HomeMy WebLinkAboutR-392223V
I
W
PIPE ALLOWANCES
MAXIMUM
PIPS MATERIAL
INSIDE
DIAMSTSR
REINFORCED OR
12"
PLAIN CONCRETE
ALL METAL PIPE
16'
CPSSP*
12'
(STD. SPEC. 9-05.20)
SOLID WALL PVC
16°
(STD. SPEC. MS.12(1))
PROFILE WALL PVC
16'
(STD, SPEC. 9416.12(2))
I
i
PIPE 0, 0.
�. 1' - 0 1' - 0
MIN MIN
I
END CAP OR PLUG FLOW TO SECOND
CLEAN OUT WYE FROM DISPERSAL TRENCH
PIPE
„ IF NECESSARY
r M1N 6 PERFORATED
I NOTCHED PIPE LAID FLAT LEVEL
GRADE BOARD
TYPE I CB WI SOLID COVER
2" X 2" NOTCHES + '
18" O.C. A (LO CKING) TYPE ! CB
W/SOLID COVER
25150'
M
SW 1/4 SECTION 29, TOWNSHIP 23 N RANGE 5 E, W.M. _
A VAM RIDGE
NOTE., ALL THROUGH CURB INLETS
MUST HAVE BI-DIRECTIONTAL
r.RA TFC'
CATCH BASIN FRAME AND VANED ORATE (DETAIL 204,00)
HANDHOLD
3
RECTANOULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
v
GROUT, TYPICAL (SEE NOTE 5)
FLATSLABTOP
�! o
xr a• ao• tr,a4•ottea•
a
MORTAR (TYP.)
STEPS OR
LADDER
�o
FILLET `a � � 't�!
`\ N
RErRFORpNO e7EFi (rYP.) -
GRAVEL
ty
,
BACMLL FOR
D'E Za
I PNESWUNGBgOpNO
ail
SEPARATE BASE INTEGRALSABE
CAST -IN -PLACE PRECAST WITH RISER
- -
+r
• .i.. DRAWL BACKRLL FOR
M= PIPE TARE a --
SEPARATE BASE
PRECAST
CATCH BASIN DIMENSIONS
CATCH
BASIN
DIAMETER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KNOCKOUT
SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
- BASE REINFORCING STEEL,
tn'Irt. IN EACH DIRECTION
SEPARATE BASE
INTEGRAL BASE
48'
4'
1'
36'
8'
0.23
1- 0.16
84'
4.8'
B•
42'
8'
0.19
0.10
60,
b'
8'
48,
8"
0.26
0.2E
72'
Ir
8' I
60•
12'
0.35
0.24
84•
8'
12'
72•
12,
0.30
0.29
98'
8'
12' 1
e4- -
12'
0.39
0.29
NOTES
1. No steps are required when height Is 4' or less.
2. The bottom of the precast catch basin may be sloped to facilitate cleaning.
3. The rectangular frame and grate must be Installed with the flange down. .
The frame may be cast Into the adjustment section.
4. Knockouts shall have a wall thickness of 2' minimum to 2,6" 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 with joint mortar In accordance with Standard
Specification 9-04.3.
5• All grade rings, risers, and castings shall be set in mortar In accordance with
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
BASINE247
ALL
,£,��
CP93P
SOLID
WALL
PVC(2)PVC
PROFILE
WALL
(1)
48•
-30'
24'
27"
30"
04'
30. -
36•
30•
27'
36'
eo"
3e'
42'
36'
36"
42-
72'
42'
54'
42'
36' -
4W
B,
64'
$B• 1
4e
98•
wr
72'
ew
36•
48'
Standard Specification 9-04.3. + coaugeted Polyethylene Storm p•wor Pipe (Sid. Spec. 9.06.20)
lam. spec. M6.12(2))
+ �o PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00
+ DEPARTMENT
MARCH 2O08
INFLUENT PIPE (MAX
DESIGN
N
',
FLOW <0.5- CFS PER
TRENCH)
CLEAN OUT WYE
o,
FROM .PIPE
o
FLOW TO OTHER
BRANCHING CBS
AS NECESSARY
PLAN
N TS
od
to
GAL VA PIPE O.D.
o-
BOL IS 1' - 0
-
7' 0
a
MIN
M1N
MAX
*20q M
I 18" O.C.
r7
A
r
r
m
Q
'
PRESSURE
TREATED GRADE
\\\\\\
.; \/\/\/\
// //
/\
2" GRADE
c
o
BOARD
/
\ \ \ \
\ \ \
/,
/
�
BOARD NOTCHES
cl-
"
o
'
,
M1N 6 PERFORATED
PIPE LAID FLAT
NO
"�
4" X 4"
SUPPORT POST
CLEAN (<59 FINES) 1, THIS TRENCH SHALL BE CONSTRUCTED TO PREVENT
Uq"
- 1" WASHED POINT DISCHARGE AND/OR EROSION.
.^,'•
y, ROCK
2. TRENCHES MAY BE PLACED NO CLOSER THAN 50
z
tO
°
/\\\/\�
FEET TO ONE ANOTHER 100 FEET ALONG FLOWLINE .
j\\\j\�
3. TRENCH AND GRADE BOARD MUST BE LEVEL. ALIGN
Q
�\/�//�\�•
TO FOLLOW CONTOURS OF SITE.
FILTER FABRIC
4. SUPPORT POST SPACING AS REQUIRED BY SOIL
CONDITIONS TO ENSURE GRADE BOARD REMAINS
c
*151'.' MAX FOR FLOW SECTION A -A
LEVEL,
o
CONTROL/WATER QUALITY NTS
0
TREATMENT IN RURAL
AREAS
00
VISPERSAL TRENCH DETAIL
I'
o
1
ER CITY OF RENTON STANDARD PLAN 224.00
NTS
N
As
t
D.R. STRONG
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x
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CONSUL TING ENGINEERS
a�
World Days Before You Di
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ENGINEERS PLANNERS SURVEYORS
811
LINK!
Underground Location Center
11 5232�
cis rsT
620 - 7th AVENUE KIRKLAND, WA 98033
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(ID MT rND r0RWA
N •
0425.827.3063 F425.827.2423
W
SEE NOTI
FRAME
DBTAIL SECTION O
CATCH BASIN
=7' >
(®0.69•)
- 29'MIN. -3'
1'MIN. 20114' (=0,261
TYP. - Of
SEE NOTE 4 -.
�(ryP,) �34" (YNDE SIDE)
CATCH BASIN TYPE 1
SEE NOTE 2
(TYP.)
Y: ' _ = 40' (WIDE SIDE)
•CATCH BASIN TYPE 11.
0 L
SEE NOTE 1
TOP VIEW SECTION O FRAME DETAIL
NOTES
1. The asymmetry of the Combinadon Inlet shall be considered when
calculating the offset distance for the catch basin. See SECTION A.
2. The dimensions of the Frame and Hood may vary slightly among dif-
ferent manufacturers. The Frame may have cast features Intended
CURB OR CURB AND GUTTER to support a grate guard. Hood units shall mount outside of the
MATCH TOP of HOOD Frame. The methods for fastening the Safety Bar I Debris Guard Rod
TO TOP of CURB (rYPJ / to the Hood may vary. The Hood may include casting lugs. The top
of the Hood may be cast with a pattern.
Hoop 3, Attach the Hood to the frame with two 3/4" x 2' hex head bolts, nuts,
pp�or II4 s7'ALL and oversize washers. The washers shall have diameters adequate
BAFETYBARIDEBRISGUARD to assure full bearing across the slots.
20'x 241VANED ORATE 4. When bolt -down grates are specified In the contract, provide two
FRAME holes In the frame that are vertically aligned with the grate slots.
Tap each hole to accept a 618" x -11 NC x 2' alien head cap screw.
Location of bolt -down holes varles among different manufacturers.
See BOLT- DOWN DETAIL
6. Only ductile iron Vaned Grates shall be used.
a. This plan Is Intended to show the Installation details of a manufao-
tured product. It Is not the Intent of this plan to show the specific
ISOMETRICVIEW details necessary to fabricate the castings shown on this drawing.
0 n 0 PUBLIC WORKS 'OPEN CURB FACE SM. PLAN - 203.00
-1� DEPARTMENT (FRAME AND GRATE
INSTALLATION DETAIL MARCH 2O08
ss
.'.. E .,
fi 1 te�"
_ �r
E1 fi
a ^sue'. - `a 8 srr
� �,{ �... � xk .9 s. ... � e 5 k �a � � a� 8 P
1
H. r r
C:....,(. Lb x�.e .E fs I
it..a<u.,:
YN,
6a' ..,.._z'.w , . i3..8, :..a...". 3 , t, a a . < � c �,,.,, .: , ee a., r�,�o:... . , ,n 6.F .: .n� .,.�,..,<:.
REQUIRED PROTECTIOU
Discharge Velocity
at basign Flow (fps)
Greater
Less than
Minitn-urn Diniensions(l)
than
or actual to
Tyne
Thickness
Width;
Length
Height
0
5
Rock tiningt)
-1 foot
Diameter
8 feet
Crown
+ 6 feet
or
-I toot
4 x diameter,
whichever is
greater
i
t0
Ri raf3
2 feet
Diameter
12 feet
Crown
6 feet
Or
+ 1 foot
or
4 x diameter,
3 x diameter,
',whichever is
whichever is
greater
greater
I0
20
Gabion
As required
AS required
As required
Crown
outfali
+ :1 foot
20
NIA
Engineered
energy
dissipater
required
i
t) Thew sizes ': .� r , a_vUnl� that erosion
13 dominated by outfal! energy. In many cases sizing will be
governed I7 conditions
in th cocci . ge receiving vdat;{r...
Yg s
(1# Rocky lining shall he quarn1 spalls-with gradation as follows -
Passing 8-inch square sieve: '100%
Passing 3-inch s.quare Sieve: 40 to 6D/nTa;tirtTlrrn
Passing q mI14,inch square sieve: D to '10% axir ium
Riprap halt be reasonaEaly well graded 1dItIY gfa[tt3ti4n a0 follows:
Maxinium stone size: 24 inches (nominal diameter)
Median Stone size: 16 incheu
Minimum sloth; Size: 4 inches
Note.. Rlprap sizing governed by side slopes on outlet channel is assumod to be approxihiately 3 f.
OUTFALL PROTECTION SIZING
AS -BUILT
NO AS-BUIL T INFORMA 77ON ON THIS SHEET
T.
I CER77FY THAT THE INFORMA 77ON SHOWN HEREON WHICH WAS AS -BUILT
BY D,R. S7RONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS,
PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG
FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT
SUPER WSION ON 7HIS DATE- 1211012018."
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�f
q
PkAN
BITS
plant rack '1cllaove crthvrl
1�4111 ,IONS Qf elizinnel fear R A 4 < 8+
ope site of channel (or"A" > El' �
... f
l' iilln..
;�_ �iischar pl(_10
x
'
r•
l
lilter;faiart� llf7 I' or 2+ r c -c n o_..tftlkfte r �
,
Utl( @f'F4 Cti T See table 4.4.tA'.
SECTION A -A
tT
OUTFALL PROTECTION DETAIL
R-392223
APPROVED
FOR
CONSTRUCTION
N
SUBJECT TO
ERRORS AND OMISSIONS
0)
BY:
DATE:
BY:
DATE:
W
0
BY:
DATE:
n..
BY:
DATE:
Lla
Q LJI�OOV
SURVEYED:
SJS
SCALE:
AS NOTED
VERTICAL: NAVO 1988
HORIZONTAL: NAD 1983/1991
DATUM
DATUM
...;
� I T \/ 0
IT
•....._ ,.'
• RENT 0 N
�
Planning/Building/Public works Dept.
.. -
AVANA RIDGE PUD
STORM DRAINAGE DETAILS
10615 SE 172ND ST, RENTON, WA
f� Q R Q
`/1�OOQ86V 865 815008867
DATE:
12.10.18
Q
Q
Z -
Q
>
DESIGNED:
�'`-P
FIELOBDot<:
PAGE:
-
DRAWN:
BEN
ONE INCH
CHECKED:
I
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DRAWING NO:
C22
NO.
REVISION
BY
DATE
p
AP
AfPR
APPROVED:
Ii�,
SHEET; OR
22 22J Q
DRS PROJECT NO. 15088