HomeMy WebLinkAboutCOR_STD_PLAN_H02412"-I \8"(TYP) I A\ �-- COMPACTED SUBGRADE
COLD JOINT WHEN NOT
CONSTRUCTED INTEGRAL WITH CONCRETE WALK
SEE DETAIL A
#4 REINFORCING U
BAR AT EACH
12" MIN CONCRETE WALK GROUT POST -SEE DETAIL
WIDTH AS SPECIFIED H I-1 B
1 III=711—i nl_ 8" 4" DIA.
"� a _,_ --_— _
=III I 16 GA. GALV.
„ 4„ 4„
::
8STEEL SLEEVE
�� TEGUL MINERALEAD
COMPACTED SUBGRADE 8" MIN. -1 OR EPDXY GROUT
SECTION A -A
DETAIL A
NOTES:
1. RAILING SHALL BE HOT DIP GALVANIZED
AFTER FABRICATION.
2. ALL POSTS SHALL. BE PLUMB AND RAILS
PARALLEL TO GRADE.
3. PIPE MATERIAL SHALL CONFORM TO ASTM A53
4. REINFORCING STEEL ASTM A615, GRADE 60.
3"R J+
DETAIL B
NOT TO SCALE
STEEL PIPE HANDRAIL
FOR SIDEWALK
,TY p
OVER 6'-0"
OVER 6'-0"
2"0 EXTRA STRONG
TO 7'-9" MAX.
6'-0" MAX.
TO 7'-9" MAX.
6'-0" MAX.
STEEL PIPE POSTS
2"0 STD. STEEL PIPI
2"o STD. STEEL PIPE -WELDED JOINTS j A
,1-9„
�� 1-1/2"0 STD. STEEL PIPE
3'-6'
1 1 Tg 1 11 , C.W. CONC. CL3000
12"-I \8"(TYP) I A\ �-- COMPACTED SUBGRADE
COLD JOINT WHEN NOT
CONSTRUCTED INTEGRAL WITH CONCRETE WALK
SEE DETAIL A
#4 REINFORCING U
BAR AT EACH
12" MIN CONCRETE WALK GROUT POST -SEE DETAIL
WIDTH AS SPECIFIED H I-1 B
1 III=711—i nl_ 8" 4" DIA.
"� a _,_ --_— _
=III I 16 GA. GALV.
„ 4„ 4„
::
8STEEL SLEEVE
�� TEGUL MINERALEAD
COMPACTED SUBGRADE 8" MIN. -1 OR EPDXY GROUT
SECTION A -A
DETAIL A
NOTES:
1. RAILING SHALL BE HOT DIP GALVANIZED
AFTER FABRICATION.
2. ALL POSTS SHALL. BE PLUMB AND RAILS
PARALLEL TO GRADE.
3. PIPE MATERIAL SHALL CONFORM TO ASTM A53
4. REINFORCING STEEL ASTM A615, GRADE 60.
3"R J+
DETAIL B
NOT TO SCALE
STEEL PIPE HANDRAIL
FOR SIDEWALK
,TY p
ADOPTED
"n
CITY OF RENTON
STANDARD PLANS
IST DATE:04/04
nwr NAMP
Hma ¢a PArF. H094