HomeMy WebLinkAboutR-423022PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
12"
CONCRETE
ALL METAL PIPE
15"
CPSSP",
STD. SPEC. 9-05.20
12"
SOLID WALL PVC,
STD. SPEC. 9-05.12(1)
15"
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)
15
" CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9-05.50(9)), 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. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED.
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 FEET.
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
1H:24V 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
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-20.3(2).
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND
FRAMES.
9. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION.
ALTERNATIVE PRECAST BASE SECTION
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
A09"
STD. PLAN - 200.00
cj�PUBLIC WORKS APPR ED:
DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018
rueuc woks aemminrawr DATE
24"
1
O
2 1/2" DIA. HOLE
O
ooaoaoo
TOP m
4", 6", 12", OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
NOS:6
EE
A"
#3 BAR EACH CORNER
#3 BAR EACH SIDE
..AR EACH WAY Y
PRECAST BASE SECTION
#3 BAR HOOP
#3 BAR EACH
CORNER 18" MIN.
I
I
11T
BOLT -DOWN SLOT, W4"
SEE DETAIL AND
NOTE 1 1 1/4"
�I
5/8"
T
I
I
BOLT -DOWN SLOT DETAIL
L _ _ _ SEE NOTE 1
3'
R26", SEE NOTE 2
1 112'
ISOMETRIC
I� 4 3/4' 1 1 r 1 1l2"
SECTION B
1 5/8" MAX.
R39", SEE NOTE 2
5„
NOTES:
3 1/2"
314"
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,
GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED.
y8
PROVIDE TWO HOLES IN THE FRAME THAT ARE
VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN
4"
HEAD CAP SCREW BY BEING TAPPED, OR OTHER
If _ 3/4" DIA. HOLE
APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES
VARIES BY MANUFACTURER.
L
1/2" DIA. HANDLE
1 1/2"
2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN
LIEU OF THE RIB DESIGN.
SECTION C
3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR
ADDITIONAL REQUIREMENTS.
4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD
PLAN 204.00.
UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS)
a
STD. PLAN - 204.10
• PUBLIC WORKS
RECTANGULAR SOLID METAL COVER
9/28/2018DEPARTMENT[G;Z
vonn<worksnami„isrzasor DATE
:45 Al
:4S AN
CATCH BASIN FRAME AND VANED
GRATE PER STD. PLAN 204.00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAX.)
- MORTAR, (TYP.), SEE NOTE 5
4" MIN.
28" MAX.
16" MAX.
FLAT SLAB TOP
48", 54", 60", 72",4", 8
96", 120" OR 144"
SEE NOTE 6, TYP.
15' MAX.
FOR
MAINTENANCE
STEPS OR
LADDER
`-
�o
T
"MIN.
"O" RING
24"
2 5" MAX
REINFORCING STEEL, (TYP.)
MIN.
12" MAX.
12"
+
GRAVEL BACKFILL FOR PIPE ZONE
12^
BEDDING PER WSDOT STD.
_
SPECIFICATION SECTION 9-03.12(3)
6"
6"
SEPARATE BASE
INTEGRAL BASE
PRECAST
PRECAST WITH RISER
NOTES:
1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.
2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE
OP SLED 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 GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET
IN MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3.
6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE
CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO
AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF
THE SAME MATERIAL AS THE CONNECTING PIPE.
7. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
• PUBLIC WORKS
DEPARTMENT
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN. BASE
THICKNESS
MAXIMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
48"
4"
6"
36"
8"
54"
4.5"
8"
42"
8"
60"
5"
8"
48"
8"
72"
6"
8"
60"
12"
84"
8"
12"
72"
12"
96"
8"
12"
84"
12"
120"
10"
12"
96"
12"
1""
12"
12"
108'
1 12"
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
CONCRETE
ALL METAL
CPSSP
SOLID WALL
PVC,
PROFILE WALL
PVC,
48"
24"
30"
24"
30"
30"
1.DIAMETER
30"
36"
30"
36"
36"
60"
36"
42"
36"
42"
42"
72"
42"
54"
42"
48"
48"
84"
54"
60"
54"
48"
48"
96"
60"
72"
60"
48"
48"
120"
66"
84"
60"
48"
48"
144"
78'1
96"
1 60"
48"
48"
'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20)
3 STD. SPEC. 9-05.12(1)
'STD. SPEC. 9-05.12(2)
CATCH BASIN TYPE 2
a
FLOW
o
0
0T
TI-T
7
0
OUTFACE
TO
STREAM
DUMP
NO POLLUTANTS
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 201.00
[PIOV�D
GAZ 9/28/2018 I
r„euc woes nemimsaamr DATE
I 1 1
BOLT -DOWN SLOT, I 112"
SEE DETAIL AND
_NOTE 1
I11iI
I t/4/4" I
I � I
I I
I I
I BOLT -DOWN SLOT DETAIL
L _ _ _ SEE NOTE 1 _ _ _ J
TOP m
/\ VA' RFCFSSFO I FTTFRINr
W
ISOMETRIC
i�
3"
5'
5"
5"
20"
5"
5"
24"
7 OR 8 EQUAL SPACES
5"
1DIRECTION FLOW I 3'
1 5/8" MAX. -T ���
SECTION A SECTION B
NOTES:
i. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 518"-11 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY
MANUFACTURER.
2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS.
3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
RD
STD. PLAN - 204.20
a PUBLIC
UBLIC WORKS
RECTANGULAR VANED GRATE GAZ 9/28/2018 1
Vubucworks name"�nnw, DATE
:45 AI
:45
SEE NOTE 4
CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM CONTACT. THE SURFACE
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION ADJUSTMENT SECTION
I I
I I
I I
I I
NOTES:
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED 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
MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/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. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Yz BOND.
5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR.
6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3.
7. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-20.3(2).
8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS.
9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF
SUFFICIENT LENGTH.
10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION.
2'.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 202.00
•tea PUBLIC WORKS vao
III DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 1 9
vobrr worws namimsvxor DATE
-24-
4 EQUAL SPACES 4 EQUAL SPACES
1 5/8" MAX. J
I
I
1 1/2"
BOLT -DOWN SLOT,
SEE DETAIL AND 3/4"
NOTE 1
1 1I/4"
I �
I
I r1 I
I I
BOLT -DOWN SLOT DETAIL
L _ _ _ SEE NOTE 1
SECTION B
NOTES:
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"A 1 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY
MANUFACTURER.
2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS.
3. USE ONLY IN SAGS ON VERTICAL CURVES.
4. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00.
UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS)
STD. PLAN - 204.30
PUBLIC WORKS
RECTANGULAR BI-DIRECTIONAL
PR D
.•.�
DEPARTMENT
VANED GRATE
GAZ 9/2s/2o18
s Aem, DATE
1
CITY COMMENTS
SES
10/12/2
SHM
SURVEYED: RDW
2
REVISE WALL
SES
3/7/23
SHIM
DESIGNED:
3
CITY COMMENTS
SES
1 /25/23
SHIMSHM
4
CITY COMMENTS
SES
6 5 23
SHM
°RA'"" SES
CHECKED: SHY
NO.
REVISION
BY
DATE
APPR
APPROVED: SHM
:4S A
:4S AN
RECESSED ALLEN
HEAD CAP SCREW
5/8"-11 NC x2"
GRATE
FRAME
SECTION BOLT -DOWN DETAIL
SEE NOTE 2
TOP
24 1!4"
I
SECTION A
SEE DETAIL ISOMETRIC VIEW
/ 7l8"
1/8"
' 11/4^ , N. THIS FRAME IS DESIGNED TO ACCOMMODATE 20"x OTES:
1 4 1/2" I 1 SEE STANDARD PLANS 204. 0 204.20, 2D4 30, AND 204.40.�TES OR COVERS,
2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, OTHERWISE SPECIFIED.\ �I TWO HOLES IN THE
FRAME THATLESS ARE VERTICALLY ALIGNED WITHODE THIE GRATE OR COVER SLOTS.
1 5/8" / THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2"ALLEN HEAD CAP SCREW BY
3/4" BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF
\ BOLT -DOWN HOLES VARIES BY MANUFACTURER.
\ 2 1/2"
3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
\ DETAIL REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.00
PUBLIC WORKS ArMNARECTANGULAR FRAME GAZ
9/28/2018
� DEPARTMENT AZ
YP.b oM1S Amsnamr DATE
1/2" LETTERING
- BOLT HOLES-3 PLACES
EQUALLY SPACED 120" APART ON
23 1/16" DIA. B.C.
RENTO
0
DRAIN
(1) 1- DIA. PICKHOLE
e� nu view 11/4"LETTERING
25" DIA.
3/4"
8 3/4"
III_ (TYP.)
COVER SECTION VIEW
26 1/2" DIA.
25 1/4" DIA.
1/4" DIA. NEOPRENE GASKET
.-T
L\�
3 3 2
s/E" ,0 DIA. CL OPEN
27 5/16" DIA.
34 1/8" DIA.
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
50-11 x 1.5 SS RUBBER
WASHER
EON BOLTING DETAIL
[ 1 1/16"
R1/8"
GASKET GROOVE DETAIL
NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1
OR APPROVED EQUAL.
STD. PLAN - 204.50
• PUBLIC WORKS STORM ROUND FRAME AND COVER
'11� (PUBLIC)
DEPARTMENT artin Pastucha$/13/2020
VAMVV
"7�F8B449D... DATE
PROJECT NO. 20134
% SIDEKO
.pF WAS y11000
�9
CIVIL ENGINEERING
Z:
LANDSCAPE ARCHITECTURE
`off,•. ,�, 41846 O ��
PLANNING
onn��s TONAL �NG\���
DESIGN SURVEYING
-5-23
72100 NE 795th St, Suite 300 Bothell, Washington 9807 1 425.885.7877
SCALE:
VERTICAL.
HORIZONTAL NAD 1983/1991
A10atk
CITY Y OF
r3
RENTON
ONE INCH
DATU M
Planning/Building/Public Works Dept.
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
:45 AP
1 8:48
R-423022
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Wanders 06/07/2023
STORM DETAILS
DATE:
MARCH 2O22
FIELDBOOK:
PAGE:
DRAWING NO:
C4.35
SHEET: 22 OF: 40