HomeMy WebLinkAboutAPPROVED_SRTC_CCP_DC1_20260422SIGN ASPH
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1010
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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
3
2
221 220 222
5
224
225
11
11
22611
223
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219
242
241
LEGEND*:
CLEARING AND GRUBBING
REMOVE GRAVEL
HMA GRINDING
SAWCUT LINE
TREE PROTECTION ZONE
TREE PROTECTION FENCING
TREE TO BE REMOVED
TREE TAG NUMBER
SEE SHEET BT120-CSS101
SITE PREPARATION POINT
SEE SHEETS GZN006-GZN007 FOR
GENERAL SYMBOLS AND LEGEND
1036
X
*
REMOVE EXISTING STRUCTURE
REMOVE CONCRETE PAVEMENT
REMOVE BY OTHERS
REMOVE ASPHALT PAVEMENT
REMOVE BUILDING FOUNDATION
REMOVE CEMENT CONC SIDEWALK
REMOVE CEMENT CONC CURB
REMOVE CEMENT CONC CURB AND GUTTER
REMOVE EXISTING BUSINESS SIGN AND FOUNDATION
REMOVE EXISTING FENCE
REMOVE EXISTING BOLLARDS
PROTECT DURING CONSTRUCTION
ADJUST WELL TO GRADE
CONSTRUCTION NOTES:
1
2
3
4
5
7
8
11
1.SEE SHEET BT120-CSP100 FOR SITE PREPARATION
GENERAL NOTES.
2.SEE SHEETS BT120-CPP101-CPP106 AND
BT120-CPP201-CPP205 FOR PAVING PLANS.
3.SEE SHEETS BT120-CSS101-CSS102 FOR SITE
PREPARATION POINT TABLES.
4.SEE SHEETS BT120-LTS101-LTS102 FOR TREE
INVENTORY TABLE AND TREE PROTECTION DETAIL.
5.SEE SHEETS BT120-GZK001 AND SHEETS
BT120-GZN001-GZN007 FOR GENERAL KEY PLAN,
GENERAL ABBREVIATIONS, AND GENERAL
SYMBOLS AND LEGEND.
6.LIMITS OF GRAVEL ARE APPROXIMATE.
GENERAL NOTES:
20 40
SCALE IN FEET
01020
(1" = 20')
N
SOUTH DRIVEWAY
NORTH DRIVEWAY
CL BT120-C-NTC
CL BT120-C-STC
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
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APPROVED BY:
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S1-BT120-CSP201-205 FACILITY ID:
Xrefs:
xBRT-CUD05-TB22x34
xS1-BT120-CAP001
xS1-BT120-VRX001
xS1-BT120-CSN001
xS1-BT120-CSP001
xS1-BT120-LTP001
xS1-BT120-VSF100
xS1-BT120-GZK020
xS1-BT120-GZK010
MATCHLINE:
SEE DWG BT120-CSP103
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MATCHLINE:
SEE DWG BT120-CSP203
(MONITORING WELL)
(MONITORING
WELL)
(MONITORING WELL)
(MONITORING
WELL)
MA
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WAY
KEY MAP
LA
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101
102
103
202
203
204
205
104
105
106
107
SEE NOTE 6
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
SITE PREPARATION PLAN
S RENTON TRANSIT CENTER
BT120-CSP201
BT120
074
L. REDMAN
L. REDMAN
L. GILBERT
L. REDMAN
0 12/10/2024 LBR LDG LBR ISSUED FOR BID
1 06/13/2025 LBR DP LBR ADDENDUM #1
A 03/20/2026 LBR MS LBR CNWD #004
RTA/LR RTA/CN 0205-24
1"=20'
A
04/14/2026
A
DEVELOPMENT ENGINEERING
msippo 04/22/2026 R-433274
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4
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
222
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11
225
229
11
11
228
227
11
11
223
219
246
247
245
LEGEND*:
CLEARING AND GRUBBING
REMOVE GRAVEL
HMA GRINDING
SAWCUT LINE
TREE PROTECTION ZONE
TREE PROTECTION FENCING
TREE TO BE REMOVED
TREE TAG NUMBER
SEE SHEET BT120-CSS101
SITE PREPARATION POINT
SEE SHEETS GZN006-GZN007 FOR
GENERAL SYMBOLS AND LEGEND
1036
X
*
REMOVE EXISTING STRUCTURE
REMOVE CONCRETE PAVEMENT
REMOVE BY OTHERS
REMOVE ASPHALT PAVEMENT
REMOVE BUILDING FOUNDATION
CONSTRUCTION NOTES:
4 REMOVE EXISTING BUSINESS SIGN AND FOUNDATION
REMOVE EXISTING FENCE
PROTECT DURING CONSTRUCTION
ADJUST WELL TO GRADE
5
8
11
1.SEE SHEET BT120-CSP100 FOR SITE PREPARATION
GENERAL NOTES.
2.SEE SHEETS BT120-CPP101-CPP106 AND
BT120-CPP201-CPP205 FOR PAVING PLANS.
3.SEE SHEETS BT120-CSS101-CSS102 FOR SITE
PREPARATION POINT TABLES.
4.SEE SHEETS BT120-LTS101-LTS102 FOR TREE
INVENTORY TABLE AND TREE PROTECTION DETAIL.
5.SEE SHEETS BT120-GZK001 AND SHEETS
BT120-GZN001-GZN007 FOR GENERAL KEY PLAN,
GENERAL ABBREVIATIONS, AND GENERAL
SYMBOLS AND LEGEND.
6.LIMITS OF GRAVEL ARE APPROXIMATE.
GENERAL NOTES:
N
20 40
SCALE IN FEET
01020
(1" = 20')
N
NORTH DRIVEWAY
SOUTH DRIVEWAY
CL BT120-C-NTC
CL BT120-C-STC
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
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APPROVED BY:
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S1-BT120-CSP201-205 FACILITY ID:
Xrefs:
xBRT-CUD05-TB22x34
xS1-BT120-CAP001
xS1-BT120-VRX001
xS1-BT120-CSN001
xS1-BT120-CSP001
xS1-BT120-LTP001
xS1-BT120-VSF100
xS1-BT120-GZK020
xS1-BT120-GZK010
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MATCHLINE:
SEE DWG BT120-CSP204
202
SW 7TH ST
RAI
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AVE
S
HA
R
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AV
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6
7
SW
GRADY
WAY
KEY MAP
LA
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AV
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101
102
103
201
203
204
205
104
105
106
107
(MONITORING WELL)
(MONITORING WELL)
(MONITORING WELL)
SEE NOTE 6
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
SITE PREPARATION PLAN
S RENTON TRANSIT CENTER
BT120-CSP202
BT120
075
L. REDMAN
L. REDMAN
L. GILBERT
L. REDMAN
0 12/10/2024 LBR LDG LBR ISSUED FOR BID
1 06/13/2025 LBR DP LBR ADDENDUM #1
A 03/20/2026 LBR MS LBR CNWD #004
RTA/LR RTA/CN 0205-24
1"=20'
A
04/14/2026
A
DEVELOPMENT ENGINEERING
msippo 04/22/2026 R-433275
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5
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
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APPROVED BY:
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S1-BT120-CSS101-102 FACILITY ID:
Xrefs:
xBRT-CUD05-TB22x34
S1-BT120-CSP101-107
S1-BT120-CSP201-205
xS1-BT120-CZN002
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
SITE PREP
POINT TABLE
BT120-CSS102
BT120
080
L. REDMAN
L. REDMAN
L. GILBERT
L. REDMAN
0 12/10/2024 LBR LDG LBR ISSUED FOR BID
1 06/13/2025 LBR DP LBR ADDENDUM #1
03/20/2026 LBR MS LBR CNWD #004
RTA/LR RTA/CN 0205-24
NTS
SITE PREPARATION POINT TABLE
POINT NO.ALIGNMENT STATION OFFSET
SITE PREPARATION POINT TABLE
POINT NO.
230
231
232
233
234
235
23
23
23
23
ALIGNMENT
RAINIER
RAINIER
RAINIER
RAINIER
RAINIER
RAINIER
RAINIER
RAINIER
RAINIER
RAINIER
STATION
20445
204454
20515
20532
2053550
204542
20421
20353
202 2
20423
OFFSET
310
RT
5000
RT
500
RT
20
RT
3
RT
2524
RT
113
RT
1 31
RT
32
RT
5204
RT
SITE PREPARATION POINT TABLE
POINT NO.
250
251
252
ALIGNMENT
RAI/A.D:
RAI/A.D:
RAI/A.D:
STATION
2125 2
2051
1045
OFFSET
0
/T
1043
/T
542
RT
SITE PREPARATION POINT TABLE
POINT NO.
240
241
242
243
244
ALIGNMENT
RAINIER
RAINIER
RAINIER
RAINIER
RAINIER
STATION
2015110
2015150
20133
2014524
202301
OFFSET
23
RT
2
RT
23
RT
12430
RT
14
RT
BT120-CSP201
BT120-CSP202
BT120-CSP203
BT120-CSP204
BT120-CSP205
SITE PREPARATION POINT TABLE
POINT NO.
22
22
22
245
24
24
ALIGNMENT
NTC
NTC
NTC
NTC
NTC
NTC
STATION
5140 41
51443
5143530
5141350
5142133
5142103
OFFSET
0
RT
312
/T
235
/T
34
/T
43
/T
350
/T
220
221
222
223
224
225
22
RAINIER
RAINIER
NTC
NTC
NTC
NTC
NTC
20 44
200015
51402
51254
5135
51400
513053
502
RT
4
RT
334
/T
010
RT
140
RT
3230
/T
101
RT
21 NTC 51413 44
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04/14/2026
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msippo 04/22/2026
R-433280
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^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
15.0'
(TYP.)
15
.
5
'
15
.
5
'
15
.
0
'
5.
0
'
15
.
5
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19
.
5
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15.0'
(TYP.)
15.4'
9.3'
10.3'
12
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0
'
12
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0
'
15
.
5
'
15
.
5
'
15.0'
(TYP.)
15.0'
(TYP.)
132131
119
117 118
9
14
14
13
19
17
R=200.0'
R=6.0'
R=25.0'
R=25.0'
R=25.0'
101
106
107
114
26
101
11
17
13
104109
108
111
110
112
123
124
126
125
121
122
134
137
136
113
R=25.0'112
119
18
7
9
27
105
133
102
103
21
R=100.0'
R=100.0'
R=115.0'
R=10.0'
116
128
R=10.0'
129
R=850.0'
R=847.0'
115
R=75.0'
R=111.0'
139
140
141
143
142
145
144
130
7
30
34
17
11
R=25.0'
243
245
148147
146
149
150
151
152
153
154
155
156
157
R=100.0'
R=100.0'R=100.0'
R=100.0'
159
158
162
163
167
166
164 16535
R=15.0'
27
168
39
39
11 39
26 39
41 169
101
12
.
0
'
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
9.8'
15.5'
16
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7
'
15
.
5
'
15
.
5
'
12
.
0
'
12
.
0
'
12
.
0
'
KEY NOTES:
INSTALL CEMENT CONC TRAFFIC CURB AND GUTTER PER
WSDOT STD PLAN F-10.12
INSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON
SHEETS BT120-CRY101-CRY106
INSTALL CEMENT CONC PAVEMENT PER TYPICAL
SECTIONS ON SHEETS BT120-CRY101-CRY106
INSTALL DOWELED CURB PER KCM STD PLAN D109
INSTALL 9 IN DOWELED CURB PER DETAIL ON SHEET
BT120-CRD122
INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON
STD PLAN 102
SEE SHEET BT120-CRD125 AND STRUCTURAL SHEETS FOR
STEEL PICKET FENCE NON-REMOVABLE DETAILS
INSTALL CEMENT CONC TRAFFIC CURB PER CITY OF
RENTON STD PLAN 101
INSTALL RETAINING WALL PER STRUCTURAL SHEETS
INSTALL BUS PLATFORM PER DETAIL ON STRUCTURAL
SHEET
SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205
AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND
DETAILS
INSTALL 36 IN VALLEY GUTTER PER DETAIL ON SHEET
BT120-CRD123
7
9
11
13
14
17
19
21
26
27
30
18
LEGEND*:
PAVING POINT
SEE SHEETS BT120-GZN006-GZN007 FOR
GENERAL SYMBOLS AND LEGEND
LONGITUDINAL JOINT
TRANSVERSE JOINT
LANDSCAPING
X
*
HARDSCAPE
GENERAL NOTES:
1.SEE SHEET BT120-CPP100 FOR GENERAL PAVING
NOTES.
2.SEE SHEET BT120-CPS101-CPS108 FOR PAVING
POINT TABLES.
3.SEE SHEETS BT120-CRD101-CRD119 FOR CURB
RAMP PLAN AND DETAILS AND ADDITIONAL PAVING
POINTS.
4.SEE SHEETS BT120-CRD120-CRD129 FOR PAVING
DETAILS.
5.SEE SHEETS BT120-GZK001 AND
BT120-GZN001-GZN007 FOR GENERAL KEY PLAN,
GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS
AND LEGEND.
6.SEE SHEETS BT120-LPP101-LPP106 AND
BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING
PLAN.
7.SEE ARCHITECTURAL AND STRUCTURAL SHEETS
FOR DETAILS.
8.SEE WSDOT STD PLAN A-40.10 FOR INSTALLATION
OF CEMENT CONCRETE PAVEMENT JOINTS ON
RAINIER AVE OR CITY OF RENTON STD PLAN H033
ON GRADY WAY.
INSTALL 8 IN CONC FOUNDATION FOR PARATRANSIT
SHELTER. SEE SHEETS BT120-SGD163 AND BT120-SGD164
FOR STRUCTURAL INFORMATION FOR THE SHELTER.
INSTALL 8 IN THICK CONC FOUNDATION FOR SIGN
INSTALLATION. SEE CHANNELIZATION AND SIGNING PLANS
FOR DETAILS.
SEE TYPICAL SECTIONS FOR SUBGRADE PREPARATION
34
35
39
1
BT120-CRD108
N
20 40
SCALE IN FEET
01020
(1" = 20')
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
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DESIGNED BY:
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CHECKED BY:
APPROVED BY:
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E
D
M
A
N
L
\
D
0
4
3
6
1
2
0
\
S
1
-
B
T
1
2
0
-
C
P
P
2
0
1
-
2
0
5
.
D
W
G
S1-BT120-CPP201-205 FACILITY ID:
Xrefs:
xS1-BT120-CPP001
xS1-BT120-VRX001
xS1-BT120-CZN001
xBRT-CUD05-TB22x34
xS1-BT120-CAP001
xS1-BT120-CPP002
xS1-BTP120-VSF100
xS1-BT120-GZK020
xS1-BT120-GZK010
xS1-BT120-LHP001
xS1-BT120-CZN002
xS1-BT120-CRP001
SOUTH DRIVEWAY
NORTH DRIVEWAY
CL BT120-C-S TC
1
BT120-CRD105
1
BT120-CRD103
1
BT120-CRD104
1
BT120-CRD107
2
BT120-CRD107
1
BT120-CRD106
1
BT120-CRD109
MATCHLINE:
SEE DWG BT120-CPP103
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-
C
P
P
2
0
2
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-
C
P
P
1
0
2
MATCHLINE:
SEE DWG BT120-CPP203
127
CL BT120-C-N TC
3
BT120-CRD120
135
N
102
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
GRADY
WAY
101 104
105
KEY MAP
LA
K
E
AV
E
S
107
106
138
201
SEE NOTE 8
SEE SHEET BT120-CGP103 AND SHEET BT120-CGS102
FOR ADDITIONAL BUS PLATFORM PAVING POINTS.
9.
SEE NOTE 8
SEE NOTE 9
SEE NOTE 8
SEE NOTE 9 160
161
41 INSTALL CHAIN LINK FENCE POST PER WSDOT STD PLAN
L-20.10 AS CLOSE TO RETAINING WALL AS POSSIBLE AND
STRETCH EXISTING CHAIN LINK FENCE TO POST AND
SECURE.
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
PAVING PLAN
S RENTON TRANSIT CENTER
BT120-CPP201
BT120
088
L. REDMAN
Y. SHEN
D. POSTEN
L. REDMAN
0 12/10/2024 LBR LDG LBR ISSUED FOR BID
1 06/13/2025 LBR DP LBR ADDENDUM #1
2 07/07/2025 YS MKR LBR ADDENDUM #3
A 03/20/2026 LBR MS LBR CNWD #004
RTA/LR RTA/CN 0205-24
1"=20'
170
43 INSTALL FULL DEPTH RECTANGULAR PATCH TO MATCH
EXISTING PAVEMENT THICKNESS
43
A
A
04/14/2026
A
DEVELOPMENT ENGINEERING
msippo 04/22/2026 R-433288
TE
D
-
4
0
-
4
3
3
2
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
^
^
^
^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
27
15.
0
'
(TY
P
.
)
15.4'
9.3'10.3'
15
.
5
'
15
.
5
'
15.0'
(TYP.)
15.0'
(TYP.)
12
.
0
'
15
.
0
'
15
.
0
'
12
.
0
'
12
.
0
'
6.3
'
12.5'
114
20
9
26
14
13
14
20
13
101
R=10.0'
R=55.0'
11
112
123
124
125
113
105
106
107
110
112
111
102
103
R=115.0'
R=75.0'
R=15.0'
R=111.0'
104
108
109
18
17
105
R=1
0
0
.
0
'
R=
1
1
5
.
0
'
R=
1
0
.
0
'
116
R=
7
5
.
0
'
R=
1
1
1
.
0
'
113
R=35.0'
114
115 31
34116 117
119
118
120
121
122
123
124
125
127
126
R=100.0'
R=100.0'
R=100.0'
R=100.0'
128
129
21
39
39
11 39
169
10
.
5
'
12.0 (TYP.)
10
.
5
'
13.
3
'
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
9.8'
15.5'
16
.
7
'
12
.
0
'
1
5
.
0
'
12.5'
1
3
.
0
'
9
.
8
'
43
130
132
131
KEY NOTES:
INSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON
SHEETS BT120-CRY101-CRY106
INSTALL CEMENT CONC PAVEMENT PER TYPICAL
SECTIONS ON SHEETS BT120-CRY101-CRY106
INSTALL INTEGRAL DOWELED CURB PER KCM STD PLAN
D109
INSTALL 9 IN INTEGRAL DOWELED CURB PER DETAIL ON
SHEET BT120-CRD122
INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON
STD PLAN 102
SEE SHEET BT120-CRD125 AND STRUCTURAL SHEETS FOR
STEEL PICKET FENCE NON-REMOVABLE DETAILS
INSTALL CEMENT ROLLED CURB PER DETAIL ON SHEET
BT120-CRD121
INSTALL RETAINING WALL PER STRUCTURAL SHEETS
INSTALL BUS PLATFORM PER DETAIL ON STRUCTURAL
SHEET
9
11
13
14
20
21
26
17
18
LEGEND*:
PAVING POINT
SEE SHEETS BT120-GZN006-GZN007 FOR
GENERAL SYMBOLS AND LEGEND
LONGITUDINAL JOINT
TRANSVERSE JOINT
LANDSCAPING
X
*
HARDSCAPE
GENERAL NOTES:
1.SEE SHEET BT120-CPP100 FOR GENERAL PAVING
NOTES.
2.SEE SHEET BT120-CPS101-CPS108 FOR PAVING
POINT TABLES.
3.SEE SHEETS BT120-CRD101-CRD119 FOR CURB
RAMP PLAN AND DETAILS AND ADDITIONAL PAVING
POINTS.
4.SEE SHEETS BT120-CRD120-CRD129 FOR PAVING
DETAILS.
5.SEE SHEETS BT120-GZK001 AND
BT120-GZN001-GZN007 FOR GENERAL KEY PLAN,
GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS
AND LEGEND.
6.SEE SHEETS BT120-LPP101-LPP106 AND
BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING
PLAN.
7.SEE ARCHITECTURAL AND STRUCTURAL SHEETS
FOR DETAILS.
SEE WSDOT STD PLAN A-40.10 FOR INSTALLATION
SHEET
SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205
AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND
DETAILS
SEE SHEET BT120-CRD121 FOR CURB TRANSITION DETAILS
SEE TYPICAL SECTIONS FOR SUBGRADE PREPARATION
INSTALL FULL DEPTH RECTANGULAR PATCH TO MATCH
EXISTING PAVEMENT THICKNESS
27
31
39
43
N
N
20 40
SCALE IN FEET
01020
(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:
04
/
1
4
/
2
6
|
10
:
1
5
A
M
|
LR
E
D
M
A
N
C:
\
P
W
W
O
R
K
I
N
G
\
J
A
C
O
B
S
_
B
&
I
\
J
E
G
_
E
X
-
R
E
D
M
A
N
L
\
D
0
4
3
6
1
2
0
\
S
1
-
B
T
1
2
0
-
C
P
P
2
0
1
-
2
0
5
.
D
W
G
S1-BT120-CPP201-205 FACILITY ID:
Xrefs:
xS1-BT120-CPP001
xS1-BT120-VRX001
xS1-BT120-CZN001
xBRT-CUD05-TB22x34
xS1-BT120-CAP001
xS1-BT120-CPP002
xS1-BTP120-VSF100
xS1-BT120-GZK020
xS1-BT120-GZK010
xS1-BT120-LHP001
xS1-BT120-CZN002
xS1-BT120-CRP001
1
BT120-CRD111
SOUTH DRIVEWAY
NORTH DRIVEWAY
CL BT120-C-N TC
CL BT120-C-S TC
2
BT120-CRD112
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-
C
P
P
2
0
1
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-
C
P
P
1
0
6
MATCHLINE:
SEE DWG BT120-CPP204
102
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
GRADY
WAY
101 104
105
KEY MAP
LA
K
E
AV
E
S
107
106
SEE SHEET BT120-CGP103 AND SHEET BT120-CGS102
FOR ADDITIONAL BUS PLATFORM PAVING POINTS.
8.
SEE NOTE 8
SEE NOTE 9
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
PAVING PLAN
S RENTON TRANSIT CENTER
BT120-CPP202
BT120
089
L. REDMAN
Y. SHEN
L. GILBERT
L. REDMAN
0 12/10/2024 LBR LDG LBR ISSUED FOR BID
1 06/13/2025 LBR DP LBR ADDENDUM #1
2 07/07/2025 YS MKR LBR ADDENDUM #3
A 03/20/2026 LBR MS LBR CNWD #004
RTA/LR RTA/CN 0205-24
1"=20'
A
A
04/14/2026
A
DEVELOPMENT ENGINEERING
msippo 04/22/2026 R-433289
TE
D
-
4
0
-
4
3
3
2
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
PAVING POINT TABLE
POINT NO.
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
ALIGNMENT
BT120-C-RAINIER
BT120-C-RAINIER
BT120-C-RAINIER
BT120-C-RAINIER
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-NTC
BT120-C-NTC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
STATION
206+53.70
206+52.65
206+52.33
206+50.35
612+56.79
612+56.80
612+75.46
612+75.45
511+84.81
511+94.74
512+04.80
512+14.74
512+20.74
512+30.70
512+40.79
512+50.75
613+20.79
613+20.79
613+96.60
613+96.53
511+89.78
512+45.76
612+92.10
612+95.10
612+92.10
612+95.10
510+83.86
514+07.99
514+13.69
OFFSET
53.00' RT
54.03' RT
50.00' RT
51.96' RT
31.54' RT
26.54' RT
26.56' RT
31.56' RT
23.45' LT
24.14' LT
25.34' LT
26.02' LT
26.13' LT
25.83' LT
25.01' LT
24.70' LT
16.00' RT
15.50' RT
17.27' RT
17.76' RT
23.67' LT
24.73' LT
37.59' RT
37.59' RT
34.59' RT
34.59' RT
56.97' LT
36.85' LT
48.64' LT
ELEVATION
23.46
23.45
23.46
23.46
26.59
26.52
26.76
26.84
25.57
25.72
25.87
26.01
26.09
26.22
26.33
26.45
27.18
27.18
28.03
28.03
25.64
26.39
27.14
27.18
27.10
27.14
24.84
26.14
26.23
DESCRIPTION
VALLEY GUTTER
VALLEY GUTTER
VALLEY GUTTER
VALLEY GUTTER
8" CONCRETE FOUNDATION
8" CONCRETE FOUNDATION
8" CONCRETE FOUNDATION
8" CONCRETE FOUNDATION
PC-SW
PRC-SW
1/2-SW
PT-SW
PC-SW
1/2-SW
PRC-SW
PT-SW
6" CONCRETE FOUNDATION
6" CONCRETE FOUNDATION
6" CONCRETE FOUNDATION
6" CONCRETE FOUNDATION
1/2-SW
1/2-SW
8" CONCRETE FOUNDATION
8" CONCRETE FOUNDATION
8" CONCRETE FOUNDATION
8" CONCRETE FOUNDATION
END SW/MATCH EX/BEGIN WALL
CHAIN LINK FENCE POST
AP/HMA PVMT/MATCH EX
PAVING POINT TABLE
POINT NO.
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
ALIGNMENT
BT120-C-RAINIER
BT120-C-NTC
BT120-C-RAINIER
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-RAINIER
BT120-C-RAINIER
BT120-C-NTC
BT120-C-NTC
BT120-C-STC
BT120-C-STC
BT120-C-RAINIER
BT120-C-NTC
BT120-C-NTC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-NTC
BT120-C-NTC
BT120-C-RAINIER
BT120-C-RAINIER
BT120-C-STC
BT120-C-NTC
STATION
207+98.14
512+62.11
208+00.15
513+22.12
513+99.01
511+05.00
510+93.87
512+58.78
512+65.44
513+18.79
513+25.44
513+71.09
514+02.81
514+07.52
510+77.38
514+07.74
511+04.94
511+36.76
510+87.09
207+64.59
207+69.48
513+88.02
513+74.02
614+03.32
613+76.79
206+28.09
510+80.92
511+20.85
610+99.61
611+37.93
613+50.35
611+55.38
613+32.44
613+96.66
510+91.82
510+84.04
206+21.67
206+26.21
610+62.39
510+73.15
OFFSET
48.04' RT
15.06' LT
48.77' RT
18.94' LT
16.64' LT
39.10' LT
39.91' LT
15.00' LT
15.22' LT
18.78' LT
19.00' LT
18.64' LT
21.79' LT
35.33' LT
22.61' RT
35.84' LT
15.00' RT
15.00' RT
15.01' RT
53.00' RT
50.00' RT
16.58' RT
15.77' RT
15.00' LT
15.00' LT
48.49' RT
17.14' RT
15.02' RT
39.03' RT
46.59' RT
47.06' RT
39.50' RT
39.50' RT
16.77' RT
26.19' LT
57.59' LT
57.95' RT
56.22' RT
15.48' RT
24.96' LT
ELEVATION
24.02
25.92
24.01
26.62
27.67
???
24.65
25.88
25.96
26.58
26.66
27.26
28.33
28.61
23.87
???
24.44
24.89
24.11
23.79
23.83
28.19
27.99
28.36
28.01
23.49
23.98
24.79
24.66
25.28
27.79
25.39
27.69
28.03
24.55
24.59
24.04
24.04
23.52
23.74
DESCRIPTION
END C&G/END SW/MATCH EX
1/2 - FL
END HMA PVMT/MATCH EX
1/2 - FL
1/2 - FL
BEGIN FENCE (TOP OF WALL)
PT/BEGIN HMA PVMT
PC - FL
PT - FL
PC - FL
PT - FL
PC - FL
PC - SW
AP - SW
PC - FL
AP - FENCE (TOP OF WALL)
PC - FL
PT - FL
PT - FL
VALLEY GUTTER
VALLEY GUTTER
1/2 - FL
PC - FL
1/2 - FL
PC - FL
END HMA PVMT/BEGIN CEMENT CONCRETE PVMT
1/2 - FL
1/2 - FL
SW
1/2 - T/C
PT - T/C
PT - T/C
PC - T/C
PC - T/C
END SW/BEGIN HMA PVMT
END SW/MATCH EX
PT - SW
1/2 - SW
FL - END C&G/BEGIN DOWELED CURB
FL - END C&G/BEGIN DOWELED CURB
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:
04
/
1
4
/
2
6
|
10
:
2
8
A
M
|
LR
E
D
M
A
N
C:
\
P
W
W
O
R
K
I
N
G
\
J
A
C
O
B
S
_
B
&
I
\
J
E
G
_
E
X
-
R
E
D
M
A
N
L
\
D
0
4
3
6
1
2
0
\
S
1
-
B
T
1
2
0
-
C
P
S
1
0
1
-
1
0
8
.
D
W
G
S1-BT120-CPS101-108 FACILITY ID:
Xrefs:
xBRT-CUD05-TB22x34
S1-BT120-CPP201-205
S1-BT120-CPP101-106
xS1-BT120-CZN002
BT120-CPP201BT120-CPP201
25.21
29.18
23.79
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
PAVING PLAN
POINT TABLES
BT120-CPS104
BT120
096
L. REDMAN
L. REDMAN
D. POSTEN
L. REDMAN
0 12/10/2024 LBR LDG LBR ISSUED FOR BID
1 06/13/2025 LBR DP LBR ADDENDUM #1
A 03/20/2026 LBR MS LBR CNWD #004
RTA/CN 0205-24
NTS
A
04/14/2026
A
DEVELOPMENT ENGINEERING
msippo 04/22/2026
R-433296
TE
D
-
4
0
-
4
3
3
2
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
PAVING POINT TABLE
POINT NO.
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
ALIGNMENT
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
STATION
613+57.43
613+54.73
613+65.51
613+72.41
613+61.40
613+71.85
613+73.62
613+64.86
613+66.92
612+48.49
612+49.01
613+15.69
613+39.17
613+36.37
613+18.09
613+15.09
612+38.50
612+39.01
611+70.88
611+45.98
611+50.76
611+65.78
611+69.04
611+72.04
611+63.06
611+83.06
611+91.88
611+89.15
611+57.34
611+55.00
612+37.85
612+27.08
612+17.73
612+20.46
612+37.06
612+35.10
612+18.60
612+15.71
612+26.25
612+35.36
612+47.85
612+58.09
612+67.91
612+64.89
612+48.05
OFFSET
65.16' RT
167.35' RT
236.84' RT
235.68' RT
226.23' RT
230.38' RT
240.87' RT
230.68' RT
242.88' RT
80.50' RT
60.00' RT
60.00' RT
76.41' RT
80.50' RT
80.50' RT
77.42' RT
80.43' RT
60.00' RT
60.00' RT
82.53' RT
85.52' RT
80.50' RT
80.50' RT
77.58' RT
104.50' RT
104.50' RT
109.77' RT
114.19' RT
113.35' RT
108.57' RT
104.50' RT
104.50' RT
110.96' RT
115.02' RT
115.46' RT
189.43' RT
188.99' RT
193.03' RT
199.52' RT
198.45' RT
104.50' RT
104.50' RT
112.63' RT
116.19' RT
115.75' RT
ELEVATION
27.89
27.40
27.35
27.24
27.41
27.28
27.21
27.38
27.32
26.66
26.54
27.42
27.39
27.37
27.32
27.31
26.51
26.39
25.23
24.82
24.96
25.25
25.33
25.37
26.12
26.62
26.94
26.96
26.15
26.00
27.75
27.59
27.60
27.74
28.00
29.69
29.08
29.08
29.61
29.92
27.84
27.97
28.26
28.30
28.09
DESCRIPTION
PT - T/C
END TRAFFIC CURB/BEGIN C&G
1/2 - SW
1/2 - SW
END TRAFFIC CURB/BEGIN C&G
PC - SW
PT - SW
PC - SW
PT - SW
BEGIN TRAFFIC CURB - T/C
AP - T/C
PC - T/C
PRC - T/C
PT - T/C
PC - T/C
PT - T/C
BEGIN TRAFFIC CURB - T/C
AP - T/C
PC - T/C
PT - T/C
PRC -T/C
PT - T/C
PC - T/C
PT - T/C
PC - T/C
PC - T/C
PRC - T/C
PT - T/C
PT - T/C
PRC - T/C
AP - T/C
PC - T/C
PRC - T/C
PT - T/C
AP - T/C
AP - T/C
PC - T/C
PRC - T/C
PT - T/C
AP - T/C
AP - T/C
PC - T/C
PRC - T/C
PT - T/C
AP - T/C
PAVING POINT TABLE
POINT NO.
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
ALIGNMENT
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
STATION
612+46.34
612+63.33
612+66.25
612+66.20
612+57.36
612+45.40
613+02.11
613+22.11
613+32.11
613+29.03
612+95.05
612+92.13
613+10.55
613+27.55
613+30.47
613+30.42
613+21.58
613+01.51
612+92.34
612+94.83
613+10.31
613+03.39
613+23.56
613+34.30
613+35.51
613+33.50
613+17.22
613+14.63
612+98.45
612+94.61
612+46.66
612+59.01
612+68.14
612+66.61
612+50.74
612+36.57
612+40.21
612+23.92
612+20.19
612+19.31
612+27.74
611+83.35
611+94.09
611+94.61
611+92.60
OFFSET
180.72' RT
181.17' RT
184.25' RT
186.22' RT
195.89' RT
197.28' RT
104.50' RT
104.50' RT
114.76' RT
117.89' RT
116.99' RT
113.77' RT
173.42' RT
173.87' RT
176.95' RT
178.74' RT
188.41' RT
190.75' RT
186.80' RT
182.01' RT
182.42' RT
214.69' RT
212.34' RT
219.40' RT
223.45' RT
227.18' RT
232.06' RT
223.44' RT
228.29' RT
225.76' RT
221.30' RT
219.86' RT
223.76' RT
228.44' RT
233.20' RT
222.48' RT
236.36' RT
241.24' RT
239.22' RT
236.31' RT
223.50' RT
228.68' RT
235.74' RT
237.49' RT
241.23' RT
ELEVATION
29.50
29.23
29.25
29.29
29.65
29.87
28.12
28.09
28.20
28.24
28.27
28.24
28.80
28.65
28.64
28.64
28.75
28.93
29.00
28.96
28.83
28.95
28.50
28.20
28.14
28.17
28.51
28.63
28.98
29.08
30.08
29.86
29.69
29.72
30.00
30.14
30.04
29.44
29.34
29.36
29.81
28.31
28.55
28.54
28.41
DESCRIPTION
AP - T/C
PC - T/C
PT - T/C
PC - T/C
PT - T/C
AP - T/C
PC - T/C
PC - T/C
PRC - T/C
PT - T/C
PT - T/C
PRC - T/C
AP - T/C
PC - T/C
PT - T/C
PC - T/C
PT - T/C
PC - T/C
PRC - T/C
PC - T/C
AP - T/C
PT - T/C
PC - T/C
PT - T/C
PC - T/C
PT - T/C
AP - T/C
AP - T/C
PC - T/C
PRC - T/C
AP - T/C
PC - T/C
PRC - T/C
PT - T/C
AP - T/C
AP - T/C
AP - T/C
PC - T/C
PT - T/C
PC - T/C
PT - T/C
PC - T/C
PT - T/C
PC - T/C
PT - T/C
PAVING POINT TABLE
POINT NO.
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
ALIGNMENT
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-STC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
BT120-C-NTC
STATION
514+07.56
514+25.18
514+02.03
614+29.85
614+06.69
617+89.89
617+86.30
617+95.91
617+85.97
617+19.32
616+82.79
616+49.57
617+46.79
614+04.57
616+62.30
616+68.64
616+87.31
616+68.64
616+87.31
515+06.76
515+17.42
515+26.90
515+37.43
515+43.43
515+54.90
515+62.53
515+73.88
515+12.09
515+68.19
514+21.33
514+21.03
514+13.50
OFFSET
21.30' LT
15.00' LT
15.77' RT
15.05' LT
32.88' RT
21.01' RT
26.24' RT
19.00' RT
31.50' RT
19.00' RT
19.00' RT
42.99' RT
28.33' RT
22.44' RT
25.63' RT
37.00' LT
37.00' LT
32.00' LT
32.00' LT
21.47' LT
22.04' LT
23.05' LT
23.62' LT
23.62' LT
22.98' LT
22.10' LT
21.45' LT
21.61' LT
21.62' LT
48.73' LT
36.50' LT
36.49' LT
ELEVATION
28.40
28.06
28.36
29.34
28.13
26.98
27.32
27.48
26.78
27.99
28.46
29.01
27.46
27.65
28.76
29.86
29.62
29.91
29.67
29.75
29.85
29.92
29.97
29.97
29.94
29.89
29.80
29.80
29.84
26.23
26.21
26.16
DESCRIPTION
PT - SW
PT - FL
PT - FL
PT - FL
PT - T/C
1/2 - FL
T/C - END TRANSITION/BEGIN DOWELED CURB
PT - T/C
PC - FL/END ROLLED CURB/BEGIN TRANSITION
PC - FL
PT - FL
PC - FL
1/2 - FL
1/2 - T/C
1/2 - FL
8" CONCRETE FOUNDATION
8" CONCRETE FOUNDATION
8" CONCRETE FOUNDATION
8" CONCRETE FOUNDATION
PC-SW
PRC-SW
1/2-SW
PT-SW
PC-SW
1/2-SW
PRC-SW
PT-SW
1/2-SW
1/2-SW
AP/HMA PVMT/MATCH EX
AP/HMA PVMT/MATCH EX
AP/HMA PVMT/MATCH EX
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:
04
/
1
4
/
2
6
|
10
:
3
1
A
M
|
LR
E
D
M
A
N
C:
\
P
W
W
O
R
K
I
N
G
\
J
A
C
O
B
S
_
B
&
I
\
J
E
G
_
E
X
-
R
E
D
M
A
N
L
\
D
0
4
3
6
1
2
0
\
S
1
-
B
T
1
2
0
-
C
P
S
1
0
1
-
1
0
8
.
D
W
G
S1-BT120-CPS101-108 FACILITY ID:
Xrefs:
xBRT-CUD05-TB22x34
S1-BT120-CPP201-205
S1-BT120-CPP101-106
xS1-BT120-CZN002
BT120-CPP203 BT120-CPP203BT120-CPP202
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
PAVING PLAN
POINT TABLES
BT120-CPS105
BT120
097
L. REDMAN
L. REDMAN
L. GILBERT
L. REDMAN
0 12/10/2024 LBR LDG LBR ISSUED FOR BID
A 03/20/2026 LBR MS LBR CNWD #004
RTA/CN 0205-24
NTS
A
04/14/2026
A
DEVELOPMENT ENGINEERING
msippo 04/22/2026
R-433297
TE
D
-
4
0
-
4
3
3
2
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
DEBRISWW
FO
FO
FO
WM
WM
WV
WV
E
E
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
X
X
X
X X X X X X X X X X X X X X X X X X
BLDG
EQUIP
2 BLRD
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
BLDG
SD SD
SD
E
SS
SS
S
S
SS
SS
6'
0
"
6'
3
"
6'
6
"
7'0
"
7'
2
"
7'
9
"
/////////////////////////////////////////////
///
///
///
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//////////////////////////////////////////
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//
/
//
/
//
/
//
/
//
/
//
/
//
/
///////////////////////////////////////////////////////////////
/////////
///
///
///
//
/
//
/
//
/
/
/
/
/
/
/
/
/
/
//
/
/
/
/
/////////////////////////////////////////////
///
///
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///
///
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///
///
//
/
//
/
//
/
//
/
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
///
//
/
///
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
///
//
/
//
/
//
/
//
/
//
/
///
///
///
///
10
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
EX. PARCEL BOUNDARY (TYP)
CL BT120-C-CENISLN LINE
CL BT120-C-CENISLS LINE
10
^
^
^
^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
10
11
50
CONSTRUCTION NOTES:
REMOVE MANHOLE, VAULT, OR CB
PROTECT UTILITY IN PLACE
REMOVE WATER METER
10
11
50
1.SEE SHEET BT120-UCP100 FOR GENERAL NOTES.
2.SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL.
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
DEMO PLAN
S RENTON TRANSIT CENTER
BT120-UCP202
BT120
206 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:
04
/
1
3
/
2
6
|
12
:
0
3
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
C
P
2
0
1
-
2
0
5
.
D
W
G
S1-BT120-UCP201-205 FACILITY ID:
Xrefs:
xBRT-CUD05-TB22x34
xS1-BT120-VSF100
xS1-BT120-UCN001
xS1-BT120-GZK020
GB-SEAL-MR46378
xS1-BT120-UCP001
xS1-BT120-VRX001
xS1-BT120-CAP001
xS1-BT120-CPP001
xS1-BT120-GZK010
xS1-BT120-CZN002
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-
U
C
P
2
0
1
MATCHLINE:
SEE DWG BT120-UCP204
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-
U
C
P
1
0
6
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
105
101 104
102
106
KEY MAP
107
SOUTH TRANSIT CENTER
NORTH TRANSIT CENTER
CNWD #004MRMRMS03/20/2026A
A
A
04/14/2026
B
B
DEVELOPMENT ENGINEERING
msippo 04/22/2026 R-4332170
TE
D
-
4
0
-
4
3
3
2
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
SD
SD
SIGN
VLT
D
R
W
CO
W
W
W
W
W
FO
FO
FO
FO
FO
W
W
W
W
HH
E
E
E
E
E
C C CSD
SD
SD
SD
SD
SD
SD
SD
X
X
XXX
X
X
X X X X X X X X X X X X X X X X
CONC 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
E
E
E
E
E
C
C
C
C
C
C
C
C
C
C
1'
1
1
"
D
P
1'
7
"
D
P
2'
9
"
D
P
2'
1
"
D
P
1'
9
"
D
P
1'
6
"
D
P
2
'
1
"
D
P
2
'
3
"
D
P
4'6"
DP
3'5"
DP
3'
9
"
D
P
2
'
2
"
D
P
2'
4
"
D
P
5'
8
"
D
P
8'
6
"
D
P
9
'
1
1
"
D
P
1
0
'
D
P
5
'
1
0
"
D
P
1
0
'
D
P
1'
8
"
D
P
2'
D
P
2'
6
"
D
P
2'
2
"
D
P
1'
9
"
D
P
1'
D
P
3'
D
P
3'
D
P
3
'
D
P
2
'
5
"
D
P
2
'
6
"
D
P
1'
D
P
12
"
W
AB
A
N
-
W
AB
A
N
-
W
2'5" D
P
3'10"
4'1"4'9"
7
"
4'1"
3'11"
5
'
9
"
2'1
"
1'1
1
"
1'9"
2'1
"
1'8
"
4'7"
3'11"
3'7"
3'1
1
"
1
0
"
1'9"
1'7"
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
3'1
0
"
4'0"
4'3"4'6"
4'11"5'0"
5'5"
6'0"
6'3"
6'6"
7
'
0
"
7
'
2
"
1
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
^
W W W W W W W W W W W W W W
W
W
W
W
W
W W W W W W W W W W
W W W W W W W W W W W
W
W
W
W
W
S
S
S
S
S
S
SS
7
5
43
S TC 613+75.17, 18.53' R
S TC 613+91.12, 3.83' R
RA
I
N
I
E
R
A
V
E
S
S TC 612+87.67, 2.99' R
12" 11.25° V BEND, RJxRJ
37
7S TC 610+48.31, 2.71' R
BEGIN PIPE CASING
S TC 610+74.83, 2.98' R
BEGIN PIPE CASING
S TC 610+94.83, 3.00' R
END PIPE CASING
S TC 612+78.38, 3.00' R
END PIPE CASING
S TC 612+58.38, 3.00' R
BEGIN PIPE CASING
S TC 613+75.58, 3.01' R
S TC 610+62.31, 2.96' R
END PIPE CASING
S TC 612+80.96, 3.02' R
12" 11.25° V BEND, RJxRJ
33
33
33
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
4140
40
40 41
414040
40
S TC 613+39.00, 2.99' R
END PIPE CASING
S TC 613+19.00, 2.99' R
BEGIN PIPE CASING
33
53
53
32
N TC 514+16.28, 46.67' L
8" 90° BEND, RJxRJ
CONSTRUCTION NOTES:
1 INSTALL WATER MAIN PER CITY OF RENTON STD. PLAN
300.0
INSTALL FIRE HYDRANT, 12"X6" TEE (FLXRJ), 6" GATE
VALVE (FLXRJ), AND CONC BLOCK PER CITY OF RENTON
STD. PLAN 310.1
INSTALL CAP AND THRUST BLOCK PER CITY OF RENTON
STD. PLAN 330.1
INSTALL GATE VALVE (FLXRJ)
INSTALL STEEL PIPE CASING PER CITY OF RENTON STD.
PLAN 300.8
INSTALL 3/4" GROUND HYDRANT SET FLUSH IN FINISHED
GROUND. SEE SHEET BT120-UWD101 FOR GROUND
HYDRANT DETAIL.
INSTALL 1" NON-POTABLE WATER PIPE AT A MINIMUM
DEPTH OF 36"
INSTALL 2" WATER SERVICE IN ROW BEHIND SIDEWALK
WITH 2" WATER METER PER CITY OF RENTON STD. PLAN
320.3. SEE SHEET BT120-LRP101-205 FOR BACKFLOW
PREVENTER.
INSTALL FULL DEPTH RECTANGULAR PATCH TO MATCH
EXISTING PAVEMENT THICKNESS
5
7
30
33
40
41
43
53
1.SEE SHEET BT120-UWP100 FOR GENERAL NOTES.
2.SEE SHEET BT120-LRP101-205 FOR LANDSCAPE
IRRIGATION PLAN.
3.SEE SHEET BT120 MPP121-321 FOR MECHANICAL-
PLUMBING.
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
WATER PLANS
S RENTON TRANSIT CENTER
BT120-UWP201
BT120
216 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:
04
/
1
3
/
2
6
|
12
:
0
3
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
W
P
2
0
1
-
2
0
5
.
D
W
G
S1-BT120-UWP201-205 FACILITY ID:
Xrefs:
xBRT-CUD05-TB22x34
xS1-BT120-VSF100
xS1-BTP120-UCN001
xS1-BT120-GZK020
xS1-BT120-UWP001
xS1-BT120-CPP001
xS1-BT120-RPP001
xS1-BT120-VRX001
xS1-BT120-CAP001
xS1-BT120-USP001
xS1-BT120-CDP001
xS1-BT120-APP211
dS1-BT120-UCV001
GB-SEAL-MR46378
xS1-BT120-GZK010
xS1-BT120-CZN002
xS1-BT120-CZN003
12" DI WATER MAIN. SEE
PROFILE 'A' ON SHEET
BT120-UWV102 FOR WATER
MAIN PROFILE
MATCHLINE:
SEE DWG BT120-UWP203
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-
U
W
P
1
0
2
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
SEE PROFILE 'D' ON
BT120-UWV103 FOR
HYDRANT PROFILE
2" SERVICE LINE
FF=28.17
106
KEY MAP
107
MATCHLINE:
NOT USED THIS SERIES
SOUTH DRIVEWAY
NORTH DRIVEWAY
FOR PRIVATE
GROUND HYDRANTS
MA
T
C
H
L
I
N
E
:
S
E
E
D
W
G
B
T
1
2
0
-
U
W
P
2
0
2
B
CoR Permit Revision - CNWD #001MRMRMS10/24/2025A
CNWD #004
B
MRMRMS03/20/2026B
B
04/14/2026
DEVELOPMENT ENGINEERING
msippo 04/22/2026 W-433207
LU
A
2
4
-
0
0
0
2
3
3
PR
2
1
-
0
0
0
0
9
5
WT
R
-
2
7
-
4
3
3
2
C2
4
0
0
2
1
2
3
SD
WW
FO
FO
FO
EE
E E E E E E E E E E
W W W W W
S
D
S
D
S
D
S
D
SD
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
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
2'1
0
"
2'3
"
1'
10"
8"10"
5'
9
"
5'8
"4'8
"
5'1
1
"
3'
1
1
"
4'1
"
S
S
SS
S
S
SS
SS
6'
0
"
6'
3
"
6'
6
"
7'0
"
7'
2
"
7'
9
"
^
^
^
^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
W
W W W W W W W W W W W W W W W W
W
W
W
W
W W W W W W W W W W W W W
SS
SS
SS
SS
SS
SS
1
S TC 614+12.33, 8.30' R
12" 45° BEND, RJxRJ
S TC 612+87.67, 2.99' R
12" 11.25° V BEND, RJxRJ
S TC 617+94.47, 7.00' R
12" 22.5° V BEND, RJxRJ
S TC 617+86.64, 7.00' R
12" 22.5° V BEND, RJxRJ
37
S TC 614+26.55, 7.05' R
12"x8" TEE, FLxFL
33
N TC 513+99.69, 11.50' R
END PIPE CASING
S TC 614+26.48, 10.50' L
BEGIN PIPE CASING
S TC 617+96.16, 7.00' R
BEGIN PIPE CASING
S TC 613+75.58, 3.01' R
33
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
32
32
30
40 41 40 40
N TC 514+15.76, 25.33' L
BEGIN PIPE CASING
N TC 514+16.15, 41.33' L
END PIPE CASING33
N TC 514+15.39, 10.09' L
8" 45° BEND, RJxRJ
32
N TC 513+99.25, 6.83' R
8" 45° BEND, RJxRJ
30 N TC 514+19.86, 46.71' L
CONNECT TO EXISTING MAIN
53
53
32
N TC 514+16.28, 46.67' L
8" 90° BEND, RJxRJ
1 INSTALL WATER MAIN PER CITY OF RENTON STD. PLAN
300.0
ADJUST METER OR VALVE TO GRADE
INSTALL GATE VALVE (FLXRJ)
INSTALL CONCRETE BLOCKING FOR HORIZONTAL
FITTINGS PER CITY OF RENTON STD. PLAN 330.1
INSTALL STEEL PIPE CASING PER CITY OF RENTON STD.
PLAN 300.8
INSTALL CONCRETE BLOCKING FOR VERTICAL FITTINGS
WITH RESTRAINED JOINTS PER CITY OF RENTON STD.
PLAN 330.3
INSTALL 3/4" GROUND HYDRANT SET FLUSH IN FINISHED
GROUND. SEE SHEET BT120-UWD101 FOR GROUND
HYDRANT DETAIL.
INSTALL 1" NON-POTABLE WATER PIPE AT A MINIMUM
DEPTH OF 36"
INSTALL FULL DEPTH RECTANGULAR PATCH TO MATCH
EXISTING PAVEMENT THICKNESS
13
CONSTRUCTION NOTES:
30
32
33
37
40
41
53
1.SEE SHEET BT120-UWP100 FOR GENERAL NOTES.
2.SEE SHEET BT120-LRP101-205 FOR LANDSCAPE
IRRIGATION PLAN.
3.SEE SHEET BT120 MPP121-321 FOR MECHANICAL-
PLUMBING.
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
WATER PLANS
S RENTON TRANSIT CENTER
BT120-UWP202
BT120
217 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:
04
/
1
3
/
2
6
|
12
:
0
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
W
P
2
0
1
-
2
0
5
.
D
W
G
S1-BT120-UWP201-205 FACILITY ID:
Xrefs:
xBRT-CUD05-TB22x34
xS1-BT120-VSF100
xS1-BTP120-UCN001
xS1-BT120-GZK020
xS1-BT120-UWP001
xS1-BT120-CPP001
xS1-BT120-RPP001
xS1-BT120-VRX001
xS1-BT120-CAP001
xS1-BT120-USP001
xS1-BT120-CDP001
xS1-BT120-APP211
dS1-BT120-UCV001
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
W
P
2
0
1
MATCHLINE:
SEE DWG BT120-UWP204
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-
U
W
P
1
0
6
WATER MAIN TO BE
REMOVED. SEE
SHEET BT120-UCP204
12 IN. DI WATER
SEE PROFILE 'B' ON SHEET
BT120-UWV102 FOR WATER
MAIN PROFILE
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
8" DI WATER MAIN. SEE PROFILE 'A'
ON SHEET BT120-UWV105 FOR
WATER MAIN PROFILE
2-12"
1-8"
INSTALL ETHAFOAM
PAD BETWEEN
WATER AND SD PIPES
B
CoR Permit Revision - CNWD #001MRMRMS10/24/2025A
CNWD #004B03/20/2026 MSMR MR
15' UTILITIES EASEMENT
EASEMENT
1-8"
B
B
04/14/2026
EXISTING WATER MAIN TO BE CUT AND
INSTALLATION OF 8" GATE VALVE TO BE
INSTALLED FIRST TO PROVIDE WATER MAIN
SHUT OFF, AND TO ALLOW INSTALLATION OF
CASING AND NEW WATER MAIN.
DEVELOPMENT ENGINEERING
msippo 04/22/2026 W-433208
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
WT
R
-
2
7
-
4
3
3
2
1.VERIFY DEPTHS AND HORIZONTAL LOCATIONS
OF ALL UTILITIES.
2.WATER MAINS ARE ASSUMED TO HAVE 4' OF
COVER FOR 12" PIPE AND 3' OF COVER FOR 8"
PIPE UNLESS OTHERWISE SHOWN ON THE
PLANS.
3.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.
4.PROVIDE 10' HORIZONTAL SEPARATION FROM
PARALLEL STORM LINES OR SEWER LINES
PER DEPARTMENT OF ECOLOGY STATE OF
WASHINGTON, CRITERIA FOR SEWAGE WORKS
DESIGN (ORANGE BOOK). WATER AND SEWER
OR STORM DRAIN SHALL HAVE 18" MINIMUM
VERTICAL SEPARATION.
5.WATER LINES SHALL BE PROTECTED FOR
SEWER LINES OR STORM LINES PASSING
OVER WATER LINES. SEE SPECIAL
REQUIREMENTS PER DEPARTMENT OF
ECOLOGY STATE OF WASHINGTON, CRITERIA
FOR SEWAGE WORKS DESIGN (ORANGE
BOOK) C1-9.1.4.B.
6.ALL NEW DUCTILE-IRON WATER MAINS SHALL
BE RESTRAINED-JOINT PIPES. GASKETS FOR
PUSH-ON JOINT PIPE WITH INTEGRALLY
MOLDED STEEL OR METAL TEETH ARE NOT
ALLOWED AS SUBSTITUTES FOR
RESTRAINED-JOINT PIPES.
7.ALL FITTINGS AND VALVES WITH MECHANICAL
ENDS SHALL HAVE A WEDGE-TYPE
RESTRAINED RETAINER GLAND (E.G"
MEGALUG SERIES 1100, ROMAC ROMAGRIP,
OR APPROVED EQUAL) IN ADDITION TO
CONCRETE THRUST BLOCKS.
GENERAL NOTES:
5
10
15
20
25
30
35
5
10
15
20
25
30
35
27
.
1
GR
A
D
Y
1
5
5
+
4
4
.
4
8
,
1
2
.
0
5
'
L
12
"
x
8
"
T
E
E
,
F
L
x
F
L
IE
2
1
.
9
1
GR
A
D
Y
1
5
5
+
4
4
.
4
8
,
9
.
4
1
'
L
T
8"
4
5
°
B
E
N
D
,
R
J
x
R
J
W/
V
E
R
T
I
C
A
L
R
O
T
A
T
I
O
N
IE
2
1
.
9
1
GR
A
D
Y
1
5
5
+
4
7
.
2
4
,
6
.
6
4
'
L
T
8"
4
5
°
B
E
N
D
,
R
J
x
R
J
W/
V
E
R
T
I
C
A
L
R
O
T
A
T
I
O
N
IE
2
0
.
2
2
GR
A
D
Y
1
5
5
+
4
7
.
1
6
,
4
.
6
4
'
L
T
8"
S
L
E
E
V
E
,
R
J
2 LF 8" DI
3 LF 8" DI
EXIST GRADE
2 LF 8" DI
EX 8" WATER
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
EXIST GRADE
FINISH GRADE
45 LF CASING
IN AREAS OF FILL, NEW ROADWAY
SUBGRADE SHALL BE FILLED AND
COMPACTED BEFORE EXCAVATION FOR
INSTALLATION OF NEW WATER MAIN (TYP)
26
.
3
8
26
.
4
0+00
26
.
3
0
26
.
3
26
.
1
1
26
.
1
26
.
0
5
26
.
0
26
.
3
3
26
.
3
1+00
26
.
1
6
26
.
2
26
.
2
5
26
.
3
1+50
23 LF 8" DI
66 LF 8" DI
EX 8" WATER
S
T
C
6
1
4
+
2
6
.
5
5
,
7
.
0
5
'
R
T
12
"
X
8
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STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
UTILITIES
WATER PROFILE
S RENTON TRANSIT CENTER
BT120-UWV105
BT120
225 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:
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S1-BT120-UWV101-105 FACILITY ID:
Xrefs:
xBRT-CUD05-TB22x34
dS1-BT120-UCV001
GB-SEAL-MR46378
20 40
SCALE IN FEET
01020
(1" = 20')
SCALE IN FEET
02.5 55 10
(1" = 5')
(HOR.)
(VERT.)
8" WATER MAIN ALONG NTC
SCALE: H 1:20, V 1:5
A
BT120-UWP202
8" WATER MAIN AT GRADY
SCALE: H 1:20, V 1:5
B
BT120-UWP104
B
CoR Permit Revision - CNWD #001MRMRMS10/24/2025A
CNWD #004MRMRMS03/20/2026B
B
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04/14/2026
DEVELOPMENT ENGINEERING
msippo 04/22/2026 W-433216
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