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LEGEND <br />PROPOSED TIPOUT CURB PER <br />a <br />(. <br />z_ <br />H <br />C) <br />N) <br />0 <br />z <br />J <br />d <br />z_ <br />W <br />E _z <br />o a <br />z <br />o W <br />o / <br />N <br />I uri <br />O) <br />f N) <br />o% <br />N <br />o <br />01a <br />Q/ <br />DATE <br />\ <br />REVISION <br />869, <br />865 <br />co <br />Go <br />I0 <br />c0 <br />m <br />i(0 <br />CO <br />a, <br />w <br />c0 <br />co <br />\ <br />C.) <br />cD <br />co <br />p <br />il <br />ll‘ <br />0 <br />CO <br />0 <br />co <br />0 <br />00 <br />L <br />872 <br />N <br />CO <br />370 <br />_869 <br />868 <br />8698 <br />870 <br />N <br />co <br />R71 <br />LOT 2 <br />N <br />N <br />a) <br />DATE <br />411, <br />REVISION <br />872 <br />870 <br />869 <br />868 <br />868869 <br />870 <br />868 <br />871 <br />N <br />N <br />N <br />N. <br />Go <br />411, <br />co <br />on <br />O <br />N <br />on <br />872 <br />c) <br />co <br />co <br />'371 <br />R7n <br />BIT= GL=871.10 <br />870.15 GL=871 .32 <br />GL=871.5 6\ <br />GL=871.32 <br />c) (6") <br />oCOo !� B I T = <br />870.15 <br />870 <br />SEE SHEET C12 <br />FOR ENTRANCE <br />ROAD PROFILE <br />GI=� <br />869.66 / <br />O) <br />00 <br />C) <br />co <br />co <br />r'. <br />co <br />0 <br />N <br />BIT=� <br />870.61 <br />BIT= <br />870.61 <br />01 <br />0 <br />a <br />GL=870.88 <br />° L GL=871.32� <br />a A CONC= <br />a�871.91°nn <br />0 <br />0 <br />+- <br />N <br />GL= <br />870.04 <br />GL= <br />870.38 <br />GL= <br />Rco 870.08 <br />BIT/CONC= <br />871.82 - <br />BIT=871.82 <br />BIT=871 .82 <br />BIT=871.55 <br />BIT=- <br />871 .45 <br />BIT= <br />871.08 <br />87/ <br />GL=871.10 <br />(0") <br />GL= <br />869.66 <br />GL= <br />868.95 <br />- GL= <br />869.67 <br />GL=869.59 <br />GL= <br />869.62 <br />GL= <br />869.82 <br />GL=869.88 <br />GL=869.73 <br />co <br />GL=869.58 <br />GL=869.67 <br />GL=869.96 <br />GL=870.19 <br />GL= <br />867.72 <br />87 <br />GL=870.29 <br />GL=870.45 <br />A <br />GL=870.56 <br />GL= BIT=871 .33 <br />871.10 <br />GL=871.41 (0") 'k <br />GL=871.67 (0") <br />A <br />CONC= <br />871.59 <br />CONC= <br />871.50 <br />LOT 1 <br />GL=871.10 GL= <br />(6") 870.29 <br />877 870 <br />863 <br />GL=870.69 <br />868 <br />871 <br />411, <br />870 369 <br />860 <br />GL=869.88 <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly Licensed Professional Engineer under the laws <br />of the State o - ota. <br />I MUIHY A. <br />Date 8/12/24 <br />,F'.L. <br />Lic. No, 43362 <br />DESIGNED BY: <br />TAE <br />DRAWN BY: <br />TAE <br />CHECKED BY: <br />CJJ <br />60 <br />GL=870.88 <br />(0") <br />`c GL=871.67 <br />(0") <br />I I <br />I I <br />I I <br />I I <br />871 <br />GL=870.69 <br />LOT 3 <br />GL= <br />868.12 <br />367 <br />GL=871.33 <br />(6") <br />4 871 870 <br />869 <br />872 <br />871 <br />873 <br />870 <br />GL= <br />867.72 <br />BCC <br />868 <br />GL=871.43 (0") <br />GL=871.61 <br />(0") <br />869 <br />FINISHED FLOOR <br />ELEVATION=872.0 <br />874 <br />GL=869.88 -' <br />11 <br />87 <br />871 <br />36 <br />368 <br />GL= <br />868.12 <br />A <br />I I <br />I I <br />I I <br />I I <br />n <br />r <br />GL= ' 8 <br />868.27 <br />0; <br />I I <br />GL= <br />868.35 <br />GL=871.04 (6" <br />GL=871.61 <br />(0") <br />a p °a <br />Hakanson Anderson <br />I I <br />I I <br />I I <br />I I <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson-anderson.com <br />0 <br />- GL=871 .02 <br />GL= <br />870.72 <br />GL= <br />870.81 <br />GL= GL= <br />871.17 -871- 871.17 <br />I I <br />I I <br />I I <br />I I <br />S 7-2 <br />GL= <br />867.51 <br />CO <br />co <br />G _= <br />868.48 <br />869 <br />57 <br />362 <br />86E <br />- 600 <br />411, <br />A A <br />GL=870.75 <br />GL= <br />870.88 <br />8E G 367 <br />C6Z <br />364 <br />367 <br />36? <br />36e <br />GL=869.92 <br />GL=869.89 <br />869 <br />GL=870.69 -t <br />860 <br />GL= <br />xxx.xx <br />FG= <br />xxx.xx <br />BIT= <br />xxx.xx <br />CONC= <br />xxx.xx <br />BLDG= <br />xxx.xx <br />868d� <br />864 <br />862 <br />T <br />'4'-- GL= <br />869.69 <br />DRAINAGE ARROW <br />PROPOSED GUTTER LINE ELEVATION <br />PROPOSED SPOT ELEVATION (FINISHED GRADE) <br />PROPOSED SPOT ELEVATION (BITUMINOUS) <br />PROPOSED SPOT ELEVATION (CONCRETE) <br />PROPOSED GROUND ELEVATION AT BUILDING <br />56E <br />86,9.75 <br />GL=870.74 <br />(6") <br />(0") <br />GL=870.74 <br />(6") <br />- GL= <br />870.88 <br />GL= <br />871.17 <br />C‘ <br />00 <br />GL= <br />869.50 <br />GL= - <br />869.70 <br />GL= <br />870.75 <br />ANOKA RAMSEY ATHLETIC ASSOCIATION <br />GL= <br />871.17 <br />GL= <br />870.89 <br />A <br />A <br />A <br />A <br />A <br />00 <br />867.96 <br />869.75 <br />CONC= <br />869.85 <br />CONC= <br />869.99 <br />GL= <br />869.89 <br />oo <br />co <br />oo <br />GL= <br />869.07 <br />MI I <br />(ICI <br />CO <br />7( <br />30 <br />0 <br />SCALE <br />-S <br />IN <br />30 <br />60 <br />FEET <br />Kinghorn, <br />CONSTRUCTION <br />STAKING PLAN <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />C15 <br />SHEETS <br />3395.24 <br />