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FRAME AND VANED GRATE
OR 12's
ONE #3 BAR HOOP FOR 6'HEIGH I
TWO #3 BAR HOOPS FOR 12' HEIGHT
RECTANGULAR ADJUSTMENT SECTION
'4
6
#3 SAR EACH �,ORNEF
#3 BAR EACH SIDE
#3 PAR EACH.
PRECAST BASE SECTION
#3 BAR EA0H CORNER
181, MIN
#3 BAR HOOP
---------
PIPE ALLOWANCES
------ - ---------
MAXIMUM
I PIPE MATERIAL INSIDE
DIAMETER
REINFORCED OR
PLAIN CONCRETE I
ALL METAL PIPE 1 151,
Cpssp*
12"
(STD. SPEC. 9-05.20)
-------- - -
SOLID WALL PVC
(STD. SPEC. 9-05.12(1))
PROFILE WALL PVC
(STD. SPEC. 9-05
CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
I As acceptable alternatives to the rebar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required rebar shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
knockouts.
2. The knockout diameter shall not be greater than 20". Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe is installed, fill the gap with joint mortar in accordance
with Standard Specification 9-04.3.
3, The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
4. The frame and grate must be installed with the flange down.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7. All pickup holes shall be grouted full after the basin has been placed.
8. All grade rings and castings shall be set in mortar in accordance with
Standard Specification 9-04.3.
SEE NOTE I
ALTERNATIVE PRECAST BASE SECTION
PUBLIC WORKS CATCH BASIN TYPE I
DEPARTMENT
TOP
24"
4 EQUAL SPACES
�_____A_EQUAL SPACES
- --------- . ...... . . ........ , ------- . . .......... M77
y® �
SECTION = A
SLOT - SEE DETAIL
AND NOTE 1
SM. PIM 200.00
MARCH 2008
SECTION
61�
I �
C
BOLT -DOWN SLOT DETAIL
SEE NOTE I
NOTES
Provide two slots in the grate that are vertically aligned
1. with the holes in the frame. Location of bolt -down slots varies
among different manufacturers.
ISOMETRIC
2. Refer to Standard Specification 9-05.15(2) for additional requirements.
3. Use only on sags and vertical curbs locations.
4- Unless otherwise specified, vaned grates shall be used with standard frame
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
y
STD. PLAN 204.30
PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL
UL
DEPARTMENT VANED GRATE
MARCH 2008
NW 114. NW 114, SEC.20. TWP.23 N. RGE. 5 E.. W.M.
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
HANDHOLD
Z
REG -(ANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
k
GROUT TYPICAL (SEE NOTE 5)
_7---
Z FLAT SLAB TOP
Z
- -------------
<
jIlj
4W, W� 60", 72'f.W OR 96"
- - - --------------
MORTAR (TYR)
<
STEPS OR,
I -ADDER II
I AI
MORTAR FILLET REINFORCING STEEL IWr
LO
GRAVEL BACKFILL FOR
-1-2 PIPE ZONE BEDDING
AM- -------
SEPARATE BASE INTEGRALBASE
CAST -IN-PLACE PRECAST WITH RISER
°n" RING'
GRAVEL BACKFILL FOR
SEDDING
Pir"E' �_6Nr
A1.1-1-1-1 A."aw"W41
SEPARATE BASE CATCH BASIN DIMENSIONS
PRECAST MINIMUM
BAS
CATCH i
WALL
BASE
BASIN i ITHICKNFSS
KNOCKOUTI DISTANCE
THICKNESS
DIAMETER 1
SIZE
BETWEEN
---- - -----
48" i
4"
61,
54"
4.5"
... ........ . ..
81,
------ - - --
601
51
81.
---------- -------- 1 -
72'
- - - - --------
61
-------------- - __ - - -
0.19 019
------------
84"
ai�
12'
96,
8�
1 7
NOTES
I. No steps are required when height is 4' or less.
2 The bottom of the precast catch basin may be sloped to facilitatecleaning.
,3. The rectangular frame and grate must be installed with the flange down.
The frame may be cast into the adjustment section.
4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide
a 1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed. fill the gap with joint mortar in accordance with Standard
Specification 9-04.3.
5
All
rade
rin
i
r
and castin
s shall be set in mortar in accordance
with
MAXIMUM
11114
E REINFORCING STEEL.
KNOCKOUTI DISTANCE
1,
in;'Ift. IN EACH DIRECTION
SIZE
BETWEEN
0
00
>
LL!
KNOCKOUTS SEPARATE BASE INTEGRAL BASE
P
36"
A
> .
0.23 0.15
.. . .......... -----1.1"___+____.-'-
42'
- ------
61
Old
-------------- - __ - - -
0.19 019
'0'
X
3------
------------- --- -- ---------
48"
81,
0.25 0.25
6011
12'
0.35 0.24
k)
0
72 9
12"
1
0.39 029
an
12"
0.39
------------ ----------------------
PIPE
------ - ------------------------ -------
ALLOWANCES
Q
CA TCH
PIPE 11%AATERIAL
WITH MAXIMUM INSIDE DIAMETER
DIAMETER
--------------
___. ____hiaiall
ALL
CONCKlizuE-1 METAL
r
CPSSP WALL WALL
I
i �f) PVr' PVC `Vo
..........
48'
24"
30"
24"
27" 30'
Z
----- - ----
-
54'
30"
'3r,"
30
27" 36"
60'
36"
42's
36"
36" 42"
72'
42"
54"
42'
36's 48"
..........
_ ...........
.- ......
----------- ---
PA'
54"
601,
54's
36" 48"
96,
.......... ---------------------------
60"
-72"
60"
1 36" 48'
g
g
,
,
g
'E i Corrugated Polyethylene Storm Sewer Pipe (Std. Spec- 9-05-20)
Standard Specification 9-04.3. 2 (St.0. Spec. 9-0512(l))
(Std. Spec. 9-05-12(2))
STD. PIAN 201.00
MR
PU'BLIC 6 ORKS I CATCH BASIN TYPE 2 DEPARTMENT
MARCH 2008
LANE LINE
MARKING
STANDARD VEHICLE WHEEL. PATH
--------
4.1 5'
MIN. MIN. MIN,
-----------
ACP CLASS*
MIN. IN.
6" CRUSHED
2" CLASS 'B' SURFACING TOP
COURSE
2" SAWCUT AND REMOVE EDGE OF PAVEMENT,
OR GRIND, SEAL WITH EDGE OF CURB & GUTTER,
AR400OW OR CENTER OF LANE LINE
MIN.
HO
SEE NOTE
29" MIN.
1" MIN 20 14'
- --------------- - - -------------------
TYR
---------- - -----------
Z A
cS
SEE NOTE 4
(TYP.)
SEE NOTE2
Z
(TYP
--------
1
-----------------------
I- - ----
TOP VIEW
FRAME DETAIL
CURB OR CURB AND GUTTER
ISOMETRIC VIEW
PUBLIC WORKS
+
DEPARTMENT
L
*MINIMUM ACP CLASS 'E' or 'B' SHALL. BE:
PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - 6" ACP CLASS 'E' or 'B,
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or '13'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING PAVEMENT THICKNESS.
FOR FLEXIBLE PAVEMENT
ADOPTED
Crff OF RENTON
+
STANDARD PIANS
LST DATE: 02/05
02/2005 MODIFIED NOTES DCV DC
07/2004 MODIFIED NOTES DCV GZ
--- 5A -TE DI DWG. NAME- H032 SP PAGE:HO32
.............. BY APPR
tBRIS GUARD,
AHED GRATE
LAME
DETAIL SECTION I A
CATCH BASIN
T'
GRATE
FRAME
24"
T---------- --
- ---------------
Z
N SL(
BOLT
DETAIL AND N07
0
2 1 f2'DIAM. HOILE
Nil -DOW
=34' (`WIDE SIDE)
CATCH BASIN TYPE 1
- -------- - -----------
Z 40' (WIDE SIDE)
CATCH BASIN TYPE 1L
---- - ------
SEE NOTE
SECTION i'A i
NOTES
1. The asymmetry of the Combination Inlet shall be considered when
calculating the offset distance for the catch basin. See SECTION A.
2. The dimensions of the Frame and Hood may vary slightly among dif-
ferent manufacturers. The Frame may have cast features intended
to support a grate guard. Hood units shall mount outside of the
Frame. The methods for fastening the Safety Bar / Debris Guard Rod
to the Hood may vary. The Hood may include casting lugs. The top
of the Hood may be cast with a pattern
3. Attach the Hood to the frame with two 3/4" x 2" hex head bolts, nuts,
and oversize washers. The washers shall have diameters adequate
to assure full bearing across the slots.
4. When bolt -down grates are specified in the contract, provide two
holes in the frame that are vertically aligned with the grate slots.
Tap each hole to accept a 5/8" x 1 NC x 2" alien head cap screw.
Location of bolt -down holes varies among different manufacturers.
See BOLT- DOWN DETAIL
5- Only ductile iron Vaned Grates shall be used.
6. This plan is intended to show the installation details of a manufac-
tured product. It is not the intent of this plan to show the specific
details necessary to fabricate the castings shown on this drawing.
OPEN CURB FACE STD. PLAN 203.00
---------------------------------------------------------------- ----------- -- -----
FRAME AND GRATE
MARCH 2008
INSTALLATION DETAIL
2 L A
OR C
M IN M I I
1MIN MIN k4i I N i
C L A'S 'F'�'
1J1_:11H;!T_'1__-'J R�'"K,
__1_"
AD
LL_ iL.-L,
REQJIR'E_D BY IE-NGINEER
M N - -- - - 9 ------------
TT i
D E P r"� �J r
C'A fv/�C k N; I— -'E V 0
----------- 6, M 1 - ------------------
-------------
MIN
DW(
FO F' MUN '-S)TANDARDS, S
"I
J_z
[`� P /A "'E H �3
�FIED NC
MOD jTES
---------------- ----------- ----------------- ---- - - - - -- --- ------------
MODIED NOTFS DCV
Pv
REVIS30N I
0 F_ (""U B 0 R)
I`-) F_ F) A Is, /I i:_N I
ENTER
LINE OR
Ll N E
�ANE
TOP
4 3/4" 1 112"
------ -
- ------ -- ---
7,
N
3-1
-- --------- ------ -------
39" R - SEE NOTE 2
SECTION �A
7 7
51
4
1 1
12�
112"
_4
'314"
3/4" 1
4"A"
-J 314- DIAM. HOLE
1f2l' DIAM. HANDLE
�4
--- -------------- -
51
SECTION
C)
X
BOLT -DOWN SLOT DETAIL
SEE NOTE I
SECTION
NOTES
Provide two slots in the cover that are vertically aligned
with the holes in the frame.Location of bolt -down slots
varies among different manufacturers.
2. Alternative reinforcing designs are acceptable in
lieu of the rib design.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements
4 For Frame details, see City of Renton
Standard Plan 204.00.
1_0
ISOMETRIC
y
STD. PIAN 204.10
PUBLIC WORKS RECTANGULAR SOLID
s, ML
DEPARTMENT
METAL COVER
MARCH 2008
_A�""ING "'('1 11 &
D SURI]: I'J "/"j E
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
ADOPTED
CITY OF RILN'TON
STANDARD PLANS
LST DATE: CO2 '05
MS�r`10,32
----------------- ---------------------------------------------------------------------------- - ---
IN COMPL A NCE WITH CITY OF RENTON
STANDARDS
BY: DATE:
B Y: DATE:
B y: DATE.
BY: DATE:
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4 3/4" 1 112"
------ -
- ------ -- ---
7,
N
3-1
-- --------- ------ -------
39" R - SEE NOTE 2
SECTION �A
7 7
51
4
1 1
12�
112"
_4
'314"
3/4" 1
4"A"
-J 314- DIAM. HOLE
1f2l' DIAM. HANDLE
�4
--- -------------- -
51
SECTION
C)
X
BOLT -DOWN SLOT DETAIL
SEE NOTE I
SECTION
NOTES
Provide two slots in the cover that are vertically aligned
with the holes in the frame.Location of bolt -down slots
varies among different manufacturers.
2. Alternative reinforcing designs are acceptable in
lieu of the rib design.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements
4 For Frame details, see City of Renton
Standard Plan 204.00.
1_0
ISOMETRIC
y
STD. PIAN 204.10
PUBLIC WORKS RECTANGULAR SOLID
s, ML
DEPARTMENT
METAL COVER
MARCH 2008
_A�""ING "'('1 11 &
D SURI]: I'J "/"j E
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
ADOPTED
CITY OF RILN'TON
STANDARD PLANS
LST DATE: CO2 '05
MS�r`10,32
----------------- ---------------------------------------------------------------------------- - ---
IN COMPL A NCE WITH CITY OF RENTON
STANDARDS
BY: DATE:
B Y: DATE:
B y: DATE.
BY: DATE:
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