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i~ <br />r] <br />SECTION A-A <br />RIPRAP OUTLET BASIN <br />D2 <br />D1 <br />FLOWLI <br />r1DN <br />2' 2' PIPE 2' 2' <br />DIA. <br />PIPE OUTLET RIPRAP <br /> <br /> <br />CULVERT <br />STEEL END SECTION <br />O°0~~~ <br />~O OOO <br />c <br />2' PIPE 2' <br />DIA. <br />CULVERT <br />~CECTI ON END <br />S <br />O <br />iLOPE <br />N <br />/ ' <br /> RIPRAP <br />STA DIA. PIPE L D1 D2 D3 SIZE <br /> INCH FEET FEET FEET FEET INCH <br />83+80 84 41 5 3 3.5 30 <br />121+70 98 21 2 3 2 18 <br />123+40 48 20 2 3 2 18 <br />132+40 42 17 2 3 2 18 <br />142+90 42 29 2 2 2 18 <br /> <br />SUNRISE' ~'NGIN~'~'RING, INC <br />CONSULTING ENGINEERS & LAND SURVEYORS <br />12227 South Business Perk Drive, Suile 220 TEL (BOIJ 523-0100 <br />Draper, Utah 84020 FAX (B9J 523-0990 <br />PROFILE <br />NOTE: <br />RIPRAP CALCULATIONS BASED ON "FEDERAL HIGHWAY ADMINISTRATION. <br />1987. HYDRAULICS ENGINEERING CIRCULAR No. 14, HYDRAULIC DESIGN OF <br />ENERGY DISSIPATERS FOR CULVERTS AND CHANNELS. <br />U.S. DEPARTMENT OF TRANSPORTATION. WASHINGTON D. C." <br />i~ <br />SUNRISE <br />ENGINEERING <br />[1v c. <br />SECTION C-C <br />12" RIPRAP REO'D <br />REGt_ ~E~~~y <br />SYL vESTER GULCH MAR % ~ 20 oDSSs <br />~~~ ~,~ <br />ACCESS ROAD PL a2 sDT q..: L <br />pivision o1:'.r 'Q0I09Y O6 02 05 OT-3 <br />R/PRAP O TLET BASIN NT.S 3 OF 72 <br />SECTION B-B <br />RIPRAP OUTLET BASIN <br />