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<br />Drawing File N~ <br />Acod Ver, 2002 <br />; <br /> <br />Scale: <br />'2 <br /> <br />Units: <br />'j <br /> <br />English <br /> <br />Creation Dote: <br />Lost Modification Dote: <br />Full Path: $FlLES <br /> <br />File Information <br /> <br />8/30/04 ~ <br />11/16/04 Initiols: <br /> <br />OR <br />BZP <br /> <br /><=:) <br /><=:) <br /><=:) <br /><=:) <br /><=:) <br />.. <br /> <br />10 <br /> <br />11 <br /> <br />Designer: <br /> <br />Detoiler, <br /> <br />Sheet Subset: <br />i2 <br /> <br />Bridge <br />13 <br /> <br />Subset: <br />i <br /> <br />1. <br /> <br />sneet <br />15 <br /> <br />16 <br /> <br />Colorado Department <br />~oTI <br />=-.~ <br />~t7T1tNCSP01'T"Tl~ <br /> <br />4 <br /> <br />Region <br /> <br />Void: <br /> <br />W.K. <br />O. <br /> <br />FlECK <br />RIVERA <br /> <br />Sheet <br /> <br />Structure <br />Numbers <br /> <br />B2 <br /> <br />of <br /> <br />22 <br /> <br />Number <br /> <br />4096 <br /> <br />1420 2nd Street <br />Greeley, Colorado 80631 <br />Phone: 970-350-2103 <br /> <br />of <br /> <br />Transportation <br /> <br />FAX: <br /> <br />970-350-2177 <br /> <br />Revised: <br /> <br />No <br /> <br />Revisions: <br /> <br />GENERAL <br /> <br />LAYOUT <br /> <br />B- <br /> <br />7-00 <br /> <br />Project <br />BR0853-050 <br /> <br />No.jCode <br /> <br />Computer <br /> <br />Sheet <br /> <br />Revisions <br /> <br />As <br /> <br />Constructed <br /> <br />SECTION <br />Token at Horizontal Control <br />lIE Finished GradeElelvation <br /> <br /> <br />~ <br />-I~ <br /> <br />~f <br /> <br />, <br />I <br /> <br />~I] <br />o u <br />~6 <br /> <br />H <br /> <br />5040 <br /> <br />5080 <br /> <br /> <br /> <br /> <br /> <br />r 5060 <br /> <br />-L <br />763+00 <br /> <br />Unclassified Excavation <br />(Included in Roadway <br />Ouantities) (Typ.) <br /> <br />Drilled Caisson <br />(24 Inch) <br /> <br />lIEE <br /> <br />l' -0" Riprap w/ <br />6" Filter Mot" (Typ <br /> <br /> <br />5070.68 <br /> <br /><t Back <br />lIE E <br /> <br />51 '-0 <br />Channel Width <br /> <br />Bearing <br />5070.9 <br /> <br />Line <br /> <br />Drilled Caisson <br />(30 Inch) <br /> <br />Bearrng <br />0100 EI <br /> <br />-L <br />764+00 <br /> <br />5064 <br /> <br />Approximate <br />of 100-year <br /> <br />Existing <br />Ground <br /> <br />8 <br /> <br />ine <br /> <br />Limits <br />scour <br /> <br />lIE EI <br /> <br />Drilled Caisson <br />(24 Inch) <br /> <br />08 <br /> <br />507 <br /> <br />5080 <br /> <br /> <br /> <br /> <br /> <br />5060 <br /> <br /> <br /> <br /> <br /> <br />5040 <br /> <br /> <br />+ <br /> <br />1 <br /> <br />267% <br /> <br />PROFILE GRADE <br /> <br />p, <br />EI <br /> <br />Sta. 762+89.57 <br />5,070.74 <br /> <br />Location of <br />Structure <br /> <br />+0.2733% <br /> <br />H <br /> <br />. <br />. <br />'" <br />5i <br /> <br />'I <br /> <br />~ <br />~ <br /> <br /> <br /> <br /> <br /> <br /> <br />~ <br /> <br />-0" <br /> <br />-0 <br /> <br />300 <br /> <br />Ver <br /> <br />co <br /> <br />Curve <br /> <br />B.F. Abu <br />-3 <br /> <br />ct <br /> <br />Brg <br /> <br />Abu <br /> <br />42'-3 <br /> <br />I ct Pier <br /> <br />2 <br /> <br />42'-3 <br /> <br />ct Brg <br /> <br />Abu <br /> <br />3 <br /> <br />B.F. Abu <br /> <br />-3 <br /> <br />3 <br /> <br />87' -0 <br /> <br />BF <br /> <br />Abu <br /> <br />to <br /> <br />B.F. Abut <br /> <br />3 <br /> <br />~I] <br />c u <br />o . <br />, " <br />au <br /> <br />Existing <br /> <br />PLAN <br />Contours <br /> <br />Shown <br /> <br />~ <br /> <br />: <br /> <br />[Ji <br />1 <br />'" <br /> <br />~ <br /> <br />- <br />"<t" <br /> <br />-COlD <br />I ~ <br />"- u <br /> <br />OJ': <br />I:S' <br />- L <br />COU) <br /> <br /> <br />TYPICAL SECTION <br /> <br />~~ <br />o <br />8- <br />.9 <br /> <br />j <br /> <br />~ <br /> <br />ID <br /> <br /> <br />o <br /> <br />--+- <br />763+00 <br /> <br />Sta <br />'t Pier <br /> <br /> <br />2 <br /> <br />-c- <br /> <br />norizontal <br />and Layout <br /> <br />--+- <br />764+00 <br /> <br /> <br />Control <br />Line <br /> <br />Line <br /> <br />'01 Q) <br />I c <br />- 0 <br />N-l <br /> <br />:; <br />o <br /> <br />.3 <br /> <br />::J <br />o <br /> <br />o <br />I <br />n <br />"<t" <br /> <br /> <br />Finished <br />Grode <br /> <br /> <br />Prestressed Concrete <br />Slob (72" x 16") <br />(Typ.) <br /> <br />Bridge <br />Type <br />(Typ,) <br /> <br />o <br /> <br />c <br /> <br />--.L <br /> <br />It) <br />co <br />(/] <br />::J <br />rd <br /> <br />Approach <br />(Typ.) <br /> <br />Slab <br /> <br />CD <br /> <br />Sta <br /> <br />L_________+_ <br /> <br />N 17"1 <br /> <br />763+30.00 <br />Abu <br /> <br />5'23" W <br /> <br />Sta <br />B.F. <br /> <br />\ <br /> <br />Existing Structure <br />B-17-0 to be <br />removed <br /> <br />764+ <br />Abut. 3 <br /> <br />:;;t <br /> <br />'~.: <br />I:S' <br />- L <br />co(/] <br /> <br />-0 Q) <br />I c <br />" 0 <br />N -l <br /> <br />-co ID <br />I L <br />-:-8 <br /> <br />-6 <br />Curb <br /> <br />3" Hot Bitumi <br />Pavement over <br />Waterproofing <br />(membrane) <br /> <br />Ft./Ft <br /> <br />8'-0 <br /> <br />Shld <br /> <br />20'-0 <br /> <br />2'-0 <br /> <br />Lane <br /> <br />43'-0 <br /> <br />f Br <br /> <br />Out <br /> <br />I <br /> <br />to <br /> <br />dge <br /> <br />e <br /> <br />zanta <br /> <br />2'-0 <br /> <br />Ou <br /> <br />Grade <br /> <br />Lone <br /> <br />20'-0 <br /> <br />Control <br /> <br />02 <br /> <br />8'-0 <br /> <br />Line <br /> <br />Shldr <br /> <br />-6 <br />Curb <br /> <br />Ra <br />OM <br /> <br />c <br /> <br />B <br /> <br />A <br /> <br />Brg <br /> <br />Abut. <br /> <br />f Brg <br /> <br />Abut <br /> <br />3 <br /> <br />B <br /> <br />A <br />