HomeMy WebLinkAboutR-4214206GENERAL NOTES
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23+00
AD -READY SUBMITTAL
No. I REVISION
---- 382----__
-----382—
w w� w� w SD w
24+00 SD 25+00
- I CIS P P -
BY I APRD I DATE
f
-----------384
CULVERT
IE 8" ADS (S)=385.0'
SDCB T1 RIM=383.30'
IE(N)=380.9' 12"CMP
SUMP=379.6'
I
I
I
SDCB T1 RIM=383.40'
IE(S)=379.7' 12"CMP
IE(E)=379.6' 12"CONC
IE(W)=379.6' 12"CONC
SUMP=377.9'
CULVERT
IE 48" CMP (W)=381.2co
co
6
70 CUL RT
IE 48' CMP (FI)
11 LF3"SD
I
384 �
-7-
I
26+00 18 1
A
I SDCB T1 RIM=388.14'
IE(W)=383.3 12"CONC
IE(S)=383.2 12"CONC
SUMP=382.5'
�T--I--1 384T-7-- � / _.
—386-----
1 CULVERT
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ON
(425) 453-5000
1100 112TH AVE NE, SUITE 500
,jacobsBELLEVUE, WA 98004
DESIGNED:
J. GREEN
DRAWN:
i
z
H.JOHNSON
CHECKED:
W�
J. ETULAIN
s
CHECKED:
06/12/24
K. CHANG YUEN
APPROVED:
G. FRANCO
PROJECT NO:
E00566E18
CONTRACT NO:
CxxxxxxXx
�S D--- _- -388-EE-4,8D-=F (E)=38
T —
r
w
W
1.
`QO
SSMH T2 RIM=389.60'
- IE(N)=375.252"PVC
P❑ TEL ❑ IE(S)=375.1' 12"PVC
SDCB T1 RIM=388.16'
/ =38 12"CMP
SUM
SUMP=383.53.5'
N
0' 20' 40'
SCALE: 1" = 40'
LIM King County
METRO
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.
STORM DRAINAGE NOTES
0 ADJUST INLET OR CATCH BASIN TO GRADE
O2 ADJUST MANHOLE TO GRADE
O3 ADJUST STORM DRAIN MANHOLE WITH V RISER
40 REMOVE INLET OR CATCH BASIN
O5 REMOVE STORM DRAIN PIPE
0 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
07 CONNECTION TO EXISTING DRAINAGE STRUCTURE
O8 INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
Og INSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
10 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD
PLAN 400.2
11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF
RENTON PWD STD PLAN 203.00
12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON
PWD STD PLAN 204.40
13 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON
PWD STD PLAN 204.10
GINSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT
15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT
16 INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
17 CONNECTION TO EXISTING PIPE
GINSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
DRAIN, PER DETAIL 1, DRAWING NO. 1DRD.02
GINSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
PER DETAIL 1, DRAWING NO. 1DRD.03
20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF
EXISTING STORM DRAINAGE PIPE
22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD
PLAN 200.30
23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN
400.1
DEVELOPMENT ENGINEERING Ar ` �'
IL
Michael Sippo 09/11 /2024
FR-4214206
METRO TRANSIT CAPITAL DIVISION DATE:
RAPIDRIDE I LINE JUNE2024
RENTON SEGMENT DRAWING NO:
DRAINAGE PLAN 1 DR.15
105TH 23+00 TO 105TH 28+00 SHEET NO OF
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