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W. ABUT. 3` 4'-q- 2 ® 5' 0 10'-0" I"R.1 �. E. ABVT. a 5'-11 I 2 @ 8`0"= 16'-0" E06E ANO FILL WITH ' I 4�-2T/" _ T1061HTa CONTINUOUS TNRU Il II" GRAY VERTISEAL OR WHERE REQUIRED. /o STRS" 5T R�C3VTMENTS.4"00.0. CARRIAGEAWMINUM AIf•/B. IrI_FIEID•- TUBE HOLES PLATE - CONST. .JOINT TO BE iCA-57,,�LUMINUM I LEFT ROUGH. SG Q Sn �I ,1j FLAT y..� TRUE. I`R - NAME lk -- -- - - DETAIL AT TAP Q _ - CURS Q F.3E3APET FOR LOCATION SEE SHEET 1 ,• I TOP OF CURB \-FRONT FACE OF �I nfAvR9 RUSTICATION- 3 O.D.% ALUMI17UM TUBE AT ASU'1114EFM BACKWALL. AT PICE� 3" BEV. GROOVE. 2 b _ W. A$ UT 4•- 3'2" 2e s -o•• lo' -o" PART ELEVATION e.ASUT 5.3' 2@ 8'-o"= 1(0'-o" a N` II" !,CLOSURE— III. OF END FLATE -' (ALUMINUM I 2" ELD F GRIND P ENO PLATE.30 T:t x �2 "�,'-.5V SMOOTH. _a aT 1 -I L _ "LL -17 li 1^ T- ii" L� Lg -5 1. T TZ• {- ' t^ FRONT FACE OF 1 I' 3^ I• AT AEUT!"'E€:Try' BACKWALL. PIT PIER'S IE.'lz"i•2:-94 {QFORILLEO HOLES FOR 4;:0 PRESET � ANCHOR BOLTS. PS+T! DOUCL E LIGE- ALUMI UI".' RAILING I" 2 9is• 7i BRG. W. ABI s PROVIDE FLAT AREA TO SEAT BOLT HEADS. 2-R CARRIAGE BOLTS (ALUMINUM 4 D"D. •'S/«e ALUMINUM TVBING (TOP). 31/z O.O. • 3y6 ALUMINUM TUBING (80TTOM�. ORilt HOI.5 IN TUBING IN THE FIELD. 20" PROVIDE PLAT AREA L I TO SEAT BOLT HEADS. ^><0 GORE HOLES FOR 3/8 E;•CARRIAOE SOLTS(4) 4R. 4 S. 4 a a �' N TI Iro 3 wE8 e s S "A ' - - CORE HOLES FOR ll s SECTION A 0 IO 4• qy 0 ANCHOR BOLTS _ wITH 5• GRAFT. 4 CONT. A DRIP GROOVE. ALUr.11NU1.9- POST CASTING ,SECTION' TNRU SIDEWALK NOTES EDGE TOP OF "V" GROOVE —� 1. ALUMINUM R.AILINCa POSTS TO BE SET NORMAL TO GRADE. 1 PARAPET."4• g4, FILL WITH GRAY I Z. THE HEX. NUTS, WASHERS AND THE UPPER 3" or - OR I" LONG ANCHOR BOLTS SMALL BE GALVANIZED OR CADMIUM PLATED. EQUAL. I TME ANCHOR BOLT HOLES. BASE OF RAILING POSTS AND ANCHOR BOLTS, awl i� NUTS AND WASHERS SHALL BE COATED WITH AN ALUMINUM IMPREGNATED IQ� I CAJLKINC� COMPOUND. CSEE'SPECIAL PROVISIONS':) ANCHOR BOLTS, (-� EDGE TOP OF CURB. HEY. NUTS AND WASHERS TO BE STRUCTURAL CARBON STEEL. wIV + �N) 3. ALUMINUM TR 't -USING SHALL BE FABRICATED IN 2 O'5 �• i 6: C. PANEL LENGTHS. I^ I^ _ 4. ALUMINUM ALLOY SHIMS SHALL BE USEPOS- r5 UNDER POSS END PLATE {t I � 2'-Co4 I IL AND UNDER END PLATES WHERE REQUIRED FOR ALIGNMENT. I8 4" IS / I" 3" (" I^ (ALUMINUM) 4- DETAILS OF DEFL.ALUMINUM OR S. WHEN PARAPETS AND CUR55 ARE"POURED CONTINUOUSLY 4 I- I ( I^ JOINTS IN PARAPET LINO PLATE. FROM END TO END THEY SHALL 5E SEPARATED AT THE DEFLECTION - Skill 36a g R 2'_ 90 I '^ ' 3 1,1 j" SHIM 34•iIs•O-5" ONLY- SIMILAR TO 'I- 4- II" Z, PER POST. -l4 2 PER POST. THAT SHOWN IN JOINTS BY A PIECE OF lip ZINC OR ALUMINUM PLATE GUT AS 2 PER. END PLATE. THIS AREA. SECTION C SHOWN IN SECTION "B" BY THE SHADED AREA. IF CONSTRUCTION HIM lz•ir.•1' 4 g JOINTS IN PARAPETS AND CURBS ARE USED AT THE DEFLECTION 2 PER END PLATE. SECTION B JO(NT5 ONE SIDE OF JOINT SHALL BE COATED WITH BITUMINUOUS END PLATE SHIM DETAILS POST SHIM DETAILS SHOWING DEFLECTION JOINT PAINT AND PLATE SEPARATORS MAY BE OMITTED. IN CURB AND PARAPET AT PIERS. 4 C BAR - ;2:- D' LONG ./�" o pAR + O'- fo" LONG WELD TO �'4' ANC.HOR // WELD TO 3/"Q ANCHOR 'T- 'V BOLTS. 4' -T—'- —79 BOLTS. 4 1 THE DIRECTION OF THE POUR MAY BE REVERSED IF PORTION OF POUR FROM THE PIER CAN BE COMPLE-rED IN A 4 HOUR PER)OD. TWO OR MORE POURS MAY BE COMBINED AND TRANSVERSE CCAISTRUCTION JOINTS QVIITTED /F THE POUR FOR AN ENTIRE .SPAN OR THE PORTION OF A SPAN TO A CONSTRICT/ON UOJNT CAN BE COMPLETED WITHIN 4 MOUR5 AFTER CONCRETE OVER " THE ADJACENT P/ER /S PLACEO POURING DIAGRAM /•o I 4 BAR " 0-Y WELD TO '•+l4' ANCHOR BOLI TOP OF PARAPE' V. TO IX !- AT STA. 'W,z"f 4Q 44 KEYWAY ON It SLAB 2,0 OF FLOOR FORMED BY SURFACED BEVELED 252" E SLAB RuN STEEL TNRU ✓DINT SECTION S2 3" T'HRD. 9' C.T 3 o TOP OF IL 954 ROD 4`4ap•g4�� PARAPET -N ROO I'��ap-oj " i I1 8 PLATE� 1^ WASHER. IZ' •S PLATO WASHER. AT END PLATE AT POSTg ANCHOR BOLT SETTING DETAILS ME 199D STAT[ HIGHWAY COMMIMION OF WISCONSIN TUBULAR ALUMINUM RAILING =-m MC. A. A.S. is 04't I Lo.oIMM N@0.24 I WEE 1 661! oATa 7 -S -C31 MMMNM 1tb, MIIAWM DE1 1 CRM. UAW_ m**ucTu•• 8 — 13 — 204 µms, 6 -12 - I"R.1 �. CAST ALUMINUM POST. 4 SLOTTED ALUMINUM ALLOY SHIMS WHERE REQUIRED. I R RUSTICATION - 4 GROOVE. - CONST. .JOINT TO BE BASE TO BE I LEFT ROUGH. SG Q Sn �I ,1j FLAT y..� TRUE. I`R - lk 4R. 4 S. 4 a a �' N TI Iro 3 wE8 e s S "A ' - - CORE HOLES FOR ll s SECTION A 0 IO 4• qy 0 ANCHOR BOLTS _ wITH 5• GRAFT. 4 CONT. A DRIP GROOVE. ALUr.11NU1.9- POST CASTING ,SECTION' TNRU SIDEWALK NOTES EDGE TOP OF "V" GROOVE —� 1. ALUMINUM R.AILINCa POSTS TO BE SET NORMAL TO GRADE. 1 PARAPET."4• g4, FILL WITH GRAY I Z. THE HEX. NUTS, WASHERS AND THE UPPER 3" or - OR I" LONG ANCHOR BOLTS SMALL BE GALVANIZED OR CADMIUM PLATED. EQUAL. I TME ANCHOR BOLT HOLES. BASE OF RAILING POSTS AND ANCHOR BOLTS, awl i� NUTS AND WASHERS SHALL BE COATED WITH AN ALUMINUM IMPREGNATED IQ� I CAJLKINC� COMPOUND. CSEE'SPECIAL PROVISIONS':) ANCHOR BOLTS, (-� EDGE TOP OF CURB. HEY. NUTS AND WASHERS TO BE STRUCTURAL CARBON STEEL. wIV + �N) 3. ALUMINUM TR 't -USING SHALL BE FABRICATED IN 2 O'5 �• i 6: C. PANEL LENGTHS. I^ I^ _ 4. ALUMINUM ALLOY SHIMS SHALL BE USEPOS- r5 UNDER POSS END PLATE {t I � 2'-Co4 I IL AND UNDER END PLATES WHERE REQUIRED FOR ALIGNMENT. I8 4" IS / I" 3" (" I^ (ALUMINUM) 4- DETAILS OF DEFL.ALUMINUM OR S. WHEN PARAPETS AND CUR55 ARE"POURED CONTINUOUSLY 4 I- I ( I^ JOINTS IN PARAPET LINO PLATE. FROM END TO END THEY SHALL 5E SEPARATED AT THE DEFLECTION - Skill 36a g R 2'_ 90 I '^ ' 3 1,1 j" SHIM 34•iIs•O-5" ONLY- SIMILAR TO 'I- 4- II" Z, PER POST. -l4 2 PER POST. THAT SHOWN IN JOINTS BY A PIECE OF lip ZINC OR ALUMINUM PLATE GUT AS 2 PER. END PLATE. THIS AREA. SECTION C SHOWN IN SECTION "B" BY THE SHADED AREA. IF CONSTRUCTION HIM lz•ir.•1' 4 g JOINTS IN PARAPETS AND CURBS ARE USED AT THE DEFLECTION 2 PER END PLATE. SECTION B JO(NT5 ONE SIDE OF JOINT SHALL BE COATED WITH BITUMINUOUS END PLATE SHIM DETAILS POST SHIM DETAILS SHOWING DEFLECTION JOINT PAINT AND PLATE SEPARATORS MAY BE OMITTED. IN CURB AND PARAPET AT PIERS. 4 C BAR - ;2:- D' LONG ./�" o pAR + O'- fo" LONG WELD TO �'4' ANC.HOR // WELD TO 3/"Q ANCHOR 'T- 'V BOLTS. 4' -T—'- —79 BOLTS. 4 1 THE DIRECTION OF THE POUR MAY BE REVERSED IF PORTION OF POUR FROM THE PIER CAN BE COMPLE-rED IN A 4 HOUR PER)OD. TWO OR MORE POURS MAY BE COMBINED AND TRANSVERSE CCAISTRUCTION JOINTS QVIITTED /F THE POUR FOR AN ENTIRE .SPAN OR THE PORTION OF A SPAN TO A CONSTRICT/ON UOJNT CAN BE COMPLETED WITHIN 4 MOUR5 AFTER CONCRETE OVER " THE ADJACENT P/ER /S PLACEO POURING DIAGRAM /•o I 4 BAR " 0-Y WELD TO '•+l4' ANCHOR BOLI TOP OF PARAPE' V. TO IX !- AT STA. 'W,z"f 4Q 44 KEYWAY ON It SLAB 2,0 OF FLOOR FORMED BY SURFACED BEVELED 252" E SLAB RuN STEEL TNRU ✓DINT SECTION S2 3" T'HRD. 9' C.T 3 o TOP OF IL 954 ROD 4`4ap•g4�� PARAPET -N ROO I'��ap-oj " i I1 8 PLATE� 1^ WASHER. IZ' •S PLATO WASHER. AT END PLATE AT POSTg ANCHOR BOLT SETTING DETAILS ME 199D STAT[ HIGHWAY COMMIMION OF WISCONSIN TUBULAR ALUMINUM RAILING =-m MC. A. A.S. is 04't I Lo.oIMM N@0.24 I WEE 1 661! oATa 7 -S -C31 MMMNM 1tb, MIIAWM DE1 1 CRM. UAW_ m**ucTu•• 8 — 13 — 204 µms, 6 -12