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FRAME AND VANED GRATE
Zp" 2po
5 S+
6" OR 12"
ONE #3 BAR HOOP FOR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
- ice_
D°
#3 BAR EACH CORNEF
#3 BAR EACH SIDE
#3 BAR EACH .....
PRECAST BASE SECTION
#3 BAR EACH CORNER
18" MIN
#3 BAR HOOP
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
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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.
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 9-04.3.
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 9-04.3.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
STD. PLAN - 200.00
+ PUBLIC WORKS CATCH BASIN TYPE 1
`6 DEPARTMENT
�csN tO� MARCH 2O08
4" CONCRETE THICK -
SIDEWALK AND RAMP
SECTION A -A
CURB END SIDEWALK RAMP TRANSITION
NOT TO SCALE
6'
- MATCH PROPOSED SURFACE
4" HMA CL. 1/2"
2" CRUSHED SURFACE TOP COARSE
4" CRUSHED SURFACE BASE COARSE
COMPACTED SUBGRADE
CONSTRUCTION NOTES AND DETAILS
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
HANDHOLD
RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
O GROUT, TYPICAL (SEE NOTE 5)
FLAT SLAB TOP
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48', 54', 60", 72", 84" OR 96'
MORTAR (TYP.)
n
STEPS OR
LADDER
>
MORTAR FILLET `v
�
REINFORCING STEEL (TYP.)
12"
GRAVEL BACKFILL FOR
PIPE ZONE BEDDING
T
z6"
6"
a
SEPARATE BASE
INTEGRAL BASE
CAST -IN -PLACE
PRECAST WITH RISER
"O" RING
iz <
GRAVEL BACKFILL FOR
6"= PIPE ZONE BEDDING
oc°
SEPARATE BASE
PRECAST
CATCH BASIN DIMENSIONS
CATCH
BASIN
DIAMETER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KNOCKOUT
SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASE REINFORCING STEEL
Inz/fL IN EACH DIRECTION
SEPARATE BASE
INTEGRAL BASE
48'
4"
6"
36"
W
0.23
0.15
54"
4.5"
8"
42"
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"
0.39
0.29
96'
8"
12"
84"
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 Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9 05.20)
Standard Specification 9 04.3. (D (Std. Spec. 9-05.12(1))
(Std. Spec. 9.05.12(2))
+ PUBLIC WORKS CATCH BASIN TYPE 2
STD. PLAN - 201.00
DEPARTMENT
�NZO MARCH 2O08
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASIN
DIAMETER
CONCRETE
ALL
METAL
CPSSP
tD
SOLID
WALL
PVC Q2
PROFILE
WALL
PVC(D
48"
24"
30"
24"
27"
30"
54"
30"
36"
30"
27"
36"
60"
36"
42"
36"
36"
42"
72"
42"
54"
42"
36"
48"
84"
54"
60"
54"
36"
48"
96"
60"
1 72"
60"
36"
48"
RA WING
96 BARS @ 7" SPACING
24" DIAM., 48" DIAM. \\-
OR 54" DIAM. HOLE
2" (TYP.) I-
12'
T MIN.
1/2" MAX.
84" or 96" FLAT SLAB TOP
#5 BARS @ 6" SPACING
24" DIAM., 48" DIAM.
OR 54" DIAM. HOLE
z" (TYP; �--
�L 1" MIN.
2 112" MAX.
72" FLAT SLAB TOP
#4 BARS @ 6" SPACING
20" x 24" OR i
24" DIAM. HOLE
r 2" (TYP.)
1" MIN.
2 1/2" MAX.
48", 54", or 60" FLAT SLAB TOP
TYPICAL ORIENTATION
FOR ACCESS AND STEPS
21 I
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v
,- 48" MIN.
1
ECCENTRIC CONE SECTION
12" (TYP.)
12"
PREFABRICATED LADDER
1 J
P=f
I!STEP
34"
5 1
6" OR 12"
�NE #3 BAR HOOP01-
ONE #3 BAR HOOP FOR 6" 4"
TWO #3 BAR HOOPS FOR 12"O S'
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 PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD. PLAN - 204.60
DEPARTMENT DRAINAGE STRUCTURES
�IV20 MARCH 2O08
- 2' f
6" MIN
3/4"-1 1/2" WASHED GRAVEL
- 6" MIN
WRAP INFILTRATION TRENCH W/�
FILTER FABRIC TOP AND SIDES 2' WIDE
-
6" PERFORATED FRENCH
a DRAIN FOR SIDEWALK SECTION
C5 NOT TO SCALE
Q Q
Q 4 4 4 4
\OOOC
000c
ADVANCED PRODUCTS AND
SYSTEMS CASING SPACER
OR APPROVED EQUAL
r12" STEEL CASING PIPE
r-6" PVC PIPE
SIX EVENLY SPACED
HOLES ON 10 318" BOLT
CIRCLE FOR BOLTING TO
FLANGE CONNECTION.
-.t
LU
O
--- --- -
SEE NOTE 5
L LINE
-^-
FRONT _ - SIDE _ _ MAXIMUM OPENING OF GATE
HANDLE WITH LOCK PIN.
C� a
ADJUSTABLE LOCK HOOK WITH LOCK SCREW.
0
LIFT HANDLE SHALL BE ATTACHED PER
1" ROD OR TUBING, VARIABLE LENGTH. MANUFACTURER'S RECOMMENDATIONS.
LIFT HANDLE
NOTES;
1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED.
2. GATE SHALL BE 8 IN. DIAM. UNLESS OTHERWISE SPECIFIED.
3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS.
4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK
FASTENED TO FRAME OR UPPER HANDHOLD.
5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE.
6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE.
7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT.
8. FLANGE MOUNTING BOLTS SHALL BE 3/81N. DIAM. STAINLESS STEEL.
9. ALTERNATE CLEANOUTISHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL
SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 318 IN. BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION.
ti� o STD. PLAN - 237.30
PUBLIC WORKS FROP - T - SHEAR GATE DETAIL
DEPARTMENT MARCH 2O08
CASING SPACER OR APPROVED EQUAL
SPACED ONE EVERY 6 FEET
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�G
END VIEW VOID SPACE SIDE VIEW
NOTE:
USE ADVANCED PRODUCTS AND SYSTEMS, INC,
CASING SPACERS AND END SEALS OR APPROVED EQUAL
STEEL CASING DETAIL
NOT TO SCALE
FILTER FABRIC211 3" PERVIOUS (POROUS) CONCRETE
PAVEMENT (1/2"-3/4" AGGREGATE)
2" THICK OF 1/2- AGGREGATE
A MINIMUM OF 6" OF FREE DRAINING
SUBGRADE (NO COMPACTION) 1"-2" WASHED ROCK
TYPICAL PERVIOUS PAVEMENT SECTION
NOT TO SCALE
NOTE- THE POROUS CONCRETE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 10 INCHES PER HOUR IMMEDIATELY AFTER THE
PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER ARE POURED ONTO
THE PAVEMENT SURFACE ALL AT ONCE FROM A 5-GALLON BUCKET. IF NOTHING BUT A SCANT AMOUNT OF WATER PUDDLES OR RUNS OFF THE SURFACE, THEN
THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. IF THIS TEST IS NOT CONCLUSIVE, THEN A 6-INCH RING SEALED AT THE BASE TO
THE PAVEMENT SURFACE SHALL BE USED TO MEASURE THE ACTUAL RATE OF ABSORPTION.
1 SAD
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
P� R RENTON HOTEL PERMIT #U15008433
�F W A Sy1
�6
' P ENGINEER:
BARGHAUSEN CONSULTING ENGINEERS
24661 18215 72ND AVENUE SOUTH
S ��1 S T E ��� (425)251-6222KENT, WA 2
AL
(425)251-8782 FAX
07/26/2019 CONTACT: DAN BALMELLI
Q-G,HA�S
1,P
Q�
`T�HG ENGINr'tG
AS -BUILT
"CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY BARGHAUSEN CONSULTING ENGINEERS, AND MAY
INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD
CONDITIONS AS DETERMINED BY ME (ALI SADR) OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 07-26-2019."
SIGNATURE: �► X ^ oZ C� d f
ei
CITY OF RENTON
COMMUNITY AND ECONOMIC DEVELOPMENT
CONSTRUCTION NOTES AND DETAILS
DESIGNED AS
DATE 09/14/2015 FILE NO.
DRAWN M B
CHECKED AS SCALE N/A FIELD BOOK PAGE_
APPROVED C11 20
DIRECTOR OF PUBLIC WORKS SHEET OF
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