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SEE NOTE2- -
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JCONTINUED ON
TYPICAL CLEANOUT CONFIGURA "N
NOTES.
1:, iDIAMETERITO•BE��6-INCHES MINIMUM PRIVATE; 8-INCHES' MINIMLIM•PUBLIC. UNDERDRAIN RIPE -PER STD!rPLiLN 262:1>-Ol
2s CLEANOUT RISER -SHAD SSE SAME MATERIAL AS CONNECTEd UNbERDRAW1 .,FFOOTING DRAIN COLLLECTOR:IOR ROOFIORAIN•COLL-ECTOR RIPE:
3" F RNLI COCIER.�E1 L BE EJ PRpDUCTS`3fi75ZIFI XND3675APfORAPPROVEQ96WL (COVER TO BE LOCKING VITA ALL -EN READ T; MARKEQ "STORM'•I]R
('DRAIN
4.FOR ULbCC JOUTS FULLY OR PARTIALLY WItHIF UNPAVED AREAS OUTSIDE Of BIORETENTIQN PONDINGFUi POUR B' THICK: 2'x2',SQUARE CONCRETE Ct-d'L AR
ARO HA AVEAMINIMUM 0-M-PRESSIVE STRENGTH OF,3,000PSI,
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EVERY 90 DEGREE`bR SECOND 46 OEGRE"ENO,`ATTHE ENWOF EVERY (COLLECTOR (PIPE?;SAND ATIEACH END OFAN UNDERDRAIN PIPEINOTCONNECTEDTO�
:b4ERFLOW SfifiUCTUREL_OLEANOUTS' LSHALLiL BE' INSTALLEDTO ALLOW, TOR MAINTENANCE -ACCESS ITtI ALIT"PIPES(„
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C, �EL�ANOUT�SI=R SHAL��EI�Q(JATE6;�UISIPESLA13fOREIEN110NP9NDlN6SNMERE POSSBLE.:
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L�INLt.55 OTHERYPISE NOTE�DRAWINC� i5 NOinTO,SLAIF' NTS]
♦ PUBLIC WORKS ed by:
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STORM SYSTEM CLEANOUT DETAIL 3
NTS M6, C302-C303
SYM
REVISION
BY
APPROVED
DATE
SYM
REVISION
ORIG
737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT
RT
TWN
04.13.16
-
APRON A CI PROJECT - SITE DCN-06
-
CITY OF RENTON PERMIT REVIEW COMMENTS
RT
TWN
05.23.16
-
RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES
-
APRON A CI PROJECT - SITE DCN-01
RT
TWN
06.13.16
-
APRON A SITE STORMWATER IMPROVEMENTS-30%
-
APRON A CI PROJECT - SITE DCN-02
RT
TWN
07.19.16
-
APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC
-
APRON A CI PROJECT - SITE DCN-03
RT
TWN
08.05.16
1 -
APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS
BY
APPROVED
DATE
RT
TWN
09.27.16
RT
TWN
10.28.16
RT
TWN
01.17.18
RT
TWN
07.14.20
RT
TWN
109.29.20
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SEE NOTES.
a
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BOX, RICH-SEATTLE
TYPE OR OLYMPIC
FOUNDRY
NOTES:
1. STORM LINE VALVE LIDS SHALL BE MARKED "STORM"
AND SEWER VALVE LIDS MARKED "SEWER".
GATE VALVE AND BOX DETAIL__ 5
NTS C508 C296,C302-C303,C450
ACCEPTABILITY R. TEMPLADO
a� I �h THIS DESIGN AND/OR CHECKED
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6LF 8" DI
(SOLID PIPE THROUGH)
7LF 12" HDPE
(AIRPORT STORM BYPASS OUTLET)
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CONNECT TO DURASLOT DRAIN
(TO WQ TREATMENT)
PLAN
NTS
SDMH-1
160-20,
AIRPORT
STORM BYPASS
STRUCTURE
(60 0
- TYPE
2)
SCALE: 1 ��_,
R-413734
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING `
In
jchavez 05/05/2021
4TE SUBTITLE
09.29.20 STORM DRAINAGE DETAILS
09.29.20 _
09.29.20 TUE_
APRON A -SITE STORMWATER IMPROVTMEN-6 (STAIN -A
09.29.20 SITE 0 5-Y D
CIVIL MASTER
u
PERMIT SUB
DESIGN By DOWL
C508 I C296,C305,C450
MITTAL
DATE 09.29.20
41fLD
CURRENT REVISION SYMBOL DATE
W5184605 — 09.29.20
SHEET SEQUENCE NO.
C508 C31
RENTON, WA i DWG NO. 05-APRON-A-0508