HomeMy WebLinkAboutR-408542DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
', 4', 6', 12', OR 24'
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
6
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
17,
CONCRETE
ALL METAL PIPE
15"
CPSSP",
12"
S.M. SPEC. 9-05.20
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
���QCE sFFNo, NOTES:
s res 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION. FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
1 / 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 RESAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
43 BAR EACH CORNER I i I I HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
#3 BAR EACH SIDE J,l.• Y�
#3 BAR EACH WAY
PRECAST BASE SECTION
#3 BAR HOOP
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 IS"
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 904.3.
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
1H24V 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 NOTED SCALE (NTS)
STD. PLAN - 200.00
v�• PUBLIC WORKS APPR ED:
'�„ DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 I
DATE
CATCH BASIN TYPE 1
C5.3 NTS
DocuSign Envelope ID: 6EEC F586-602A-4E4A-B436-A317AA638878
25 114'
29 1A'
BOLT -DOWN HOLE (TYP.) - 5/8
11 NO. SEE DETAIL AND NOTE 2
TOP
RECESSED ALLEN
HEAD CAP SCREW
518" - I I INC x 2"
GRATE
FRPME
SECTION BOLT -DOWN DETAIL
SEE NOTE 2
24 114"
I
SECTION A
SEE DETAIL _ ISOMETRIC VIEW
/ I 1 ur, 1 NOTES:
4 1�" 1. THIS FRAME IS DESIGNED TO ACCOMMODATE 20" x 24" GRATES OR COVERS,
SEE STANDARD PLANS 204.10, 204.20, 204.30, AND 204.40.
1 618" I 2. BOLT -DOWN CAPABILITY I$ REQUIRED ON ALL FRAMES, GRATES, AND
` I COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE
FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
314" / THE BEING APPED,4LL ACCEPT OR CREW BY
OTH R THE
M CHAR SM. LOCATION F
/ BOLT -DOWN HOLES VARIES BY MANUFACTURER.
21/2 3. REFER TO STANDARD SPECIFICATION 91 FOR ADDITIONAL
\ DETAIL REQUIREMENTS.
UNLESS OTHERWISE NOTED. DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 204.00
a PUBLIC WORKS °
DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 1
wrk.aemnnrr"m, DATE
RECTANGULAR FRAME
:45 AI
:45 m
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
.4', 6", 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
INCREMENT (SPACED EQUALLY), 0.12 SQUARE INCHES PER FOOT MAY BE USED.
SEE NOTE 1 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 26". KNOCKOUTS SHALL
HAVE A WALL THICKNESS OF 7' MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM
RECTANGULAR ADJUSTMENT SECTION GAP BETWEEN THE KNOCKOUT WALLAND THE OUTSIDE OF THE PIPE. AFTER THE
PIPE 15 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 V.
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 NOWSHRINK 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.
P
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON
COMPLETION.
„ n. •-c 6� / \SEER �8* 93 BAR HOOP
REDUCING SECTION
#3 BAR EACH
CORNER 18" MIN.
#3 BAR EACH CORNER
#3 BAR EACH SIDI
PRECAST BASE SECTION
VRCAT• PUBLIC WORKS
CH BASIN TYPE 1L
"` DEPARTMENT GAZ 9/28/2018 1
wark,A DATE
CATCH BASIN TYPE 1L
C5.3 NTS
DocuSign Envelope ID: 6EEC F586-602A-4E4A-B436-A317AA638878
24"
O
2117' DIA. HOLE
2p" A
Q�
TOP
ISOMETRIC
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
UNLESS OTHERWISE NOTED, DRAWING IS NOTED SCALE (NTS)
STD. PLAN - 200.10
PPR D:
I
1!2"
BOLT -DOWN SLOT, glq
I
SEE DETAIL AND
NOTE 1 "1 14'
I S,B•' I
I I
I I
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
1� 3•
R26", SEE NOTE 2
4 314" 1 1!2"
SECTION B
1 5,W MAX.
R39". SEE NOTE 2
5„
NOTES:
J 12" -- r 3/4"
1 5/8"
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.
THIEF RAME SHALL ACCEPT THE 5/8'-11 NC x 2' ALLEN
4"
HEAD CAP SCREW BY BEING TAPPED, OR OTHER
II` DIA. HOLE
APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES
VARIES BY MANUFACTURER.
112' DIA. HANDLE
1 1/2"
2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN
SECTION C
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.
UNLESS OTHERWISE NOTED, DRAWING IS NOT70 SCALE (NTS)
STD. PLAN - 204.30
,a� PUBLIC WORKS
^I� DEPARTMENT
RECTANGULAR SOLID
METAL COVER
°
GAZ 9/28/2018 1
DATE
RECTANGULAR SOLID METAIL COVER
NTS C5.3 NTS
cPm*ote r r a
ENGINEERING PLLC
6413 Phinney Ave North
Seattle, Washington 98103
Ph 20b.59b.7115
Ld coterraengineering.com
2 DO
RECORD DRAWINGS
REVISION
: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.
28" MAX.
16" MAX.
FLAT SLAB TOP
96% 120" OR 144"
E NOTE 6, TYP.
15' MAX. FOR
MAINTENANCE
STEPS OR
LADDER
12" (TYP.)
IINTEG.L.A.E
1"MIN"O'RING
2'
2.5'MAORCING
STEEL, ("fYP.)
MIN. 12"
GRAVEL BACKFILL FOR PIPE ZONE
BEDDING PER WSDOT STD.
SPECIFICATION SECTION 9-03.12(3)
6'
SEPARATE 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
'41� DEPARTMENT
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN. BASE
THICKNESS
MAXIMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
*..
4'
IF,
36.
8.,
1..
4.5"
8"
42'
8"
W,
5'
8"
48"
8"
72"
6"
8"
80'
17'
M,
8-
17'
72'
17'
96"
8'
17'
84'
12"
120"
10'
1 Z.
144'
12-
17'
108"
17
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"
4B"
49"
84"
54'
60"
54"
45"
48"
96'
60'
72"
1 60"
1 48"
1 48"
120"
66'
84"
60"
48"
48"
144'
78"
96"
60"
48"
48"
CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20)
Z STD. SPEC. 9-05.120)
'STD. SPEC. 9-05.12(2)
CATCH BASIN TYPE 2
CATCH BASIN TYPE 2
HERWISE NOTED, DRAWING IS NOTED SCALE (NTS)
STD. PLAN - 201.00
R
GAZ 9/28/2018 I
warksAem DATE
:45 AI
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM COMACT. 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
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 7-05.3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS 15 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 ! 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 NOTED SCALE (NTS)
• PUBLIC WORKS
STD. PLAN - 202.00
• PRo
2, DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 1 9
A DATE
CATCH BASIN INSTALLATION
C5.3 NTS C5.3 NTS
DocuSign Envelope ID: 6EEC F586-602A-4E4A-B436-A317AA638878
FL
n
'a
i
LL
3
o
OUTFACE
TO
STREAM
DUMP
NO POLLUTANTS
� I
1 I I
I I
BOLT -DOWN SLOT,1 1/2"
SEEDEFAILAND
NOTE 1
4'
1
I 1I1a' I
I � I
I TI I
I I
I I
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
TOP (m)
3ED LETTERING
ISOMETRIC
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 518"-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 NOT TO SCALE (NTS)
STD. PLAN - 204.20
•�• PUBLIC WORKS
DEPARTMENT
RECTANGULAR VANED GRATE
LPR�`R„ Z 9/28/2018 I
wrk.aem "n,ra", DATE
RECTANGULAR VANED GRATE
NTS
4/9/21
SURVEYED:
DESIGNED: MB
DRAWN: MB
CHECKED: PA
BY
DATE
APPR
APPROVED:
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991
DATUM
:45 AN
CONSTRUCTOR
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED
UPON UTILITY AS -BUILT SURVEY
PREPARED BY DAVID EVANS &
ASSOCIATES, INC., DATED 3/23/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
CITY OF
RENTON
Planning/Building/Public Works Dept.
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
2
WILLOWCREST TOWNHOMES
EDMONDS AVE NE, RENTON, WA
CITY OF RENTON CML DETAILS
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DATE:
7/29/19 U
FIELDBOOK:
PAGE: O
DRAWING NO: J
C5.3 `J
SHEET: OF:
20 35