HomeMy WebLinkAboutR-391406Y
PIPE
CATCH
93 BAR EACH CORNER
op
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
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WALL
THICKNESS
BASE MAXIMUM
THICKNESS KNOCKOUTSIZE
#3 BAR HOOP
4B"
4"
A
36'
B'
m
NOTES
54^
1.
As acceptable alternatives to the rebar shown in the PRECAST BASE
42'
FRAME AND VANED GRATE
SECTION, fibers (placed according to the Standard Specifications), or
D.19
#3 BAR EACH SIDE
#a BAR EACH WAY
wire mesh having a minimum area of 0.12 square inches per foot shall
8'
48"
be used with the minimum required rebar shown in the ALTERNATIVE
0.25
PRECAST BASE SECTION
PRECAST BASE SECTION- Wine mesh shall not be placed in the
&"
a'
knockouts.
IT
2.
The knockout diameter shall not W greater than 18"- Knockouts shall
get^
W
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
72'
s"
minimum gap between the knockout wall and the outside of the pipe.
0.29
%.
After the pipe is installed, fill the gap with joint mortar in accordance
IT
&1'
with Standard Specification 9-04.3.
0.39
8" OR 12" 3-
The maximum depth from the firtished grade to the lowest pipe invert
shall be 5'.
ONE #3 BAR HOOP FOR 6"HEIGHT 4-
The frame and grate must be installed with the flange dawn -
TWO #3 BAR HOOPS FOR IT HEIGHT
5.
The Precast Base Section may have a rounded floor, and the walla may
RECTANGULAR ADJUSTMENT SECTION
be sloped at a rate of 1,24 or steeper -
6.
The opening shall be measured at the top of the precast base section.
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416� 7.
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All pickup hales shall be grouted full after the basin has been placed.
a-
Cck
All grade rings and castings shall he set in mortar in accordance with
Standard Specification 9-04.3.
Y
PIPE
CATCH
93 BAR EACH CORNER
op
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
}
WALL
THICKNESS
BASE MAXIMUM
THICKNESS KNOCKOUTSIZE
#3 BAR HOOP
4B"
4"
A
36'
B'
0.23
�
54^
4.6'
$'
42'
D"
0.19
D.19
#3 BAR EACH SIDE
#a BAR EACH WAY
S.
8'
48"
B'
0.25
PRECAST BASE SECTION
93 BAR EACH CORNER
&"
a'
16- MIN.
#3 BAR HOOP
41
SEE NOTE i
ALTERNATIVE PRECAST BASE SECTION
STD. PLAN - 204.20
+r # PUBLiC WORKS CATCH BASIN TYPE IP
i DEPARTMENT (FOR PARKING LOT)
MARCH 2008
BLOC[ WALL NOTES
1- MINIMUM WALL EMBEDMENT IS 6"-
2- SUBSURFACE SOIL TO BE COMPACTED TO 95% STANDARD PROCTOR,
3. ALL BACKFILL MATERIAL TO BE COMPACTED TO 95% STANCARD PROCTOR OR 92% MODIFIED
PROCTOR,
4. APPLY CAP ANC WALL ADHESIVE BETWEEN BLOCKS.
5. CONSULT THE RETAINING WALL SYSTEM MANUFACTURER FOR ADDITIONAL INFORMATION AND
INSTALLATION INSTRUCTIONS.
6. GEOGRID IS TO BE PLACED ON LEVEL BACKFILL AND EXTENDED OVER THE FIBERGLASS PINS. PLACE
NEXT UNIT PULL GRID TAUGHT AND BACKFILL. INSIDE AND OUTSIDE CORNERS AND JOINTS SHALL
OVERLAR
CRUSHED ROCK
BACKFILL
4" PERFORATED PVC DRAIN
PIPE WRAPPED IN 3/4"
AGGREGATE AND FILTER
FABRIC
4" CAP
BLOCK (TYP)
2,1 M,q�
1/4"
} Q
BLOCK WALL - TYPICAL DETAIL
FINISH GRADE
6" MIN. BURY
FOR TOE OF WALL
NTS
u
45'. 64. IQ', 7r. a4'
sTEPs OR
LADDER
'D' RING
OW4VEL MCKFILL FOR
e-� PDE 2C]rJE 9EDDINCi
SEPARATE BASE
PRECAST
CATCH BASIN FRAME AND VANED GRATE {DETAIL 204.00)
HANDHOLD
RECTANGULAR ADJ USTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
GROUT, TYPICAL (SEE NOTE 5)
FLAT SLAB TOP
es -
e MORTAR (T-YP.)
I� --.doL-
r�
REINFORCING STEEL (7M,)
N -13' OFAVUL 9ACKFILL FOR
" PIPE BEDDING. BNG
Er
SEPARATE BASE INTEGRAL BASE
CAST - N -PLACE PRECAST WITH RISER
PIPE
CATCH
d
DIMEN31ONS
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
}
WALL
THICKNESS
BASE MAXIMUM
THICKNESS KNOCKOUTSIZE
MINIMUM BASE REINFORCING STEEL
DISTANCE n2tit. IN EACH DIRECTION
BETWEEN
I{NDGKOUTS SEPARAT€BASE 1NTEGRALBASE
4B"
4"
A
36'
B'
0.23
�
54^
u
45'. 64. IQ', 7r. a4'
sTEPs OR
LADDER
'D' RING
OW4VEL MCKFILL FOR
e-� PDE 2C]rJE 9EDDINCi
SEPARATE BASE
PRECAST
CATCH BASIN FRAME AND VANED GRATE {DETAIL 204.00)
HANDHOLD
RECTANGULAR ADJ USTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
GROUT, TYPICAL (SEE NOTE 5)
FLAT SLAB TOP
es -
e MORTAR (T-YP.)
I� --.doL-
r�
REINFORCING STEEL (7M,)
N -13' OFAVUL 9ACKFILL FOR
" PIPE BEDDING. BNG
Er
SEPARATE BASE INTEGRAL BASE
CAST - N -PLACE PRECAST WITH RISER
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 2.5" 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 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
Standard Specification 9-04.3.
PIPE
CATCH
BASIN
DIMEN31ONS
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
CATCH
DEAM rI ER
WALL
THICKNESS
BASE MAXIMUM
THICKNESS KNOCKOUTSIZE
MINIMUM BASE REINFORCING STEEL
DISTANCE n2tit. IN EACH DIRECTION
BETWEEN
I{NDGKOUTS SEPARAT€BASE 1NTEGRALBASE
4B"
4"
a"
36'
B'
0.23
6.15
54^
4.6'
$'
42'
D"
0.19
D.19
gD"
S.
8'
48"
B'
0.25
025
72"
&"
a'
Iso'
IT
0.35
0.24
get^
W
12'
72'
12"
0.39
0.29
%.
8"
IT
&1'
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 2.5" 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 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
Standard Specification 9-04.3.
0) Comlgated PDlyelhylene Storm Sewer Plpe (Std, Spec. 9-05.20)
(Sid. spat- 9-05.12(l))
n (Std. Spar- 9-05.12(2))
PUBLIC WORKS CATCH BASIN TYPE 2: STD. PIAN - 201.04
r�� + DEPARTMENT
MARCH 2008
1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW
NO. REVISION
SUMEYM:
DESIGNED EWS
)KS 017-05-05 DRAWN:
PCW
DKS 2017-03-23 CHECKEDIDKS
BY DATE APPR 'pPREp'
SCALE:
AS NOTED
ONE INCH
A7 FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
2 1!2"
fs
TOP
'~ BMT-0OWN SU
DETAIL AND N01
VERTICAL: NAVD 1986
HORIZONTAL NAF] 148311991
DATUM
SECTION
SECTION [ 11 J
5!8"
I" DIAM, HOLE 1 ild"
r DIAM- HANDLE
60ILT DOWN SLOT DETAIL
SEE NOTE 1
i
i
i
SECTION
NOTES
1. Provide two Slots in the Cover that are vertically aligned
with the holes in the frame.Location of bolt -down slots
varies among different manufacturers.
z- Alternative reinforcing designs are acceptable in
lieu of the rib design.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements
a. For Frame details, see 0Ity of Renton
Standard Plan 204.00.
ISOMETRIC
PUBLIC WORKS RECTANGULAR SOLID PLAN - 204.10
# DEPARTMENT METAL COVER
MARCH 2008
C I T Y I'_;I E
I+ R E N T O N
Planning/Building/Public Works Dept.
NOVAdyne
Civil Engineers
Seatde 425--753-1869
Portland 971-295-6441
OonsUnavadyne.us
lwslab0sfred 1983 Anchorage Seattle Porgarld
R-3914-006
Cil
C�
LIQ
C)
0
L-)
7-
40 4
I�
�J
IO
'r
rr
n
ti 1.8347
QST
pant L'
0
Cn
z
0-
X
IN COMPLIANCE WITH CITY OF RENTON STANDARDS uJ
Cn
SURFACE WATER UTILITY
DEVELOPMENT ENGINEERING LU
rstraka 06/01/2017mair 0616812617 - <
SEATTLE PIPE TRADES EXPANSION
595 Monster Road SUV
DRAINAGE DETAILS
1 OF2
PIPE
ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASIN
DIAMETER
CONCRETE
ALL
METAL
CPS9P
C]
SOLID
WALL
PVC (P
PROFILE
WALL
PVC
46"
24"
30"
24'
27'
36"
54"
30"
36"
30'
27'
36"
CO.
W.
42'
36'
36'
42'
72"
42"
64'
42'
38'
48"
84"
54'
t10'
54'
36'
AS'
95,
60"
12`
e0'
a6•
48"
0) Comlgated PDlyelhylene Storm Sewer Plpe (Std, Spec. 9-05.20)
(Sid. spat- 9-05.12(l))
n (Std. Spar- 9-05.12(2))
PUBLIC WORKS CATCH BASIN TYPE 2: STD. PIAN - 201.04
r�� + DEPARTMENT
MARCH 2008
1 CD SUBMITTAL TO CITY FOLLOWING PRESCREEN REVIEW
NO. REVISION
SUMEYM:
DESIGNED EWS
)KS 017-05-05 DRAWN:
PCW
DKS 2017-03-23 CHECKEDIDKS
BY DATE APPR 'pPREp'
SCALE:
AS NOTED
ONE INCH
A7 FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
2 1!2"
fs
TOP
'~ BMT-0OWN SU
DETAIL AND N01
VERTICAL: NAVD 1986
HORIZONTAL NAF] 148311991
DATUM
SECTION
SECTION [ 11 J
5!8"
I" DIAM, HOLE 1 ild"
r DIAM- HANDLE
60ILT DOWN SLOT DETAIL
SEE NOTE 1
i
i
i
SECTION
NOTES
1. Provide two Slots in the Cover that are vertically aligned
with the holes in the frame.Location of bolt -down slots
varies among different manufacturers.
z- Alternative reinforcing designs are acceptable in
lieu of the rib design.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements
a. For Frame details, see 0Ity of Renton
Standard Plan 204.00.
ISOMETRIC
PUBLIC WORKS RECTANGULAR SOLID PLAN - 204.10
# DEPARTMENT METAL COVER
MARCH 2008
C I T Y I'_;I E
I+ R E N T O N
Planning/Building/Public Works Dept.
NOVAdyne
Civil Engineers
Seatde 425--753-1869
Portland 971-295-6441
OonsUnavadyne.us
lwslab0sfred 1983 Anchorage Seattle Porgarld
R-3914-006
Cil
C�
LIQ
C)
0
L-)
7-
40 4
I�
�J
IO
'r
rr
n
ti 1.8347
QST
pant L'
0
Cn
z
0-
X
IN COMPLIANCE WITH CITY OF RENTON STANDARDS uJ
Cn
SURFACE WATER UTILITY
DEVELOPMENT ENGINEERING LU
rstraka 06/01/2017mair 0616812617 - <
SEATTLE PIPE TRADES EXPANSION
595 Monster Road SUV
DRAINAGE DETAILS
1 OF2
i-
UJ
n
In
lfA l L.
3f9f1�
W
FIELDSOOK:
PAGE:
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SRAVANG NO:
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SHEET: +JF_I �
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