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HomeMy WebLinkAbout2016-foundation as-built for 2015-01430I ' I i I I I I I I ' I L_Ci 4. %.I 6 \ / X 959.0 / X 956.9 JX X 9 `�4.8 955.9 l � x 949.E / X 957.0 / \ 94�4� S88°33'52"E/`270.18 SET IP L_ 7'30 .. /' - - - - - --- n -- 3.86=-�145. �aX955.1uVSBi+---- -L BSBL .04939.6 r I i" CJ IIIli IL (n 1 v I I I. (° IIS I °�? a 1 �t 7 L_C, '1 X/ X/ 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. 6.) LAKEVIEW OF ORONO WAS UNDER CONSTRUCTION AT THE TIME OF THIS CERTIFICATION. 7.) PROPOSED GRADING SHOWN ON PROPOSED SEPTIC SITE IS CONCEPTUAL ONLY AND MAY VARY FROM ACTUAL ASBUILT SEPTIC SITE. Proposed Elevations Proposed Garage Floor Elevation = 963.0 Proposed First Floor Elevation = 965.3 Proposed Top of Foundation Elevation = 963.3 Proposed Basement Floor Elevation = 954.3 Min. Front Yard Setback = 50' Min. Side Yard Setback = 30', 50' Adjacent to Street Min. Rear Yard Setback = 50' Hardcover- Tier 3 Lot Area = 92,924 Sq.Ft. House Area= 4,731 Sq.Ft. Stoop Area = 142 Sq.Ft. Deck Area = 310 Sq.Ft. Porch Area = 260 Sq.Ft. Retaining Wall Area= 137 Sq.Ft. Paver Patio= 656 Sq.Ft. Driveway Area = 3,170 Sq.Ft. Total Impervious Surface = 9,406 Sq.Ft. Total Impervious Coverage = 10.12% (Max Impervious Coverage= 35%) JAN _ 7 2010" Sf SMOINSIM Offset Irons (elevations are to the trap of pipe) OS #1 - 959.79 OS #2 = 958.07 OS #3 = 956.34 OS 44 = 956.00 OS #5 = 954.85 OS #6 = 959.80 OS #7 = 965.24 OS #8 = 968.66 OS #9 - 972.30 OS #10 = 971.84 OS #11 = 969.79 OS #12 = 96698 Basement Calculation Total Perimeter at or Under Existing Contour 959.3 = 166.4 Lin.Ft. Total Perimeter Over Existing Contour 959.3 = 139.9 Lin.Ft. Total Perimeter = 306.3 Lin.Ft. Total Percentage At or Below Existing Contour 959.3 = 54.32% Asbuilt Elevations Asbuilt Garage Floor Elevation = 962.7+0.33= 963.0 (NOT POURED) Asbuilt Top of Foundation Elevation = 963.3 Asbuilt Basement Floor Elevation = 954.4 \ I hereby certify that this is a true and correct representation of a survey of the boundaries of: Lot 14, Block 3, LAKEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota, and the location of all buildings, if any, thereon, and all visible encroachments, if any, from or on said land, as surveyed by me this 28th day of October, 2015. NO RIS David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com 30 15 0 15 30 60 SCALE IN FEET FIELD CREW NO. SURVEY LEGEND DATE REVISION OO CAST IRON MONUMENT E A/C UNIT BITUMINOUS Z CATCH BASIN © CABLE TV PEDESTAL BSBt BUILDING SETBACK LINE Q FLARED END SECTION 0 ELECTRIC TRANSFORMER cTv CABLE TV N GATE VALVE OO ELECTRIC MANHOLE CONCRETE CURB < GUY WIRE EO ELECTRIC METER CONCRETE 'Cr HYDRANT © GAS METER -96o CONTOUR EXISTING O SURVEY MONUMENT SET © GAS VALVE s.._,, CONTOUR PROPOSED • SURVEY MONUMENT FOUND -° °-°- GUARD RAIL DT DRAIN TILE SURVEY CONTROL POINT [5 HAND HOLE ELc ELECTRIC UNDERGROUND Y LIGHT POLE SOIL BORING -X-X- FENCE � POWER POLE TREE CONIFEROUS FO FIBER OPTIC UNDERGROUND O SANITARY MANHOLE TREE DECIDUOUS GAS GAS UNDERGROUND ce CONSERVATION EASEMENT SIGN OT TELEPHONE MANHOLE oHu OVERHEAD UTILITY SIGN 0 TELEPHONE PEDESTAL " H 1 " 1 H H "' RAILROAD TRACKS x972.5 GROUND ELEVATION TRAFFIC SIGNAL ' SANITARY SEWER STORM DRAIN OO UTILITY MANHOLE -> STORM SEWER / sr STORM MANHOLE � UTILITY PEDESTAL TEL TELEPHONE UNDERGROUND YARD LIGHT OOW WELL uTL UTILITY UNDERGROUND ,972.5WATERMAIN FOUNDATION ASBUILT ELEVATION FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. \���RS =� W /, SURD i .' N SAT H R E-BERGQUIST, INC. TWP.117 - RGE.23 - SEC.06 CERTIFICATE OF SURVEY PREPARED FOR: S WAN S O N HOMES CTAT 1 BDH 11/4/2015 Revised House Footprint Project City: Orono DRAWN 2 BRV 11/6/2015 Revised Impervious Coverage Hennepin County A35_O26-001 BDH/BRV 3 BDH 1111712015 Revised Proposed Grading Plan 8 BasementCalculatons 4645 St Andrews Street CHECKED 4 BDH 11/24/2015 City Comments m .�.� ��FRS -4, % ' 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CO 4� P�P� DBP 5 BRV 12/412015 Added Paver Patio, Ret. Wall and Updated Impervious Coverage DATE 6 BRV 12/912015 Revised Proposed House Elevations 10/06/15 7 BRV 1/7/2016 FOUNDATION ASBUILT +P45 51. Airldm Jre& 2-0 5 - 0l430 RurewiiOK-�i-