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116 LF 15" DURASLOT DRAIN @ 0.65%
DURASLOT REDUCER
17 LF
10" DI @
0.50%
35 LF
10" DI @ 0.50%
2 LF 8" DI @ 0.65 o
W/ DURASLOT SLOT CAP
4 LF 8" DI
@ 0.62%
6 LF 0" @ 5
IE=25.49
4 LF 8" DI @ 0.66%
4 LF 8" DI @ 0.62 0
178 LF
15"
DURASLOT
DRAIN
@ 0.62%
DURASLOT REDUCER
EXISTING GROUND
I
W/ DURASLOT SLOT
CAP
@ CENTERLINE
_
IE=23.99
DURASLOT REDUCER
DURASLOT REDUCER
W/ DURASLOT SLOT CAP
W/ DURASLOT SLOT CAP
IE=26.29
IE=25.54
CB-1147-20,
TYPE
1
CB-1151-20, TYPE 1
RIM
=
27.00
RIM = 25.83
292 LF
15" DURASLOT
DRAIN @ 0.66%
4 LF 8" DI @ 0.65 o
INV
8"
(S)
= 25.51
DURASLOT
REDUCER
INV 10" (W) = 24.06
INV
8"
(N)
= 25.51
W/
DURASLOT
SLOT CAP
INV 8" (N) = 24.02
IE=24.38
CO-735-20, CLEANOUT
CB-1150-20, TYPE 1, SOLID LID
RIM = 28.22
RIM = 25.82
INV 8" (N) = 26.30
INV 10" (S) = 24.09
INV 10" (E) = 2 4.0 9
CB-1149-20,
TYPE
1, SOLID LID
RIM = 26.51
INV 10" (W) =
24.27
INV 10" (N) =
24.27
CB-1148-20,
TYPE 1
RIM
= 26.26
INV
8" (S) = 24.36
INV
10" (E) = 24.36
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PROFILE VIEW 9 -STALLS A3-A7
LF 8" DI @ 0.66
4 LF 8" DI @ 0.55
j 292 LF 15" DURASLOT DRAIN @ 0.55%
CD
m
Q
DURASLOT REDUCER DURASLOT REDUCER m
--I W/ DURASLOT SLOT CAP W/ DURASLOT SLOT CAP L I X. >" AII,
OI IE=22.07 IE=22.02 EX. 24 ELEC DUCT BANK
� \-EX. 24" EEEC DUCT BANK
EX. 24" EEEC DUCT BANK
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CB-1152-20, TYPE 1
RIM = 23.49
INV 8" (S) = 22.04
INV 8" (N) = 22.04
DURASLOT REDUCER
W/ DURASLOT SLOT CAP
IE=20.41
CB-1153-20, TYPE 1
RIM = 21.88
INV 8" (S) = 20.39
INV 8" (N) = 20.39
222 LF 15" DURASLOT DRAIN @ 0.507.
4 LF 8" DI @ 0.50%
��
DURASLOT REDUCER
W/ DURASLOT SLOT CAP
IE=20.37
EXISTING GROUND
@ CENTERLINE
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-00 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+75 19+00 19+25 19+50 19+75 20+00 20+25 20+50 20+75 21 +00 21 +25 21 +50 214
DATUM NOTE:
PLANS PREPARED USING NGVD 29 AS THE
VERTICAL DATUM. TO CONVERT TO NAVD 88
ADD 3.556 FEET TO ALL ELEVATIONS.
SYM
REVISION
ORIG
737 MAX
FLIGHTLINE UTILITIES
-APRON A Cl PROJECT
-
CITY OF
RENTON PERMIT
REVIEW COMMENTS
-
APRON A
Cl PROJECT -
SITE
DCN-01
-
APRON A
Cl PROJECT -
SITE
DCN-02
-
APRON A
Cl PROJECT -
SITE
DCN-03
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING JP,�
jchavez 05/05/2021 %jl
SDCO-735-20 THROUGH CB-1157-20
SCALE-- H=1 "=20'; V=1 "=5'
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
RT
TWN
04.13.16
-
APRON A Cl PROJECT - SITE DCN-06
RT
TWN
09.27.16
RT
TWN
05.23.16
-
RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES
RT
TWN
10.28.16
RT
TWN
06.13.16
-
APRON A SITE STORMWATER IMPROVEMENTS-30%
RT
TWN
01.17.18
RT
TWN
07.19,16
-
APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC
RT
TWN
07.14.20
RT
TWN
08.05.16
-
APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS
RT
TWN
09.29.20
C3041 C302-C303
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PERMIT SUBMITTAL
DESIGN BY DOWL DATE 09.29.20
R-413723
""A
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LCHECKED
s
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G7 OF WASHY
�4
F
,9 s tia
,� FGISYEF' ��,
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
DRAWN
R. TEMPLADO
DATE
09.29.20
SUBTITLE
STORM DRAINAGE PROFILES
CURRENT
CHECKED
T. NEU
09.29.20
SHEET
ENGINEER
T. NEU
09.29.20
TITLE APRON A -SITE STORMWATER IMPROVEMENTS ( STALLS A3-A7)
SITE 05- I�/ D
CIVIL MASTER RENTON, WA
APPROVED BY
DEPT.
DATE
D.
09.29.20
APPROVED ROVED
APPROVED
DWG N0.
BOWL
REVISION SYMBOL DATE
W5184605 - 09.29.20
SEQUENCE NO.
C304 C20
05-APRON-A-C304
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