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68'-6" CURB TO CURB
PEDESTRIAN BARRIER W/
6'-6" 32'-6" TO CONSTRUCTION �
� � ALK
BRIDGE RAILING TYPE BP- I #.SdLONGIT. ® 6" CTRS. MAX.
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BARRIER REINFORCING, SEE _ r J44RREBAR DOWEL
DRAWINGS 4.03 - 4.05 +� /' .1--DEM0L/SH EXIST. CURB ® 3'-0" CTRS
AND RAIL 1. / J/4" CHAMFER
/ #AEBAR DOWEL
6
�4 Z-BAR AT 8" 6"
® 2'-0" CTRS. CTRS g" 4
��// +/- l " EXIST. ,¢'6 TRANSVERSE
,gr5d® 8" O.C. BARS ®6" 6"
VARIES (5X MAX. PER AS
o ?
4COM��TRUCTED PLANS)IF
--- - ------
l0" D t ,45 0 I'-0" CTRS. ---/*/
`#4®REBAR DOWELS ® 3'-O" EXCEPT
AS FOLLOWS:
• AT LUM/NARE LOCATIONS, PLACE I I OMIT REBAR DOWELS AT
ONE DOWEL AT CL LUMINAIRE AND I'_II"
3 AT 10" CTRS. EACH SIDE, CROSSBEAM. SEE SECTION A
• EACH SIDE OVERHANG FOR DOWEL REQUIREMENTS
PLACE 2 DOWELS ON
OF CROSSBEAM AT l'-0" CTRS I I EXISTING CONCRETE SURFACES TO ADJACENT TO CROSSBEAM (I
BE /N CONTACT WITH NEW
I� CONCRETE SHALL BE
INTENTIONALLY ROUGHENED TO A (I
II SURFACE AMPLITUDE OF.25". *DIMENSIONS AND DETAILS
MOUNT 4" DIA. ARE SIMILAR TO SECTION A
CONDUIT PER WSDOT 3 '- / 0 y2 " ( UNLESS NOTED OTHERWISE.
STD. PLAN J-60. I3-00 OVERHANG I I I II
EXIST. WEB I -----_--_
REINFORCING L -----------_ I _
EXIST. REINFORCED
CONCRETE BOX
GIRDER BRIDGE
SECT / ON A SECT l ON ® CROSSBEAM B
DECK RECONSTRUCTION NOTES SCALE' I" _ l'-0" — CROSSBEAM AT PIERS 2 AND 3 _
I. REVIEW AS -CONSTRUCTED DRAWINGS FOR EXISTING BRIDGE Z EXISTING CONCRETE SURFACES SHALL BE CLEAN AND FREE OF SCALE. • I
DETAILS LAITENANCE PRIOR TO PLACEMENT OF NEW CONCRETE.
2. NOTIFY ENGINEER IF EXISTING REINFORCING DETAILS SUCH AS 8. SEE DRAWING 4.03 FOR SIDEWALK EXPANSION JOINT AND BARRIER
SIZE, LENGTH, OR SPACING ENCOUNTERED IN THE FIELD DIFFERS DUMMY JOINT DETAILS.
FROM AS -CONSTRUCTED DRAWINGS /
9. CL OF LUMINAIRE SHALL BE A MINIMUM OF 3'-0" AWAY FROM
3. DEMOLISH EXISTING CURB AND RAIL USING EQUIPMENT SIDEWALK JOINT.
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 Isee "
OVERHANG. `
4. PROVIDE MIN. 4j" EMBEDMENT FOR REBAR DOWELS. DRILL WITH �a s_ "��� _",)A V J�
5/8" D IA. BIT. ROTARY HAMMER MAY BE USED. IF EXISTING '�"
CONCRETE SURFACE IS DAMAGED AS DETERMINED BY THE �s � _ [� LL l 7�1 e o er 4 L�
ENGINEER, CONTRACTOR SHALL USE A CORE DRILL AND SHALL CLYlcA �s.'i.."npeA �vr avknc Moo-e
ROUGHEN SIDES OF HOLES PRIOR TO SETTING DOWEL. i �4J�a Vi
5. THE DRILL EQUIPMENT SHALL BE EQUIPPED WITH A POSITIVE AS 12�,1As • _ r
STOP LIMITING THE DEPTH OF THE DRILLED HOLE TO THE DEPTH
SPECIFIED. Q
1
6. ®= EPDXY COATED REINFORCING STEEL
SURVEYED: JFS • ' �gN J. �� DRAWING NO. 4.02
DRAWN BY: RYW CITY OF RENTON HIGHLANDS TO LANDING
�` w4r 1S 0 .Jl PROJECT NO. 31796
DESIGN BY: xvw & s Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007)
x•.��cueewnr FED AID NO. CM-1070 007)
CHECK BY: SJW uefo a •nn APPROVED FOR CONSTRUCTION DATE: June. 2013
•,4�.3 DECK OVERHANG SECTION
1 MODIFIED SIDEWALK AND DECK OVERHANG DETAIL SJW 05114 PROJ MGR: LBM 1 I•""�¢ • ` SHEET NO. 15 OF 4_l
NUMBER REVISION DESCRIPTION BY APP. DATE ru:I���-ten BY DATE.