HomeMy WebLinkAboutCOR_STD_PLAN_H0254'- 6 1�
L1 Y6 i
TO 9'-0" MAX. I TO 9'-0" MAX.
6'-0" MAX.
�2"0 STD STEEL
6'-0" MAX. I 2" 0 STD. STEEL PIPE POSTS
SEE DETAIL BELOW A
C.W.
12"MIN WIDTH AS SPECIFIED
1 11 2-1/27
�{ 12" i -
COMPACTED SUBGRADE
SECTION A -A
GROUT
NOTES:
1. RAILING SHALL BE HOT DIP GALVANIZED
AFTER FABRICATION.
2. ALL POSTS SHALL BE PLUMB AND RAILS
PARALLEL TO GRADE.
1-1/2"0 STD. STEEL PIPE
WELDED JOINTS
4C. CL3000
COMPACTED SUBGRADE
-COLD JOINT WHEN NOT
CONSTRUCTED INTEGRAL WITH C.W.
8..
a
4"
C114:2
DETAIL A
3. PIPE MATERIAL SHALL CONFORM TO ASTM A53
4. REINFORCING STEEL ASTM A615, GRADE 60.
#4 REINFORCING
U BAR AT EACH
POST -SEE DETAIL B
4" DIA,
16 GA. GALV.
STEEL SLEEVE
TEGUL MINERALEAD
OR EPDXY GROUT
+ E
JE
3"R
DETAIL B
NOT TO SCALE
STEEL PIPE RAILING
FOR BIKE PATH
,�Y p ADOPTED
CITY OF RENTON
♦ !7!� i
STANDARD PLANS
N'C O� IST DATE:04/04
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