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80 <br />" = 1'-0"4 <br />1Scale: <br />RAILING DETAILS <br />Concrete Bridge Railing Type FT <br />118'-6" Out-to-Out <br />NORTH ELEVATION - EXTERIOR SIDE <br />" = 1'-0"4 <br />1Scale: <br />SOUTH ELEVATION - EXTERIOR SIDE <br />Concrete Bridge Railing Type FT <br />118'-6" Out-to-Out <br />Unique Special Provision. <br />per "Surface Seal, Decorative Stain, Railing" <br />lettering with form liner. Stain letters <br />2'-3" tall by 2" thick formed concrete <br />S20 S25 <br />SOUTH BEND <br />NOTES <br />* Non-Participating Items to be paid for by the City of South Bend. <br />AS NOTED <br /> <br />42'-5" <br /> <br />33'-7" Lettering Form Liner <br /> <br />42'-5" <br />Decorative Stain, Railing Unique Special Provisions. <br /> Concrete FT Formliner and Surface Seal, <br />For Aesthetic Railing Details, see Railing,3. <br />Drawing E 702-CJTA-01. <br />For Construction Joint Type A, see Standard2. <br />".4 <br />3All chamfered edges shall be 1. <br /> RAILINGBRIDGE <br /> MATERIALS OFBILL <br /> BARS REINFORCINGEPOXY-COATED <br /> MARK &SIZE BARS OFNO. IN.) - (FTLENGTH (LB)WEIGHT <br />#8E 48 43'-0''5511 <br /> #8Total 5511 <br />#7E 48 42'-6''4170 <br /> #7Total 4170 <br />570E 712 5'-6''4084 <br />571E 1424 3'-9''5570 <br /> #5Total 9654 <br /> 4) x Lbs (862 TFT Type Transition Railing fromTotal 3448 <br /> Bars Reinforcing Epoxy-CoatedTotal 22783 <br />MISCELLANEOUS <br /> FT TypeRailing Lft474.0 <br /> DelineatorsBarrier Each20 <br /> TFT Type Transition Railing BridgeConcrete Each4 <br /> SFT) (5270 SealSurface LS1 <br /> Liner Form FT Concrete*Railing, Lft34 <br /> Railing Stain, Decorative Seal,*Surface LS1 <br />101 <br /> <br />DESIGN ENGINEER DATE <br />DESIGNED: <br />CHECKED: <br />DRAWN: <br />CHECKED: <br />CONTRACT <br />DESIGNATION <br />SHEETS <br />of <br />PROJECT <br />BRIDGE FILESCALE <br />1701538 <br />1701538 <br />N:\PROJ\0020966.01\Design\Structural\CAD\0020966.01_24_RailingDetails.dgn <br /> <br />DEPARTMENT OF TRANSPORTATION <br />INDIANA <br />Plot:File: <br />MLK <br />BWS <br />SAK <br />MLK <br />DRAWING <br />of <br />B-40600 <br />FOR APPROVAL <br />RECOMMENDED CONSTRUCTIONNOT FOR <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />DATE REVISION <br /> <br /> <br /> <br />P 844.271.5923 | www.ciorba.com <br />619 Franklin St, Ste 205, Michigan City, IN 46360 <br />020-71-10278 06/25/2111:51AM <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />06/25/21 <br />06/25/21 06/25/21 <br />06/25/21 <br />06/25/21