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/ IR - <br />� <br />7�/ ­--, <br />CV x931. <br />16" <br />4b' /IRV 934.1 <br />�V <br />0 \OZ / 4�9 <br />C� c6932 4 <br />0 12 <br />934.0/ o,� <br />x932. <br />\ 3 <br />X9327 <br />loll <br />932.8 <br />X /?-O I x936`9 <br />�r 35.5 <br />61 \� Y� <br />yo 33.5 \>S` <br />X <br />933 /p ) \ / NT / 0 \ ` <br />cM U10 /N \ <br />x933.5 9� �\ <br />1­01� <br />x940.0 <br />9 x <br />\ x <br />I <br />t-11 _7 / <br />r / <br />/ \ <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'..'......' <br />x944.8 I 9 x9N / o <br />x ...... . <br />Q) <br />x g 4'- i 940.3 �9 0 280 944.8 a Q 19N�9 j \ <br />�5cg4�0.5// x9410 9 0� <br />\\ �\\ rn 4� I �3 <br />� x a�O'� 9 2.9 /max �. \ baa xgN NS t� \ c o ..... . <br />W. <br />\ x <br />9b, x943.6 i' �� h .... c � x941.1 <br />40.6 9�.2x o x,943.9 ��a <br />/ ��. x943.7/ �x O O ��L ........o,�......... . <br />x 41.4 n <br />/ � _ o ak' � � � Via..... <br />42- x942.4 °j \�\\ \2. ..'. .. .... / ..... / �...... \ o <br />C� 0 .. �.. .......�... ..'.'.'.c i...... ry... \4� c� <br />943.0 p a �......I.....'.�' ....�.....'..' ..�..... ..' ... '.'.' I.'.'.'.'.'.' <br />D ....... ac.944.7 ....... �....... rn rn ..... o,.... o . ^ .. p ............... . <br />x94 I . ........ o..... ^ ... a.. \. ��... rn .............. . <br />2� \.....3.......J .................. `� <br />��\O .)437 1 . . <br />,94 <br />eac <br />�oR <br />d4111 x <br />�.. ..... \ ..... 9 A r �' % V <br />95, S o j'.'.' `.. o sf cFirkRr <br />y <br />R \ O .�.. g.o, n, _ <br />h` Q... > gg� g �. <br />..'.'...'.'...' 0 .....8 44.3 1 9 N� �F >° ...'.'...' nv . 51 <br />. . . . �. . . . .0 .'".�.� .. \ xg .�� ,/ <br />S c, ........ ..��............... ` ... /� ... . <br />I <br />R <br />9 <br />J^8o 3 \� / 9>�944.7 �a .. . °'.'.'.'.'.'.'.'.'.'.'.'.'.'.'944. x9Nk� 94g� O N O <br />SOg 9A , 4A�� ......... y` .... ... ..'� .'.'. West 1 RD. I <br />2 �... .. .. f .... N oR " _ <br />44.;7x .. x•...........944. 2' �..... <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 <br />48.4 yg x �a ........... n'• �... / . . <br />A �. h ... / ..... �� S M <br />°j .'944. ' �� <br />1 N G \ x9441... �9Q \ �. , ... C �1 N- % <br />. �. .Q ..' �� Deland BUDDY a DA; <br />SE 48. / `�� r 946.6 p .. O A g A 20 10 0 10 20 40 <br />V� <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 />