HomeMy WebLinkAboutAPPROVED_KC I-Line_CCP_DC3_2026051819+00 20+00 21+00 22+00 23+00
202305-9008
192305-9001
72
3
1
6
0
-
0
5
9
5
C
CUT CUT CUT CUT CUT CU
T
CUT CUT CUT CUT CUT
C
U
T
C
U
T
CUT CUT CUT CUT CUT CUT CUT
SDSDSDSDSDSDSDSDSD
SD
SDSDSDSDSDSD
SD
SD
1
1C9.04
6
-3
.
1
%
-1
.
9
%
-2
.
2
%
-2
.
3
%
-2
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0
%
30 30
30
35
-1
.
5
%
-3
.
1
%
-1
.
2
%
-1
.
3
%
-0.6%
BOS 31.90
BOS 31.99 BOS 31.81
BOS 32.26
BOS 32.44
TOC 33.21
BOS 33.20
TOC 33.11
FL 31.28 FL 31.37 FL 31.21FL 31.36
FL 31.64 FL 31.82TOC 32.32TOC 32.14
TOC 31.70 TOC 31.71TOC 31.87TOC 31.78
FG 32.14
MATCH EX
FG 32.08
MATCH EX
FG 32.04
MATCH EX
FG 31.68
MATCH EX FG 31.95
MATCH EX
FG 32.31
MATCH EX FG 32.52
MATCH EX
FG 32.71
MATCH EX
BOS 32.44
MATCH EX
BOS 32.67
MATCH EX
BOS 32.75
MATCH EX
BOS 32.71
MATCH EX
TOC 32.78
MATCH EX TOC 32.81
MATCH EX
TOC 32.64
MATCH EX
TOC 32.39
MATCH EX
TAL-B 19+13.95, 41.73' RT
LP
TAL-B 19+64.50, 41.74' RT
HP TAL-B 20+46.21, 42.01' RT
LP
FL 31.17
TAL-B 20+75.63, 43.17' RT
GRADE BREAK
FL 31.43
FG 31.70
MATCH EX
FG 31.93
MATCH EX
FG 32.33
MATCH EX
FG 32.01
MATCH EX
TAL-B 22+49.71, 87.53' RT
END CURB AND GUTTER
MATCH EX
FL 32.68
BOS 33.29
MATCH EX
FG 32.82
MATCH EX
BOS 32.87
FL 32.61
-1
.
8
%
-1
.
7
%
TOC 33.23
BOS 31.93
TOC 31.93
FL 31.24
FL 31.42
-1
.
5
%
GRADING GENERAL NOTES
1.ALL CURB HEIGHTS TO BE 6" UNLESS OTHERWISE NOTED.
2.SEE ROW, SURVEY CONTROL & ALIGNMENT PLANS FOR ROW
INFORMATION.
3.SEE PAVING PLANS FOR EXACT LOCATION OF PROPOSED CIVIL
IMPROVEMENTS.
4.GRADING ELEVATIONS PROVIDED AT KEY DESIGN POINTS AND 50 FOOT
STATION INTERVALS.
5.SEE LANDSCAPING PLANS FOR PLANTING LAYOUT.
6.SEE STRUCTURAL PLANS FOR LIMIT AND TYPE OF RETAINING WALL.
7.SEE STATION PLANS FOR LIMIT OF STATION AREA AND PEDESTRIAN
GUARDRAIL.
8.SEE STATION PLANS FOR GRADING AT STATIONS INCLUDING LOCATION
OF FOUNDATIONS FOR SHELTERS AND TECH PYLONS.
9.SEE PAVING PLANS FOR LIMIT OF CONCRETE BUS PAD.
10.SEE DRIVEWAY PLANS FOR DRIVEWAY GRADING AND LIMITS OF
DRIVEWAY CONFORMS.
11.SEE CURB RAMP PLANS FOR CURB RAMP GRADING.
12.NEGATIVE SLOPE VALUES ARE SHOWN IN THE DOWNHILL DIRECTION.
HMA FULL DEPTH
HMA OVERLAY
CEMENT CONCRETE
CEMENT CONCRETE CROSSWALK
LANDSCAPING
DETECTABLE WARNING SURFACE
RETAINING WALL
PEDESTRIAN GUARDRAIL
FENCE
RIGHT OF WAY (PROPOSED)
EXISTING SLOPE
PROPOSED SLOPE
GRADING LEGEND
X.X%
X.X%
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No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473K. CHANG YUEN
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 20'
0'
TALBOT RD S
I
-
4
0
5
S
B
O
F
F
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A
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(TAL-B-LINE)
S
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P
L
RENTON SEGMENT
GRADING PLAN
TAL-B 18+50 TO TAL-B 23+50
1C10.06
156
A. VILLAR
C. WILCOX
B. HORN
CURB RETURN SCHEDULE
1
RETURN #PC - STA, OFFSET PT - STA, OFFSET RADIUS LENGTH DELTA PC 1/4 1/2 3/4 PT
TAL-B 22+12.95, 44.64' RT TAL-B 22+47.49, 73.97' RT 35.00'49.28'80°40'33"32.20 32.29 32.38 32.48 32.58
1C6.08
-
1C6.08
-
R-4214156
TE
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-
4
0
-
4
2
1
4
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D
-
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2
1
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A
2
2
-
0
0
0
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0
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2
C2
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2
8
DCR #8 - DRAINAGE UPDATES KLC AHV 04-02-261
1
04/06/2026
WATER UTILITY
ABDOUL GAFOUR 05/04/2026
Surface Water Enginering
jfarah 05/04/2026
DEVELOPMENT ENGINEERING
msippo 05/18/2026
GENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD
PLAN 400.2
INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF
RENTON PWD STD PLAN 203.00
INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON
PWD STD PLAN 204.40
INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON
PWD STD PLAN 204.10
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1, DRAWING NO. 1DRD.03
INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF
EXISTING STORM DRAINAGE PIPE
INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD
PLAN 200.30
INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN
400.1
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES
LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK
SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER
PROJECT SPECIFICATIONS.
17
18
19
20
21
22
23
34
32
32
3
2
32
32
32
32
32
32
32
3
2
34
3
4
34
3
4
3
2
32
32
32
34
34
32
32
32
30
30
32
32
19+00 20+00 21+00 22+00 23+00
SD
S
D
SD
EX SDCB (1-E11)1TAL-B 20+46.20, 41.08 RT
RIM EL = 31.19
IE = 28.60 (12" E)
SDCB (1-29) CONC INLET 22TAL-B 19+13.95, 40.89 RT
RIM EL = 31.26
IE = 25.85 (12" SE)
SDCB (1-28B) CB TYPE 2-54"
TAL-B 19+40.70, 3.53 RT
RIM EL = 32.17
9 13
IE = 25.61 (36" S)
IE = 25.61 (12" W)
IE = 25.61 (36" N)
SDCB (1-28D) CB TYPE 2-48"
TAL-B 20+32.31, 3.57 RT
RIM EL = 32.06
139
IE = 28.53 (12" W) IN
IE = 28.53 (12" NW) OUT
SDCB (1-28C) CB TYPE 2-54"
TAL-B 20+09.14, 3.54 RT
RIM EL = 32.11
9 13
IE = 27.11 (12" SW)
IE = 25.61 (36" N)
FCS (1-28A) SDMH 54"
TAL-B 18+72.40, 3.53 RT
RIM EL = 32.32
169
IE = 25.61 (12" W)
IE = 25.61 (36" S)
48 LF 12" PP SD
2 LF 36" SRPE SD
39 LF 12" PP SD
2 LF 36" SRPE SD
2 LF 36" SRPE SD
60 LF 48" SRPE SD
40 LF 12" DI SD
6 LF 12" PP SD
7 LF 12" PP SD
2 LF 36" SRPE SD
EX SDMH (1-E2)2TAL-B 18+60.56, 50.04 RT
RIM EL = 32.00
IE = 23.80 (12" E)
IE = 21.60 (18" S)
60 LF 48" SRPE SD
OUT
IN
OUT
IE = 23.55 (15" W) OUT
OUT
IN
OUT
IN
IN
IN
IN
SDCB (1-53) TYPE 2-48"9TAL-B 19+40.71, 13.08 RT
RIM EL = 31.98
IE = 25.66 (12" NW) IN
IE = 25.66 (12" E) OUT
10 LF 12" PP SD
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:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473K. CHANG YUEN
33200
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S
I
-
4
0
5
S
B
O
F
F
-
R
A
M
P
(TAL-B-LINE)
S
R
E
N
T
O
N
V
I
L
L
A
G
E
P
L
RENTON SEGMENT
DRAINAGE PLAN
TAL-B 18+50 TO TAL-B 23+50
1DR.06
219
J. GREEN
H. JOHNSON
J. ETULAIN
TREATMENT MW (1-2)
TAL-B 20+21.84, 3.53 RT
RIM EL=32.68
IE=28.51 (12" S) IN
IE=27.18 (12" N) OUT
7
7
5
1
15
21
R-4214219
TE
D
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4
0
-
4
2
1
4
TE
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-
4
0
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4
2
1
4
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A
2
2
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2
6
0
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2
1
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0
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3
2
C2
1
0
0
1
1
2
8
DCR 8- DRAINAGE STRUCTURE UPDATES1
1
1
1
04/29/26
WATER UTILITY
ABDOUL GAFOUR 05/04/2026
DEVELOPMENT ENGINEERING
msippo 05/18/2026
GENERAL NOTES
ADJUST INLET OR CATCH BASIN TO GRADE
ADJUST MANHOLE TO GRADE
ADJUST STORM DRAIN MANHOLE WITH 1' RISER
REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
CONNECTION TO EXISTING DRAINAGE STRUCTURE
INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD
PLAN 400.2
INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF
RENTON PWD STD PLAN 203.00
INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON
PWD STD PLAN 204.40
INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON
PWD STD PLAN 204.10
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT
INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
CONNECTION TO EXISTING PIPE
INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1, DRAWING NO. 1DRD.03
INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF
EXISTING STORM DRAINAGE PIPE
INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD
PLAN 200.30
INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN
400.1
STORM DRAINAGE NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2.ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES
LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK
SHALL BE FITTED WITH A NON-SLIP OR NON-SKID COVER PER
PROJECT SPECIFICATIONS.
17
18
19
20
21
22
23
1
1
2
11
0
108
108
106
104
108
11
0
112 112
108
106
112
110
110
104
106
108
11
0
86+00 87+00 88+00 89+00 90+00 91+00
UD UD UD
UDUD
S
D
SDCB (1-35) TYPE 1
TAL-21 89+06.29, 21.15 RT
RIM EL = 108.45
118
IE = 105.97 (12" E) OUT
SDCB (1-36) TYPE 1
TAL-21 88+86.31, 21.07 LT
RIM EL = 108.46
128
IE = 105.73 (12" W) IN
IE = 105.73 (12" E) OUT
SDCB (1-52) TYPE 1
TAL-21 88+86.22, 25.85 LT
RIM EL = 108.99
138
IE = 105.60 (12" W) IN
IE = 105.60 (12" S) IN
IE = 105.60 (12" N) OUT
47 LF 12" DI SD
5 LF 12" DI SDSDCB (1-32) TYPE 1
TAL-21 88+11.86, 24.14 LT
RIM EL = 108.48
8 13
IE = 104.71 (12" S) IN
IE = 105.38 (4" E) IN
IE = 104.71 (12" N) OUT
C:
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N
.
d
w
g
;
X
-
R
O
W
_
P
R
O
P
.
d
w
g
;
X
-
R
O
W
_
R
E
N
T
O
N
.
d
w
g
;
X
-
S
T
A
T
I
O
N
_
R
E
N
T
O
N
.
d
w
g
;
X
-
D
R
_
R
E
N
T
O
N
.
d
w
g
;
X
-
R
D
W
Y
_
R
E
N
T
O
N
.
d
w
g
;
X
-
P
V
_
R
E
N
T
O
N
.
d
w
g
;
1
8
2
2
9
-
S
V
-
B
S
_
R
e
n
t
o
n
.
d
w
g
;
1
8
2
2
9
-
S
V
-
R
O
W
.
d
w
g
;
X
-
S
U
R
F
A
C
E
_
R
E
N
T
O
N
.
d
w
g
;
X
-
U
T
_
R
E
N
T
O
N
.
d
w
g
;
X
-
I
L
_
R
E
N
T
O
N
.
d
w
g
;
X
-
L
D
_
R
E
N
T
O
N
.
d
w
g
IM
A
G
E
S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473K. CHANG YUEN
33200
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S
(TAL-21-LINE)
RENTON SEGMENT
DRAINAGE PLAN
TAL-21 86+00 TO TAL-21 91+00
1DR.11
224
J. GREEN
H. JOHNSON
J. ETULAIN
181
18
9 LF 3" SD
9 LF 3" SD
4" PERFORATED PVC PIPE. SEE RETAINING
WALL PLAN AND ELEVATION, SHEET 1R1.04
UNDERDRAIN
IE = 106.00
AT LOW POINT OF WALL,
DAYLIGHT TO LANDSCAPED AREA
4" PERFORATED PVC PIPE. SEE
RETAINING WALL PLAN AND
ELEVATION, SHEET 1R1.03
10 LF 4" PVC UD
CLEANOUT
IE = 109.87
CLEANOUT
IE = 110.37
CLEANOUT
IE = 106.04
CLEANOUT
IE = 106.00
CLEANOUT
IE = 106.31
17
17
17
17
R-4214224
TE
D
-
4
0
-
4
2
1
4
TE
D
-
4
0
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
1 13
DCR 8- DRAINAGE STRUCTURE UPDATES1
1
1
1
04/29/26
WATER UTILITY
ABDOUL GAFOUR 05/04/2026
DEVELOPMENT ENGINEERING
msippo 05/18/2026
10
20
30
40
50
60
10
20
30
40
50
60
TR
E
A
T
M
E
N
T
M
W
(
1
-
2
)
RI
M
=
3
2
.
6
8
IE
2
8
.
5
1
(
1
2
"
S
)
IE
2
7
.
1
8
(
1
2
"
N
)
10
20
30
40
50
60
10
20
30
40
50
60
48 LF 12" PP SD @ 3.77%
2 LF 36" SRPE SD @ 0.00%
60 LF 48" SRPE SD @ 0.00%
2 LF 36" SRPE SD @ 0.00%
2 LF 36" SRPE SD @ 0.00%
60 LF 48" SRPE SD @ 0.00%
2 LF 36" SRPE SD @ 0.00%
6 LF 12" PP SD
@ 0.36%
40 LF 12" DI SD @ 0.17%
39 LF 12" PP SD @ 0.50%
EX
P
EX
2
"
G
EX
1
2
"
G
EX
2
"
G
EX
1
2
"
G
EX
2
"
G
EX
1
2
"
G
7 LF 12" PP SD @ 0.00%EX 24" W
PROP 24" W
FC
S
(
1
-
2
8
A
)
S
D
M
H
5
4
"
RI
M
3
2
.
3
2
IE
2
5
.
6
1
(
1
2
"
W
)
IE
2
5
.
6
1
(
3
6
"
S
)
EX
S
D
M
H
(
1
-
E
2
)
IE
2
3
.
8
0
(
1
2
"
E
)
IE
2
1
.
6
0
(
1
8
"
S
)
RI
M
3
2
.
0
0
SD
C
B
(
1
-
2
8
B
)
C
B
T
Y
P
E
2
-
5
4
"
RI
M
3
2
.
1
7
IE
2
5
.
6
1
(
3
6
"
S
)
IE
2
5
.
6
1
(
1
2
"
W
)
IE
2
5
.
6
1
(
3
6
"
N
)
SD
C
B
(
1
-
2
8
C
)
C
B
T
Y
P
E
2
-
5
4
"
RI
M
3
2
.
1
1
IE
2
7
.
1
1
(
1
2
"
S
W
)
IE
2
5
.
6
1
(
3
6
"
N
)
SD
C
B
(
1
-
2
8
D
)
C
B
T
Y
P
E
2
-
4
8
"
RI
M
3
2
.
0
6
IE
2
8
.
5
3
(
1
2
"
W
)
IE
2
8
.
5
3
(
1
2
"
N
W
)
SD
C
B
(
1
-
2
9
)
C
O
N
C
I
N
L
E
T
RI
M
3
1
.
2
6
IE
2
5
.
8
5
(
1
2
"
S
E
)
SD
C
B
(
1
-
2
8
B
)
C
B
T
Y
P
E
2
-
5
4
"
RI
M
3
2
.
1
7
IE
2
5
.
6
1
(
3
6
"
S
)
IE
2
5
.
6
1
(
1
2
"
W
)
IE
2
5
.
6
1
(
3
6
"
N
)
EX
S
D
C
B
(
1
-
E
1
1
)
IE
2
8
.
6
0
(
1
2
"
E
)
RI
M
3
1
.
1
9
EX 24"W
EX SD
EX 12" SD
DR
D
.
0
7
1
DR
D
.
0
5
1
SD
C
B
(
1
-
5
3
)
T
Y
P
E
2
-
4
8
"
RI
M
3
1
.
9
8
IE
2
5
.
6
6
(
1
2
"
N
W
)
IE
2
5
.
6
6
(
1
2
"
E
)
10 LF 12" PP SD @ 0.50%
IE
2
3
.
5
5
(
1
5
"
W
)
EX GRADE
FINISH GRADE
FINISH GRADE
EX GRADE
10
20
30
40
50
60
10
20
30
40
50
60
SD
C
B
(
1
-
1
7
)
T
Y
P
E
1
RI
M
2
7
.
1
7
IE
2
3
.
5
0
(
1
2
"
N
E
)
IE
2
3
.
4
9
(
1
2
"
S
W
)
SD
C
B
(
1
-
1
6
)
T
Y
P
E
1
RI
M
2
7
.
5
0
IE
2
4
.
0
9
(
1
2
"
N
E
)
IE
2
4
.
0
9
(
1
2
"
S
W
)
SD
C
B
(
1
-
1
5
)
T
Y
P
E
1
RI
M
2
7
.
8
7
IE
2
4
.
7
6
(
1
2
"
N
E
)
IE
2
4
.
7
6
(
1
2
"
S
W
)
134 LF 12" PP SD @ 0.50%58 LF 12" PP SD @ 0.50%
19 LF 12" PP SD @ 0.50%
118 LF 12" PP SD @ 0.50%
EX
T
-
T
O
B
E
R
E
L
O
C
A
T
E
D
B
Y
O
T
H
E
R
S
EX W
TO BE REMOVED
EX
W
-
T
O
B
E
R
E
M
O
V
E
D
EX
W
-
T
O
B
E
R
E
M
O
V
E
D
EX
W
-
T
O
B
E
R
E
M
O
V
E
D
EX
W
-
T
O
B
E
R
E
M
O
V
E
D
EX
W
-
T
O
B
E
R
E
M
O
V
E
D
EX
T
EX
W
-
T
O
B
E
R
E
M
O
V
E
D
PROP 6" W PROP 6" W
SD
C
B
(
1
-
1
4
)
T
Y
P
E
2
-
4
8
"
RI
M
2
8
.
0
6
IE
2
5
.
2
0
(
8
"
N
W
)
IE
2
5
.
0
5
(
1
2
"
S
W
)
EX
S
D
C
B
(
1
-
E
5
)
IE
2
3
.
4
0
(
1
2
"
N
E
)
IE
2
3
.
2
0
(
1
2
"
N
W
)
IE
2
3
.
4
0
(
6
"
N
)
IE
2
3
.
3
0
(
1
2
"
S
E
)
RI
M
2
7
.
3
9
EX GRADE
FINISH GRADE
180
190
200
210
220
230
180
190
200
210
220
230
19 LF 12" DI SD @ 4.16%
SD
C
B
(
1
-
3
0
)
C
O
N
C
I
N
L
E
T
RI
M
1
9
5
.
0
0
IE
1
9
1
.
9
7
(
1
2
"
N
)
EX
S
D
C
B
(
1
-
E
1
2
)
IE
1
9
1
.
1
9
(
1
2
"
S
)
IE
1
9
2
.
9
0
(
1
2
"
N
E
)
IE
1
9
1
.
2
0
(
1
2
"
S
W
)
RI
M
1
9
5
.
7
3
EX GRADE FINISH GRADE
90
100
110
120
130
140
90
100
110
120
130
140
5 LF 12" DI SD @ 2.66%
47 LF 12" DI SD @ 0.51%
SD
C
B
(
1
-
5
2
)
T
Y
P
E
1
RI
M
1
0
8
.
9
9
IE
1
0
5
.
6
0
(
1
2
"
W
)
IE
1
0
5
.
6
0
(
1
2
"
S
)
IE
1
0
5
.
6
0
(
1
2
"
N
)
SD
C
B
(
1
-
3
6
)
T
Y
P
E
1
RI
M
1
0
8
.
4
6
IE
1
0
5
.
7
3
(
1
2
"
W
)
IE
1
0
5
.
7
3
(
1
2
"
E
)
SD
C
B
(
1
-
3
5
)
T
Y
P
E
1
RI
M
1
0
8
.
4
5
IE
1
0
5
.
9
7
(
1
2
"
E
)
EX T
EX
W
EX
G
DE
P
T
H
U
N
K
N
O
W
N
EX
G
DE
P
T
H
U
N
K
N
O
W
N
FINISH GRADE
EX GRADE
C:
\
p
w
_
w
o
r
k
d
i
r
\
d
e
n
0
0
3
\
j
e
g
_
e
l
k
i
n
i
\
d
0
6
0
1
3
8
9
\
1
D
R
P
.
0
1
.
d
w
g
|
L
a
y
o
u
t
:
1
D
R
P
.
0
3
PL
O
T
T
E
D
:
A
p
r
2
8
,
2
0
2
6
-
0
3
:
0
6
:
2
7
p
m
B
y
e
l
k
i
n
i
XR
E
F
S
:
X
-
S
H
E
E
T
C
U
T
S
_
O
v
e
r
a
l
l
.
d
w
g
;
K
C
M
T
D
-
B
O
R
D
E
R
_
2
0
2
0
.
d
w
g
;
R
e
n
t
o
n
_
W
o
r
k
i
n
g
_
D
r
a
i
n
a
g
e
P
r
o
f
i
l
e
s
.
d
w
g
IM
A
G
E
S
:
No.REVISION DATEBYAPP'D
DESIGNED:
DRAWN:
CHECKED:
CHECKED:
APPROVED:
PROJECT NO:
CONTRACT NO:
METRO TRANSIT CAPITAL DIVISION DATE:
DRAWING NO:
SHEET NO: OF
METRO
RAPIDRIDE I LINE MARCH 2025G. FRANCO
1134237
KC001396 473K. CHANG YUEN
33200
ISSUE FOR CONSTRUCTION MARCH 2025
20'40'
HORIZONTAL SCALE
0'10'20'
VERTICAL SCALE
0'
RENTON SEGMENT
DRAINAGE PROFILES
3 OF 4
1DRP.03
233
W. HICKEY
H. JOHNSON
J. ETULAIN
SCALE:
TALBOT RD S
STA18+72 TO 20+46
DRAINAGE PROFILE
SHOWN
NOTE: SEE DRAWING 1 DR.06
SCALE:
TALBOT RD S
STA 18+72 TO 19+38
DRAINAGE PROFILE
SHOWN
NOTE: SEE DRAWING 1 DR.06
SCALE:
S GRADY WAY
STA 19+45 TO 22+74
DRAINAGE PROFILE
SHOWNNOTE: SEE DRAWING 1 DR.03
SCALE:
TALBOT RD S
STA 25+69 TO 25+71
DRAINAGE PROFILE
SHOWN
NOTE: SEE DRAWING 1 DR.08
SCALE:
TALBOT RD S
STA 88+90 TO 89+15
DRAINAGE PROFILE
SHOWN
NOTE: SEE DRAWING 1 DR.11
SAME STRUCTURE
R-4214233
TE
D
-
4
0
-
4
2
1
4
TE
D
-
4
0
-
4
2
1
4
LU
A
2
2
-
0
0
0
2
6
0
PR
2
1
-
0
0
0
1
3
2
C2
1
0
0
1
1
2
8
DCR 8- DRAINAGE STRUCTURE UPDATES1
1
1
1
1 1
1
04/29/26
WATER UTILITY
ABDOUL GAFOUR 05/04/2026
DEVELOPMENT ENGINEERING
msippo 05/18/2026