HomeMy WebLinkAboutR-405609RED FLASHING HAZARD
WARNING LIGHT
(REQUIRED)
TOP RAIL MIN. 2" O.D.
GALV. STEEL (TYP)
CHAIN LINK
FABRIC HT.
FENCE POST
INSERTS (TYP) —
EXISTING GROUND
CHAIN LINK FABRIC,
FULL HEIGHT (TYP)
BOTTOM RAIL MIN. 2" O.D.
GALV. STEEL (TYP)
ANCHOR FENCE TO PAVEMENT
FOD FENCE DETAIL
NTS
#6 GAGE COATED STEEL
FABRIC BANDS, 14" MAX.
SPACING
10' MAX. (TYP)
GEOTEXTILE FABRIC, 4' MIN. HEIGHT
SECURED TO CHAINLINK FENCE (TYP)
LINE POST MIN. 2-3/8"
O.D. GALV. STEEL (TYP)
X
Q
CV
7' MIN.
4' MIN. FENCE HT.
FABRIC HT.
C223RIC224R
5" MAX.
_ DRAINAGE GRATE TRIM
GRATEFRAME
a d
D SEDIMENT AND DEBRIS
a OVERFLOW BYPASS
0
D v BELOW INLET GRATE DEVICE
FILTERED
WATER
.o .o
SECTION VIEW
DRAINAGE GRATE
RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.)
0
BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP.)
ISOMETRIC VIEW
NOTES
1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service.
2. The BIGD shall have a bulltan high -flow relief system (overflow bypass).
3. The retrieval system must allow removal of the BIGD without spilling the collected material.
4. Perform maintenance In accordance with Standard Specification 8-01.3(15).
+ e� PUBLIC WORKS CATCH BASIN FILTER STD. PLAN — 218.30
DEPARTMENT
P�+N tp MARCH 2O08
CATCH BASIN FILTER
NTS
1.50' NOTES:-
1 . ASPHALT BERMS SHALL BE CONTINUOUS FOR THE AREA SHOWN.
2. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL
0.50' EVENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY
AS REQUIRED.
3. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A
DEPTH OF 4" AND DISPOSED OF IN A MANNER WHICH WILL NOT
IING ASPHAET/CONCRETE CAUSE ADDITIONAL SILTATION.
FULL IASPHAET/CONCRETE �PAVEMENT 4. AFTER THE DEVELOPMENT SITE IS COMPLETELY STABILIZED, THE
CONTACT PROPOSED COMPACTED BERMS AND ANY REMAINING SILT SHALL BE REMOVED. SILT SHALL
HMA BERM BE DISPOSED OF AS CONTAMINATED EXCAVATION MATERIAL.
ASPHALT SEDIMENT DAM
NTS
C223RIC224R
C223RIC224R
IN QO MPLIAN [�E VVITH OTY OF RENTON STANDARDS
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PMENT ENGINEERING
ir 04/26/2019 '
IFIC SUBMITTAL
FEBRUARY 8,2019
SYM
REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
s w
f "�,�
ACCEPTABILITY
UKAWN
J. CLOUD
UAIL
02.08.19
SUBTITLE
TESC DETAILS
CECKED
—
APRON C CI PROJECT — SITE DCN-04
RT
TWN
03.09.16
—
APRON C CI PROJECT — SITE DCN-09
RT
TWN
05.11.16
�� of 'it �,
THIS DESIGN AND/OR
TH BURTON
G
� °
SPECIFICATION IS APPROVED
02.08.19
ENGINEER
—
APRON C CI PROJECT —SITE DCN-05
RT
TWN
03.28.16
—
APRON C CI PROJECT —SITE DCN-10
RT
TWN
06.06.16
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�ISTER�
�SSIONAL E�G� �I V
T. NEU
02.08.19
TITLE
BOEING APRON C PARCEL 820 PROJECT
SITE 05- I�/ D
CIVIL MASTER
APPROVED BY
DEPT.
DATE
—
APRON C CI PROJECT — SITE DCN-06
RT
TWN
04.05.16
—
APRON C CI PROJECT — SITE DCN-11
RT
TWN
07.05.16
CHECKED
D.
02.08.19
—
APRON C CI PROJECT — SITE DCN-07
RT
TWN
04.12.16
—
RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES
RT
TWN
10.17.16
ROVED
APPROVED
—
APRON C CI PROJECT — SITE DCN-08
RT
TWN
04.22.16
APRON C PARCEL 820
RT
TWN
02.08.19
APPROVED
R-405609
BOWL
CURRENT REVISION SYMBOL DATE
W3441886
SHEET
C224R C6.
JOB NO. COMP NO.
W3441886
RENTON, WA °wc No. 05—APRON —C—C224R