HomeMy WebLinkAboutR-436031o ROAD AND DRAINAGE NOTES AND DETAILS
co
FOR
HARMONY RIDGE
�Lu A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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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ONE 93 BAR HOOP FOR 6• HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE /
RECTANGULAR ADJUSTMENT SECTION
6
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL INSIDE
DIAMETER
REINFORCED OR PLAIN
12,CONCRETE
ALL METAL PIPE
15-
CPSSP•,
STO. SPEC.9-05.20
12'
SOLID WALL PVC.
SPEC. 9-05.12(1)
is*STD.
PROFILE WALL PVC,
STD. SPEC. 9.05.12(2)
15'
• CORRUGATED POLYETHYLENE STORM
SEWER PIPE
SFF7
NOTES:
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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
0.1E SQUARE INCHES PER FOOT SHALL BE USED WITH
/
THE MINIMUM REQUIRED REBAR SHOWN IN THE
/ I
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIE TO THE REBAR SHOWN IN
THEIRADJUSTMENT SECTION, WIRE MESH
r1 %R L ACH CORNER
I I
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED
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2 THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20'. KNOCKOUTS SHALL HAVE A WALL THICKNESS
/
I J
/
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,
1 /
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
#3 BAR EACH SIDE
- `Y
STANDARD SPECIFICATION 9-04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
#3 BAR EACH WAY
4, THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN
PRECAST BASE SECTION
S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
03 BAR HOOP
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.
T ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
43 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
CORNER 18' MIN. STANDARD SPEDI ICATION 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
MANUFACTURERS 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 + REMAIN VIBIBLE UPON COMPLETION.
ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE(W%
STD. PLAN - 200.00
URIPUBLIC WORKS APPR ED:
DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 I
J4rI
DocuSign Envelope ID6EECF586-602A-4E4A-B436-A317AA638878
fEBL�
29 114•
BOLT -DOWN HOLE (TYP.) - S18'.
11 NC, SEE DETAIL AND NOTE 2
0
TOP
RECESSED ALLEN
HEAD CAP SCREW
5/8'•11 NCxr III
OMTE
I FRANE
SECTION BOLT -DOWN DETAIL
SEE NOTE 2
24 1 N•
I
SECTION A
SEE DETAIL ISOMETRIC VIEW
/ 71B
1l8'
11N \1 NOTES:
V THIS FRAME IS DESIGNED TO ACCOMMODATE 20" • 24" GRATES OR COVERS,
4112, SEE STANDARD PLANS 204.10, 204 ". 204.30, AND 204AO
I 1 59 I 2 BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
PROVIDE
COVER , UNLESS OTHERWISE HOLES IN TH
I 1 5W / FRAME THAT ARE VERTICALLY ALIGNIED WITH THE GRA FIED E OR COVER SLOTS.
THE FRAME SHALL ACCEPT THE SB'-11 NC x 2" ALLEN HEAD CAP SCREW BY
\ 374' / BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF
\ / BOLT -DOWN HOLES VARIES BY MANUFACTURER.
\ �►- 2 12' -�•I 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
�. DETAIL REQUIREMENTS.
UNLESS OTHER WISE NOTED, DRAWING IS NOT TO SCALE (NTS)
PUBLIC WORKS
DEPARTMENT
RECTANGULAR FRAME
STD. PLAN - 204.00
D
9/28/2018 l
GAZ
Dart
45 Al
:45 AN
CATCH BASIN FRAME AND VANED
GRATE PERSTD PLAN 2D4.00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAX)
MORTAR, (TYP I, SEE NOTE 5
4'MIN.
29' MAX
18• MAX.
FLAT SLAB TOP
48', W. 60', 72", 84•.
W. 120' OR 144'
SEE NOTE 6. TYP.
15 MAX
FOR
MAINTENANCE
7
STEPS OR
-' • "
LADDER
L
12'(TVP,)
�o
L
i
1'MIN.
'O' RING
24'
2S' MAX. -`
REINFORCING STEEL (TYP.)
MIN,
12" MAX '
12'
GRAVEL BACKFILL FOR PIPE ZONE
1Z. BEDDING PER WSDOT STD.
SPECIFICATION SECTION 9-03.12(3)
SEPARATE BASE
INTEGRAL BASE
PRECAST
PRECAST WITH RISER
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 14AE A WALL THICKNESS OF 2'
MINIMUM TO 2.5' MAXIMUM- PROVIDE A 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 9-04.3.
5. ALL GRADE RINGS. RISERS, AND CASTINGS SHALL BE SET
IN MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9104.3
a. 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
MANUFACTURERS 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 COMPLETIONVRI
PUBLIC WORKS
DEPARTMENT
CATCH BASIN DIMENSIONS
CATCH SABIN
DIAMETER
MIN. WALL
THICKNESS
MIN. BASE
THICKNESS
MAXIMUM
KNOCKOUTSIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
48'
4'
e'
36'
81
54"
4.5'
r
42'
8'
50'
S'
B-
48'
a-
72•
S"
8'
60'
12"
84"
8-
12`
72'
iz
Se'
a'
12"
84'
12"
120'
1G"
IT
96"
12"
14a'
12"
12-
108'
12"
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CPSSP I
SOLID WALL
PVC
PROFILE WALL
PVC
48"
24"
1.1.1.30"
54'
1.
30"
36"
38^
60'
36'
42^
36"
42'
42"
72,
42"
54'
42`
48`
4r
Bl"
54"
60'
I"
d1"
41'
96'
60^
72"
BD'
48"
AS"
120'
66'
1 84'
1 60-
48-
48'
144'
78"
96'
1 50"
40"
40"
' CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20)
' STD. SPEC, 9-05 12(1)
'STD. SPEC. 9-05 12(2)
CATCH BASIN TYPE 2
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
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ISOMETRIC
UNLESS OTHERWISE NOTED, DRAWING 15 NOTED SCALE (NTS)
STD. PLAN - 201.00
GAZ 9/28/2018 l
DATE
I I
I I
I H2'
BOLT -DOWN SLOT, I.•
SEE DETAIL AND
NOTE I 1 illy
I I
I I
BOLT-0OWN SLOT DETAIL
�_ SEE NOTE ___j
r3'
R26•- SEE NOTE 2
19N' I / 12'
L T SECTION B
1 518` MAX T
113T. SEE NOTE 2
SECTION A
5.
NOTES:
3112'
314'
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,
GRATES. AND COVERS. UNLESS OTHERWISE SPECIFIED.
y8-
PROVDE TWO HOLES IN THE FRAME THAT ARE
VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
THE FRAME SMALL ACCEPT THE 5/8'-11 NC x r ALLEN
HEAD GAP SCREW BY BEING TAPPED. OR OTHER
II` 14' OIA. MOLE
APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES
VARIES BY MANUFACTURER.
112' DIA HANDLE
1 12'
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 NOT TO SCALE (NTS)
STD. PLAN - 204.10
PUBLIC WORKS
E
RECTANGULAR SOLID
METAL COVER
GAZ 9/28/2018 I
DEPARTMENT
BENCHMARK
DATUM TOP OF 3/8N BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4
MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH
HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11)
NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10
1 I CITY REVIEW COMMENTS DATED
2 CITY REVIEW COMMENTS DATED
REVISION
:45 AI
:45 AN
CLEAN SURFACE AND BOTTOM AREA I /
PROVIDE UNIFORM CONTACT. THE SURFACE\IIV//
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION ADJUSTMENT SECTION
Immmmrmmmmm
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BASE SECTION
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 I N ACCORDANCE WITH WSDOTIAPWA 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 Y,, BOND,
5 BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WETH 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 NOTED SCALE (NTS)
STD. PLAN - 202.00
VRIPUBLIC WORKS PRo
DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/218 7.AT77
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
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NOTE I
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BOLT -DOWN SLOT DETAIL
SEE NOTE 1
TOP
/\ 318• RECESSED LETTERING
ISOMETRIC
24-
7 OR 8 EQUAL SPACES
1T DIRECTION FLOW
1 518' 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 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)
STD. PLAN - 204.20
PUBLIC WORKS
DEPARTMENT
RECTANGULAR VANED GRATE
P"0
GAZ 9/28/2018 I
DATE
RK
9/26/25
TJS
SURVEYED:
ANG
1 /5/25
TJS
DESIGNED:
RK
DRAWN:
RK
CHECKED:
BJT
BY
DATE
APPR
APPROVED:
TJS
:45 A
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
CURB OR CURB AND GUTTER
MATCH TOP OF HOOD
TO TOP OF CURB (TYP 1
HOOD
ISOMETRIC VIEW
CATCH BASIN
4r_
GRATE rL
3'
7• SEE DETAIL
BELOW
/ -3,r (WIDE SIDE)
)
` CATCH BASIN TYPE 1
\-W(WIDE SIDE)
CATCH BASIN TYPE 1L
I
SEE NOTE 1
SECTION A
HOOD
112" N
SEE NOTE:
F-i 29' MIN. 4'
MIN.
(TYP I
20 1!4'
DO NOT INSTALL SAFETY BAR I DEBRIS GUARD 1 tl2' MIN.
20"x 24 VANED GRATE SEE NOTE 4 F
()
SEE NOTE 2 Y9.
(TYP_) 24 114` MIN,
HOLE OR SLOT FOR
ATTACHING HOOD -
TOP VIEW
FRAME DETAIL
NOTES:
i. THE INLET REQUIRES THE PRECAST CATCH BASIN TO BE ROTATED 90 DEGREES SO THAT THE
NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO
CENTERUNE OF THE PRECAST CATCH BASIN, PLEASE NOTE THAT THE CENTERLINE OF THE
GRATE IS NOT THE CENTERUNE OF THE PRECAST CATCH BASIN
2. THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT
MANUFACTURERS HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME, THE HOOD MAY
INCLUDE CASTING LUGS THE TOP OF THE HOOD MAY BE CAST WITH A PATTERN. SAFETY BARS
ARE NOT ALLOWED ON THE HOOD.
3. ATTACH THE HOOD TO THE FRAME WITH TWO 314" • 2' HEX HEAD BOLTS, NUTS, AND OVERSIZE
WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING
ACROSS THE SLOTS.
4. FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY
AUGNED WITH THE GRATE SLOTS. TAP EACH HOLE TO ACCEPT A 516" • - 11 NC • z ALLEN HEAD
CAP SCREW. LOCATION OF BOLT -DOWN HOLES VARIES AMONG DIFFERENT MANUFACTURERS.
SEE BOLT- DOWN DETAIL
S. ONLY DUCTILE IRON VANED GRATES SHALL BE USED. SEE STANDARD PLANS 2G4.20 AND 204.30,
6. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED
PRODUCT. IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY
TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING.
FRAME
DETAIL SECTION A
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NIS)
STD. PLAN - 203.00
PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE P °
DEPARTMENT INSTALLATION GAZ 9/28/2018 I
DATI
DocuSign Envelope ID' 6EECF586-602A-4E4A-B436-A317AA638878
41
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41-
DD
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WTFALL TO STREAM
DUMP
MO POLLUTANTS
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BOLT -DOWN SLOT,
SEE DETAIL AND 14'
NOTE 1 l
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do
BOLT -DOWN SLOT DETAIL
TOP
m
18' RECESSED LETTERING
t•
��� 5•
5'
5"
ISOMETRIC 20^
5`
s"
24•
fT-=
d EQUAL SPACES 4 EQUAL SPACES �I
3"
SEE NOTE 1
1 518• MAX_ J
SECTION A SECTION B
NOTES:
1. SCLT-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 SN"-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 a-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
URI PUBLIC
DEPARTMENTOKS RECTANGULAR BI-DIRECTIONAL PGA 9/28/2018 I
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DATE
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N/A HORIZZOONnTAL: NAD 1983/2011 ROAD AND DRAINAGE 1 /6/2026 z m
CITY OF NOTES AND DETAILS 0 O-)
FIELDBOOK:
RENTON PAGE:
ONE INCH DATUM ® HARMONY RIDGE DRAWING N0: u HARMONY RIDGEL Ir
LB
AT FULL SCALE Planning/Building/Public Works Dept. ICH IJO USA, CO., LTD
IF NOT ONE INCH
SCALE ACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHE Er' 31 OF 66 = pp