HomeMy WebLinkAboutEx. 51 Renton Comments on Metro's 60% Design Drainage PlanHD Exhibit 51
Renton Comments on Metro's 60% Design
Drainage Plan
GENERAL NOTESGENERAL 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 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' 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 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
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 PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
25+27
24+0025+0010+00 11+00 12+00 13+00
14+00
SDCB (1-18), TYPE 1 8TAL-B 10+74.53, 81.02 RT
RIM EL = 30.10
IE = 27.93 (8" N) OUT
SDCB (1-E13),1TAL-B 10+99.55, 48.22 RT
RIM EL = 31.03
IE = 28.80 (8" NE) OUT
SDCB (1-E14)6 TAL-B 10+82.14, 36.03 LT
RIM EL = 31.21
1
IE = 28.60 (12" NE) IN
IE = 28.30 (12" W) OUT
SDMH (1-E6),1 TAL-B 10+37.73, 24.64 RT
RIM EL = 31.38
IE = 27.20 (12" E) IN
IE = 26.12 (12" SW) IN
IE = 25.60 (18" SE) OUT
SDCB (1-17), TYPE 1 8TAL-B 10+82.41, 40.49 LT
RIM EL = 31.22
IE = 28.80 (6" NE) IN
IE = -0.25 (6" NE) IN
IE = 28.62 (12" SW) OUT
4 LF 12" SD
43 LF 12" SD
7 LF 8" SD
4 LF 8" SD
C:\pw_workdir\den003\jeg_conleye\d0601389\1 C7.01.dwg | Layout: 1C7.08PLOTTED: Nov 04, 2021-05:19:34pm By CONLEYEXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES:
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 NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
MS
R
EGIS T E R E DPRO
FE
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'S GRADY WAYTALBOT RD S
(TAL-B-LINE)(GRA-LINE)RENTON SEGMENT
DRAINAGE PLAN
GRA 24+00 TO TAL-B 14+00
1C7.08
J. GREEN
H. JOHNSON
J. ETULAIN
OWS (1-1), 11.17'x5.67'
RIM EL=30.33
IE=27.90 (8" S) IN
IE=27.57 (8" N) OUT
MW (1-1), 4.00'x6.33'
RIM EL=30.59
IE=27.54 (8" S) IN
IE=26.34 (12" N) OUT
14
67
17
7
1
20
1
NOTE TO REVIEWER: AN ADDITIONAL OIL WATER
SEPARATOR IS SHOWN DUE TO MODULAR WETLANDS NOT
BEING GULD APPROVED FOR OIL CONTROL. THESE COULD
BE REPLACED WITH A FILTERRA UNIT BASED ON CITY
PREFERENCES.
210
minimum pipe size should be 12
inches (Section 4.2) unless the
pipe run is less than 66 ft and
trying to avoid utility
conflict/meet shallow grade.
please confirm (typical)
streetlight will need
to be replaced with
new 117.1a light and
new foundation.
return existing light
to city of renton
shops department.
will need to be
relocated outside of
ramp/sidewalk area.16'-0"16'-0"16'-0"16'-0"16'-0"16'-
1/
2"16'-0"the home depot
project will be
conditioned to
dedicate the
necessary ROW on
grady/talbot, to
install the required
frontage
improvements. please
show our typical
frontage standard of
8-foot planter and
8-foot sidewalk
200'-5"
cb at every 200-foot
spacing, required for
streets between1% -
3% grade.
rotate lid if
necessary to ensure
that lid is outside
wheel path
GENERAL NOTESGENERAL 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 4'x4' FILTERRA WATER QUALITY UNIT
INSTALL 4'x6' FILTERRA WATER QUALITY UNIT
INSTALL 4'x8' FILTERRA WATER QUALITY UNIT
INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
INSTALL 4'x8' 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 1/1 DRD.02
INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1/1 DRD.03
INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
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 PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
LEGEND
EXISTING CATCH BASIN
EXISTING MANHOLE
EXISTING STORM DRAIN PIPE
CATCH BASIN TYPE 1
CATCH BASIN TYPE 2
STORM DRAIN PIPESD
17
SD
18
19
20
14+00
15+00
16+00
17+00
18+00
SDCB (1-21), TYPE 18TAL-B 18+33.97, 40.86 RT
RIM EL = 31.42
IE = 24.00 (12" SW) OUT
SDCB (1-19), TYPE 1 8TAL-B 15+17.80, 40.04 LT
RIM EL = 33.90
IE = 31.68 (8" S) OUT SDCB (1-20), TYPE 1 8TAL-B 15+39.27, 39.58 LT
RIM EL = 33.37
IE = 31.56 (8" N) IN
IE = 30.56 (8" W) OUT
SDCB (1-E16)6 TAL-B 15+39.28, 28.48 LT
RIM EL = 33.51
1
IE = 30.50 (12" N) IN
IE = 30.50 (8" E) IN
IE = 30.30 (12" W) OUT
23 LF 8" SD
12 LF 8" SD
C:\pw_workdir\den003\ch2mhill_tluehrs\d0601389\1 C7.01.dwg | Layout: 1C7.09PLOTTED: Oct 27, 2021-08:01:08pm By tluehrsXREFS: X-TOPO.dwg; X-SHEETCUTS_Overall.dwg; KCMTD-BORDER_2020.dwg; X-ALIGN.dwg; X-RDWY_RENTON.dwg; X-PV_RENTON.dwg; X-ROW_PROP.dwg; X-STATION_RENTON.dwg; X-DR_RENTON.dwg; X-UT_RENTON.dwg; 18229-SV-BS_Renton.dwg; 18229-SV-ROW.dwg; X-ROW_RENTON.dwg; X-LEGEND.dwg; X-ITS_RENTON.dwg; X-IL_RENTON.dwg; X-SIGNAL_RENTON.dwg; X-EL_RENTON.dwgIMAGES:
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 NOVEMBER 2021P. ENG
E00566E18
CXXXXXXXX XXXX
60% SUBMITTAL
45577JESSE L . W ILLIA
M
S
R
EGIST E R E DPRO
F
E
SSIONA L E N G INEERSTATE O F W ASHI
NGTONMETRO PROJECT ENGINEER
20'40'
SCALE: 1" = 40'
0'
TALBOT RD S
(TAL-B-LINE)
RENTON SEGMENT
DRAINAGE PLAN
TAL-B 14+00 TO TAL-B 18+50
1C7.09
J. GREEN
H. JOHNSON
J. ETULAIN
4
7
1
17
4
5
5
1
211
minimum pipe size should be 12
inches (Section 4.2) unless the
pipe run is less than 66 ft and
trying to avoid utility
conflict/meet shallow grade.
please confirm (typical)
streetlight will need
to be replaced with
new 117.1a light and
new foundation.
return existing light
to city of renton
shops department.
streetlight will need
to be replaced with
new 117.1a light and
new foundation.
return existing light
to city of renton
shops department.
all driveways must
have triangular
wings, typ
suggested relocation
of 24" water main, to
meet separation
between storm/gas
and water.
the home depot
project will be
conditioned to
dedicate the
necessary ROW on
grady/talbot, to
install the required
frontage
improvements. please
show our typical
frontage standard of
8-foot planter and
8-foot sidewalk
16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"16'-0"15'-11 3/4"rotate lid if
necessary to ensure
that lid is outside
wheel path