HomeMy WebLinkAboutR-423834A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
CATCH BASIN FRAME AND VANED
00 7a• aJ GRATE PER STD. PLAN 204.00
M 1 RECTANGULAR OR CIRCULAR ADJUSTMENT
N I SECTION (TWO SECTIONS MAX.)
12' 4' MIN. MORTAR, (TYP.), SEE NOTE 5 r
1 n 1 28" MAX.
16" MAX. IFLAT SLAB TOP
O
FRAME AND VANED GRATE
1
0 b•
W
S.
g
ONE 43 BAR HOOP FOR 8-HEIGHT
W INCREMENT (SPACED EQUALLY;.
SEE NOTE 1
z RECTANGULAR ADJUSTMENT SECTION
W
OWN SLOT, y4-
SEE DE .
SEE 9ETAlL AN{1
2 112"PLA HOLE NOTE I 14I4-
Ak .". 48", 54", 6D", 72", 84", FRAME AND VANED GRATE
24 A M. 96", 120" OR 144" SEE NOTE 6, TYP.
15' MAX. FOR
MAINTENANCE STEPS OR
4r=p_ LADDER
MOLT-Dd11Y!! SLOT DETAIL 12-(TYP.)
SEENOTEI - - - .-
T SEE NOTE 4
LEAN SURFACE 3' T D BOTTOM AREAL
1" MIN. ROvIDE UNWORMNCONTACT T E SURFACE
TOP 24" 2.5' MAX. Q AREA OF THE BASE SECTION MUST SE
"O" RING MIN. 1 REINFORCING STEEL. (TYP.) 4fORTARED TO THE BOTTOM AREA OF THE
12" 12 MAX. GRAVEL BACKFILL FOR PIPE ZONE ADJUSTMENT SECTION
12" BEDDING PER WSDOT STD. ADJUSTMENT SECTION
, SPECIFICATION SECTION 9-03.12(3)
U�pi46 -k NOTES' �1 ��5� R26",MFENOTE 2 6" 8"
0- 0.1AS ACCEPTABLE ALTERNATIVES TO ��� �_ � SEPARATE BASE INTEGRAL BASE
IC
N THE PRECAST BASE SECTION, FIBERS HE ROE BEAR DE TOWN ��� ����
v G PRECAST PRECAST WITH RISER
ACCOROANGEW[THSTANDARDSPECIFICATION
HAVING
AOF
dIV# OS2SUAREEINCHES PE R FOD3HALL BEU A MINIMUM oITH �rd,���������+���������
PARE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
RErNFORCEDOR PLAIN
12'
CONCRETE
ALL METAL PIPE
15-
CPSSP•,
12,
STD. SPEC-9-05.2D
SOLID WALL PVC,
15'
STD. SPEC. 9-D5.I2(1)
PROFRF WALL PVC.
STD. SPEC-9-06.12M
1S
"CORRUGATED POLYETHYLENE STORM
SEWER PIPE
z
THEALTMINIMUMREDST REBA ECT O� IN WIRE THE
SHALL NOT OF PLACED IN THE KNOCKOUTS. AS AN
$ ACCEPTABLE ALTERNATE E TO THE REBAR SHOWN IN
'HE RFC TANGULARADJUSTMENT SECTION, WIRE MESH
03 BAR EACH CORNER I I HAVING A MINIMUM AREA OF 0.w SQUARE INCHES PER
FOOT MAY BE USED.
1 1t2
06
I _
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I 7 THE KNOCKOUT 4WAEFER SHALL NOT BE GREATER
_ THAN 20'. KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2' MINIMUM TO 2.5' MAXIMUM. PROVIDE A 1 5'
I Ai MINrMUM GAP BETWEEN THE KNDCKOUf WALL AND THE
J OUTSIDE OF THE PIPE. AFTER THE PIPE 15 INSTALLED.
F ILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
Ala BAR EACH SIDE +lr STANDARD SPECIFK:ATKIN 9-04.3
_
3 THE LOWEST DEPTH FROM THE FINISHED GRADE TO
'e THE LOWEST PIPE INVERT SHALL 8E 5 FEET
03 BAR EACH WAY
ISOMETRIC
4 W4- 1 i rk
SECTION S
1 5t6' MAk _T
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
i 1
iI f ti >
Y f
4- THE FRAME AND GRATE MUMT BE INSTALLED WFfH THE SASE SECTION
UL FLANGE DOWN
w 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2'
PRECAST BASE SECTION S THE PRECAST BASE SECTION MAY HAVE A ROUNDED � MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP
FLOOR. AHD THE WALLS MAY B3 SLOPED AT A RATE OF
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
11124V OR STEEPER.
R38-, SEE NOTE2
PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
SECTION A
JOINT MORTAR IN ACCORDANCE WITH STANDARD
N3 BAR HOOP 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
SPECIFICATION 9-04.3.
Q
r
, 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET
IN MORTAR IN ACCORDANCE WITH STANDARD
INLET HJ45 BEEN PLACED. USE GROUT TYPE 2 FOR
NOTES:
SPECIFICATION 9-04.3.
I k3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
5-
6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE
CORNER 18• MIN. STANDARD SPECIFICATION 9-20.3(2)
r�_
A. ALL GRADE R1NGM AND CASTkNGM SHALL6E SET IN
Vz, 314' 1. BOLT -DOWN CAPABILIF Y IS REQUIRED ON ALL FRAMES-
L GRATES, AND COVERS, UNLESS OT HERMSE SPECIFIED
CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO
OR
MORTAR IN ACCORDANCE MTH STAND.ARO
PROVIDE TWO HOLES IN THE FRAME THAT ARE
AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF
Q
I Tr 3PECI FICATION 9.04.3. THEN APPLY MORTAR TO INSIDE
VERTICALLY AL[GIWD WITH THE GRATE OR COVER SLOTS
THE SAME MATERIAL AS THE CONNECTING PIPE.
AND OUTSIDE OF ALL JOINTS. RINGS. RISERS. AND
THE FRAME SHALL ACCEPT THE Wa8 t1 NC a 7 ALLEN
C\I
FRAW-S,
4- HEAD CAP SCREW 13Y BEING TAPPED, OR OTHER
APPROVED MECKAWSM. LOCATION OF BOLT -DOWN HOLES
7. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
9. MORTAR SHALL BE MIXED AND APPLIED PER
III SJ4• D HOLE
VARIES BY MANUFACTURER
8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
w
MANUFACTURER'S DIRECTONS.
1/2-D IA HANDLE
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
10. FRAME PAVEMENT
ME SBE ADJUSTED TO PAVENT GRAPE 9Y
1 if2' 2- ALTERNATIVE REIHFpRG1N0 DESIGNS ARE AGGE PTABLE N
LIEU OF THE RIB DESIGN.
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
=
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
SECTION C
LENGTH.
_ DETERMINHED WITH A STRAIGHT EDGE OF SUFFICIENT
3. REFER 70 STANDARD SPECIFICATION 9.06.15(2) FOR
9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN. BASE
THICKNESS
MAXIMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
48"
4"
6"
36"
8"
54"
4.5"
8"
42"
8"
60"
5"
8"
48"
8"
72"
6"
8"
60"
12"
1.
8"
12"
72"
12"
96"
8"
12"
84"
12"
120"
10"
12"
96"
12"
144"
12"
12"
108"
12"
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
ALL METAL
CPSSP ,
SOLID WALL
PVC Z
PROFILE WALL
PVC;
48"
30"
24"
30"
30"
1.
N42"
36"
30"
36"
36"
60"
42"
36"
42"
42"
72"
54-
42"
48"
48"
1.54
60"
1 54"
48"
48"
96"
60"
72"
1 60"
48"
48"
120"
1 66"
84"
1 60"
48"
48"
144'
1 78"
96"
1 60"
48"
48"
'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-0520)
Z STD. SPEC. 9-05.12(1)
3 STD. SPEC. 9-05.12(2)
NOTES:
I T14E COVER OR GRATING OF A CATCH 13A.91k SHALL HOT BE ADJUSTED TO FINAL 13RADE UNTIL THE FINAL ELEVAT"4 OF THE PAVEMENT, GUTTER,
DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTAHL LSHED, AND UNT1L PENAIISSION THEREAFTER [S OWEN BY THE ENGINEER TQ
MORTAR IN PLACE IN ACCORDANCE WITH WSOOTI"A STANDARD SPECIFICATION 7-D&3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE THE USE OF SHIMS IS PROHLBITED.
3. A CONTINVOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RiNGS.ANDBRICKS 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 aOND ORX BOND.
5S BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SEC UM WITH MORTAR.
E. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOTIAPWA STANDARD SPECIFICATION 9-04 3
7 PICK 1 LIFTING HOLES AR£ 70 BE GROUTED WATER 71GHT. USE GROUT TYPE 2 FOR NOWSHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-20.3(2).
8, MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS
9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF
SUrFICIENT LE}SGTH
U LENG7H ADDITIONAL REQUIREMENTS. REMAIN VISIBLE UPON COMPLETION.
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND 4, FOR FgAMF DETAILS. SEE CITY OF RLWMA STANDARD 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISI9LE UPON COMPLETION
SEE NOTE 1 REMAIN VISIBLE UPON COMPLE-110N. PLAN204A6.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISEN9TED.DRAWINGLSNOTTOSCALEINTSI
UNLESS OT}iERWLSE NOTED. DRAWING RNOT TO SCAB IN1Sj UNLE55OTFI-ERW4E NOTED,PRAwl is IS NOr TOWALF("
STD. PLAN - 204.10 STD. PLAN - 201.00
STD. PLAN - 200.00 PUBLIC WORKS [PROVM:STD- PLAN - 202.00
„ PUBLIC WORKS Arm ° • PUBLIC WORKS 5. DEPARTMENT CATCH BASIN TYPE 2 GAZ 9/28/2018 I - PUBLIC WORKS
w DEPARTMENT CATCH BASIN TYPE I GAZ 9/29/2018 1 DEPARTMENT RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 I DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018
rvoiaw..a,�.,...r" RATE Li ""I-. ,�...,..an WTE v°nn°w°,k. aam�„�.�,am, DATE -
„ DATE
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Catch Basin Type I Rectangular Solid Metal Cover 2 Catch Basin Type 2 3 Catch Basin Installation 4
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YP g YP
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J 1
1/2" LETTERING
°o...... `S p0 BOLT HOLES-3 PLACES xaerooiow
°0000000000000000000000000° Sr EQUALLY SPACED 120" APART ON aee «eoa
w23 1116" DIA. B.C. �5
^ o0000000000000000000a0000000000000° �
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A
......................
o° SKID GROOVE PATTERN ® �"
DRAIN
(1) V DIA. PICKHOLE
COVER BOTTOM VIEW
I
BOLT.DOWN SLOT. I
SEE DETAIL AND
NOTE I �IIL+•{j'
� f 3M•
1 1 r4-
I
errs'{
} I
BOLT -DOWN SLOT DETAIL
PLAN VIEW 1 1/4" LETTERING SEE 1401L• 1
(3) BLT SOC. (ALLEN HEAD)
m
5/8"-11 x 1.5 SS RUBBER TOP
WASHER
3r8' RECESSED LETTERING
25" DIA
3l4"
2 1/2"
777
6 3/4" EON BOLTING DETAIL
(TYP) ��II
COVER SECTION VIEW
s
1/4" 1 1/16"
5'
ISOMETRIC 5
20'
R1/8"
26 1/2" DIA.
I
251/4" DIA. GASKET GROOVE DETAIL
5-
Z4- `
1/4" DIA. NEOPRENE GASKET 7 OR 8 EQUAL 9 FLOWPACES'
Fi 6r 5
DIRECTION FLOW
6 = 1l4" - 1/2"
3116"
f 516" MA]f
23 3/8" DIA. CL OPEN SECTION B
SECTION A
275/16" DIA. SKID GROOVE PATTERN DETAIL
34 1/8" DIA.
NOTES:
I. BOLT -DOWN CAPABILLTY IS REQUIRED ON ALL FRAMES. GRATES. AND
FRAME SECTION VIEW COVERS, UNLESS OTNERWISE SPECIFIED. PROV361=TWO HOLES IN
NOTES: THE FRAME THAT ARE VERTfMLY ALIG14 ED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 518'•11 NC x 2" ALLEN
1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 HEAD CAP SCREW BY BEING TAPPED. OR OTHER APPROVED
OR APPROVED EQUAL. MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY
2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES MANUFACTURER,
WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC 2. REFER TO STANDARD SPECIFICATION 045.15(2) FOR ADDITIONAL
RIGHT-OF-WAY. REQUIREMENTS
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) 3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00.
STD. PLAN - 204.40 UN LESS OTHERWISE. HOTEO, DRAWING 15 N¢T TO SCALE INTSI
c®. PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLAN - 204.20
DEPARTMENT (PRIVATE) artin Pastuch@V13/2020 PUBLIC WORKS L
a
MwT3A�D98B449D... DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/201$ I
DATE
I
I
MAY BE REMOVED
I
PIPE 2" x 5" ANCHOR STRIPS WELDED TO 3/4"
COUPLING DIA. BAR FRAME. 4 PIECES SPACED
UNIFORMLY FASTEN W/1/2" GALV OR
3/4" DIA. SMOOTH BARS W/ NON -CORROSIVE BOLTS & NUTS
ENDS WELDED TO BAR -FRAME
�1.{2" MIN 4" OC MAX BAR SPACING
I 3/4" DIA BAR -FRAME }
I 1 MAY BE REMOVED
I
3" - 5" FOR 18" DIA
PIPE BEVELED PIPE END SECTION 5" - 8" FOR 24" DIA PROVIDE FINE MESH
COUPLING 7" - 9" FOR 30" DIA AND GREATER BEHIND BARS TO
PREVENT ANIMALS
OR SALMONIDS FROM
NOTES: ENTERING PIPE
1. CMP* END - SECTION SHOWN; FOR CONCRETE PIPE BEVELED END SECTION, SEE KC125 DWG. NO. 11
2. ALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED (TREATMENT 1 OR BETTER) *OR CPEP
SMOOTH INTERIOR
NTS
Debris & Animal Entrance Protection 8
R-423834
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING Ootk
Wanders 05/10/2023
Storm NTS NTS NTS
Round Frame and Cover(Private)5 Rectan ular Vaned Grate 6 Miscellaneous Details for Draina e Structures 7
g g
>, SURVEYED: SCALE: DATE:
-� G E N WH PACIFIC HORIZONTAL: NAD 1983/1991 CITY OF 05 01 2023
VERTICAL: NAVD 1988 • SEATTLE SOUNDERS FC HEADQUARTERS / /
,Ri
COUGHLINPORTERLUNDEEN DESIGNED: As SHOWN & TRAINING CENTER
33708 O E R A STRUCTURAL CIVIL SEISMIC ENGINEERING JAS RENTON RENTON WASHINGTON FEBDDK:
DRAWN:
DATUM DRAWING NO:
L ���� CHECKED: ONE INCH p , GRADING & C3.20
801 SECOND AVENUE, SUITE900 (206)343-0460 AT FULL SCALE Planning/Building/Public Works De t
T 0 R SEATTLE, WA 98104 www.cplinc.com WCA IF NOT ONE INCH
0\/'-" STUDIO NO. REVISION BY DATE APPR APPROVED:D: SHEET: SCALE ACCORDINGLY DRAINAGE DETAILS OF: 34 71
4 F
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4iTTFALL T4 BTAH4l4 . DDNP NO PDLLVTANTS
N0 BARS 07• SPACING
I T ITYP.}
2a•�r. 2i• DIA_.
W
48• DI&, OR 54'
Mj X-
DIA MOLE
L
�+ 8
k
Lam- 2- (Tl`g 1
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1r
L +
�
L� 1r
1' MIN
r-----�
2 1P2' MAX
84' or 96" FLAT SLAB TOP
PREFABRICATED LADDER 1r
MIN-
"
95 BARS 0 5" 9PACING
STER 9112" MAX_
20"x24", 24- D1A.
48• DIA, OR 64'
DIA HOLE
MIN
8„ I- MIN.
2 11T" MAX.
T,
72" FLAT SLAB TOR
Nr MIN.
2d'
42' MAX -
*4OARS 6- SPACING
- MIN.
1--� 48" MIN.
20•x24.OR
2d"DIA HOLE
TYPICAL ORIENTATION
ECCENTRIC CONE SECTION
•� 2" IT" )
FOR ACCESSARD STEPS
-
6' 1" MIN
2 1.'2' MAX
48", SW', or 60" FLAT SLAB TOP
�. Sr
- }•, 2•, I', e•, 12". OR 24'
ONE 43 BAR HOOP FUR 6'
1
HEIGHT INCREMENT {SPACED
EQUALLY{, SEE NOTE 1
�,St
11. L. 4', G.
12%OR 24'
ONE *13 BAR HOOP FOR 6" HEIGHT
INCREMENT(SPACED EOUALLn
CIRCULAR
ADJUSTMENT SECTION
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
NOTES:
I i_ AN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA
OF
12 SQUARE INCHES PER FOOT MAYBE USFW FOR ADJUSTMENT SECTIONS
UNLESS OTHEAWiSF. PIPTED, DRAWING I5NOTTOSCAM INTSI
Ds STD. FLAN - 204.60
PUBLIC WORKS
MISCELLANEOUS
DETAILS FOR
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y DEPARTMENT
DRAINAGE
STRUCTURES
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