2015.11.04 PREC Packet - Laserfiche WebLink

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LEVEE 55' 21' ELEV. 881.0 ELEV. 881.0 \\ \\ \\ I I I I I ELEV. 875.3 SHEET PILING DOWNSTREAM 11.1 l 3.1 I I I I STEEL TOP CAP ELEV. 877.3 � 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 I I 1 I 1 I I 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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 ELEV. 849.3 OR USE CONCRETE EDGING? NOTES: 6" X 6" TREATED TIMBER 1. TREATED TIMBER EDGING MATE PER MNDOT 3491. SEED OR SOD AS SPECIFIED EDGING RAILROAD TIES WILL NOT BE AC LE. 6 -INCHES TOPSOIL VARIABLE SLOPE % / ELEV)D=.XX \1 Width (W) Height (H) FINISHED WEIGHT GRADE STAPLE GEOTEXTILE TO TIMBER 4 Flange Web �1 STEEL REBAR, N0.4, 18 -INCHES, DRIVEN FLUSH WITH SURFACE. <:D O MINIMUM 2 REBAR PER 8 -FT TIMBER P: F: 763.493.4522 I 763.493 .." COMPACTED SUBGRADE J scale AS SHOWN RANDOM RIPRAP, CLASS 3, MNDOT Printed Name: Dennis McAlpine License #: 46827 2511, 2 -FEET THICK Sides GEOTEXTILE FILTER, TYPE 4, MNDOT 3733 ELEV)D=.XX �i ELEV XXXX.XX CROSS SECTION AT CENTERLINE DAM 3 0 3 6 Scale Feet r C15z33,9 / PILES A f" C15x33.9 ON A ELEV. PILES TOP OF CAP PILING ELEVATION VARIABLE. SEE CROSS SECTION AT CENTERLINE OF DAM. 114" CONTINUOUS WELD PLAN VIM SECTION A -A ELEV. 877.3 4:1 PILE CAP DETAIL NOT TO SCALE FLOW m 4- m RIPRAP, CL 3 J ELEV. 875.3 J rL SHEET PILING NOTES: 1. ALL ELEVATIONS NAVD 88. RIPRAP, CL 3 ELEV. 881.0 ELEV. 853.0 ELEV. 851.0 LEVEE NOTES: 1. ALL ELEVATIONS NAVD 88 SECTION Width (W) Height (H) THICKNESS WEIGHT SECTION MODULUS Moment Of Inertia COATING AREA Flange Web Pile Wall ELASTIC of P: F: 763.493.4522 I 763.493 .." p (t,) scale AS SHOWN No. Revision Date By Printed Name: Dennis McAlpine License #: 46827 Sides ft2/ft In in in in Ib/ft IMP In3/ft in4/ft of single PZC 13 27.88 12.56 0.375 0.375 50.4 21.7 24.2 152.0 5.60 a ASTM YIELD STRENGTH (ksq (Mil A 572 Grade 50 1 50 345 NOTE: 1. PZC 13 ASTM A 572 GRADE 50 HOT ROLLED STEEL PILING AS MANUFACTURED BY SKYLINE STEEL CORPORATION OR ENGINEER APPROVED EQUIVALENT. TYPICAL TIMBER EDGING DETAIL NOT TO SCALE r PROFILE AT CENTERLINE OF DAM NOT TO SCALE SHEET PILE DETAIL (PZC 13) NOT TO SCALE I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: Date: xx-xx-2015 Houston Engineering Inc. Maple Grove Drawn by DJL Date 9-30-15 HANSEN PARK PROJECT PRELIMINARY DESIGN PHASE NEW BRIGHTON, MINNESOTA RICE CREEK WATERSHED DISTRICT SHEET -PILE DAM STRUCTURE DETAILS PROJECT NO. R145555-240 SHEET S P: F: 763.493.4522 I 763.493 .." Checked by DDM scale AS SHOWN No. Revision Date By Printed Name: Dennis McAlpine License #: 46827