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Home My WebLink AboutT-221501REVIEWED 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!