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LEVEE <br />SEED OR SOD AS SPECIFIED <br />6 -INCHES TOPSOIL <br />VARIABLE SLOPE — <br />STAPLE GEOTEXTILE TO TIMBER — <br />STEEL REBAR, NO. 4, 18 -INCHES, DRIVEN FLUSH <br />WITH SURFACE. <br />MINIMUM 2 REBAR PER 8 -FT TIMBER <br />55' <br />T 2'-11" 11'-1' 21' 11'-1" <br />ELEV. 881.0 ELEV. 881.0 ELEV. 881.0 <br />\\ \\ \\ V I I I 1 1or <br />ELEV. 875.3 SHEET PILING GRADE TRE_A'1 <br />3, <br />3 <br />STEEL TOP CAP ELEV. 877.3 <br />1 4,1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br />r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br />e//\//\//\/ IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII (IIII IIIIIIIIIII <br />1 1 I I 1 1 1 1 1 1 1 I 1 I 1 1 1 I 1 1 I 1 1 1 I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br />1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br />111111111111111111111111111111111111111111111111111111111111111111 <br />�/\\/\\/\\ 111111111111111111111111111111111111111111111111111111111111111111 <br />\//\//\// 111111111111111111111111111111111111111111111111111111111111111111 <br />i\\i\\�\\\� 111111111111111111111111111111111111111111111111111111111111111111 <br />1 1 1 1 1 1 1 1 1 1 1 �{ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br />I I I I I I I I I I I I S�t �—.{��� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SHEETPB.INcI ( I I I I <br />I l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l m I I I I I I I I I I I I I I I I I I I I <br />I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I <br />I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I <br />I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I <br />I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I <br />ELEV. 853.0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I <br />I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 <br />I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I <br />ELEV. 851.0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I <br />ELEV. 849.3 <br />OR USE CONCRETE EDGING? <br />NOTES: <br />6'X 6" TREATED TIMBER 1. TREATED TIMBER EDGING MATERIALS PER MNDOT 3491. <br />EDGING RAILROAD TIES WILL NOT BE ACCEPTABLE. <br />ELEV )D=.XX <br />FINISHED <br />GRADE <br />4 <br />� 471 <br />COMPACTED SUBGRADE J <br />RANDOM RIPRAP, CLASS 3, MNDOT / <br />2511, 2 -FEET THICK JJJ <br />GEOTEXTILE FILTER, TYPE 4, MNDOT 3733 <br />CROSS SECTION AT CENTERLINE DAM <br />3 0 3 6 <br />Scale Feet <br />ELEV X)OOCXX <br />ELEV. 849.3 <br />C15x33.9 ON <br />PILES TOP OF CAP PILING ELEVATION VARIABLE. <br />SEE CROSS SECTION AT CENTERLINE OF DAM. <br />114" CONTINUOUS WELD <br />PLAN VIEW SECTION A -A <br />PILE CAP DETAIL <br />NOT TO SCALE <br />ELEV. 877.3 <br />4:1 <br />RIPRAP, CL 3 J <br />ELEV. 875.3 J <br />rL SHEET PILING <br />NOTES: <br />1. ALL ELEVATIONS NAVD 88. <br />FLOW <br />RIPRAP, CL 3 <br />ELEV. 881.0 <br />ELEV. 853.0 <br />ELEV. 851.0 <br />LEVEE <br />NOTES: <br />1. ALL ELEVATIONS 181.. <br />SECTION <br />Width Height <br />(W) (H) <br />THICKNESS <br />WEIGHT <br />SECTION <br />MODULUS <br />Moment <br />of <br />Inertia <br />COATING <br />AREA <br />Flange <br />Web <br />Pile <br />Wall <br />ELASTIC <br />Both <br />Drawn by <br />Date <br />() <br />(t,) <br />my direct supervision and that I am a duly Licensed Professional Engineer under <br />Sides <br />Maple Grove <br />SHEET -PILE DAM STRUCTURE <br />SHEET <br />fefft <br />the laws of the State of Minnesota. <br />in in <br />in <br />in <br />Ib/R <br />Ib/ft2 <br />3 <br />in /R <br />in4 /R <br />of single <br />PZC 13 <br />27.88 12.56 <br />0.375 <br />0.375 <br />50.4 <br />21.7 <br />24.2 <br />152.0 <br />5.60 <br />E <br />ASTM <br />YIELD STRENGTH <br />(ksi) <br />(MPa) <br />A 572 Grade 50 <br />50 <br />345 <br />NOTE: <br />1. PZC 13 ASTM A 572 GRADE 50 HOT ROLLED STEEL PILING <br />AS MANUFACTURED BY SKYLINE STEEL CORPORATION OR <br />ENGINEER APPROVED EQUIVALENT. <br />TYPICAL TIMBER EDGING DETAIL <br />PROFILE AT CENTERLINE OF DAM <br />SHEET PILE DETAIL (PZC 13) <br />NOT TO SCALE <br />NOT TO SCALE <br />NOT TO SCALE <br />I hereby certify that this plan, specification, or report was prepared by me or under <br />Drawn by <br />Date <br />HANSEN PARK PROJECT <br />my direct supervision and that I am a duly Licensed Professional Engineer under <br />Maple Grove <br />SHEET -PILE DAM STRUCTURE <br />SHEET <br />the laws of the State of Minnesota. <br />Eqri <br />Houston <br />DJL <br />9-30-15 <br />DETAILS <br />Engineering Inc. <br />P: <br />763.493.45? <br />Checked by <br />scale <br />PRELIMINARY DESIGN PHASE <br />NEW BRIGHTON, MINNESOTA <br />8 <br />No. Revision Date 6y <br />Signature: Date: xx-xx-2015 <br />Printed Name: Dennis McAlpine License#: 46827 <br />F: <br />763.493.55- <br />DDM <br />AS SHOWN <br />RICE CREEK WATERSHED DISTRICT <br />PROJECT NO. R145555-240 <br />