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CATCH BASIN DIMENSIONS
madoe werne.
�Cousr.Hebroce
6lSE
TNICKI\E55
AU%IMUA1
KNaKgM
IN E
PINIMVM
BISTPNCE
K fe
WTS
SEPARATE WE
PC
PVAITS
Twos,
REC6S!
an
in
CATCH BASIN DIMENSIONS
fATCX
Bow
DAVtIER
WALL
TWGtNE55
6lSE
TNICKI\E55
AU%IMUA1
KNaKgM
IN E
PINIMVM
BISTPNCE
K fe
WTS
BESE REINFOPCING STEEL
into IN EACH DIRECTION
SEPARATE BASE INTEGRAL BASE
PC
PVAITS
Twos,
s
an
in
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all
5T
4S
B'
aY
C
019
019
ew
5'
C
A
R
4z
835
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B'
fP
1Y
0.15
03<
BI-
B'
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BS-
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86'
fr
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83e
NOTES
1. NosWe am uiredwllenhaghtm4'wbss.
x The bott om of I precast Batch Busen may be sloped to fatilitate Geanir0.
3. Th e n:ct Wubrflameandgmtemwtl lrrsInMdw McDwgedown.
The forme may on cast into Ne adj,ssenent seam.
a. IGlmkart shall have a wall Nickness of T minimum 10 2.5' mevmum. Prorde
a IS- m niMm gap Delween Me Mockout wall and dIe euBide of InB pipe. After
Me pipe is mUlletl• fill Me gap with joint raderar in accwdanm am SleMad
SpecificationSui
5 A grade rings.nsm, and casdlgs shall an set in mwlar in as nre with l`J Caaga"a Bdyaorylenesvmsmenpetsm scec YOSZOI
Standard Specificapon SMOLT "Z`(Sm. Spec ¢os1St11
A rsm. spx.ao"evis
CATCH BASIN TYPE 2 SM. PLAN - 201.00
MARCH 2008
PIPE ALLOWANCES
CATCH
PIPE,MIERI wood maxer M INSIDE DIAMETER
DV ETER
o as.
12"
30"to 96"
T
(:i
PVAITS
Twos,
48"
2r
18" to 36"
12'
43" to 142'
av
SB
se,
Z
1.57
U�WAIIO
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sr
xr
g MANHOLE
A
R
4z
A
1.57
j . ADAPTOR
ate
Sa
N'
1.57...
'8" PVC
6x12 OR 12x8
JB'
9r
co-
10" PVC
72 OR 13x7
4' -0" •
ar
PUBLIC WORKS
DEPARTMENT
NO ":
CB TYPE 2
NTS
G 3 p -
re
4i \
aaPrater /
r
1Ri
.frees
maDSW Para Cella
M•
x.N >tr!
w4ea MH..w
1. Uy rrfjMmrq Fb4aure0YrMbIWOM1irq logial
z N mabda6bletlunbvn wgsNaMtl rMaMes CSYbd(Trrsbvd 1 wCelYrl.
S. May MbaaMOb WTspb/nType Bro v gat
4. L1r) Wbtlbb Wb00T apatlel Typo NrrMW (RCPmy).
ruNeC ess"No" n
.spars
PUBLIC WORKS DETENTION TANK
DEPARTMENT ACCESS DETAIL
surne P litia
pares avMOSt
SM. PLAN - 286.10
MARCH 2008
mrPa storing ` •^ ^ems ^ma^i
A. Metal and Concrete Pipe
1uni
lull.
ter om Stuff,
B Pipe Arch Installation
Rga rule, NOTES.
1. Pipe compection it n the plan any for pipe
Cio b k ett ",hp,pro,bromi
I be IrM e w 4 a tts tMat m1 e Itrts a of the pip mpNOn
ise shau
2 Al teelarid
aluminum ooand pipe arches shall be
installed In accordance wim Sealgn A.
3. Concrete pipe with elllperal winerearPme stall Ina
installed In Accordance wub design A.
4. concrete Rice, plain orwim tirtMar makso menl. shell
NE mi win dearge A
s O. D. IA equ ti m o t s a' m t I plreor mA
outside span of pipe arch Thedinnommonsathowners
O.O. ..in 3 ma Jmom Mall be 0.0. n00. euM,
3; at which point 3 sFSII be used
1 -0'lor tllamelers l2' 1M1rough 42 and spans throdi
50'. 2'o'for it meters greater Nan 42' and spans
".a., than 5P.
Beaamg f r Flex gp miss
Flexible Pipe NOTES
1. PHON8 uniform support under berms.
2. Rana tamp under naurchux
3. cempactbaad' g material 95% mas density directly
vet pipe h afa p only .
4 Sea•Excavf Bud Conference of Trench'a numiny
smoure section of th tand rd WSIT(OT /APWA
spedficatloor for trench Werth W and hatches
options The pipe zone will Ae acWaltrel Ar h
The minimum conerala width shall be 1 I 1 D. 16'
5 Trench baaf ll shall perform W'B Irfilrrre Sawas
Trenches "n the sanitary assure Section of he
WSDOT /APWA standard spainficaltars, except W1
rocks or lump lamer than 1 Pert [ of pipe di t er
Art H. be seal 1. WGAl m t d 1.
6. See'9eddrs Material i Flardbe Pipe in aggregates
sector ofIn WSDOT/APWA standard speGnweora
far me mmerial spec eM.
®Backfll material placed in 05 laase layers and
compacted to 95% mazmam demly.
Sta a S Or C mmpedon (WSDOT /APWA)
Standard spetlRaaons)
Pipe
Slze
Min. list.
between
barrels
circular pipe
oonC., LOPE, CMP
(diameter)
12x to 24"
12"
30"to 96"
diem. /2
102"to 180"
48"
pipe -arch
metal only
(span)
18" to 36"
12'
43" to 142'
span / 3
148" to 199'
48"
PUBLIC WORKS PIPE COMPACTION SM' PLAN - 220.00
DEPARTMENT DESIGN AND BACKFILL -
MARCH 2008
PIPE COMPACTION
NTS
R E_ lv-
AHEAD OE THE CURVE
"A WVU
Her HeamH..
- RaLmeGCNE�-a Rude EWNLy SPACFD,A'
Mrr ,.AeD.
premparroul
pub"'..
PLAN VIEW
xB wA.
l Bmml f l
ar
�
naml
a.. xm
e
R1en
Prombel
COVER SECTION VIEW
BE tx oM
Ion I
suparl
@rf 1 VMT
Sew, NEUPRE, AaIttT
1 7 Heart
Nat' nar pw aovax J.
itbml � pwmN
Carr ow
IsNnvN
>„A•DA
I�mml
FLUME SECTION VIEW
COVER BOTTOM VIEW
(I)- -MALLaN "Con)
eW -1, If I., BE
RLMER WASIEA
EON BOLTING DETAIL
e "Or
mrm, 1 mn�
Ofeal
,N
IxanM
BARNET GROOVE DETAIL
NOTES
Lll CWER6SIt .Sp0Ct1Ne LIb PEREASi J.S.WCPtOWCM.TImI
ORMPa DEe
PUBLIC WORKS STORM ROUND FRAME AND COVER SD• PLAN - $04.50
DEPARTMENT
MARCH 2008
r=-N,,DETENTION TANK ACCESS DETAIL 6 STORM FRAME AND COVER
p u NTBT NTS
CAST IRON
GRATE FINISHED
INLET
OPENING
MAX BYPASS
PIPE SIZE`
MAX BYPASS
FLOW (CEs
�- OVERALL LENGTH
40
79 GRADE
B" PVC
FILTERRA LENGTH
8" PVC
4.6 OR 6.4
r - --
__-- _- - -____ - -- - - --
��
8" PVC
4.8 OR 0.4
4' -0" •
Z
1.57
i
°0" ppp� C
11 •
8" PVC
g MANHOLE
A
I
O I
A
1.57
j . ADAPTOR
6x10 OR 10x6
4' -0" •
8" PVC
1.57...
'8" PVC
12 "0 CONCRETE ' . 1 6" OR 8" PIPE
PIPE (SEE PLAN)
Z
NON- SHRINK
o GROUT (TYP)
Zmj_L1. 1I
� W
U
Z
O
a3
CONCRETE YARD DRAIN
NTS
IT- --`----
CURB I I
p F -INLET OPENING
PLAN VIEW
TREE GRATE
TERRAFLUME AND FRAME BYPASS CLEANOUT
MULCH LAYER WEIR TRAY PIPE COVER
JUNCTION
CHAMBER
O
AN
o�
OUTLET PIPE M O iD
(LOCATION VARIES)
yea a
SECTION A -A. PERFORATED
FILTERRA ENGINEERED
MEDIA UNDERDRAIN
DESIGNATION
LENGTH z WIDTH
INLET
OPENING
MAX BYPASS
PIPE SIZE`
MAX BYPASS
FLOW (CEs
MAX OUTLET
PIPE SIZE
40
4' -0"
B" PVC
0.88
8" PVC
4.6 OR 6.4
4' -0" •
8 PVC
1.37
8" PVC
4.8 OR 0.4
4' -0" •
8'' PVC
1.57
8, PVC
64
11 •
8" PVC
1.57
8" PVC
6118 OR 8.8
4' -0" •
e' PVC
1.57
8" PVC
6x10 OR 10x6
4' -0" •
8" PVC
1.57...
'8" PVC
6x12 OR 12x8
4' -0" •
10" PVC
2.45
10" PVC
72 OR 13x7
4' -0" •
10' PVC
2.45
10" PVC
• CONTACT FILTERRA FOR LARGER INLET OPENINGS OR DIFFERENT AVAILABLE CONFIGURATIONS
UNIT TO BE SET PLUMB AND LEVEL AN ERI�CASir (I s PATENTED BY
DATE: 05- 28 -13> OWG FTIB -C 6)
G�1C G3flCs'
FILTERRA rr;E�� � fllta „RLEr
ab o:BB byA wP JUNCTION CHAMBER MODEL US PAT III
PROVIDE 2" PVC CONDUIT SLEEVE CAST
INTO FILTERRA BOX FOR IRRIGATION. SEE
IRRIGATION PLANS FOR LOCATION.
NI FILTERRA WITH INTERNAL BYPASS (NO JUCTION CHAME
NTS
R- 312416
IN COMPLIANCE WITH CITY OF RENTON
STA DARDS
BY: DATE: 5_ 1v
BY:_ DATE: s s
BY: DATE:
BY: DATE:
Abossein
Engineering,
L. L. C.
MECHANICAL - ELECTRICAL
CIVIL - LEED
FIRE PROTECTION
2100 112TH AVE. NE
BELLEVUE, WA 98004
PH: (425) 462 -9441
FAX: (425) 462 -9451
E -Mail: cser ice@obosseiacom
www.abossein.com
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10619 SE CARR ROAD
RENTON, WA 98055
WENDYS STORE NO. 10542
NEW RESTAURANT
E2000- 2013 -UM -T1
ULTRA MODERN
412" 14
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JOB No. I SHEET No.
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WENDY'S
10619 SE CARR ROAD
RENTON, WA 98055
WENDYS STORE NO. 10542
NEW RESTAURANT
E2000- 2013 -UM -T1
ULTRA MODERN
412" 14
�CV�VA
DF VASy
a
SSIONAL ECG
E2000- 2013 -UM T1
9 -12 -2013
JOB No. I SHEET No.
213087 C8.1
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