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Home My WebLink AboutzT-2215SetREVIEWED FOR COMPLIANCE TO CITY'S STANDARDS TRANSPORTATION SYSTEMS DIRECTOR M�ENANCE SERVICES DIRECTOR �¢JuAC�kS PLAN REVIEW v a FIRE MARSHALL LEGEND INDEX 4 SHT. NO. TITLE USE DASH WHERE SECTION, VIEW OR .c 1 COVER SHEET SAME SHEET. 2 SEISMIC RETROFIT — HOUSER WAY BRIDGE + ♦ FIFTEENTHEDITION 1992 AND INTER /MS THROUGH 1994. SCHEDULE A J. SEISMIC DESIGN OF THIS RETROFIT PROJECT CONFORMS WITH THE PROVISIONS OF DN/SION I-A SEISMIC DESIGN OF THE AASHTO STANDARD GENERAL PLAN AND DETAILS T 3 SEISMIC RETROFIT— WILLIAMS AVE BRIDGE N i CONSTRUCTION RECORDS PROVIDED BY THE CITYOFRENTON SCHEDULE B PLANNING /BUILDING /PUBLIC WORKS DEPAR7MANT. DIMENSIONS AND CONDITIONS OF EXISTING ELEMENTS SHALL BE FIELD VERIFIED BY THE GENERAL PLAN CONTRACTOR. SCHEDULE A: HOUSER WAY BRIDGE, FEDERAL PROJECT NUMBER BRM- 1169(0 10) 4 SEISMIC RETROFIT — WILLIAMS AVE BRIDGE STRUCTURAL CARBON STEEL AND SHALL CONFORM TO THE REQUIREMENTS OFAASHTO M 18.3, STRUCTURAL STEEL. SCHEDULE B 6. ALL WELDMENTS SHALL BE MADE USING E70XX LOW HYDROGEN SCHEDULE B. WILLIAMS AVE. BRIDGE, FEDERAL PROJECT NUMBER BRM -1155(00 1) DETAILS REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS TRANSPORTATION SYSTEMS DIRECTOR M�ENANCE SERVICES DIRECTOR �¢JuAC�kS PLAN REVIEW v a FIRE MARSHALL LEGEND IDENTIFIES SECTION VIEW OR DETAIL 4 TAKEN OR SHOWN ON SHEET 4 B — USE DASH WHERE SECTION, VIEW OR .c DETAIL IS TAKEN AND SHOWN ON THE SAME SHEET. REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS TRANSPORTATION SYSTEMS DIRECTOR M�ENANCE SERVICES DIRECTOR �¢JuAC�kS PLAN REVIEW v a FIRE MARSHALL VICINITY MAP GENERAL NO TES 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION U� STANDARD SPECIRCA77ONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION .c DATED 1994 AND CITY OF REN TON TRANSPORTATION SUPPLEMENTAL SPECIFICATIONS. 2 57RUCTURAL ELEMENTS OF THIS RETROFIT PROJECT HAVE BEEN DESIGNED BY THE LOAD FACTOR DESIGN METHOD IN ACCORDANCE WITH THE REQUIREMENTS OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES FIFTEENTHEDITION 1992 AND INTER /MS THROUGH 1994. J. SEISMIC DESIGN OF THIS RETROFIT PROJECT CONFORMS WITH THE VICINITY MAP 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MI R OX O 3 7.8. I i f 1 6 7 8 I T 1 I I II I 1 I I --1 a1 9 10 11 12 13 14 15 16 17 18 1! GENERAL NO TES 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIRCA77ONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION DATED 1994 AND CITY OF REN TON TRANSPORTATION SUPPLEMENTAL SPECIFICATIONS. 2 57RUCTURAL ELEMENTS OF THIS RETROFIT PROJECT HAVE BEEN DESIGNED BY THE LOAD FACTOR DESIGN METHOD IN ACCORDANCE WITH THE REQUIREMENTS OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES FIFTEENTHEDITION 1992 AND INTER /MS THROUGH 1994. J. SEISMIC DESIGN OF THIS RETROFIT PROJECT CONFORMS WITH THE PROVISIONS OF DN/SION I-A SEISMIC DESIGN OF THE AASHTO STANDARD SPECIRCA77ONS FOR H/GHWAYBPoDGES FIFTEENTH EDITION 1992 AND INTERIMS THROUGH 1994. AN ACCELERATION COEFFICIENT OF 0.27 HAS BEEN USED. 4. THE DIMENSIONS SHOWN ON THE PLANS ARE BASED ON ORIGINAL CONSTRUCTION RECORDS PROVIDED BY THE CITYOFRENTON PLANNING /BUILDING /PUBLIC WORKS DEPAR7MANT. DIMENSIONS AND CONDITIONS OF EXISTING ELEMENTS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. 5. ALL S7EEL PLATES AND SHAPES FURNISHED FOR THIS PROJECT SHALL BE STRUCTURAL CARBON STEEL AND SHALL CONFORM TO THE REQUIREMENTS OFAASHTO M 18.3, STRUCTURAL STEEL. 6. ALL WELDMENTS SHALL BE MADE USING E70XX LOW HYDROGEN ELECTRODES. 7 THE CONTRACTOR SHALL PAINT ALL NEW STEEL CONSTRUCTION AND SHALL CLEAN AND REPAINT ALL EXISTING METAL SURFACES EXPOSED AS A RESULT OF THE CONTRACTORS WORK. ALL COSTS IN CONNECTION WITH FURNISHING AND APPLYING PAINT SHALL BE INCIDENTAL TO THE CONSTRUCTION AT EACH BRIDGE OF THIS PROJECT. THE PAINT SYSTEM FOR SHOP AND FIELD PAINTING SHALL CONSIST OF ONE PRIME COAT AND ONE FINISH COAT USING THE FOLLOWING STANDARD FOMULAS.• PRIMER — ZINC DUST ZINC OXIDE PRIMER FORMULA A -6 -86 FINISH — PHENOLIC FINISH COAT FOR STEEL FORMULA C -9 -90 THE FINISH COAT SHALL INCLUDE A COMBINATION OF TITANIUM DIOXIDE AND COLORED PIGMENTS OR A COMBINATION OF COLORED PIGMENTS SUCH THAT THE RESULTANT PAINT WHEN DRY MATCHES THE COLOR OF THE EXISTING FINISH COAT ON ADJACENT SURFACES. 8. ADHESIVE ANCHOR RODS SHALL BE HIL77 HVA ADHESIVE ANCHOR SYSTEM — HAS ROD, WI TH HAS STANDARD NUT AND WASHER, OR USE DIAMOND , INC. SUP -R -SET RESIN CAPSULE ANCHOR SYSTEM USING A307 THREADED ROD WITH HEX NUT AND WASHER ZINC PLATED TO ASTM B633 SCI, OR APPROVED EQUAL. DEPTH OF CONCRETE EMBEDMENT AND HOLE DIAMETER SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. THE DESIGN ULTIMATE SHEAR FORCE IS EQUAL TO 19 KIPS PER ANCHOR ROD. CITY OF RENTON T�2241S DEPARTMENT OF PUBWC WOPLXG I � o y s 600 108TH AVE. N.E., SUITE 405 r a F se 9 BELLEVUE, WA. 98004 THE HNTB COMPANIES (206) 455 -3555 COVER SHEET DE81 wm TJC DAT& MAR. 1995 RE NA►G �SSIONAL E�Gt mAw% LES wma NTS owANeia wo IX %RES Ol /31/95 cHEa GLO REVO&OM By APPN. DAtE APPWOVM ea�ri 1 ORi 4 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MI R OX O 3 7.8. I i f 1 6 7 8 I T 1 I I II I 1 I I --1 a1 9 10 11 12 13 14 15 16 17 18 1! w, SEC. 17, T. 23N, R. 5E., W. M. Cl TY OF REN TON 0 U O N \ \ \ \ \ 1 Q N ROADWAY \ \ \\ HOUSER WAY _ \ \ t - - - N O _ _ _ - _ - \\ - HOUSER WAY \ \ I CHORD LINE o \ \ \ PIER 3 PIER 2 112'(±) MAIN SPAN 13'(±) -� NORTH APPROACH SOUTH APPROACH SPAN BRIDGE PLAN SPAN PIER 2 MID -41- �?2 /r IN SPAN BEARING KEEPER ANGLE NG IT WITH NEW AT LOCATIONS CAL 6 PLACES ON DETAIL 0 I i� 0 I CHORD LINE - - I �- --� - 19 OF PIER - o � I I 0 I RETROFIT MAIN SPAN BEARING BY REMOVING KEEPER ANGLE AND REPLACING IT WITH NEW KEEPER BAR AT LOCATIONS SHOWN (TYPICAL 6 PLACES ON PIER 3), SEE DETAIL LA YOU PLAN BEARING BAR 2X2X1' -6" REMOVE THIS KEEPER ANGLE R GIRDER /8° 3 BY CUTTING j4" FILLET - !12 DETAIL rA-'� WELDS, GRIND REMAINAING UPPER PLATE LOWER PLATE GAP CITY OF RENT PIER 3 WELD MATERIAL FLUSH WITH \ DEPARTMENT OF PtnWAC GUSSET RP 4X2X0' -3" LOWER PLATE (TYPICAL - (3 REQUIRED EACH KEEPER BAR) 12 PLACES) (206) 45 35 THE HNTB COMPANIES (206) 455 -3555 A��A GENERAL PLAN & DE UPPER PLATE 9 zs'rr o w"a Ass�oNA4 I ANCHOR BOLT E�Gti{ EXPIRES m /31/95 ND. RAN aY I APPR I DATE I GL D SCIAA NTS w APPMVM 811 - - f - PLATE GIRDER BRONZE LENS j ^� (NOT SHOWN) (� NEW KEEPER BAR -'- �- (TYPICAL 12 PLACES) LOWER PLATE I I I 11'4 I I _ 5/16" I I I I _ (TYP.) (TYP.) /4 (TYP.) I i I I c _ TOP OF PIER 2 OR 3 I I 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 Mf RO 0X 6 7 8 9 10 11 12 13 14 15 16 17 18 R1, "1,0 7 B SECTION e PLAN VIEW re TYPICAL RETROFIT OF MAIN SPAN BEARING "3 DETAIL rA-'� Tow221S CITY OF RENT PIER 3 DEPARTMENT OF PtnWAC *n�sS�, 0 600 108TH AVE. N.E., SUITE 405 SEISMIC RETROFIT — HOUSER WA 98004 (206) 45 35 THE HNTB COMPANIES (206) 455 -3555 A��A GENERAL PLAN & DE 9 zs'rr o w"a Ass�oNA4 DWID m TJC DATE MAR. 1995 PL DRAWN LES E�Gti{ EXPIRES m /31/95 ND. RAN aY I APPR I DATE I GL D SCIAA NTS w APPMVM 811 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 Mf RO 0X 6 7 8 9 10 11 12 13 14 15 16 17 18 R1, "1,0 7 WILLIAMS AV SEC. 17, T. 23N., R. 5E., W.M. CITY OF REN TON RETROFIT UPPEF PLATES OF NOR; SPAN BEARING I SEE DETALIX--,. s %R® - 41- 221 f BRIDGE PLAN LOWER SHOE OF MAIN 'ANSION BEARING (2 TYPICAL), I�4 R GIRDER — PIER 2 I RETROFIT UPPER AND LOWER PLATES OF SOUTH APPROACH SPAN BEARING (3 TYPICAL), / SEE DETALKD —Q4 — i — — C OF BRIDGE — —1— — — E R GIRDER — — l — LA YOU T PLAN rS — RETROFIT LOWER SHOE OF MAIN SPAN FIXED BEARING (2 TYPICAL), SEE DETAIfl $ Ca ¢ 0•� of rasg �� = 600 108TH AVE. N.E., SUITE 405 BELLEVUE, WA. 98004 PIER 3 E - : THE HNTB COMPANIES (206) 455 -3555 �O�F R @Q tES✓Z! $9 �� s3IONAL £�G E pmm 07/31/95 REVEM BY TP2215 g f i i; 1 I i 1 - - -rT— I i� �- -- _ __:_i -- - - 1 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MI RO OX 6 7 8 9 10 11 12 13 14 15 16 17 18 1 NEW EXTENSION E PIN o cd � BEARING S„ BEARING REMOVE EXISTING KEEPER BAR (4 EACH BEARING) BY CUTTING I _ EXISTING 312" FILLET WELDS, r7\ = GRIND REMAINING WELD I F4� A MATERIAL FLUSH WITH I o r / r UPPER PLATE SURFACE UPPER PLATE L J L J APPROACH SPAN MAIN SPAN END DIAPHRAGM END FLOOR BEAM j _ BEARING BAR I UPPER PLATE TO BE REMOVED UPPER PLA TE MODIFICA TION NEW p° � KEEPER BAR TO BE REMOVED (TYP.) B° BEARING BEARING R Ii I LOWER PLATE 8° BEARING ANCHOR BOLT (TYP.) 4 LOWER PLATE O / zz BEARING PEDESTAL TOP OF PIER 2 OR 3 / LOWER PLATE i \ J9 NEW BEARING F NEW EXTENSION E PIN o cd � N I _ r7\ O Q z 2 ? = 2312" AFTER 2 MACHINING �� Q R 1%2 (FIN.X8X1' -10" (2 REQUIRED EACH BEARING) LOWER SHOE L�� 8" 1' -4" ANCHOR BOLT (TYP.) NEW EXTENSION lP EXISTING J ELEVA TION / REMOVE EXISTING BEARING BAR (ONE EACH BEARING) BY PLAN ARC CUTTING EXISTING %4"" FILLET WELDS GRIND, O O REMAINING WELD MATERIAL FLUSH WITH LOWER PLATE SURFACE. R 3(FIN.)X8X1' -4" S s„ 100" R. NEW BEARING le LOWER PLA TE MODIFICA TION TYPICAL APPROACH SPAN BEARING RETROFIT DETAIL A PIN (6 REQUIRED) 3 LOWER SHOE 3„ N 2"' (TYP.) 1%270 HOLE FOR 312» 2- (TYP. ) 1 %4 "0 ADHESIVE ANCHOR ROD (TYP.) O O (4 REQUIRED EACH BEARING) TT 0 C'4 NEW KEEPER L4XJX312X1' -6" (TYP.) BEARING - - GUSSET E %4 (TYP.) n 0 I O SEE DETAIL O N� CLI EXISTING ANCHOR BOLT (TYP.) PLAN E PIN NEW KE L4XJX31 (TYP.) TOF PIE TRO X41 -2216* GUSSET PLATE DETAIL BEARING 1 PIN I 314 314 TYP. EACH GUSSET E NEW KEEPER LOWER SHOE L4XJX312 )NSHRINK 14 k, TOP OF 'OUT (TYP.) __0 `PIER 3 1 III III II II III III z "0 ADHESIVE I I I I CHO,R ROD (TYP.)__" I I I I II II I II LJ LJ ELEVA TION END VIEW TYPICAL MAIN SPAN FIXED BEARING RETROFIT DETAIL C (2 REQUIRED) j I A f f I f 19 18 17 16 15 14 13 12 11 10 9 8 7 6 E PIN EACH SIDE F PIN OF CENTER KEY 314(%8) 45' ROCKER NEW EXTENSION R (TYP.) I NONSHRINK GROUT TOP OF PIER 2 - - p , EXISTING LOWER SHOE GROUT BEARING ROCKER P PIN NEW EXTENSION R � TOP OF PIER 2 ELEVA TION END VIEW TYPICAL MAIN SPAN EXPANSION BEARING RETROFIT lm4tB 0 x 6 381 DETAIL B (2 REQUIRED) 3 7om2- ?/S ® 600 108TH AVE. N.E., SUITE 405 BELLEVUE, WA. 98004 THE HNTB COMPANIES (206) 455 -3555 7 8 9 10 11 12 13 14 15 16 17 18