HomeMy WebLinkAboutR-381225N
�yT�
W
CM
I
r)
Lu
I—
WIDT
RFVFI FKin SECTION
Tl1C !1C
1. ". -
ION
CONSTRUCTION
GEOTEXTILE FOR
BEVEL END SECTION SEPARATION
\ TO MATCH SLOPE
LENGTH
1' (SEE NOTE 1)
NOTE• TOP OF BANK
1. LINE OPPOSITE BANK OR TOP OF
TO ACHIEVE LENGTH OUTFALL
OR END OUTFALL PROTECTION.
PROTECTION AT TOP
OF BANK.
ROCK OUTFALL PROTECTION
N.T.S.
STRUCTURE
NOTE
ROCK TYPE
WIDTH
'A' (FT)
WIDTH
'B' (FT)
LENGTH
(FT)
DR08-3
QUARRY SPALLS
3
8
8
DR08-7
QUARRY SPALLS
3
8
8
DR10-2
QUARRY SPALLS
3
8
8
DR10-6
QUARRY SPALLS
4.5
9
8
DR10-15
QUARRY SPALLS
4.5
9
8
DR12-1
QUARRY SPALLS
3
8
8
DR12-3
QUARRY SPALLS
4.5
9
8
DR12-27
QUARRY SPALLS
3
8
8
DR13-43B
QUARRY SPALLS
1.5
8
8
DR10A-4
QUARRY SPALLS
4.5
9
8
DR12-44B
QUARRY SPALLS
1.5
8
8
DR10-37
QUARRY SPALLS
1.5
8
8
F-*'*FACING FACING
TRAFFIC TRAFFIC
l
I
UNIQUE ID #
WSDOT
COMPOST
AMENDED
BIOFILTRATION
SWALE
UNIQUE ID #
15'
6" DEEP CSBC, PER WSDOT
GEOTEXTILE
STD. SPEC. 9-03.9(3), COMPACTED
TO MIN.95% DENSITY
POND MAINTENANCE ACCESS ROAD DETAIL
N.T.S.
FACING
TRAFFIC
WSDOT
TrAf
MEDIA
FILTER
DRAIN
UNIQUE ID #
POND STICKER CABS STICKER MFD STICKER
NOTE:
1. SEE STD. PLAN M-24.65-00 AND S D. PLAN M-24.66-00 FOR ADITIONAL
MARKING REQUIREMENTS �� � ��
WSDOT STORMWAT
N.T.S.
FILE NAME c:\pwworking\nal\_xjzlgweld\d0321992\C8811_DE_DD01.dgn
TIME 10:41:19 AM
REDO N-STATE--FED.AID
PRO
DATE 5/15/2020
REV. 3 - RF10393
5/15120
10
WASH
PLOTTED BY Jeffz
REV. 2 - RF10391
3/06/20
DESIGNED BY J. TURCOTT
REV. 1 -RELEASE OF NFC
6/16117
JOB NUMBER
ENTERED BY E. JACKSON
REV. B -FINAL REVIEW
4/14/17
CHECKED BY J. ZIGWEID
REV. 0 - RFC
4/11117
CONTRACT NO.
C8811
LOCATION NO.
PROD. ENGR. C. CHEN
REV. A - PRELIMINARY REVIEW
1/27/17
REGIONAL ADM. L. ENG
REVISION
DATE
BY
STORM
LUMINAIRE
FOUNDATION
GRAVEL BACKFILL
SPECIAL PIPE BACKFILL DETAIL
N.T.S.
A
Washington State
Department of Transportation
PLAN REF NO
1-405 / SR 167 INTERCHANGE DD01
DIRECT CONNECTOR
SHEET
197
OF
887
DRAINAGE DETAILS SHEETS