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FRAME AND VANED GRATE
z
6"OR 12'HOOP FOR 6"HEIGHT
TWO #3 BAR HOOPS FOR 12' HEIGHT
RECTANGULAR ADJUSTMENT SECTION
Cr
h�
43 BAR EACH CORN EF
#3 BAR EACH SIDE
PRECAST BASE SECTION
#3 BAR EACH CORN EF
18" MIN
#3 BAR HOOP
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
12"
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP'k
12"
[STD. SPEC" 9-U.20]
SOLID WWI PVC
15"
(STD. $PEG" "5.12(1))
PROFILE WALL PVC
15"
(STD. SPED" 9-95.12(2))
-k CORRUGATED POLYETHYLENE
STORM SEINER PIPE
NOTES
1" As acceptable alternatives to the Ire bar 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 re bar shown in the ALTERNATIVE
PRECAST BASE SECTION. Win: mesh shall not be placed in the
knockouts.
2" The knockout diameter shall not he 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
he 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 hales 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 9-043"
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
-� STD. PLAN - 200.00
PUBLIC WORKS CATCH BASIN TYPE 1
DEPARTMENT
MARCH 2O08
BOLT -DOWN HOLE (TYP")
11 INC, SEE JJJ
DETAIL 8 NOTE 2
�I
NOTES
1- This frame is designed to accommodate 20' x 24" grates or
Covers
2. Provide two holes in the frame that are vertically aligned with t
he grate or cover slots" Tap each hole to accept
a 5I8' - 11 NC x 2" allen head cap screw.
Location of bolt down holes varies among different
manufacturers.
3. Refer to $tondord SpecifCe(ion 9-05.15(2) for additional
requirements.
SECTION CA)
RECESSED ALLEN
HEAD CAP SCREW
118" 518" - 11 NO x 2"
7�
314' GRATE
ISOMETRIC VIEW
1 <>
v
1
_,V8" 9FRArIF
e
2 112"
SECTION
DETAIL BOLT-DOWNSEE NOTEZDETAIL
��- STD. PLAN - 204.00
PUBI.IC "''OHKS RECTANGULAR FRAME
1)1:PAHTMF1VI'
MARCH 2008
{A Q
C 2020 THE BLUELINE GROUP
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
HANDHOLD
N
R ECTAN G U LAR ADJ USTM ENT SECTI ON
OR CIRCULAR ADJUSTMENT SECTION
GROUT, TYPICAL (SEE NOTES)
-.'�y;�i• -e. `,
- FLAT SLAB TOP
y
Z
2
43°, 54•, eD•, 72 •, ea• OR Be"
K
�
MORTAR "P-)
n I' • , �' .'_
STEPS OR
-�¢�`
LADDER
JI N y,
L
MORTAR FILLET
g �
�
RU NFORCING STEEL TYP. ]
'n'
-
12. GRAVEL BACKR LL FOR
PIPE ZONE BEDDING
SEPARATE BASE I NTEG FLA L RASE
CAST -IN -PLACE PRECAST WITH
RISER
O RING
-
GRALELBAC-LLFOR
6�
_
PI P E ZO NE BEDDIN3
SEPARATE BASE
PRECAST
CATCH BASIN DIMENSIONS
CATCH
D IABMETER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
K"°�ZE�
MINIMUM
➢ISTANGE
BETWEEN
KNOCKOUTS
BASE REINFORCING STEEL
inllft. IN EACH DIRECTION
SEPARATE BASE
INTEORALBASE
48"
4-
6"
3E"
8"
0.23
0"15
54"
4.5"
a"
42'
8"
0.19
0.19
60"
5"
S"
49'
8"
0.25
025
S"
so,
12"
0.35
024
84^
1"
12'
72"
12"
0.39
029
96^
8"
12'
84"
12"
0.M
0.29
NOTES
1. No steps are required when height is 4' or less.
2. The bottom of the precast Gatch basin may be sloped to facilitate 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 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 rode rin s risers and castin s shall beset in mortar in accordance with
PIPE
ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASIN
ALL
SOLID
PROFILE
DIAMETER
CONCRETE
METAL
CPsSP..
WALL
WALL
,t :
PVC:2:
Pvc'3.
48"
24"
30'
24"
27"
30"
54"
3o"
36,
30^
27"
36,
60"
36"
42'
38^
36"
42"
72"
42"
54'
42"
36"
46,
84"
54"
60"
54"
36"
48"
9T
9o"
72"
00"
36"
46"
g g g 1: Corrugated Polyethylene Storm 8emr Pipe (Std" Spec. 9-052D)
Standard Specification 9-04.3. 5; (std. SpQ _ 9-05"12(1))
'- (Std. Spec" 9-05"12(2))
4� Y ra
+� �* PUBLIC WORKS CATCH BASIN TYPE Z PLAN - 201.00
l=` 1)1:PAHTMF;VI'
MARCH 2O08
2(
_I
2 112" DIA " H E
r-�
TOP
3'
W
~O
2
W
W
N
1 1
C
BOLT -DOWN SLOT - SEE n
DETAIL AND NOTE 1
,,IIyI
4314" 11r2'
3W R - SEE NOTE 2
SECTION LA�
3 112'
1 Y1"
_T_- 3 4
-y-
4 314' DIAM. HOLE 1 114'
1 112" IW DIAM. HANDLE
518,
SECTION r
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
SECTION
NOTES
1• 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.
ISOMETRIC
STD. PLAN - 204.10
PLIDUC WORKS RECTANGULAR SOLID
1=84/ DEPARTMENT METAL COVER
,vS MARCH 2008
1 REVISED DRIVE WAYSr SSMH 2 & SELECT SERVICES
2 ADJUST L07S 6-8
J UPDATED CURB RAMP PER CITY COMMENTS
4 WA TER UPDA TES PER FIELD COND177ONS
5 REVISIONS TO EAST END OF ALLEY (SW JRD CT)
NO. REVISION
FRAME AND VANED GRATE
CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM CONTACT.
THE SURFACE AREA OP THE BASE SECTION MUST
BE GROUTED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION.
BASE SECTION
NOTES
SEE NOTE 4
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT,
GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY
THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7.05.3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED.
3, A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT.
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR 3� BOND.
5, ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT
6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT.
7. GROUT IS TO BF NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 197 PER APWA STANDARD SPECIFICATION 9-20.3 FOR
MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRE8SNE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD
SPEC IFICATION 9-20.3
8. PICK 1 LIFTING HOLFS ARE TO BE GROLITFD WATER TIGHT.
PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00
DEPARTMENT
MARCH 2O08
❑
JLL
JD
T
FFF
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D07'ALL
TD
STREAHI
➢LMP
N_ PDL_OTPh-
TOP
24"
7 OR 8 EGUAL SPACES
_DIRECTION OF FLOW
SLOT - SEE DETAIL
AND NOTE 1
J
SECTION (A)
112'
3ra"
1 1fa^
I BOLT -DOWN $LOT DETAIL
SEE NOTE 1
NOTES
1- Provide two slots 1n the grate that are vertically aligned
with the holes in the frame. Locatian of bolt -down slots
varies among different manufacturers.
ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional
requirements.
3• 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.
STD. PLAN - 204,20
PUBLIC WORKS RECTANGULAR
DEPARTMENT VANED GRATE
�p MARCH 2008
LMT
412118
sum j�EVENS, PLS
SCAM,
AS NOTED
LMT
5122118
OESIGRIED:
SHAWN COOPER
LMT
6115118
SDC
7110118
°RAN"'
SHAWN COOPER
ONE INCH
AT FULL SCALE
F NOT ONE INCH
SCALE ACCDRDINGLY
CHW
8110118
CHECKEb
BRE T K. PUDISTS, PE
BY
DATE
AP P R
BREIT K. PUDEMM P
HO
SEE NOTE
29" MIN.
1" MIN. 20 IA"
TYP.
r
L
Z
a SEE NOTE4
y (TYP.)
SEE NOTE 2
(TYP.) N
TOP VIEW
FRAME DETAIL
CURB OR CURB AND GUTTER
MATCH TOP OF HOOD
TO TOP OF CURB [TYP.)
ROOD ,
ISOMETRIC VIEW
Y r
PUBLIC WORKS
r111«J 1)F;PARTMH:NT
A�xO
HORiiOMWALL WD a poi CITY OF
;11R RENTON
DATUM
Planning/Building/Public Works Dept.
DO NOT INSTALL
SAFETY BAR 1 DEBRIS GUARD
29" - br VANED GRATE
r FRAME
FRAME
DETAIL SECTION C
CATCH BASIN
7"
{x 0.58')
3"
{ 0"25')
GRATE
r}- : 34" (WIDE SIDE)
f CATCH BASIN TYPE 1
40"(WIDE SIDE)
•�� CATCH BASIN TYPE I
SEE NOTE 1 �
SECTION IfA l
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 1 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 314" 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 -dawn 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 5I8" x - 11 NC x 2" aIle n 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.
STD. PLAN - 203.00
OPEN CURB FACE
FRAME AND GRATE
INSTALLATION DETAIL MARCH 2O0E3
BY:
BY:
BY:
BY:
R-393514
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
LAN GSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ROAD & STORM DRAINAGE DETAILS
AS -BUILT
DATE:
DATE:
DATE:
DATE:
9/18/2D
REIDBOOK:
PAGE:
ORAWNC NO:
RD-05
SHEET: OF:
18 27
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