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<br />EXIS
<br />>S / HOS
<br />FIELD CREW
<br />NO.
<br />BY
<br />DATE
<br />REVISION
<br />AK
<br />1
<br />TS
<br />3/14/2022
<br />EXISTING CONDITIONS
<br />DRAWN
<br />2
<br />TS
<br />8/4/2022
<br />PROPOSED CONDITIONS
<br />TS
<br />3
<br />TS
<br />8/11/2022
<br />SILT FENCE
<br />CHECKED
<br />4
<br />TS
<br />8/31/2022
<br />CITY NOTES
<br />DLS
<br />5
<br />TS
<br />10/4/2022
<br />HOUSE STAKED
<br />DATE
<br />6
<br />JPR
<br />10/11/2022
<br />FOUNDATION ASBUILT
<br />03/14/2022
<br />7
<br />JRS
<br />6/26/2023
<br />GRADING ASBUILT 6/20/23 (DM)
<br />1^
<br />i r`1 L /
<br />r
<br />1 L
<br />v
<br />DESCRIPTION OF PROPERTY SURVEYED
<br />/ Lot 2, Block 1, FAGERNESS WOODS
<br />Together with a non-exclusive easement across Lot 31 and an exclusive easement over all that part of Lot 31, Coffee's Addition to Shadywood described as follows:
<br />I I Commencing at a point on the East line of said Lot 31, distant 12 feet North of the Southeast comer thereof; thence Northwesterly at an angle of 73 degrees from
<br />said East line, 86 feet to the point of beginning of the easement being described; thence continuing along said Northwesterly line 20 feet; thence deflecting 90
<br />degrees right 40 feet;thence deflecting 90 degrees right 20 feet; thence Southwesterly to the point of beginning as shown in deed Doc. No. 660452;
<br />Subject to drainage and utility easement as shown on plat;
<br />Torrens Certificate No, 1074121
<br />1. Site Address: 1855 Concordia Street, Orono, MN 55391
<br />/ 2. Flood Zone Information: This property appears to lie in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1% annual chance sheet flow
<br />flooding where average depths are less than 1 foot, areas of 1% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or
<br />areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in
<br />/ these zones) per Flood Insurance Rate Map, Community Panel No. 27053C0303E, effective date of September 2nd, 2004.
<br />3. Parcel Area Information: Gross Area: 32,069 s.f. - 0.736 Sq Ft acres
<br />*We do not affirmatively insure the quantity of acreage set forth in the description
<br />4. Site Elevation: Elevations are based on MN/DOT Geodetic Station Name: ELWELL MNDT which has an elevation of 980.36 feet (NAVD88).
<br />5. Zoning Information: The current Zoning for the subject property is LR -1 C (One Family Lakeshore Residential) per the City of Orono's zoning map dated March
<br />x 93 h6 EXISTING 2018. 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 of
<br />o,M HOUSE December 22nd, 2015 and are as follows:
<br />x932.0 1. ,, Principal Structure Setbacks - Front: 30 feet
<br />Side: 10 feet
<br />�.
<br />x920 <, 11 Rear: 30 feet
<br />C,UA Height: 30 feet
<br />N �
<br />8.. \ 931 x932.1 m �I� Hardcover: 25 percent of lot area (Tier 1 Stormwater Quality Overlay District Map)
<br />932.1 x93 x932.6 1 1
<br />!9 , 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 />/ PIN "ryI x93 33 x I f, i 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 />10" site.
<br />�32.0 ?2 , L
<br />931.8 < L
<br />331.8 �\ PIN 511 x933.5 L 44
<br />i
<br />\ _ /932- 932.8 v 6. 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 />x932.0 PIN 5' \ y"s M << property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There mayor may not be underground utilities in the
<br />BLOCK 1 g32.3x 932.6 x932.3 x x933.0 �j'S 2/� 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 />S o Gopher State One Call at least 48 hours in advance at 651/454-0002.
<br />34�9 3 8 ° s 8 .... .
<br />LOT 2 x932.3 �\ 934.1 /St .
<br />x933.2 i b
<br />/ x934.6 x935.835.4 F x936.5 ..... ... .
<br />` 935.Ix / c� x . .
<br />X33.4 x933,5 X93 X36.1 �\ 'O 93s \ Proposed Hardcover Proposed Elevations
<br />� � �/ �• -93 0 Lot Area = 32,069 S.F. Proposed Garage Floor Elevation = 945.3
<br />- X34 24" x935.5 4• i tij� A O ��' ' �� ti °,_ ! _ �3� House Area = 3,340 S.F. Proposed Top of Foundation Elevation = 945.6
<br />4.0 935,7 / Driveway Area = 2,805 S.F. Proposed Basement Floor Elevation = 936.9
<br />/ d obi �\ \\ \\\ /9 0 K x9R \ Sidewalk Area = 211 S.F.
<br />x935.OL�936.0 \\ \ \
<br />X935.9 / / �^`O ���� \ O 9 x939.6 \ x933.4 Conc. Pad Areas = 192 S.F. FOnndatlOn ASbnllt EleVatlOriS
<br />/ 935.8 // \o u?> �3 \ Stoop Area = 140 S.F. Asbuilt Garage Floor Elevation = 944.7 + 0.33 = 945.0 (Not Poured)
<br />,✓ .38\
<br />x36Deck Area 265 S.F. Asbuilt Top of Foundation Elevation = 945.6
<br />937.0 936 9R� / ry \\ 9. g, Total Area 6,953 S.F. Asbuilt Basement Floor Elevation = 936.9
<br />x937.7 93� ^`°° OJ��<v \\O 9 33� �� \\ x9 _ x932.3 Coverage= 21.7%
<br />x937.6 rn �<o Lj g4/ 34�
<br />x937; x Q 9Q 6`
<br />V / O A F Q ii 2 A� ST 42 \ _ 03 \
<br />� 93s '�, x ��' o� �`�� O �R A R ON ti X37. x934.6 ... Asbuilt Hardcover Grading Asbuilt Elevations
<br />f ICU �� O� �� 944.9 �� FTq/ F x9
<br />938 x C15O \\ 944 9 \ ti/Nc �p \ \ Lot Area = 32,069 S.F. Asbuilt Garage Floor Elevation = 945.2
<br />K936.5 / �� �� / S �� O= \ D OQ x944.7 \ /y x943.4 \x House Area 3,340 S.F. Asbuilt First Floor Elevation = 947.5
<br />/ �0�� O x93'7 i y�94p \� \ ��O \\\ ��� 9 q��S ems\ 9396\ _936935.9 Driveway Area - 2,869 S.F. Asbuilt Basement Floor Elevation = 936.9
<br />Z � /rn Sidewalk Area 243 S.F.
<br />Q P /� gg A ^qh 30 9s RR9 XoN I Nye \ \� /9q71 Stoop Area = 140 S.F.
<br />r �� Q�Scg3 p/:g
<br />0 \� �\ ASp a x9 �o 2 9390 3� ... Deck Area 258 S.F.
<br />o, v � \ \ 945.0 I o 1941. Total Area - 6,850 S.F.
<br />x945.2 a ky 5 Q� a
<br />x944.8 x9 g \� � � Coverage= 21.36/0
<br />O x945.0 o \ 38Sx ^�
<br />x939. Tv� 9 \\ 945.1 io
<br />Q 493y 944.9 a �� N�5 `r �\ x939.5 �o'..'......'
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<br />Ro Y Bearings are based on the Hennepin County
<br />'�' ` c� 0 / w" O Arm ` C� o Coordinate System (NAD 83 - 1986 adj.)
<br />945.3 O (y.'. �� SITE o
<br />�_ 4) 1'........ a
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<br />A �. h ... / ..... �� S M
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<br />. �. .Q ..' �� Deland BUDDY a DA;
<br />SE 48. / `�� r 946.6 p .. O A g A 20 10 0 10 20 40
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<br />\ Eagerness � oP�t, P
<br />Rx944.9 �1 1 \ �o /.....' _ L \ Point i)51
<br />E1/1� \ xo' co.........'.. /�'...'.' ���w E / �" y SCALE IN FEET
<br />49'q 0) X972.5 GRADING ASBUILT ELEVATION SURVEY LEGEND
<br />�y o ....... .... ; ° 0 CAST IRON MONUMENT ® PIEZOMETER WOE WALKOUT ELEVATION
<br />49 c� J • IRON PIPE MONUMENT SET � POWER POLE FIFE FIRST FLOOR ELEVATION
<br />II �� / .-.1..... • IRON PIPE MONUMENT FOUND G GUY WIRE GFE GARAGE FLOOR ELEVATION
<br />Ile )1( DRILL HOLE FOUND RD ROOF DRAIN TOF TOP OF FOUNDATION ELEV.
<br />X CHISELED "X" MONUMENT SET Ls LIFT STATION LOE LOWEST OPENING ELEV.
<br />pyo X CHISELED "X" MONUMENT FOUND 0 SANITARY MANHOLE CONCRETE
<br />Q o REBAR MONUMENT FOUND ® SANITARY CLEANOUT>::::< `. BITUMINOUS
<br />o coo.......�......
<br />0) \ 0 PK NAIL MONUMENT SET 0 STORM MANHOLE BUILDING SETBACK LINE
<br />A PK NAIL MONUMENT FOUND ® STORM DRAIN cTv CABLE TV
<br />® PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB
<br />SURVEY CONTROL POINT a FLARED END SECTION - 960 - CONTOUR EXISTING
<br />❑Q A/C UNIT TREE CONIFEROUS 9so CONTOUR PROPOSED
<br />..... �7 © CABLE TV PEDESTAL TREE DECIDUOUS -0-0-0-0-0- GUARD RAIL
<br />p ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE
<br /><� Q ELECTRIC MANHOLE TREE DECIDUOUS REMOVED Esc ELECTRIC UNDERGROUND
<br />\ OE ELECTRIC METER O TELEPHONE MANHOLE -X-X- FENCE
<br />....... \ m ELECTRIC OUTLET 0 TELEPHONE PEDESTAL Fo FIBER OPTIC UNDERGROUND
<br />% YARD LIGHT UTILITY MANHOLE cas GAS UNDERGROUND
<br />\\' # LIGHT POLE u❑ UTILITY PEDESTAL oHu OVERHEAD UTILITY
<br />\ FIBER OPTIC MANHOLE ❑v UTILITY VAULT TREE LINE
<br />bl FIRE DEPT. HOOK UP © WATERMAIN MANHOLE > SANITARY SEWER
<br />\....... t.....'. FLAG POLE 0 WATER METER » STORM SEWER
<br />FUEL PUMP cGo WATER SPIGOT TEL TELEPHONE UNDERGROUND
<br />Ell FUEL TANK Q WELL RETAINING WALL
<br />\ t\
<br />Ell PROPANE TANK E MONITORING WELL uTu UTILITY UNDERGROUND
<br />\�\ © GAS METER (D CURB STOP I WATERMAIN
<br />\ ....... GAS VALVE D4 GATE VALVE TRAFFIC SIGNAL
<br />GAS MANHOLE HYDRANT RAILROAD TRACKS
<br />\ cE GENERATOR FRvl IRRIGATION VALVE $ RAILROAD SIGNAL
<br />GUARD POST Pry POST INDICATOR VALVE O- RAILROAD SWITCH
<br />Q HAND HOLE SIGN SATELLITE DISH
<br />0 MAIL BOX se SOIL BORING ® WETLAND BUFFER SIGN
<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 />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 TWP:117-RGE.23-SEC.17
<br />Land Surveyor under the laws of the State of Minnesota.SORHennepin County
<br />\�F
<br />O
<br />Dated this 20th day of June, 2023. _op
<br />mw 0)
<br />Daniel L. Schmidt, PLS Minnesota License No. 26147 N c4'FR S
<br />Schmidt@sathre.com
<br />SATHRE-BERGQUIST, INC.
<br />14000 25TH AVENUE NORTH, SUITE 120
<br />PLYMOUTH MN 55447 (952) 476-6000
<br />WWW.SATHRE.COM
<br />ORONO,
<br />MINNESOTA
<br />CERTIFICATE OF SURVEY FILE NO.
<br />2018-193
<br />GRADING ASBUILT
<br />PREPARED FOR: /
<br />DINGMAN HOMES IX 1
<br />
|