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101
2 - 1.5" DIA. PVC CONDUITS (SCHEDULE
40), PLACE WITH I" MINIMUM CLEAR
AROUND EACH CONDUIT
NOTES;
I. OMIT 4" CONDUIT AND BRACKETS AS SHOWN ON DWG. 4.02 AND REPLACE
WITH 2 - 1.5" DIAMETER CONDUITS AS SHOWN.
2. INSTALL DEFLECTION FITTING B PER DETAIL THIS SHEET FOR EACH
CONDUIT AT EACH SIDEWALK EXPANSION JOINT AND DEFLECTION FITTING
A PER DWG. 4.05 AT THE BRIDGE ENDS.
J. JUNCTION BOXES FOR THE CONDUITS ARE NOT ALLOWED WITHIN THE
LIMITS OF THE BRIDGE.
4. CONDUITS SHALL FOLLOW THE VERTICAL GEOMETRY OF THE BRIDGE AND
SHALL NOT CONTAIN LOW SPOTS WHERE WATER COULD ACCUMULATE. THIS
SHALL BE DEMONSTRATED TO THE ENGINEER PRIOR TO PLACING CONCRETE.
LLL-
.TYPICAL SECTION - -
BR I DGE CONDUIT REVISION
Y" PREMOLDED JOINT FILLER
AT SIDEWALK EXPANSION
JT. PER PLAN
�" POLYSTYRENE FOAM. WRAP l
TIME AROUND CONDUIT AND
CONCRETE CONCRETE CONDUIT FITTING
0
1 " TIES ®2Y1 1 " WHERE CONDUIT IN A STRUCTURE IS ROUTED START/ -
ACROSS A JOINT, WRAP CONDUIT PIPE FOR END
1 '-0" ON EACH SIDE OF JOINT PIPE WRAP
TAPE SHALL BE 2" WIDE, 20 MIL. THICK, AND
INSTALLED WITH A MINIMUM OF 1" OVERLAP
NOTE,•
B v LCONOU/T PIPE CONDUIT FITTING SHALL BE TYPE DX FOR DEFLECTION OF 30' AND J/4"
MOVEMENT.
CONDUIT DEFLECTION FITTING B
• - HIGHLANDS
PEDESTRIAN
lWn"caba'Part�r CITY OF
TO LANDING Title BRIDGE CONDUIT REVISION Date 07/30/14
CONNECTION Drawn S,1W
RENTON Job No. 31796
Scale 1 /2" = 1'-0"