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Lt V tt (,HOSS SEC- NS <br /> 112+00 - 118+00 <br /> 4 LEVEE CROSS SECT t NS <br /> 120+00 - 124+00 <br /> 5 LEVEE CROSS SECTIONS <br /> 126+00 - 130+00 <br /> 6 LEVEE CROSS SECTIONS <br /> 132+00 - 136+00 <br /> RIPRAP TYPICAL SECTION <br /> Elevation Varies <br /> as Shown on <br /> Actual Sections <br /> 100—Yr Water <br /> Surface Elevation` <br /> 18"(MIN.) Type L Riprop <br /> Slope Protection <br /> Slope Varies M. <br /> (Minmum 3:1) <br /> See Actual <br /> Sections <br /> 1' Min. <br /> Irrigation <br /> Ditch 3' <br /> Fibermesh <br /> Reinforced <br /> Concrete <br /> Wall <br /> 12 <br /> Varies <br /> N.T.S. <br /> ' NOTE: The 100—year water surface elevation shown on each cross section indicates the 100—year <br /> water surface elevation obtained from the following source: <br /> Greenhorne & O'maro, 1986. South Boulder Creek Flood Hazard Area Delineation. <br /> AS—CONSTRUCTED CONDITIONS: <br /> These drawings reflect as—constructed conditions unless otherwise described in this note. To <br /> identify changes made during construction, these drawings must be compared against the record <br /> design drawings. Due to an excess of fill material, the inside slope of the levee ("structural inside <br /> slope' on plans) may contain excess fill on top of the designed structural section. See individual <br /> cross—sections for details. The toe wall was surveyed for its as—constructed location prior to its <br /> being covered by the riprop protection. As—constructed conditions were surveyed by Scott, Cox, <br /> and Associates. <br />