HomeMy WebLinkAboutR-398122LT
LO
O
ui
E
0
z
13
J
,_.
E
w
0
I
N
JUNCTION BOX SIZED PER TRAFFIC
SIGNAL AND ILLUMINATION PLANS. LABEL
JUNCTION BOX LIDS AS SHOWN (TYP.) -
10'- 0 " STEEL CONDUIT SECTION
BETWEEN CONDUIT DEFLECTION
FITTING A AND PVC CONDUIT IN
CTAT11-MIA V CnOAA QA001C-0
LT
THRIE BEAM
OR W-BEAM
GUARDRAIL
10'-0" MIN. TO 20'-0" MAX.
END OF BRIDGE OR WALL
STAINLESS STEEL
COVER SCREWS (TYP.)
SECURE CONDUIT AND BOX TO
REBAR TO PREVENT MOVEMENT—,
CONDUIT DEFLECTION FITTING
A SEE DETAIL THIS SHEET
N 10' STEEL
CONDUITS
STEEL CONDUIT TO PVC ADAPTORS
IN STATIONARY FORM BARRIER WHERE
PVC PIPE INSTALLED IN BARRIER
LT
ffl��&AA AM 91AF� %P
CONDUIT EXPANSION FITTING
(TYP. AT EXPANSION JOINT IF
NECESSARY)
INSIDE BARRIER FACE
JUNCTION BOX & PULL BOX (TYP.) NEMA 4X
STAINLESS STEEL WITH BOLT -ON LID OR
EQUAL. SEE TRAFFIC SIGNAL AND
ILLUMINATION PLANS FOR POLE LOCATION
TYPICAL AT END OF MODIFIED PEDESTRIAN BARRIER END SECTION
WHERE THRIE BEAM END SECTION "DESIGN F" STD. PLAN C-7o
� JUNCTION BOX &BARRIER PANEL OR GUARDRAIL END SECTION "DESIGN D OR F" STD PLAN C-7 /S USED.
FOR C.O.R. ILLUMINATION � JUNCTION BOX &BARRIER PANEL
FOR WSDOT ILLUMINATION
_(C.O.R.)
�- BLOCKOUI I -OH L—STEEL CONDUIT TO PVC ADAPTOR IN
CONDUITS STATIONARY FORM BARRIER WHERE
CONDUIT DEFLECTION PVC PIPE INSTALLED IN BARRIER
FITTING A
STEEL CONDUIT SECTION BETWEEN CONDUIT
DEFLECTION FITTING A AND JUNCTION BOX
J'- 0 " LONG EXPANDED POLYSTYRENE
SLEEVE AROUND CONDUIT. DUCT TAPE
SEAMS AND ENDS TO SEAL AND
PREVENT CONCRETE FROM BONDING
WITH FITTING AND CONDUIT —\
CONDUIT PIPE SIZED
PER WIRING SCHEDULE
° ° °'` ' °
\1
EXPANSION JOINT
CONDUIT EXPANSION
FITTING
' [44
° , ° ° ,
° °
1
, 77''''',
'° , , ° °,°,° . ° ,
BONDING JUMPER
1 " TIES N SPACE @ 2,9" MAX.
CONDUIT EXPANSION FITTING
CONDUIT FITTING - (TYPE AX FOR MOVEMENT
OF -± 2'> AT BRIDGE EXPANSION JOINTS IF
NECESSARY
BUNDLE FB-11 #5 OR 38 #5
ADJACENT TO EACH END OF
JUNCTION BOX (TYP.)
114 x J'-6" (TYP.)
EL EVA TION
1 iTvo �
-----1-1-----
`
L
— — — — — — — — — — — — —
----------
— — — — — —
— — — :::::::-------- ::------------- ---
—--—————————————————————————— — — — — ——
we wAk 0=4 .1 M-0-, ff-M MP0,Md, MOMM"• k -3�11
� ��
LABEL JUNCTION BOX COVER IN ACCORDANCE WITH STANDARD SPECIFICATION 9-29.2(4) AND SPECIAL PROVISIONS. ADJACENT
JUNCTION BOXES ARE SHOWN CENTERED BETWEEN ADJACENT DUMMY JOINTS. IF THE DISTANCE BETWEEN ADJACENT DUMMY
JOINTS IS 16'-0" OR GREATER, PLACE ADJACENT JUNCTION BOXES SYMMETRICALLY ON EITHER SIDE OF THE CENTER OF ONE
DUMMY PANEL WHILE MAINTAINING 8'-0" MINIMUM BETWEEN CENTER LINES OF THE JUNCTION BOXES.
" PREMOLDED JOINT FILLER
ZtCONDUIT SIZE PER WIRING
SCHEDULE
START
WHERE CONDUIT IN ASTRUCTURE /S ROUTED n ricuv�v�uc� �virvi cic
ACROSS A JOINT, WRAP STEEL CONDUIT PIPE SEE STANDARD PLANS WHERE CONDUIT /N A STRUCTURE IS ROUTED
�,,,, ,, ,,,, ,,,, �.,,,, ,.,,,� „� ,,,,.,_ ,,,,,� ,.,,,.,, CONCRETE CONCRETEACROSS A JOINT, WRAP STEEL CONDUIT PIPE SECTION B
FOR 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 —7
• .o .c.•o:Po
J" MIN., 6" MAX. (CONDUIT AND
THREADS CAST OUTSIDE STRUCTURE)
CONDUIT DEFLECTION FITTING
WITH INTERNAL BONDING JUMPER
V
�
e .o,.. D...D •ee• �%
CONDUIT PIPE
CONDUIT DEFLECTION FITTING A
CONDUIT FITTING - TYPE DX FOR DEFLECTION
OF JOo AND 3/4" MOVEMENT. PLACE AT
CONDUIT PIPE EXIT FROM STRUCTURE
1" TIES @ 2 1"
4 vi �4. G ^•vve v
-y—
�� jai`'+�.1i .
4 . .a
FOR 1'-0" ON EACH SIDE OF JOINT. PIPE
WRAP TAPE SHALL BE 2 " WIDE, 20 MIL. THICK,
3/4 " POLYSTYRENE FOAM. WRAP 1 X TIMES
AROUND CONDUIT AND CONDUIT FITTING
END
AND INSTALLED WITH A MINIMUM OF 1 " 2 N STAINLESS STEEL
OVERLAP MOUNTING TABS (TOP & BOT.)
BUNDLE 2 B 15 DR 2 B8 115 JUNCTION BOX N 8 " x 8 " x 18 " NEMA 4X IN
ADJACENT TO EACH END OF STATIONARY FORM BARRIER, ADJUSTABLE NEMA
JUNCTION BOX (TYP.) JR IN SLIP FORM BARRIER. JUNCTION BOX CAN
I BE RECESSED UP TO %8 ".
3/8 "0 POLYETHYLENE
CONDUIT PIPE OR COPPER PIPE DRAIN
CONDUIT DEFLECT/ON FITTING B
CONDUIT FITTING - TYPE DX FOR DEFLECTION OF JO* AND 3/4- MOVEMENT.
CONDUIT PIPES PLACED THROUGH RETAINING WALL PEDESTRIAN BARRIER SHALL BE
FITTED WITH DEFLECTION FITTINGS AT A MAXIMUM SPACING OF 120'. THE
DEFLECTION FITTINGS SHALL BE PLACED AT THE PEDESTRIAN BARRIER OPEN JOINT
THAT COINCIDES WITH THE RETAINING WALL STEM EXPANSION JOINT NEAREST TO
THE TRANSVERSE CONSTRUCTION JOINT IN THE WALL FOOTING.
SECTION (o'A
SURVEYED: JFSDRAWING NO. 4.05
DRAWN BY: XYW �4 pF "fir t CITY OF RENTON HIGHLANDS TO LANDING
`� �� '�' ►.Il PROJECT NO. 31796
DESIGN BY: XYW Public works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007)
CHECK BY: SJW HanmiGlobal Partner A , FED AID NO. CM-1070(007)
10230 NE Points Drive APPRO D F R CONSTRUCTION PEDESTRIAN BARRIER DETAILS 3 OF 3 DATE: June. 2013
Suite 400 0 4.5633 ti�
PROJ MGR: LBM mod, ssshin&n 9 *&Jt 4�
Phone: (425) 822-447 •L s �� � ��� BY: DATE:001�1 SHEET NO. 18 OF 44
NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) k.com 77 jONAL
�nn►.otak.com