HomeMy WebLinkAboutR-381232Mill.
PLAN
7 FT.
(PIPE DIA. PLUS 6 FEET)
12 INCH PIPE
EDGE OF
PAVEMENT
SECTION / LIMIT
OF ROCK LINING.
1.5 FT
MIN.
0.8 FT I /,
6" THICK MIN.
QUARRY SPALLS
PER WSDOT STD.
SPEC. 9-13.1(5)
CONSTRUCTION
GEOTEXTILE
FOR SEPARATION
° °O v ROCK FOR
EROSION AND ROCK EROSION PROTECTION FOR DITCHES- NOT USED y 0
O 0 o O O SCOUR PROTECTION, N.T.S.
2 FEET THICK °
(SEE NOTE 2).
END VIEW CONSTRUCTION
GEOTEXTILE
NOTES' FOR SEPARATION
1. DETAIL BASED ON FIGURE 4.2.2.A, 2017 C.O.R.
SURFACE WATER DESIGN MANUAL.
2. ROCK FOR EROSION AND SCOUR PROTECTION
SHALL BE CLASS B PER WSDOT STD. SPEC. 9-13.4(2).
PIPE DISCHARGE PROTECTION -NOT USED
N.T.S.
ATKINSON
APR 0 9 2018 i�SfA
RELEASED FOR CONSTRUCTION
PLAN
t
a0�0000000��0 6-1/4..
5/81,
1 18" x 22"
SECTION A -A
NOTES:
1. MATERIAL: DUCTILE IRON ASTM
A536, CL 80-55-06.
2. SEE STD. PLAN B-30.10-01 FOR
FRAME.
3. PROVIDE TWO 5/8" DIAMETER
STAINLESS STEEL
ALLEN BOLTS COUNTER SUNK
FLUSH WITH COVER.
LOCKING BEEHIVE
GRATE
N.T.S.
AS —BUILT
FILE NAME c:\pwworking\nai\_Xjzigweidkd0321992XC8811_DE_DD145.dgn
\ \ t('a $/�rG��
c �. '��T a
� � �
—
'0 39774 w
CISTER� G��
rJ� u, e� 4/6/18
DATE
P.E. STAMP BOX
DATE
P.E. STAMP Box
Washington State
Department of Transportation
I-405 / SR 167 INTERCHANGE
DIRECT CONNECTOR
PLAN REF NO
DD145
TIME 9:51:33 AM
RENO.
STATE
FED.AID PROJ.NO.
01
DATE 18
10
WAS
JZig
PLOTTED BY JZigweid
REV 2 - RFI0256
4/6/18
DESIGNED BY J. TURCOTT
REV 1 - RF10190
1/3118
JOB NUMBER
SHEET
243
OF
887
SHEETS
ENTERED BY A. MAILLOUX
REV 0 -RFC
3/10/17
CHECKED BY J. ZIGWEID
REV B -FINAL REVIEW
2/8117
CONTRACT NO.
C8811
LOCATION NO.
PROJ. ENGR. C. CHEN
REV A - PRELIMINARY REVIEW
12/20/16
DRAINAGE DETAIL - S. 14TH STREET
REGIONAL ADM. L. ENG
REVISION
DATE
BY