HomeMy WebLinkAboutS-20292BSURFACE IMPROVEMENTS
(WHERE SHOWN)
BACKFILL (WITH
NATIVE MATERIAL)
STREAM CHANNEL
(WIDTH VARIES)
lib" SPAWNING GRAVEL 'T t
172° THICKNESS)
)
S N
1 - i
'lie
VARIES
6"CPEP DRAIN PIPE O
n OR APPROVED EQUAL
�)oDJ
O D OO O
CLEAN SAND BEDDING
AND BACKFILL WRAP FILTER FABRIC
(NATIVE-WHERE - (MIRAFI 140 N OR
" "r'='' =r:" 3
APPLICABLE) APPROVED EQUAL)
)8"
6"- 18'ROUND ROCK
(/8" THICKNESS)
A 6" PERF. PIPE B LOW FLOW
VAR C -3 I CHANNEL
VB° STL x 3 "(WIDTH) 3' BAR SPACING
CIRCULAR STRAP QYPI
(LENGTH AS REO'D)
•4 REBAR (TYP)
VZ" DIA SS BOLT (4 EAJ V8
(DRILL PIPE TO MATCH HOLES)
PLAN
NOTES:
1. ID OF STL STRAP (BAND) SHALL BE
LARGER THAN THE OD OF THE CULVERT. ccl-l" S0 2. TRIM REBAR TO FIT AND WELD THE REBAR TO THE STRAP ALL AROUND (Vg" FILLET). 3. HOT DIP GALVANIZE AFTER FABRICATION.
F-2:1 INLET GRATING
IVARI CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
HONEY CREEK INTERIM REPAIRS PHASE 2
REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS W `�, P_ 2 2_ 2 0 L n g
�►Y YY CIVIL DETAILS 4
SUBMITTED WARNING
O Vp I DESIGNED: DATE: 6/94 FILE NAME:
PROJECT ENGINEER R.C.E. NO. DATE PLAN REVIEW -DATE
IF THIS BAR DOES SCALE: NONE FIELD 1300K: PAGE:
NOT MEASURE r WASTEWATER UTILITY DATE I RECORD DRAWING -AS BUILT DGP JEB DEC. 22 1994 CHECKED:
THEN DRAWING IS
MONTGOMERY WATSON R. C. NG. DATE NOT TO SCALE. NO. I REVISION BY APPR. DATE - SHEET: C -I5 OF: