HomeMy WebLinkAboutAPPROVED_SRTC_CCP_DC4A
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4'
9
"
H
H
W
W
W
W
W
1
12" DI WATER
SEE PROFILE 'A' ON
BT120-UWV101
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EX. ROW (TYP)
EX. PARCEL BOUNDARY (TYP)
CL BT120-C-GRADYWAY
RAINIER 200+96.38, 30.81' R
12" 45° HORIZONTAL BEND, RJxRJ
W/ VERTICAL ROTATION
RAINIER 200+44.72, 88.18' R
12" 11.25° BEND, RJxRJ
S
S
RAINIER AVE S
S
G
R
A
D
Y
W
A
Y
RAINIER 201+24.65, 30.21' R
12" TEE, FL
32 32
47
G
R
A
D
Y
1
4
9
+
0
0
GRADY 150+00
G
R
A
D
Y
1
5
1
+
0
0
RAINIER 200+00
RAINIER 201+00 RAINIER 202+00
RAINIER 203+00
RAINIER
2
0
4
+
0
0
RAINIER STA 200+00.07
= GRADY STA 150+00.02
W
W
W
W
W
8
32
RAINIER 200+90.42, 37.43' R
12" 11.25° V BEND, RJxRJ
37
CONSTRUCTION NOTES:
INSTALL WATER MAIN PER CITY OF RENTON STD. PLAN
300.0
INSTALL 12" POLYPIGGING STATION PER CITY OF RENTON
STD. PLAN 300.7
INSTALL CONCRETE BLOCKING FOR HORIZONTAL
FITTINGS PER CITY OF RENTON STD. PLAN 330.1
INSTALL GATE VALVE (FLXMJ)
INSTALL CONCRETE BLOCKING FOR VERTICAL FITTINGS
WITH RESTRAINED JOINTS PER CITY OF RENTON STD.
PLAN 330.3
INSTALL 12"X12" TAPPING TEE (FL) AND 12" TAPPING GATE
VALVE (FLXMJ) PER CITY OF RENTON STD. PLAN 300.6
1
32
36
8
37
47
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
RAINIER STA 200+00 TO RAINIER STA 204+00
BT120-UWP101
BT120
211 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
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
04
/
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0
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2
6
|
11
:
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1
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0
-
U
W
P
1
0
1
-
1
0
6
.
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W
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S1-BT120-UWP101-106 FACILITY ID:
Xrefs:
xBRT-CUD05-TB22x34
xS1-BTP120-ASP001
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
GB-SEAL-MR46378
xS1-BT120-GZK010
xS1-BT120-CZN002
xS1-BT120-CZN003
MA
T
C
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L
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E
:
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A
I
N
I
E
R
S
T
A
2
0
4
+
0
0
SE
E
D
W
G
B
T
1
2
0
-
U
W
P
1
0
2
MATCHLI
N
E
:
G
R
A
D
Y
S
T
A
1
5
1
+
0
0
SEE DWG
B
T
1
2
0
-
U
W
P
1
0
4
MATCH
L
I
N
E
SEE D
W
G
B
T
1
2
0
-
U
W
P
2
0
5
MATCHLINE
SEE DWG BT120-UWP205
103
106
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 GRA
D
Y
WAY
105
101 104
102
KEY MAP
107
A
A
A
A
04/23/2026
04/23/2026 MR MF MR CNWD #009
WATER UTILITY
ABDOUL GAFOUR 04/28/2026
DEVELOPMENT ENGINEERING
msippo 05/01/2026
W-433202
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 (QL) D
PER ASCE 38-02 STANDARD GUIDELINE FOR
THE COLLECTION AND DEPICTION OF
EXISTING UTILITY SUBSURFACE DATA EXCEPT
WHEN HIGHER QUALITY LEVEL NOTED. .
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
.
9
150+75
27
.
7
151+00
27
.
6
27
.
7
27
.
7
27
.
8
152+00
27
.
8
27
.
8
27
.
7
27
.
7
153+00
27
.
7
27
.
6
27
.
6
27
.
5
154+00
27
.
5
27
.
5
27
.
5
27
.
5
155+00
27
.
5
27
.
4
27
.
3
27
.
2
156+00
27
.
0
156+25
EXIST GRADE
14 LF 12" DI
323 LF 12" DI 48 LF 12" DI
10 LF 12"DI
21 LF 12" DI
10 LF 12" DI
12 LF 12" DI
EX
1
8
"
S
S
EX
C
O
M
M
EX
C
O
M
M
EX
C
O
M
M
EX
C
O
M
M
256 LF 12" DI
GR
A
D
Y
1
5
1
+
0
1
.
0
2
,
1
7
.
7
9
'
L
T
=R
A
I
N
I
E
R
2
0
0
+
4
1
.
2
1
,
9
3
.
9
4
'
R
T
12
"
2
2
.
5
°
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N
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,
R
J
x
R
J
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2
2
.
0
5
GR
A
D
Y
1
5
1
+
1
4
.
9
9
,
1
2
.
0
0
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L
T
12
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2
2
.
5
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,
R
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x
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2
1
.
8
6
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A
D
Y
1
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+
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,
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2
.
0
4
'
L
T
6"
F
I
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,
F
L
x
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2
2
.
0
0
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A
D
Y
1
5
5
+
4
4
.
4
8
,
1
2
.
0
5
'
L
T
12
"
x
8
"
T
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E
,
F
L
x
F
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2
1
.
7
4
GR
A
D
Y
1
5
5
+
3
1
.
4
3
,
1
2
.
0
5
'
L
T
12
"
1
1
.
2
5
°
V
B
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D
,
R
J
x
R
J
IE
2
1
.
7
2
GR
A
D
Y
1
5
5
+
2
0
.
6
1
,
1
2
.
0
5
'
L
T
12
"
1
1
.
2
5
°
V
B
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N
D
,
R
J
x
R
J
IE
1
9
.
2
2
GR
A
D
Y
1
5
4
+
9
8
.
5
4
,
1
2
.
0
5
'
L
T
12
"
1
1
.
2
5
°
V
B
E
N
D
,
R
J
x
R
J
IE
1
9
.
2
2
GR
A
D
Y
1
5
4
+
8
8
.
0
6
,
1
2
.
0
5
'
L
T
12
"
1
1
.
2
5
°
V
B
E
N
D
,
R
J
x
R
J
IE
2
1
.
7
4
WATER SERVICE LINE
4'
M
I
N
CO
V
E
R
EX
W
TO
B
E
R
E
M
O
V
E
D
TO
B
E
R
E
M
O
V
E
D
EX
1
2
"
S
D
CENTER PROPOSED PIPE
BENEATH EXISTING PIPE TO
MAXIMIZE EXTENT FEASIBLE
5
10
15
20
25
30
35
5
10
15
20
25
30
35
27
.
0
156+25
27
.
2
26
.
9
27
.
1
157+00
26
.
9
26
.
8
26
.
8
26
.
9
158+00
26
.
8
26
.
7
158+50
EXIST GRADE
9 LF 12" DI256 LF 12" DI
GR
A
D
Y
1
5
8
+
1
2
.
3
2
,
1
2
.
0
8
'
L
T
12
"
C
A
P
A
N
D
12
"
P
O
L
Y
P
I
G
G
I
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G
S
T
A
T
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2
1
.
3
5
GR
A
D
Y
1
5
8
+
0
2
.
3
3
,
1
2
.
0
8
'
L
T
6"
F
I
R
E
H
Y
D
R
A
N
T
L
A
T
E
R
A
L
IE
2
1
.
3
6
5
10
15
20
25
30
35
5
10
15
20
25
30
35
28
.
8
200+25
29
.
0
29
.
2
29
.
4
201+00
29
.
5
29
.
7
201+50
RA
I
N
I
E
R
2
0
0
+
4
1
.
2
1
,
9
3
.
9
4
'
R
T
=G
R
A
D
Y
1
5
1
+
0
1
.
0
2
1
7
.
7
9
'
L
T
12
"
2
2
.
5
°
B
E
N
D
,
R
J
x
R
J
IE
2
2
.
0
5
RA
I
N
I
E
R
2
0
0
+
4
4
.
7
2
,
8
8
.
1
8
'
R
T
12
"
1
1
.
2
5
°
B
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N
D
,
R
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x
R
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IE
2
2
.
0
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I
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R
2
0
0
+
9
6
.
3
8
,
3
0
.
8
1
'
R
T
12
"
4
5
°
B
E
N
D
,
R
J
x
R
J
W/
V
E
R
T
I
C
A
L
R
O
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A
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IE
2
2
.
3
8
RA
I
N
I
E
R
2
0
1
+
2
4
.
6
5
,
3
0
.
2
1
'
R
T
12
"
T
E
E
.
F
L
IE
2
2
.
4
1
EX
E
(
Q
L
-
D
)
EX
E
(
Q
L
-
D
)
EX
E
(
Q
L
-
D
)
EX
C
O
M
M
(
Q
L
-
B
)
EX
E
(
Q
L
-
B
)
EX
C
O
M
M
(
Q
L
-
B
)
EXIST GRADE
27 LF 12" DI
6 LF 12" DI
RA
I
N
I
E
R
2
0
1
+
1
9
.
1
1
,
3
0
.
2
2
'
R
T
12
"
P
O
L
Y
P
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2
2
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0
RA
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R
2
0
0
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9
0
.
4
2
,
3
7
.
4
3
'
R
T
12
"
1
1
.
2
5
°
B
E
N
D
,
R
J
x
R
J
IE
2
0
.
7
6
68 LF 12" DI
8 LF 12" DI
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 PROFILE
S RENTON TRANSIT CENTER
BT120-UWV101
BT120
221 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:
04
/
2
0
/
2
6
|
11
:
0
2
A
M
|
MR
O
U
G
H
C:
\
P
W
W
O
R
K
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\
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A
C
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B
S
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B
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S1-BT120-UWV101-105 FACILITY ID:
Xrefs:
xBRT-CUD05-TB22x34
dS1-BT120-UCV001
GB-SEAL-MR46378
SCALE IN FEET
02.5 55 10
(1" = 5')
(HOR.)
(VERT.)
CONTINUED
BELOW LEFT
CONTINUED
FROM BELOW
RIGHT
CONTINUED
ABOVE RIGHT
CONTINUED
FROM ABOVE
LEFT
12" WATER MAIN AT RAINIER AND GRADY INTERSECTION
SCALE: H 1:20, V 1:5
A
BT120-UWP101
12" WATER MAIN ALONG GRADY WAY
SCALE: H 1:20, V 1:5
C
BT120-UWP105
12" WATER MAIN ALONG GRADY WAY
SCALE: H 1:20, V 1:5
B
BT120-UWP104
B
CoR Permit Revision - CNWD #001MRMRMS10/24/2025A
20
B
B
B
04/23/2026
04/23/2026 MR MF MR CNWD #009
PROVIDE 12-INCH VERTICAL CLEARANCEBETWEEN TOP OF WATER MAIN ANDBOTTOM OF CONDUITS
WI
T
H
C
O
N
C
R
E
T
E
B
L
O
C
K
WI
T
H
C
O
N
C
R
E
T
E
B
L
O
C
K
WI
T
H
C
O
N
C
R
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T
E
B
L
O
C
K
WI
T
H
C
O
N
C
R
E
T
E
B
L
O
C
K
WATER UTILITY
ABDOUL GAFOUR 04/28/2026
DEVELOPMENT ENGINEERING
msippo 05/01/2026
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
WT
R
-
2
7
-
4
3
3
2
W-433212