOOK UP <br />Q <br />WATERMAIN MANHOLE <br />> <br />SANITARY SEWER <br />FLAG POLE <br />0 <br />WATER METER <br />» <br />STORM SEWER <br />❑ <br />FUEL PUMP <br />-0- <br />WATER SPIGOT <br />TEL <br />TELEPHONE UNDERGROUND <br />Ell <br />FUEL TANK <br />0 <br />WELL <br />RETAINING WALL <br />PT <br />PROPANE TANK <br />Mw <br />MONITORING WELL <br />UTL <br />UTILITY UNDERGROUND <br />© <br />GAS METER <br />m <br />CURB STOP <br />I <br />WATERMAIN <br />D4 <br />GAS VALVE <br />D4 <br />GATE VALVE <br />TRAFFIC SIGNAL <br />0 <br />GAS MANHOLE <br />HYDRANT <br />111111114 <br />RAILROAD TRACKS <br />cE <br />GENERATOR <br />FIR--vl <br />IRRIGATION VALVE <br />$ <br />RAILROAD SIGNAL <br />GUARD POST <br />PIv <br />POST INDICATOR VALVE <br />C- <br />RAILROAD SWITCH <br />0 <br />HAND HOLE <br />SIGN <br />SATELLITE DISH <br />0 <br />MAIL BOX <br />se <br />SOIL BORING <br />WETLAND BUFFER SIGN <br />TWP:117-RGE.23-SEC.08 <br />Hennepin County <br />ORONO, <br />MINNESOTA <br />CERTIFICATE OF SURVEY <br />GRADING ASBUILT <br />PREPARED FOR: <br />ALMA HOMES, INC. <br />FILE NO. <br />37750-008 <br />1 / <br />1 <br />