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DETAIL AND NOTE 1
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SEE NOTE 1
« T[ F1i.iC WORKS
DFPNR-MENT
NECTION a --i.
Nt�'TEIi
Pravlda two Naas In the cover that are vertCaly aligned
,aM the holes. In Mn frame Locallm of bo&<k wn WON
varleg among &Mrwd manufacturers_
z Alternative reinforaing designs one acceptable in
Ilea of the rib design.
3. Refer ri Standard Specification 9-0&15(2) far additional
requlrsrrerts
4. For Frame seta I we Crly of Renton
Standard Plan 204.OD.
RECTANCIIULAR SOLID
METAL COVER
&M. PURR - 2".10
lf.'1RC,� 200.9
PIPE ALLOWANCES
P17 rMT�
owuninni
FORCED OR n,
PI MN CON CAFTF
ALL METAL PIPE W
- _- -- "• �.
(STD.SPEC. 90520)
I
SOLID INALL PVC
18
8 j
(81D_ SPEC_ 405.i2I
PROFILE WIILLRIC
{ ITOR^.T
(STD_ SPEC_ D-06-i2M)
CORRII)GAT® POLYETHI'I_FRE
STU MSITYER PIPE
ONE #3 BAR HOOP rOR 6" H C*u
TWO 03 BAR HOOF'S FOR 12' HEIOFIT
RPCTANO1IL.AR ABJtIWM W SECTION
ray
NOT"
1.
1.
As aowpo" alerafnes to the reba chum in Ire PRECAST BASE
SECT", flyers (plo ed 9c Kft ID the Slandlerd SpeCNoedMal or
vole mash having a rrsrirn,m area of Q_ 12 miluam i cli par toot anal
`v
be Load wtfH tie ini inum reputed mbar shown in Ow ALTERNATIVE
(
PRECAST BASE SECTION. Whe Mash shelf rat be placed In to
knockouts.
i n3 BAR EACH CORER
K
2.
The krrodlai dinnaft shelf not be gwell than 20'. Knockouts shelf
-
have a Wall thcbams of 2'.. to 2 5' .rued, uri Provide a 15'
-
_ "'
rrhthlrMan gap between the wnodW Wall ON the o%UM of M9 POO.
N
After rie pipe a installed, fit fie gap with pint mortar in acoodarne
N3 BAR EACH SIDE
w4h Standard .SQacillicabon 9-04.3.
_
3.
The r ividn n depth from the fridled grade io Use lowest ppe invert
shelf be 5'.
03 RAR FACH VAY --
4.
The Rama and grate must be Installed 9dlh the flange down.
PRECAST BASE SECTION
8.
The Precast Base Sefton may have a sounded Boor, and rie welt may
be sloped at a rare of 1:24 or deeper.
8.
The opens shelf be rseemaed at the lop of the precast base Section.
7.
AN pickup hobs doll he grouted full after the bam h m bees placed.
8.
AN grade Inge and tINr1 gN shell be Bet in mOder in aocardecllce With
•` ;>''�
Standard Specficaion 9-04.3.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
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T'CRi. C VORr:S CATCH BASIN TYPE 1
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Unities Underground Location Center
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ETD. PLO - 000.00
MARC-4 200F
R=3450 18
ntv TJWWM HO F RYP I --
a
T^Or Nrd"1'EE
Thr tame Is designed to alxonrxrHadalls 2M x 24" grates or
COVIIIIIIN
2. Provlde two hass In the lame *0 are veAkally aligned with t
he grain or Carer slots_ Tap aadh hole to accept
III' a 5f8" - 1 t NC x 2" alien head Cap scow-
[ s Location of III down holes varies among diterent
j 1 s Re* to Standard Specdca4an 94)5.1W) for additional
4 5 reglriremerks.
Ss. CTION A
REGENIED ALLEN
HFJIDC'APSOIEW -
1rW W site-nNcxr
1 a10"
N6UE
21I1 � �N
DETAIL ; s : DETAIL
PULIL C I RECTANGULAR FRAME
�L\ ~ DEPAl:UUENT
- CATCH DRAM FRAW AND YAED GRATE (DETAIL 204A=
HIADHHOW
RECTArr#A.AR ADAIBTNIENT SECT101i
OR CMULARADJlIS1alETrT SEC110N
W fiROUT, TYPICAL ($ff NOTE 5}
U
FLAT SLAB TOP
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- MORTAR(TYP.)
F 72
'--
ail
MORTAR FILIF
ai Z iS - IiF1/FOxOC rtf£L T'P.j
- # 0MMBIAOa;LFOn
y�. PPExN7lEsmoNgc
SEPARATE BASF INTEGRAL BASE
CAST -IN -PLACE PRC-CWVffrH IagER
vans
.,
��•""� GMlfa a101reLFM%
B�
- r4rauEgN3xsns
04
SWARATE BASE
PRECAST
SM. PL1 - 804.00 -
MARCH _'UI
CATC■ BASIN OIMMIONS
B�ABINH
DI/[iEtER
WALL BASE
T14ctoEss THICKNESS
KNO
BQE
ANIIAIY
DUTNILE
9EThMEBd
BABEiENFORCIi UTEEL
InaR IN EACH DIiECITON
KNOCKOUTS
SEPARATE BASE INTEGRAL BASE
4a
4• r
or
a'
0.23 0.15
54•
4,T r
4r
P
0.19
0.16
are"
T T
4S
r
0-25
0.2FA
TT
0' r
IW
12,
0-35
0.24
ap
or IF
72'
1T
CL39
0.29
9W
>r 1T
1.
i r
mi s
0.20
NOTES
1. N o Reps are regldred v~ NOW Is V or beg.
2. The bottom Of the precast rates basin may be sloped lb bcOmN cleanup.
3. The recianggAw tame and grde moat be installed Nth the finge down.
The frame may be cast into the adjustrnurt aeotinrs.
4. KnodEouts shelf have a wall thic}unaas of T rnin rrrn to 2.5" maximum- Provide
a 1.5" mininrN gap babsean the knockout reel and to Birds of III pie• After
the pipe is instated, fil the gap with joint mortar in sooadanoe with Standard
Specification 9"04.3.
s AN and reati s Nldl bs ash in mortar in acco danca with
PIPE ALLOWANCES
CATCH
PE MATERIAL WITH MAXPAN INuwr SIDE DEIER
P
SMIN
ALL
SOLD
PF40ME
DIAMETERCONCRETE
METAL
CPSSP-
WAIL
PVC�Vj
IrAtl
RVIC C37
4trr
BP
3O"
24•
21
3P
5r
37
3r
3r'
zr
36"
air
W
4T
Sr
Sr
4T
rr
42'
fir
42'
ar
*rIi
WP
6(r
W3P
4W
W6V
72"
W36'
4W
grade Inge, fl8alg, ng ;; 1 pp,,,r.yy PVIreNhrrrw Sin Sr P%W (su opm o4 ra M)
Standard SpeclNcafon 9.04.3. (Sri. SPsc 9-0s 12(1p
y; tS1d-4lPea 9416VM)
PL LiLdC Uldlt CATCH BASIN TYPE 2 "D. gIM -.Ce
* ; DEPARTMENT
8
IVIALI (:11 -_'0I
HOW
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_
OPW0*3 HEIGHT
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MCLTAK SECTION A ,I
rrcol HAswg
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2r WK.
--.v� la o.��l
r ON. 2010C
TYP
6k4A'
tE
7 SEE NOTE 4
C (TYP.1
aEE NOFE 2
fryp.) _
n
at
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Tapv N
P OMAIL
COFS ORCILW AND OLnTER -.,
111111 TOP OF HOW _ 1 �• - `"'t
-C TOP OF CURB (rYP-) Y _�
HOOD
11 •�
i �-
rrs°OAF�ryeINISTAa�ALLwaoLwa
2r• 2r YAlEO ORATE
FRAME
r' f
ISODEfRIC VIEW
PUDL_C jtiOR-fS
1)Lt Al:l'b,1L:P••(
- - R3P(WOE $IDE)
CATCH 9A8IN TYPE 1
a err r4i son)
- CATCHBASIHTYPEIL
SEE NOTE 1 _
SECTION A,'
NOTES
1. The ssyenleby of the Collbsafon Inlet Shall be considered when
tarlLvlatillg the ofbetdiatarsxe for the col I bass- See SECTION A.
2. Tha rinena mi of the Frame and Hood may varyrightly among Of—
Farm. manutodurars. The Frame Tray have cant fe�FtiroCs ihladed
to support a grew guard. Hood units shall nwut ouboft of the
Frame: The ntelhads for fad enng the Safety Barr Debris GiLiard Pond
to Me Ftacd may vary, The HDod rosy inakide enacting kegs. The Fop
of to HOW nney be cast with a pubm. .
3 Aitadh the Hoed to rie frame with two 3f4" x 2' hex head bafis, note,
and overalre washers. The washers stiel have dtan Rim adequate
to aseurs fri bearhg across the dON.
4. When bolt -darn grates are speefled In tie onniacL lxnvide two
holes n the fariar Ow t are ywicaly atigrod wNh the gratis sbfs.
Top each heir to accept a 5f8" x - 11 NC x 2' alen heed cap screw.
Location ctbolf•downholes varies among dflferm nwxrfsdrrni
See BOLT- DOIMN DETAIL
s. Only dmft ton vaned Grates Streit be used-
6 This plan to ktfanded to show the InoWkid n dalata of a rrersrbi
tired product. It Is not the trbent of thle plan to show the apscIk I
did lle necessary to fabrknalls the Csstnga show On tie ttawtng.
OPEN CURB FACE -&
FRAME AND I4RATE
INSTALLATION DETAIL
NOTm
1.
As. acceptable alarthalvaa In Iw Taber afnovwl In the PRECAST BASE
F11AE ARID vA t im
SECTION. fi11els (pfacea aooarding to the standard 14; 1aa1arns1, or
wlm mesh ha ft a nfittrum area o/ 0.12 aQ>era nedrs par toot shal
he Lend etth the rrainun. required rebar ahom in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh anal not be 111aoed in rie
' -
knockouts.
' ✓
2.
The bxK kmt dkwietw "l not be grasser rink 1lr Knoclkouls shy
E
have a wdI thilianess of 2' mihinrrn fin 2.3' masirrrs_ Provide a 1.5"
i , s
nirhiTllrR gap, abvaan the laN6cinart Tait Krld trs arlalde Of the pipe.
Attu Me pie IS fslatisd, fill the gap wit joint rota in aooadance
with Standard Specification 9-04.3.
C1 OR 12'
3.
The rfgarirwm depth fiom the finished grade t0 Ire lowest pipe invert
x - -.HP
Shelf be 51.
~ '
9 !
ONE i9 CAA HOOP FOR P HFIGHr _- '
4.
The hum end grab must be Installed with the Hangs down.
TWO #3 BAR HiOOP$ PCR 17 HFiGRr
5.
The Prekaat Baas Section main have a rounded 1aor, and figs wale may
RECTANYULAR ADJUSTMENT SECf70N
be eloped at a MU of 1:24 or steeper.
6.
The cpwilg vhvd be rneasured at the top of the! preoug buve motion.
7.
AN p W holes Nall be grouted full after the basin ho been plai
r s, r fi
S.
AI grade rili and castings uhar be eel sn mortar in auca da co With
` . --411k
3lardad Specification 9-04-3-
tom►
03 BAR EACH CORNER - - -"
Art RAR HC OP
NS RAR FACH $HOE -h
43 BAR EACH WM-Y
PRECAST RATE SECTION
rs BAR EAO1 CORNER
iS ON �' .,•
nI BAR HGOP
SEE NOTE 1
ALTENIIATi1PE PRECAST EASE SECTION
CATCH BASIN TYPE 7 P 3MMM' FIkAIIi - 200,20
/+ DErARTMEr;T (FOR PARKING LOT)
'3A1?C11 08
FIRST SUBMITTAL ESM 10/15/200SURVEYED: SCALE. VERTICAL NAVD 1988
1 SECOND SUBMITTAL ESM 01/31/2M DESIGNED: 1N=206 HORIZONTAL NAD 1983/1991
2 THIRD SUBMITTAL ESM 10/22/201 life
DRAWN,
3 FOURTH SUBMITTAL ESM 12/06/201 MIC ONE INCH DATUM
4 MYLARS ESM 12/22/201 CHECKED:
AT FULL SCALE
�/I� IF NOT ONE INCH
REVISION B DATE E A P P R APPROVED: SCALE ACCORDINGLY
F
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•.-.__ 8LDT-SEE DETAIL 9
- - - AND NOTFI
( IIIT.`.11 T-TF-.`1} Ill_,' NJ
SECTION ' s
7 OR a F4HAL SPACES
DIRECTION OF FLOW
tllCT10N .,A, I
r
DIP
s1a' tip•
l J DOLT-0OMIINT DETAL
off Norm 1
• , NOTES
1. ProEAde two able In the grate that ere vertically aligned
wO tm boles. In the trams. Lorton of boRdmn alft
1 varfea arrhang d armA manufachi era_
ldem Tme 2. Reber to SarKWd Specification 9-05.1512) for additional
rsgrslanim
3. Unless olt rwlas spsclled, we grates shall be used with do and tame
In the travel ray, guaa or ahmider_ Waned grains shall not be stated
rINM Crossroads- Use vaned grates along rolled Curbs-
RECTANGULAR JID. PIM - W4.$0
L)Lr'A1>' _hiLv•r VANED GRATE8 I
2005
ar BARB @ T SPACING 1T ITW.)
5 I,.� fill I
air
_"x34'
OR Sr MM HaE
12'
r Mw. m
2 11r MA%. -'
W or Si' FLAT SLAE TOP 1F_
rREFABACATEB LADDER
• ' `. .• 46 BARS @ e-SPACING t 1 'w . ! +•
1 V
y 12' hNN-
&P DIAA1., 4a' ONAI
OR rr DIAY-HOLE 21 � TYPICAL Q 1DffATTON
_L_ FOR ACCZM ANO STEPS u u
3,1 1� 1 YN ST"
21fir' MAR
7T' FLAT MILAN TOP
F w BARS @ 6- SPACING
W DAM HOLE
1- 2" CTYPj d
4rer4.
T 1" ON.
2lir MAX. CONE am ON
49r, 54, or OW PLAT SI AN TOP
ar
ONE 93 BAR HOW FOR a" f i.111E life BAR HOOF 4-
TWO 49 OAR HOOPS FOR Ir -
fll®CTAIfO11LAR ADJUWTO�ff GMCT1 pILCLO.AR JLD.IUtiiNBfF SECTION
1.0 As an ac ceptabie allerr native to rebar, vritemess having a
mininum area of 0.12 square inches per foot may be used
for adlustaent sections.
s
PLBLIC rYIJRIi.S MISC1LLAMEOUS DETAILS FOR SPD. PLAN - 204.00
nE.PAR7MENT DRAINAGE STRUCTURES
1:11krH �_1t_;i_Ift
CITY OF
RENTON
Planning/Building/Public Works Dept.
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS FIELDBOOK:
PAGE:
DRAWING NO:
STORM DETAILS AND NOTES DT-02
SHEET: OF:
24 31
REVISIONS
NO.
DESCRIPTION DATE
BY
0
FIRST SUBMITTAL
ESM
10/15/2007
1
SECOND SUBMITTAL
ESM
01/31/2008
2
THIRD SUBMITTAL
10/22/2010
ESM
3
FOURTH SUBMITTAL
12/06/2010
ESM
4
MYLARS
12/22/2010
ESM
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JOB NO.: 1352-001-006
DWG.
NAME: DT-02
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE:
12/22/2010
DATE
OF
PRINT:
DT-02
24 of 31 SHEETS
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