HomeMy WebLinkAboutR-398126U-1. 1
Resd�ea --
TRBLK
LBYSEAL
SJWSEAL
8
E
q LIGHTING BRACKET
ANCHORAGE
3'-O" MIN.
A
1 '0 RGS
I -CONDUIT PIPE
22 16 J / �
ANCHOR J/
S3® B1 AND CE BARS THAT
OCCUR /N THIS AREA ARE TO BE ELEVATION
MOVED TO THE NEAREST EDGE OF
THE ANCHOR PLATE.
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ANCHOR PLATE
GALVANIZE PER AASHTO M 111
- LUMINAIRE CONNECTION HEIGH
REVISION DESCRIPTION
LUMINAIRE POLE -
LIGHTING BRACKET PER
STD. PLAN J-28.45 —
1
46" 0 HOLE
'YP.)
q JUNCT/ON BOX
JUNCTION BOX & PULL BOX 8" x 8" x 1'-6"
NEMA 4X STAINLESS STEELE (TYP.)
TOP OF BARRIER
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 _
170 RGS CONDUIT
PIPE & CAP---
1 "0 H.S. BOLT THREADED FULL LENGTH WITH
HARDENED LOCK WASHER AND HEAVY HEX NUT (TYP.).
SEE STANDARD SPECIFICATION SECTION 9-29.6(5).
OF BRIDGE DECK Q 6" M/N. EMBED.
1
II
A
B1
2 Ej #6
TIGHTEN ANCHOR k! BETWEEN
BOLT HEAD AND HEX NUT/LOCK
WASHER (TYP.)
® 16
ANCHOR TL' 1 x 13 x 1'-1
O (ASTM A36)
TOP OF
BRIDGE DECK Q
53
0
SECTION A
RGS CONDUIT PIPE. SEE PEDESTRIAN BARRIER SHEETS FOR
2'0 OR SEE WIRING \_�31a- 0 POLYETHYLENE NOTE.- INFORMATION NOT SHOWN.
SCHEDULE FOR SIZE. OR COPPER DRAIN PIPE ALL CONDUITS SHALL BE RIGID GALVANIZED STEEL (RGS).
(WSDOT LIGHTING, INSTALL ALL CONDUIT RUNS TO DRAIN TO A BRIDGE END
C.O.R. LIGHTING, C.O.R. OR PROVIDE DRAIN AT ALL LOW POINTS WITHIN CONDUIT RUN.
ITS) SEE 'TRAFFIC BARRIER SHEETS" FOR BARRIER DIMENSIONS.
HANDHOLE TOWARD
TRAFFIC SIDE
J-B0X
CONDUIT PER
WIRING SCHEDULE
TRAFFIC BARRIER -
8" x 8" x 1'-6"
NEMA 4X STAINLESS
STEEL JUNCTION BOX POLE BASE PER STD,
PLAN J-28.45
LUMINAIRE o
STA. rc�
ELEVATION PROFILE
LUMINAIRE SUPPORT
SHOWN FOR BRIDGE
SURVEYED: JFS
• I 24
DRAWN BY: XYW
DESIGN BY: XYW
CHECKBY: SJW
IOtlI R P.61. 0.1..
PROD MGR: LBM
''P4
r¢ Ivs) m.en
... M.t®
20 CONDUIT -
we cy3rylYyu0is
8" x 8" x 1'-6"
NEMA 4X STAINLESS
STEEL ✓ NCTION BOX `^ ` - p
fJ i. �c v_ Pecjl Ste- V _qzG L
for AS - su'kks. J
•� CITY OF F ENTON
"II
Public Works Department
APPROVED FOR CONSTRUCTION
BY: DATE:
OF BARRIER
ANCHORAGE BARLIST
MARK #
SIZE
LENGTH
BEND TYPE
Al
6
1'-9"
STRAIGHT
®
6
5'-0"
STRAIGHT
HIGHLANDS TO LANDING DRAWINGNo, 4.08
PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796
FED AID NO. CM-1070(007)
TRAFFIC BARRIER LUMINAIRE ANCHORAGE DETAILS DATE: June. 2013
SHEET NO. 21 OF 44