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I o I INV (E) = 17.61
N: 181677.60 SDMH-1161-2 _-----
SD 928 1299205.88
SDMH-1160-20 SDMH-60 c6-I SOLID LID RIM = 21.00
I RIM = 21.10 TOP 21.1s TOP 21.0 INV (E) = 18.00
I INV
INV (S) = 18.34 FL 12.6 INV SE18.77
WL 17.7 4LF 8" DI INV (S) = 18.16
INV (N) = 18.31 BOT 14.9 N: 181710.77
I N: 181678.38 ;I : 1299212.34
E: 1299215.10 7
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,I I INV N 16.97 0 7 A7 VALVE VAULT SYSTEM
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w I I RIM = 22.10 ° I ° g RIM = 21.92
wI INV (W) = 14.63 0 , S° INV (SE)= 16.55 l 0 I (NW) 16.49 p 3 �o° INV (W) 16.55 w
z I I NV (S) = 14.63�g ° N: 181700.70
J I N: 181690.12 I = E: 1299351.54
I I I E: 1299357.19 Lj
Q 2 I LF 8" DP 4 1 6 LF 15" DURASLOT
I DRAIN I
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RIM = 22.17 ' 15LF 12" HDPE
I n I INV (N) = 14.52 RIM = 21.81
- _--_-- N: 181679.40INV (S) = 18.81
E. 1299361.1 1
L _ - - 12LF 18" HDPE ° z 7 NV (W) = 18.81
I I -- - -- _ - CB-1155-20 N: 181723.22 = _
EX. 12 STS ° o ° , RIM = 21.89 1299365.72
�_ 6 PVC @ 0.50% -
1-==_�= Ws�--� -- Q 2 INV (N) = 18.8 T �____ E_--- E-
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TOP 21.61
_ INV Nee-.6 - _ - _ LO - - N: 181708.57 x x
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GENERAL NOTES: CONSTRUCTION NOTES:
/ 4� 1. ALL PIPE CONNECTIONS TO STORM DRAINAGE INLETS, 1 48"0 TYPE 2 CATCH BASIN W/ SOLID LID / L
/ i MANHOLES, CATCH BASINS OR VAULTS SHALL HAVE EITHER C507
LINK SEAL OR KOR-N-SEAL BOOT, UNLESS OTHERWISE 2 15" DURASLOT TRENCH DRAIN ! '
NOTED. KOR-N-SEAL BOOTS SHALL BE GROUTED. C
[Z:� TYPE 1 CATCH BASIN W/ SOLID LID C4
00 2. EXISTING LANDSCAPING DISTURBED DURING CONSTRUCTION
SHALL BE REPLACED AS DIRECTED BY BOEING N--,---:- REMOVE EXISTING VALVE VAULT AND VALVES
/j CONSTRUCTION MANAGER.
// � � ♦ 3. MAINTAIN THE EXISTING FLOW OF STORM DRAINAGE WATER � CONNECT TO EXISTING STRUCTURE
/♦ THROUGH THE CONSTRUCTION SITE AT ALL TIMES, 1� CONNECT TO EXISTING PIPE
���(, INCLUDING THE EXISTING PUMPED DRAINAGE LINE AND
♦ ♦ � GRAVITY FLOWS. THE CONTRACTOR SHALL PROVIDE � 18" DURASLOT TRENCH DRAIN C! 511`
V" TEMPORARY ROUTING PLAN FOR REVIEW BY THE BOEING
CONSTRUCTION MANAGER PRIOR TO START OF � PROVIDE TIDEFLEX CHECKMATE INLINE
♦ Q�� CONSTRUCTION. DOWNSTREAM CLAMP CHECK VALVE
Q 60" 0 TYPE 2 CATCH BASIN W/ SOLID LID ( V
STALL
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jchavez 05/05/2021
SYM
REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
�0�,��
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H
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�FGrs
sSI'l
ORIG
737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT
RT
TWN
04.13.16
-
APRON A Cl PROJECT - SITE DCN-06
RT
TWN
09.27.16
-
CITY OF RENTON PERMIT REVIEW COMMENTS
RT
TWN
05.23.16
-
RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES
RT
TWN
10.28.16
-
APRON A Cl PROJECT - SITE DCN-01
RT
TWN
06.13.16
-
APRON A SITE STORMWATER IMPROVEMENTS-30%
RT
TWN
01.17.18
-
APRON A Cl PROJECT - SITE DCN-02
RT
TWN
07.19.16
-
APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC
RT
TWN
07.14.20
-
APRON A Cl PROJECT - SITE DCN-03
RT
TWN
08.05.16
-
APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS
RT
TWN
09.29.20
STS
D
AIRPORT STORM BYPASS STRUCTURE. C508
c�
SADDLE MANHOLE WITH CAST -IN -PLACE BASE
N
C
E m
[2--.�:>ABANDON EXISTING PIPE IN PLACE. BOTH ENDS OF THE
E A-10
I
PIPE SHALL BE PLUGGED AND PIPE SHALL BE GROUTED
SOLID AT LEAST TWICE THE DIAMETER OF THE PIPE.
SITS o
I
[B_-.-�> REMOVE EXISTING STRUCTURE.
oz
19 REMOVE EXISTING PIPE.
z ww
�a C
2 MAINTAIN EXISTING STORM DRAINAGE FLOW. PROVIDE
I D
TEMPORARY BYPASS AS NEEDED.
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KEY NOTE
06 SS rn
w
2�'
O1 FOR STORM DRAIN PROFILE SEE C29s c3o4-c3o5
z w
200' SS
1 j
2 FOR STORM DRAIN PROFILE SEE
O
SG
C296 C305
I
O3 FOR STORM DRAIN PROFILE SEE
o
c29s C3o5
0 w o
N
I I
O4 FOR STORM DRAIN PROFILE SEE
S SG
m m
m I
I I
C296 C305
5 FOR STORM DRAIN PROFILE SEE
0
z
0
C296 C306
S I
LEGEND:
- - PROPERTY LEASE LINE
rn
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- - AIRPORT PROPERTY LINE
-FW FV
N
100' SSB 100' SHORELINE SETBACK
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In a]
200' SSB 200' SHORELINE SETBACK
N
® TYPE 1 CATCH BASIN
CJI12)
OF
mg-
/ ■
1'
IT i
ER =
PER1ME�
E• -
ADD 3.556 FEET TO ALL ELEVATIONS.
ONE TRUNK
D
v r
Jz
0
cn
20 10 0 10 20 40 APRON A PLAN
SCALE 1" - 20' z
04
L_ L-n I v
SCALE: N.T.S. Z
PERMIT SUB
DESIGN By DOWL
SCALE: 1:20 - R-413720
DRAWN DATE SUBTITLE
ACCEPTABILITY R. TEMPLADO 09.29.20 STORM DRAINAGE PLAN
THIS DESIGN AND/OR CHECKED
SPECIFICATION IS APPROVED T. NEU 09.29.20
MITTAL
DATE 09.29.20
40'6DOWL
REVISION SYMBOL
W5184605
ENGINEER TITLE APRON A -SITE STORMWATER IMPROVEMENTS STALLS A3-A7 C296
APPROVED BY DEPT. DATE T. NEU 09.29.20
CHECKED
ADPPROVREDA 09.29.20 SITE 05-YD
-
�jl" APPROVED DWG N0.
CIVIL MASTER RENTON, WA 05-APRON-A-C296
09.29.20
;E N0.
C17
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