HomeMy WebLinkAboutTED4003435.6A PORTION OF THE NE 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, RENTON, WA.
Z
�i
4.
o
� O
F,
w
z
W
T-
1
O
2
U
D
I
U
MW
W
W
z
`0
1
z
w
rr
ASH
#3 SAR EP.CH CORNER
1 E" MIN.
#3 BAR HOOP
114
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY.
Call
before you
D;g
1-800-424-5555
UNDERGROUND SERVICE (USA)
FRAME AND VANED GRATE
-to.
I
6' L)R 1:
ONE #3 BAR HOOP FOR fi"
IWO #1 RAR Hr'OPS Fr1R 12"
RECTANGULAR ADJUSTMENT SECTION
rsFFy��
al -
PRECAST SASE SECTION
CATCH BASIN TYPE 1
NTS CITY OF RENTON STANDARD DETAIL B012
NOTES
1, AS AN ACCEPTABLE ALTERNATE TO REBAR, WIPE MESH HAVING A MINIMUM
AREA OF 0-12 SQUARE INCITES PER FOOT MAYBE USED WIRE MESH SHALL
NOT eE PLACED IN KNOCKOUTS.
2_ THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20"- KNOCKOUTS
SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM- PROVIDE
A 1.5" MINIMUM GAP BETWEEN - THE KNOCKOUT WALL AND THE OUTSIDE OF
THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITf{ JOINT MORTAR
IN ACCORDANCE WITH STANDARD SPFCIFICATION 9-04 3
3, THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL
BE 5'
-
4_ FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO
ADJUSTMENT SE::TION-
`_ THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR AND THE WALLS
MAY BE SLOPED AT A RATE OF 124 OR STEEPER.
E, OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION -
PIPE ALLOWANCES
MAXIMUM[
PIPE MATERIAL.
INSIDE
DIAMETER
-
REINFORCED OR
PLAIN CONCRE"1
12„
ALL METAL PIPE
1S"
CPSSP
(STD. SPEC- 9-05-20)
12'
SOLID WALL PVC
(STD- SPEC_. MIS 17(1))
15„
PROFILE WALL PVC
(STD- SPEC, 9-05.12(2}}
15"
CORRUGATED POLYETHYLENE
STORM SEWER PIPE
No -
if �wWrs/d+naTF�M.I�B/IeFiMs9� f�+L
t l J�
.� t
A>GW J. At
"7
O� Issas p �
A A'c7 $TERA L�
ex
�/OR&
r EXPIRES JULY I, 2005
CATCH BASIN TYPE 1
STANDARD PLAN B-1
SHEET i OF I SHEET
APPROVED FOR PUSLICATION
tisrold J. Peterfeso 07-I1-03
ADOPTED
CITY OF RENTON
STANDARD PLANS
LAST DATE: 07/21/2003
SP PAGE B012
t
1a-��
tpx 01 STTG�' 4l~
b -
[FXF ES MAY 16, 200�
NTS CITY OF RENTON STANDARD DETAIL F003.2
NOTE
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555
CITY OF ENTON
Approved by: Date: -7• a to
Approved by:
Approved by:
Approved by:
Date:
Date:
Date:
r
GENERAL NOTES:
Z
W
1.) STORMFILTER BY STORMFATER MANAGEMENT INC., PORTLAND, OREGON (800-548-4667).
�E
RADIAL FLOW
12" OUTLET
PIPE STUB
2•) CATCH BASIN MUST BE SET LEVEL.
CARTRIDGE
STANARO ON
3.) EXTERNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS.
w
B
DEEP VERSION
4•) FLEXIBLE COUPLING TO BE USED AT INLET & OUTLET. FERNCO OR ENGINEER APPROVED.
5•) STORMFILTER REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE
Q
MANUAL FOR DETAILS.
Z
6.) CATCH BASIN STORMFILTER STRUCTURAL SPECIFICATIONS:
3
LOAD RATING: 20,000 LB.
CONSTRUCTION: 1/4" STEEL PLATE
A 1150 LB.
UNIT WEIGHT:
INLET GRATE: DUCTILE IRON
PERIMETER SLAB: REQUIRED
V)
2-CARTRDIGE CB
INLET GRATE
B
INLET PIPE
27-3/4" X 27-3/4" The STORMRATER MANAGEMENT
N
STUB (OPTIONAL)
SOLID ID Stormhlte7
Z
$
U.S. PATENT No. 5,322,629,
W
o
No. 5No. 6,027,639,
-•1
Q
No. 5:624 ,707,527,
CATCH BASIN STORMFILTER - PLAN VIEW 1 576, AND OTHER U.S.
W
AND FOREIGN PATENTS PENDING
Q N
0
N W
OVERFLOW
Z 0
WEIR CREST
Q �
0
m
TO OUTSIDE OF RIM
Q
7 -1"
PERIMETER SLAB
3,000 PSI CONCRETE
= U
U I
N
INSIDE RIM
2'-a"
INSIDE RIM
2'-a" --�-
INSIDE RIM
2'-4-
(BY CONTRACTOR) ►-TO OUTSIDE OF RIMY
2'-4 1/2- 2-#4 REINFORCING BARS
Q o
V 3
-- 4" (BY CONTRACTOR)
w
N
r-10"
2'-3 5/B"
FILTER (2.3 FEET)
i
CHAMBER
INLET
Ear
I
--. SCUM *'
E 1 ��
f
VV/
—►
�-
FCH
as
8
vARIES OVERFLOW
FILTER CHAMBER
IN LET CHAMBER
FILTER CHAMBER
WEIR WITHFILTER
AMBER 1'-3 3/4"
CLEANOUTurLET
h
2'-1"
—2'-5 1/2'�
6'-6 1/2•
qo
12" OUTLET PIPE
STUB (STD)
CLEANOUT OPENING
m) zl
IN OVERFLOW WEIR
CATCH BASIN STORMFILTER - SECTION VIEW A -A CATCH BASIN STORMFILTER - SECTION VIEW B-B
1
: N.T.S. 1
ON
1-
CB STORM FILTER (2-CARTRIDGES CB#5)
NTS CB#6 IS ONLY A SINGLE CARTRIDGE UNIT
2" MIN, COMPACTED DEPTH AC HMA
4" CSTC
COMPACTED BASE NATIVE MATERIAL
(FREE OF ORGANIC MATERIAL)
ASPHALT CONCRETE PAVING SECTION
NTS
VARIES
2' -� -
2% SLOPE (1/4` PER 1`)
ff _ 4r
1/4` R �-
iZ a000a0 0oa�o�13"6'6Q0 0�0 0 c'
a o 0 ea 0❑ o a 0 o tr [r O L� c
P O C O G C1 U D a O Q U U 0 0'
�. OQD O L7 0 J..O.,D„i7 OHO Or U b„Ct O
�Qp1�III-i�Y� -
i
PAVEMENTA
4` COMPACTED BASE COURSE
I' I� 'T ',L
8, 8 COMPACTFD SUBGWE -
NOTES:
1, COMPACT)ON FOR CONCRETE CURB AND WALKS TO BE 95% OF RIOMUM DENSITY.
SEE SPECECA'RONS,
2_ EXPANSION nNTS SHALL BE AT 16 -D' INTERVALS OR AS SHOWN ON ARCHITECTURAL PLANS,
INTEGRAL CURB AND WALK
J NTS
��
5 MYLARS 02/11/08 SURVEYED:
SCALE:
4
WQ FACILITY REVISION
01/30/08
TRIAD ASSOCIATES
VD 1988
VERTICAL- rrr 1as1
SHOWN HOR
DESIGNED:
3
CITY OF RENTON COMMENTS
01/23/08
JAW
&:�,
2
CITY OF RENTON COMMENTS
11/27/07
Dw�wN.
HR
1
CITY OF RENTON COMMENTS
CHECKED:
ONE INCH DATU M
JAW
AT FULL SCALE
IF NOT ONE INCH
NCI.
REVISION
BY DATE AP P R
APPROVED:
SCALE ACCORDINGLY
I
6'-0"
9»
L I
—O O —
DIA HOLES
DATA BLOCK CB-5
TWO -CARTRIDGE STEEL
CATCH BASIN STORMFILTER
STRUCTURE CALLOUT ID
CB #5
WATER QUALITY FLOW (CFS)
CONVEYANCE FLOW (CFS)
RETURN PERIOD OF PEAK FLOW
MEDIA TYPE
ZPG
RIM ELEVATION
417.00
I.E.
DIAMETER
INLET STUB
OUTLET STUB
1 414.70
8"0
CONFIGURATION:
OUTLET
NORTH
DATA BLOCK CB-6
SINGLE -CARTRIDGE STEEL
CATCH BASIN STORMFILTER
STRUCTURE CALLOUT ID
CB #6
WATER QUALITY FLOW (CFS)
CONVEYANCE FLOW (CFS)
RETURN PERIOD OF PEAK FLOW
MEDIA TYPE
ZPG
RIM ELEVATION
416.10
I.E.
DIAMETER
INLET STUB11
OUTLET STUB
413.80
8110
CONFIGURATION:
OUTLET
NORTH
FOT
4" 2 1 /2"
(2) #3 BARS
8" MIN.
ln" uAV
3" MIN. COMPACTED DEPTH AC HMA
4" CSTC
6" COMPACTED BASE NATIVE MATERIAL
(FREE OF ORGANIC MATERIAL)
ROADWAY PAVING SECTION
NTS
CITY OF
ML
R RENTON
Planning/Building/Public Works Dept.
RENTON BIBLE CHURCH
973 UNION AVE
PAVING AND STORM DRAINAGE
NOTES AND DETAILS
3a968 w4
EGISTEg�'
�SSIONAL S
(EXPIRES 8-10- " '
DATE:
02/11/08
FlELDBOOK:
PAGE:
C-7
SHEET: : 1
C_ U . 34"i,U-7