HomeMy WebLinkAbout1651-173/4" CHAMPHER TYPICAL
ALL EXPOSED EDGES
-QLR.
*T 4 12" x
04 @ 18"
#4 SAS REQUIRED)
It 6 (TOTAL 3)
6" RADIUS
,END CENTER WALLS (6" RADIUS)
TYPE "C" JOINTS IN EXTERIOR WALLS
PER FCD STD. PLAT 165
:ND EXTERIOR WALLS TYP CHANNEL
INVERT REI NF
4 (TOTAL 2 )
2
0`
1
.
A.T. & S.F RCB CONSTRUCTION NOTES
I. NO STRUCTURE BACKFILL SHALL BE PLACED AGAINST CONCRETE UNTILL DESIGN
STRENGTH OF 4500 psi IS DEVELOPED.
2. DESIGN, MATERIAL AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
LATEST A.R.E.A. MANUAL FOR RAILWAY ENGINEERING EXCEPT AS OTHERWISE NOTED.
3. IF FULL LENGTH BARS ARE NOT USED AS SHOWN, LOCATIONS OF SPLICES AND. BAR
LAP LENGTHS MUST BE APPROVED BY THE A.T. & S.F RAILROAD CO.
4. INSTALL 4" DIA. WEEPHOLES, 10' O.C., PER CALTRANS STD. PLAN BO -3, BRIDGE DETAIL 3:1;
SACK SHALL BE MADE OF A FILTER FABRIC.
5. STRUCTURE BACKFILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95%.
�B.S�Z.S lL ENGTf/= /Z
2
joe/ , \,k, I I I I I I II
I II i1 fI �I it II I
II jl II jl �I II II I ..
II I I I If I �1 II i
II 1 II If II I
II II If 11 II II II tl � .
li li �; it � li li. it l
II I� li 11_ I
DECK SECTION
RCB UNIT STRESSES
Fy = 60,000 PS
Fc 41500 PSI (28 DAYS)
TRIPLE 18 X 14' RCB CULVERT
•
JOB NO 8!
6'
? 8" x 6'
(P)
I" (TYP)
8" La Id
6'
)
6'
c . 1
COUNTY
(STRICT
SAN SEVAINE CHANNEL
RCB CULVERT AT A.T. 8c S.F
SECTIONS & DETAILS.
TE FB. REF FILE NO. -'DRWG. NO.
/87 1661 17 OF 19