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r� <br />t <br />FDP I_ / <br />1030.83 <br />/ SDP <br />- - i 972.98 1 <br />I <br />/ � 1 <br />/ I <br />I <br />/ o - - =- Drainage & Utility; ---- <br />f z Easement <br />�50 <br />50 \ <br />ET -1 z <br />7 <br />977.5 LG _ <br />Ln <br />H <br />Q <br />i0z4 <br />Contour Used For Basement Calculation <br />2 <br />G s.: (100?.3) PRIMARY <br />SEPTIC <br />-' <br />0',3-5 =�.s / % SITE t°�/ <br />--,. <br />_- <br />H! _ 4 .,013.1 55 ° 18'33"W 338.57 987.37 / / �� ° 7 - <br />SDP �. / , ,. � � i 7 � I <br />SDP <br />024.54 L.1 ---- -------`-----' N / / / 978.4 O / a� <br />89 <br />7[ ®��;__ -T ®_ --------------------------- --� / DA Y i <v / <br />�, / <br />SECQN R / a % <br />Lo O � I �I9.; I o Jul, 5 TW(15) i o I <br />--SEPTIC / y ,� �.2 % �o� �� _� _ <br />_ 61 s F s 6,7 y___ ' `\ SITE i i\\ . '' �Cc <br />6 _ <br />no BW(12)�' xioo4.s <br />X <br />I 1 Qom? 7 A <br />°O I �0 DIGS Side Setback. / c <br />I <br />v <br />F <br />R 2?0 l: <br />� orQ09�_ - - ,✓ vALTERNATESEPTIC <br />40/GCC) SITE <br />50.1 0 GSOP G, <br />\ <br />-Drainage &Utility <br />1021.56 9 _ Easement <br />-- - <br />_ <br />_..•` .__- G2 <br />7000 11,14 <br />S_J <br />r - 9780 <br />500 `1°w-�� � i <br />o <br />CV <br />0 <Oh \Q r o LOT 3 <br />L V399 1� <br />r <br />...-� <br />0 A� <br />s.9 -_--. - - <br />� i\ <br />Edge of Wetland as Located By 0 <br />Q) GRONBERG & ASSOCIATES, INC. <br />9;xn <br />I <br />r <br />C�- 0 ` i 981.4 <br />C) 0 <br />© iNi 90 88/ 1/2 <br />r I/ <br />2IN OPEN <br />'6`6BLOCK <br />-0 975.96 <br />� <br />N89°52'06" <br />W <br />\ <br />\ I <br />200.00 <br />a <br />V' 1 <br />e e�\ " <br />c9 _ 981.8- - --_ , <br />lL <br />°� p cs I °� .' _ - _ <br />`E Proposed I /� J °�� <br />1 <br />� <br />Well <br />50 c� -�" <br />a .9 �� �' / / ° (3 <br />p i �i <br />.` .,....� .� ®.. � � x9821 � / / <br />i <br />�N� o I ®,_�_. f c�5 <br />0 <br />O P-)/ <br />/ <br />'- <br />_ 5635 --, <br />1 <br />o°P63 N890181 I1W 301.43 SDP <br />0 979.45 <br />SURVEY LEGEND <br />0 <br />CAST IRON MONUMENT <br />a <br />A/C UNIT <br />BITUMINOUS <br />17� <br />CATCH BASIN <br />C, <br />CABLE TV PEDESTAL <br />CABLE TV <br />Q <br />FLARED END SECTION <br />2! <br />ELECTRIC TRANSFORMER <br />CONCRETE CURB <br />M <br />GATE VALVE <br />ELECTRIC MANHOLE <br />CONCRETE <br />< <br />GUY WIRE <br />-' <br />ELECTRIC METER <br />- CONTOUR EXISTING <br />HYDRANT <br />© <br />GAS METER <br />gso CONTOUR PROPOSED <br />O <br />SURVEY MONUMENT SET <br />-r <br />GAS VALVE <br />DT DRAIN TILE <br />i <br />SURVEY MONUMENT FOUND <br />-°-"- - <br />GUARD RAIL <br />- - Fps -- ELECTRIC UNDERGROUND <br />SURVEY CONTROL POINT <br />i <br />HAND HOLE <br />-X-X- FENCE <br />LIGHT POLE <br />SOIL BORING- <br />Fo FIBER OPTIC UNDERGROUND <br />`aD <br />POWER POLE <br />TREE CONIFEROUS <br />--- '- _--- GAS UNDERGROUND <br />SANITARY MANHOLE <br />TREE DECIDUOUS <br />OHU OVERHEAD UTILITY <br />SANITARY CLEANOUT <br />OO <br />TELEPHONE MANHOLE <br />11 RAILROAD TRACKS <br />111111111111111111 <br />ICPd <br />OT <br />TELEPHONE PEDESTAL <br />> SANITARY SEWER <br />x972,5 <br />GROUND ELEVATION <br />TRAFFIC SIGNAL <br />> STORM SEWER <br />0 <br />STORM DRAIN <br />O <br />UTILITY MANHOLE <br />TEL TELEPHONE UNDERGROUND <br />sT <br />STORM MANHOLE <br />UU1 <br />UTILITY PEDESTAL <br />JTZ UTILITY UNDERGROUND <br />YARD LIGHT <br />(;'`i! <br />WELL <br />WATERMAIN <br />Z <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 />Proposed Elevations <br />Proposed Garage Floor Elevation = 1011.0 <br />Proposed Garage Top of Foundation Elevation = 1011.3 <br />Proposed Top of Foundation Elevation <br />= 1011.3 <br />Proposed First Floor Elevation <br />= 1013.3 <br />Proposed Basement Floor Elevation <br />= 1002.6 <br />Asbuilt Elevations <br />Asbuilt Garage Floor Elevation <br />= 1010,9 <br />Asbuilt Top of Foundation Elevation <br />= 1011.5 <br />Asbuilt Walkout Elevation <br />= 1002.9 <br />Setbacks <br />Min. Front Yard Setback = 50' <br />Min. Side Yard Setback = 30' <br />- <br />Min. Rear Yard Setback = 50' <br />i <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 <br />Rs so�� <br />JD/AT 1 BDH 05/04/15 House Staked in Field INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT under my direct supervision and that I am a duly Licensed Land Surveyor �ti <br />DRAWN BY 2 BDH 05/13/15 City Comments SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT under the I ws of the State of Minnesota.�0 <br />BDH 3 BRV 05/21/15 City Comments SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY <br />CHECKED BY 4 BDH 05/27/15 City Comments INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. Dated this t day of ril, 2015. - <br />SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE <br />DBP 5 BDH 06/02/15 Wetland Buffer Posts Staked in Field (P �� <br />USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING -� <br />DATE 6 BDH 06/18/15 Foundation Asbuilt FROM ILLEGITIMATE USE. David B. Pemberton, Professional Land Surveyor 041F�s P0�,�`' <br />03/11/15 Minnesota License No. 40344 <br />Property Description: <br />Lot 3, Block 2, KINTYRE TWO, according to the recorded plat thereof, Hennepin County, Minnesota. <br />Address: <br />100 Kintyre Lane, Orono, MN 55356 <br />Hardcover <br />Lot Area = 136,333 Sq.Ft. <br />House Area = 3,501 Sq.Ft. <br />Stoop Area = 75 Sq.Ft. <br />Screen Porch Area = 222 Sq.Ft. <br />Deck Area = 154 Sq.Ft. <br />Driveway Area = 2,427 Sq.Ft. <br />Total Impervious Surface = 6,379 Sq.Ft. <br />Coverage = 4.7% <br />Basement Calculation <br />Total Perimeter at or Under Existing Contour 1007.3 = 139.90 Lin.IFt. <br />Total Perimeter Over Existing Contour 1007.3 = 121.70 Lin.Ft. <br />Total Perimeter = 261.6 Lin. Ft. <br />Total Percentage Below Existing Contour 1007.3 = 53.3% <br />TWP.117 - RGE.23 - SEC.06 <br />HENNEPIN COUNTY <br />SATHRE-BERGQUIST, INC. ORONO) <br />150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 <br />MINNESOTA <br />ORI <br />Bearings <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 />RECEIVED <br />JUN 2.3 2015 <br />CITY OF ORONO <br />FILE NO. <br />CERTIFICATE OF SURVEY 31202-256 <br />FOUNDATION ASBUILT <br />PREPARED FOR: 1 <br />GONYEA HOMES <br />1 <br />10014 n 77 Lan C, <br />1 <br />1015-00513 <br />Founda4r'oh 43.&m- <br />