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HomeMy WebLinkAbout2015 Foundation As-Builtr� t FDP I_ / 1030.83 / SDP - - i 972.98 1 I / � 1 / I I / o - - =- Drainage & Utility; ---- f z Easement �50 50 \ ET -1 z 7 977.5 LG _ Ln H Q i0z4 Contour Used For Basement Calculation 2 G s.: (100?.3) PRIMARY SEPTIC -' 0',3-5 =�.s / % SITE t°�/ --,. _- H! _ 4 .,013.1 55 ° 18'33"W 338.57 987.37 / / �� ° 7 - SDP �. / , ,. � � i 7 � I SDP 024.54 L.1 ---- -------`-----' N / / / 978.4 O / a� 89 7[ ®��;__ -T ®_ --------------------------- --� / DA Y i <v / �, / SECQN R / a % Lo O � I �I9.; I o Jul, 5 TW(15) i o I --SEPTIC / y ,� �.2 % �o� �� _� _ _ 61 s F s 6,7 y___ ' `\ SITE i i\\ . '' �Cc 6 _ no BW(12)�' xioo4.s X I 1 Qom? 7 A °O I �0 DIGS Side Setback. / c I v F R 2?0 l: � orQ09�_ - - ,✓ vALTERNATESEPTIC 40/GCC) SITE 50.1 0 GSOP G, \ -Drainage &Utility 1021.56 9 _ Easement -- - _ _..•` .__- G2 7000 11,14 S_J r - 9780 500 `1°w-�� � i o CV 0 <Oh \Q r o LOT 3 L V399 1� r ...-� 0 A� s.9 -_--. - - � i\ Edge of Wetland as Located By 0 Q) GRONBERG & ASSOCIATES, INC. 9;xn I r C�- 0 ` i 981.4 C) 0 © iNi 90 88/ 1/2 r I/ 2IN OPEN '6`6BLOCK -0 975.96 � N89°52'06" W \ \ I 200.00 a V' 1 e e�\ " c9 _ 981.8- - --_ , lL °� p cs I °� .' _ - _ `E Proposed I /� J °�� 1 � Well 50 c� -�" a .9 �� �' / / ° (3 p i �i .` .,....� .� ®.. � � x9821 � / / i �N� o I ®,_�_. f c�5 0 O P-)/ / '- _ 5635 --, 1 o°P63 N890181 I1W 301.43 SDP 0 979.45 SURVEY LEGEND 0 CAST IRON MONUMENT a A/C UNIT BITUMINOUS 17� CATCH BASIN C, CABLE TV PEDESTAL CABLE TV Q FLARED END SECTION 2! ELECTRIC TRANSFORMER CONCRETE CURB M GATE VALVE ELECTRIC MANHOLE CONCRETE < GUY WIRE -' ELECTRIC METER - CONTOUR EXISTING HYDRANT © GAS METER gso CONTOUR PROPOSED O SURVEY MONUMENT SET -r GAS VALVE DT DRAIN TILE i SURVEY MONUMENT FOUND -°-"- - GUARD RAIL - - Fps -- ELECTRIC UNDERGROUND SURVEY CONTROL POINT i HAND HOLE -X-X- FENCE LIGHT POLE SOIL BORING- Fo FIBER OPTIC UNDERGROUND `aD POWER POLE TREE CONIFEROUS --- '- _--- GAS UNDERGROUND SANITARY MANHOLE TREE DECIDUOUS OHU OVERHEAD UTILITY SANITARY CLEANOUT OO TELEPHONE MANHOLE 11 RAILROAD TRACKS 111111111111111111 ICPd OT TELEPHONE PEDESTAL > SANITARY SEWER x972,5 GROUND ELEVATION TRAFFIC SIGNAL > STORM SEWER 0 STORM DRAIN O UTILITY MANHOLE TEL TELEPHONE UNDERGROUND sT STORM MANHOLE UU1 UTILITY PEDESTAL JTZ UTILITY UNDERGROUND YARD LIGHT (;'`i! WELL WATERMAIN Z 1.) Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. 2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage. 3.) All offset irons are measured to hundredths of a foot and can be used as benchmarks. 4.) A title opinion was not furnished to the surveyor. 5.) Proposed grades shown adjacent to building foundation refers to top of black dirt. Proposed Elevations Proposed Garage Floor Elevation = 1011.0 Proposed Garage Top of Foundation Elevation = 1011.3 Proposed Top of Foundation Elevation = 1011.3 Proposed First Floor Elevation = 1013.3 Proposed Basement Floor Elevation = 1002.6 Asbuilt Elevations Asbuilt Garage Floor Elevation = 1010,9 Asbuilt Top of Foundation Elevation = 1011.5 Asbuilt Walkout Elevation = 1002.9 Setbacks Min. Front Yard Setback = 50' Min. Side Yard Setback = 30' - Min. Rear Yard Setback = 50' i 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 Rs so�� 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 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 BDH 3 BRV 05/21/15 City Comments SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY CHECKED BY 4 BDH 05/27/15 City Comments INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. Dated this t day of ril, 2015. - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE DBP 5 BDH 06/02/15 Wetland Buffer Posts Staked in Field (P �� USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING -� DATE 6 BDH 06/18/15 Foundation Asbuilt FROM ILLEGITIMATE USE. David B. Pemberton, Professional Land Surveyor 041F�s P0�,�`' 03/11/15 Minnesota License No. 40344 Property Description: Lot 3, Block 2, KINTYRE TWO, according to the recorded plat thereof, Hennepin County, Minnesota. Address: 100 Kintyre Lane, Orono, MN 55356 Hardcover Lot Area = 136,333 Sq.Ft. House Area = 3,501 Sq.Ft. Stoop Area = 75 Sq.Ft. Screen Porch Area = 222 Sq.Ft. Deck Area = 154 Sq.Ft. Driveway Area = 2,427 Sq.Ft. Total Impervious Surface = 6,379 Sq.Ft. Coverage = 4.7% Basement Calculation Total Perimeter at or Under Existing Contour 1007.3 = 139.90 Lin.IFt. Total Perimeter Over Existing Contour 1007.3 = 121.70 Lin.Ft. Total Perimeter = 261.6 Lin. Ft. Total Percentage Below Existing Contour 1007.3 = 53.3% TWP.117 - RGE.23 - SEC.06 HENNEPIN COUNTY SATHRE-BERGQUIST, INC. ORONO) 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 MINNESOTA ORI Bearings Bearings are based on the Hennepin County Coordinate System (NAD 83 -1986 adj.) 30 15 0 15 30 60 SCALE IN FEET RECEIVED JUN 2.3 2015 CITY OF ORONO FILE NO. CERTIFICATE OF SURVEY 31202-256 FOUNDATION ASBUILT PREPARED FOR: 1 GONYEA HOMES 1 10014 n 77 Lan C, 1 1015-00513 Founda4r'oh 43.&m-