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<br />.. <br />, <br /> <br /> <br />HEC-2 WEIR/SPLIT FLOW LINE <br /> <br /> <br /> Cl <br /> Cl <br />HEC-2 CROSS SECTION Cl <br />Cl <br />(TIED TO TEA STATIONING) CJ' <br />TEA STATIONING w <br />ALONG CENTERLINE +N + <br />OF CREEK 26000 26000 <br />SCS STATIONING <br />ALONG CENTERLINE \ <br />OF CREEK <br />BASE FLOOD 1 <br />ELEVATION LINE <br /> r <br />100 YEAR FLOODWAY <br />BOUNDARY LINE <br /> X <br /> X 0: X X-* <br /> <br />100YR SPILL FLOODING <br />FLOW NOT CONNECTED <br />TO MAIN CHANNEL <br />PROFILE <br /> <br />500 YEAR FLOOD <br />BOUNDARY LINE <br /> <br />100 YEAR FLOOD <br />BOUNDARY LINES <br /> <br />CREEK CENTERLINE <br /> <br />500 YEAR FLOOD <br />BOUNDARY LINE <br /> <br />HORIZONTAL SURVEY <br />BENCHMARK <br /> <br /> <br /> <br />/ <br />:' . . . __________ + -- . . - -.-:J <br /> <br />\----./ <br /> <br />J <br /> <br />x <br /> <br />o <br />Cl <br />Cl <br />CD <br />OJ <br /> <br />w <br /> <br /> <br />+ N 24000 <br /> <br />/f <br /> <br />\ <br /> <br />r <br /> <br />X <br /> <br />c <br /> <br />HYDRAULIC NOTE: <br /> <br />+ <br /> <br /> <br />+ <br /> <br />X- <br /> <br />_D~ ' ltal: <br /> <br />o <br />o <br />Cl <br />()J <br />cr, <br /> <br />Map base on 1"=200' topographic mapping prepared by CH2MHiII from photographs taken <br />December, 1994. Adjustments made I1Y Taggart Engineering Associates, Inc. per drawings by <br />McLaughlin Water Engineers, Inc., for sfructures to t;e built -by April, 1997. <br /> <br />Elevations are based on a closed level loop beginning and ending on USGS Belich Mark 1-ROB <br />1965, b~ Arrow Engineering and Surveying, Inc. Elevations basecf on the 1988/1993 National <br />Vertical lJatum. Coordinates are Modifiecf State Plane 1988. <br /> <br />o <br />o <br />o <br />'=t <br />CT. <br /> <br />W <br /> <br />f <br /> <br />w <br /> <br />+ N 22000 <br /> <br />+ <br /> <br />w <br /> <br />+ N 22000 <br /> <br />+ <br /> <br />+N C <br /> <br />CHECKED BY: <br /> <br />FLOOD INSURANCE STUDY WORK MAP <br />COAL CREEK <br /> <br />~ <br /> <br />SHEET LAYOUT <br /> <br />200 0 200 <br />~ I. <br /> <br />Scale 1" <br />CONTOUR INTERVAL 2 FT <br /> <br />I <br />200 ft <br /> <br />600 <br />I <br /> <br />SHEET NO. <br /> <br />~ TAGGART <br />'~4 ENGINEERING ASSOCIATES,INC. <br />~ 24$J 'II. 26th Ave.. Suil.e 340B <br />Oerrver,C%fodo80211 <br />{JOJ)4M-J600 fAX 4~-9929 <br /> <br />DRAWN BY: <br /> <br />DATE: <br />TEA PROJ. NO. 40 <br /> <br />2 <br /> <br />DMP' ~8alVOa\p83V\ [80a\Y~3~Ov\ :~ <br />