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� 9DLT-0OMIN SLOT - SEE
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TOP r
4y4' 11R'
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39" R - 8EE NOTE 2
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3 171" � +• r � t }
4^ 3W DIAM. HOLE 1 1N"
11rC _ Ur OM. HANDLE
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SEE NOTE 1
ePSTHON a `.
NOTES
1 • FTovh% two slots In the cover that are vertically adglted
vilth fie holes In the tame Location Of bolt -dawn °lots
vanes among dt%rant man ulactu rem
_
z Alternative reinforcing designs are aomplatNe in
Neu of the rib design
a Refer to Standard Specification 9-05.15{2} for additional
requirements
4, For Frame details, see City Of Renton
Standard Plan 204.00.
ri-Fi TI-' s+,rt Rx RECTANGULAR SOLID
DFPAR-MFNT METAL COVER
P= -0 - TE
}` -i
�.
s
L OW as BAR HOOP FOR 5" FEIGHr
Two s3 BAR Hooke FOR iT IMIGHT
RECTANOULM ADJUST LWV SECTION
2'PD PLAN - 2d4,10
PIPE ALLOWANCES
P" M TONIAL I
nY�T@l
esewe
REINFORCED OR
t2
PLAIN CONCRETE
ALLLETALPIPE
it
CPSEP.
t=
(STD. SPEC. we520}
am ID WALL PYC
t8
ISSPEC IRas 12ND
PROFILE WALL PVC
tY
(STD_ SPEC. p}06.17�7
x CORRUGATED POLYETHYLENE
STORM SEVIER PIPE
MOM
t.
As amesp- ma tebar shown „
C`'
{
SECTIOK x=IdNtg tp the Starr
`
rk,m area of 0 12 F P,
s..
A U. num required rebel air, ALTL
qq'
PRECo,--- � SECTION. Wire mesh she! ._: ,b placed =, _
^l.
(
Rneckouts,
IO BAR EACH CORER
.r
Z
2.
The knockout diameter shelf not be greater than 20". Knockouts snail
have a wall thickness of 2' minimum to 2.5' maxinlrn. Provide a 1.5'
a
Y
-
N
mhtkimm gap between the knockout well and the Outside of the pipe.
I[
AAnr the pipe is inelalled, nil the gap with pint mortar in accordance
Kit BAR EACH SOB --t -
wli h Standard SpecldC3bon "4.3..
•-
3.
The maximum depth from t o finished grade to the lowest pipe i nvert
(
shall be 5'.
03 sAR EACH 1NAY --- -
4.
The frarne and grate must be Installed with fie flange down.
PRECAST BASE SECTION
5.
The Pretest Base Section may have a rounded door, and the wales ma]
be sloped at a rate of 1:24 or sleeper.
8,
The opening stall be measured at the top of he p recast base section.
l
7_
All pickup holes shall be grouted furl after the basin has been placed_
8.
AN grade rings end coatings droll be Set in m0der in accordance with
i
Standard Spe roualiun 9-04.3.
1 041 CAR FJ1C21 GQi4ER
IW MIN. r
(f"
i�
M GAR HOOF -'
SEE NOTE 1
ALT19UMTIVE PRECAST RASE SECTION
Y
TT-BT.-c WORKS CATCH BASIN TYPE 11
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Unities Underground Location Center
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SM. PLAN - 200.00
r,,lARCi ,zoos
345040
RECORD DRAWING
29 I W
TAP NOTES
This frame Is designed to accommodate 201 x 24" grates or
covers
2. Provide two holes In the frame that are vertically aligned with It
he grate or cover alots. Tap each hole to accept
n IN" a 5A3' - 11 NC x 2" alien head Cap strewn
Location of boll down holes varies among different
manufacturers
j Y a Refer to Standard Specification 9-05.15(2) for additional
1 requirernents.
T (% ,
i4iT14M i,A.
2 1rr _
W rA1L : a ftOLTWERMEp�SIL
PLIULLLC V11ORK5 RECTANGULAR FRAME PLAN - OO
+ ; DEPA1i'1S1EN'l'
14A1:c11 �-10E18
.- CATCH BASIN FRAME AND YJNED GRATE (DETAIL 204AM
a
x
S +
RECTANGULAR AQII�TMENT SECTION
7,, z
ORCIRCULARAQIUSTMENTSECTICN
nit+
GROUT, TYPICAL (SEE NOTE 5)
FLAT SLAB TOP
I
oQ
Alr, W. W n•. W as er
...
_ .- MORTAR (nT.)
an 14P
Leomr
�I
I
MORTAR F-kLET
x
n
IrE3JFOR(�69t13E1 T'P.)
>+
i FQ
aWWFONE MICIalm
PIPE SOME eE90111G
4 MiG
SEPARATE BASE INTEGRAL BASE
CART -IN -PLACE PRECABTwnH RISER
PICA
SEPARATE BASE
PRECAST
CATG■ BASIN DININSIONS
CATCH
�m
BASE REINFORCING STEEL
_
BFAE
��
9E�YYE�
Inum In EACH DIRECTION
DIARAW METER
THK304 3 THK30&-SB
KNOCKOUTS
SEPARATE BASE INTEGRAL BASE
qe•
4' r
ore•
81
0.23 0.15
54'
A5" r
4r
8'
0d9
019
T r
-W
A,
0.25
025
n•
r r
00`
1£
0.96
0.24
�•
rt£
72•
1£
D.30
0.29
9B•
r 12•
84'
1£
13.5119
0.26
NOTES
No steps are required when helght la V or less.
2. The bottom of the precast Catch bean may be sloped to fsclitt cleaning.
3 The rectangular frame and grate must be installed with the flange down.
The frame may be cast into the adjustment Section.
4. Knockouts snail have a wall thickness of 2'minirrum to 2.5' maximum. Provide
a 1.5' minimum gap between the knockout wall and the Outside of tins pipe After
the pipe is Installed, fill the gap with )ont moiler n accordence willh Stands it
Specification 9-04.3,
a AN an f halltte t' rlar' rdarfcewitt
PIPE ALLOWANCE$
CATCH
PIPE MATERIAL WITH MA%IMIN NSIDE OIANETER
BASIN
ALL
SOLID
PROFILE
DIAMETERCONCRETE
METAL
CPSW
WALL
WAU
43"
Sir
3p"
24"
2r"
30•
Sr
30'
3r
3r
2r
3r
BO•
9r
4i"
3r
ar
42-
7£
Q.
a4•
A£
1.
49'
t4"
rc4•
or
se
as.
46,
9s'
110-
T2"
6S"
96"
46"
grade Hogs. Deere, 8 cos nga 8 ore rn m0 rn afXb :,) OW%, @sW PuysrgkM SAm1 eorwar Pi, (Sid. spa. aas.20)
Standard Spect lcaton IFD4.3. Ltd. � ores t2(1�
Spec. 9{16-11m�
PLBLAC orOttx CATCH BASIN TYPE Z SPD• PLAN - OM 00
+1 f DERIRTMENT
�--� raal.c;I1 s�rai�
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
3 FOURTH SUBMITTAL
4 MYLARS
5 CONSTRUCTION SET
NO
REVISION
5 1 rr
LEVEL -
HooD L _� y
h• R
1l1' MN
SEE NOTE E
FRAME
2r UN.
flip.
rMIN.I �
i \�
SEE NOTE 4
�.1
-� SEE NOTE 2
(TYP.) - 3
n
T
TOP VIEW
PRa! DETAIL
CU$S OR CAME AND GUTrFR ..
MATCH TOP OE HDOD
_
Tp TOP OF kS.IRe (tYP)
HOOD
r_
t r gip"
`
�? DO NOT INSTALL
SAFMYSARIOEBRISGUARn
2r t Zr VM4ED GRATE
FRAME
ISOMETRIC
VIE W
PLTDL_� WORKS
UEt Ale 1'MEP•'L
- R34•(WIDE SIDE)
CATCH BASIN TYPE I
G 4 r tWIDE SIDE]
CATCH BASIN TYPE 1 L
SEE NOTE 1
SMOW N A
NOTES
1. The asymmetry of the Combination inlet shall be Considered when
calculating the~ distance for the catch basin- See SECTION A.
2. The dimensions of the Frame and Hood may vary slightly among diF-
ferent manutacturers- The Frame may have Cast features intended
to support a tote guard. Hood Units shad mount outside Of the
Frame The methods for fasienirg the Safety Bar ! Debris Guard Rod
to the Hood may very. The Food may include casting lugs. The top
of tie Hood may be cast with a pother.
3. Attach the Hood to the frame with two 3f4" x 2' heat head boils, nuts,
and oversbe washers. The washers shed have diameters adequate
to assure full hearing acmes the able.
4. When boll -dawn grates are Specified In the contract, provide two
holes in the frame, that are vertically aligned with the graft slots.
Tap each hole to accept a 5V x - 11 NC x 2' alert head cap slew.
Location of bolt -down holes verhss among dlfm ant manutadurera
See BOLT- DOWN DETAIL
s. Only ductile Iron Vaned GrOm shad be used.
9- This plan Is Intended to show the in taleton delaNe of a manulao-
turgid product. It Is not the Intent of this plan to show the spodk
delal Is necessary to fabdc m fa the castings shown on this drawing.
OPEN CURB FACE PLAN - 209.t10
FRAME AND GRATE
INSTALLATION DETAIL '1IARC- ''�� '
X
�
NOTES
1.
As acceptable Wernr My to the repair Shown In the PRECAST BASE
t'RAttt�r 11r YMtii IRATE
SECTION. fibers (placed accord ing to the Standard Specifications). or
Wire mesh having a mlydmum area or 0.12 square Inches per foot shall
he used with the minimum required teher shown in the ALTERNATIVE
PRECAST BASE SECTION. Wine mesh shall not be placed in the
J-
7P ,.
knockouts.
2.
The knockout diameter shall not be greeter than 18" Knockouts shell
have a wall thickness of Y minimum to 2-5' maximun. Provide a 1 _S"
6
n infrium gap between the knockout wall and the outside of the plps.
l
After the pipe a s IS d, fill tie gap with joint mortar in accordance
with Standard Specification 9 04.3.
s t�
3.
The mandmum depth from the finished grade to the lowest pipe Invert
othall be 5 ,
OW ifs BAR HOOP FOR 6• HE GHT
_ s
4.
The frame and grate m wet be Installed vreFt the flange down.
rn0 hl8 BAR HOOPS rC4i 7T HEIGHr
S.
The Precast Section may have a mundad floc, and the wale may
RE AN"LAR ADJUSTMENT SECTION
a rat
be sicced at a rate of 1:24 a steeper.
6.
The opening shed be measured at Me Lipp of the precast base section.
®l r
7.
AN lcaup holes be OA the baaln has been
p Shall grouted after placed.
f
} • , n
8.
AN grade rings and castings shall be set in mortar In accordanw vA h
Standard Specifcalicn 9-04.3-
_
JI
a3 BAR EACH cam ER
0 BAR HOOP -- - -
---`�
__
- , 4
T
Y3 BAR EACH SIDE
r�'',
43 Bali EACH
PRECAST I� aBl"i1. ON 43 BAR EACH CORNER
;
aS BAR HOOP ---
{t..
sr
T
am NOTE 1 '..
ALTERNATIVE PMCAST RASE SECTION
CATCH BASIN TYPE 1P
PEFARTMEI-'_r (FOR PARKING LOT)
ESM
01/31/200
SURVEYED:
ESM
10/22/201 CDESIGNED:
ESM
12/06/201'
ESM
12/22/201 C
DRAWN:
ESM
02/24/201
CHECKED:
BY I DATE I AP P R I APPROVED
SCALE:
1 •=2a
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SM. PLAN - 200,20
'.1z11iC1i _'C10
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
- � r
r �ti t
£
- BLOT-9EE DETAIL 8
- - _ AND NOrTE1
- W
2v
t 111-rni1 T- ,TF-: 9 t11.F' AJ YL_LL IxVIL1
a;
TOP SECTION in
-..._ 7OR 8EQUAL SPACE8
s - - --aw
SEC170N 12" ;
r
MIKM
NOTEII
11N'
r �
- t>!� � •' ` � ■OLT-■ONN SLOB DETAN.
• 7
I. Proyide two slorIn In tare grate that are verlically aligned
with fie hales n tls f ante. Locxten of bolitdown ebts
varies aft" different manufaehaers-
IDOMt•TI■C2. Refer to Standard Specification 9-05.15(2) for additional
reciurrements
3, Uniese Othw AAss specdlec, varied grates shall be used with standard tame
In the travel way, gutter or shoulder- vaned grates shall not the located
within crossroads- Use vaned grates along relied cum.
SM. PLAN - E04.20
+ + P c13L-C RECTANGULAR
llLP tl�"h1L V'1' VANED GRATE __
'�aliL Laos
- u
R GANG D r SPACfla
1£ (Tt'F.tMD ,
2p" x 3r. {I I
OR DRAM, .4W OAK
HOLE �.• ` - 1 I�
12'
1•MW. - � � 2 1!2• Mix. _ . .
Wor tits' FLAT OLAB TOP : f I"1£
+ PREFABRICATED LADDER
+ i.• 96 BARB @ IF SPACING /
wN.
S. x
24' DI1M., 424
r bIAkL
OR IIIDIAM. HOLE T°= Y
2•(TYP.) TYPICAL ORIENTATION
FOR ACCESS AND STEPS
-11• MN STEP
21r1 MAIL
72- FLAT SLAG TOP
24' MINA,
MRS @ v SPACING
21r x 24" Off
24• DIAM_ HOLE J `'
�' P iT'•P 1 4r MN. 4
-r 1• MIN.
- 2Ur MAX. E ITMC GONE SECTION
41', 54, or Or FLAT SLAM TOP
61 OR 1
l 2 . 14 ONE R3 DAR HOOF FOR a' -_ i. ONE *3 BAR HOOP ` 4-
TWO 03 BAR HOOPS FOR 17 �
CIRCULAR 9 11JUSTNE7lT SECTION
ROCTANOULAR ADJ/iTommif SOCTNiN
1.0 As an aoceptable alternative to rebar, wire mesh having a
rninknum area of 0.12 square inches per foot may be used
for adjustment sections.
* PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD PLAN - 904'00
PF.P:1RTfviFNT DRAINAGE STRUCTURES
MARCH �200R
CITY OF
RENTON
Planning/Building/Public Works Dept.
GLADCO DEVELOPMENT, L.L.C.
ROSEWOOD HIGHLANDS
STORM DETAILS AND NOTES
PAGE
DRAWING NO:
DT-02
SHEET: OF.
24 31
FREVISIONS
NO.
DESCRIPTION/DATE
BY
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
5
CONSTRUCTION SET
02/24/2011
ESM
6
AS BUILTS
09/12/2011
ESM
AS BUILT MYLARS
10/19/2011
ESM
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42334
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JOB NO.: 1352-001-006
DWG. NAME:
DT-02
DESIGNED BY:
KAO
DRAWN BY:
CLC
CHECKED BY:
DATE: 10/19/2011
DATE OF
PRINT:
DT-02
24 OF 31 SHEETS