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