HomeMy WebLinkAboutR-396605Y
N
m
3
0
FRAME AND VANED GRATE
6" OR 12"
ONE 9.3 BAR HOOP FOR 6• HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
12"
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP*
12'
(STD. SPEC. 9-0520)
SOLID WALL PVC
15'
(STD. SPEC. 9-05.12(1))
PROFILE WALL PVC
15"
(STD. SPEC. 9-05.12(2))
iF CORRUGATED POLYETHYLENE
STORM SEWER PIPE
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NOTES
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to the rebar shown in the PRECAST BASE SECTION, fibers alternatives
1. As acceptable
d a according to the Standard Specifications), or
(placed
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.
#3 BAR EACH CORNER
_
#3 BAR EACH SIDE
#3 BAR EACH WAY
PRECAST BASE SECTION
#3 BAR EACH CORNER
18" MIN
#3 BAR HOOP
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
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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 routed full after the basin has been laced.
P P 9 p
8. All grade rings and castings shall be set in mortar in accordance with
Standard Specification 9-04.3.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
STD. PLAN - 200.00
PUBLIC WORKS CATCH BASIN TYPE 1
DEPARTMENT
MARCH 2O08
24" a
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Co
1
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BOLT -DOWN SLOT -SEE
DETAIL AND NOTE 1 J
40
A
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B
TOP
4 3/4"
L
T
=-7-,'R -SEE NOTE 2
SECTION O
5"
3 1/2"
1/2
,3/4" 5/8 3/4"
4 �-� -- 314" DIAM. HOLE 1 1/4"
1 1/2• 10 DIAM. HANDLE
SECTION O
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
SECTION OB
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
PUBLIC WORKS RECTANGULAR SOLID
STD. PLAN - 204.10
DEPARTMENT METAL COVER
MARCH 2O08
GOLDSMITH
LAND DEVELOPMENT SERVICES
w 1215 1 14th Ave SE, Bellevue, WA 98004 1 PO Box 3565, Bellevue, WA 98009
a T 425 462 1080 F 425 462 7719 www.goldsmithengineering.com
JOB NO. 14134 iCAP RHODY RIDGE, LLC
11/1/18
1 • Gold
of WAS
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14,7 1 z x
24597
�04� GISTEg�'9
SSIONAL St O
0
6
0
\ CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
HANDHOLD
�g5 Z RECTANGULAR ADJUSTMENT SECTION
2 OR CIRCULAR ADJUSTMENT SECTION
m v GROUT, TYPICAL (SEE NOTE 5)
FLAT SLAB TOP
46', 54", 60', 72', 84" OR 96"
MORTAR (TYP.)
STEPS ER
LADDER
'ILLET N REINFORCING STEEL (TYP-)
\ b 12' GRAVEL BACKFILL FOR
. , PIPE ZONE BEDDING
e•
SEPARATE BASE INTEGRAL BASE
CAST -IN -PLACE PRECAST WITH RISER
WRING
1r
GRAVEL BACKFILL FOR
8T - PIPE ZONE BEDDING
J� SEPARATE BASE
PRECAST
SE 1 /4, SE 1 /4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M.
CATCH BASIN DIMENSIONS
CATCH
BASIN
DIAMETER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KNOCKOUT
SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASE REINFORCING STEEL
in2fft IN EACH DIRECTION
SEPARATE BASE
INTEGRAL BASE
48'
4•
6"
36"
8"
0.23
0.15
54'
4.5"
8"
42•
8•
0.19
0.19
so,
5"
8"
48"
8"
0.25
0.25
72"
e"
8"
60"
12"
0.35
0.24
84•
1 8"
1 12"
1 72"
1 12"
0.39
1 0.29
9e•
1 8"
12"
1 84"
1 IT
0.39
0.29
NOTES
I. No steps are required when height is 4' or less.
2. The bottom of the precast catch 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 d d f h II b t' ' rd •th
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASIN
DIAMETER
CONCRETE
ALL
METAL
CPSSP
O
SOLID
WALL
Pvc 20
PROFILE
WALL
Pvc p
48•
24'
M.
24"
27'
30'
54"
30"
36"
30"
27"
36"
60"
36"
42"
N.
3W
42'
72"
42'
54'
42"
36•
48"
84"
54"
60"
54"
36'
48"
N'
Bo"
72"
60"
36'
48'
gra a nngS, users, an Cas ngS S a e Se In m0 rta r In aCCO ance WI
Standard Specification 9-04.3. 8 (Bid. Spec. 9-0. Corrugated
511)) Polyethylene Storm 9-0 Sewer Pipe (Std. Spec.
(Sid. Spec. 9-05.12(2))
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PUBLIC WORKS CATCH BASIN TYPE 2 PLAN - 201.00
DEPARTMENT
�N tp MARCH 2O08
�''•Illl>•�I�Ibr.
1"�44,
11r [13mm] LETTERING
BOLTHOLES - 3 PLCS EQUALLY SPACED 120"
APART ON 231116" (586mm) DIA B.C.
q 3
RENTON
AHEAD OF THE CURVE
DRAIN
(1)1" (25mm)
DIA PICKHOLE
® 1 1/4• [32mml LETTERING
PLAN VIEW
25• DIA.
[635mm] 1'
r [25mm]
3/4' +L1li
[19mm]
9 3/a 2112
-# Immrn] [64mm1
TYP
COVER SECTION VIEW
26 1/2" DIA
[673mm]
25 1/4" DIA
[641mm] 1 1/18"
"4. (Bmm) DIA [27mm]
NEOPRENE GASKET
11
1T
[752mm8"]
J
5/8" 23 3/8" DIA CL OPEN
[16mm] [594mm]
27 5/16" DIA
[694mm]
34 1/8" DIA
[867mm]
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
58r'-11 x 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4" 1 1I18"
[Bmm] _ [27mm]
1/8• 1T
[3mm]
1/8'
[R3mm]
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1
OR APPROVED EQUAL.
aj PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN - 204.50
�N CCU DEPARTMENT
MARCH 2O08
NO.
REVISION
DF NEWCASTLE, KING COUNTY, WASHINGTON
0
FRAME AND VANED GRATE
CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM CONTACT.
THE SURFACE AREA OF 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 j2 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 BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR
MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD
SPECIFICATION 9-20.3
8. PICK I LIFTING HOLES ARE TO BE GROUTED WATER TIGHT.
PUBLIC WORKS CATCsA CASUM INSTALLATION STD. PLAN - 202.00
DEPARTMENT
MARCH 2O08
#6 BARS @ 7" SPACING
24" DIAM., 48" DIAM.
OR 54" DIAM. HOLE
2" (TYP.) r
12
1' MIN.
1/2'MAX.
8W* or 86" FLAT SLAB TOP
A�i
#5 BARS @ 6" SPACING
20" x 24",
24" DIAM., 48" DIAM.
OR 54" DIAM. HOLE 2" (4411"MIN.
TYPICAL ORIENTATION
J- FOR ACCESS AND STEPS
m
2 1/2" MAX.
72" FLAT SLAB TOP
2�
#4 BARS @ 6" SPACING
a
20' x 24" OR
24" DIAM. HOLE
2"(TYP.) ''• -�'-.
t' 48" MIN.
V MIN.
2112" MAX. ECCENTRIC CONE SECTION
48", 54", or 60" FLAT SLAB TOP
12" (TYP.)
M
a
6"
to
12"
PREFABRICATED LADDER
12" MIN.
�s
STEP
6"
OR 12"
<�CINE #3 BAR HOOP
ONE #3 BAR HOOP FOR 6" 0 4" S•
TWO #3 BAR HOOPS FOR 12"
CIRCULAR ADJUSTMENT SECTION
RECTANGULAR ADJUSTMENT SECTION
1.0 As an acceptable alternative to rebar, wire mesh having a
minimum area of 0.12 square inches per foot may be used
for adjustment sections.
PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD. PLAN - 204.80
DEPARTMENT DRAINAGE STRUCTURES
"A�N,fp MARCH 2O08
SURVEYED:
LN
DESIGNED:
BPF, SP
DRAWN:
SP
CHECKED:
BPF, KJG
BY DATE APPR APPROVED:
KJ G
SCALE:
NTS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
29114"
N
r
BOLT -DOWN HOLE (TYP.)
5W -11 NC, SEE
DETAIL & NOTE 2
O
APPROVED FOR CONSTRUCTION
BY: DATE: -
CITY OF NEWCASTLE
THESE DRAWINGS ARE APPROVED FOR CONSTRUCTION FOR A PERIOD OF 12
MONTHS FROM THE DATE SHOWN HEREON. THE CITY RESERVES THE RIGHT
TO MAKE REVISIONS, ADDITIONS, DELETIONS, OR MODIFICATIONS SHOULD
CONSTRUCTION BE DELAYED BEYOND THIS TIME LIMITATION. THE CITY, BY
APPROVING THESE DRAWINGS, ASSUMES NO LIABILITY IN REGARDS TO
THEIR ACCURACY OR OMISSIONS.
NOTES
TOP
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
241/4'
a 5/8' - 11 NC x 2" alien head cap screw.
Location of bolt down holes varies among different
e
manufacturers.
3. Refer to Standard Specification 9-05.15(2) for additional
4.
requirements.
SECTION A
RECESSED ALLEN
HEAD CAP SCREW
718" 1/8. 5/8"-11 NCx2"
II�{I 3/4" GRATE
a �
1 5fir
2 1/2'
SECTION
BOLT -DOWN DETAIL
DETAIL O SEE NOTE
p�PUBLIC WORKS RECTANGULAR FRAME
$ DEPARTMENT
N'C
S
9 I, 12
Smooth Coupling Band
for Smooth Pipe
material to be 3"
ASTM A
plate galvanized
I I
after fabrics ion
per ASTM A 123
r
4.1
slots to be
all holes 119/sz x• a
-Y4" diam. �� 1
7" coupling bend
4"
STD. PLAN - 204.00
MARCH 2O08
Pipe stakes
I
LJ
049
On
u�
u^
r-1
�a
4z
12"
I �
O
Plate Detail
coupling band
NOTE:
♦ `
1. The smooth coupling band shall be used in
v
1„ collar (2" pipe) combination with concrete pipe.
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2. Concrete pipe without bell and spigot shall
not be installed on grades in excess of 20%.
weld weld 3. The first anchor shall be installed on the first
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plate (see detail) section of the lower end of the pipe and
remaining anchors evenly spaced throughout
the installation.
material to be ASTM
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4. If the pipe being installed has a manhole or
A 36 galvanized after
p catch basin on the lower end of the pipe, the
1 )" x 6' pipe stakes fabrication per ASTM p
each side of culvert A 153 first pipe anchor may be eliminated.
v
5. When CMP is used, the anchors may be
attached to the coupling bands used tojoin
flatten to point the pipe as long as the specified spacing is
Anchor Assembly not exceeded.
Corrugated Metal Pipe 6. All pipe anchors shall be securely installed
before backfilling around the pipe.
R-396605
�
PUBLIC WORKS
`�•`•` `
DETAILS FOR COUPLING BANDS
STD. PLAN - 221.20
MARCH 2O08
DEPARTMENT
"AWN
FOR CORRUGATED METAL PIPES
t 0
`/
W
IN COMPLIANCE WITH
CITY OF RENTON STANDARDS
0
DEVELOPMENT ENGINEERING 1•
SURFACE WATER UTILITY
Justin Johnson 02/11/2019 rstraka 02/11/2019 Z
CITY OF RHODODENDRON RIDGE DATE 11/1/18 Q
RENTON ERP PLAN SET 27
Y FIELDBOOK: 1 9 7 7
Y PAGE: 7 / / Q
DRAWING NO: O
Planning/Building/Public Works Dept. STORM DRAINAGE DETAILS D-7
SHEET: OF:
2 6