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L VARIES 7'-0" MAX. 1'-0"
Ln T
PLAN: WINGWALL PEDESTRIAN FENCE
Scale: 1" 1 -
FIELD VERIFY A 2" MIN. CLEARANCE BETWEEN THE RAILING AND THE
MOMENT SLAB BARRIER IS PROVIDED PRIOR TO RAILING FABRICATION
EE DETAIL 1
7'-0" MAX SPA.
VARIES PER WINGWALL
Scale: 1 0�,
NOTES
1. PIPE RAILING, AND PIPE RAILING SPLICES, SHALL BE BENT TO THE HORIZONTAL CURVE WHERE
THE RADIUS OF CURVATURE IS LESS THAN 200 FEET. PIPE RAILING, AND PIPE RAILING SPLICES,
MAY BE HEATED TO NOT MORE THAN 4007 FOR A PERIOD NOT TO EXCEED 30 MINUTES TO
FACILITATE FORMING OR BENDING HORIZONTAL CURVATURE.
2. SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED FOR APPROVAL SHOWING COMPLETE
DIMENSIONS AND DETAILS OF FABRICATION AND INCLUDING AN ERECTION DIAGRAM. MATERIAL
BEING USED SHALL BE SPECIFIED IN THE SHOP DRAWINGS FOR ALL COMPONENTS.
3. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH.
FLAME CUTTING WILL NOT BE PERMITTED.
4. WELDING OF SHALL CONFORM TO ANSI/AWS D1.1.
5. PIPE RAILING, PIPE BALUSTERS, PIPE RAILING SPLICES, SHALL BE ADEQUATELY WRAPPED TO
INSURE SURFACE PROTECTION DURING HANDLING AND TRANSPORTATION TO THE JOB SITE.
SHEARER DESIGN L.L.C. "
3ridge benign, Censtructlon �nairee- rip, Infrastructure ll'�esthetics
3613 Phinney Ave N. # B (206) 781-7830
Seattle WA 98103 MRSHEARERDESIGN.NET
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2J/2" 0 STD. PIPE,
(TYP.)
DRIVE PIN 3
Scale: 1'3" = 1'—
1i„ AT T/I"1 PlAI1 (.1'lI I/�f
r 38„0
DRIVE PINS
J
MATERIAL
Q
PART
SPECIFICATION
ASTM A53 GRADE B SHEDULE 40 (STD.
PIPES
PIPE) GALVANIZE IN ACCORDANCE WITH
AASHTO M 111.
J
W
W
BAR
ASTM A36
DRIVE PINS
ASTM A276 TYPE 302 STAINLESS STEEL
POST
"0 DRAIN HOLES TYP.
POSTS
BREAK EDGE J/16" x 45'
(TYP.)
TYP. TOP &
BOT. RAIL
_DETAIL 2
Scale: 3" 1'-0"
RAILING & BALUSTER
'0 STD. PIPE RAILING
STD. RAILING SPLICE
RUSION. DRILL %" 0 HOLE F
6 DRIVE PIN AT LOCATION
)WN.
T (,! r "0
%" MIN. DRIVE PINS
%6" MAX.
SECTION q
Scale:
OPTION #1
* LOCATE ON OPPOSITE SIDE OF TRAFFIC. DRIVE PINS
SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE OF
THE RAILING.
SURVEYED: SCALE:
VERTICAL:
DESIGNED: AS NOTED HORIZONTAL: NAD11983/1991
BJL
DRAWN:
BJL ONE INCH DATUM
CHECKED: AT FULL SCALE
DRS IE NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDING_Y
Approved By:
Approved By:
Approved By
POST
EXPANDED
POLYSTYRENE IN
BOTTOM OF POST
Date:
Date:
"0 DRAIN HOLE LOCATE
ALONG TOP OF WINGWALL
41
1
A
DETAIL I
Scale: 3" = 1 '-0"
RAILING & BALUSTER
SECTION
Scale: 1
OPTION #2
STD. PIPE RAILING
16 GA. GALV.
STEEL SLEEVE,
FILL WITH EPDXY
RESIN
STD. PIPE. DRILL %" 0 HOLE
2 %" 0 DRIVE PIN AT LOCATION
)WN.
AR 316"x1"x1%" (2 REQ'D.
ER PIPE RAILING SPLICE)
Y8" MIN.
%6" MAX,
ALUSTER
T=390303
LOCATE ON OPPOSITE SIDE OF TRAFFIC. DRIVE PINS
SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE OF
THE RAILING.
CITY OF SOUTPORT OFFICE 8/5/2016
RENTON WASHINGTON FIELDBOOK:
t tRENTON PAGE:
DRAWING N3:
Planning/Building/Public Works Dept. PEDESTRIAN FENCE silo
SHF`T: OF:
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