HomeMy WebLinkAboutR-4214204GENERAL NOTES
T 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
N 2. ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES,
PER CITY OF RENTON PWD STD PLAN 204.20
' STORM DRAINAGE NOTES
Q Oi ADJUST INLET OR CATCH BASIN TO GRADE
Uj OZ ADJUST MANHOLE TO GRADE
z - -.
O ADJUST STORM DRAIN MANHOLE WITH V RISER
(D REMOVE INLET OR CATCH BASIN
IUD
O REMOVE STORM DRAIN PIPE
OCITY OF REPLACE NTONPWD STE WITH QoPLLOCKING0.10 METAL COVER PER
O7 CONNECTION TO EXISTING DRAINAGE STRUCTURE
o _ _ INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
M Og INSTALL CATCH BASIN TYPE 2 PER
T O
O CITY OF RENTON PWD STD PLAN 201.00
r
^' C.)/ U 10 INSTALL 4'x4'FILTERRA WATER QUALITY UNIT
ASPH SDIAH i2 RIM=3368'
IE(W)-27d18"RCP
FF IE(E)=270' 18"RCP 11 INSTALL 4'x6'FILTERRA WATER QUALITY UNIT
W F-
S 8 TI RIM-32J4 CONE 1 18-
W 16, I S-31.s' 6'SCP 0 I W 12 INSTALL 4'x8'FILTERRA WATER QUALITY UNIT
�- TO OF SED31.2 GRA55 W
!N ftcc - - - - - - _ -= s_ z6 cDNc- _ - - - - - - - N 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT
W - - SDMH T2 CHANN
IF LEI 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
(/) F - W
o SD 5D SD _5D SD SD SD S SD SD SD SD 5D SD 5D 5D IE(N) V) 15 INSTALL 4'x8'MODULAR WETLAND WATER QUALITY UNIT
5 I �� S3 0 SD
SS I i6 INSTALL FLOW CONTROL STRUCTURE PER
:=GRASS��
G TOP F M NUMENT CASE C' �.� oI ae,o S 2ND ST O CITY OF RENTON PWD STD 237.00
O1 00 15+00 _�II ..22� - _
+ O O 36 36+ D+ ® VRAEH BIN IE(W)=29tl�tYM2CP (2ND-LINE) + O
�p C 36 11 17 CONNECTION TO EXISTING PIPE
o � 6. 2028 O 2021 GRASS 0 2002
34' -�-- ig INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
X Q Do NOT ENTER DRAIN, PER DETAIL 1/1 DRD.02
Z Z 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
W N ❑ t� 04 PER DETAIL 1/1 DRD.03
W w w - w w ASP ��
g Z w w s- W INSTALL
r J � 5 3 z 20 RENTONIFD STD 20?EOR SEPARATOR UNIT PER CITY OF
= oU $ r D B x LEGEND
u- - - - - 5. - - - - SGWLR RIM-32.57 _ CONc : orvcSSMl132.91M-21oi _ _ _
Q IE(5)=29s' 6"RCP H' IE(5)=29.8' 6"PVC r
3 EPICS T2 RIM-32,44' s IE(W)=29.5' 12-RCP 17 4 IE(NW)=29.7' 6'PVc T - --I Q o EXISTING CATCH BASIN
0
x CHANNELED STRUCTURE
F 801 PIPE(N' 12-R.9' 1 EDGE Ti ftIM-3252'
IE(E)=29.0' 12-RCP s°Ce T1 RIM=323r EKE IE(W)30.8' 6^RCP O EXISTING MANHOLE
IE(W)=2 SU -289 IE(N)=29.9' 5-RCP R�,CK • SUMP=3Q6'
O SUMP=28.9' IE(E)=29.9' 5-RCP � 27 LF 8" SD
SUMP=25.9' ®! SDCB(1-1), TYPE 2-08'
rc PIPE PLUG "cHERNE INDUSTRY " MO
sR 10+62.58, 12.38 LT 9 -SD- EXISTING STORM DRAIN PIPE
" z00 RIM EL=32.80
x z CATCH BASIN TYPE 1
IE = 30.64 (8" S) IN
IE = 30.64 (6" W) OUT ■
PIV M o
o g O CATCH BASIN TYPE
SDCB (1-2), TYPE 1
m MOR 10+89.51,16.34 LT
0 RIM EL=32.82 -SD- STORM DRAIN PIPE
IE = 30.78 (8" N) OUT
I T
a
N
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F % 0' 20' 40'
oy
U
� r _ SCALE: 1"=40'
smy
oeslc+leo. nRraov>:o. METRO TRANSIT CAPITAL DIVISION RATE:
ErN 6U �O SUBMITTAL U810MALVO
. 'Qo�GFEEN P.ENG RAPIDRIDE I LINE NOVEMBER 2021
4x Jacobs 1W1L � King County
CHECHN80NcHEcaE" RRQIE4T1%1 RENTON SEGMENT 6RAWIN°ND
METRO
oK J.ETULAIN E00566E16DRAINAGE PLAN 1C7.02
°N "6m. °"R "°I 2ND 16+00 TO 2ND 11+00 s"EET"°' °`
o X � No REVISIc% ", A"= ,
a METRO PROJECT ENGINEER GOODD OX 204 XXXX
R-4214204