HomeMy WebLinkAboutR-394711NE 1/4 OF S 321 T 23 N1 R 5 E
co
I
W
3 S.
F' OR +7'
ONE #9 BAR HOOP FOR 6' HEIGHT
TWO 13 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
#3 BAR EACH CORNEF
43 BAR EACH SIDE
#3 OAR EACH CORNER
18" MIN
#3 BAR HDOP
rn.
PRECAST BASE SECTION
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PIPIE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
WAfrrL�YER
ROWORCNO Oir
12"
"N CONCRETE
ALL METAL PIPE
15"
CPSSP k
}�"
{STD. SPEC.9-05.2C)
SOLIDWALLPVc
t5"
{STD. SPEC. 9-05.12(11)
PROFILE WALL PVC
15"
{$Tp.
W CORRUGATED POLYETHYLENE
STORM 9ENER PIPE
NOTES
1. As acceplable alternailves to the rebar shown In the PRECAST BASE
SECTION. fibers (placed according to the Standard Specifications), or
wee mesh having a minimum area of 0.12 square Inches per foot Shan
be Used with the minlmurn required rebar shown In the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall riot be placed In the
knockouts,
2. The knockout dlametor shal not be greater than 2p". Knockouts steal
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between Ova knockout wall and the outside of the pipe.
Ater the pipe Is Instated, Al the gap with jolnl mortar IrL accordance
vAth Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shal be 5'.
4. The frame and grate must be Installed wllh the flange down.
5. The Plerasl Base Section may have a rounded floor• aril the vLalls may
bo sloped at a rate of 1:24 or steeper.
B. The opering shall be measured at the top of the precast base section.
7. AN pickup holes small be grouted full after the basin has been placed.
S. AN grade rings and casings shal be set In mortar In accordance with
Standard Specllcatlon 9-64.3.
PUBLIC WORKS CATCH BASIN TYPE t STD. PLAN - 200-00
+ ` DEPARTMENT MARCH 2O08
CATCH BASIN TYPE 1/1
a
a
y
C �
4L'', W. fiT, 72'. W OR DW
s
STEPS OR
tf�6ER
GATCI-i BASIN FRAME AND VANED GRATE {DETAIL 2D4.oq
HANDHMD
RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
GROUT. TYPICAL {SEE NOTE51
FLAT SLAB TOP
MORTAR ITYP.
z
FILLET �
RELFORCING STEEL tTVP.l
u1 12. CRALEL BACK57ILL FOR
PPE ZG$V- BELONG
SEPARATE BASE INTEGRAL BASE
CASTA I -PLACE PREGA$T WITH RISER
ro• Mwo
,z•
GRAVEL RACKFILL FOR
E= MPEZONEBEDUM
SEPARATE BASE
PRECAST
NOTES
1. No steps are required when height is 4' or less.
CATCH 8ASIN DIMENSIONS
CATCH
BASIN
DIA[NE R
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KN 31ZrLrf
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASE REINFORCING 51 EEL
Ir�Jfr.IN EACH DIRECTION
SEPARATE BASE
INTEGRAL BASE
4W
4"
T
36'
8"
4.23
0.15
54'
LF
8"
42"
60'
1 5"
8"
Q.
8"
70
61
A"
150•
17
0.35
0.2A
84-
fT
T2'
IT
4.39
0.N
s�
a
IT
a4'
17
0.39
0.29
2. The bottom of the precast catch basin may he sloped to facillWe cleaning.
I The reclangular frame and grate must be installed with the flange dawn.
The frame may be east Into the adjustment secflon.
4. Knockouts shall have a wad thickness of 2" minimum to 2.5" maximum. Provide
a 1.5" mlrrlmul`I'I gap between the knmilkmI wall and the outside of the plpo. After
the pipe Is Installed, 911 the gap with joint mortar In accordance with Standard
SpecillCallon 9-04.3.
a PJ grade rings, risers, and castings shall be set In mortar In accordance with
Standard Spedlcatlon a-44.3.
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASIN
DIAMETER
OFICRETE
METAL
CPSSP
iD
SOLID
WALL
PvoQ
PROFILE
WALL
PVC(D
45'
24'
00,
24'
27,
W.
EV
30,
38"
.10`
'2r
30"
dCr
35'
42'
36'
1 35•
42"
72,
4?
54`
42'
36'
48"
9V
54"
fi0"
54'
36"
4A"
98"
8CP
72-
fi0'
39'
48"
* + PUBLIC WORKS CATCH BASIN TYPE 2
+. .. DEPARTMENT
C: nwIar6d Palya,hyfana SLdrrn Saw r PIpE istd. Spec. M5.2q
(Btd. Spec.9-0512f11a
(std. 5pec. 9-05.12f21)
CATCH BASIN TYPE 2
STD. PLAN - 201.00
MARCH 2O08
s �
n FRAME AND VANED GRATE
FRAME AND VANED GRATE
CLEAN SURFACE AND BOTTCMdAREA.
PROVIDE UNIFORM CGHTACT.
THE SIJRFACE AREA OF THE BASE: sEcTION MUST
BE GROUTED TO THE BOTTOM AREA OF THE
ADJUSTMENT BEOTION.
BASE SECTION
SEE NOTF d
NOTES
I. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT
GUTTER, DITCH, OR SIDEWALK 1N WHICH IT lS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER 143 GIVEN In
TIRE CNIGtNCrR TO GROIFF IN PI.ACC IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-Djr.s.
2, SHlMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE 1J.SE OF SHIMS 13 PROHIBITFD•
5. A CONTINUOUS LAYER OF 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 RUNINING 13OND OR % BOW].
5- ADJUSTMENT SE(;IION SHALL BL GROU l L-D WATEI?iIGH1 10 THE BOTTOM AREA OF THE ADJUSTMENT SECTION WIT 1; WNSHRIhil4 GROU,
U. GROUHNG BETWFEN ADJUJSTMEIdI SECTION SHALL BE WAILH tiGHl.
7- GROUT IS TO BE NON- 3PiR-NK TYPE GROUT IMEETINGTHE RE.-.QIJIRFMFNTS OF A$7M 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOI
MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPREGSAVE STRENGTH SHAI-I- BF- 4,nor) PSI AT 7 ()AY PFR APWA STANDARD
SPECIFICATION 9-20.3
S• PICK f tIFTINr HOLES ARF TO RF GROUTED UWATFR TIGI-IT
PUBUC: WORKS � CATCH BASIN INSTALLATION
DEPARTMENT
STD. PLAN - 202.00
MARCH 2008
CATCH BASIN INSTALLATION
N TS N TS N TS
0
0
0
N
0
a.
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W o��� �� ° WAS
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zD C�Q �o� a ~' o,`~ oy SURVEYED: SCALE:
O Q 1 , _ o _ WRH A
8 '�' DESIGNED: AS SHOWN
N 0
LRR
U) d 37679 4 6 48855 4 DRAWN:
vi 1505 Westlake Ave. N. T (206) 522-9510 �o,� ��GISTEg�� �rv`t off EGISTER� l�sv`t CMD ONE INCH
Suite 305 F (206) 522-8344 "SSIONAL ESSIONAL ��G CHECKED: IFAT FULLS
NOT ONEINCH
w Seattle, WA 98109 WWW.PAcLAND.COM NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
VERTICAL NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
ONE 73 BAR HOOP FOR 5" HEIGHT
7WO #3 BAR HOOPS FOR IT HEIGHT
RECTANGULAR ADJUSTMENT SECTION
3 IIEOIICiNG SECT11141M
9"1BAR
EACH CORNER
93 BAR
EACH SIDE
EACH WAY
;qr
� �tttL-
PRECAST SASiE SEC77ON
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
D1"a
9EI24rQRGXD OR
19,
PLAIN CONCRETE
ALL METAL PRE
21'
Cf'9P
(370. SPEC- 9,Z0)
1 e"
SCLI❑ WALL PVC
21,
(STD, SPEC. 9-05:1201)
PROFILE WALL PVC
31.
#STD. SPEC 9-06.121211
tik CORRUGAI PbiY ETHYLENE
STORM SEwER PIPE
NOTES
1- As acceptable alternatives to the rebar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specrfioatlons), or
wire mesh having a minimum area of 0.12 square Inches per foot shall
be used with the minimum required rebarshown In the ALTERNATIVE
PRECAST BASE SECTION!. Wire mesh shall not be placed in the
knockouts.
2. The knockout diameter shall not begreater than 26`. KnnokoLlts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5'
minimum gap between tha knockoat wall and the outsidu of the pipe.
After the pipe Is installedr fill the gap with joint mortar in accordance
with Standard Specification 9-W 3.
3- The maximum depth from the Tinkshed grade to line lowest pipe Invert
shall be 5'.
4. The frame and grale must be inslailed with the flange dawn.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate 91 1:24 or atveper.
6. The opening shall be measured at the tap of the precast base section.
7. All pickup hales shall be grouted full after the basin has been pWced-
S. All grade rings and castings shall The set in mortar in accordance with
Standard Specification 9-04.3
#3 BAR HOOP -�. #3 BAR EACH CORNER -�
SEE NOTE 1
ALTERNATIVE PRI=CAST BASE SECTION
IPM # PUBLIC WORKS CATCH BASIN TYPE 1 L
�1 DEPARTMENT
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.
CATCH BASIN TYPE I
N TS
SM. PLAN - 200.10
MARCH 00B
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON FIRESTONE
17808 108TH AVE SE
RECORD DRAWINGS
DRAINAGE DETAILS
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DATE:
02/21/2019 LL
FIELDBOOK: z
PAGE: O
DRAWING NO: F-
C-6.1 Z
SHEET: OF, W
11 18
R-39471 1