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@LIGHT TYPE SPEC) PL 2 (TY P., 9%z' <br />CL CHORDS <br />12TO" TRAIL <br />VARIES 4'-6 M]N. <br />TOP8' 0OVER <br />C BRIDGES <br />DECK GUTTER.: <br />044.—HANDRAIL (TYP/© <br />—CONCRETE <br />CURB MIIA <br />1.007 <br />LIGHT TYPE <br />PROFILE GRADE <br />PROFILE: <br />EC CONCRETE D <br />ECk <br />11/10N33 FL DOR BEAM <br />-LICHT YPE PEIAL 2 CD, <br />F.L°:::x% (TYRA <br />AILING <br />�MESIGNNT-�4 CURB MOUNT, <br />IT Y8:1 <br />DIAGONAL HSSB8sy4 LEND PANEL <br />DIACONAL HSSB e>y4 6NT PANELS: <br />NOTES: <br />1. SEE SPECIAL PROVISIONS FOR ADDITIONAL DESIGN/BUILD SUPERSTRUCTURE <br />SPECIFICATIONS. <br />O BEARING DETAILS INDICATED WERE ASSUMED FOR P IER DESIGN AND EL EVAI ION <br />COMPUTATIONS (BASED UPON CONFIGURATION USEDON SIMILAR STRUCTURES, <br />INT. VERTICAL xB. BRIDGE MANUFACTURER 10 MODIFY BEARING DETAILS IF DESIGN WARRANTS <br />END POST HSS9828% 1SUBJECT TO APPROVAL BY IHE ENGINEER: <br />J T _ BOTTOM CHORD TTSTTNT T/ <br />BRACE GBNPL <br />HSS55., <br />TYPICAL SECTION <br />BEARING DETAIL <br />III~F CHORD <br />WELD BOTIOM CHORD <br />SHIM AS REDUIRED <br />3. BID IIEM "PEDESTRIAN BRIDGE (SUPERSTRUCTURE," INCLUDES ALL MATERIALS. LABOR <br />IE <br />ND <br />RINN <br />DENTGRET GPECK ANDE REINFORCEMENT MNDOT LRFDNSSB 4: COM LETEISPP. LACE ANIONS <br />04 TRUSS DIMENSIONS ARE BASED ON DESIGN PERFORMED BY ENGINEER OF RECORD. <br />BRIDGE MANUFACTURER SHALL PERFORM INDEPENDENT DES. CAL CUL ATIDNS AND ADJUST <br />TRUSS DEI AILS MINIMALLY PS REOU]RED TEEN,T SHALL BE MADE TO MAINTAIN INDICATED <br />LL <br />LENGINEER FORAYOUT & SIZING DAPPROVAL - SEE ZE DESIGN NL PROISIONS OND IND]CATDCE DESIGN LLOOADS HAVE <br />USED <br />BEEN <br />PIERS. <br />OS DUE T9RESIST <br />CANT IL VERIII;RAPPLIED WIND PIER 3 IS ASSUMED LOADS10 RESIST 37.SZ ti PLIIED PS A PROPPED <br />© MINIMUM VERTICAL CLEARANCE BY DESIGN ACTUAL VERTICAL CLEARANCE MAY VARY <br />O BOTTOM CHORD SHALL HAVE 0" OF RESIDUAL UPWARD CAMBER. <br />O LIGHT IYPE. SPECIAL T SET IN HANDRAIL. - SEE RAILING DETAILS. <br />D. F DENOTES FIXED BEARINGS <br />E DENOTES EXPANSION BEARINGS <br />BEVEL TOP PLATE SUCH THAT IO PUSS <br />-BOTTOM OF PLATE IS LEVEL CHORD. CONTRACTOR TO SHALL <br />WITH LIGHTING SUPPLIER BAND FABRICATOR 10 <br />1N THE FINAL CONDITION ENSURE SUFFICIENT PRE -DRILLED HOLES FOR ATTACHMENT. <br />®BOLTON <br />& MENK mmmum <br />ENGINEER SIGNATURE P <br />ELEMENTS SHALL BE SHOP PAINTED BLUE-GREEN FEDERAL SI ANDARD <br />COLOR NO. 251931 PER SPEC. 2478. CONTRACTOR SHALL VERIFY COLOR MATCH TO NORTH <br />STAR SIATION PRIOR TO FABRICATION (SEE SHEET DX FIELD PAINT BOLTED <br />CONNECTIONS AND OTHER TOUCH UP AREAS AS NEEDED <br />PREFABRICATED TRUSS DETAILS I�«Eo ,eS.A.P4.�199-010-012 ')RIDGE NO. <br />SHEET NO. 83 OF 99 SHEETS I <br />02053 <br />