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FRAME AMP VANED GRATE
yti 4b.
4b
S.
7•.7',4 51,12'.OR141
i ONE #3 BAR HOOF FOR 8' HEIGHT
LCCEMENT (SPACED EQUALLY).
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
SE•G
}
0 BAR EACH CORNER
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
6IAMETER
REINFORCED OR PLAIN
OUNCRETE
72-
ALL METAL PIPE
15,
cnssP•,
71^
STD. SPEC. N05 20
SOLID WALL PVC,
STD. SPEC. s.ns-12I I)
T5'
PROFILE WALL PVC,
STD_ SPEC. M5.1212j
16'
'CORRUGATED POLYETHYLENE STORM
SEWER PIPE
N OTES:
1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION. FIBERS (PLACED IN
ACCORDANCE WITH STA NDARD SPE CIFICATLON
943!5-50[9jy, OR WIRE MESH HAVING A MINIMUM AREA OF
❑.12 SQUARE INCHES PER FOOT SHALL 9E USED WITH
THE MINIMUM RECUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
S41ALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINI MUM AREA OF O.T2 SQUARE INCHES PER
FOOT MAY BE uSED.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20" KNOCKOUTS SHALT HAVE A WALL T4CKNE5S
OF 2' MFNIMUM TO 2.5' MAXIMUM. PROVIDE A 1-5-
MJNIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE- AFTER THE PIPE IS INSTALLED,
FILL THE GAP WFTH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-P 3.
3. THE MAXIMUM DEPTH f: ROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL HE 6 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 MAYBE SLOPED AT A FIATE OF
1H:24V OR STEEPER.
6- THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PR7'CAST BASE SECTION.
7, ALL PICKUP HOLE54SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
NOWSHR INK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-20.3(2).
8. ALL GRADE RINGS AND CASTINGS SHALL SE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04-3 THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND
9. F RAMES-
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
REMAIN VISIBLE UPPON COMPLETION.
UNLESS °1HFRWISE 40na DRAWING IS NOT TO SCALE (NTSj
STD. PLAN - 200.00
APP2 . en
V%,R) DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 1
Pulre wuih AAn.nmiir., DAT I
93 BAR EACH SIDE 7✓
#3 BAR EACH WAY s
PRECAST SASE SECTION
93 BAR HODP
43 BAR EACH
CORNER 1B" MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PUBLIC WORKS
CATCH BASIN FRAME AND VANED
GRATE PER STD. PLAN 204.00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION FWD SECTIONS MAX.y
MORTAR- iTYP.j• SEE NOTE 5
-MIN.
2S" MAX. +6' MAX. FLAT SLAB TOP
48'. FA'. 60'. 72'. 87
95'. 12V GR 144"
SEE NOTE 5, TAP.
15' MAX. FOR
-
MAINTENANCE _
STEPSOR
WIDER
�-
12- ITYP.j
1' MIN.
^D" RING' 24'
2.5' MA7C
REINFGRCI NG STEEL. (FYP j
• MIN
12' MA)(, l
17, i
GRAVEL, BACKFILL FOR PIPE ZONE
72-
BEDDING PER WSDOT STD.
_
SPECIFICATION SECTION 903.72[S5
SEPARATEIBASE INTEGRAL BASE
PRECAST
PRECAST WITH RISER
MOTES:
1. NO STEPS ARE REQUIRED WHEN HEIGHT IS NOR 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 sECnoN.
4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2'
MINIMUM T02.57 MAKIMUM. PROVIDE A I T MINIMUM GAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
P11`E. AFTER THE P1PE 1S INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 6.04.3.
S. ALL GRADE RING$, RISERS, AND CASTINGS SHALL BE SET
7N MORTAR IN ACCORDANCE WITTS STANDARD
SPECIFICATION 9.64-3.
6, WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE
CONNECTOR IKOR-NSEAL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EOUAW. WHEN CONNECTING TO
AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF
THE SAME MATERIAL AS THE CONNECTING PFPF.
7, MORTAR SHALL BE Mi%EO AND APPLIED PER
MANUFACTURE R'S DI RECTFON5,
B. FRAME SHALL BE ADJUJSTEO TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITHA STRAIGHT EDGE OF SUFFICIENT
LENGTH
9. ALL MORTAR JOINTS SHALL M TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN- BASE
THICKNESS
MAXIMUM
KNOCKOUT SIZE
MINIMUM
OLSTANCE
BETWEEN
KNOCKOUTS
46'
4`
6"
36-
6"
541
4.5-
8'
42"
r
5"
8"
48"
B'
72'
81
8-
M,
12'
w
81
17,
72'
12'
96"
8'
12,
M.
12'
IV
12"
N"
12'
144"
12"
12^
105-
12,
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CP95P'
SOLID WALL
PllG
PROFILE WALL
PVC
40"
24'
3D"
24-
30,
30"
64"
30"
3h
3M
3G
36,
60"
38"
42'
3v
42'•
42"
72'
42'
S4"
42^
48"
48"
B4'
54.
BD'
54'
w
48"
96"
80-
77
S0"
48-
48"
12R"
M.
8a'
60`
48'
48"
1",
78"
96"
6T
48"
48"
'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC Q-o5 2GJ
=STD. SPEC. 9-H.42(11
s STD. SPEC. 9-05-12121
UDILE55 OTHERWISE NOTED, DRAWING IS NQi 10SCALE (NT51
STD. PLAN - 201.00
PUBLIC WORKS CATCH BASIN TYPE 2 PR
DEPARTMENT GAZ 9/28/2418
_ Pi,o-lr wnti ad.�n�x�n��, R'c.YE
CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM CONTACT. THE SURFACE
AREA OP THE SASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION
ROAD DRAINAGE NOTES AND DETAILS
OF
DALPAY SHORT PLAT
A
PORTION OF
THE N.E. 1/4 OF THE S.E. 1/4 OF
SECTION
47 TOWNSHIP
23
N., RANGE 5
E., W.M. CITY OF RENTON, KING
COUNTY,
WASHINGTON
14*
PRAME AND VANED GRATE
ADJUSTMENT SECTION
I
�
�
r
�
r
SEE NOTE a
NOTES.,
1, THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNT1L THE FINAL ELEVATION OF THE PAVEMENT, GUTTER
DITCH, OR SiDEWALIf 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 WSOOTIAPWA STANDARD SPECIFICATION 7.05.3-
2. SHIMS SHALL NOT BE USED TO SET FR WE 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.
A. ONLY BY APPROVAL OF THE CFTV, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BONE] OR 9 BONA
S BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR-
S. MORTAR SHALL MEET THE REQUIREMENTS OF WSDCTlAPWA STANOAR❑ SPECIFICATION 4�04-3.
7 PICK I LIFTING HOLES ARE TO8E GROUTED WATER TIGHT USE GROUT TYPE 2 FOR NONSHRINA APPLICATIONS IN ACCORDANCE WITH STANDARD
SPECI FICATION 9-20 3(4
B MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'$ DIRECTIONS
S. FRAME SHALL BE ADJU&TE❑ 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 SE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION
UNR55 9,•7FRWIA 14MJD. DRAWING IS NOT TO SCALE [NT9
STD. PLAN - 202.00
PUFRBLIC WORKS PRD
DEPARTMENT CATCH BASIN INSTALLATION GAZ g/9/28/2018+w
ELATE
PLAN VIEW
C13#3 TYPE II-48" 1•-2•
2 PER COR COMMENTS DATED 6/8/20
1 PER COR COMMENTS DATED 10/31/19
NO. REVISION
25 114" 4d&�
29 1 W
BOLT-0QVR4 HOLE (TYP.) - 5+6",
11 NC, SEE DETAIL AND NOTE 2
TOP
RECES$EP ALLEN
HEAD CAP SCREW
518--11114Cx2'
h!6 GRATE
Fill
rRnnlE
SECTION 13OLT DOE'+ N DETAIL
SEE NOTE 2
24 114'
AL1 �
SECTION A
SEE -DETAIL ISOMETRIC VIEW
r �
TI8' �-»{
I I 11B'
1 � �Ira'
11A4 >4 NOTES:
_j 1 1. THIS FRAME IS DESIGNED TO ACCOMMODATE 20'-24' GRATES OR COVERS,
d FYI" SEE STANDARD PLANS 204.10. 204.2(r. 264.30. AND 204.40.
l 1 6,r8- Z. BOLT -DOWN CAPABILFTY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE
FRAME THAT ARE VERTICALLY ALIGNED W ITN THE GRATE OR COVER SLOTS.
_ �- THE FRAME SHALL ACC EPT THE WS'A I NG x 2` ALLEN HEAD CAP SCREW 'BY3<4 BEING TAPPED, OR OTHER APPROVED MECHAWSM. LOCATION OF
BOLT -DOWN i-LOLES VARIES BY MANUFACTURER.
2 112" �••I f
J 3. REFER TO STANDARD SPECIFICATON 9-05.15{2} FOPi ApDlT1OFULL
DETAIL / REQUIREMENTS.
UNLE5S OTHERWISE NOT[➢, DRAWING IS NOT 10 5[ALE [NTSI
STD. PLAN - 204.00
• PUBLIC WORKS °
+f DEPARTMENT RECTANGULAR FRAME GAZ
9/28/2018 1
P.hn 1V inNAtlxniiu.eip DATE
LIFT HANDLE
FRAME AND LADDER OR STEPS
8" SHEAR GATE AND PULL ROD
SEE DETAIL ON THIS SHEET
8" INLET
FROM CB 4
IE=406.00
#8 NON GALV. CORRISIVE
RESISTANT MATERIAL
1
I
12"
CD
I �
N
CD z
STANDARD LOCKING LID
WITH LOCKING BOLTS.
RIM=410.00
z 8" ALUMINUM RISER
OPEN END
OVER FLOW EL=407.00
i 8" OUTLET
TO POND
IE=406.00
4 1 /2" CLR.
3" X 0.90 GAGE SUPPORT
BRACKET ANCHORED TO
CONCRETE WALL (TYP)
OPEN END
1 1
e a
CB#3
TYPE II-48" OIL/WATER SEPARATOR
SURVEYED:
TSL
DESIGNED:
DSC
DC
6/10/20
DID
DRAWN. DSC
DC
12/2/19
DID
CHECKED:
DID
BY
DATE
APPR
APPROVED:
DID
1 "= 2'
SCALE:
VERTICAL• NAVD 1988
N/A HORIZONTAL' NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
J
-
_
=
FFO
I
-
I.
A
I�
iQ
Li
OIITFALL iO STREJJ[ I DI1MP NO P{711UTAHIS
WILT -DOWN SLOT
SEE DETAL AND
�i}TE 1
TOP
30W RECESSED LETTERING
24'
�••� 7 R 8 EQUAL SPACES
DIRECTION OF FLOW
1 5B' MAX. T
SECTION A
NOTES:
1. BOLT -DOWN CAPABILITY IS REWIREO 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 ■ 2' ALLFI4
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF RQLT-DOWN HOLES VARIES BY
MANUFACTURER.
2. REFER TO STANDARD SPECIFICATION 9-G5,15(2) FOR ADDITIONAL
REQULREMENTS.
3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.01P.
112'
304,
1 iJd`
ua"
�I
ROLT-134 N SLOT DETAIL
SEE NOTE 1
SECTION B
UNUE55 OITIERWISE NOTE D. DRAWING FS NOT TO SCALE INTSj
STET. PLAN - 204.20
• + PUBLIC WORKS :P0711:11)
DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 1
ror:n wa,�x earmiiuieia DATE
CITY OF
RENTON
Planning/Building/Public Works Dept.
k420O
�09
SN L ENS
9-21-20
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R-409709
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Po 06
00
DEVELOPMENT ENGINEERING SURFACE WATER UTILITY
Nathan Janders 11/12/2020
jfarah 11/13/2020 p
DATE:
ROAD DRAINAGE NOTES AND DETAILS 6/18/19 V) fn
DALPAY SHORT PLAT FlELDBOOK:
DALPAY PROPERTIES, LLC. PAGE:
DRAWING NO: 00
4033 N.E. SUNSET BOULEVARD I� LLI
RENTON, WA 98059 SHEET: �^ OF: �^ U