HomeMy WebLinkAboutR-425534DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
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�1", 2", 4", 6", 12", OR 24"
ONE #3 BAR HHHOO11llOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
S�6
26 �
�Ql i
A"
#3 BAR EACH CORNER
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE
12"
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
1 H: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 NOT TO SCALE (NTS)
STD. PLAN - 200.00
PUBLIC WORKS JAPPRBI15ED:
DEPARTMENT CATCH BASIN TYPE 1 GAZ I W1_
9/28/2018 1 9
o"bbwaas Aemminmm, DATE
SFF q.
�OTP�
#3 BAR EACH SIDE T
v
#3 BAR EACH WAY
PRECAST BASE SECTION
#3 BAR HOOP
#3 BAR EACH
CORNER 18" MIN.
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
1/2"
BOLT -DOWN SLOT,
SEE DETAIL AND 3/4'
NOTE 1 1
1 1/4"
I TI
I
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
00�
D�D
ISOMETRIC
24"
1 1 4 EQUAL SPACES - 1 r4EQUALSPACES-1
1 5/8" MAX. J
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 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 IS NOT TO SCALE (NTS)
STD. PLAN - 204.30
PUBLIC WORKS
RECTANGULAR BI-DIRECTIONAL
,•
DEPARTMENT
VANED GRATE
[11ROVID,
GAZ 9/28/2018
a„buo work: Aem mnmm, DATE
:45 A
:45 AN
CATCH BASIN FRAME AND VANED
GRATE PER STD. PLAN 204.00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAX.)
7
MORTAR, (TYP.), SEE NOTE 5
4" MIN.
28" MAX. 16" MAX. FLAT SLAB TOP
48", 54', 60", O72", 84',
96', 120" R 144" SEE NOTE 6, TYP.
15MAX. FOR
MAINTENANCE STEPS OR
LADDER
i
12" (TYP.)
1' 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
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.
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN. BASE
THICKNESS
MAXIMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
48"
4"
6"
36"
8"
1.
4.5"
8"
42"
8"
60"
5"
8"
48"
B.
72"
6"
8"
60"
1 12"
84"
8"
12"
72"
12"
96"
8"
12"
1.
12"
120"
10"
12"
96"
12"
144"
12"
12"
108"
12"
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CPSSP tl
SOLID WALL
PVC,
PROFILE WALL
PVC,
48"
11,
30"
24"
30"
30"
54"
30"
36"
30"
36"
36"
60"
36"
42"
36"
42"
42"
72"
42"
54"
42'
48"
48"
84"
1"
60"
54"
48"
48"
96"
60"
72"
60"
48"
48"
120"
66"
11,
60"
48"
48"
144"
78"
1 96"
1 60"
1 48"
1 48-
'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20)
2 STD. SPEC. 9-05.12(1)
3 STD. SPEC. 9-05.12(2)
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
AowSTD. PLAN - 201.00
,•.�• PUBLIC WORKS PRo o'
�I� DEPARTMENT CATCH BASIN TYPE 2 GAZ 9/28/2018
vftgv a"am works Aemmi:varo, DATE
DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108
3/4" FLAT FACE GOTHIC
9" DIA -� 5/ "
4110 ❑
❑ STORM ❑
4"
❑❑❑❑
13❑
A
8-1/8" DIA
10-1/2" DIA
(2) 3/8"-16 SS SOCKET HEAD CAP
15" DIA
(1) OPEN PICKHOLE 1"
SCREW (ALLENHEAD) W/WSHRS
ON A 8" DIA BOLT CIRCLE
B-13/16" DIA
5181,
CAST IRON FRAME AND
PAVED AREA (TYP.)
COVER, SEE NOTE 3
12^
EXTEND CLEANOUTRISER
2" ABOVE DESIGNSIGNPONDING
I�--►{I
ELEVATION OR PER PLAN
FERNCO GASKETED
4^ a
!J a DESIGN PONDING
QUIK CAP OR SIMILAR
8' CLASS "B"
ELEVATION
i
4" STREAMBED COBBLES
PER WSDOT 9-03.11(2)
ASPHALT, SEE NOTE 4
`.�/.
4" COMPACTED SAND OR RQ�
GRAVEL BACKFILL FOR DRAINS
E$
PER WSDOT 9-03.12(4)
CLEANOUT RISER, SEE NOTE 2
=fiT 0o�o��
Q
11u�1111-I
�IT11
CLEANOUT RISER,
L�
SOIL TIGHT 45" BEND SEE NOTE 2-I
WYE
COUPLERSOILT ll I�I
-Tr
UNDERDRAIN, FOOTING
DRAIN COLLECTOR, OR - / / / I i-- 1
ROOF DRAIN COLLECTOR -�
PIPE, SEE NOTE �l CLEANOUT RISER LOCATED WITHIN
BIORETENTION PONDING AREA
r� r
TO OVERFLOW
STORM MAIN
MECHANICAL PLUG OR
CONTINUED CONNECTION
TYPICAL CLEANOUT CONFIGURATION
NOTES:
1. DIAMETER TO BE 64NCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10.
2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE.
3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1 PT AND 3675APT OR APPROVED EQUAL, COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR
"DRAIN".
4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR
AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.
GENERAL NOTES:
1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT
EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN
OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES.
2. ALL FITTINGS SHALL BE SOIL TIGHT.
3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE.
4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 226.00
•�• PUBLIC WORKS DEOSrnedby:
%I] DEPARTMENT STORM SYSTEM CLEANOUT artnnin Pastucha 8/13/20 I
DATE
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
8/
1
REVISED
PER
CITY
COMMENTS
2
REVISED
PER
CITY
COMMENTS
3
REVISED
PER
CITY
COMMENTS
\Ih,rem
:45 A.
I8
SEE NOTE 4
CLEAN SURFACE AND BOTTOM AREA i
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 �
L/ y
BASE SECTION
NOTES:
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION Or 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 A 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.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
k FIR STD. PLAN - 202.00
•®• PUBLIC WORKS PRO
11 DEPARTMENT CATCH BASIN INSTALLATION (GAZ 9/28/2018 1 S
„ . DATE
II
F DDDDDDD ODDDD
OUTFALL TO STREAM DU P ND PULLUTI
TOP
NOTES
1 Provide two slots in the grate that are vertically aligned with the holes in the frame.
Location of bolt -down slots varies among different manufacturers.
2. Refer to Standard Specification 9-05.15(2) for additional requirements.
3. The thickness of the grate shall not exceed 1 5/8".
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.
0
0
0
z
ISOMETRIC
D
SLOT - SEE DETAIL
\ AND NOTE 1
318" (9mm) RECESSED
LETTERING
3/4"
1 1/4"
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
STD. PLAN - 204.40
.� PUBLIC WORKS RECTANGULAR
;P�=•`� DEPARTMENT HERRINGBONE GRATE
MARCH 2O08
M J S
7/26/231
HHH
SURVEYED:
BY OTHERS
K E L
9/ 2/23
HHH
DESIGNED:
HOLL/ HEAI/R/N
KEL
10/11/22
HHH
DRAWN:
MARY MOORS
CHECKED:
HOLL/ HEA VR/N
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991
DATUM
A5 A
BOLT -DOWN SLOT, 1 112 •
SEE DETAIL AND
NOTE 1 I
► �+( 3
1 1/4,/4 D
II III _' I
"
� TI
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
LETTERING
ISOMETRIC
24"
7 OR 8 EQUAL SPACES
1 DIRECTION OF FLOW
1 5/8" MAX. -T
SECTION A
1"
3"
D
5"
5"
20"
5"
1 3"
�J-
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 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)
STD. PLAN - 204.20
a;° PUBLIC WORKS
l/
�L.'�; DEPARTMENT
RECTANGULAR VANED GRATE
89
PRO
GAZ 9/28/2018
G
aubGC Works Atlminisirator DATE
CITY OF
RENTON
•
Planning/Building/Public Works Dept.
:45 AN
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10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425533
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY • DEVELOPMENT ENGINEERING •+
jfarah 12/06/2023 yqi 12/06/2023 L�
N
DATE:
O
TOWNS ON 12TH 101111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE
DRAWING NO:
STORM DRAINAGE STANDARD DETAILS C4. SHEET: OF:
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