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i <br /> N <br /> 92'-9"± <br /> Existin Existing out to out I I CDOT R.O.W. <br /> CDOT R.O.W. Line I +xisting S <br /> 7 5g Roadway 14'-611t 121- <br /> Shld. 2 one,, ® 3"+ <br /> 30'Cleo, 12'±=24'± 21±Shld. Existing <br /> NS R 9 <br /> Existing fence 1'+ 9 NB Rood Way Existing fence <br /> 2 Lane� Shld. 12'±=24'±@ 7.5'± Sta. 3+17.53 <br /> f <br /> Shld. B.F. Pier 2 <br /> Quarter Section <br /> Schematic stair —_ Line f Existing monitoring <br /> structure (by <br /> others) (typ.) Sto. 1+28.03 Existing cable Existing utility vault well(protect in place) <br /> B.F. Pier 1 I barrier (protect in place) � P.O.E. Sta. 3+50.00 <br /> Bridge HCL & PGL N 257,297.1333 <br /> E 191,603.8002 <br /> 1+00 i0 1ID O I 2+00 N770 20'27"EIn <br /> � <br /> P.O.B. Sta. 1+00.00 <br /> N 257,242.3457 <br /> E 191,359.8774 Existing fence <br /> a Sta. 2+50.00 <br /> 0 a I Schematic Location of (� Bridge 900 010" (typ.) "T temporary minimum 82°24'52"± W NB Shoulder Line) Str. No. MISC-E-17-IV _ <br /> _ I vert. clear. N US85 M.M. 238.6± �Prop-rty support towerS � to Z I line <br /> I o <br /> Existin i CDOT c R.O.W. j 0a <br /> Existing fence <br /> I 00 Existing fiber optic.- v <br /> I/ i j m � <br /> a (protect in place) � + <br /> r•- <br /> PLAN <br /> 189'-6" <br /> B.F. Pier 1 to B.F. Pier 2 .may <br /> 2'-3" 185'-0" 2'-3" <br /> 4980 B.F. Pier 1 �--� Pier 1 Steel Guard Plate Fence Chain Link (Special) Pier 2 B.F. Pier 2 ONG� 4980 <br /> 0 <br /> m <br /> w Elev. 4969.35 <br /> a o Elev. 4971.25 <br /> a ¢ <br /> S 4970 Schematic stair ECEIVED 4970 <br /> s structure (by <br /> 0 0` others) (typ.)� -1.0% r <br /> 0o m 4960 F I F G�,i �� L�, 4960 <br /> xFq 2'-g"+- Schematic 17'-6" min. vert. clear. 2'-g"± <br /> x clear temporary clear C'�S'QN �F t7rrN! A�CAT'^^' <br /> support tower � .• 4950 <br /> P 4950 <br /> US85 SB US85 NB <br /> M ____-- L=====--------- ------------�______________�------------F O -0FaKtLa!ptoir>L20Il5- �------ <br /> o <br /> Weld USR 1259 <br /> N 0 4940 1 __-l� RMS M-2004-07 4940 <br /> o v DRMS M-2000-016_ + ___----- - --- j Drilled Caisson Existing <br /> ---------—- (48 Inch) (typ.) ground <br /> N Eoo ExistingCDOT R.O.W. <br /> -- <br /> 4 o< 4930 4930 <br /> Z V$ 1+00 1+50 2+00 SECTION 2+50 3+00 3+50 <br /> V j <br /> a (Token along Bridge HCL, except as noted) <br /> Print Date: 8/2/2018 Sheet Revisions As Constructed RIVERBEND CONVEYOR OVER US85 Project No./Code <br /> ° File Name: BRDG-B03-GenLay.dgn Dote: Comments Init. <br /> C01Scale: None O No Revisions: N/A <br /> Martin GENERAL LAYOUT <br /> v N Revised: Designer: C. Krajnik Structure MIS[-E-17-IV N/A <br /> a TSIOUVARAS SIMMONS HOLDERNESS o Marietta Detailer: A. Pelster Numbers <br /> Z a [INSULTING ENGINEERS Void: Sheet Number 4 <br /> V 0 Sheet Subset: Bridge Subset Sheets: B3 of <br />