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SITE SPECIFIC DATA
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ZE.
WffML
DWMEaR
INLET ME 1
42956
81
INLg P� 2
42X56
6m
Otlau PW
42956
PIC
12'
PMRMBAW
B�Lm�
9�
RIM REARM
�Al
U4.01
4U401
MWACE LW
US-20
RF-10
�-20
MME & COWR
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NIA
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0.74
asnar 9ZE (m /xMs)
4 a 00�46'
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INSTALLATION NOTES
C�� M MOX &L LATOW, FALBPUEW7� WTERALS AM
WMIALS ROARED M OBILOAD AND IMLIALL WE �� AM
A�RT5� IN AC�E W& #A5 DWKM MD �
WNUFACTMRS' UM� ORANISE 5MMV IN
WNUFACTURER'S OWNCT
2 UM' LOW BF WTAILED ON � M� kANUFACTURTR
RL7021NEMS A WAMUM 6m bWL � M� MOLS =TED BY
THE FML5CF MMER CONTBACW 6 fiE�BFE � AMMNG
PROATT ENU�RLT RECB�Vfll MEE �ITXARCAIS.
4. COM?M� TO S�r AM AN�AL ALL �XW �NECW
RffS ALL RP� MUST BF FLM W& /�VE �ACE OF
oMmB (Bom mwr Nm� �D atew). ImIBF
WRYLAW PIPE MULT BE FLM MY AMM� Cffl� fLOOR
AL � SMLL BE � WATRB6LW PER ~FACMER'S
�mmo �CV(W Ogle.
5. COMPA" MPONS&E FX NLZDLiAP0N OF ALL Pl�. �S.
WNMLE5L AM MlMa GNPOMCTOR TO GM[ff AL MAI AM
MMMS TO �TCH FIN�O SURFAtT AN= S�CIRED ORARMSE
9 WLY7ABON SUPPLIED AM l0lAtLED BY ONERT ALL UNBS LVW
ff6giRON MULT MAE WR OF �y IWWUON SUPPUE0 AM
#67AIL0 BY OUASYS.
A CLYsBACTOR RESTXN9BLE Bl? COM40% B10 CLIM
ACRIAR0 � UNM WWWACRWERT �AMFY IS AND �UF
FMP4R AMARYN BY A M CLtAN REPAELL5NTAVAS.
GENERAL NOTES
f. MINVACTURR M MKOE ALL WaRYLS UN� ONERMSE WTD.
2 ALL UlEMIMS, LZEV4flMS, LPECITKAJIM AND CAFACM� ARE SU� M
MAME MR �FCT SPE19M &RAKMS Dg4VX MCT BM� �M
AM AMELSORn Pt= 01VACF B10 CLEAN.
SD #36 PLAN VI
CONTROL STRUCTURE NOTES
F.-Pol
67M�wz=
�ScF wl�
&Ig Pff 2
PLAN LqhW � ABU
�RAV V11,111TAWA �
ALE" AND MEW
JUGHT END VIEW
THE iMP3N AM CAPACITY OF �E � 00�AME YgMV M BE RM�D
2-YMR �E M�
0.2512
AND �WD BY WE ENUMEER OF RgORV, Mt(S) AT PEAK fLOW SMLL BE
�Gw � (g� #
0:
A=ED TO EMUff 0 UPtUMAY aWUM PEAK Ha AND SYN�
Be
(ARACTY �Nl M DNW � USED MR GUIDANCE MY
PR�WNT LWM BAT (WV)
9
ag
117AAND MELLA LCALWW NT (GRWISF)
0.6
FWYLWBRY AM OTVR�L
MIMS L-4-6.33-X-2'�-V-UG
Isa
Bio-&Clean
STO=;A TER 810FILTRA TION SYSTEM
STANDARDDETAIL
ITS
MODULAR WETLAND SYSTEM 1 1
SITE SPECIFIC DATA
�(T` NUMIMP
i IM4
�CT MW
IR�M &�IARY X�L If6
�ff L"MW
I R�L N
gBABRARE D
I � 2
mMww ��o
�E BALED
2-XW RkZIA� MM7
ACeM2
�K BYM� RE�0 (C�) - F �E
0.24
AW AITA
LE
ma�
DWYETER
MU RPE I
41Z�
PAV
15,
IMET R� 2
NIA
NIA
filA
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41Z�
m
15,
�aww
MVXBAPpN
�CMXE
ft ELMUBY
422.0
422W
422.0
SUWA� LND
us 20
US 20
� 0
� 4 COWR
030.
0m.
RIA
ACRABAVOLI �UME (CYI
1,01
OoBCE 9ZE (BA ��)
4 V 0277m
w7g PRIMM)WRY NOT fzR CoMpalcuonk
Cb?RRG409W REWIRED
1, C�MR M RR0140E ALL LAWC)B EQUIT%OV, W�VLS AND
lWWNrALS RMAIRED M 0B7W AM MIAIL NE S�PDV AM
APPURTLAAWTS N ACOB04MT WN JAS MAMM AND THE
WMMCRX�RS'�ECOCAWM, M� 07H�MLE SIARD W
OftFACROSR'S CLVflN�.
2. UNff MIST BF INSTALLED ON Lf'WEL RALF. WNUFACTURER
�MMVS A WNIMW 6'LML WK BASE MM SPEORM BY
THE �ECT LIGMER. C01fiNCTUR 6 RE�SZYLE FOR �MW
FWVuXT EWMER'S ffCCM0WE00 SALE LffCffXANpNS
4. OWNCTOR M SU�Y AM MlAtL AllL aRWAAL OpM=W
RRES ALL RRES 4keT BE FLIBLU WN IWAE SURFACE OF
� (R� �MVT �MF` 8�0 aULW). A�F OF
OtBFWW AFE Ml�g BE a� WV4 Dl� C�� a",
ALL R� SWLL BE LMLED NARPRsHr ffR WI
SIANDARD MNECON &g4k.
5 MPACTUR RE�E FCR 101ALlARON BF ALL RPELL RISERLL
WIMKM AM MTHg 02MACM M GROLB AAL WMOLES AND
NXM5 TO WaH FfNeKV �RFACE W� 5PEORLD OWLR�
WCEIANAN XPftlFD AM IWAL� BY 00#R5 ALL UMT �
WeDARON YZeT MWE DMP OR SPRAY OLKARUN SUPPLAD AND
INMA10 BY OBLERS.
Z CLWTsVM9 R�Vff E TUB CBMICAN M CLIAN FZW
ACTUAWN OF UNIT W&FACMER'S &RMNFY 6 WID M?A%ff
PROFER AONRON By A 80 CL&N MF�NRAE
GENERAL NOTES
1. WMAFACTDRER 70 MIAX A� WaRWE UN= LTNRK� WBV�
2 ALL WDXTM3, a[VARM g2refV� AM MFA= ME MWECT M
� FUR PMOF LYMM MMMS OVACM MACT DIMOMONS; W�
AND A=MU ALWE CONFACT W CLMAL
PERMgB?
AND AflM
0[laff RPE
SEE M�
11REW
0�
Tw--5x-0m--Ni
k7"AT70M WEW
INTERNAL BYPASS DISCLOSURE:
ME DE90 AND WACRY (F VB7 PEAK 0[�AME Mg� M BE A�D
AM AtRPOWD BY W EWNgI? pF RgM WL(5) AT FW FLOW � BE
A�O M DMUE NO UPST?MJW aMM � %t AM BW�
CAPACITY SMAN ON MIRW ARE USM FL* GUVMf MY
2P x
<
-m
SOLID COVER
SOLID COVER
SOLID COVER
?
RIM
1
RIM EL PER
PIAN14
8" DIA RISER
FRAME & LADDER
OR STEPS OFFSET.
8" DIA RISER
FRAME & LADDER
FRAME & LADDER
OVERFLOW
m
SEE NOTE 6.
N
OR STEPS OFFSED
OR STEPS OFFSET.
EL 432.96
OVERFLOW
z
SEE NOTE 6.
SEE NOTE 6.
7-
INLET
ELL 431.79
TI-PE
W I;
PIPE SUPPORTS (2
WEIR
PIPE SUPPORTS (2
PIPE SUPPORTS (2
W.S.
MIN.). 3" x .090"
mU25"
BTM EL 431M
MIN.): 3" x
MIN.) 3" x
T
ALUMINUM W/ 5/8"
.090"
.090"
STAINLESS BOLTS
ALUMINUM W/ 5/8-
ALUMINUM W/ 5/8"
STAINLESS BOLTS
STAINLESS BOLTS
%
SHEAR GATE
GATE
SHEAR GATE
l'-O"
-,,�SHEAR
MIN.
;RNm-
11-011
JT El
1 2"
INLET
MIN.
12"
INLET SD #38 PLAN VIZ-W
19"
INI FT
1 . PIPE SIZES, SLOPES, INVERT
ELEVATIONS PER
PLANS.
0.35"0
ORIFICE�
2. OUTLET CAPACITY: NOT LESS
THAN COMBINED
INLETS.
IF 430.06 8 OUTLEr
7E 4-29 96 E 431,00
z L
EL 427.96
0 44'PO
ORIFICE
3. PIPE SUPPORTS AND RESTRICTOR SHALL
BE
OF SAME MATERIAL,
54" MIN.
AND BE ANCHORED AT 3' MAX. SPACING
BY
5/8" DIAM. STAINLESS
STEEL EXPANSION BOLTS OR EMBEDDED
2"
IN WALL.
SD#36 CATCH BASIN TYPE 2 DIAM. AS REQUIRED
NOT TO SCALE
4. OUTLEF SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH
SUITABLE COUPLER OR GROUTED INTO THE BELL OF CONCREFE
PIPE.
5. THE VERTICAL RISER STEM OF THE RESTRICTOR SHALL BE 12" DIAM N M M 1932 Eno Ave
6� FRAME AND LADDER OR STEPS OFFSET SO THAT: SuIte 201
Seattle, WA 98101
A. SHEAR GATE IS VISIBLE FROM TOP� p. 206.725.1211
B. CLIMB DOWN SPACE IS CLEAR OF RISER AND SHEAR f. 2G6.973,5344
GATE.
C� FRAME IS CLEAR OF CURB. engineering plic www.IpdengIneerIngAw
NO.
�I*-- 54" MIN. --�
SD#38 CATCH BASIN TYPE 2 DIAM. AS REOUIRED
NOT TO SCALE
REVISION I BY I DATE I APPR
F N� 1�
S� A=RD�y
2" INLET
-N �IPE
IE 420.70 -14
60" MIK
eNEL
PER PLAN
- 12" DIA RISER
//OVERFLOW
EL 423.25
12
PIP
ELBOW
EL 21.33
ORIF
-2.00"0
ELBOW
MIN.
FI 490,In
�2
1. 17"0
)12"jOULLET
ORIFICE
IF 418.50
CITY OF
RENTON
Planning/Building/Public Works Dept.
61 T-
I'
LEFT END VIEW
= w E 4: M[E
C/I
NN
E
RmHr Ema viEw
N-6.
9TS
MODULAR WETLAND SYSTEM 2 2
SD 443 PLAN VIE
z
EL 416.50
FLOW CON RE
R-419234 TROL STRUCTU"' 3
1-34"0 F IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ORIFICE
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SURFACE WATER UTILITY
DEVELOPMENT ENGINEERING
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msippo 04/13/2022
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U-1
NEW ELEMENTARY SCHOOL #16
1075 DUVALL AVE NE
O�
MAR 2022
0
mw�
RENTON, WA 98059
DRAINAGE DETAILS
INC
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Ner 35 �l 147