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STH30-USH151-IH90RD_F017-2(64)
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STH30-USH151-IH90RD_F017-2(64)
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Last modified
3/7/2025 10:32:39 AM
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3/7/2025 10:21:31 AM
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(W. AFILM 2e6LO 12'-O') (E. ABUT, 20 8'-O"- 16' O") <br />5,_9. <br />4'- 27�e TUBING CONTINUOUS THRU 11- 11• CAST ALUMINUM <br />POSTS AT ABUTMENTS. POSTS. <br />3• DRILL 5,0" • CARRIAGE <br />ALWRINUM O.O. M TLBE BOLT HOLES IN FIELD. <br />ISEE SHEET I. <br />- <br />TOP OF CURB "_� - I <br />' RUSTICATION- BACKWAL` E of <br />s,• BEV. "OovE. AT ABUTMENTS AT PIERS <br />4 <br />32"O.D- X�,"ALVMINUM TUBE <br />PART ELEVATION <br />5'•32" WEST AW. 2e&'-0 12=0" <br />EAST ABUT. 2 9'-0"- 14'0" 1 CIAbURE R. <br />EOF END PLATE (ALUMINUM) 2' %&ELO % GRIND <br />ND PLATE. b T <,tR2-glih' SMOOTH. B <br />I• i l• 11• I•' ql <br />{ 3. <br />EN'D PLATE <br />(ALUMINUM) <br />FRONT FACE OF <br />1+ 4T f:'.t1 'ENTS BACKWALL. AT PIERS <br />I$mDf,ILLEO HOLES <br />FOR "..4 PRESET p <br />ANCHOR BOLTS. PART PLAN <br />N <br />t_ DOUCLE LIF,'E ALW INMI RAILING <br />S• I" <br />70 <br />N <br />12� 2'-Co4 IL <br />3- <br />-SHIM SE -1-Z!-97 <br />2 PER: END PLATE. <br />END PLATE SHIM DETAILS <br />EObE AND FILL WITH <br />SRAY VERTISEAL OR <br />RQUAL. <br />6 PLAT! <br />QETAIL AT TOP OF <br />CURB ® PARAPET <br />RI THRUR4 <br />PROVIOE FLAT AREA <br />tz", <br />TO SEAT BOLT KEADS. <br />2"84WRIAGE BOLTS (ALUMINUM) <br />4 O.D.• Ifo ALUMINUM TUBING (TOP) <br />SyZ O. O.. a.I�" - ALUMINUM TUBING (BOTTOM. <br />ORILL MOLES IN TUBING IN THE FIELD. <br />CAST ALUMINUM POST. <br />SLOTTED ALUMINUM ALLOY SKIMS <br />WHERE RBQUIREO. <br />i <br />L <br />RUSTICATION- GROOVE. <br />I" <br />L <br />4k <br />R. <br />CONST. JOINT TO Be BASE TO BE_ p <br />LEFT ROUGH. FLAT AND I� <br />TRUE. <br />q" CONT. <br />DRIP GROOVE <br />2 PER POST. <br />POST SHIM DETAILS <br />LOVIOE FLAT AREA <br />I SEAT BOLT HEAOb. <br />CORE HOLES FOR <br />5,84CARRIA%E SOLTb(4) <br />LM e• L 1 I�Of M -^Y <br />a , 2( C3 <br />/Z9 <br />TO BE MAINTAINED AT R. <br />SORE HOLES FOR <br />S S POINTS OBEARING. 4+'' W TH 5• CRAFT. - SECTION A <br />F <br />5 ALUMINUM. POST CASTING <br />SECTION THRU SIDEVIALK <br />NOTES <br />EDGE TOP OF +v" GROOVE I. ALUMINUM RAILING POSTS TO BE SET NORMAL TO GRADE, <br />PARAPET. <br />FILL WITH GRA`! E. THE HEX. NUTS, WASHERS AND THE UPPER W OF X A. 9 <br />3. <br />VERTISEAL OR I" LONG ANCHOR BOLTS SHALL BE GALVANIZED OR CADMIUM PLATED. <br />4 <br />F EQUAL. 2 TME ANCHOR BOLT HOLES. BASE OF RAILING POSTS <br />AND ANCHOR BOLTS <br />a NUTS AND WASHERS SHALL B- COATED WITH AN ALUMINUM IMPREGNATED <br />QICAULG KINCOMPOUND. - ANCHOR BOLTS, <br />O <br />EGE TOP =1d HEx. NUTS AND WASHERS TO BE STR,:c_TURAL CARBON STEEL. <br />OF CURB. <br />3. ALUMINUM TUBING SHALL Be FAIMRICATED IN 2 OR S <br />m PANEL LENGTHS. <br />4. ALUMINUM ALLOY SHIMS SHALL BE USED UNDER POSTS <br />ANO UNDER END PLATES WHERE REQUIRED FOR ALIGNMENT - <br />I" <br />DETAILS OF DEFL. aALUMINUM OR <br />JOINTS IN PARAPET ZINC PLATE. S. WHEN PARAPETS AND CURBS ARE POURED CONTINUOUSLY <br />ONLY- SIMILAR TO FROM END TO END THEY SHALL BE SEPARATED AT THE DEFLECTION <br />THAT SHOWN IN JOINTS BY A PIECE OF lig ZINC OR ALUMINUM PLATE GUT AS <br />THIS AREA.n SECTION C SHOWN IN SECTION " JO NTS IN PARAPETS BAND CURBSSARE- USED HADED E TA. ITHE DEFLECTION <br />F CONSTRUr-TION <br />SECTION ® JO N75 ONE SIDE OF JOINT SHALL BE COATED WITH BITUMINUOUS <br />SHOWING DEFLECTION' JOINT PAINT AND PLATE SEPARATORS MAY BE OMITTED. <br />IN CURB AND PARAPET AT <br />PIERS. PC SAM - 2'-9' LONG 3+O <br />WELD TO j+m ANCHOR WELD 4 BAR . O3• OAKrN <br />BOLTS . -,Zlb <br />TO si4 V ANCHOR <br />)•oI <br />4 BAR - 0--n <br />WELD TO 3i4! <br />ANCHOR BOLI <br />TOP OF <br />PAR AP E' <br />ROD 4 0.0-94, <br />ILS• 8 PLATE <br />WASHER. <br />AT END PLATE <br />S <br />AT POSTS <br />WF . %-TA{ t <br />
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