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FRONT FACE OF <br />lliICATION• AT ABUTMENTS BACKWALL. AT PIERS <br />' BEY. GROOVE. _ <br />PART ELEVATION _r <br />CAST <br />iii OF II.. II g CLOSURE R PO ST <br />5 <br />WELD $GRIND B <br />END PLATE END PLATE _ 2 <br />w �G� ^k^I 7 <br />�Ilj`jj""444""'I"',JiJi,� l i• Ce i � I �i � � � I, <br />I FRONT FAC[ OF CONT, DRIP — <br />AT ABUTMENTS BACKWALL AT PIERS ` GROOVE. <br />R. ci • 1-7II DRILLED HOLES <br />FOR Il • PRESET <br />;W, \ ANCHOR MOLTS. PART PLA&J <br />I i <br />1'-4" I£ <br />1' 1' <r <br />h� <br />END PLATE j <br />(ALUMINUM) <br />SINGLE LIRE ALUMINUM, RAILING <br />� 5• � <br />oxo <br />r j <br />j <br />4" / 1. 3' _1., <br />'1 I - <br />I b i SHIM ZD•' a•C)-�1 L—SKI M S "ib^O-5 <br />5�. ,M S�•�. I•i• I„ 1• I' Z PER POST. 2 PER P05T. <br />2 PER END PLATE SHIM Co- ^iv•094 , <br />s• PROVIDE RLR? AREA TO <br />SEAT BOLT HEADS. <br />2• 4 CARRIAGE BOLTS <br />Al• P051rS. ( ALUMINUM <br />q'4 O.O.-R, ALUMINUM <br />TUBING. <br />CAST ALUMINUM POST. <br />SLOTTED ALUMINUM ALLOY 4 <br />SHIMS WHERE REQUIRED. <br />RUSTICATION <br />D 34" GROOVE. ,•• <br />CONST. JOINT TO BE z <br />LEFT ROUGH. <br />I� I SASE TO BE <br />AT AND <br />1. -7 <br />I � <br />D i.•R.-1-� -ry I+ <br />IX I <br />O - <br />InI <br />p D <br />I> <br />O I <br />SECTION THRU CURS <br />EDGE TOP OF, v GR 00'r'E <br />PARhPET. <br />WITH GRAY <br />PROVIDE FLAT AREA <br />TO 5111 BOLT <br />HEADS. <br />—coli HOLES FOR <br />V* CARRIAGE BOLTS (4) 11• <br />II I <br />ipOl t <br />9" <br />R. <br />.CCRE HOLES 'CR <br />4 Iv � y'a m A'r C'+CR °GETS <br />wI- _RAFT SECTION A <br />ALUMINUM POST CASTING <br />NOTES <br />I. ALUMINUM RAILING POSTS TO SE SET Ii TO GRADE. <br />Z. THE HEX. NU75 , WASHERS AND THE UPPER 'S' OF %"4 F .33 <br />VERTISELL OR LONG ANCHOR 60LTS SHALL E,e GALVAN 12E0 OR CADMIUM PLATED. <br />THE ANCHOR BOLT HOLES, BASE OF RllfN6 APOSTS AND ANCHOR <br />wi EQUAL. - BOITS,'v.;—S ANC WAS^.ERS '41- BE COATED WITH AN ALUMINUM <br />ILI MPREGNATED CAULKIN:LOMPO'JND. �--EDGE TOP �.. � � - C' ANCHOR BOLTS, HEX, NUTS AND \MASHERS TO BE STRUCTURAL CARBON STEEL. <br />OF CURD. <br />'M T B NG SHAL BE FABRICATED IN 2 OR 3 <br />D <br />v G D <br />Z PER IEkD PLATE. POST SHIM DETAILS SECTION B <br />END PLATE SHIM DETAILS SHOWING DEFLECTION JOINT <br />IN CURB ANC PARAPET <br />DETAILS OF DEFLECTION JOINTS AT PIERS. <br />N PARAPET ONLY- SIMILAR <br />TO THAT SHOWN IN THIS AREA. <br />1'. GAR• 5z <br />WELD TO 3a' <br />ANCKOR BOLT <br />TOP OF <br />PARAP El <br />A +LJMINL U I l <br />p PANEL LENGTHS, <br />4. ALUMINUM ALLOY SHIMS SHALL BE U5ED UNDER POSTS <br />AND UNDER END PLATES WHERE REQUIRED FOR ALIGNMENT. <br />ALUMINUM OR S. WHEN PARAPETS AND CURBS ARE POURED CONTINUOUSLY <br />ZINC PLATE. FROM END TO END THEY SHALL BE SEPARATED AT THE DEFLECTION <br />JOINTS BY A PIECE OF bB ZINC OR ALUMINUM PLATE CUT AS <br />SHOWN IN SECTION "B' BY SHADED AREA. IF CONSTRUCTION <br />SECTION C JOINTS IN PARAPETS AND CURBS ARE USED AT THE DEFLECTION <br />JOINTS ONE SIDE OF JOINT SHALL BE COATED WITH BITUMINUOUS <br />PAINT AND PLATE SEPARATORS MAY BE OMITTED. <br />4 a BAR • I' -C. LONG i � BAR• G LONG. <br />WELD TO 4,-0 ANCHOR WElO TO #'OANCKOR <br />BOLTS. DOLTS. <br />I I- ,-T <br />1 <br />37L. O` mp-x 3. TOP OF <br />IL PLATE I• i <br />WAS KER. 1't �• ! PLATO <br />WASHER. , <br />AT END PLATE AT POSTS <br />ANCHOR BOLT SETTING DETAILS' <br />11FVISEO STATE HIGHWAY COMMISSION OF WISCONSIN <br />U UL ALUMINUM AILIN <br />— "A" p <br />D[LION L�LC..oA.S.tLG G LOADINGAWSK i1°f'�'v96J <br />---- DATLd-2 DLLrOM STD. DIIAWN/%E CLD <br />•r*uRu•L B -13 - 211 •N•n 6 -10 <br />X 27033 <br />-O" <br />EDGE AND FALL WITH <br />I�•GRAY <br />TU DING CONT.N000S 11 11' <br />VERT'.SEAI OR <br />EQUAL. <br />THRU POSTS AT <br />ABUTMENTS, DRILL <br />- <br />4' <br />S"b`CARRIApE <br />-ALUMINUM TUBE. <br />-MOLT HOLES IN, <br />4 <br />FIELD- <br />_ <br />— <br />---- - - — --- - - — =-i- - - <br />-- <br />NAME� <br />I <br />6 PLATE <br />FOR LOCION <br />A <br />SEE X27028 <br />'O <br />-� <br />DETAIL AT TOP OF <br />CURB 8 PARAPET <br />C III C <br />FRONT FACE OF <br />lliICATION• AT ABUTMENTS BACKWALL. AT PIERS <br />' BEY. GROOVE. _ <br />PART ELEVATION _r <br />CAST <br />iii OF II.. II g CLOSURE R PO ST <br />5 <br />WELD $GRIND B <br />END PLATE END PLATE _ 2 <br />w �G� ^k^I 7 <br />�Ilj`jj""444""'I"',JiJi,� l i• Ce i � I �i � � � I, <br />I FRONT FAC[ OF CONT, DRIP — <br />AT ABUTMENTS BACKWALL AT PIERS ` GROOVE. <br />R. ci • 1-7II DRILLED HOLES <br />FOR Il • PRESET <br />;W, \ ANCHOR MOLTS. PART PLA&J <br />I i <br />1'-4" I£ <br />1' 1' <r <br />h� <br />END PLATE j <br />(ALUMINUM) <br />SINGLE LIRE ALUMINUM, RAILING <br />� 5• � <br />oxo <br />r j <br />j <br />4" / 1. 3' _1., <br />'1 I - <br />I b i SHIM ZD•' a•C)-�1 L—SKI M S "ib^O-5 <br />5�. ,M S�•�. I•i• I„ 1• I' Z PER POST. 2 PER P05T. <br />2 PER END PLATE SHIM Co- ^iv•094 , <br />s• PROVIDE RLR? AREA TO <br />SEAT BOLT HEADS. <br />2• 4 CARRIAGE BOLTS <br />Al• P051rS. ( ALUMINUM <br />q'4 O.O.-R, ALUMINUM <br />TUBING. <br />CAST ALUMINUM POST. <br />SLOTTED ALUMINUM ALLOY 4 <br />SHIMS WHERE REQUIRED. <br />RUSTICATION <br />D 34" GROOVE. ,•• <br />CONST. JOINT TO BE z <br />LEFT ROUGH. <br />I� I SASE TO BE <br />AT AND <br />1. -7 <br />I � <br />D i.•R.-1-� -ry I+ <br />IX I <br />O - <br />InI <br />p D <br />I> <br />O I <br />SECTION THRU CURS <br />EDGE TOP OF, v GR 00'r'E <br />PARhPET. <br />WITH GRAY <br />PROVIDE FLAT AREA <br />TO 5111 BOLT <br />HEADS. <br />—coli HOLES FOR <br />V* CARRIAGE BOLTS (4) 11• <br />II I <br />ipOl t <br />9" <br />R. <br />.CCRE HOLES 'CR <br />4 Iv � y'a m A'r C'+CR °GETS <br />wI- _RAFT SECTION A <br />ALUMINUM POST CASTING <br />NOTES <br />I. ALUMINUM RAILING POSTS TO SE SET Ii TO GRADE. <br />Z. THE HEX. NU75 , WASHERS AND THE UPPER 'S' OF %"4 F .33 <br />VERTISELL OR LONG ANCHOR 60LTS SHALL E,e GALVAN 12E0 OR CADMIUM PLATED. <br />THE ANCHOR BOLT HOLES, BASE OF RllfN6 APOSTS AND ANCHOR <br />wi EQUAL. - BOITS,'v.;—S ANC WAS^.ERS '41- BE COATED WITH AN ALUMINUM <br />ILI MPREGNATED CAULKIN:LOMPO'JND. �--EDGE TOP �.. � � - C' ANCHOR BOLTS, HEX, NUTS AND \MASHERS TO BE STRUCTURAL CARBON STEEL. <br />OF CURD. <br />'M T B NG SHAL BE FABRICATED IN 2 OR 3 <br />D <br />v G D <br />Z PER IEkD PLATE. POST SHIM DETAILS SECTION B <br />END PLATE SHIM DETAILS SHOWING DEFLECTION JOINT <br />IN CURB ANC PARAPET <br />DETAILS OF DEFLECTION JOINTS AT PIERS. <br />N PARAPET ONLY- SIMILAR <br />TO THAT SHOWN IN THIS AREA. <br />1'. GAR• 5z <br />WELD TO 3a' <br />ANCKOR BOLT <br />TOP OF <br />PARAP El <br />A +LJMINL U I l <br />p PANEL LENGTHS, <br />4. ALUMINUM ALLOY SHIMS SHALL BE U5ED UNDER POSTS <br />AND UNDER END PLATES WHERE REQUIRED FOR ALIGNMENT. <br />ALUMINUM OR S. WHEN PARAPETS AND CURBS ARE POURED CONTINUOUSLY <br />ZINC PLATE. FROM END TO END THEY SHALL BE SEPARATED AT THE DEFLECTION <br />JOINTS BY A PIECE OF bB ZINC OR ALUMINUM PLATE CUT AS <br />SHOWN IN SECTION "B' BY SHADED AREA. IF CONSTRUCTION <br />SECTION C JOINTS IN PARAPETS AND CURBS ARE USED AT THE DEFLECTION <br />JOINTS ONE SIDE OF JOINT SHALL BE COATED WITH BITUMINUOUS <br />PAINT AND PLATE SEPARATORS MAY BE OMITTED. <br />4 a BAR • I' -C. LONG i � BAR• G LONG. <br />WELD TO 4,-0 ANCHOR WElO TO #'OANCKOR <br />BOLTS. DOLTS. <br />I I- ,-T <br />1 <br />37L. O` mp-x 3. TOP OF <br />IL PLATE I• i <br />WAS KER. 1't �• ! PLATO <br />WASHER. , <br />AT END PLATE AT POSTS <br />ANCHOR BOLT SETTING DETAILS' <br />11FVISEO STATE HIGHWAY COMMISSION OF WISCONSIN <br />U UL ALUMINUM AILIN <br />— "A" p <br />D[LION L�LC..oA.S.tLG G LOADINGAWSK i1°f'�'v96J <br />---- DATLd-2 DLLrOM STD. DIIAWN/%E CLD <br />•r*uRu•L B -13 - 211 •N•n 6 -10 <br />X 27033 <br />