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STEEL CAP CONNECTED
WI TH y" SET SCREW —
2" MIN. D I AMETER STEEL
PIPE, TOP AND BOTTOM -
PIPE 3 STD. FENCE POSTS PLACED
TO M 1 SS LUMINAIRE BASES
HAND HOLE IN LUMINAIRE
I d I
I I I
CONTINUOUS J" STEEL PLATE WELDED I V
TO FENCE POST AND ATTACHED TO I
RA I L l NG ANCHOR BOLTS
I � �
I I �
I
I
LUMINAIRE BASE BEYOND r L 1 J
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POST STRAP WITH BEVELED PLATE
WASHERS AND RESIN BONDED ANCHORS
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9 G,
EXTI
0
CO
PEDESTRIAN
BARRIER
T YP l CAL SECT l ON
BOTH
SIDES
c;i t'I� aecL
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' —7
neQA5 4b
TYICAL BRIDGE
RA II LI NG BP ANCHOR PL A N
SPACING
,A
THROW FENCE NOTES
I. CHA I N LINK FENCE SHALL BE VINYL COATED BLACK- 1
PROVIDE RESIN BONDED ANCHORS PER SPECIAL PROVISIONS ALL OTHER STEEL SHALL BE GALVANIZER
AND PAINTED BLACK AFTER FABRICATION.
2. STEEL PIPES SHALL CONFORM TO ASTM SPECIFICA TIO
A53 GRADE B. OTHER STEEL SHALL CONFORM TO ASTM
A36.
J. PROVIDE DETAILS OF PROTECTIVE FENCING SUCH AS
LONGITUDINAL PIPE CONNECTIONS, STRETCHER BAR, J
AND CHAIN LINK MESH CONNECTIONS TO ENGINEER 1
FOR APPROVAL.
4. PERFORM WELDING IN ACCORDANCE WITH A WS DI.I
WITH WELD METAL STRENGTH OF 70 KSI MINIMUM.
5. SEE SPECIAL PROVISIONS FOR RESIN BONDED ANCHOR,
REQUIREMENTS.
6. DRILL HOLES FOR ANCHORS WITH A J" DIAMETER BIT,
ROTARY HAMMER. IF CONCRETE /S DAMAGED AS
DETERMINED BY THE ENGINEER, THE CONTRACTOR
SHALL USE A CORE DRILLING AND SHALL ROUGHEN TH8
SIDES OF THE HOLE PRIOR TO SETTING ANCHOR.
Z RAILING CONCRETE SHALL ATTAIN FULL DESIGN
STRENGTH PRIOR TO INSTALLING ANCHORS.
8. RADIUS OF CURVATURE OF BRIDGE IS APPROXIMATELY
756.4' AT � BARRIER. COORDINATE GEOMETRY OF
PLATE WITH GEOMETRY OF BARRIER AND RAILING.
OMIT WASHERS WHERE CONFLICTING WITH
PLATE. COORDINATE W I TH RAILING
FABRICATION AS NECESSARY
DIA. RESIN BONDED ANCHORS
IIN/MUM 5" EMBEDMENT
COORDINATE FABRICATION OF
CONTINUOUS PLATE WITH BARRIER AND
RAILING GEOMETRY. SEE NOTE 8.
JT 7'-1 3/4 "
//4
TOTAL)
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2- W �1
PLATE MAY BE SPLICED BETWEEN RAILING W
ANCHOR BOLTS AND AT LEAST 2'-0" FROM
POSTS. WELDING IS NOT REQUIRED, ENDS
SHALL BE ABUTTED WITH NO GAPS
SURVEYED:
DRAWN BY: SJW
DESIGN BY: SJW
CHECK BY: LBM
PROJ MGR: LBM
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CITY OF RENTON
Public Works Deportment
APPROVED FOR CONSTRUCTION
BY: DATE:
HIGHLANDS TO LANDING
PEDESTRIAN CONNECTION PROJECT CM-1070(007)
THROW FENCE DETAILS
DRAWING NO.
PROJECT NO. 31796
FED AID NO. CM-107. 007)
DATE: AUG 2014
SHEET NO. _ OF_
1
FIELD WORK DIRECTIVE BA -THROW FENCE
SJW
OW14
NUMBER
REVISION DESCRIPTION
1 BY
APP.
DATE