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HomeMy WebLinkAboutR-39811668'— 6 " CURB TO CURB 68'-6" CURB TO CURB PEDESTRIAN BARRIER W/ BRIDGE RAILING TYPE BP ARRIER REINFORCING, SEE RA WINGS 4.03 — 4.05 — OVERHANG LEVEL 3'-6" 9 " h---#6'F© EACH EXIST J6 IN OVERHANG — ca #5T @ 1'— 6" 0.C. RESIN BONDED REBAR, SEE NOTES 3/4" V—GROOVE, TYP. 4" DIA. CONDUIT, SEE NOTES 6'-6" SIDEWAL DEMOLISH EXIST. CURB, "N RAIL, AND OVERHANG. 4� E (5)-114 EQUALLY SPACED 114 @ l '— 6 " D.C. ' PRESERVE AND PROTECT EXIST. I REINFORCING BARS EXTENDING I INTO OVERHANG. SEE NOTES. N2'-2 " EXIST. OVERHANG (9)T,5 x CONT� l '-2 " 3'-10 j2 " OVERHANG EXIST. WEB REINFORCING 32'— 6 " TO CONSTRUCTION m 1.59 �O v -• �� • � 57. MAX. (PER AS _ CONSTRUCTED PLANS) ------------- 3/4 " CHAMFER EXIST. 116 TRANSVERSE BARS ® 6" I I I I i EXIST. REINFORCED CONCRETE BOX GIRDER BRIDGE SECTION SCALE. • 1 " = 1 '-0" DECK RECONSTRUCTION NOTES 1. REVIEW AS —CONSTRUCTED DRAWINGS FOR EXISTING BRIDGE DETAILS. 2. NOTIFY ENGINEER IF EXISTING REINFORCING DETAILS SUCH AS SIZE, LENGTH, OR SPACING ENCOUNTERED IN THE FIELD DIFFERS FROM AS —CONSTRUCTED DRAWINGS. J. DEMOLISH EXISTING DECK OVERHANG USING EQUIPMENT CONFORMING TO THE REQUIREMENTS IN THE SPECIAL PROVISIONS. CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING STEEL REINFORCING PROTRUDING FROM THE BOX GIRDER INTO THE OVERHANG. 4. PROVIDE MIN. 53/4 " EMBEDMENT FOR RESIN BONDED REBAR. DRILL WITH 3/4 " DIA. BIT. OMIT RESIN BONDED REBAR AT CROSSBEAM LOCATIONS WHERE EXIST. 1118 EXTENDS INTO NEW OVERHANG. LOCATE AND AVOID EXISTING REINFORCEMENT. 5. THE DRILL EQUIPMENT SHALL BE EQUIPPED WITH A POSITIVE STOP LIMITING THE DEPTH OF THE DRILLED HOLE TO THE DEPTH SPECIFIED. 6. �E =EPDXY COATED REINFORCING STEEL 7. MOUNT 4" DIAMETER CONDUIT WITH STEEL FLUSH MOUNTED PIPE STRAP. PLACE PIPE STRAP AT 10' ON CENTER AND CONNECT WITH MIN. 3/8" DIAMETER RODS ATTACHED TO INSERT. PROVIDE ANVIL INSERT FIG. 282, UNISTRUT M26 SPOT INSERT, DAYTON—RICHMOND IASM OR APPROVED EQUAL. ALL COMPONENTS SHALL BE HOT —DIP GALVANIZED. PEDESTRIAN BARRIER W/ BRIDGE RAILING TYPE BP BARRIER REINFORCING, SEE DRAWINGS 4.03 — 4.05 — OVERHANG LEVEL —__\ 3'— 6 " 9„ "*_ — j6T@ EACH EXIST #6 IN OVERHANG — CO #5T© 1 '-6" O.C. 3/4" V—GROOVE, TYP. 4" DIA. CONDUIT, —� SEE NOTES (9)TJ5 x CONT7--Zl 3'-10 6'-6" SIDEWALK DEMOLISH EXIST. CURB, RAIL, AND OVERHANG. ,2'-2" EXIST. OVERHANG EXIST. CROSSBEAM REINFORCING (5)-114 EQUALLY SPACED - 114 ® 1'— 6" 0. C. PRESERVE AND PROTECT EXIST. /REINFORCING BARS EXTENDING // INTO OVERHANG. SEE NOTES. 32'— 6 " TO CONSTRUCTION m �j 1.5q v 59' MAX. (PER AS CONSTRUCTED PLANS) I 3/4 " CHAMFER EXIST. 116 AND 1118 TRANSVERSE BARS EXIST. REINFORCED CONCRETE BOX GIRDER BRIDGE SECTION @ CROSSBEAM B CROSSBEAM AT PIERS 2 AND 3 SCALE. • 1 " = 1'-0 SURVEYED: JFS • + BEN d . DRAWING NO. 4.02 DRAWN BY: XYW �4 pg x l� CITY OF RENTON HIGHLANDS TO LANDING ML PROJECT NO. 31796 DESIGN BY: XYW — Public warl<s Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) CHECK BY: SJW HanmiGlobal Partner ,� FED AID NO. CM-1070(007) 10230 NE Points Drive APPROVED FOR CONSTRUCTION DECK OVERHANG SECTION DATE: June. 2013 PROJ MGR: LBM inn ° �,45633�ati� Phone: (425) 822-4448 �� L s S ��� BY:4A DATE:SHEET NO. 15 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE Fax: (425) k.com 77 jONAL t�•�Pj�-( ///-/(—/ waw.otak.com