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FIIA111111111111 ■ND VANED ORATE
r OR 12,
ONE 43 BAR HOOP FOR V HEk914T
TWO 93 BAR HCW9 FOR 12'HEKtkAT
REKCTANGULAR ADJUSTMENT SECTION
1 �
t
P: x
V BAR F_ACH GORNIM
43 BAR EACH 51)E
43 BAR EACH WAY
PRECAST sme SEtYl011
93 BAR E_A4H CCRNE_R
1 Er MIN
063 BAR HOOP
NOTES
PIPE ALLOWANCES
MJULIMIJRi
PR Nk*MA4
111411611111111
DIAMETER
REINFCRCEDOR
Y
PLAIN C1]NCREfE
ALL METAL PIPE
1y"
CP$$Pw
17
(FjTn :]PFK. 4{71j 2t1}
90LIDWALLPVC
YE„
ISTD. OPEC, 9 C6,11111
PROFILEI4ALLPVC
lar
iSTD.OPEC. 94:s,12t2)}
_
NE
* fi4ORRIIGATED POLYETHYLENE
STORM SEWER PIPE
1 As accepwole allexnalkves W the reWF yfhown In the P R€CAST 9A$E
SECTION, fibers (placed according tD the Slardiard Speci5m ions), or
wire mesh having a minimum arse of 0.12 square inches per toot shad
be used wlth the mlrWinum raqulred rabar shown In tho ALTER NATIVE
PRECAST BASE SEC1110 1_ Wire mesh shall not be placed in the
knO�itpsltg
2. The uwkalut dismeiRl' shall not be greater than 2(r- Knoekouls shall
hcvo D wall thickness of 2' minl(nlum to 2.5- mm mum, Provide a 1,5'
minimum gap b6tivean th9 knockout wall acid IM au15id6 of th9 ppa_
After the pipe is installed, fill the gap with point MKMW in a=OrdanCe
with Standard Spear icalioel 9-04.3.
3, The maximum depth tom lie finished grade to the lowest pipe Invert
shall ba T_
4. The frame arld emits rrRISL Ge instAlled with the Range doVm.
5. The Precast Base Section may have a roLwlded floor, and Me walls may
be eloped at a rate of 1-24 Dr slcopeT.
B. The opening shall be measured al the top GFthe pmcaisi base section.
7. All pickup halls shall N groi-dAd full aftertt'a basin has bean *cod.
8. All grads rugs and castings MaA be W in mortar In axoKiarics with
Standard Specification 9-U4.3.
7CC ^JOTC 1
ALTERNATIVE PRECAST BASE SECTION
~ PUBLIC WORKS CATCH BASIN TYPE I
DEPARTMENT
- -- rA2' [13nm] LETTEPoNG
BOLTHOLES-9PLC8 EOUALLYSPACE0120•
Ajk APART ON 23 V1W (5114r )PIAEkC.
RENTON
AHEAD OF THE CURVE
DRAIN
(I} I' I25mmy
pIA PIGKNOL
1 1 r4' j32mrn] LETTERING
PLAN VIEW
_ 16' CIA.
[Is35mrn] � 1'
rnm]
jilirnm[
33W 2U2
TYP
COVER SECTION VIEW
26 for DK
Iffra^ffi]
25 U4' ❑IA
[641mm[ 1 106'
r- IW Omm) DI
A [2rmml
f NEOPRENE GASKET
e�
1 [132rnm]
- � 23 sB• DIA CL OPEN
lerrml (591n m1
27516 DIA
f694mm1
74 ifs' M
[9B7mml
FRAME SECTION VIEW
PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5
201W
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
FIANoIrDLD �
$ RECTANGULAR ADJUSTUENT SECTION
OR CIRCULAR AD JUBTMENT $ECTION
GROUT -TYPICAL (SEE NOTE 5j
- - - - . FLAT SLAB TQP
z
_
MCRTAR(TYP,I
4
WrE
L.mOR
MORTAR FILLET
- AII!2fflopr++G Wta_ Ifi'P.I
h �P
GRATE BACKTILL FOR
-
, r PIPE ZONE BEDMNG
.
_
T _
I
SEPARATE BASE
INTEGRALBASE
CAST -IN -PLACE
PRECAST WITH RISER
'O'RING -
GW VCL BACKFILL FOR
. 4 • r PIPE -I E eEIOING
SEPARATE BASE
PRECAST
CATCH BASIN DIMENSIONS
BASCATCH
DI MEITER
41r
WALL
THICKNESS
BASE
THICKNESS
htA)I:IMLiM
KNOCKOUT
MINIMUM
DISTANCE
BETWEEN
(KNOCKOUT$
EASE REINFORCING STEEL
WOL, IN EACH 0IRECMN
SEPARATE WE
INTEORALBASE
4'
e'
36'
If
0.23
0.15
y}'
4.F
Ir
42'
1r
0.19
0.19
60'
S'
it
1 4E`
1r
0.2S
0.25
7r
$'
Ir
80'
12'
0.35
0.24
84'
it
Ir
72'
12'
0.39
0.20
0'
12,
a4'
12`
O.So
0.29
NOTES
1. No steps are requl red when height is 4' or less.
2. The bottom of the precast catch basin may be sloped to facilitate cleaning.
3. The rectangular frame and grate must be installed with the flange down.
The frame may he cast into the adjustment section-
s. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum, Provide
a 1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed, fill the gap with joint mortar in scoordance with Standard
Specification 9-04.3.
All d d t 11 ll be t n1oRa rd th
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DWO-71CR
BASIN
DIAMETER
CONCRETE
ALL
METAL
CPSSP
Q
SOLID
WALL.
PVC
PROFILE
WALL
Pvc0
dE'
24,
30'
24,
ar
WU.W.
U.
M.
3Kr
2T
36"
36'
42'
W
36'
42'
7T
42"
54'
42'
3W
44"
aa'
51`
61J'
54'
W
AV
96'
so, 72'
W 36,
AV
9re a nines, rlsefS, an CaS Ines S a Se In r In aces once Ah -0 OwnIgated PdyQlhylgne Storm sewer Pipe (SLd. Spec. M5.20)
Standard Specification 9-04.3. Md.$No.9-os.12]1}}
f's) (Std. Spec. 9-05.12m)
S'1'b. PLAN - MOM ti STD. PLAN - 201.00
i f PUBLIC WORKS CATCH BASIN TYPE 2
DEPARTMENT
MAI,'CH 2OL��? �N'Tp� MARCH UOOf3
COVER BOTTOM VIEW
13} ELT SOC, IALLEN HEAD)
Sine-r 1 x +.5 ss
RUBBER WASHER
EON BOLTING DETAIL
1W
[27mm[
{
fife`
Iralrm,] L
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1
OR APPROVED EQUAL.
PUBLIC WORKS STORM ROUND FRAME AND COVER PLAN - 204.50
i DEPARTMENT
MARCH 2408
I
M BARS r SPACING
24' DIAM-, 49' DIAM.
OR 54' DIAM-HOLE
r ITYP-}
1' MIN.
10 MAX.
84" or 96" FLAT SLAB TOP
n
N5 BARS a 5' SPACING
20` Y 34
20 DIAM., 4a' DLAM-
dR54'DIAM.HOLE 2'(1YP. TYPICAL ORIENTATION
L_ FOR ACCESS AND STEPS
1- MRJ
2%7 MAX.
72" FLAT SLAB TOP
21 1
iq4 EARS @ 6' SPACING
2
20' x 24' OR -
24' DIAM. HOLE -
r lnP) I 41r MIN,
F
i` 2 rr M +AX ECCENTRIC CONE SECTION
48', 54", or 60" FLAT SLAB TOP
1r trrP.l
Ir-
PREFABRICATED LADDER
12" uIN-
STEP
34
V OR Ir r f�
�1,0NEff35ARHO11 '- �•
ONE 43 BAR HOOP FOR 9` /� 4'
TWO 0BAR 40OPS FOR 1 r `
RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION
1.10 As an acceptable alternative to rehar, wire mesh having a
minimum area of 0.12 square inches per foot may be used
for adjustment sections.
STD. PLAN - 204.60
PUL3LiC WORKS MISCELLANEOUS DETAILS FOR
DEPARTMENT DRAINAGE STRUCTURESF
MARCH 2Q08
TOP
SECTION (A)
NOTES
1. This frame is designed to accommodate 20" x 24' grates or
covers
2. Provide two holes in the frame that are vertically aligned with t
he grate or cover slats- Tap each hale to accept
a W8" - 11 NC x 2" alien head cap screw.
Location of bolt dawn holes varies among different
manufacturers.
3 Refer to Standard Specification 9-f15-15(2) for additional
requirements.
RECESSED ALLEN
HEAD CAP SCREW
70 11' 518'-11INCxT
It
1 � rwuae
2112'
SECTION
OIL BOLT -DOWN 2DETAIL
SEEkKrE
+ + PUBLIC WORKS RECTANGULAR FRAME
DEPARTMENT
OD
a
limns 01 ape
- -
- - -
i,- 0•
0. 150. D. mo.
limits qF pip*
comrWtiDn
0.65 G.O. min.
9mW"! to&rI11
-_- -_ W e16etlRll I"
forplpe be&Ing
---iourx+91ivi5 when apeclfied
A. Metal and Concrete Pipe
11.15 iiw mn.
rnvb cFppe
compacron F65 65V r*,
gravel backfill grovel b:xkhI for
br pipe neddng roundsgdns men spewlml
S. Pipe - Arch linstallatlon
Rigid Pipe NOTES:
1. Pips compaction limils shown on this plan are for pipe
constructlon In an embankment. For pipe canstrucdon
in a trench, the horizontal limits of the pipe compaction
zone shall be the walls of the trench.
2. A11 steel and aluminum pipe and pipe -arches shall be
installed In accardanoa wllh design A-
3. Concrete pipe with elllptlml ralnforeament shall be
installed in aCCordanos with design A
d, Conorele pipe, plain or with circular minloroament, 9hal1
be installed with design A.
5. 0-0- is equal to the outside diameter of a pipe or the
outside span of pipe arch. The dimensions shown as
0. D_ with:' maximum Shall 49 0-D_until 0.D- equals
3'; at which point T Shell be used.
1'4Y' fvr diameters 12' through 42' and spans through
5U', 2'-0- for diameters greater than 42' and spans
greater Ihan 5W.
*! 1. PUBLIC WORKS
DEPARTMENT
ISOMETRIC VIEW
STD. PLAN - 204.00
MARCH 2O08
W lase Poke 4}
limit oT pipe Wei
b@ding f
mplerisl b
rdr la>anle
pipe t
nD1a a)
m O,D
foundali x
165714 G
'A • 4'rnim 27- I.D- OW uPd,-,
V min., Over 2T I.D.
Bedding for Flexible Pipe
FloAlble Pipe NOTES:
1. Provide uniform supporl under barrels.
2. Hand lamp under haunches.
3. Compact bedding material to 95% max. density: directly
over pipe, hand tamp only.
4. See *Excavation and Preparation of Trench' in sanitary
SeweirS SC'Gr4n Of the Standard W$40TlAPWA
specifications for trench width 'W" and trenching
options. The pipe nine will be the actual trench width.
The minl mum WnGrgle width Shall fife 1 s 1. D. = 1W_
5. Trench backfltl shall conform to'BackBlling Sewer
Trenches" In the sanitary sewers section of the
WSDOTfAPWA standard specifkcatians, except (hat
rockt, or lumps larger Than 1' per too of pipe tllamgter
shall not be used in the bockflll material.
6, See _bedding Material for Flexible Pipe" in aggregates
section of the WSDOTIAPWA srandard specifications
for the material specifications.
Backfll material placed in 0-5loose layers and
compacted Io 96% maximum density-
Melhod B or C compaction (W51DOTIAPWA)
standard specifications.)
Pipe
Size
Min. disc.
between
barrels
circular pipe
cone., LOPE, CUP
(diarneterj
12" to 24'
12"
34" to 96"
diam- 12
102" to 189'
4811
pipe - arch
metal only
(spar)
18" to 36"
12'
43" to 142'
span 13
148"to 199'
48"
PIPE COMPACTION
DESIGN AND BACKFILL
STD. PIAN - 220.00
MARCH 2O08
0W
SURVEYED. SCALE,
Pacific LIB `i _ rj .� J'!J ti� r� DI CiQ 1 „�2or HORR NAD 1ti8S 1991
oEs�N Lo LARSEN
i 11 Deli.:. ti, } f 32 5 DRAWN.
I
E. MARSHALL
I ONE INCH
_ `III ]]��� :; s S ~ 1 FIRST ROUND REVISIONS PER CITY COMMENTS AJL 1/10/17 JF CHECKED. AT FULL scale DATUM
G' ' G j �. I NAL J, FENG IF Nor ONE INCH
Planning Can afllirir�'- 6Isl�g NO. REVISION BY DATE APPR AID �ACCODINK;r_Y
J. FENG
0
4
4 TOP
7 OR S EOIIAL SPACES
I
-W
,� 6�
T
SECTION
ISMETRIC
`i
PUBLIC WORKS
+ DEPARTMENT
TYPE 45 CATCH BASINS
(PACIFIC INTERNATIONAL PIPE
& ENGINEERING. INC.)
GRATES SET INTO
BELL RECESS
YARD DRAIN
NOT TO SCALE
SLOT - SEE DI TAJL
AND NOTE 1
A
SECTION O
BOLT -DOWN SLOT DETAIL
SEE NOT-- 1
NOTES
t ProAda two slots in the grata tihal are vertically aligned
With 11]B hgleO ark the frame. Location of hgll4own slots
warier, #3mgng different manUfat;WFeM.
2. Refer'o St,9nCtarij Specification 9.05,15(2) for additional
requirements,
7 Unless 4'hc rim so sVincliled, vDnod grates shall be usod with standard frarr-o
In the traval way, gutter or shouIdar. vanad gralos sirl not be located
Mthi n crossroads. Usa waned grates alorx} rdled curbs_
RECTANGULAR STD. PLAN - 2014.20
VANED GRATE
'4ikf2{'.H t?flt?
INSIDE DIAMETER
12" T & G
18"
DEPTH
36"
36"
WALL THICKNESS
2"
2-1/2"
BELL O.D.
16"
27"
BELL I.D.
14"
22"
BELL DEPTH
1-3/8"
3-1 /2"
GRATE DIAMETER
13-7/8"
21-7/8"
GRATE THICKNESS
1-7/16"
3-1/2"
APPROX. WEIGHT
300#
400#
A KNOCKOUT IS PROVIDED TO ASSIST
CONTRACTOR IN FORMING AN OUTLET
OPENING. BASE SLABS AVAILABLE.
CITY OF
1;%R) RENTON
Planning/Building/Public Works Dept.
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R-397413 1¢
IN COMPLIANCE WITH CITY OF RENTON STANDARDS n J
SURFACE WATER UTILITY DEVELOPMENT ENGINEERING O
rstraka 07/23/2018 tj
rnair 07/30/2018 '
DATE, 0
CEDAR RIDGE SHORT PLAT s�
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