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HomeMy WebLinkAboutR-398115SEC. 8. T. 23N., R. 5E., W. M. C / T Y OF REN TON 239'-0" DECK OVERHANG RECONSTRUCTION AND SIDEWALK (WEST SIDE ONLY) MEASLg?ED ALONG FACE OF CURB LUMINA IRE PEDESTRIAN BARRIER MOUNTED ON RAIL RE —MOUNT EXIST. W/ BRIDGE RA IL I NG R� LLIMINAI, TYPE BP LUMINA/RE BK.PAV'T SEAT r MOUNTED ON PIER 4 PIER ;\���� BARRIERIL TO _ _ = -- — — r///,/ I / r%I,I(II� �// �—_� CONNECTION ion — _ _��-�•— — �r3s-=_�_�_`�_ /L ilk CONSTRUCTION ¢ t STA. 5`7+24.59 Ln / / STA. 59+63.63 \, B1` PANT SEAT p� — —I —� BK. PAV'T SEAT to \� 57+00 v PROTECTIVE43"47t?9 E ! BRDGE RAIL,, 25FENCING � OG A T ACHE SIDES NE PAR jj r0 m �� ,� OF RR TRACK CENTERL I NE SEE �` / DETAILS r I \\—BNSF RR RIW. �NE HOUSER WAY ¢ TRACKS I I PLAN 20' 01 20' 40 SCALE IN FEET EXISl, RR TRACK BOTTOM OF BR/DG EXIST. CONS TRUC T / ON � CUR VE DA TA ELEV. 62.75 DEL TA RADIUS LENGTH / 26 ° 25' 59" 716.20' 330.41 ' MINIMUM CONSTRUCTION CLEARANCE ZONE rn� +o inEd ,^� `O r/1 d +7.059 En TOP OF RAIL CONSTRUCT / ON PROFILE �4.6'_' 9'-0" (DIAGRAMMATIC) GENERAL NOTES I. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" DATED 2012 AND AMENDMENTS. 2. THE DECK OVERHANG RECONSTRUCTION HAS BEEN DESIGNED /N ACCORDANCE WITH THE FIFTH EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECI FI CAT IONS, 2010. J. CONCRETE FOR THE BRIDGE DECK OVERHANG SHALL BE CLASS 4000D, CONCRETE FOR BARRIER SHALL BE CLASS 4000. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A706 OR AASHTO M3I (ASTM A615). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. TEMPORARY SUPPORTS AND FALSEWORK SHALL BE GRADUALLY RELEASED TO PREVENT IMPACT OR UNDUE STRESSES IN THE STRUCTURE. 6. SEE BRIDGE AS —CONSTRUCTED PLANS FOR ADDITIONAL BRIDGE DETAILS. 7. ALL DIMENSIONS SHOWN ARE MEASURED HORIZONTALLY OR VERTICALLY UNLESS NOTED OTHERWISE 8. UNLESS OTHERWISE SHOWN ON THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF REINFORCING BAR SHALL BE 2" AT ALL LOCATIONS 9. UNLESS NOTED OTHERWISE, MINIMUM LAP SPLICE LENGTHS SHALL BE AS FOLLOWS. #4 BAR = 2'—O" #4 BAR = 2'-0" 15 BAR = 2'—O" jg BAR = 2'-6" #6 BAR = 2'-0" t6VBAR = 3'-0" ,¢7 BAR = 2'-6" #8 BAR = 3'-3" 17©BAR = 3'-9" #9 BAR = 4'-2" #/0 BAR = 5-3" DENOTES EPDXY COATED BARS /11 BAR = 6'-6" ME? C �Avti�z� i I ?—to( 15 RAIL ROAD TEMPORARY CONS TRUC T I ON CLEARANCE DIAGRAM LOOKING SOUTHEAST ALONG TRACKS ELEVATIONS ARE AT LEFT EDGE OF BRIDGE AND ARE APPROXIMATE DA TUM N.A. V.D. 88 SURVEYED: .FS DRAWN BY: XYW DESIGN BY: XYW CHECK BY: SJW PROJMGR LRM • H= a r r e"w ,,, "'"' a n.e REFER TO ORIGINAL DRAWINGS FOR SIGNATURES AND SEALS CITY OF RENTON `u Public Wcrfo Department APPROVED FOR CONSTRUCTION BY: DATE: HIGHLANDS TO LANDING PEDESTRIAN CONNECTION PROJECT CM-1070(007) BRIDGE LAYOUT- DECK OVERHANG RECONSTRUCTION DRAWING No, 4.01 PROTECT NO. 31796 FED AID NO. CM-10701007) DATE June. 2013 SHEET NO. 14 OF 44 1 CHANGE ORDER Y2- ADDED PROTECTIVE FENCING TOBRIDGE ABOVE FIR SJW D6114 NUMBER REVISION DESCRIPTION BY APP. DATE