HomeMy WebLinkAboutR-371822,..
00
n
0
0
N
Z Z
H 0
W
7
O
a 0
U
Y
�0�/
/LL
W
0
I
W
to
a
Posse
nu
HY
l Vp n BM I OGP9 Fpi 12 HEIGHT
RECTANOULAR ADJUSTMENT SECTION
n BUV EAmcwxx@
IPUW
Posse 110•F
PRECAST BASE SECTION
PIPE ALLOWANCES
q• 481nch Diemeler Varies
MAXIMVM
PIPE MATERIAL
INSIDE
IFnri.
OIAMBTER
REINFORCED OR
ix.
RAIN CONCRETE
DRY WELL
SECTION
ALLMETALPIPE
He
CPfi6Pi
am
PEG. POS.m)
1,1.
SOLIC
sTD.SPELLVJC
Y
(6TD.6PEC.4a5.ix(1))
1S
PROFILE W0.LPVC
0.10
(siD.6RED. OVD6,t (xfl
15
* C NTLENE
6TORMSENERPIPE
NOTES
1. A. ..,table alt.rHOOea to Member shown In the PRECAST BASE
SECTION, Obem(placed 0INAngtothe Starlmd Spedfloatlonak Cr
MINE mesh heWoft a minlmum area of 0.12 square Inches per foot shall
be used with the minimum requlmd rebar shown In the ALTERNATIVE
PRECAST BASE BECTON. Wire mesh shall not be placed In the
knockouts.
2. The knockout diameter shall =star greater Nan 20'. Knockouts shall
have a well thickness of 2' minlmum to 2.5' maximum. Provide a 1.5"
minimum gap between vie knockout wall and the outside of the pipe.
After the pipe Is hnstalied, M the gap with joint motler In amoNance
with Standard Spedflcallon 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe Invert
shaft be T.
4. The frame and gate must be Installed with the flange down.
5. The Precest Base Section may have a rounded floor, and the walls may
M sloped at a to of 1:24 or steeper.
6. The opening shell be measured at the top of the precast base section.
T. All pickup hobs shall be grouted NII alter the basin has been placed.
a. All grade rings and castogs shall be set In mortar In HD CRIance with
Standard Specification 9 -04.3.
SEE NONE
ALTERNATIVE PRECAST BASE SECTION
STD.
PUBLIC WORKS CATCH BASIN TYPE 1 PLAN - 200.00
DEPARTMENT
MARCH 2008
C.32 FULL INFILTRATION
FIGURE C.2.2.0 TYPICAL DRYWELL INFILTRATION SYSTEM
�ROOi Downspout
House U
If]
DRY WELL
PLAN VIEW
NITS
Itr Roof Downspout
Mark Cantor dHole
House t)rerAaw withM Capped PVC
Ol Other means
, _.._,__..,,_.,. n,,,.,al_ F Fm6n wun Surface
F.*
Flee Mae
20K9Slufaa W9HDai®r M=ind -Appm ixC
CJ]
Call 2 Work -ng Days Before You Dig
Uti3tiee Underground Center
(ID,MT,ND,ORWA)
INna09
NW 1/4, SE 114, SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M.
FIELDBROOK COMMONS
CF6T- IWPUCE PRECAST WITH NNER
T= r Rr cnaesoelu
SEPARATE BASE
PRECI
rafimmMLZW.DBI
CATCH BASIN DIMENSIONS
q• 481nch Diemeler Varies
Sides of Hole
Uned with
Filter Fab I.
Hole Filled with
t 1112- T washed 3
4 D_in Rock
Mp 1.
aHasaDCOUT
IFnri.
,rR a �aR,•
9 @NUTEBA6E
IMECRd_.
Min. 1' above Seasonal
DRY WELL
SECTION
High Groundwater Table
NITS
C
20K9Slufaa W9HDai®r M=ind -Appm ixC
CJ]
Call 2 Work -ng Days Before You Dig
Uti3tiee Underground Center
(ID,MT,ND,ORWA)
INna09
NW 1/4, SE 114, SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M.
FIELDBROOK COMMONS
CF6T- IWPUCE PRECAST WITH NNER
T= r Rr cnaesoelu
SEPARATE BASE
PRECI
rafimmMLZW.DBI
CATCH BASIN DIMENSIONS
CATCH
DIAMETER
w,
THICKNESS
BKE
IMCNNF36
Mp 1.
aHasaDCOUT
MINIMUM
BERYEEN
IMOLxWT$
BASEREWFONCWOSTEEL
1^a'iL IN EACH W11EClICW
9 @NUTEBA6E
IMECRd_.
'B•
f
Y
x
C
am
due
54'
IS
Y
IY
C
0.10
0.10
m'
S'
r
4C
B-
o]B
0x5
R'
6•
C
EP
12
035
03d
Ba-
C
12
]Y
1Y
QJ9
030
or
9•
12
2-]9
D.m
NOTES
L No steps are required when height is 4•or less.
2. The bottom of the precest catch basin may be sloped to faditate tleaning.
3. The rectangular frame and grate must be installed with the flange down.
The frame may be cast Into Ole adjustment section.
4. Knockouts snail have Ewell thickness DIY minimum to 2.5'madmum. Provide
a 1.5" minimum gap between the knockout well and the wlsida of the pipe. After
the pipe Is installed 011 the gap Wlih joint mortarin amordanne with Blended
SpeDIOOaWn 9 -04.3.
5. All grade Into, risers, and Coatings shell beset in mortar in amoldance with
PIPE ALLOWANCES
CATCH
PIPE LN]EHIALlN1N
MA%INVM W6NEDNMEIEIT
BASIN
OWkTER
O.CRETE
AU
METAL
CaPoO
50.10
PVC®
PROFILE
PVC0
dC
x
E,
z2-•
2r
an,
M•
an
36'
JO'
W
34
EF
J6'
42
So
JP
SY
72
dY
G'
dY
JC
98'
BI'
U•
an
N'
38'
PT
Or
]Y
em
Standard Speclflwtlon 0 -04.3. DnnyeW PdwualR.s1«m s..•.reP. (sB spec Pascal
e Isla s°r` Poa1z1S1
pec.Pas133)1
UO PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00
DEPARTMENT
MARCH 2008
d
S
I
me Do,
r, one op «quE no.ma.wm
dean eNUryelmmpp yno.ev
nolvM1V! min B' PortmW Fee Wf BWMtl
pare Wek
Zrc
F.0
o.c,
npelce RNda-(aaaNt
A A
WIDE
I
50' L ❑ ❑ weetlm..r
OvuxO.BCFBprwsso
dn.n«n wa.ne„Ppe
BouboYU
01 ANF-
PUN
IR9
Paivarha Bak /pke o.o.
��
«a.wra C \ rmea.
min a'wrtmkd
gpet.laml
t
t- i.sxfn.l
I'- 3'walwlmd,
x ' eupgn
b� \ x
mm,Nw
SECTION AA
ITS
•taw ma.lorr�owwmrw.areraaBy
Banm.nw won «.ea.
NOTES:
1. THK trench Shell be wmlrvGed Bo as to prwent ON detlaga erWw mwHx,.
2. Trenches maybe placed, ckser then 50 feat m.. em'her.(1O3(WWord 11aw9rel
3. TrenchaN,HNI,o.d.RAbelwel. A 1,Hlosaw¢Nmmdds.
4. 6upPOn pxt apedrg ea required by all mlltlonE toeremegnd6 CwrE remBlmkval.
o� D
R ®� PUBLIC WORKS 50 FOOT DISPERSION TRENCH STD. PLAN - 224.00
DEPARTMENT WITH NOTCHED BOARD MARCH 2006
D.R. STRONG z I PINR`KLIFINJN'
D O CONSUL7/NG ENGINEERS 3 CITY COMMENTS
ENGINEERS PLANNERS SURVEYORS 4 did COMMENTS
6207TH AVENUE KIRKLAND, WA 98033
0425.827.3063 F425,827.2423
FunKorstrong.com Nil. REVISION
{3�
tl
NOTES
1. 1
BASE SECTION
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE.
THE USE OF SHIMS IS PROHIBITED.
3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT
RINGS AND BRICKS PRIOR TO PLACEMENT.
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS
ARE STAGGERED TO CREATE A RUNNING BOND OR Yx
BOND.
SEE N07 E 4
PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00
DEPARTMENT
MARCH 2008
o wxc
QHH 03.21.14 MAJ
YLP 04.03.14 MAJ orate: YLF
HECN@
MAJ
BY DATE APPR - FROvl.
i
L
I
HC
FEE or
I zYwN.
DETAIL SECTION O
__ GTCq.
-x MAaESIceI
Gil]IeA4NTTE1
\ I V cdP(MEE 6R£)
�4/ '�urg19ALNTYPE IL
itch .. HomI
wEW
BECTON O
,NAME DETAIL
NOTES
1. Theasymmetryofiha CombinoWnlNetshallbemnslderadwhen
OW.WBg the offset distance far the Balch basin. Bea SECTION A.
2. ThedlmenNOnsoflheFremeandHoOdmayVary sAghOyamongdg-
ferent manufacturers. The Frame may have Cast features Intended
F.R. ON Be ANO aunaa to support a grata guard. Hood units shall mount outside of the
TOP Fram: ThenretladsforfwteNWIlM fey Barl fie Guard ROd
T to the Flond may very. The Hind may lrrlude Castlng lugs. Thetop
of the Hood may be cast with a pelt..
3. Antadl the Hand to the Same with two 314' x T hes, head DOW. ends,
erldavemlaewashers Thewaathrsshallhevedlemetere adequate
91FEOTVI6APIOE6nRGGnO t. HE.re IBM bearklg Xf.. fhe slots.
xV W VcvEo waif 4. Wean losEdown gates am specified In the centred. prevde RFNa Wes In the lrema Net are vertl ®Gy Mgned Well gn grew Sbls.
Tap each We to accept a 5l8- x -11 NC x T elan heed Cap slew. Locallan of bObdown hdes yard's among dRerent menufadurds.
Sea BOLT -DOWN DETAIL
5. Only dudle Iron Venal Grates shall be used.
6. RIN plan is Intended to show tlN Instafiallon details ofamaDufaC-
Whadl product. II la rot Ina Intent of Ws plan to ahoy the spedflc
wo.ETE'o',, Ishii. necessary, to fabdBate the Basags shown on Ws drawing.
2Y
D PUBLIC WORKS OPEN CURB FACE STD. PLAN - 203.00
N ' DEPARTMENT FRAME AND ORATE
INSTALLATION DETAIL MARCH 2008
Lunrx; xAVO lase CITY 01
AS NDTC/A NOPo Gomm W➢ 19'See CA
ILV RENTON
iDxE INGN I ��M
ATAT ip Planning /Building /Public Works Dept.
IF NOT ONE INCH
swE XCORDwSLY
R- 311822
r
RECOMMO
{y
J
FOR APPOVAL
ElYaLftl
Date: !Y
O
BY:
Date:
r
y
N C1
Nail
BY:
Date:
m o
mO
BY:
Date:
11
j
FIELDBROOK COMMONS
STORM DRAINAGE DETAILS
17040 108TH AVENUE SE
RENTON, WA
c� JA -IN
04.03.14
RRDB]JIC
PADi
'T1
{y
J
L
O
do0
P GO
r
y
N C1
Nail
O
m o
mO
CIE,
CO
CO
00