HomeMy WebLinkAboutAPPROVED_SRTC_CCP_DC7_20260601SIGN
RA
I
N
I
E
R
A
V
E
S
N
B
ASPH
ASPH
VLT
D
R
W
HH
H
H
HH
CO
W
W
W
W
W
FO
FO
FO
FO
FO
W
W
W
W
WM
WV
3WV
W
V
L
T
HH
E
E
E
E
E
C C C
2" DR
O
P
SD
SD
SD
SD
SD
SD
SD
SD
X
X
XXX
X
X
X X X X X X X X X
ASPH
X X X X X X X
ELEC
EQUIP
PIV
SD
SD
E
E
E
E
E E
E
E
E
E
E
E
E
S
S
S
S
S
S
EEEEEEEE
G
E
E
E
E
E
E
E
E
E
HH
E
E
E
E
E
UNKN
O
W
N
U
T
I
L
I
T
Y
C
C
C
C
C
C
C
C
C
C
4'6"
DP
3'5"
DP
12
"
W
AB
A
N
-
W
AB
A
N
-
W
FH
3'10"
4'1"4'9"
7
"
4'1"
3'11"
5
'
9
"
5
"
2
'
1
"
1'
1
1
"
9"
2'4"
4
'
1
1
"
5'
1
1
"
6'8"
6'11
"
3'10
"
1'6"
4'1"4'2"
4'7"
5'9"
5'8"
4'8
"
5'
1
1
"
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
W W W W W W W W W W W W W W
W
W
W
W
SS SRTC STA 5+48.89, 0.00'
SS SRTC STA 5+09.01, 0.00'
BEGIN PIPE CASING, 50.3 LF
S
S
S
S
S
S
SS
N
0
1
°
3
3
'
0
6
"
E
1
3
9
.
9
4
'
S
S
S
R
T
C
5
+
0
0
SS SRTC 6
+
0
0
SS SRTC 6
+
7
3
PI = 4+08.95
PI = 5
+
4
8
.
8
9
PI
=
5
+
8
8
.
8
1
END ALIGNMENT
SS SRTC STA 6+73.17, 0.00'
N: 175439.74
E: 1298365.93
N TC 511+00
N TC 512+00 N TC 513+00
N TC 514+00
S TC 611+00 S TC 612+00 S TC 613+00
S TC 614+00
RAINIER 207+00
SS SRTC STA 5+88.81, 0.00'
SS SRTC STA 5+92.22, 0.00'
END PIPE CASING
N55° 02' 56"
W
84.37'
N63° 45' 40"W
39.92'
SS SRTC STA 6+40.28, 0.00'
BEGIN PIPE CASING, 48 LF
CONSTRUCTION NOTES:
INSTALL SEWER MAIN PER CITY OF RENTON STD. PLAN
413
INSTALL SADDLE MANHOLE WITH CAST-IN-PLACE BASE
AND MANHOLE FRAME AND COVER PER CITY OF RENTON
STD. PLAN 400.6 AND 401.1
INSTALL SEWER MANHOLE WITH MANHOLE FRAME AND
COVER PER CITY OF RENTON STD. PLAN 400.1 AND 401.2
INSTALL SPLIT STEEL CASING PIPE FOR EXISTING MAIN
LINES. SEE SHEET BT120-USD101 FOR DETAIL.
INSTALL CASING PIPE FOR MAIN LINES & LATERALS PER
CITY OF RENTON STD. PLAN 412
2
4
24
6
34
1.SEE SHEET BT120-USP100 FOR GENERAL NOTES.
GENERAL NOTES:
N
20 40
SCALE IN FEET
01020
(1" = 20')
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
UTILITIES
SEWER PLAN
S RENTON TRANSIT CENTER
BT120-USP201
BT120
231 1
M. ROUGH
M. ROUGH
M. STARLING
M. ROUGH
0 12/10/2024 MR MS MR ISSUED FOR BID
1 06/13/2025 MR MS MR ADDENDUM#1
RTA/CN 0205-24
1"=20'
N
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
05
/
1
5
/
2
6
|
2:
4
1
P
M
|
MR
O
U
G
H
C:
\
P
W
W
O
R
K
I
N
G
\
J
A
C
O
B
S
_
B
&
I
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M
A
Y
U
M
I
.
R
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U
G
H
@
H
D
R
I
N
C
.
C
O
M
\
D
0
4
3
6
1
2
0
\
S
1
-
B
T
1
2
0
-
U
S
P
2
0
1
-
2
0
5
.
D
W
G
S1-BT120-USP201-205 FACILITY ID:
Xrefs:
xS1-BTP120-TNP001
xBRT-CUD05-TB22x34
xS1-BT120-VSF100
xS1-BTP120-UCN001
xS1-BT120-GZK020
xS1-BT120-USP001
xS1-BT120-CPP001
xS1-BT120-RPP001
xS1-BT120-VRX001
xS1-BT120-CAP001
xS1-BT120-CDP001
xS1-BT120-UWP001
xS1-BT120-APP211
GB-SEAL-MR46378
xS1-BT120-GZK010
xS1-BT120-CZN002
xS1-BT120-CZN003
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-
U
S
P
1
0
2
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-
U
S
P
2
0
2
MATCHLINE
SEE DWG BT20-USP203
103
202
203
204
205
SW 7TH ST
RAI
N
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
SW GRAD
Y
WAY
105
101 104
102 201
FF=28.17
106
KEY MAP
107
MATCHLINE:
NOT USED THIS SERIES
SOUTH DRIVEWAY
NORTH DRIVEWAY
2SEE PROFILE 'A' ON
BT120-USV102 FOR SEWER
MAIN PROFILE
34
140LF 8" PVC
SEWER
6 MH-09
4 MH-10
24
B
MRMRMS10/24/2025A
2SEE PROFILE 'B' ON
BT120-USV102 FOR SEWER
MAIN PROFILE
40LF 8" PVC SEWER
CoR Permit Revision - CNWD #001
B
B CNWD05/18/2026 MRMRMF
05/18/2026
#014
WASTEWATER UTILITY
Mbenoit 05/28/2026
DEVELOPMENT ENGINEERING
msippo 06/01/2026
C2
4
0
0
2
1
2
3
PR
2
1
-
0
0
0
0
9
5
LU
A
2
4
-
0
0
0
2
3
3
WW
P
-
2
7
-
4
3
3
2
S-433205
ASPH
WW
FO
FO
FO
WM
WM
WV
WV
EE
E E E E E E E E E E
2" DROP
W W W W W
S
D
S
D
S
D
S
D
SD
ASPH
X
X
X
X X X X X X X X X X X X X X X X X X
PM
X
X
X
X
X
X
X
X
X
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE OE OE OE OE OE
SD SD
S
D
E
5'
9
"
5'8
"4'8
"
5'1
1
"
3'
1
1
"
4'1
"
S
S
SS
S
S
SS
SS
^
^
^
^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
SD
W
W W W W W W W W W W W W W W W W
W
W
W
SS SRTC STA 4+08.95, 0.00' R
SS SRTC STA 4+59.39, 0.00' R
END PIPE CASING
SS
SS
SS
SS
SS
SS
N0
1
°
3
3
'
0
6
"
E
13
9
.
9
4
'
SS
S
R
T
C
4
+
0
0
SS
S
R
T
C
5
+
0
0
PI =
4
+
0
8
.
9
5
PI = 5+48.89
N TC 514+00
N TC 515+00 N TC 516+00 N TC 517+00
S TC 615+00 S TC 616+00 S TC 617+00 S TC 618+00
N6
3
°
4
5
'
4
0
"
W
39.
9
2
'
CONSTRUCTION NOTES:
2
6
INSTALL SEWER MAIN PER CITY OF RENTON STD. PLAN
413
INSTALL SEWER MANHOLE WITH MANHOLE FRAME AND
COVER PER CITY OF RENTON STD. PLAN 400.1 AND 401.2
INSTALL CASING PIPE FOR MAIN LINES & LATERALS PER
CITY OF RENTON STD. PLAN 412
34
1.SEE SHEET BT120-USP100 FOR GENERAL NOTES.
GENERAL NOTES:
N
20 40
SCALE IN FEET
01020
(1" = 20')
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
UTILITIES
SEWER PLAN
S RENTON TRANSIT CENTER
BT120-USP202
BT120
232 1
M. ROUGH
M. ROUGH
M. STARLING
M. ROUGH
0 12/10/2024 MR MS MR ISSUED FOR BID
1 06/13/2025 MR MS MR ADDENDUM#1
RTA/CN 0205-24
1"=20'
N
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
05
/
1
5
/
2
6
|
2:
4
1
P
M
|
MR
O
U
G
H
C:
\
P
W
W
O
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K
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\
J
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&
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@
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C
.
C
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\
D
0
4
3
6
1
2
0
\
S
1
-
B
T
1
2
0
-
U
S
P
2
0
1
-
2
0
5
.
D
W
G
S1-BT120-USP201-205 FACILITY ID:
Xrefs:
xS1-BTP120-TNP001
xBRT-CUD05-TB22x34
xS1-BT120-VSF100
xS1-BTP120-UCN001
xS1-BT120-GZK020
xS1-BT120-USP001
xS1-BT120-CPP001
xS1-BT120-RPP001
xS1-BT120-VRX001
xS1-BT120-CAP001
xS1-BT120-CDP001
xS1-BT120-UWP001
xS1-BT120-APP211
GB-SEAL-MR46378
xS1-BT120-GZK010
xS1-BT120-CZN002
xS1-BT120-CZN003
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-
U
S
P
2
0
1
MATCHLINE:
SEE DWG BT120-USP204
MA
T
C
H
L
I
N
E
:
NO
T
U
S
E
D
T
H
I
S
S
E
R
I
E
S
103
201
203
204
205
SW 7TH ST
RAI
N
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
SW GRAD
Y
WAY
105
101 104
102
202 106
KEY MAP
107
SOUTH DRIVEWAY
NORTH DRIVEWAY
6
2 SEE PROFILE 'A' ON
BT120-USV102 FOR SEWER
MAIN PROFILE
34
MH-08
140LF 8" PVC SEWER
B
A MSMR MR10/24/2025 CoR Permit Revision - CNWD #001
B
B
CNWD05/18/2026 MRMRMF
05/18/2026
#014
WASTEWATER UTILITY
Mbenoit 05/28/2026
DEVELOPMENT ENGINEERING
msippo 06/01/2026
C2
4
0
0
2
1
2
3
PR
2
1
-
0
0
0
0
9
5
LU
A
2
4
-
0
0
0
2
3
3
WW
P
-
2
7
-
4
3
3
2
S-433206
X
X
CONC
ASPH
UT
VLT
SS
SD
SW
WM
ELEC
VLT
E
GV
GM
WM
WV
WM
2VLTS
C
C
C
C
C
C
C
C
C
C C
E
E
E
E
E
E
TS VLT
HH
GM
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
F
O
FO
FO
FO
FO
FO
FO
FO
FO
SD
SD
SD
SD
FO
FO
HH
HH
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PP
PP
X
X
X
X
ASPH
SW
X
X
X
X
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
BLD
EQUIP
OE
OE
OE
EO
P
EO
P
SD
G
G
G
G
G
E
E
E
E
E
E
E
E
E
SS
SS
SS
SS
SS
EEEE
EEEEE
G
G
G
G
G
G
E
E
E
W
W
W
E
E
E
SS
SS
SS
SS
SS
SS
S
S
2'11"
3
'
4
"
3'9"
2'1
0
"
2'1"
2'9"
3'
9
"
4'
5
"
2'11"
3'
1
"
5'
2
"
4'
1
1
"
4'8"
4'6"
5'3"
4'6"
4'9"
4
'
1
1
"
3
'
7
"
SS
SS
SS
SS
SS
ELEC
VLT
HH
S
D
S
D
X
CO
14
17
18
19
21
22 23 24
25
26
27
28
W
SS SRTC STA 3+23.88, 0.00'
SS SRTC STA 3+41.76, 0.00'
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
CO
CO
N0
0
°
0
5
'
5
9
"
E
16
9
.
0
6
'
SS
S
R
T
C
2
+
0
0
SS
S
R
T
C
3
+
0
0
SS
S
R
T
C
4
+
0
0
PI = 2+49.06
PI =
2
+
8
6
.
1
6
PI = 3+4
7
.
8
9
SS SRTC STA 2+49.06, 0.00'
LAKE 400+00
LAK
E
4
0
1
+
0
0
GRADY 15
9
+
0
0
LAKE STA 400+00.05
RAILAKDW 717+00
RAILAKDW 718+00 RAILAKDW 719+00 RAILA
K
D
W
7
2
0
+
0
0
RAIL
A
K
D
W
7
2
1
+
0
0
SS SRTC STA 3+33.57, 38.22' L
S TC STA 613+87.57, 99.75' RT
SS SRTC STA 2+86.16, 0.00'
SS SRTC STA 3+47.89, 0.00'
N2
5
°
5
5
'
0
9
"
E
37
.
1
0
'
N11° 42' 28"E
61.73'
N2
5
°
4
8
'
2
9
"
E
61
.
0
6
'
CONSTRUCTION NOTES:
INSTALL SEWER MAIN PER CITY OF RENTON STD. PLAN
413
INSTALL SEWER MANHOLE WITH MANHOLE FRAME AND
COVER PER CITY OF RENTON STD. PLAN 400.1 AND 401.2
INSTALL SIDE SEWER PER CITY OF RENTON STD. PLAN
406.1
2
6
25
1.SEE SHEET BT120-USP100 FOR GENERAL NOTES.
GENERAL NOTES:
N
20 40
SCALE IN FEET
01020
(1" = 20')
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
UTILITIES
SEWER PLAN
S RENTON TRANSIT CENTER
BT120-USP204
BT120
234 1
M. ROUGH
M. ROUGH
M. STARLING
M. ROUGH
0 12/10/2024 MR MS MR ISSUED FOR BID
1 06/13/2025 MR MS MR ADDENDUM#1
RTA/CN 0205-24
1"=20'
N
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
05
/
1
5
/
2
6
|
2:
4
1
P
M
|
MR
O
U
G
H
C:
\
P
W
W
O
R
K
I
N
G
\
J
A
C
O
B
S
_
B
&
I
\
M
A
Y
U
M
I
.
R
O
U
G
H
@
H
D
R
I
N
C
.
C
O
M
\
D
0
4
3
6
1
2
0
\
S
1
-
B
T
1
2
0
-
U
S
P
2
0
1
-
2
0
5
.
D
W
G
S1-BT120-USP201-205 FACILITY ID:
Xrefs:
xS1-BTP120-TNP001
xBRT-CUD05-TB22x34
xS1-BT120-VSF100
xS1-BTP120-UCN001
xS1-BT120-GZK020
xS1-BT120-USP001
xS1-BT120-CPP001
xS1-BT120-RPP001
xS1-BT120-VRX001
xS1-BT120-CAP001
xS1-BT120-CDP001
xS1-BT120-UWP001
xS1-BT120-APP211
GB-SEAL-MR46378
xS1-BT120-GZK010
xS1-BT120-CZN002
xS1-BT120-CZN003
EX. PARCEL BOUNDARY (TYP)
CL BT120-C-RAILAKDW
MATCHLINE:
SEE DWG BT120-USP202
MATCHLIN
E
:
SEE DWG
B
T
1
2
0
-
U
S
P
1
0
4
MAT
C
H
L
I
N
E
:
SEE
D
W
G
B
T
1
2
0
-
U
S
P
1
0
5
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-
U
S
P
2
0
3
MA
T
C
H
L
I
N
E
:
NO
T
U
S
E
D
T
H
I
S
S
E
R
I
E
S
MATCHLI
N
E
:
SEE DWG
B
T
1
2
0
-
U
S
P
1
0
5
149 LF 8" PVC SEWER
SEE PROFILE 'A' ON
BT120-USV102 FOR SEWER
MAIN PROFILE
103
201
202
203
205
SW 7TH ST
RAI
N
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
SW GRAD
Y
WAY
105
101 104
102
204
106
KEY MAP
107
2
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-
U
S
P
2
0
5
RAINIER AND LAKE DWY
25
B
A MSMR MR10/24/2025
6MH-07
CoR Permit Revision - CNWD #001
61 LF 8" PVC SEWER
SEE PROFILE 'A' ON
BT120-USV102 FOR SEWER
MAIN PROFILE
2
37 LF 8" PVC SEWER
SEE PROFILE 'A' ON
BT120-USV102 FOR SEWER
MAIN PROFILE
2
62 LF 8" PVC SEWER
SEE PROFILE 'A' ON
BT120-USV102 FOR SEWER
MAIN PROFILE
2
6MH-12
6 MH-13
INSTALL
ETHAFOAM
PAD BETWEEN
SD AND SS
PIPES
5' EACH SIDE
OF SD PIPE
B MFMR MR05/18/2026 CNWD
B
05/18/2026
#014
WASTEWATER UTILITY
Mbenoit 05/28/2026
DEVELOPMENT ENGINEERING
msippo 06/01/2026
C2
4
0
0
2
1
2
3
PR
2
1
-
0
0
0
0
9
5
LU
A
2
4
-
0
0
0
2
3
3
WW
P
-
2
7
-
4
3
3
2
S-433208
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
EXIST GRADE
FINISH GRADE
0+75
26
.
7
0
26
.
7
1+00
26
.
6
5
26
.
7
26
.
9
8
27
.
0
27
.
1
6
27
.
2
27
.
4
1
27
.
4
2+00
27
.
6
6
27
.
7
26
.
2
1
26
.
2
25
.
9
6
26
.
0
26
.
3
6
26
.
4
3+00
26
.
4
4
26
.
4
26
.
1
7
26
.
2
25
.
8
9
25
.
9
26
.
1
6
26
.
2
4+00
26
.
2
6
26
.
3
26
.
2
8
26
.
3
26
.
1
1
26
.
1
25
.
9
4
25
.
9
5+00
25
.
9
3
25
.
9
25
.
9
9
26
.
0
25
.
7
8
25
.
8
25
.
6
5
25
.
6
6+00
149 LF 8" PVC SS @ 1.14%
37 LF 8" PVC SS @ 0.70%
MH
-
0
8
,
4
8
"
D
I
A
.
C
O
N
C
.
M
A
N
H
O
L
E
SS
S
R
T
C
4
+
0
8
.
9
5
0
.
0
0
'
RI
M
2
7
.
9
9
IE
(
I
N
)
1
8
.
5
4
(
N
)
IE
(
O
U
T
)
1
8
.
4
4
(
S
W
)
140 LF 8" PVC SS @ 0.71%
MH
-
0
7
,
4
8
"
D
I
A
.
C
O
N
C
.
M
A
N
H
O
L
E
SS
S
R
T
C
2
+
4
9
.
0
6
0
.
0
0
'
RI
M
2
8
.
0
3
IE
(
I
N
)
1
7
.
1
0
(
N
E
)
IE
(
O
U
T
)
1
7
.
0
0
(
S
)
MH
-
0
3
,
4
8
"
D
I
A
.
C
O
N
C
.
M
A
N
H
O
L
E
SS
G
R
A
D
Y
4
+
6
3
.
2
0
0
.
0
0
'
SS
S
R
T
C
1
+
0
0
.
0
0
0
.
0
0
'
RI
M
2
7
.
9
0
IE
(
I
N
)
1
5
.
3
0
(
N
)
IE
(
I
N
)
1
4
.
4
7
(
E
)
IE
(
O
U
T
)
1
4
.
3
7
(
W
)
MH
-
0
9
,
4
8
"
D
I
A
.
C
O
N
C
.
M
A
N
H
O
L
E
SS
S
R
T
C
5
+
4
8
.
8
9
0
.
0
0
'
RI
M
2
8
.
0
9
IE
(
I
N
)
1
9
.
6
3
(
N
W
)
IE
(
O
U
T
)
1
9
.
5
3
(
S
)
50.3 LF CASING
EX 8" W TO BE
ABANDONED
EX SS TO BE
ABANDONED
PROP 12" W
EX. 30" CONC
EX E
EX E
PROP 12" SD
SS SRTC 3+41.76, IE 18.06
SIDE SEWER CONNECTION
SS SRTC 3+23.88, IE 17.93
SIDE SEWER CONNECTION
EX FO
SS SRTC 4+59.39, IE 18.90 SS SRTC 5+09.01, IE 19.25
62 LF 8" PVC SS @ 0.71%61 LF 8" PVC SS @ 0.71%
MH
-
1
3
,
4
8
"
D
I
A
.
C
O
N
C
.
M
A
N
H
O
L
E
SS
S
R
T
C
3
+
4
7
.
8
9
0
.
0
0
'
RI
M
2
8
.
2
3
IE
(
I
N
)
1
8
.
0
0
(
N
E
)
IE
(
O
U
T
)
1
7
.
9
0
(
S
)
MH
-
1
2
,
4
8
"
D
I
A
.
C
O
N
C
.
M
A
N
H
O
L
E
SS
S
R
T
C
2
+
8
6
.
1
6
0
.
0
0
'
RI
M
2
8
.
0
0
IE
(
I
N
)
1
7
.
4
6
(
N
)
IE
(
O
U
T
)
1
7
.
3
6
(
S
W
)
INSTALL ETHAFOAM PAD
BETWEEN SD AND SS PIPES
5' EACH SIDE OF SD PIPE
1.VERIFY DEPTHS AND HORIZONTAL LOCATIONS
OF ALL UTILITIES.
2.ALL EXISTING UTILITY LOCATIONS SHOWN IN
PLAN AND PROFILE ARE QUALITY LEVEL D PER
ASCE 38-02 STANDARD GUIDELINE FOR THE
COLLECTION AND DEPICTION OF EXISTING
UTILITY SUBSURFACE DATA. BASE MAP WILL
BE UPDATED WHEN SUBSURFACE UTILITY
ENGINEERING IS COMPLETED.
GENERAL NOTES:
10
15
20
25
30
35
40
10
15
20
25
30
35
40
25
.
9
3
25
.
9
5+25
25
.
9
9
26
.
0
25
.
7
8
25
.
8
25
.
6
5
25
.
6
6+00
25
.
3
9
25
.
4
25
.
3
6
25
.
4
7+00
EXIST GRADE
FINISH GRADE
MH
-
0
9
,
4
8
"
D
I
A
.
C
O
N
C
.
M
A
N
H
O
L
E
SS
S
R
T
C
5
+
4
8
.
8
9
0
.
0
0
'
RI
M
2
8
.
0
9
IE
(
I
N
)
1
9
.
6
3
(
N
W
)
IE
(
O
U
T
)
1
9
.
5
3
(
S
)
40 LF 8" PVC SS @ 0.71%
MH
-
1
0
,
4
8
"
D
I
A
.
C
O
N
C
.
M
A
N
H
O
L
E
SS
S
R
T
C
5
+
8
8
.
8
1
0
.
0
0
'
RI
M
2
7
.
5
1
IE
(
I
N
)
2
0
.
0
2
(
N
W
)
IE
(
O
U
T
)
1
9
.
9
2
(
S
E
)
STEEL PICKET
FENCE
RETAINING WALL
PL
EXIST 8" SEWER
48 LF CASING
SS SRTC 5+92.23
SS SRTC 6+40.28
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
UTILITIES
SEWER PROFILE
S RENTON TRANSIT CENTER
BT120-USV102
BT120
237 1
M. ROUGH
M. ROUGH
M. STARLING
M. ROUGH
0 12/10/2024 MR MS MR ISSUED FOR BID
1 06/13/2025 MR MS MR ADDENDUM#1
RTA/CN 0205-24
1"=20'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
05
/
2
0
/
2
6
|
4:
1
6
P
M
|
MR
O
U
G
H
C:
\
P
W
W
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K
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J
A
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&
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0
4
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1
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S
1
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1
2
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-
U
S
V
1
0
1
-
1
0
2
.
D
W
G
S1-BT120-USV101-102 FACILITY ID:
Xrefs:
xBRT-CUD05-TB22x34
xS1-BT120-USV001
GB-SEAL-MR46378
20 40
SCALE IN FEET
01020
(1" = 20')
SCALE IN FEET
02.5 55 10
(1" = 5')
(HOR.)
(VERT.)
8" SEWER, SS SRTC
SCALE: H 1:20, V 1:5
A
BT120-USP104, 201, 202, 204, & 205
8" SEWER, SS SRTC
SCALE: H 1:20, V 1:5
B
BT120-USP201
B
A 10/24/2025 MSMR MR CoR Permit Revision - CNWD #001
B 05/18/2026 MFMR MR CNWD
B
B
05/18/2026
#014
WASTEWATER UTILITY
Mbenoit 05/28/2026
DEVELOPMENT ENGINEERING
msippo 06/01/2026
C2
4
0
0
2
1
2
3
PR
2
1
-
0
0
0
0
9
5
LU
A
2
4
-
0
0
0
2
3
3
WW
P
-
2
7
-
4
3
3
2
S-433211