HomeMy WebLinkAboutR-398125LIGHTING BRACKET JUNCTION BOX
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/ I L- f V •V/ I VI \ t L-f I ! i-.
9 1—/" 1 'n" I I W"
LUMINAIRE POLE
X & PULL BOX 8" x 8" x 1'-6"
UNLESS STEELE (TYP.)
'IER
TOP OF BRIDGE DECK
3/8 " 0 POLYETHYLENE
OR COPPER DRAIN PIPE
FORM FACE OF BARRIER FLUSH UNDER
SUPPORT ELBOW BASE PLATE. APPLY EPDXY
BONDING AGENT TO SURFACE TO ASSURE
UNIFORM BEARING SURFACE SEE STANDARD
SPECIFICATION SECTION 9-26.1
1 "0 RGS CONDUIT
PIPE & CAP
1 70 H.S. BOLT THREADED FULL LENGTH WITH
HARDENED LOCK WASHER AND HEAVY HEX NUT (TYP.).
SEE STANDARD SPECIFICATION SECTION 9-29.6(5).
6" MIN. EMBED.
1 f-0»
S21
NOTE.•
ALL CONDUITS SHALL BE RIGID GALVANIZED STEEL (RGS).
INSTALL ALL CONDUIT RUNS TO DRAIN TO A BRIDGE END
OR PROVIDE DRAIN AT ALL LOW POINTS WITHIN CONDUIT RUN.
SEE "TRAFFIC BARRIER SHEETS" FOR BARRIER DIMENSIONS.
TRAFFIC I
1'-6"
STAINLESS
JCRON BOX
r^^� 8 7f x 8"'x 1 6 7f
1J
NEMA 4X STAINLESS
FACE OF BARRIER
STEEL JUNCTION BOX POLE BASE PER STD.
o PLAN J-28.45 -�
GALVANIZE PER AASHTO M 1 1 1
1 /6 " 0 HOLE
(TYP.)
LIGHTING BRACKET F
STD. PLAN J-28.45
ELETATIOIT PROFILE
LUMINAIRE SUPPOkT
SHOWN FOR BRIDGE
LUMINAIRE
STA.
2 lilt/VLJVI /
PLAN
TIGHTEN ANCHOR IT BETWEEN
BOLT HEAD AND HEX NUT/LOCK
WASHER (TYP.)
ANCHOR E 1 x 13 x 1'-1
(ASTM A36)
TOP OF
/ BRIDGE DECK
MMV
SECTION ('A' -
SEE PEDESTRIAN BARRIER SHEETS FOR
INFORMATION NOT SHOWN.
ANCHORAGE BARLIST
MARK
SIZE
LENGTH
BEND TYPE
[AKTI
6
1 '-9"
STRAIGHT
iKi
T
6
5'-0"
j STRAIGHT
SURVEYED: JFS • , BEN J . I :; �— DRAWING NO. 4.08
DRAWN BY: XYW w4 uF "fir CITY OF RENTON HIGHLANDS TO LANDING
DESIGN BY: XYW Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT317
FED AID NOO.. GM-1070( 007)
CHECK BY: SJW HanmiGlobal Partner r
10230 NE Points Drive APPROVED FOR CONSTRUCTION DATE: June. 2013
suite r 45633 �� '/,/ TRAFFIC BARRIER LUMINAIRE ANCHORAGE DETAILS
PROJ MGR: LBM IGdde: 425) 822 4446 vv tpaALstiff ®/®
Phone: (425} 822-4448 � �� a� BY: DATE: / SHEET NO. 21 OF 44
FAX: (425) 827-9577 IDATAL
NUMBER REVISION DESCRIPTION BY APP. DATE www.otakcom
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