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12/10/2024 1 SS
DATE IDSN
12/12/2016
3'
3'
FIGURE D.2.2.2.A CONCRETE WASHOUT AREA (ABOVE GRADE)
PLYWOOD 4' X 2'
PAINTED WHITE
+� BLACK LETTERS
CONCRETE 6" HEIGHT
WASHOUT i
LAG SCREWS (2" )
WOOD POST
32"x3"'x89
CONCRETE WASHOUT SIGN DETAIL
NTS
2"
-- 16 GAUGE
8" � --
STEEL WIRE
STAPLE DETAIL
NTS
STAPLES (2 PER BALE)
WOOD OR
METAL STAKES
(2 PER BALE)
STRAW BALES (2
BALES HIGH, MAX.)
ORIGINAL GROUND
SAND OR GRAVEL -FILLED
BAGS IN CORNERS
STRAW
BALES
(TYP.)
STAKE
(TYP.)
10 mil PLASTIC
LINING
10 mil PLASTIC
LINING
STAKE
(TYP.)
TWO -STACKED
2x12 ROUGH
WOOD FRAME
10 mil PLASTIC
LINING
SECTION A -A
NTS
10' MIN. RECOMMENDED
VARIES U L
0
0 0 0 0 0 0 0 0
PLAN
NTS
TYPE "ABOVE GRADE" WITH STRAW BALES
WOOD FRAME SECURELY
FASTENED AROUND
ENTIRE PERIMETER WITH
TWO STAKES 10 mil
PLASTIC
LINING
SECTION B-B
NTS
10' MIN. RECOMMENDED
VARIES
n1 w M
1110
TYPE "ABOVE GRADE" WITH
WOOD PLANKS
NATIVE MATERIAL
(OPTIONAL)
SAND OR GRAVEL -FILLED
BAGS IN CORNERS
WEDGE LOOSE
STRAW
BETWEEN BALES
NOTES:
1. ACTUAL LAYOUT DETERMINED IN
THE FIELD
2. THE CONCRETE WASHOUT SIGN
SHALL BE INSTALLED WITHIN 30'
OF THE FACILITY
ABOVE GRADE TEMPORARY CONCRETE WASHOUT FACILITY
NTS
D-76
DESIGNED BY:
S. SRIDHARAN
DRAWN BY:
H. ONG
CHECKED BY:
R. PARISH
RP SS ISSUED FOR BID APPROVED BY:
Adapted from CalTrans Fig4-14 SAC 8-14-02
2017 City of Renton Surface Water Design Manual
SUBMITTED BY:
TE I3E1�E;'
ASS (TYP.)
Lft"04' I ltfbMtE DEVICE
1. `PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOVYNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN VVILL BE CONVEYED TO A SEDIMENT POND OR TRAP.,
2.; INLET PROTECTION SHALL BE l M jT TECT THE DRAINAGES
y �k
,ICE'THB "B�LCW INLI✓T GRA PIWTEI T1'!U`TI.�.ERVICE:
15 'FIAi,L I�zv BudI Hrc�.� t, W rPASs� R-433263
1:16: "' HEIRETRIEVAL SYSTr'5M'' MUST ALL,0w 15MOVAL OF TIC' 8i0C 1 tI'�I—IOUT SPILLING THE LOLL' C D IA&—RIAL.; =ELiOPMENT ENGINEERING
E 1 11 /25/2025 C_�
' RFC?I� MA11j4� IrI E IN A ORQANCE V1liTH ST, i ' �T6O t �
�E
UNLESS OTHERWISE NOTED, DRAWING IS NOT TQ SCALE (NT
STD. PLAN- ��6,�
PU Bt1::C WORKS APPROVED:
EP�RTMENT 111" 1�1� �GAZ
SCALE:
Q J NTS
- Q FILENAME:
SrJ?IDEU
Cn
w S1—BT120—CTD101-104
BRT General Engineering Consultont J LL SOUNDTRANSIT CONTRACT No.:
RTA/CN 0205-24
DATE: REVIEWED BY: DATE: DATE:
12/10/2024 J. ALTCHECH 1 12/10/2024 12/10/2024
- I
STRIDE BUS RAPID TRANSIT DRAWING No.:
SOUTH RENTON TRANSIT CENTER BT120-CTD102
BT105 FACILITY ID:
CIVIL BT120
SHEET No.: REV:
STANDARD TESC DETAILS 063 0
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