HomeMy WebLinkAboutR-408514DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE
IT,
ALL METAL PIPE
15"
CPSSP',
STD. SPEC. 9-05.20
12"
I 1", 2•, 4", 6•. 12', OR 24'
\`ll
SOLID WALL PVC,
STD. SPEC. 9-05.12(1)
15"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)
15"
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
CORRUGATED POLYETHYLENE STORM
SEP,y�:
�y l
\` e \
Y(YN
R'
#3 BAR EACH CORNER
93 BAR EACH SIDE
#3 BAR EACH WAY
PRECAST BASE SECTION
#3 BAR HOOP
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 ATTHE 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
#3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
CORNER 18" MIN. STANDARD SPECIFICATION 9-20.3(2).
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-D4.3. 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)
STD. PLAN - 200.00
•�• PUBLIC WORKS APPR ED:
"` DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 I
wosannnia,amr DATE
CATCH BASIN TYPE 1
C5.3 NTS
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
25 1,4"
w
Q
z
29 114"
BOLT -DOWN HOLE (TYP.) - 518",
11 NC, SEE DETAIL AND NOTE 2
TOP
RECESSED ALLEN
HEAD CAP SCREW
5/8"-II NC.22''
GRATE h
F
FRAME
SECTION BOLT-DOWNDETAIL
SEE NOTE 2
24114"
I
SECTION A
`SEE DETAIL ISOMETRIC VIEW
/ r
718" \
1/e"
1 ur, 1 NOTES:
1. THIS FRAME IS DESIGNED TO ACCOMMODATE 20" x 24" GRATES OR COVERS,
I 4 1 /2' SEE STANDARD PLANS 204.10, 204.20, 2D4.30, AND 204.40.
2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE
1 5/8" FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
THE APPED, OR APPROVED MECHANISM. SF M. LOCATION CREW BY
ME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN HEAD CAP
BEING
\ / BOLT -DOWN HOLES VARIES BY MANUFACTURER.
\ 21l2 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
\ DETAIL REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT70 SCALE (NTS)
STD. PLAN - 204.00
PUBLIC WORKS
DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 I
DATE
RECTANGULAR FRAME
:45 AI
:45 AP
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
18"
CONCRETE
ALL METAL PIPE
21"
CPSSP`.
18"
STD. SPEC. 9-05.20
SOLID WALL PVC,
STD. SPEC. 9-05.12(1)
21
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)
21"
` CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE
q•, g•, 12, OR 24" 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
JR 6" HEIGHT RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT MAY BE USED.
INCREMENT (SPACED EQUALLY).
SEE NOTE 1 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 26". KNOCKOUTS SHALL
HAVE WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5' MINIMUM
RECTANGULAR ADJUSTMENT SECTION 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 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 WI I H
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.
P�
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON
COMPLETION.
.,R •�G6�. / \SFic �8^ 93 BAR HOOP
REDUCING SECTION
#3 BAR EACH CORNER
93 BAR EACH
CORNER 18' MIN.
#3 BAR EACH SIDE
#3 BAR EACH WAY SEE NOTE 1
PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 200.10
• PUBLIC WORKS CATCH BASIN TYPE 1L
,,,� PPR D:
PRI DEPARTMENT GAZ 9/28/2018 1
Hon:an„oia,�m, DATE
CATCH BASIN TYPE 1L
C5.3 NTS
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
24' ,
I
(-,rz" �
L_ I I
BOLT -DOWN SLOT, 3Iq., -I
SEE DETAIL AND I�(II
4
2112" DIA. HOLE NOTE 1 1 ,114
A
opa 5,6" I
ITp�papaa
�pdpQpQp
��Q�ppQpa BOLT -DOWN SLOT DETAIL
SEE NOTE 1
m f3'- J
TOP
R26", SEE NOTE 2
1 112•
ISOMETRIC
4 324" 1 1;2"
J� SECTION B
1 5;8" MAX.
�- i
R39 SEE NOTE 2
5„
NOTES:
3 11'2" y
r 3!4"
1
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,
GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED.
518,
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
IT - 314" DIA. HOLE
APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES
VARIES BY MANUFACTURER.
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 IS NOT70 SCALE (NTS)
STD. PLAN - 204.10
PUBLIC WORKS
RECTANGULAR SOLID
METAL COVER
GAZ 9/28/2018 1
DEPARTMENT
VASOF
v"rk•.-.11,mr DATE
RECTANGULAR SOLID METAIL COVER
NTS C5.3 NTS
c o errs M_ AA
��w of wa8 f P
ENGINEERING PLLC a�� tz
e
321 3rd Ave South, Suite 406 x
Seattle, Washington 98104 cIST
3516 °
ph 206.596.7115SIONAL'�
coterraengineering.com
:45 AI
:45 AN
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
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,
2' MAX_
16" MAX.
", j FLAT SLAB TOP
48', 54', 60', 72', 84',
%•, 120" OR 144'
SEE NOTE 6, TYP.
15' MAX.
FOR
MAINTENANCE
STEPS OR
LADDER
�-
12" [TYPJ
�o
L
1"MIN.
"O" 4.
RING 2IN
2.5' MAX.
REINFORCING STEEL, (TYP.)
MIN.
12"
12" MAX.
GRAVEL BACKFILL FOR PIPE ZONE
12" BEDDING PER WSDOT STD.
17
SPECIFICATION SECTION 9-D3.12(3)
s"
6"
SEPARATE BASE
INTEGRAL
BASE
PRECAST
PRECASTWITH RISER
NOTES:
1. 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 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
54"
4.5"
8"
42•
8"
60.,
5.
8.,
48"
V,
72"
6"
8"
60"
12"
M,
8'
12"
72•
12"
%"
8'
12"
84"
12"
120"
10'
12"
%'
12"
144"
12'
12"
108"
12"
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CPSSP
SOLID WALL
PVC
PROFILE WALL
PVC
48'
24"
30"
24"
30"
30"
54"
30"
36"
30"
36"
36"
60"
36"
42'
36"
42"
42"
72"
42'
54'
42"
48"
48"
84"
1 54'
60"
54"
48"
48"
96'
60'
72"
60"
48"
1 48"
12D"
66-
84"
60"
1 48"
1 48"
144"
78"
96"
60"
1 48"
1 48-
'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20)
'STD. SPEC. 9-05.12(1)
3 STD. SPEC. 9-05.12(2)
CATCH BASIN TYPE 2
CATCH BASIN TYPE 2
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 201.00
GAZ 9/28/2018 I
wansann�nrrrmor DATE
:45 AI
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
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
W
ADJUSTMENT SECTION
I I
I I
I I
I I
SEE NOTE 4
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 7-06.3.
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 ORY2 BOND.
5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR.
6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOTIAPWA STANDARD SPECIFICATION 9-04.3.
7. PICK I 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.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
M PUBLIC WORKS
STD. PLAN - 202.00
PRO
"` DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 1 9
VQ DEPARTMENT
wa,ksan DATE
CATCH BASIN INSTALLATION
C5.3 NTS C5.3 NTS
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
CIVIL
CONSTRUCTION
PERMIT
RESUBMITTAL
INTAKE
CIVIL
CONSTRUCTION
PERMIT
RESUBMITTAL
INTAKE
CIVIL
CONSTRUCTION
PERMIT
RESUBMITTAL
INTAKE
CIVIL
CONSTRUCTION
PERMIT
RESUBMITTAL
SCREEN
CIVIL
CONSTRUCTION
PERMIT
SUBMITTAL
NO. I REVISION
y
n
o
"
OUTFALL
TO
51REA1
DUMP
NO POLLUTANTS
� I
1 I I
I I
BOLT -DOWN SLOT, I 112"
SEE DETAIL AND
NOTE
3/4
1 1,14"
I A
I I
I I
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
TOP m
3ED LETTERING
ISOMETRIC
24"
OR 8 EQUAL SPACES
I 713IRECTION OF FLOW
15B"MAX. 1J
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'-11 NO 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 NOT70 SCALF (NTS)
STD. PLAN - 204.20
PUBLIC WORKS
V DEPARTMENT
RECTANGULAR VANED GRATE
PPo
GAZ 9/28/2018 1
von:a mmr DATE
RECTANGULAR VANED GRATE
NTS
1 /2/20 SURVEYED:
12 19 19 DESIGNED:
11/14/19 MB
11/8/19 DRAWN: MB
8/1/191 1 CHECKED: PA
BY DATE I APPR APPROVED:
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
:45 AN
VERTICAL: NAVD 1988
° CITY O E
HORIZONTAL: NAD 1983/163/1991
RENTON
DATU M
Planning/Building/Public Works Dept.
:45 A
1
LJ
R-408514 �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS I O
2
DEVELOPMENT ENGINEERING z
Nathan Janders 01 /03/2020 tn +111
(-
SURFACE WATER UTILITY V%
jfarah 01 /03/2020 w
WILLOWCREST TOWNHOMES DATE:7/29/19 U
EDMONDS AVE NE, RENTON, WA PAGE:OOK:
PAGE: O
DRAWING NC 5.3 J
CITY OF RENTON CML DETAILS `-
SHEET: OF:
20 35