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Ato <br />957O-3J' - OUT -TO -OUT ALONG G TG- RIGHT ORNAMENTAL METAL RAILING IDESIGN 14 CURB MOUNT, U <br />----� I/3' M 90° F. I4T S. ABUT, PIERS 1, 3, AND 61 <br />I RNL POST SPACING <br />VIYP (AT CANTILEVERS ONLYII <br />Th <br />SEE co cFOR JOINT DETAILS <br />WALL A AND WALL B <br />1Va' CLEAR <br />617iONDHAADOCAP SCREWII ICI <br />SEE DHSNSHE ETI <br />nYP.I <br />H5S3 x 2ITY <br />2/2' x 31/4' SLOT AT BOIT OM OF <br />TOP, MIDDLE AND BOTTOM RAIL) <br />3/3" 3 'LM I,YA <br />%" DIA. HOLE 1N TUBE. <br />5^ D <br />MAX. <br />1✓ <br />1✓ <br />4/3 SPACING M Y SPINDLE <br />SEE DET NL C" ITYP. <br />—sFA DET AIL A ITw) coNcTOPE OF 6" B� wPMw. <br />HELIX AND BR1DGE SUPERSTRUCTURE r3 CONTROL J01NT ]O <br />I/n <br />CLEAR <br />DETAIL "C" <br />INSIDE ELEVATION OF RAILING <br />IBU IxON HEAD CAP SCREW <br />h—CL HSS4 x 9 x Vo POST <br />x <br />(TYR.) %s <br />Q <br />4 /z' x 2" 3" MP.,]/' I'/4' <br />SECTION A -A <br />WELD PLAT E <br />BOLTON <br />& MENK <br />VERIFY LOCATION <br />CAILID.DF BUILDING PRIOR TD <br />N <br />fTY Y2" <br />C3' D]A. SOCKET A307 BUT ION HEAD2-JAM NUTS DR LOCI. NUT MP., <br />DETAIL "A" <br />TYP. AT SOUTH ABUTMENT AND PIERS 1,5, AND 6 <br />ENGINEER OSIGNATURE <br />Lic <br />'EC <br />RAILING HEIGHT TABLE <br />TYPE <br />NOMINAL HEIGHT <br />DETAIL "B" <br />0 <br />oI <br />,_2„ I <br />RAILIING DETAILS <br />C C <br />TRAIL <br />I ^, <br />SIDE <br />TOP OF 6CURB N <br />SECTION B-B <br />STEEL CAP <br />VENT HOLE. <br />SEE RAILPOST CAP DETAIL <br />H5S3X 2X „K RAIL MP <br />RAIL SPINDLES <br />BAR IS CSC. 33061 <br />'�Nssa ,D4 x y, <br />�SOECRU`R\B\DETAILS <br />RING BEAM <br />(6'-0" IALL (TYPE 2) OPTION SHOWN, <br />GENERAL NOTES <br />CONTINUOUSLY GROUND ALL MEI AL RNLINGS: SEE THE SPECIAL <br />PROVISIONS. REFER TO IHE ELECTRICAL PLANS AND ELECTRICAL SPECIAL <br />PROVISIONS FOR DETAILS REGARDING BONDING MUL IIP, ELECTRICAL <br />GROUNDING SEMS. <br />PAYMENT <br />ANGTH R ALONG IHE CENTERLINE OF I MEASURED AH HERNLINGAND OUTN OUT LENGI HBET WEAN <br />TECNNCOF POST DP OUTSIDE RETE ENDS. WITH DEDUCTIONS FOR THE LENGTH <br />HCOLUMN STEMS <br />PAYMENT LENGTHS ARE <br />MEASURED INCLUDE ADD], IONSDUETONOT <br />VERTICAL PROFILE MO ADDITIONALPAYMENT W1L L BE MADE, <br />PRICE BID FANCHORAGES R1AL ABOVE 70P OF C <br />OR ORNAMENTAL METAL RAILING,, TYPE 1.2 AND <br />DNCRETE CURB. <br />PROVIDE A500. GRADE B STRUCTURAL STEEL TUBING fH551 ]N THE RNL <br />CONFORMING 70 SPEC. 3361 ALL OTHER STEEL SHALL CONFORM ID <br />SPEC 3306. <br />GAL VANIZE BOL T S. NUTS, WASHERS AND ANCHORS PER SPEC. 3392. <br />GAL VANIZE OTHER MT RACY URAL STEEL PER SPEC. 339 ,P TER <br />FABRICATION. <br />OF BOLTS, NUTS,AANCHORS,IAND WASHERSEPT ES, AND PROTRUDING PORTIONS <br />CURVE HORIZONTAL RNLS WHERE APPLICABLE AND PLACE RNLS PARALLEL TO EETRAIL PROFILE <br />SEE SPECIAL PROVISIONS FOR REOUIREMENTS NOT INCLUDED ON THIS <br />SHEET. <br />DRILL pz' D10. MAX.UEN7 HOLES ONZTHE UNDERSIDE OF RAIL TUBES AS <br />FOR ADDITIONAL. NOT ES AND DETAILS. SEE SHEET XX. <br />0 SEE CONCRETE CURB SHEETS FOR CONTROL JOINT SPACING AND DETAILS. <br />0 VARIESANGLE IOP ANDBOTT OM HORIZONTAL RNLINGS SHALL FOLLOW PROFILE GRADE <br />SEE BRIDGE PLAN AND PROFILE SHEET S FOR GRADE. <br />0 1 VARnCAL GRADE 4 DeournoN of coLUMN STEMS. <br />S.A.P.199-010 -012 'iRIDGE NO. <br />I SHEET NO. 75 OF 99 SHEETSI 02053 <br />