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© <br />CASTIRON MONUMENT <br />® <br />CATCH BASIN <br />Q <br />FLARED END SECTION <br />N <br />GATE VALVE <br />< <br />GUY WIRE <br />'0' <br />HYDRANT <br />O <br />SURVEY MONUMENT SET <br />• <br />SURVEY MONUMENT FOUND <br />0 <br />SURVEY CONTROL POINT <br />se <br />LIGHT POLE <br />cQ.� <br />POWER POLE <br />(S <br />SANITARY MANHOLE <br />Q <br />SANITARY CLEANOUT <br />a <br />SIGN <br />,972.5 <br />GROUND ELEVATION <br />Du <br />STORM DRAIN <br />sT <br />STORM MANHOLE <br />V <br />YARD LIGHT <br />I r -\-r-, <br />L_V I v <br />SURVEY LEGEND <br />® <br />A/C UNIT <br />FCC] <br />CABLE TV PEDESTAL <br />0 <br />ELECTRIC TRANSFORMER <br />O <br />ELECTRIC MANHOLE <br />CE) <br />ELECTRIC METER <br />G <br />GAS METER <br />O <br />GAS VALVE <br />-�- - <br />GUARD RAIL <br />0 <br />HAND HOLE <br />se <br />SOIL BORING <br />GAS UNDERGROUND <br />TREE CONIFEROUS <br />OVERHEAD UTILITY <br />TREE DECIDUOUS <br />TO <br />TELEPHONE MANHOLE <br />0 <br />TELEPHONE PEDESTAL <br />-- <br />TRAFFIC SIGNAL <br />Du <br />UTILITY MANHOLE <br />0 <br />UTILITY PEDESTAL <br />V <br />WELL <br />x x`O,L�D \0\"S�. x\Op`1'6 - <br />S x\p'L x - x99 <br />J65 <br />x ,:or, - ppb• - <br />\o\y. x\ <br />x\p2\� x\0" x\pp\p.. <br />EXI`SITING WO I X x <br />\O BF 1022.2 x\p`g' \pp'16 <br />`o x\o��° TF 1030.9 I x <br />- GF 1030.6 - <br />x\O`$R x\0°\6 x98 $ O r - <br />I <br />o I nT x ppb 0 -_ N O <br />v o Lr x\p�,\. x`p\ - A,� , L 975.2 <br />- _ �t - j / O <br />�o x`0 06, 4 W <br />r. \4Lx <br />\pS� x`0�`L �o o pD h _-- --- _. B I Q <br />X x p\y <br />- A ¢ <br />u I S <br />976.4 <br />1 cna rr®c.�`ta ILL <br />Oin <br />1 <br />N n _ <br />- <br />ROCK BERM <br />W <br />ENTRANCE 9°IS'331IW 5 o <br />X o N8 2 0.12 <br />X �, _ <br />v o k x <br />X <br />X <br />Ln Sb <br />N_ /- X� -- -- --- `----- --- <br />{ <br />.� <br />6.7% (105.0)-•- '_--= X�. <br />9:7) -►N fl / <br />N SIDE SB a o <br />„�N` 975.8 <br />p0 o CD <br />u' 11026.3 h - X <br />_ 102 X <br />6.8 3 <br />LO 3r? - PRIMARY <br />CO d o 06 28.0 N SEPTIC <br />0 <br />2c) <br />° G 35.5 N � .Ln1026.3 <br />.0 GFE 6. v o co <br />Xo <br />/ ® <br />Proposed Walkout LOT 2140 Kintyre Lane 3.5Proposed 2.0 <br />oo o I dO G <br />- \ \ <br />975.0 <br />Well Wel 13.0Location Qree --------- 10273 cv\ <br />\ <br />_Vw\' <br />kph <br />T, Porch <br />50 ' X ' = o ` o <br />�J <br />a o <br />63.9 x X3.5 r� <br />N- <br />// u; o0 5 1017.6a Deck I 1 0 4vc BLOCK 2 / / w <br />N' I a - X4.0 WOE 6 J ' <br />z -.r4 0 <br />- _C ^ o <br />I pti I o o Il) r\ x .. <br />CD <br />o o Y o`' <br />llJ co I - 1.5 ^w o <br />5.0 0 0 00 o Qt �� / / x <br />tt , / <br />I ( �I a N 15.5. i ALTERNATE <br />X018 8 1018.7 J �` <br />1\cti s.$)1020.0 ! /` SEPTIC I <br />I E <br />0 h 0! x1026.5 <br />6 <br />x , <br />1 , ��� x <br />/ <br />n <br />SIDE SB <br />LO <br />o < I�-rot _ X <br />x _po \. j <br />110 -� I U % j <br />61 <br />IT]- - - - - - - - - - - - - - - - - r- - ° <br />i <br />TX N89°18'33"W 338.57 X 34 <br />j N o X u 987.584 <br />-oma <br />x^ FDP r` <br />- <br />oo x <br />j <br />X 6 <br />iC6 <br />BITUMINOUS <br />C-V <br />CABLE TV <br />= 1013.5 <br />CONCRETE CURB <br />CONCRETE <br />= 1026.1 <br />CONTOUR EXISTING <br />9so <br />CONTOUR PROPOSED <br />DT <br />DRAIN TILE <br />! <br />ELECTRIC UNDERGROUND <br />-X-X- <br />FENCE <br />Fo <br />FIBER OPTIC UNDERGROUND <br />A <br />GAS UNDERGROUND <br />oHu <br />OVERHEAD UTILITY <br />1111 1 111111111 <br />RAILROAD TRACKS <br />> <br />SANITARY SEWER <br />> <br />STORM SEWER <br />TEL <br />TELEPHONE UNDERGP,OUND <br />uTL <br />UTILITY UNDERGROUND <br />WATERMAIN <br />NOTES: <br />1.) Existing utilities shown are shown in an approximate way only. <br />The contractor shall determine the exact location of any and all <br />existing utilities before commencing work. He agrees to be fully <br />responsible for any and all damages arising out of his failure to <br />exactly locate and preserve any and all existing utilities. <br />2.) Must maintain a minimum 2% slope gradient to accommodate <br />positive drainage. <br />3.) All offset irons are measured to hundredths of a foot and can be <br />used as benchmarks. <br />4.) A title opinion was not furnished to the surveyor. <br />5.) Proposed grades shown adjacent to building foundation refers to <br />top of black dirt. <br />Develoament Plan Data - WO <br />Garage Floor Elevation <br />= 1026.0 <br />Basement Floor Elevation <br />= 1013.5 <br />Proposed Elevations <br />Proposed Garage Floor Elevation <br />= 1026.1 <br />Proposed Top of Foundation. Elevation <br />= 1026.4 <br />Proposed First Floor Elevation <br />= 1028.4 <br />Proposed Basement Floor Elevation <br />= 1017.7 <br />Setbacks <br />Min. Front Yard Setback = 50' <br />Min. Side Yard Setback = 30' <br />Min. Rear Yard Setback = 50' <br />Asbuilt Elevations <br />Asbuilt Garage Floor Elevation <br />= 1026.0 <br />Asbuilt Top of Foundation Elevation = 1026.3 <br />Asbuilt Walkout Elevation = 1017.6 <br />i <br />F <br />r. <br />f <br />1 <br />� <br />rt' <br />�r <br />i <br />t <br />' <br />I1 <br />r. <br />f <br />1 <br />� <br />rt' <br />�r <br />Property Description: <br />Lot 2, Block 2, KINTYRE TWO, according to the recorded plat thereof, Hennepin county, Minnesota. <br />Address: <br />140 Kintyre Lane, Orono, MN 55356 <br />Hardcover <br />Lot Area = 97,711 S.F. <br />House Area= 3,397 S.F. <br />Stoop Area = 163 S.F. <br />Sidewalk Area = 307 S.F. <br />Deck Area = 443 S.F. <br />Driveway Area = 2,234 S.F. <br />Total Impervious Surface = 6,305 S.F. <br />Coverage = 6.5% <br />Basement <br />Total Perimeter at or Urver 1022.4 Foot Contour = 140.8 Lin.Feet <br />Total Perimeter at or Or 1022.4 Foot Contour= 133.2 Lin.Feet <br />Total Perimet T = 274.0 Lin.Feet <br />Total Perimeter Under 1p22.4 Foot Contour = 51.4% <br />FIELD CREW NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I hereby certify that this survey, plan or report was prepared by me or TWP.117 - RGE.23 - SEC.06 <br />JD,AT 1 BDH 07/23/15 Revised Retaining Walls INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT under my direct supervision and that I am a duly Licensed Land Surveyor s HENNEPIN COUNTY <br />DRAWN BY 2 BDH 07/28/15 Septic Sites SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT under the laws of the State of Minnesota. �� FL <br />MNK 3 BDH 07!30/15 Wetland Buffer Posts SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY cu i " i `� 0C. SATHRE-BERGQUIST, INC. 140 Kintyre Lane, <br />Cit Comments INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. Dated this 7th da July, 2015. - <br />CHECKED BY 4 BDH 0$/20/15 y SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE , m 150 SOUTH BROADWAY WAYZATA, MN. 5 391 (952) 476-6000 ORONO <br />DBP 5 BDH 08/27/15 Revised Retaining Wall USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING R`�' c <br />DATE 6 BDH 09/24/15 Restaked House FROM ILLEGITIMATE USE. David B. Pemberton, Professional Land Surveyor c�FRs P�P�� MINNESOTA <br />4/23/14 7 BDH 10/07/15 Foundation Asbuilt Minnesota License No. 40344 <br />4 O (b", <br />Bearings are based on the Hennepin County <br />Coordinate System (NAD 83 -1986 adj.) <br />30 15 0 15 30 60 <br />SCALE IN FEET <br />CERTIFICATE OF SURVEY <br />FOUNDATION ASBUILT <br />PREPARED FOR: <br />GONYEA HOMES <br />FILE NO. <br />31202-181 <br />1 � <br />1z 1 <br />70 Pah re-, L.77 <br />2615 - 00g5D <br />Run0h'Ort. 19 -x -.Built <br />