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PLANVaries <br />LFC <br />RFC <br />LGL <br />TYPICAL CROSS SECTION <br />Spans No. 1 & 5 <br />Varies Varies <br />Varies <br />1'-6" <br />13'-6" <br />& P.G.L. <br />À Construction <br />1'-1" <br />SECTION A-A <br />& P.G.L. <br />À Const. <br />1'-6•"13'-6"Varies <br />LFC LGL <br />PGL <br />PGL RGL RFC <br />LEGEND <br />TABLE OF FINISH GRADE ELEVATIONS <br />A B CPOINTS <br />NOTES <br />APPROACH SLAB <br />Bm. 1-A <br />Bm. 1-B <br />Bm. 1-C <br />Bm. 1-D <br />TABLE A <br />ANGLES <br />ÐDESIGNATION <br />BEAM <br />Slope: 2%Slope: 2% <br />Span No. 1 <br />TABLE OF FINISH GRADE ELEVATIONS <br />1 <br />2 <br />POINTS 3 <br />SPAN NO. 1 <br />SPAN <br />MID- <br />TPL <br />(Showing location of Finish Grade Elevation Points) <br />(Showing location of Finish Grade Elevation Points) <br />PC <br />N <br />BRIDGE <br />BEGIN <br />NO. 2 <br />Â BENT <br />BRIDGE <br />BEGIN <br />APP. SLAB <br />BEGIN <br />A <br />A <br />D <br />i <br />r <br />e <br />c <br />t <br />io <br />n <br /> <br />o <br />f <br /> S <br />t <br />a <br />t <br />i <br />o <br />n <br />in <br />g <br />JOC <br />6-09 <br />LFC <br />LGL <br />1 <br />3 <br />' <br />- <br />6 <br />" <br />Radial Dimensions <br />See TABLE A for Angles at each beam. <br />Mid-Span <br />1 <br />2 <br />3 <br />A <br />B <br />C <br />Ð <br />Â Bm. 1-A <br />Â Bm. 1-B <br />Â Bm. 1-C <br />Â Bm. 1-D <br />Curve 1 <br />& P.G.L. <br />À Construction <br />LFC <br />LGL <br />RGL <br />RFC <br />T. to C. <br />90°00' 00" <br />Sta. 21+29.73 <br />Begin Approach Slab <br />J <br />o <br />in <br />t <br />O <br />p <br />e <br />n <br />TPL <br />RFC <br />T. to C. <br />78°11' 22" <br />22 <br />Jo <br />i <br />n <br />t <br />Open <br />T. to C. <br />66°13' 19" <br /> <br /> <br /> FINISH GRADE ELEVATIONS (1 OF 5) <br />39'-10„" <br />1 2 <br />'- <br />2 <br />„ <br />" <br />1 2 <br />'- <br />2 <br />„ <br />" <br />1 2 <br />'- <br />2 <br />„ <br />" <br />9 <br />… <br />" <br />3 <br />0' <br />- <br />0 <br />„ <br />" <br />1 0 <br />'- <br />6 <br />‡ <br />" <br />1 3 <br />'- <br />9 <br />‡ <br />" <br />1 0 <br />'- <br />6 <br />‡ <br />" <br /> <br />9 <br />0 <br />° <br />0 <br />0' <br /> <br />0 <br />0 <br />" <br />1 7 <br />'- <br />0 <br />„ <br />" <br />1 '- <br />6 <br />• <br />" <br />Â Bm. -A <br />Â Bm. -B Â Bm. -C <br />Â Bm. -D <br /> see Plan Drawings. <br />: For Beams prefix (Span No.) <br /> 99°41' 30" <br />69°54' 07" <br />72°22' 02" <br />74°49' 17" <br />77°16' 51" <br />72°43' 14" <br />75°11' 08" <br />77°38' 23" <br />80°05' 58" <br />1 4 <br />'- <br />1 0 <br />ƒ <br />" <br />1 '- <br />8 <br />† <br />" <br />1 <br />' <br />- <br />1 <br />" <br />71°40' 24" <br /> <br /> <br />20'-6" Rt. <br />Sta. 21+61.89 <br />POT <br />T. to C. <br />79°51' 21" <br />1 0 <br />'- <br />6 <br />‡ <br />" <br />1 '- <br />3 <br />ƒ <br />" <br />T <br />R <br />B <br />1 <br />' <br />- <br />6 <br />" <br />Arc Dim. <br />6'-5"33'-5„" <br />39'-10†" <br />LFC <br />Dimension along <br /> Span No. 2 thru 5 : Parallel to Begin Span Bent. <br /> Span No. 1 : Parallel to Front Face of Backwall. <br /> set as follows: <br /> are equally spaced along À Construction & PGL and <br /> intermediate finish grade elevations on bridge slabs <br />3) Divider Lines (marked with circles and numbers) for <br /> b) At End Bridge: Parallel to End Bridge. <br /> a) At Begin Bridge: Parallel to Begin Approach Slab. <br /> the Approach Slab limits and set as follow: <br /> are equally spaced along À Construction & PGL within <br /> intermediate finish grade elevations on approach slabs <br />2) Divider Lines (marked with circles and letters) for <br />1) For additional geometric data, see Sheet No. B-5. <br />T. to C. <br />63°47' 24" <br />T. to C. <br />77°02' 38" <br />111°08' 43" <br />1 3 <br />'- <br />9 <br />‡ <br />" <br />6 <br />'- <br />5 <br />• <br />" <br />Elevations at top of riding surface. <br />B-24 <br />SP <br />JOC <br />4 <br />0 <br />'- <br />5 <br />" <br />1 '- <br />1 1 … <br />" <br />3 Spaces (Varies) <br />MDS <br />1 '- <br />1 1 ‚ <br />" <br />1 '- <br />8 <br />‚ <br />" <br />Left Gutter Line <br />Dimensions along <br />30 <br />'-5†"39'-8…" <br />Ñ <br />V <br />a <br />r <br />i <br />e <br />s <br />Ñ <br />8 <br />" <br /> <br />S <br />l a <br />b <br />Pedestrian TPLDimensions along <br />3 <br />'- <br />7 <br />‡ <br />" <br />Wall, Typ. <br />MSE Ret. <br />2 <br />5 <br />'- <br />6 <br />‚ <br />" <br />9.343 <br />9.371 <br />9.442 <br />9.172 <br />9.141 <br />RFC <br />RGL <br />PGL <br />LGL <br />LFC <br />RFC <br />TPL <br />BM 1-D <br />BM 1-C <br />PGL <br />BM 1-B <br /> BM 1-A <br />LGL <br />LFC <br />10.269 <br />10.290 <br />10.337 <br />10.631 <br />10.880 <br />10.861 <br />10.767 <br />10.757 <br />10.726 <br />10.673 <br />10.706 <br />10.761 <br />11.092 <br />11.355 <br />11.338 <br />11.282 <br />11.280 <br />11.270 <br />11.071 <br />11.106 <br />11.165 <br />11.534 <br />11.830 <br />11.822 <br />11.806 <br />11.806 <br />11.807 <br />11.446 <br />11.483 <br />11.547 <br />11.951 <br />12.305 <br />12.305 <br />12.331 <br />12.334 <br />12.347 <br />11.860 <br />11.882 <br />11.947 <br />12.365 <br />12.780 <br />12.780 <br />12.810 <br />12.817 <br />12.825 <br />TRB : Traffic Railing Barrier <br />RFC : Right Face of Coping <br />TPL : Toe of Parapet Line <br />PGL : Profile Grade Line <br />LGL : Left Gutter Line <br />LFC : Left Face of Coping <br />Sta. 21+60.00 <br />Begin Bridge <br />Sta. 22+00.00 <br />Â Bent No. 2 <br />9.687 <br />9.719 <br />9.801 <br />9.565 <br />9.539 <br />10.022 <br />10.057 <br />10.161 <br />9.959 <br />9.937 <br />10.345 <br />10.383 <br />10.520 <br />10.354 <br />10.336 <br />10.652 <br />10.693 <br />10.880 <br />10.757 <br />10.726 <br />1 <br />3 <br />' <br />- <br />6 <br />" <br />13'-6" <br />Shoulder <br />Edge of <br />Shoulder <br />Edge of <br />1'-5‚" <br />1 '- <br />5 <br />‚ <br />" <br />7-09 <br />4-09 <br />7-09 <br /> <br />Varies <br />2 <br />0 <br />'- <br />1 0 <br />ƒ <br />" <br />•" <br /> <br /> NORTH BAY ROAD BRIDGE <br />By Description <br />REVISIONS <br />Checked by <br />Checked by <br />Names Dates <br />Drawn by <br />Designed by PROJECT NAME: <br />SHEET TITLE: <br />Approved by <br />Date By DescriptionDate <br />SHEET NO. <br /> <br /> <br />1/27/2015 11:03:11 AM S:\Projects\SunnyIslesPedestrianB_NorthBay\NB_Bridge\struct\B1FinishGrEL01.dgncrodriguez <br /> <br />APPROVED BY <br />DATE <br />CITY OF SUNNY ISLES BEACH <br />PUBLIC WORKS DIVISION <br />S. SADOUGH <br />ENGINEER OF RECORD: <br />(954) 334-9000 FAX (954) 334-2800 <br />510 Shotgun Road Suite 400 <br />Sunrise, FL 33326 <br />SOHEILA SADOUGH, P.E. NO. 44130 <br />AZTEC ENGINEERING GROUP, INC. <br />Certificate of Authorization No. 28339