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DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
FRAME AND VANED GRATE
Zb
ONE 03 BAR HOOP FOR G HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
Ile
�B
L�l �
L13 BAR EACH CORNER I I
i3 BAR EACH SIDE - 7'
NB BAR EACH WAY
PRECAST BASE SECTION
M3 BAR HOOP
n BAR EACH
CORNER 1T MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PUBLIC WORKS
DEPARTMENT
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
E
DIAMETER
REINFORCER OR PLAIN
1
CONCRETE
ALL METAL PIPE
15"
CPSSP•.
12'
STD. SPEC. 9-06.20
SOLID WALL PVC.
15"
STD. SPEC- 9-05.12{1 X
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
OR WIRE MESH HAVING A MINIMUM AREA OF
(1.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED RESAR 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 AEk1U8TMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED.
2. THE KNOCKODT DIAMETER SHALL NOT BE GREATER
THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2' MINIMUM TO 2.5" MAXIMUM. PROVIDE A 7,5"
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.
& 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.
S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE OF
1 H:24V OR STEEPER.
S. 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 9-202R).
S. ALL GRADE RINGS AND CASTI NGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPEOIFIGATIQN B-04 3, THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS. RINGS, RISERS, AND
FRAMES.
9. MORTAR SHALL BE MIXED AND APPLIED PER
KWUFACTURERS DIRECTIONS.
10, FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH 1M14TH PAVEMENT AS
DETERMINED WITH A STRAXGHT EDGE OF SUFFICIENT
LENGTH.
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION-
UNLESS OTHERWISE No1T0. DRAWING IS NOTTQ SCALP (NISI
STD. PLAN - 200.00
APPR U;
CATCH BASIN TYPE 1 GAZ 9/28/2018
DATE
DQcuSign Envelope ID. 6EECF5B6-602A-4E4A-B436-A317AA638878
CATCH BASIN FRAME AND VANED
GRATE PER STD. Pl.AF! 20d UO
RECTANGULAR OR CIRCULAR ADJUSTMENT
r SECTION {TWO SECTIONS MAX-)
f MORTAR, MP.j. SEE NOTE 5
4' MIi7,
28• MAX. 16' MAX_ FLAT SLAB TOP
48", sc. 60•. 72-, 84"7
W, 120" OR 144" SEE NOTE S. TYP.
1$' MAXL FOR
MAINTENANCE STEPS 4R
LADDER
�-
1 x• [FYP. } � o
• f 1'MIN. ,
"D' R1N0 24" 2 S" MAX REENFORCINi3 STEEL, (TYP.)
MIN. irmAx
1Y GRAVEL BACKRLL FOR PIPE ZONE
12" BEDDING PER WSDOT STD,
SPECIFICATION SECTION 9-03.12(3)
& B-
SEPARATEBASE INTEGRAL BASE
PRECAST PRECAST WFTH RISER
NOTES:
1. NO STEPS ARE REOUIRED WHEN HEIGHT IS 4' OR LESS.
2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE
SLOPED TO FACILITATE CLEANING.
3. THE RECTANGULAR F RAME AND GRATE MUST BE
INSTALLED WITH THE. FLANGE DOWN. THE FRAME MAY BE
CAST INTO THE AWUSTMENT SECTION.
4: KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2"
MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1.5' MINIMUM GAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
PIPE AFTERT}IE PIPE 15 INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIPtCATKN4 9-04.3.
S. ALL GRADE RINGS, RISERS. AND CASTINGS SHALL HE SET
IN MORTAR IN ACCORDANCE WITH STANDARD
SPEC[FICATKNF 9-04.3.
6. WNBN CONNECTING TO A NEW PIPS USE A FLBXMLE
CONNECTOR (KOR-N•SEAL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EQUAL), WHEN CONNECTING TO
AN EXISTING PIPB. USE A FABRICATED SAND COLLAR OF
THE SAME MATERIAL AS THE CONNECTING PIPE-
7. MORTAR SHALL BE MIXED AND APPLIED PER
MAN UFACTURER'S DIRECTIONS.
B. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH
9. ALL MORTAR JOINTS SHALL HE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN. BASE
THICKNESS
MAXUMUM
KNOC UT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
4S"
4'
6"
36-
8'
54-
4.5"
B"
4Y
S'
60-
5-
S'
49'
8'
72-
61
8'
6T
f2"
84"
S'
S2"
9B"
B"
1 12"
1 84"
1 12"
120"
1w
12"
w
12"
144'
}24
f2-
19B"
12'
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DEAMETER
DIAMETER
CONCRETE
1H1 METAL
CPS$P'
SDLRO WALL
PVC
PROFILE WALL
PVC
48"
1
30'
24'
39'
39"
54'
30"
343"
1"
36"
36,
1"
38"
42"
36"
42"
42"
72"
42"
Sd"
42"
1.1.
84"
54"
W'
59"
1 72"
Bp"
40'
411"
120•
S8"
B4"
1.
4W
4E"
144'
78"
M'
1 50"
1 40"
1 4E"
`CORRUGATED POLYETHYLENE STORM SEWER PIPE {STD SPECA-0&201
' STD. SPEC. 9-A5.12oI
' STD. SPEC. 9-05.1212I
UNLESS OTHERWISE NOTE P, DRAWING IS NOT TO SCALE (MiSj
STD. PLAN - 201.00
`1 PUBLIC WORKS CATCH BASIN TYPE 2 PR
DEPARTMENT GAZ 9/28I2018
DATE
:45 AI
:45 AI
AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS
❑ou;Siyn Envelope ID: 3B183403.7EOA-476C•0.D83.4329FFEOC108
BRENNON LANDINGVAUGHN TR T PROPER T
US
A PORTION OF SECTION 057 TOWNSHIP 23 N., RANGE 05 E., W.M.
4,�sANTs �srkq
CITY OF RENTON7 KING COUNTY, WASHINGTON s
DocuSign Envelope ID. BEECF5B6-602A-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 DF THE
ADJUSTMENT SECTION
FRAME AND VANED GRATE
Jw
ADJUSTMENT SECTION
I I
� I
1 I
1
1 �
BASE SECTION
SEE NOTE 4
NOTES:
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UN71L THE FINAL ELEVATION OF THE PAVEMENT, GUTTER.
DUTCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHIED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO
MORTAR IN PLACE I N ACCORDANCE WITH LVSDOTfAPWA STANDARD SPECIFICATION 7-05.3.
2. SHIMS SHALL NOT I3E 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 TD PLACEMENT.
4. ONLY BY APPRMAL OF THE CITY. THE USE OF BFNCKS 16 PERMITTED WHERE THE BRICKS ARE STAGGERED 70 CREATE A RUNNING BOND OR J� BOND.
5 BASE SECTION SHALL SE SEALED TO THE BOTTOM AREA OF THE AWLISTMENTSECTFON WITH MORTAR.
6. MORTAR SHALL MEET THE REOUIREMENTS OF WSDDTIAPWA STANDARD SPECIFICATION 904.3
7. PICKI LIFTING HOLES ARE TG BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NOWSHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD
SPECIFICATION 91-20-3{2X.
8. MORTAR SHALL SE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS.
9, FRAME SHALL BE ARH19TEp TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF
SUFFICIENT LENGTIH-
10. ALL MORTAR JOINTS SHALL BE TRIMMED PLUSH AND REMAIN VISIBLE UPON COMPLETION.
UN LESS OTHERWISE NDTEO, DRAW ING 15 NOT TO SCALE (errE$
STD. PLAN - 202.00
fPUBLIC WORKS CATCH BASIN INSTALLATION R
+ DEPARTMENT GAZ 9/28/2018
DATE
1 I RECORD DRAWINGS AS BUILT
2 REVISION PER COMMENTS DATED
DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT IN CASE MARK I ,BRASS
C WITH XAT DISC
116TH ST.
HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. REVISION
NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99
:45 A
DocuSign Envelope ID: 6EECF5B6-602A-4E4A•B436-A317AA638878
CURB OR CURB AN D GUTTER
MATCH TOP OF HOOD
TO TOP OF CURB ITYP.}
HOOD -
DO NOT INSTALL SAFETY BAR ! DERR IS GUARD 7 112• Mlk.
(TYP.)
20" x 24' VANED GRATE
FRAME
7(9
VOLEORSLOTFOR
Q)
ATTACHING HOOD -
ISOMETRIC VIEW
CATCH BASIN
GRATE q
3"
7• r SEE DETAIL
/ BELOW
/ -34" (WIDE SIDE)
f, 1 CATCH BASIN TYPE 1
-40" (WIDE SIDE)
CATCH BASW TYPE IL
SLL'4UIE 1
� l
SECTION A
HOOD
lIa' m
SE NOTE;
29 MIN-
T' MIN.
{TYP.}
20 114•
SEE NOTE 4
SEE NDTE 2 2g-
ITYP-} I': 24 FA' MIN,
NOTES:
1. THE INLET REQUIRES THE PRECAST CATCH BASIN TO HE ROTATED SC DEGREES SO THAT THE
NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO
CENTERLINE OF THE PRECAST CATCH BASIN, PLEASE NOTE THAT THE CENTERLINE OF THE
GRATE I S NCT THE CENTERLINE OF THE PRECAST CATCH BASIN.
2. THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT
MANUFACTURERS. HOOD UNITS SHALL MOUNT OUTSIDE GF THE FRAME. THE HOOD MAY
INCLUDE CASTING LUGS. THE TOP OF THE HOOD MAY BE CAST wrFH A PATTERN. SAFETY BARS
ARE NOT ALLOWED ON THE HOOD.
3. ATTACH THE HOOD TO THE FRAME WITH TWO 314- x 2• HEX HEAD BOLTS, NUTS, AND OVERSi7E
WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING
ACROSS THE SLOTS.
A. FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTFCALLY
ALIGNED WITH THE GRATE SLOTS. TAP EACH HDLE TO ACCEPT A SIB" _ - 11 NO . 2' ALLEN HEAD
GAP SCREWLOCATION OF BOLT -DOWN HOLES VARIES AMONG DIFFERENT MANUFACTURERS.
SEE BOLT- DOWN DETAIL.
5. ONLY DUCTILE IRON VANED GRATES SHALL BE USED. SEE STANDARD PLANS 204.20 AND 204.3D.
S. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION num LS 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.
DETAIL SECTION A
FRAME
STD. PLAN - 203.00
7K.k.� PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE PR °;
DEPARTMENT INSTALLATION GAZ 9/28/2018 1
DATE
RK
5/4/22
BJT
SURVDM.
RK
7/7/23
BJT
DESIGNED:
RK
DRAWN:
RK
CHECKED:
BJT
BY
DATE
APPR
BJT
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL: NAVD 19W
HORIZONTAL NAD 1983/1991
DATU M
:45 AN
CALL BEFORE YOU DIG:
1-800-424-5555
. k CITY OF
RENTON
Planning/Building/Public Works Dept.
RENTO
e
DRAIN
102' LETTERING
BOLT HOLES - 3 PLACES
EQUALLY SPACED 120• APART ON
23 111Q" CIA. B,C
11 X 1" DLO_ RCKHO{•E
o� wu u�cw 11fd'LETTERING
25" DNA
3Jd"
2 12'
fTYP.) 8P.X
COVER SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. {AL.LEN HEAD,
SB"-11 x Y.5 SS RUBBER
WASHER
EON BOLTING DETAIL
26 1 r2- DIA.
25 1IC CIA
I DLO. NEOPRENE GASISET 114 s Vir
1 11191
G. Ise•
R1F8'
23 W" DIA. CL OPEN
GASKET GROOVE DETAIL
21 srls OIA.
34 1 fr DIA.
FRAME SECTION VIEW
NOTES:
1 ALL COVERS SHALL BE LOCISING LIO PER EJ Nv. 3717CI
OR APPROVED EQUAL
UNLESS OTHERWISE NOTED. DRAWING 6 NOT TO SCALE jN'. S:
STD, PLAN - Z04.50
PUBLIC WORKS STORM ROUND FRAME AND COVER
DEPARTMENT (PUBLIC) artin Pastucha8/13/2020
�D DATE
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION
RECORD
DRAWING IS A COPY
OF THE APPROVED CONSTRUCTION DRAWINGS
PREPARED BY BARGHAUSEN CONSULTING
ENGINEERS, INC AND HAS BEEN EDITED TO
REFLECT ASBUILT CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS IS A
COMBINATION OF THE FIELD SURVEYED INFORMATION
AND DOCUMENTED FIELD REVISIONS.
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R-421219
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AS-BUILTS ROAD DRAINAGE
NOTES AND DETAILS
VAUGHN PROPERTY
MAINVUE WA, LLC
121 3RD AVENUE
KIRKLAND, WA 98033
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