HomeMy WebLinkAboutAPPROVED_SRTC_CCP_DC9_260702X
X
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CONC
ASPH
ASPH ASPH
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VLT
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OE OE OE OE
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2 HH HH
2ELEC VLT
E E E E E E E E E E E E E E E
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E EEEEE
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2-PSE 2-PSE
PSE
FO
VLT3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP
8
'
5
"
D
P
8
'
1
1
"
D
P
8
'
1
0
"
D
P
9
'
D
P
4'DP
3'7"
DP
400
W W
E E E E E CCCC
C&G
WV
WV
C
C
EXTRUDED CURB
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
6' DP
4' DP
6'11"
8'
1
1
"
ED
(TYP.)
4'7
"
4'1"
4'6"
4'8"4'6"
SD SD SD SD SD SD SD SD SD
2 WV
HH
S
D
S
D
S GRADY WAY
//////////////////////
WWWWWWWWWWWWWWWWWWWWWWW
W
SS
SS SS SS SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
2
4GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00
3
3
PI
=
1
+
9
0
.
3
6
PI =
2
+
2
3
.
4
6
PI
=
4
+
6
7
.
6
6
PI
=
6
+
5
7
.
4
6
SS
S
R
T
C
0
+
8
0
BEGIN ALIGNMENT
SS GRADY 1+00.00
N: 174835.96
E: 1298079.18
SS GRADY 2+23.46, 0.00'
SS SRTC 1+05.12, 0.00' R
=SS GRADY 4+67.66, 0.00'
2
2
2
SS GRADY 6+57.46, 0.00'
BEGIN ALIGNMENT
SS SRTC 0+80
N: 174916.03
E: 1298411.47
N77° 27' 52"E
90.36'
N09° 59' 31"E
33.10'
3
SS GRADY 1+90.36, 0.00' L 2
3
C
C C C C C C C C C C C C C C C C C C C C C C C
6'
TR
E
N
C
H
WI
D
T
H
SS GRADY 1+00
SS GRADY 2+00
SS GRADY 3+00 SS GRADY 4+00 SS GRADY 5+00 SS GRADY 6+00
N77° 28' 12"E
244.20'N78° 58' 46"E
189.80'
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 401.1
INSTALL SADDLE MANHOLE WITH CAST-IN-PLACE BASE
AND MANHOLE FRAME AND COVER PER CITY OF RENTON
STD. PLAN 400.6 AND 401.1
2
3
4
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
GRADY STA 151+00 TO GRADY STA 156+50
BT120-USP104
BT120
229 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:
06
/
2
4
/
2
6
|
10
:
1
4
A
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
1
0
2
-
1
0
5
.
D
W
G
S1-BT120-USP102-105 FACILITY ID:
Xrefs:
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
GB-SEAL-MR46378
xS1-BT120-GZK010
xS1-BT120-CZN002
xS1-BT120-CZN003
MA
T
C
H
L
I
N
E
:
G
R
A
D
Y
S
T
A
1
5
6
+
5
0
SE
E
D
W
G
B
T
1
2
0
-
U
S
P
1
0
5
MATCHLINE:
SEE DWG BT120-USP205
MATCHLINE:
SEE DWG BT120-USP204
MA
T
C
H
L
I
N
E
:
N
O
T
U
S
E
D
T
H
I
S
S
E
R
I
E
S
103
201
202
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 GRA
D
Y
WAY
105
101 104
102
203
106
KEY MAP
107
MH-01
MH-02
MH-03
90LF 18" PVC SEWER
144LF 8" PVC SEWER
190LF 18" PVC SEWER
SEE PROFILE 'A' ON SHEET
BT120-USV102 FOR SEWER
MAIN PROFILE
MH-11
33LF 18" PVC SEWER
SEE PROFILE 'A' ON SHEET
BT120-USV101 FOR SEWER
MAIN PROFILE
244LF 18" PVC SEWER
B
A 10/24/2025 MSMR MR CoR Permit Revision - CNWD #001
B 06/19/2026 MFMR MR CNWD #014
MH-04
COMM CABLE IN CONFLICT
B
2.CONTRACTOR SHALL VERIFY HORIZONTAL AND
VERTICAL PIPE POSITION PRIOR TO PLACING THE
SADDLE MANHOLE OR MAKING ANY OTHER
CONNECTION TO EXISTING SEWER PIPE SUCH THAT
THE EXISTING PIPE WILL ALIGN WITH THE MANHOLE
PLACEMENT. CONTRACTOR TO VERIFY AND MAKE
ADJUSTMENTS AS NECESSARY, ANY ADJUSTMENTS
DISCOVERED SHALL BE APPROVED BY THE RESIDENT
ENGINEER PRIOR TO PERFORMING WORK.
B
06/24/2026
WASTEWATER UTILITY
Mbenoit 06/26/2026
DEVELOPMENT ENGINEERING
msippo 07/02/2026
C2
4
0
0
2
1
2
3
LU
A
2
4
-
0
0
0
2
3
3
PR
2
1
-
0
0
0
0
9
5
WW
P
-
2
7
-
4
3
3
2
S-433203
X X
ASPH
UT
VLT
S
D
S
D
SW
C C C C C
C
C C C
C C
E
EEEEEE
T
TS
HH
HH
HH
HHHH
HH
TMH
VLT
TS VLT
HH VLT
HH
E
EEEEEEEEEEE
E
E
E E E
E E E E
FO FO FO
FO
FO
FO
FO
FO FO FO FO FO FO FO
FO
FO
FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
SDSDSDSD
SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
FO
FO
FO
HH HH
1
2
"
R
C
P
X
X
X
X
X
X
X
X
LOAD
LIMIT
USE
CROS
S
W
A
L
K
SW
PARK
&
RIDE
USE
CROS
S
W
A
L
K
X X X
X
2' FNC
C&G
GATE
/
/
6' CL
E
F
ASPH
SW
MAZD
A
SIGN
C&G
SW
SW
SW
C&G
///////////
/
/
/
//////////////
/
//
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
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
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
SHELT
E
R
CANO
P
Y
EOP
EOP SD
SD
SD
SD
SD
SD
12" RCP
8" CONC
8" CONC
SL
FO
FO
FO
FO FO
FO FO
FO FO
FO FO
SS
CENTURYLINK FO
CENTURYLINK FO
2-PSE
2-PSE 2-PSE
2-PSE
EEEEE
7'11" DP11' DP
4'9" DP
4'9" DP
13'6" DP
6'3" DP
5'8" DP
12'6" DP13'6" DP11'6"
DP
10' DP
CCCCCC E
SD SD
SDHH
4'2" DP
2'4" DP
12' DP
ED
(TYP.)
5'3"4'6"4'9"
4'1
1
"
3'
7
"
MW
EL=26.
4
3
SD SD
HH
S GRADY WAY
WWWWWWW
SS SS SS SS SS SS
S
S
3
LAKE 399+48
LAKE 400+00
LAK
E
4
0
1
+
0
0
GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00
LAKE STA 400+00.05
= GRADY STA 158+70.91
RAILAKDW 722+12
RAILAK
D
W
7
1
9
+
0
0
RAILAKDW
7
2
0
+
0
0
RAILA
K
D
W
7
2
1
+
0
0
RAILAKDW STA 722+12.21
= LAKE STA 401+91.32
3PI
=
8
+
2
4
.
4
5
SS GRADY 8+24.45, 0.00'
SS GRADY 8+55.99, 0.00'
2
END ALIGNMENT
SS GRADY 8+65.99
N: 174986.16
E: 1298791.96
2
S
4
8
°
3
2
'
4
5
"
E
4
1
.
5
5
'
N77° 28' 12"E
166.98'
SS GRADY 8+66
SS GRADY 7+00 SS GRADY 8+00
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 401.1
2
3
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
GRADY STA 156+50 TO GRADY STA 160+46.15
BT120-USP105
BT120
230 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:
06
/
1
9
/
2
6
|
1:
1
4
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
1
0
2
-
1
0
5
.
D
W
G
S1-BT120-USP102-105 FACILITY ID:
Xrefs:
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
GB-SEAL-MR46378
xS1-BT120-GZK010
xS1-BT120-CZN002
xS1-BT120-CZN003
MATC
H
L
I
N
E
:
N
O
T
U
S
E
D
T
H
I
S
S
E
R
I
E
S
LAK
E
A
V
E
S
CL BT120-C-LAKEAVES
CL BT120-C-GRADYWAY
MA
T
C
H
L
I
N
E
:
G
R
A
D
Y
S
T
A
1
5
6
+
5
0
SE
E
D
W
G
B
T
1
2
0
-
U
S
P
1
0
4
SEE PROFILE 'B' ON SHEET
BT120-USV101 FOR SEWER
MAIN PROFILE
103
201
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
101 104
102
105
106
KEY MAP
107
MATCHLINE: NOT USED THIS SERIES
MH-05
MH-06
167LF 18" PVC SEWER
32LF 18" PVC SEWER
B
CoR Permit Revision - CNWD #001MRMRMS10/24/2025A
CNWD #014MRMRMF06/19/2026B
B
06/24/2026
WASTEWATER UTILITY
Mbenoit 06/26/2026
DEVELOPMENT ENGINEERING
msippo 07/02/2026
C2
4
0
0
2
1
2
3
LU
A
2
4
-
0
0
0
2
3
3
PR
2
1
-
0
0
0
0
9
5
WW
P
-
2
7
-
4
3
3
2
S-433204
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
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:
06
/
1
9
/
2
6
|
1:
1
5
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
144 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 GRA
D
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 MR06/19/2026 CNWD #014
B B
06/24/2026
WASTEWATER UTILITY
Mbenoit 06/26/2026
DEVELOPMENT ENGINEERING
msippo 07/02/2026
C2
4
0
0
2
1
2
3
LU
A
2
4
-
0
0
0
2
3
3
PR
2
1
-
0
0
0
0
9
5
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
0+90
27
.
3
1+00
27
.
1
27
.
3
7
27
.
3
27
.
4
7
27
.
3
27
.
9
6
27
.
8
2+00
28
.
2
0
28
.
2
28
.
1
4
27
.
2
28
.
1
3
27
.
2
28
.
1
2
27
.
8
3+00
28
.
0
4
26
.
9
28
.
0
0
26
.
8
28
.
0
1
26
.
9
28
.
0
1
27
.
6
4+00
27
.
9
2
26
.
8
27
.
9
1
27
.
5
27
.
8
9
26
.
5
27
.
8
8
26
.
5
5+00
27
.
9
0
26
.
3
27
.
9
0
27
.
4
27
.
7
9
26
.
7
27
.
6
8
26
.
5
6+00
27
.
4
4
26
.
3
27
.
2
8
26
.
4
27
.
4
1
26
.
4
27
.
4
5
26
.
4
7+00
MH
-
0
1
,
4
8
"
D
I
A
.
C
O
N
C
.
M
A
N
H
O
L
E
SS
G
R
A
D
Y
1
+
0
0
.
0
0
0
.
0
0
'
RI
M
2
7
.
3
5
IE
(
I
N
)
1
1
.
3
1
(
E
)
90 LF 18" PVC
S
S
@
3
.
6
2
%
MH
-
0
2
,
4
8
"
D
I
A
.
C
O
N
C
.
M
A
N
H
O
L
E
SS
G
R
A
D
Y
2
+
2
3
.
4
6
0
.
0
0
'
RI
M
2
8
.
2
9
IE
(
I
N
)
1
4
.
9
5
(
E
)
IE
(
O
U
T
)
1
4
.
8
5
(
S
)
244 LF 18" PVC SS @ 0.50%244 LF 18" PVC SS @ 0.50%
CONNECT EX TO NEW MANHOLE
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
7
.
6
6
0
.
0
0
'
SS
S
R
T
C
1
+
0
5
.
1
2
0
.
0
0
'
RI
M
2
7
.
9
8
IE
(
I
N
)
1
6
.
2
8
(
N
)
IE
(
I
N
)
1
6
.
5
5
(
E
)
IE
(
O
U
T
)
1
6
.
1
8
(
W
)
EX SD
190 LF 18" PVC SS @ 0.50%
FINISH GRADE
EXIST GRADE
MH
-
0
2
,
4
8
"
D
I
A
.
C
O
N
C
.
M
A
N
H
O
L
E
SS
G
R
A
D
Y
2
+
2
3
.
4
6
0
.
0
0
'
RI
M
2
8
.
2
9
IE
(
I
N
)
1
4
.
9
5
(
E
)
IE
(
O
U
T
)
1
4
.
8
5
(
S
)
MH
-
0
1
,
4
8
"
D
I
A
.
C
O
N
C
.
M
A
N
H
O
L
E
SS
G
R
A
D
Y
1
+
0
0
.
0
0
0
.
0
0
'
RI
M
2
7
.
3
5
IE
(
I
N
)
1
1
.
3
1
(
E
)
MH
-
1
1
,
4
8
"
D
I
A
.
C
O
N
C
.
M
A
N
H
O
L
E
SS
G
R
A
D
Y
1
+
9
0
.
3
6
0
.
0
0
'
RI
M
2
7
.
4
4
IE
(
I
N
)
1
4
.
6
8
(
N
)
IE
(
O
U
T
)
1
4
.
5
8
(
W
)
EX FO
EX E
EX
COMM
EX COMM
TO BE ABANDONED
4' OVER-EXCAVATION LIMIT
33 LF 18" PVC SS @ 0.50%
EX E
EX 8" W TO BE REMOVED
EX COMM
MH
-
0
4
,
4
8
"
D
I
A
.
C
O
N
C
.
M
A
N
H
O
L
E
SS
G
R
A
D
Y
6
+
5
7
.
4
6
0
.
0
0
'
RI
M
2
7
.
2
8
IE
(
I
N
)
1
7
.
6
0
(
E
)
IE
(
O
U
T
)
1
7
.
5
0
(
W
)
167 LF 18" SD
@ 0.24%
PLACE CLSM WITH 6 INCH OVEREXCAVATION
PER COR STD. PLAN 405. EXTEND CSLM
PLACEMENT 3 FEET EACH SIDE OF EXISTING
COMM CABLE LOCATION. CONTRACTOR TO
LOCATE COMM CABLE POSITION.
CONTRACTOR TO ORIENT MANHOLES TO THE SOUTH
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
27
.
4
5
26
.
4
7+00
27
.
3
2
26
.
1
27
.
2
5
26
.
2
27
.
1
1
26
.
2
27
.
0
8
26
.
7
8+00
27
.
0
2
26
.
4
26
.
2
5
26
.
0
9+00
FINISH GRADE
EXIST GRADE
MH
-
0
5
,
4
8
"
D
I
A
.
C
O
N
C
.
M
A
N
H
O
L
E
SS
G
R
A
D
Y
8
+
2
4
.
4
5
0
.
0
0
'
RI
M
2
7
.
0
8
IE
(
I
N
)
1
8
.
1
0
(
S
E
)
IE
(
O
U
T
)
1
8
.
0
0
(
W
)
MH
-
0
6
,
4
8
"
D
I
A
.
C
O
N
C
.
M
A
N
H
O
L
E
SS
G
R
A
D
Y
8
+
5
5
.
9
9
0
.
0
0
'
RI
M
2
6
.
2
7
IE
(
O
U
T
)
1
8
.
2
0
(
N
W
)
32 LF 18" PVC SS @ 0.32%
167 LF 18" PVC SS @ 0.24%
EX E
EX W
EX FO
TO BE ABANDONED
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 PROFILE
S RENTON TRANSIT CENTER
BT120-USV101
BT120
236 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:
06
/
1
9
/
2
6
|
1:
1
5
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
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
SCALE IN FEET
02.5 55 10
(1" = 5')
(HOR.)
(VERT.)
MA
T
C
H
L
I
N
E
:
S
T
A
7
+
0
0
,
S
E
E
B
E
L
O
W
18" SEWER, SS GRADY
SCALE: H 1:20, V 1:5
A
BT120-USP104
MA
T
C
H
L
I
N
E
:
S
T
A
7
+
0
0
,
S
E
E
A
B
O
V
E
18" SEWER, SS GRADY
SCALE: H 1:20, V 1:5
B
BT120-USP105
B
MRMRMS10/24/2025A CoR Permit Revision - CNWD #001
B
B
MRMRMF06/19/2026B CNWD #014
06/24/2026
WASTEWATER UTILITY
Mbenoit 06/26/2026
DEVELOPMENT ENGINEERING
msippo 07/02/2026
C2
4
0
0
2
1
2
3
LU
A
2
4
-
0
0
0
2
3
3
PR
2
1
-
0
0
0
0
9
5
WW
P
-
2
7
-
4
3
3
2
S-433210
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
144 LF 8" PVC SS @ 0.50%
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
7
.
6
6
0
.
0
0
'
SS
S
R
T
C
1
+
0
5
.
1
2
0
.
0
0
'
RI
M
2
7
.
9
8
IE
(
I
N
)
1
6
.
2
8
(
N
)
IE
(
I
N
)
1
6
.
5
5
(
E
)
IE
(
O
U
T
)
1
6
.
1
8
(
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
REMOVED
EX SS TO BE
REMOVED
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:
06
/
1
9
/
2
6
|
1:
1
5
P
M
|
MR
O
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G
H
C:
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&
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\
D
0
4
3
6
1
2
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1
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1
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S
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1
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1
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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 06/19/2026 MFMR MR CNWD #014
B
B
06/24/2026
WASTEWATER UTILITY
Mbenoit 06/26/2026
DEVELOPMENT ENGINEERING
msippo 07/02/2026
C2
4
0
0
2
1
2
3
LU
A
2
4
-
0
0
0
2
3
3
PR
2
1
-
0
0
0
0
9
5
WW
P
-
2
7
-
4
3
3
2
S-433211