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EXISTING CONDITIONS <br />\ 1 <br />1 <br />i <br />934.2 z �� <br />x 933.7 EXISTING HOUSE <br />x 933.1 /� <br />1 _ <br />-33 x 932,9 / j 934.0 934.2 x 933.6 x 9.2 932.3 <br />\� MAP 60" \9 - o p + 934.0 i \ <br />934.0 933.5 / \ 933.4 3 932.9--/�$9 28 57 E 180.5 � �q 933.9 rt 933.3 <br />S FND IP I/2 FND IP POL FND IP 1/2 LO <br />_ II <br />932. 934.2 4 34.6_ -93 933.2 3.22 933.033.1 - o FND IP I/2 SOLID <br />/ 4 33.4 95.00 933.2 - <br />1 33. 933. x 933.7 �10 934.5 934.0 I x 933.1 <br />X 9 4. * 933.6 CP BIR 3 <br />933.4 x 933 4 933,E--� MAP IS 933.4 <br />X 3 g.- °� ems ex-ese�-esN 9934.0 <br />933.7 g 933.4\ - �AN�SG T L3�.91 34.0 �C--x 933.9 <br />933.2 ��_- X933.\ <br />F 43/4 _ 934.1 <br />33 6- 4. S <br />9 3:3 / IC1 \ 22.1 J� 93 8 <br />- x\933.6 / 934.0 0/ /�/ "19 9304.0 x 933.9 933.3x 1 1 <br />�TNH= ` 1 \3.5 933.3-g- 335 \ x 933.5 933.9 FFE= / I (I�j N, o <br />934'7 934.9 I I 934.1 <br />936.4 - <br />I'1 933 6 933 4..� 0934.0 % % I 7. 935.0 934.0 _ <br />rG ° 7.8 / BIR IS" <br />933.4 <br />- FFE=9 <br />o �F.. n N •r I(7 x933.4 v <br />-93� 933.4 1 1 �z / 35.1 EXISTI G�yJSE <br />33.4 933.3 933.7 x1 E 933.9 7.8 i Q / n J x 933.8 <br />Q 933.6 _ ; 9. 4,d . 9 g /934.3 21.3 934 I j 935.0 \ r <br />1 <br />Q I /26.31 i iC� ° ❑A 9.34.8 0/ DECK 934.2 <br />EAGERNESS I �' N x 933.2 I 933.2 1 GEE= z 3 933.7 .r I WOE= <br />I <br />P �' N 934.1 Q -� 1 935_0__ -� IG) <br />DINT�• `� - g 933.3x -/ GAI TGE I B% /� o �x 934.0 / - 934.9 935.0 34.2 932 8 <br />I o N o N 935.7 29l / <br />\ CURB <br />933. STOP / Q 933.81 934.2 x 934.5 I:i 34 4----938ML.2 -- 934_3 934.0 x 933.1 <br />SPR 36" x 933.9 / <br />® - 933.6 26.��TE1CLese�-935. 4.6 ��_-� 934.7 0 <br />OHU \ x 933.5LO 933.9 ter; �/Fr M x 94.3 01 / <br />* o <br />� -QHi 933.4 - 934.0�I 93 .0 I� 934.0 I <br />�-- OHUr- X x 934.3 163 03934.8 x 933.6 933.0- �3 6 <br />FND IP 12755 - - - 933.9 FND IP 1/� 934.4 934.9 1935.3 352 934.8 1 1 x 934.6 FND IP 2 <br />932.9 933.5 x 934.7 ° it <br />�f S8 �4 E 17 3.6 +/- 9�Q 932.6 <br />oI I I- 93� x 934.8 / \ <br />1' = 935.8 935.5 <br />7 <br />c77771 <br />\ <br />�� 9 x 93.3 <br />1 933.4 � � x 93413 <br />_33- j EXISTING HOUSE <br />933.8 <br />33 - 1 �I <br />1 <br />1 �1 <br />PROPOSED CONDITIONS <br />0 <br />1 <br />i <br />934.2 <br />C <br />x 933.7 / /> EXISTING HOUSE <br />1 � <br />rn33 - x 933.1 <br />x 93 <br />- 2.9 / x 933.6 x 933.2 932.3 <br />f _�y <br />933.5 \ MAP 011 \9`3`3 x 932.. �-S89°28'57"E 180.5+/ -r 933. <br />934.0 3 <br />/ FND IP POL FND IT 1/2 <br />3 FND IP 1/2 933.2 933.0 1 FND IP 2 SOLID <br />1 / c I 93� 934.2 4 34.6- -934 --3.22 - = 12 933.4 95.00 I 0 933.2 <br />734.5 --CONC. PAD � I x 933.1 <br />33. 133.4 933. �� 934.Q� �-CELLAR DOORS o�� 934 MAP 18" BIR /" 3 _- <br />- - r�_�- 15.0 933:4-- <br />` 933.7 x 9 15.0 32.5 0 - - „ - --O I 80. _3411 --- <br />933,2I _ (0A N� �3 ------ <br />FND IP 3/4 .9343 / <br />933.3 _ �30 ! 36.5 t •V \ / x 93 .8 <br />cs �o�s x /134.0 x 933.9 933.3 1 <br />(� 9 1 _-15-- NI PROPOSED FULL BASEMENT <br />TNH= a <br />936.4 133.5 933.3 1 172(?�,SHADYWOOD ROAD <br />115.0 a 34.5 Z <br />° SIL T FENCE, - _ n BIR 18" <br />----------49.5 1 - <br />�� -- s' 933.4 <br />933.4 Xj�9.i 2�X r; ROCKBERMBERM 9�i.9 <br />N ENTRANCE 24 r ' . meq.. o 0 2< i m �1 933.4 <br />9. W <br />4.590 I Q I J x 933.8 <br />lin <br />�. <br />_ _ l <br />L 06 I <br />EAGERNESS i <br />93 . 93 <br />q'�� <br />POINT RD. to N o o • . o 9328 <br />�.. ggx 9 .0 cn / <br />933. B �i W• '' �' ::., . ' 934.5x I x 933.1 <br />\ L .>Tas�� s�i 5.0 934. x 32.0 0 SPR 36" / x 933.9 <br />933.6' V} -Q / . <br />x 933.5 ` 9 835 in u> x 9 4 934.7 0 <br />oHU��� I1 933.4 , - _ 934. �� 93 . r 934.5) 16 Sl T FENC <br />0;-,,, 1 __ v 34. 3X3934._ x 933.6 933.0- U 6 <br />FND IP 12755 - - T9JJ J 933 9 FND IP I/2/ 934.4 9�.\ / 935.3 35.2 934.8 1 x 93 .6 FND IP I/2 <br />932.9 11 �933.�� x 934.7 // N S8 I I'�4��E 17, <br />932 ��Q 932.6 <br />1 0 0 / of 9,3 <br />934.8 <br />X <br />/ \ <br />z / <br />X 9 <br />77 <br />G �/_ 3 x 931.3 <br />933.4 34E <br />EXISTING HOUSE <br />I t- <br />i <br />1 <br />1 �1 <br />FIELD CREW NO. BY DATE REVISION 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 <br />USE (INCLUDING COPYING, DISTRIBUTION, AND/ORCT Land Surve o under the laws of the State of Minnesota. <br />TVETE 1 EMW 9/18/2017 PROPOSED CONDITIONS Y <br />CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS <br />DRAWN 2 EMW 9/26/2017 UPDATE HARDCOVER, DRIVEWAY SIZE STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s <br />EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 6th y of Septe b , 2017. <br />DBP AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND 1 <br />CHECKED SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF <br />ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES �� C <br />DBP THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY <br />DATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 <br />09/05/17 RESULTING FROM ILLEGITIMATE USE. pemberton@sathre.com <br />z9.5 <br />�i29.6 r <br />29.5 <br />II �� <br />III O <br />129.5 <br />II `� <br />JI <br />DOCK <br />DOCK <br />�9.6 <br />II , -- EDGE OF WATER LOCATED ON 8/30/17 <br />OHW ELEVATION: 929.4 FEET (NGVD29) <br />II 100 YEAR FLOOD ELEVATION: 930.1 FEET (NGVD29) <br />�29.s <br />r 29.6 <br />I129.5 <br />�129.6 <br />III � <br />SII <br />29.5 <br />II �� <br />III <br />1129.5 <br />II `� <br />II <br />DOCK <br />DOCK <br />��9.6^ <br />II --EDGE OF WATER LOCATED ON 8/30/17 <br />-- -- OHW ELEVATION: 929.4 FEET (NGVD29) <br />II 100 YEAR FLOOD ELEVATION: 930.1 FEET (NGVD29) <br />29.5 <br />29.6 <br />SATHRE-BERGQUIST, INC. <br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 <br />WWW.SATHRE.COM <br />DESC)RIPTION OF PROPERTY SURVEYED <br />Lot 13 and that part of Lot 12 lying southerly of a line running parallel with and distance 71.2 feet northerly of from the south line of <br />said Lot 13, Shady -wood, according to the recorded plat thereof, Hennepin County, Minnesota. <br />STANDARD NOTES <br />1) Site Address: 1720 Shadywood Road, Orono, Minnesota 55391 <br />2) Flood Zone Information: This property appears to lie in Zone X (Unshaded) and AE (X: area determined to be outside the <br />0.2% annual chance flood plain and AE: the I% chance flood also known as the base flood 931.0 feet (NGVD) per Flood <br />Insurance Rate Map, Community Panel No. 27053CO303F, effective date of November 4, 2016. <br />3) Parcel Area Information: Gross Area: 12,649 s.f. - 0.290 acres <br />4) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: SAMS which has an elevation of: 941.03 feet <br />(NGVD29). <br />5) Zoning Information: The current Zoning for the subject property is LR -1C (1 Family Lakeshore Residential 1/2 acres per the <br />City of Orono's zoning map dated September 2016. <br />Principal Structure Setbacks - Front: 30 feet (Shadywood Road) <br />Side: 7.5 feet <br />Lake: 75 feet (From Ordinary High Water Line) <br />Height: 30 feet <br />Hardcover: 25 percent of lot area (Tier 1) <br />Please note that the general restrictions for the subject property may have been amended through a city process. We could be <br />unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be <br />obtained from the Zoning Administrator for the current restrictions for this site. <br />6) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be <br />underground utilities encumbering the subject property we are unaware. Please note that we have not placed a Gopher State One <br />Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be <br />exercise before any excavation takes place on or near this site. Before digging, you are required by law to notify Gopher State <br />One Call at least 48 hours in advance at 651/454-0002. <br />7) Wetland Delineation: No wetland delineation was performed for this survey <br />Proposed Elevations <br />Proposed First Floor Elevation = 937.55 <br />Proposed Garage Floor Elevation = 935.2 <br />N X <br />a) Fence ties are shown on the <br />m° J I J side of the boundary line that <br />xt� the fence is located on <br />4'/- <br />X <br />t'Vp RI\ <br />Bearings are based on the Hennepin County <br />Coordinate System (NAD 83 - 1986 adj.) <br />1 10 1 10 20 41 <br />1 <br />SURVEY LEGEND <br />CAST IRON MONUMENT <br />WOE <br />WALKOUT ELEVATION <br />BITUMINOUS <br />M <br />V <br />FFE <br />FIRST FLOOR ELEVATION <br />-s `-•` <br />BUILDING SETBACK LINE <br />a <br />FLARED END SECTION <br />GFE <br />ITEc <br />W", <br />CTv <br />CABLE TV <br />X <br />GATE VALVE <br />TOF <br />TOP OF FOUNDATION ELEV. <br />I <br />CONCRETE CURB <br />< <br />.;I N P2, 1, OhN <br />LOE <br />LOWEST OPENING ELEV. <br />N <br />CONCRETE <br />HYDRANT <br />❑C <br />O <br />- 96o <br />Ic <br />O <br />T <br />❑E <br />ELECTRIC TRANSFORMER <br />6 <br />CONTOUR PROPOSED <br />Y <br />SURVEY MONUMENT FOUND <br />O <br />ELECTRIC MANHOLE <br />-�-�- o -o <br />-o-GUARD RAIL <br />S <br />SURVEY CONTROL POINT <br />NDI <br />ELECTRIC METER <br />DT <br />C <br />le " C�=� <br />© <br />M <br />A <br />ELECTRIC UNDERGROUND <br />„a°� l a,a �t . <br />A <br />GAS VALVE <br />-X-X- <br />FENCE <br />P <br />LE <br /><, c <br />❑H <br />1,61 <br />Fo <br />FIBER OPTIC UNDERGROUND <br />S9 <br />SANITARY MANHOLE <br />N X <br />a) Fence ties are shown on the <br />m° J I J side of the boundary line that <br />xt� the fence is located on <br />4'/- <br />X <br />t'Vp RI\ <br />Bearings are based on the Hennepin County <br />Coordinate System (NAD 83 - 1986 adj.) <br />1 10 1 10 20 41 <br />ORONO, PREPARED FOR: <br />MINNESOTA TRAVIS HANSBERGER � <br />1 <br />SURVEY LEGEND <br />CAST IRON MONUMENT <br />WOE <br />WALKOUT ELEVATION <br />BITUMINOUS <br />M <br />CATCH BASIN <br />FFE <br />FIRST FLOOR ELEVATION <br />-s `-•` <br />BUILDING SETBACK LINE <br />a <br />FLARED END SECTION <br />GFE <br />GARAGE FLOOR ELEVATION <br />CTv <br />CABLE TV <br />X <br />GATE VALVE <br />TOF <br />TOP OF FOUNDATION ELEV. <br />CONCRETE CURB <br />< <br />GUY WIRE <br />LOE <br />LOWEST OPENING ELEV. <br />CONCRETE <br />HYDRANT <br />❑C <br />CABLE TV PEDESTAL <br />- 96o <br />_ CONTOUR EXISTING <br />O <br />SURVEY MONUMENT SET <br />❑E <br />ELECTRIC TRANSFORMER <br />sso <br />CONTOUR PROPOSED <br />• <br />SURVEY MONUMENT FOUND <br />O <br />ELECTRIC MANHOLE <br />-�-�- o -o <br />-o-GUARD RAIL <br />Q <br />SURVEY CONTROL POINT <br />OE <br />ELECTRIC METER <br />DT <br />DRAIN TILE <br />LIGHT POLE <br />© <br />GAS METER <br />ELc <br />ELECTRIC UNDERGROUND <br />© <br />GAS VALVE <br />-X-X- <br />FENCE <br />POWER POLE <br />❑H <br />HAND HOLE <br />Fo <br />FIBER OPTIC UNDERGROUND <br />S9 <br />SANITARY MANHOLE <br />Q <br />SANITARY CLEANOUT <br />SOIL BORING <br />cas <br />GAS UNDERGROUND <br />TREE CONIFEROUS <br />OHu <br />OVERHEAD UTILITY <br />SIGN <br />972.5GROUND <br />ELEVATION <br />9 <br />TREE DECIDUOUS <br />111111 11 <br />" "" RAILROAD TRACKS <br />% o <br />STORM DRAIN <br />OT <br />TELEPHONE MANHOLE <br />> <br />SANITARY SEWER <br />1TELEPHONE <br />PEDESTAL <br />>> <br />STORM SEWER <br />sT <br />STORM MANHOLE <br />0_- <br />TRAFFIC SIGNAL <br />TEL <br />TELEPHONE UNDERGROUND <br />�S <br />YARD LIGHT <br />Q <br />UTILITY MANHOLE <br />UT <br />UTILITY UNDERGROUND <br />D <br />A/C UNIT <br />0 <br />[01 <br />UTILITY PEDESTAL <br />WATERMAIN <br />WELL <br />TWP:117-RGE.23-SEC.17 <br />FILE NO. <br />Hennepin County <br />CERTIFICATE OF SURVEY <br />32785-001 <br />ORONO, PREPARED FOR: <br />MINNESOTA TRAVIS HANSBERGER � <br />