HomeMy WebLinkAboutR-398812NE 1/4OFS32, T23 N, R5 E, W.M.
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#3 BAR EACH CORNEF
#3 E3AR EACH SIDE
`9 BAR EACH CORNER
Ix MIN
ii3 BAR HOOP
P OR'12'
ONE f+3 BAR HOOP FOR 6' HEIGHT
TWO P3 BAR HOOPS FOR 12' HEIGHT
RECTANGULAR ADJUSTMENT SECTION
PRECAST RASE SECTION
SEE NOTE I
ALTERNATIVE PRECAST EASE SECTION
PIPE ALLOWANCES
NIAIUMUM
PIPE MATERIAL
INSIDE
DIANETER
REINFORCED OR
12'
FAIN CONCReTE
ALL METAL PIPE
15`
CPSSP *
12"
{STD. SPEC.9-05.201
SOLID WALL PVC
t5^
(STp• SPEC.9-0S:12{111
PROFILE WALL PVC
S5"
{STD. SpEG.9 Q5.12{2�j
CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
1. As aoaeptable alternatives t0 the mbar shown In the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), of
wire mesh having a minlmum area of 0.12 square Inches per foot shal
be used Id!ilth the minimum requtred radar shown In the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed k1 the
knockout,
2. The knoaout dlameter shall not be groatSr than 29". Knockouts shall
have a wall thickress of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
After ti-e pipe Is Installed, All the gap with joint mortar In accordance
with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
Shall be 5'.
4. The frame and grate must be Installed with the flange dawn.
5. The Precast Base Section may have a rounded Hoof, and the walls may
be sloped at a rate of 1:24 or steepef.
6. The opering shall be measured at the top of the precast base section.
7. AN pickup holes shall be grouted full after the basin has been placed.
S. AN grade rings and castings shall be set Ih minar In accordance with
Standard Speellcatlon 9-04.3.
STD. PLAN - 200.00
+; PUBLIC WORKS CATCH BASIN TYPE 1
DEPARTMENT
MARcIt 200B
CATCH BASIN TYPE 1
GATCII BASIN FRAME AND VANED GRATE {DETAIL 2DI.0a1
HANDHOLD
RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
GROUT. TYPICAL {SEE NDTE51
FLAT 5LAII TOP
Ex
LL
db',.`y6•, 6T. T2'. 64m OR 56' -
MORTAR (TYP.)
E.
BiLPp OR
LAWERX7-
t.
x
MORTAR FILLET
�
RaroaGI &G3EQtava-F
- n
r •i 12.
LIPAWL SACUFRL FOR
-
r PPE 2OHE BEDDING
SEPARATE BASE
INTEGRAL BASE
GASTAN-PL.AGE
PRECAST WITH RISER
wK3
GRAVEL.11LL FOR
c� MPEZONE 6EDEOW
SEPARATE BASE
PRECAST
CATCH BASIN DIMENSIONS
CATCH
DIAh1E:TER
WALL
THICKNESS
RASE
THICKNESS
MAXIMUM
RN 31ZLrf
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASE REINFORCING STEEL
Irr2lfL IN EAC14 DIRECTION
SEPARATE BASE
INTEGRAL EASE
48'
T"
a"
8"
4.23
0.t5
54'
4.5'
a"
8"
4.18
0.1 3
60'
b"
a"
R2"
S"
0.25
0.25fi8"
17'
0.35
0.7A
0.3
96"
ip'
4.39
4.2g
NOTES
I. No steps are required when height is 4' or less.
2. The bottom of the precast catch basin may he sloped to facilitate cleaning.
a The rectangular Frame and grate must be installed v itth the flange dPwn.
The flame may be cast Into the adjustn-Gnt section.
4. Knockouts shall have a wed thickness of 2" minimum tD 2.5" mabmum. 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 accordance with Standard
Spedlflcatian 9-04.3.
5. AN grade rings, risers, and castings shall be set In mortar In accordance with
Standard Spectication 94)4.3.
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER '
IN
DIAB EtER
04CRETE
AL�
M�pL
CPSSP
Q
$CLIP
WALL
FVC(D
PROFILE
WALL
Pvc 0
46'
24'
80•
24'
27,
N.
54"
30"
36`
30'
27
36'
86'
35'
42'
3['
36'
d2"
72"
4V
&41
42'
Io,
48"
WS4"
6G'
1.
36'
48"
g6"
61r
72'
6T
39,
4a"
, {.wruga[ee1 Palyeltryfene Storm Sower Pip {Sid. Spec. 9-05.261
(Std. svec.9-051211i]
{ {Std. Sper,. 9-C15.12(2j]
FUBLIC WORKS CATCH BASIN TYPE 2 STD. PLO- 201.40
* ` DEPARTMENT
MARCH 2O08
CATCH BASIN TYPE 2
NTS � � � NTS
CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM C4NF4JCT.
THE SURFACE AREA OF THE BASE: SECTION MUST
BP f3ROUTED TO THE BOTTCW AREA OP THE
ADJUSTMENT SECTION.
BASE SECTION
SEt<fJC7TE d
NOTES
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE LINTEL THE FINAL ELEVATION OF THE PAVEMENT,
GUTTED, DITCH, OR 8[t3EWALK IN bWHIGH 1T Is TO HE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY
THE ENOWCER TO GROUT- IN PLACE: IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7,M-3,
P. SHIMS SHALL NOT BE USED TO SET FRAME To GRADE, THE 115C OP SHIMS 18 PROHOITED.
3, A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT.
I
4, THE USE OF BRICKS IS PERMITTED WHERE THE BRICf{S ARE STAGGERED TO CREATE A RUNNING E3fJNb OORBONti 5- ADJUSTMFWT SEi'7ION SHALL ESL GROU'ftD 4VAJ El? iIGH7 iO THE f3OTTOMAREA OF THE ADJUSTMENT SECTION WITI I NONSHRINK GROU
0. 6tR0UIINU BItTWEUW ALIJUSTM1zNT SECTION SHALL Bt WAlEw
I. GROUT IS To BE NIGN-SHRINK TYPE- CROUT MEETING THE REQUIRFMI NTS OI= ASTM 157 PER AF'1NA STMDARD SPECIFICATION 9-20.3 FOR
MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESi1VE STRENGTI I ^SI iAJ I. EtF +I,OOp PSI A7 7 DAY PFR AF>S,1+A 51 ANDhRD
SPECIFICATION 9-70-3
$, PICK I tIETING MCLES ARP TO RF GROUTED WATFtR TIGHT
PUBLIC: WORKS
DEPAKMENT
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GAYCI-9 U-AtA N INSTALLATiON
STD. PLAN - 202.00
CATCH BASIN INSTALLATION
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NTS
VERTICAL NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
MARCH 2O08
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ENGINEER'S RECORD
DRAWING CERTIFICATION
SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S
RECORD DRAWING CERTIFICATION NOTE
CITY OF
RENTON
Planning/Building/Public Works Dept.
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NYLOPLAST DRAIN BASIN
NTS
R-398812
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON DENTAL ARTS
17816 108TH AVE SE
RECORD DRAWINGS
STORM DRAINAGE DETAILS
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DATE:
04/12/2019
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PAGE:
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DRAWING NO:
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SHEET: 12OF: 27