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CONSTRUCTION NOTES:
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LZ_J I� 15" DURASLOT TRENCH DRAIN wwwwo-mmN3s,
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won= 5 STORM DRAIN CLEAN OUT
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I 4" IA2 I o PEI GENERAL NOTES:
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PC}A1 I I I 1 1. ALL PIPE CONNECTIONS TO STORM DRAINAGE INLETS,
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I 1 MANHOLES, CATCH BASINS OR VAULTS SHALL HAVE EITHER
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I 4" PE- 1 / II 4..I z STALL
LINK SEAL OR KOR-N-SEAL BOOT, UNLESS OTHERWISE
PC -Al M
I II STALL BLDG I A-3 NOTED. KOR-N-SEAL BOOTS SHALL BE GROUTED.
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l A-2 I I 1 2. EXISTING LANDSCAPING DISTURBED DURING CONSTRUCTION
SHALL BE REPLACED AS DIRECTED BY BOEING
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l CONSTRUCTION MANAGER.
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/ I I lZE
ISTALL /❑
I I° ° 3. MAINTAIN THE EXISTING FLOW OF STORM DRAINAGE WATER ° THROUGH THE CONSTRUCTION SITE AT ALL TIMES,Irm
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I INCLUDING THE EXISTING PUMPED DRAINAGE LINE AND
� 1 / ° ° a GRAVITY FLOWS. THE CONTRACTOR SHALL PROVIDE
TEMPORARY ROUTING PLAN FOR REVIEW BY THE BOEING
❑ CONSTRUCTION MANAGER PRIOR TO START OF
JillI II °° / I l A I I I CONSTRUCTION.
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LEGEND.
PROPERTY LEASE LINE
AIRPORT PROPERTY LINE
100' SHORELINE SETBACK
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100 SSB
�f ° c II ❑ l z I I ���000-- 200' SHORELINE SETBACK
l pp O / --_- PO'N0='I CP 217 x 200 SSB
O N CD--.-C7 'C7Z / /1-------- W�(n 1 J I
° o o J I II / / O0 I ----- _ - _ ----- ---T l �=�N Z MAG SET TYPE 1 CATCH BASIN
° N N m -____ _�____--- - CB-1148-20 I _ I o TYPE 2 CATCH BASIN
l II i-----------1----------o RIM = 26.26 �, CB-1 -20 - - - �_-_ - I `�
I ---- 4"A UNDER -GROUND INV (S) = 2 4.3 6 N RIM = 25.82 - A CW DURASLOT TRENCH DRAIN
�r
--I ------------------------- --- / / s INV (E) = 24.36 ---- - -- - INV S = 24.09 -- _ _ _ - w
N l --- ____-__ -__-_ __ - () _ _ = W -� cWN w STORM DRAINAGE VAULT STRUCTURE
I I --- ----- ------ --- I--� N N: 180849.32-1 ------ «� INV (E) = 24.09 c � _
I I 4 A - _____ --- E: 1299470.96 ER- 2 D 7 "�__ -� -- _ "�_ - N: 180886.00 � srs STORM DRAINAGE PIPE
SERVIC - E: 1299485.16 w REPLACED ASPHALT
I ____ _-------- �5 ---- -
------- -AIR 7 1 --- ---- p a a 1 7 6LF 10" DI CP 212 X cn REPLACED CONCRETE PANEL
0 ---- - --- --------- z PKW SET - - - - - - - - - - - GRADE BREAK
2 --- " 2
---------- ---- -
--- �---- �N PLACE _ --- +
5 ABANDONED IN-------- ------
I B-1149-201 JJ Jill,
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RIM = 2 6.51------------------------------ z
L 116LF 15" DURASLOT DRAIN � _ 7 _ --E-=- --�- p � z KEY NOTE
-{ I NDER-GROUND LOWDOWN VALVL INV (W) = 24.27 Zp
°� Mo SERVICES �_ -� _ INV N = 24.27 0 CB-1151-20 \ ° ° ° o
�� c� 10 FOR STORM DRAIN PROFILE SEE C303 C304
N C 1147-2 () 35LF 10 DI RIM = 25.83
- _ - - h � �° � ��� RIM = 27.00 � N: 180850.68 D - � �
❑ SDCO 735 20 I N V W = 24.06 \ °
� � � E: 1299488.15 O e � ° o
RIM = 28.22 I I I INV (N) = 25.51
INV (N) = 24.02 1 D 1 `� APRON A PLAN
�\\ 7 \ INV (N) = 26.31 I INV (S) = 25.51
\_ N: 180542.84
®` N: 180663.97 N: 180886.51
E: 1299491.21 x 1 w SCALE: 1 " = 20'
0 I o E: 1299495.11 E: 1299485.57 S z
❑ 0 0 178LF 15 DURASLOT DRAIN Zpo FW J
o � O mm
o � _ - �F; X = 20 10 0 10 20 40
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o - � _ � � '` 1 1 Q SCALE: 1:20
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o o I o\ X DATUM NOTE.
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0.19 1 PLANS PREPARED USING NGVD 29 AS THE
° I O I SS0 1 I VERTICAL DATUM. TO CONVERT TO NAVD 88
0 0 I ADD 3.556 FEET TO ALL ELEVATIONS.
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SYM REVISION
ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT
- CITY OF RENTON PERMIT REVIEW COMMENTS
- APRON A CI PROJECT - SITE DCN-01
- APRON A CI PROJECT - SITE DCN-02
- APRON A CI PROJECT - SITE DCN-03
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BY APPROVED DATE SYM REVISION
RT TWN 04.13.16 - APRON A CI PROJECT - SITE DCN-06
RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES
RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30%
RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC
RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS
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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 09.29.20
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jchavez 05/05/2021
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KEY PLAN z
SCALE: N.T.S.
PERMIT SUBMITTAL
DESIGN BY DOWL DATE 09.29.20
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
DRAWN
R. TEMPLADO
DATE
09.29.20
SUBTITLE
STORM DRAINAGE PLAN
CHECKED
T. NEU
09.29.20
ENGINEER
T. NEU
09.29.20
TITLE APRON A -SITE STORMWATER IMPROVEMENTS STALLS A3-A7 )
SITE 0 5- i�/ D
APPROVED BY
DEPT.
DATE
CHECKED
D.
09.29.20
APPROVEDROVED
APPROVED CIVIL MASTER RENTON, Wq DWG NO.
40'6DOWL
REVISION SYMBOL DATE
W5184605
SEQUE
C303
05-APRON-A-C303
09.29.20
;E N0.
C19