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11 <br />CROSS SECTION AND CROSS PIPE DETAIL <br />SCO~ <br />CORRUGATED <br />STEEL PIPE <br />BEDDING DETAIL <br />SECTiIDN "A-A" <br />• <br /> <br />STEEL P[PE <br />t <br />I <br />I <br />~ , <br />t . <br />/~ <br />~' <br />~, <br />f <br />i <br />/ <br />1 <br />I w <br />I <br />I a <br />I w <br />I <br />1 ~ <br />I o <br />w <br />a <br />A I <br />I ~ <br />~ ¢ <br />~ o <br />~ U <br />•` <br />•` <br />B <br />~u uor ~ <br />_____ ~ <br />ON TRUNK LINE <br />CROSS DRAIN DETAIL <br />PLAN VIEW <br />SUNRISE' ~NGIN~'ERING, INC. <br />CONSULTING ENGINEERS & LAND SURVEYORS <br />12227 South Business Park O~i~e, Suite 220 TEL (BOIJ 523-0100 <br />Draper, Otah 84020 FAX (BOIJ 523-0990 <br />DITCH <br />FLOWL iNE <br />END <br />ON <br />DIKE <br />BACKF ILL <br />E%CAVATI <br />'JSE CLASS 1 STRUL._ <br />BACKF ILL (COOT SPEC51 <br />SUNRISE <br />ENGINEERING <br />INC. <br />~~~~~- <br />~~ <br />• INCREASE THIS D[MENSf ON 70 D IF PIPE IS <br />PLACED IN AN EMBANKMENT WITHOUT THE <br />BENEFIT DF TRENCHING <br />NATURAL <br />DITCH GROUND <br />FLOWL INE / <br />TCH <br />OWLINE <br />NOTES: <br />1. PRECOMPACTION 6 COMPACTION: PER AASHTO T 99 <br />WITH DENSITY NOT LESS THAN 96 PERCENT OF <br />LABORATORY DENSITY. <br />2. RECESS 7HE BEDDING TO RECEIVE CULVERT JOINTS <br />WHERE APPLICABLE. <br />3. HAUNCH AREAS UNDER PIPE MUST BE IN F[RM AND <br />INTIMATE CONTACT WITH 7HE ENTIRE BOTTOM SURFACE <br />OF THE PIPE WITHOUT DISTURBING THE P[PE FROM <br />SPECIFIED LINE AND GRADE. <br />9. THE WIDTH OF THE TRENCH BO%. OR OTHER SHIELD. <br />MUST E%CEED THE REQUIRED WIDTH OF THE RACKFILL <br />IN THE BEDDING AND RACKFILL ZONES. <br />REC <br />SYL vESTFR GULCH MAR 2 « 2006 <br />AC"CE'S,}5' ROAD Division of~tiD=,.~ Geology <br />CROSS SECT/ON DETAIL <br />3 <br />5 OT-2 <br />2 OF 12 <br />o uv~nco <br />SECTIi N "B-B" <br />