HomeMy WebLinkAboutR-396220NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
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FRAME AND VANED GRATE
5
OR 12"
ONE #3 BAR
H�H01111OP FOR T HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
�O p
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
12"
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP*
12"
(STD. SPEC. 9-05.20)
SOLID WALL PVC
15"
(STD. SPEC. 9-05.12(1))
PROFILE WALL PVC
15"
(STD. SPEC. 9-05.12(2))
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
1. As acceptable alternatives to the rebar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required rebar shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
knockouts.
#3 BAR EACH CORNER
#3 BAR EACH SIDE
#3 BAR EACH WAY
PRECAST BASE SECTION
#3 BAR EACH CORNER
18" MIN
#3 BAR HOOP
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 with joint mortar in accordance
with Standard Specification "4.3.
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 down.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7. All pickup holes shall be grouted full after the basin has been placed.
8. All grade rings and castings shall be set in mortar in accordance with
Standard Specification "4.3.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
Y PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00
DEPARTMENT
FNzp� MARCH 2O08
24" 3
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3 BOLT -DOWN SLOT -SEE N
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TOP
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SECTION OA
5"
314' y4•
SIB'
4 3/4" DIAM. HOLE 1 1l4"
112" DIAM. HANDLE
5!8
SECTION O
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
SECTION OB
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.
2. Alternative reinforcing designs are acceptable in
lieu of the rib design.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements
4. For Frame details, see City of Renton
Standard Plan 204.00.
ISOMETRIC
Y STD. PLAN - 204.10
+ PUBLIC WORKS RECTANGULAR SOLID
DEPARTMENT METAL COVER
FNzp� MARCH 2O08
A S-B UIL T
DRAWINGS
1 �
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
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3
FRAME AND VANED GRATE
4A ?O• 3p-
5" S•
OR 12"
ONE 93 BAR
HOOP FOR 6' HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
7.d cA �sPFN?2°
#3 BAR EACH CORNER
#3 BAR EACH SIDE
TOP AND BOTTOM
ONE #3 BAR
ACROSS BOTTOM
PRECAST BASE SECTION
Ica BAR EACH CORNER
18" MIN.
#3 BAR HOOP
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
12"
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP*
12"
(STD. SPEC. 9-05.20)
SOLID WALL PVC
1 .
(STD. SPEC. 9-05.12(1))
PROFILE WALL PVC
15-
(STD. SPEC. 9-05.12(2))
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
1. As acceptable alternatives to the rater shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required rebar shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
knockouts.
2. The knockout diameter shall not be greater than 18". 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-D4.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
4. The frame and grate may be installed with the flange up or down. The
frame may be cast into the adjustment section.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7. All pickup holes shall be grouted full after the inlet has been placed.
+ �► * PUBLIC WORKS CONCRETE INLET STD. PLAN - 200.30
f,=$ DEPARTMENT
Nz MARCH 2O08
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❑UTFALL TO STREAM DU P ND PDLLUTI
TOP
NOTES
1. Provide two slots in the grate that are vertically aligned with the holes in the frame.
Location of bolt -down slots varies among different manufacturers.
2. Refer to Standard Specification 9-05.15(2) for additional requirements.
3. The thickness of the grate shall not exceed 1 518".
4. Unless otherwise specified, vaned grates shall be used With standard frame
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
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ISOMETRIC
D
\� SLOT - SEE DETAIL
\ AND NOTE 1
318" (9mm) RECESSED
LETTERING
C
3l4"
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
Y STD. PLAN - 204.40
A �+ PUBLIC WORKS RECTANGULAR
DEPARTMENT HERRINGBONE GRATE
`f'gN tp� MARCH 2O08
1 thANNI"1111i D C A DV
Surveying
Engineering
Planning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
0 1 AS -BUILT DRAWINGS
NO.
REVISION
8
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
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HANDHOLD
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RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
fO v
GROUT, TYPICAL (SEE NOTE 5)
U
FLAT SLAB TOP
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48'.54', BO', 72',84' OR 9B'
-
MORTAR (TYP.)
N
STEPS OR
LADDER
`v�
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MORTAR FILLET V � 2 � REINFORgNG STEEL (TYP.)
GRAVEL BACKE LL FOR
12' GRAVEL
ZONE BEDDING
SEPARATE BASE INTEGRAL BASE
CAST -IN -PLACE PRECAST WITH RISER
"O" RING
12'
GRAVEL -E ILL FOR
B= • PIPE ZONE BEDDING
SEPARATE BASE
PRECAST
CATCH BASIN DIMENSIONS
CATCH
BASIN
DIAMETER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KNOCKOUT
SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASE REINFORCING STEEL
in21ft IN EACH DIRECTION
SEPARATE BASE
INTEGRAL BASE
48"
4"
6"
36"
8"
0.23
0.15
Sa"
4.5"
8"
4T
8"
0.19
0.19
60"
5"
8"
48"
8"
0.25
0.25
72"
6"
8"
60"
12"
0.35
0.24
84"
8"
12"
72"
12"
1 0.39
0.29
96"
8"
12"
84"
12"
1 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 rade rtn s risers and castin s shall beset in mortar in accordance with
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASIN
DIAMETER
CONCRETE
ALL
METAL
CPSSP
CI
SOLID
WALL
PVC CI
PROFILE
WALL
PVC a
46"
24"
30"
24"
27"
30..
54"
30"
38"
30"
27"
36"
60"
36"
42"
36"
36"
42"
72"
42"
54"
42"
84"
1 54"
1 60"
1 54"
36"
48"
as-
1 so"
1 72•
1 60"
36•
48"
9 9 9 ;i I Corrugated Polyethylene Storm Sewer Pipe (Sid. Spec. 9-05.20)
Standard Specification 9-04.3. z, (Std. Spec. 9-05.12(1))
(Std. Spec. 9-05.12(2))
Y PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00
�FN t01 DEPARTMENT
MARCH 2O08
1/2' [13mm] LETTERING
BOLTHOLES - 3 PLCS EQUALLY SPACED 12/Y
N4TS - DRAINS T APART ON 231l16" (566mm) DIA B.C.
sT�
�9
3
RENTON
AHEAD OF THE CURVE
DRAIN
(1) V (25mm)
DIA PICKHOLE
® 1 11r [32mm] LETTERING
PLAN VIEW
25" DIA.
[635mm] 1"
[25mm]
3/4'
[19mm]
B 3/a"
110
[64
[222mm] [64mm]
TYP
COVER SECTION VIEW
26 1/2"DIA
[673mm]
25 1/4" DIA
[641 rim] 111191
1/4" (6mm) DIA [27mm]
NEOPRENE GASKET
8
}T [152mm]
5B' J 2331W DIA CL OPEN
[16mm] [594mm]
27 5116' DIA
[694mm]
34 118" DIA
[867mm]
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
50-111 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4" 1 vll6.
[6mm]
1� [27mm]
118"
[3mm]
1/8"
[R3mm]
GASKET GROOVE DETAIL
NOTES
ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1
OR APPROVED EQUAL.
Y STD. PLAN - 204.50
eL + PUBLIC WORKS STORM ROUND FRAME AND COVER
DEPARTMENT
`fgNtp� MARCH 2O08
MEV 12-13-18 SURVEYED:
LDC
DESIGNED:
MEV
DRAWN:
NC
CHECKED:
MEV
BY DATE APPR APPROVED:
MEV
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZOMAL• NAD 1983/1991
DATU M
911111111�
BOLT -DOWN HOLE (TYP.)
- 51ff'- 11 NC, SEE
DETAIL & NOTE 2
O
TOP NOTES
1. This frame is designed to accommodate 20" x 24" grates or
covers
2. Provide two holes in the frame that are vertically aligned with t
he grate or cover slots. Tap each hole to accept
24 1I4" a 5/8' - 11 NC x 2" alien head cap screw.
B Location of bolt down holes varies among different
manufacturers.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements.
SECTION O
RECESSED ALLEN
HEAD CAP SCREW
7/8"_I 1/8" 5/8"-11 NGx 2"
I[�I tea" GRATE
ISOMETRIC VIEW
C a
FRAME
a
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M
2112"
SECTION
DETAIL O BOLT-DOWN2DETAIL
SEE NOTEY PUBLIC WORKS RECTANGULAR FRAME STD. PLAN - 204.00
DEPARTMENT
`f'gN tp� MARCH 2O08
#6 BARS @ T SPACING
20". 24',
24" DIAM., 48" DIAM.
M. J
OR 54" DIAM. HOLE
2" (TYP) 4--
12
Ll
V MIN.
1/2" MAX.
84" or 96" FLAT SLAB TOP
Y�
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#5 BARS @ 6" SPACING
20" x 24',
24" DIAM., 48" DIAM.::::::,
OR 54" DIAM. HOLE 2„ (TYP TYPICAL ORIENTATION
_- j � FOR ACCESS AND STEPS
.1 L 71"MIN.
2 V2" MAX.
7r' FLAT SLAB TOP
z�
#4 BARS @ 6" SPACING
z
20" x 24" OR
24' DIAM. HOLE
2 (TYP) 48"MIN. ,..
V MIN.
2112" MAX. ECCENTRIC CONE SECTION
4W', 54", or 60" FLAT SLAB TOP
12" [TYP.)
a
6"
12"
PREFABRICATED LADDER
12" MIN.
o
a
STEP
5
�6" OR 12"
ci�NE #3 BAR HOOP T
ONE #3 BAR HOOP FOR 6' 4"
TWO #3 BAR HOOPS FOR 12" ]J `1"
RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION
1.0 As an acceptable alternative to rebar, wire mesh having a
minimum area of 0.12 square inches per foot may be used
for adjustment sections.
Y STD. PLAN - 204.60
A �+ PUBLIC WORKS MISCELLANEOUS DETAILS FOR
DEPARTMENT DRAINAGE STRUCTURES
`f'gN tp� MARCH 2O08
C TY OF
1;%R] RENTON
•
Plan ning/Building/Public Works Dept.
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1
N COMPLIANCE WITH CITY OF RENTON STANDARDS UU
RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108THAVE SE, RENTON, WA 98055
NOTES AND DETAILS
R-396220
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DATE: OV l
FIELD0.- O 8 - � 7
PAGE: O
DRAWING NO:
DT-02 Z
SHEEr: OF:
20 23