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C056/ <br />1 <br />1 <br />/ <br />2 <br />0 <br />2 <br />2 <br /> <br />2 <br />: <br />4 <br />9 <br /> <br />P <br />M <br />Pr <br />i <br />n <br />t <br /> <br />D <br />a <br />t <br />e <br />: <br />Fi <br />l <br />e <br /> <br />L <br />o <br />c <br />: <br />C: <br />\ <br />C <br />M <br />\ <br />C <br />i <br />v <br />i <br />l <br /> <br />M <br />e <br />t <br />h <br />o <br />d <br />s <br />, <br /> <br />I <br />n <br />c <br />\ <br />C <br />M <br />I <br /> <br />- <br /> <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />7 <br />. <br /> <br />P <br />r <br />o <br />j <br />e <br />c <br />t <br />s <br />\ <br />0 <br />5 <br />4 <br />2 <br />_ <br />T <br />J <br />B <br />_ <br />L <br />a <br />k <br />e <br /> <br />A <br />m <br />e <br />l <br />i <br />a <br /> <br />W <br />o <br />o <br />d <br />s <br />\ <br />0 <br />8 <br />_ <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />A <br />N <br />D <br /> <br />S <br />P <br />E <br />C <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br />S <br />\ <br />C <br />3 <br />D <br />\ <br />S <br />h <br />e <br />e <br />t <br />s <br />\ <br />0 <br />5 <br />4 <br />2 <br />_ <br />G <br />R <br />A <br />D <br />I <br />N <br />G <br />. <br />d <br />w <br />g <br />KEBDESIGNED: <br />LIC. NO.: <br />DATE: <br />KENT E BRANDER <br />DRAWN: <br />CHECKED: <br />KEB <br />DMP44578 <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. <br />12-03-2021 <br />CIVIL METHODS, INC. <br />PO Box 28038 <br />St. Paul, MN 55128 <br />763.210.5713 | www.civilmethods.com <br />9100 BALTIMORE ST. STE 102 <br />BLAINE MN 55449 <br />DATE / REVISION:OWNER:TITLE:SHEET NO: <br />LINO LAKES, MN <br />LAKE AMELIA WOODS <br />10-22-2020 PRELIMINARY PLANS FOR PRELIMINARY PLAT SUBMITTAL - NOT FOR CONSTRUCTION <br />02-22-2020 ADDED FLOOD ELEVATION INFO PER CITY COMMENTS <br />09-22-2020 ADDITIONAL REVISIONS PER CITY AND OTHER AGENCY COMMENTS <br />12-03-2021 ADDITIONAL REVISIONS PER CITY AND OTHER AGENCY COMMENTS <br />BENCHMARKS <br />Anoka Cty Benchmark No. 3005, Elev = 930.19 (NAVD 88) <br />MNDOT Benchmark Otter Mndt Reset, Elev =941.08 (NAVD 88)LEGEND <br />Feet <br />0 100 200 <br />LAKE AMELIA <br />OHW ELEV = 908.1 (NGVD 29) <br />= 908.3 (NAVD 88) <br />100-YR HWL ELEV = 910.0 (NGVD 29) <br />= 910.2 (NAVD 88) <br />PROPERTY LINE <br />SETBACK <br />DRIVEWAY <br />STORMWATER BMP <br />WETLAND BUFFER <br />PROPOSED CONTOUR <br />EXISTING CONTOUR <br />WETLAND EDGE <br />SILT FENCE, PA OR MS <br />ROCK RIPRAP, RANDOM CRUSHED <br />EROSION CONTROL BLANKET <br />STABILIZED CONSTRUCTION ENTRANCE <br />DRAINAGE DIRECTION <br />###.##PROPOSED SPOT ELEVATION <br />BITUMINOUS ROAD <br />HOUSE / DRIVEWAY PAD <br />SLOPE > 15% (EXISTING) <br />SLOPE > 15% (PROPOSED) <br />TURF MAINTENANCE ACCESS <br />PROPOSED WELL LOCATION <br />LAKE AMELIA 100-YR HWL (910.2 NAVD 88) (FLOODPLAIN) <br />EASEMENT <br />WETLAND BUFFER EDGE <br />PR. SEPTIC AREAS <br />WETLAND <br />RIGHT-OF-WAY <br />Page 77 of 145