HomeMy WebLinkAboutS-202917EXIST. GROUND LINE
SURFACE IMPROVEMENTS TOPSOIL (4" THICKNESS)
(WHERE SHOWN)
4" - 6" QUARRY SPACES
BACKFILL (WITH U'MIN.THICKNESS BEHIND ROCKERY)
NATIVE MATERIAL) SIMILAR TO CITY OF RENTON
STREAM CHANNEL ROCKERY DETAIL SHT. 4.4
(WIDTH VARIES)
SPAWNING GRAVEL
-lJf� �(12" THICKNESS)
6" CPEP DRAIN
:i
12" MIN. o )
VARIES - - " - " - " =- 1 �' ROAD SURFACE
2./ .1 ��\ 4
f O Z O
6"CPEP OR
,� AIN PIPE
^.` %�' -� OR APPROVED EQUAL OOQ -- - - - - -- - - - --
0 OQ
CLEAN SAND BEDDING - ^: ' ' MIN.
AND BACKFILL WRAP FILTER FABRIC ��/� GEO FABRIC
<'
(NATIVE -WHERE - � (MIRAFI 140 N OR
APPLICABLE) _ _ 3 �jj APPROVED EQUAL
L 3
RAILROAD BALLAST
y>,V
(2"- 4 "QUARRY SPALLS) SECTION
18"
NOTE. NTS EXCAVATION LIMIT
6" -18 "ROUND ROCK ). THE ROCKERY HEIGHTS ARE NOTED ON THE PLAN SHEETS
fib" THICKNESS)
2. BASE ROCKS SHOULD BE DROP SEATED INTO RAILROAD BALLAST.
q 6" PERF. PIPE B LOW FLOW
VAR C -9 I CHANNEL J. ROCK SIZES ARE SIMILAR TO CITY OF RENTON ROCKERY DETAIL SHEET 4.4.
F-Fj ROADSIDE
VAR ROCKERY
STL x 3 "(WIDTH) r BAR SPACING
CIRCULAR STRAP (1YP)
(LENGTH AS REO'DlEA)
;4 REBAR (TYP)
%2" DIA SS BOLT Y8
(DRILL PIPE TO MATCH HOLES)
PLAN
NOTES.
). ID OF STL STRAP (BAND) SHALL BE -"
LARGER THAN THE OD OF THE CULVERT.
2. TRIM REBAR TO FIT AND WELD THE REBAR
TO THE STRAP ALL AROUND ( %g" FILLET).
3. HOT DIP GALVANIZE AFTER FABRICATION. S4029
D INLET GRATING
IVARI CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
A HONEY CREEK INTERIM REPAIRS
RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS CIVIL DETAILS - 4
WARNING
SUBMITTED SEE ORIGINAL CONTRACT DRAWINGS W W P- 2 2 - 2 0 2 9
a %z I FOR SEAL AND SIGNATURES DESIGNED, DaTE: 5/93 FILE NAME:
PLAN REVIEW DATE
PROJECT ENGINEER R.C.E.NO. DATE I DRAWN:
IF THIS BAR DOES g -24 -93
NOT CHECKED: SCALE: NONE E D BDDK: PAGEi
HE MEASURE I' WASTEWATER DTILITY DA -E RD RECORD DRAWING DPA JEB 9-25 -93
THEN DRAWING IS
MONTOGMERY WATSON R. C.ENO. _ - NOT TO SCALE. NO. REVISION I BY APPR. I DATE SHEET:C -2O OF: