HomeMy WebLinkAboutR-369019L
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RECTANGULAR ADJUSTMENT SECTION
.....E
VIER
losAAFAW WAV,
PRECAST BASE SECTION
PIPE ALLOWANCES
CATCH
ASE ER
M
PIP¢MATERIAL
N.B. Nm
MHMUM
BETweEft
RNOGROUTS
DILM¢a TR
REFIFORCEDOR
Ik.
PLAINCCNCRETE
.'
ALL METAL PIPE
15'
CPSI
E
(STD. SPED. arud)
N'
SOLID WALL PVC
IS
(STf1.5PEP G 05.13(11)
B'
PROFILE WALLPV C
IS•
(S TD.SPEAAEFtGit(21)
a
F ETMYLEXE
STORM SEWER PIPE
NOTES
1. As acceptable alternatives to the mbarshOwn In the PRECAST BASE
SECTION, fibers (placed accenting to the Standard Spedricafions), qr
Ice mesh having a minlmum m e of 0.12 square Inches per fool sM1all
be used wiM the minlmum requlretl Mahar shown In the ALTERNATIVE
PRECAST BASE SECTION. Wlm mesh shell not be Dlaced In the
knockouts.
2. The knockout dlamatershall not be mcalerlhan 20'. Knockouts shall
ve
ha a wall thick a.. of 2' minimum 102.5 "maxlmum. Provide a 1.5"
minlmum grip b.=.D Me knockout wall and the outside of the pipe.
After the pipe Is Imitelled, fill the gap with joint molter In aceordance
with Standard Spedi cafim 9-04.3.
3. The maximum depth (ram the finished grade to the lowest pipe Invert
shall be 5'.
4. The frame and grate must be Insisted Win the flange down.
5. The Precast Base Sedlon may have a rounded III and the walls may
be sloped al a rate 01:24 or steeper.
6. The opening shell be measured at the tap of the precast base Secdon.
T. AB pickup Motes shall be granted full after the basin has been placed.
S. All .do tlngs antl osai fie well be Set In mater In ..Tom. with
Standard Spe011lodlon 91
SEENOTEI
ALTERNATIVE PRECAST BABE SECTION
PUBLIC WORKS CATCH BASIN TYPE •1 STD. PLAN - 200.00
4 4 DEPARTMENT
MARCH 2008
vI L 15' (Tor) SEE NOTE 1
DIAMETER SMOOTH 4 HOOK CLAMPS EVENLY
BARS EQUALLY SPACED PLACED SEE DETAIL BELOW
(4" O.C. MAX.)
AL J A
NE 114 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M..
SADDLEBR00K DI V. ll
INTEGRALIMU E
PREGSTWITHRISER
RHM
SEPARATEBASE rrzzwE eaowu5
PRECAST
NOTES
1. No steps are required when height Is 4' or less.
2. The bottom of the precast catch basin may be sloped to fad
B. The rectangular frame and gate must be Installed with the I
The frame may be cast Into the adjustment section.
A. Knockouts shall have a wall thickness of 2' minimum to 2.5'
a 1.5" minimum gap between the knockout wall and the oral
the pipe Is Installed, fill the gap with joint modar In Recordab
Spedficalong04.3.
5. All grede rings, Firs, and castings shall be set In lrErtarin
Standard Specification 9 -04.3. SW^zsle^"a^`^'PIP.(aMSy.c9oa3d
(Son. SPeueas.tMp
CATCH BASIN TYPE 2 SID. PLAN - 201.00
MARCH 2008
CATCH BASIN DIMENSIONS
CATCH
ASE ER
WALL
TMLNNree
CATCH BASIN FRAME ANO VANED GRATE (DETAIL 301.00)
MAXIMUN
51gdR
MHMUM
BETweEft
RNOGROUTS
BASERENFORCWG.m.
Halll'IM FAUI dREC1MN
[
<m
.'
xnxoxaD
b•
T
E
RECTANGIRMAOIUSTLIEMSEC
N'
4S
C
ORCIRC.AWUSTUMTSECTIW
B'
WIDE
Go
Am
a
F
4C
GROUT.TY %CAL(BEEAUTE61
7.1EBUSE
W.S. ELEV.= 496.17 'I'
COVER) SEE KCRS DWG. 53
FLATSVRTOP
TOP OF EMERGENCY o
rep
IS
OVERFLOW= 495.97
TYPE 2 CB
LESS 1/4"
1r
Yl
1r
99•
6•
a
M'
INTEGRALIMU E
PREGSTWITHRISER
RHM
SEPARATEBASE rrzzwE eaowu5
PRECAST
NOTES
1. No steps are required when height Is 4' or less.
2. The bottom of the precast catch basin may be sloped to fad
B. The rectangular frame and gate must be Installed with the I
The frame may be cast Into the adjustment section.
A. Knockouts shall have a wall thickness of 2' minimum to 2.5'
a 1.5" minimum gap between the knockout wall and the oral
the pipe Is Installed, fill the gap with joint modar In Recordab
Spedficalong04.3.
5. All grede rings, Firs, and castings shall be set In lrErtarin
Standard Specification 9 -04.3. SW^zsle^"a^`^'PIP.(aMSy.c9oa3d
(Son. SPeueas.tMp
CATCH BASIN TYPE 2 SID. PLAN - 201.00
MARCH 2008
CATCH BASIN DIMENSIONS
CATCH
ASE ER
WALL
TMLNNree
n4CN1E¢s
MAXIMUN
51gdR
MHMUM
BETweEft
RNOGROUTS
BASERENFORCWG.m.
Halll'IM FAUI dREC1MN
BARS SHALL BE WELDED TO
<m
.'
m
b•
T
(24 BANDS EVENLY SPACED SEE NOTE 1)
UPPER STEEL
N'
4S
C
9r
B'
WIDE
Am
a
F
4C
S'
7.1EBUSE
W.S. ELEV.= 496.17 'I'
COVER) SEE KCRS DWG. 53
TOP OF EMERGENCY o
rep
IS
OVERFLOW= 495.97
TYPE 2 CB
LESS 1/4"
1r
Yl
1r
99•
6•
a
M'
Ir
date cleaning.
surge down.
maximum. ProVAe
Ids of the UPS, After
:e with Standard
CONTROL STRUCTURE
PIPE ALLOWANCE8
GTCH
PIPEMATFAMLIMN
MA%MUMLVBICE eMLEIER
DIAMEEITRR
mCR.T
METAL
CPSSP
)
SOUND
WALL
W PW
RI
h'C lj
4C
21
3P
2(
2T
BV
at•
N
3s'
Bo'
21
Bfi'
ov
W
Ir
BF
By
4r
Tr
tr
ar
tr
3e
ta,
M.
H.
re.
M•
Br
te•
W
BF
Tr
OF
Bs-
'm
�I P R O V I D E EA C ACCESS
BY WELDING 4 CROSSBARS TO 4
VER77CAL BARS AS SHOWN.
HINGE UPPER ENDS WITH FLANGES/
BOLTS AND PROVIDE LOCKING
MECHANISM (PADLOCK) ON
LOWER END.
PLAN VIEW LOCATE STEPS DIRECTLY BELOW.
SM007H GALVANIZED
VERTICAL BARS STEPS OR
C.B. RISER LADDER
HOOK CLAMP SEC77ON A -A
ANCHORED
TO C.B.
DETAIL HOOK CLAMP
NOTES
1. DIMENSIONS ARE FOR ILLUS7RA77ON DN 54" DIAMETER CB. FOR DIFFERENT DIAMETER CBS ADJUST TO MAINTAIN 45'
ANGLE ON "VERTICAL" BARS AND 7" D.C. MAXIMUM SPACING OF BARS AROUND LOWER STEEL BAND.
2. METAL PARTS MUST BE CORROSION RESISTANT STEEL BARS MUST BE GALVANIZED.
3 THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS - CULVERTS V177H HIGH
P07EN77AL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 S7REAMS)
4. THIS DEBRIS BARRIER IS FOR USE OU757DE OF ROAD RIGHT -OF -WAY ONLY. FOR DEBRIS CAGES W MIN ROAD
RIGHT-OF-WAY. SEE DRAWING 2 -028 KCRS
BIRDCAGE EMERGENCY OVERFLOW
ILN^`l'Vr�vMM.a.i
Call 2 WorkkV Days Before You Dig
U11111ee Underground Location Center
(IDAUND,OR,WA)
NIS
PUBLIC WORKS
DEPARTMENT
FRAME & ROUND SOLID COVER
MARKED 'DRAIN" W/ LOCKING BOLTS.
FRAME AND VANED GRATE
SEENOTE4
CLEANSURFACE ANDSOTTLMAAEA
PRG%DE UNIFIXiM LOMAM.
TIM GUNFACE AREACTMEDABESECIMMUST
ea GROUTED TOTHE BO drys EFTHE ADJUSTMENTSECTION
BASE SECTION
NOTES
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT
BE GROUTED TO FINAL GRATE UNTIL THE FINAL
ELEVATION OFTHE PAVEMEI.4, OMER, DITCH, OR
SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN
ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS
GIVEN BY ME ENGINEER TO GROUT OR GRATING IN
PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION
7,053.
2. SHIMS SHALL NOT BE USEOTO SEi FPFME 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 Yz
BOND.
uO PUBLIC WORKS CATCH BASIN INSTALLATION' PLAN - 202.00
4 � 4 DEPARTMENT
MARCH 2008
9" "IN.
- iDES/GN WS = 495.50
PIPE SUPPORTS
SEE NOTE 6
1.5 x
c = 9Y4. 11
ORIFICE 0 =254"
¢ = aaoau
ORIFICE 0=214"
18 70 OUTLET PIPE
1E= 488.35
18 "0 RISER
PLAN WEW
SCALE 1" = 2'-0"
18 "0 INLET PIPE
FROM POND
IE= 488.35
18" INLET PIPE
DIA. SMOOTH ROUND BARS
LOWER STEEL BAND X 4" WIDE
WELDED EQUALLY SPACED.
FORMED TO FIT IN GROVE
BARS SHALL BE WELDED TO
OF C.B. RISER
24" SEE
UPPER & LOWER BANDS
NOTE 1
(24 BANDS EVENLY SPACED SEE NOTE 1)
UPPER STEEL
PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT
BAND J" X 4"
1' SECTION OF PIPE ATTACHED BY 1.
WIDE
GASKETED BAND TO ALLOW REMOVAL 4. FRAME AND LADDER OR STEPS OFFSET SO.'
CLEANOUT DRAIN (ROD BENT AS
EMERGENCY OVERFLOW o
RED D FOR VERTICAL ALIGNMENT W/
2' MIN
W.S. ELEV.= 496.17 'I'
COVER) SEE KCRS DWG. 53
TOP OF EMERGENCY o
OVERFLOW= 495.97
TYPE 2 CB
LESS 1/4"
STANDARD
SM007H GALVANIZED
VERTICAL BARS STEPS OR
C.B. RISER LADDER
HOOK CLAMP SEC77ON A -A
ANCHORED
TO C.B.
DETAIL HOOK CLAMP
NOTES
1. DIMENSIONS ARE FOR ILLUS7RA77ON DN 54" DIAMETER CB. FOR DIFFERENT DIAMETER CBS ADJUST TO MAINTAIN 45'
ANGLE ON "VERTICAL" BARS AND 7" D.C. MAXIMUM SPACING OF BARS AROUND LOWER STEEL BAND.
2. METAL PARTS MUST BE CORROSION RESISTANT STEEL BARS MUST BE GALVANIZED.
3 THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS - CULVERTS V177H HIGH
P07EN77AL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 S7REAMS)
4. THIS DEBRIS BARRIER IS FOR USE OU757DE OF ROAD RIGHT -OF -WAY ONLY. FOR DEBRIS CAGES W MIN ROAD
RIGHT-OF-WAY. SEE DRAWING 2 -028 KCRS
BIRDCAGE EMERGENCY OVERFLOW
ILN^`l'Vr�vMM.a.i
Call 2 WorkkV Days Before You Dig
U11111ee Underground Location Center
(IDAUND,OR,WA)
NIS
PUBLIC WORKS
DEPARTMENT
FRAME & ROUND SOLID COVER
MARKED 'DRAIN" W/ LOCKING BOLTS.
FRAME AND VANED GRATE
SEENOTE4
CLEANSURFACE ANDSOTTLMAAEA
PRG%DE UNIFIXiM LOMAM.
TIM GUNFACE AREACTMEDABESECIMMUST
ea GROUTED TOTHE BO drys EFTHE ADJUSTMENTSECTION
BASE SECTION
NOTES
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT
BE GROUTED TO FINAL GRATE UNTIL THE FINAL
ELEVATION OFTHE PAVEMEI.4, OMER, DITCH, OR
SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN
ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS
GIVEN BY ME ENGINEER TO GROUT OR GRATING IN
PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION
7,053.
2. SHIMS SHALL NOT BE USEOTO SEi FPFME 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 Yz
BOND.
uO PUBLIC WORKS CATCH BASIN INSTALLATION' PLAN - 202.00
4 � 4 DEPARTMENT
MARCH 2008
9" "IN.
- iDES/GN WS = 495.50
PIPE SUPPORTS
SEE NOTE 6
1.5 x
c = 9Y4. 11
ORIFICE 0 =254"
¢ = aaoau
ORIFICE 0=214"
18 70 OUTLET PIPE
1E= 488.35
18 "0 RISER
PLAN WEW
SCALE 1" = 2'-0"
18 "0 INLET PIPE
FROM POND
IE= 488.35
18" INLET PIPE
18" OUTLET PIPE NOTES•
INVERT = 488.35
INVERT = 488.35
PER PLANS
PER PLANS 1. USE A MIN /MUM OF A 54" DIAMETER TYPE TWO CATCH BASIN.
2 OUTLET CAPACITY. 100 -M DEVELOPED PEAK FLOW
2' MIN
18 "0 CRAP RISER J METAL PARTS. CORROSION RESISTANT. NON - GALVANIZED PARTS
PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT
1' SECTION OF PIPE ATTACHED BY 1.
SHEAR GA 7E W/ CONTROL ROD FOR
GASKETED BAND TO ALLOW REMOVAL 4. FRAME AND LADDER OR STEPS OFFSET SO.'
CLEANOUT DRAIN (ROD BENT AS
A. CLEANOUT GATE IS VISIBLE FROM TOP.
RED D FOR VERTICAL ALIGNMENT W/
2' MIN
RESIR/CTOR PLATE W/ 1.11 "0 B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.
COVER) SEE KCRS DWG. 53
ORIFICE SMOOTH EDGE 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.
484.35 OUTLET PIPE TO HAVE SA4007H O.D. EQUAL TO CONCRETE PIPE I.D.
LESS 1/4"
6. PROVIDE AT LEAST ONE 3X.090 GAUGE SUPPORT BRACKET
6010
ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING)
7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVDE
MIN /MUM CLEARANCE AS SHOWN.
CONTROL STRUCTURE
NIS
5
SEEM
20'
TOP VM
FRAME DETAIL
MATmiOPOFHODS
TO TOP OF OURS TOP.)
PROMETRICVEW
PUBLIC WORKS
DEPARTMENT
2P-21' VOHEO..
RMIa
DETAIL SECTION AO
GICXBASM
E.1
SECTION O
NOTES
1. The as meby of Me COmbmatlen inlet shall be mnsldered when
celmletlng BN oeset dLGlance for the catch basin. See SECTION A.
2. The dlmendms tithe Fmme aM HDOd mrey v q Gffghtlyammg dR-
ferentmanufadumm. Th Framemayhaw =tfeaturesint Wed
tosupPortagraleguad. HoMunflssbalanountouWdeofthe
Fmme: ThemethodsforfasNdrgle Safety ear /Debts GUald RM
t.M.Hoodmay Vary. The HOOdmaylndudecasdlgluga. Thetop
of Me Hood may be Cast will a p nem.
3. Alfred, the Head to le Dame will area 3/4' x r hex head balls, nuts.
to assuumfae rashers.The washera shall have dlelmlara adequate
l0 re full bearMg adass DD sbis.
4. When balMawn grates are medfied In Me centred, provide owe
holes In the forme Mat are v wily alignsd wit ft greN slots.
Top each MN to accept a Sl8' x -11 NC x r elm heed cep screw.
Loc n of bultdoim holes Modes among dlBemnl manufadurem.
See BOLT. DOWN DETAIL
5. ONy ductile Iran Vaned Grates shall m used.
6. This plan lslnlended toshowme ImUlatlondeWisofa mmufao
tured pmdud. ft h, rwl the Intent of Ns plan to show the specft
details necessary to faMkate he ce5tlrps slldwn on Ode drawing.
OPEN CURB FACE
• PLAN - 209.00
FRAME AND GRATE
INSTALLATION DETAIL MARCH 2008
CIRCUMFERENCE LENGTH
OF OPENING SAID FOR
100 YR FLOW = 560'
0 4 O.C. (OTHER FLOW
SYSTEMS ACCEPTABLE IF
APPROVED BY DOES) SEE
ALSO THE SEPARATE
OVERFLOW STRUCTURE
SHOWN IN FIGURE 531.0
JAILHOUSE WINDOW DETAIL
NTS
REMOVABLE WATERTIGHT
COUPLING OR FLANGE
PLATE WELDED TO ELBOW
WITH ORIFICE AS SPECIFIED
ELBOW RESTRICTOR DETAIL
NIS
D.R. STRONG s4s AS NOTED O R TAL. D m , CITY 0 F
CONSULTING ENGINEERS ome...d DR2BM wD ma0 9G, �'
ENGINEERS PLANNERS SURVEYORS wAMI: CV/A RENTON
�
ONI-I
6207THAVENUE KIRKLAND, W423 d1ELxE � AT FUU sCVf Planning/Building/Public Works Dept.
04258273063 F4258272423 IF wTol repY
NO. REVISION BY DATE ME
APPR APIREMED:
IAN
R- 369019
RECOMMENDED FOR APPOVAL
B��/ Date: 9 se
B Date:
lao
BY: Date:
BY: Date:
SADDLEBROOK DIV. II
STORM DRAINAGE DETAILS
C12
12 ma