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SEED OR SODAS <br />6 -INCHES TOPSOII <br />VARIABLE SLOPE <br />STAPLE GEOTEXTILE <br />STEEL REBAR, NO. 4. 18 -INCHES, <br />MINIMUM 2 REBAR PE <br />COM <br />LEVEE <br />ELEV. 581.0 <br />ELEV, 853.0 <br />3' <br />FLEV. 851.0 <br />55 <br />21' <br />ELEV.881.0 <br />I E <br />I <br />ELEV. 87Z-3 SHEET PILING DOWNSTREAM <br />I I I I 917 GRADE <br />I I I I STEEL TOP CAP ELEV, 577.3 <br />I I I I I I I I I � <br />1! 1 1 1 4,1 1 1 1 <br />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 -1-II I <br />I l l l l l l l l l l l l l l l f l l l l l l l l l l l l l l l l l l l l <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 <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 <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 <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 l l l l l l l l <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 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 l l <br />ELEV. 840.3 <br />YYNfi �rY <br />CROSS SECTION AT CENTERLINE DANT <br />3 0 3 6 <br />^.xalo Feai <br />ELEV. 849.3 <br />TOP OF CAP PILING ELEVATION VARIABLE. <br />1 SEE CROSS SECTION AT CENTERLINE OF DAM. <br />J <br />114' CONTINUOUS WELD <br />S16E'� <br />ELEV, 861.0 <br />ELEV. 551.0 <br />LEVEE <br />NOTES: <br />1. ALL ELEVATIONS NAVD BB <br />Width Height <br />(H) <br />SECTION <br />THICKNESS <br />WEIGHT <br />SECTION <br />MODULUS <br />Mnment <br />Inertia(y <br />COATING <br />AREA <br />Range <br />Web <br />NOT TO SCALE <br />Well <br />ELASTIC <br />I hereby certiry that this plan, specification, or report was prepared by me or under <br />(6) <br />:prig <br />HANSEN PARK PROJECT <br />Sides <br />my direct supervision and that I am a duly Licensed Professional Engineer under <br />Maple Grove' <br />elftelftblf12 <br />In In <br />in <br />;0.375 <br />in <br />I <br />in3M <br />In4M <br />of sin le <br />PZC 13 27.88 12.58 <br />9-30-15 <br />0.375 <br />50.4 <br />21.7 <br />24.2 <br />152.0 <br />5.60 <br />7 <br />ASTM <br />YIELD STRENGTH <br />(-) I (Mpa) <br />A 572 Grade 50 <br />50 395 <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 93) <br />NOT TO SCALE <br />NOT TO SCALE <br />NOT TO SCALE <br />I hereby certiry 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 ofthe State or Minnesota. <br />Houston! <br />D1L <br />9-30-15 <br />DETAILS <br />:1!! <br />Engineering Inc. <br />g g <br />P: <br />763.493.4522 <br />Checked by <br />Scale <br />PRELIMINARY DESIGN PHASE <br />Signature: Date: Xx, <br />F: <br />1763.493.557- <br />DDM <br />AS SHOWN <br />NEW BRIGHTON, MINNESOTA <br />PROJECT NO. 8145555-240 <br />8 <br />No, Revision Date 8y <br />46015 <br />PdName:McAlpine License#: 46627 <br />RICE CREEK WATERSHED DISTRICT <br />