HomeMy WebLinkAboutD-22401ERCD 6J,15 TO RCD 65* 95
RCD 67 *60 TO RCD 69 *50
AR3 69 *50 TO AR3 7 /t00
DITCH
LAP 6"
VAL GROUND AGA /NST WALL 2 M /N.
I I
WELL
HOUSE
I I
�t OR /G /NAL GROUND
SPEC /AL SO /L MIX
TYPE 2
GRAVEL BORROW
GRAY.
FOR I
RCD 6595 TO RCD 67,60
* THE LINER SHALL BE PLACED AS CLOSE TO
THE BUILDINGS & SIDEWALK AS POSSIBLE.
TYPE 2
'w 71,00 TO AR3 7276
4
LINER ANCHOR DETAIL
DOT FORM 2ZT -011
Revised 9/82
ROLL 1 149 282
(-) ,>uc(E SR' C)CIIJF
�
LAP 6 "
� L/ -°
SPEC /AL SO /L MIX
GRAVEL BORROW
/ /'
AGA INST WALL
stoaE
rODgA
�'�2'� MIN.
-- __ GRAVEL BACKF /LL
6� TYPE z
PVC LINER (JO MIL)
ORIGINAL GROUND
/n
�_ a
—
FOR DRAIN
RAVEL BORROW
GRAVEL BACKFILL I 2
MIN.
—
SPECIAL SOIL
_�_
1.5' MIN.
PERFORATED CONC.
oo o 0
oQo
FOR DRAIN
MIX TYPE 2
PVC LINER
UNDERDRA /N PIPE /2" 00 0 °0 Bpi
11 PVC LINER
SPEC /AL SO /L MIX
TYPE 2
GRAVEL BORROW
Q0 MIL)
/= �,,�
(90 MIL)
GRAVEL BACKFILL
FOR DRAW
VARIES 1'TO 2,5'
�
**LS 263,75 TO LS 265 *50
LS 26655 TO LS 27/20
DRAIN DETAIL
jE LS 265.50 TO LS 266 *55
3F WHERE LIMITED BY R/W PERF. CONC. UNDERDRA /N P /PE
SHALL NOT BE PLACED UNDER FILL
SLOPE
FOR "AS CONSTRUCTED
PLANS" ONL Y
sw
•ss -a�4o
ecoiox STATE
FED. AID PROD. NO.
""T
No.
�xOen
HIGHWAY DIVISION
®Washington State
SR 405
L-3
DRAWN M.
IABORN
1D WASH
T
SOUTH RENTON TO SUNSET BLVD. HOV
DESIGNED D.
SMITH
WI/: Department of Transportation
CHECKED &
WEBBER
°I�+0 e"
I- IR -405-3(783)
SHUT
lO°5
PROJ. ENGR. J.
JOHNSON
DIST.ADM.. R.
ANDERSON
CONT"ACTNO.
SPILL LINER SECTIONS/ DETAIL
�u
DATE.__
REVISION
11Y
APP'D
d Q
APPROVED
wars
DOT FORM 2ZT -011
Revised 9/82
ROLL 1 149 282
(-) ,>uc(E SR' C)CIIJF