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I � N <br /> f 92'-911± I <br /> ' Existin Existing out to out I CDOT R.O.W. <br /> 33'-6"± <br /> CDOT R.O.W. Line I 7.5'±Existing SB Roodwoy 14'-6 ± 12'- <br /> I Lanes ® 3"+ <br /> Sh 2 L <br /> ld. 32'- <br /> 61-± <br /> 30'Clear Shld. Existing N@ 9 <br /> Existin fence <br /> Existing fence-----*' <br /> Sh d. 2 Lanes ®Roadway Sto. 3+17.53 <br /> 12'±=24'± 7.5'± <br /> Shld. B.F. Pier 2 <br /> Quarter Sectionf f Schematic stair j __ Line Existing monitoring <br /> structure (by well(protect in place) <br /> others) (typ.) Sto. 1+28.03 _Existing cable Existing utility vault <br /> B.F. Pier 1 I barrier (protect in place) P.O.E. Sto. 3+50.00 <br /> Bridge HCL & PGL N 257,297.1333 <br /> E 191,603.8002 <br /> 1+00 o tO j 2+00 N770 20'27"E _� 3+00 <br /> P.O.B. Sta. 1+00.00 I <br /> N 257,242.3457 U) - <br /> E 191,359.8774 Existing fence <br /> Sta. 2+50.00 <br /> a Schematic Location of {[ Bridge <br /> ii _ <br /> 90°0'0" (typ.) �' ° temporary minimum vert. clear. 820 24152"± W NB Shoulder Line) Str. No. MISC-E-17-IV <br /> art tower <br /> I u� <br /> � support o L PP cv US85 M.M. 238.6± _ <br /> I <br /> Z I Property line <br /> Cc) <br /> ILO o`_a <br /> Existin CDOT R.O.W. <br /> DO a <br /> j o <br /> m <br /> � J <br /> I I r <br /> V! <br /> Existing fence- ' I 00 cc Existing fiber optic <br /> f-0 (protect in place. <br /> PLAN *k� '� <br /> 189'-6" ? �Q1v <br /> B.F. Pier 1 to B.F. Pier 2 <br /> 2'-3" 185'-0" 2'-3"o <br /> B.F. Pier 1 Pier 1 Steel Guard Plate Fence Chain Link (Special) Pier 2 B.F. Pier 2 �', •d:�\���9 <br /> 4980 �� �� 4980 <br /> 0 <br /> w113 Elev. 4969.35 <br /> I I <br /> a o EIev. 4971.25 <br /> o Ee <br /> & 4970 Schematic stair i , 4970 <br /> o z structure (by i t <br /> 0 0 others) (typ.)� - i I -1.0% <br /> F <br /> 0 o m 4960 F I 4960 <br /> x 2'-9"± Schematic 17'-6" min. vert. clear. 2 -9 ± <br /> X clear temporary clear <br /> w I support tower <br /> 4950 i US85 SB US85 NB 4s5o <br /> LTed-Lupton-Z —————— <br /> PAC)L <br /> 4940 Weld USR 1259 I tl __ - RMS M-2004-07 4940 <br /> — <br /> o DRMS M-2000-016 Drilled Caisson Existing <br /> ------ —-- j (48 Inch) (typ.) ground <br /> Existing CDOT R.O.W. _ <br /> a 4930 4930 <br /> z m t$ 1+00 1+50 2+00 SECTION 2+50 3+00 3+50 <br /> 7 (Taken along Bridge HCL, except as noted) <br /> a <br /> Print Date: 8/2/2018 Sheet Revisions As Constructed RIVERBEND CONVEYOR OVER US85 Project No./Code <br /> N File Name: BRDG-B03-GenLay.dgn Dote: Comments Init. <br /> s Scale: None o Martin Na Revisions: GENERAL LAYOUT "/" <br /> ED <br /> w N Designer: C. Krajnik Structure MISC-E-17-IV N <br /> ►an � Revised: /A <br /> a TSIDUVARAS SIMMONS HDLDERNE55 o Marietta Detailer: A. Pelster Numbers <br /> z a CINSULTING ENGINEERS Void: Sheet Number 4 <br /> z 0 Sheet Subset: Bridge Subset Sheets: B3 of <br />