HomeMy WebLinkAboutR-41372435
PROFILE VIEW 7 -BYPASS
35
O
W
30
25
20
15
10
5
EX. 2" AIR
46 LF 15" DURASLOT DRAIN @
0.50%
DURASLOT REDUCER
DURASLOT REDUCER
EX. 24 ELEC
DUCT BANK
W/ DURASLOT SLOT
CAP
EX. 12" STS
ro
c� I
W/ DURASLOT SLOT CAP
IE=18.99
IE=19.22
EX. 8" EW
Lij=
EX. 2" AIR
15 LF 12" HDPE @
0.54%
10 LF
12" DI
@ 0.20%
DURASLOT REDUCER
W/ DURASLOT SLOT CAP
24 LF 24" DI @ 0.20%
Lij
� I
IE=19.26
EX. 2" AIR
EX. 8"
FWD
I-
EX. 2" AI R
Ln
+
I4D'
0
77 LF 12"
HDPE
@ 0.69%
cV
¢I
4 LF 8»DI
„@
0.50%
ul
SDMH-1162_ 20,
48
TYPE 2, S
4 LF 8" D I
RIM
= 21.35
w
@ 0.50%
4 LF 8"
DI
INV 12" (E)
= 18.28
@ 0.50%
INV 24'; (W)
= 17.85
�
EX. 12
IN
= 5
_
CB-1154-20, TYPE 1
C13-1155-20,
TYPE 1
SDMH-1163-20,
96"0
TYPE 2, FLOW SPLITER
RIM = 21.46
INV
RIM
8" (E)
= 21.89
= 18.97
RIM =
21.53
INV 8" (S) = 19.24
INV
6 (S)
= 19.39
INV 24"
(N) =
17.80
INV 8" (W) = 19.24
INV
8" (W)
= 19.61
INV 18"
(E) =
17.00
EX. 24" KI =C; DUCT BANK
INV
12" (N)
= 18.89
INV 12';
INV 1
(W) =
(S) =
16.83
17.
EX. 24" E-EC DUCT BANK
C13-1156-20,
TYPE
1
C -115
-20
PE
1 SOLID LID
30
25
20
15
10
15
INV 12"(S)=18.81
INV 12
RIM = 21.81
(W) = 18.81
=
RIM 21.61
INV 12" (N) = 17.84
INV 12" (E) = 17.84
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r,
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n
N
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N
N
N
N
N
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N
N
N
N
N
N
N
N
N
N
N
Ll-
W
I LL
W
I LL
W
I LL
W
I LL
W
I LL
Ld1
L,
Ld
I L,
Ld
I L,
Ld
I L, Ld
LL
-75
22+00
22+25
22+50
22+75 23+00
23+25
23+50
23+75
24+00 24+25
/-,v
SDCO-735-20
THROUGH
CB-1157-20
DURASLOT REDUCER
W/ DURASLOT SLOT CAP
IE=19.68
4LF8"DI@0.50%
EXST CB2, TYPE 1
RIM 22.27
INV 8" (N) 19.70
SCALE= H=1 "=20'; V=1 "=5'
C305IC296
PROFILE VIEW 8 -STALLS-2
30
25
20
15
10
5
0
U
W
EXISTING GROUND
@ CENTERLINE
25 LF 12" HDPE @ 0.20%
EXISTING FUEL SPITE
CONTAINMENT VAULT
URE-795
FUEL SPILL CONTAINMENT VAULT
SEE SHEET C513
INV 12" (E) = 16.80
INV 12" (W) = 14.30
12 LF 18" HDPE @ 0.54%
5 LF 18" DI @ 0.74%
56 LF 18" HDPE @ 0.74%
SDMH-1163A-20,
48' 0 TYPE 2, SOLID LID
5LF12"HDPE @0.30%J
5 LF 12" DI @ 0.30%
SDMH-1163-20, 96"0 TYPE 2, FLOW SPLITER
RIM = 21.92
INV 18" (W) = 16.55
INV 18" (SE) = 16.55
SDMH-1164-20, 48"0 TYPE 2, SOLID LID
1 LF 18" HDPE @ 1.01 %
INN
RIM = 22.10
INV 12" (W) = 14.63
INV 18" (NW) = 16.49
INV 18" (S) = 14.63
SDMH-1165-20, 48"0 SADDLE MANHOLE
0
LL_
39+41B+50 39+75 40+00 40+25 40+50 40+75 41 +00 41 +25 41 +50 41 +75 42+00
URE-795 THROUGH SDMH-1 165-20
3 SCALE= H=1 "=20'; V=1 "=5' C305 C296
30
25
20
15
10
5
0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jchavez 05/05/2021
EXISTING GROUND
@ CENTERLINE 6 LF 8" DI @ 0.50%
DURASLOT REDUCER
W/ DURASLOT SLOT CAP
IE=18.36
264 LF 18" DURASLOT DRAIN @ 0.50% - - - - - -
4 LF 8" DI @ 0.50%
DURASLOT REDUCER
W/ DURASLOT SLOT CAP
I E=18.29
22 LF 18" DURASLOT DRAIN @ 0.50%
DURASLOT REDUCER
W/ DURASLOT SLOT CAP
IE_18.18
4 LF 8" DI @ 0� �
EX. 12" STS
SDMH-1160-20, 60"0 TYPE 2, SOLID LID
SEE SHEET C508 EX. 8" EW
RIM = 21.10 EX. 2" A'R-
INV 8" (S) = 18.34
INV 8" (N) = 18.31
INV 12" (W) = 17.57
INV 12" (E) = 17.57
4 LF 8" DI @ 0.50%
77 LF 24" DI @ 0.20%
SDMH-1161-20, 48" 0 TYPE 2, SOLID LID
RIM = 21.00
INV 8" (S) = 18.16
INV 24" (E) = 18.00
SDMH-1162-20, 48"0 TYPE 2, SOLID LID
RIM
= 21.35
INV
12"
(E)
= 18.28
INV
24"
(W)
= 17.85
INV
24"
(S)
= 17.85
00
Co
N
V-)
N
N
N
N
o
Ld
C-D
LL_
o
Ld
C-D
LL_
RIM
= 21.53
INV
24"
(N)
= 17.80
INV
18"
(E)
= 17.00
INV
12"
(W)
= 16.83
INV
12"
(S)
= 17.86
rn
co
rn
rn0
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coN
N
rnr0
r7
N
N N
N
N
N
U
CD U
CD
U
CD
RIM = 22.17
INV 18" (N) = 14.52
EX 12" (E/W) = 14.3f
Lo
rn r
rn N
N
N N N N N N N N
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Ld I L� W LL_ W LL_ W I LL_
PROFILE VIEW 10 -TREATMENT
2 LF 12" HDPE @ 0.20%
OWS-0072 RTU-27-20
CPS OIL/WATER SEPARATOR MWS-L-8-24-V-UG
SEE SHEET C510 SEE SHEET C509
30 INV 12" (N) = 17.82 INV 12" (W) = 17.72 30
INV 12" (E) = 17.72 INV 12" (E) = 14.66
9 LF 12" HDPE @ 0.20% 13 LF 12" HDPE @ 0.20%
30 25 10 LF 12 DI @ 0.20% 25
EXISTING GROUND
24 LF 24" DI @ 0.20% @ CENTERLINE
25 20 20
00
20
15
15
10
10 5
5 0
C13-1157-20, TYPE 1, SOLID LID
0
0
SDMH-1164-20,
RIM = 21.61 48" 0 TYPE 2, SOLID LID
INV 12" (N) = 17.84 RIM = 22.10
INV 12" (E) = 17.84 INV 12" (W) = 14.63
SDMH-1163-20, 96"0 TYPE 2, FLOW SPLITER INV 18" (NW) = 16.49
INV 18 (S) = 14 63
RIM =
21.53
INV 24"
(N) =
17.80
INV 18"
(E) =
17.00
INV 12"
(W) =
16.83
INV 12"
(S) =
17.86
SDMH-1162-20, 48"0
TYPE
2, SOLID LID
RIM
= 21.35
INV
12" (E) = 18.28
INV
24" (W) = 17.85
INV
24" (S) = 17.85
0
-5
c0
o
m
00
N
00
N
(D
r7
N
rq
N
u-)
L
N
Ln
N
0
1'�
N
Il
N
00
N
CO
N
0
N
N
O
N
N
C-D
o
C-D
CD
C-D
CD
C-D
CD
CD
CD
CD
cD
C.D
CD
CD
CD
CD
LL_
w
LL_
w
LL_
Ld
LL_
w
LL_
w
LL_
w
LL_
w
LL_
w
Li
30+00 30+25 30+50 30+75 31 +00 31 +25 31 +50
31 +75 32+00 32+25
32+50
32+75 33+00 33+25 33+50 33+75 34+00 34+25
-0+25 0+00
0+25 0+50
0+75
1 +00
1 +25 1 +50
EXST CB-2
THROUGH SDMH-1162-20
SD
-1162-20
THROUGH
SDMH-1164-20
DATUM NOTE: 2 SCALE= H=1 "=20'; V=1 "=5' C305 C296, C302 PERMIT SUBMITTAL 4 SCALE= H=1 "=20'; V=1 "=5'
PLANS PREPARED USING NGVD 29 AS THE
VERTICAL DATUM. TO CONVERT TO NAVD 88 DESIGN BY DOWL DATE 09.29.20 R-413724
ADD 3.556 FEET TO ALL ELEVATIONS.
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT
ACCEPTABILITY R. TEMPLADO 09.29.20
sy THIS DESIGN AND/OR CHECKED STORM DRAINAGE PROFILES
CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 T. NEU 09.29.20 SHEET
c of wASHr � SPECIFICATION IS APPROVED
APRON A Cl PROJECT -SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% c. ENGINEER TITLE APRON A -SITE STORMWATER IMPROVEMENTS STALLS A3-A7
RT TWN 01.17.18 ® � � APPROVED BY DEPT. DATE T. NEU 09.29.20 ( )
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 CHECKED �/ qgMGIST
�° D. ROVED 09.29.20L SITE 05- i D
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 -� ec�s�E� �``� APPROVED
�'�\
APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 04.20.21 +�AL APPROVED CIVIL MASTER RENTON, WA DWG N0.
C3051C296
15
10
5
U
-5
BOWL
REVISION SYMBOL DATE
W5184605 - 09.29.20
SEQUENCE NO.
C305 C21
05-APRON-A-C305
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