HomeMy WebLinkAboutAPPROVED_KC I-Line_CCP_DC6GENERAL 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
198
196
198
200
202
196
190
192
194
202
200
198
196
192
1
9
4
194
200
182
184
186
188
1
8
6
1
8
4
1
8
2
188
190192
194
196
198
200
190
186
18
6
186
192
194
196
19
4
24+00 25+00 26+00 27+00 28+00
29+00
SDCB (1-30) CONC INLET 22TAL-21 25+46.98, 33.60 LT
RIM EL = 195.00
IE = 191.97 (12" N) OUT
19 LF 12" DI SD
SDCB (1-60) CONC INLET 22TAL-21 25+97.65, 17.01 LT
RIM EL = 193.06
IE = 191.40 (6" NW) OUT
SDCB (1-61) TYPE 1
TAL-21 25+32.69, 21.30 LT
RIM EL = 195.07
8 13
IE = 191.19 (12" S) IN
IE = 192.90 (12" NE) IN
IE = 191.20 (12" SW) OUT
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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
S
2
3
R
D
S
T
(TAL-21-LINE)
TA
L
B
O
T
C
R
E
S
T
D
R
S
RENTON SEGMENT
DRAINAGE PLAN
TAL-21 24+00 TO TAL-21 29+00
1DR.08
221
J. GREEN
H. JOHNSON
J. ETULAIN
4
5 17212
R-4214221
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17
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RFI 01011
11
1
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1
1
1
1
1
07/16/26
DEVELOPMENT ENGINEERING
msippo 07/17/2026
10
20
30
40
50
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10
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50
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10
20
30
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10
20
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50
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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
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EX GRADE
FINISH GRADE
FINISH GRADE
EX GRADE
10
20
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40
50
60
10
20
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50
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19 LF 12" PP SD @ 0.50%
118 LF 12" PP SD @ 0.50%
EX
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.
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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
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(
1
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0
)
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C
I
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L
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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
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EX GRADE
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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'
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+33 TO 25+47
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
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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
RFI 01011
1
07/16/26
DEVELOPMENT ENGINEERING
msippo 07/17/2026