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CERTIFICATE OF SURVEY * BUILDER TO VERIFY HOUSE DIMENSIONS, SEWER DEPTH AND FOUNDATION DEPTH. <br />* DRIVEWAYS ARE SHOWN FOR GRAPHIC PURPOSES ONLY. FINAL DRIVEWAY DESIGN <br />AND LOCATION TO BE DETERMINED BY CONTRACTOR. <br />NOTES <br />Field survey was completed by E.G. Rud and Sons, Inc. on 06/13/16. <br />Resolution <br />Exhibit A <br />0 <br />• <br />~for~ Tim Druk <br />~Of~ 1240 Arbor St., Orono, MN <br />* FINISHED GRADE ADJACENT TO HOME SHALL BE 0.5 FEET BELOW TOP OF BLOCK <br />EXCEPT AT DRIVEWAY AND PATIO. Bearings shown are based on the Hennepin County Coordinate System NAD 83 (86 adj.). <br />k-- <br />\ '-3/4"1P <br />l <br />t ~~ <br />.· 0 O <br />····························· ,!...e;. <br />.,_'o 1~ g <br />o,'0'o· "' - <br />+ x958.1 ~0)-"- <br />-....~.9~~:~4 <br />-······· -· .. - <br />Denotes Iron Set <br />Denotes Iron Found <br />Scale 1 "= 30' <br />Job No.: 16486HS <br />I ,-, -i- <br />i I I I <br />1.~ ._, I <br />. x955.98 <br />x954.68 <br />><.9,~~::.~ .. ) <br />x956.37 <br />_x956.92 \x955.98 <br />(Q <br />-,s,S,i n C 2 <br />x955.55 <br />0 (.)' x957;_45 r-: 01 , " -,- <br />··' t0 L_ 1 <br />.... ) : <br />S89°15~f 9"E 191.25 'fl(.Meas) x955~9 <br />0 ~f 18 (Plat) p. .... _:· <br />Paver .. around_... <br />6.33 / <br />'f)<i::, <br />.. ·O) <br />x955. 70 <br />x955.83 ·· ... <br />LOT <br />x955.67 <br />·····.~;_ee <br />x95.,6.13 <br />7 <br />x955.73 <br />x95~.22 <br />•, -.- <br />EXISTING <br />GARAGE/HOUSE <br />x954.44 <br />- <br />······--·· <br />x955.56 95: <br />x955.96 <br />x955. 70 x955.49 <br />- <br />r· -, <br />I <br />x9_5'3 <br />I -t <br />Vertical Datum: NAVD88 <br />Builder /contractor to verify Sanitary Sewer Depth prior to excavation. <br />This survey was prepared without the benefit of title work. Additional easements, <br />restrictions and/or encumbrances may exist other than those shown hereon. Survey subject <br />to revision upon receipt of a current title commitment or an attorney's title opinion. <br />• <br />X 952.36 <br />181 <br />································· <br />---OHW--- <br />i---, <br />L __ _j <br />LEGEND <br />DENOTES IRON MONUMENT FOUND AS <br />DENOTES EXISTING SPOT ELEVATION <br />DENOTES HUB <br />DENOTES POWER POLE <br />DENOTES TELEPHONE PEDESTAL <br />DENOTES EXISTING CONTOURS <br />DENOTES PROPOSED CONTOURS <br />DENOTES TREE LINE <br />DENOTES OVERHEAD WIRE <br />DENOTES BITUMINOUS SURFACE <br />[;{/~/:.\'.~ DENOTES GRAVEL SURF ACE <br />---s---DaWTES SILT FENCE <br />® DENOTES SANITARY SEWER MANHOLE <br />DENOTES EXISTING SANITARY SEWER <br />er@:) DENOTES PROPOSED ELEVATION. <br />X 1011.2 DENOTES EXISTING ELEVATION. <br />LABELED <br />HARDCOVER AREAS: / DENOTES DIRECTION OF DRAINAGE. <br />(See Hardcover Calculation Worksheet) <br />26.3 28.0 <br />0 <br /><D A 0 I N '° N <br />28.0 4.0 <br />I --------~~~ I <br />Cl ---7 <br />-6.01::: 0 10.°o, <br />iF 4. B ~ Dal ,_ <br />l~I <br />__ __:-_J <br /><1> 0 :§ 1~1E c-J <br />t I I 30.0 L.L <br /><1> 8.0 ---~J~ C. e 1s.o 'G <br />Cl. <br />t8J DENOTES WOOD HUB/METAL SPIKE AT 11 FOOT <br />OFFSET. (UNLESS OTHERWISE NOTED) <br />*OFFSET DISTANCES FROM HUBS SHOWN DO NOT <br />MATCH WHAT IS WRITTEN ON THE STAKES IN THE <br />FIELD. <br />DIAGONAL: 32.00 X 74.00 = 80.62 <br />(BASED ON A 12 COURSE BASEMENT) <br />PROPOSED ELEVATIONS: <br />TOP OF BLOCK = 961.9 <br />GARAGE FLOOR = 961.5 <br />LOWEST FLOOR = 953.8 <br />TOP OF FOOTING = 953.5 <br />Lots 6&7, Block 1, MAXWELL'S ADDITION TO CRYSTAL BAY, Hennepin County, Minnesota. <br />Bearings shown are on <br />an assumed datum. <br />Drown By: SNN <br />Project Manager: KDN <br />I hereby certify that this plan, survey or report was prepared by me or <br />direct supervision and that I am a duly Registered Land Surveyor under <br />of the State of Minnesota. Dated this 11th day of JULY <br />License No. 45356 <br />under my <br />the laws <br />, 2016. <br />t:/jlll ------- <br />www.egrud.com <br />Professional Land Surveyors <br />990 5th Avenue SE, Suite 2 <br />Hutchinson, MN 55350 <br />Tel. (320) 587-2025 Fax (320) 587-2595