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5
2", 4", 6-, 12-, OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
6
5�� 10• _ 3FF�OT
Te
#3 BAR EP
#3 E
PRECAST BASE SECTION
#3 BAR HOOP
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
12"
CONCRETE
ALL METAL PIPE
15"
CPSSP",
12"
STD. SPEC. 9-05.20
SOLID WALL PVC,
STD. SPEC.9-05.12(1)
15
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)
15"
' CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9-05.50(9)), 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. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED.
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 FEET.
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 H:24V 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. USE GROUT TYPE 2 FOR
#3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
CORNER 18" MIN. STANDARD SPECIFICATION 9-20.3(2).
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
,.,} IL PUBLIC WORKS
DEPARTMENT
ROOF DS PER
ARCH
6" CAP W/ HOLE DRILLED
FOR DOWNSPOUT
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND
FRAMES.
9. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
l 1. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 200.00
APPR ID:
CATCH BASIN TYPE 1 GAZ 9/28/2018 I :45
Public Works Admi"istrawr DATE
NTS
COR STD PLAN 200.00 - CB TYPE 1
PIEDMONT DS ADAPTER, MODEL #SV
STAINLESS STEEL BRUSHED FINISH
W/ DEBRIS EXCAVATION CLEANOUT OPTION
ROUND INLET ID - 4.625", OUTLET OD - 5.56"
COVER PLATE OD - 7.25"
HEIGHT - 18"
PROVIDE (MIN) 24" SQUARE CONCRETE
ENCASEMENT FROM FACE OF BUILDING TO
8" CENTERED ON DOWNSPOUT CLEANOUT
ADJACENT PAVEMENT OR
LANDSCAPE PFR PI AN
a 2.0' MIN
8'
6$' 90° ELBOW
Lq
d I Op
00
0.5% (MIN)
REMOVABLE 6"-45° BEND
FOUNDATION FOOTING PER PLUG
STRUCTURAL
LOCKING METAL
RING & COVER
61' ' TEE
MODIFIED FOR SHALLOW/WIDE FOOTINGS
CATCH BASIN FRAME AND VANED
GRATE PER STD. PLAN 204.00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAX.)
MORTAR, (TYP.), SEE NOTE 5
4" MIN.
28" MAX.
16" MAX.
FLAT SLAB TOP
48", 54", 60", 72", 84,
96", 120" OR 144"
EE NOTE 6, TYP.
15' MAX. FOR
MAINTENANCE
STEPS OR
LADDER
12" (TYP.)
JMA..
1" MIN"0"
RING 24
2.5"MAFORCING
STEEL, (TYP.)
MIN. 12"
GRAVEL BACKFILL FOR PIPE ZONE
BEDDING PER WSDOT STD.
SPECIFICATION SECTION 9.03.12(3)
SEPARATE BASE INTEGRALBASE
PRECAST
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.
6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE
CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO
AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF
THE SAME MATERIAL AS THE CONNECTING PIPE.
7. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN. BASE
THICKNESS
MAXIMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
48"
4"
6"
36"
8"
54"
4.5"
8"
42"
8"
6D„
5"
8"
48•
1 8"
72"
6"
8"
60"
1 12"
84"
8"
12"
72"
1 12"
96"
8"
12"
84"
12"
120"
10"
12"
96"
12"
144"
12"
12"
108"
1 12"
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CPSSP ,
SOLID WALL
PVC,
PROFILE WALL
PVC,
48"
24"
30"
24"
30"
30"
54"
30"
36"
30"
36"
36"
60"
36"
42"
36"
42"
42"
72"
42"
54"
42"
48"
48"
84"
54"
60"
54"
48"
48"
96"
60"
72"
60"
48"
48"
120"
66"
84"
60"
48"
48"
144"
78"
96"
60"
48"
1 48"
1 CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20)
STD. SPEC. 9-05.12(1)
'STD. SPEC. 9-05.12(2)
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
AolSTD. PLAN - 201.00
PRI
�PUBLIC WORKS CATCH BASIN TYPE 2 PR DEPARTMENT GAZ 9/28/2018 1 9:45
Public Works Adl-t-11 DATE
NTS
COR STD PLAN 201.00 - CB TYPE 2 2
1/2
D
6"-45° (1/8) BEND
d
d
FOUNDATION FOOTING FOOTING DRAIN
PER STRUCTURAL SEE DETAIL
6"SANITARY TEE
MODIFICATIONS ALLOWABLE AS REQUIRED DUE TO
WIDTH OF SPREAD FOOTINGS AND LOCATIONS OF
FOOTING DRAIN
J.
1932 First Ave ��oF W Asyl/ A
Suite 201 4 z��
Seattle, WA 98101
p, 206.725.1211
f. 206.973.5344 �o�Ft /STERN � 7
engineering pIIc WWw•lpdengineering.com SS1ONAL N0.
■ 1 11
f, 2 t,
ROOF DS - SEE ARCH
PLANS AND SPECIFICATIONS
PIEDMONT DS ADAPTER, MODEL #SV
STAINLESS STEEL BRUSHED FINISH
W/ DEBRIS EXCAVATION CLEANOUT OPTION
ROUND INLET ID - 4.625", OUTLET OD - 5.56"
COVER PLATE OD - 7.25"
HEIGHT - 18"
JT FILLER (TYP ALL AROUND WHEN
CONCRETE IS PRESENT)
STORM DRAIN CLEANOUT FLUSH W/
- / FINISHED GRAD
STD CAST IRON COVER FOR PAVED AREAS
CLEANOUT PER COR STD DETAIL 226.00
2.0' MIN
ADJACENT PAVEMENT OR
LANDSCAPE PER PLAN
' I
D _j
PROVIDE (MIN) 24" SQUARE CONCRETE
ENCASEMENT FROM FACE OF BUILDING TO
8", CENTERED ON DOWNSPOUT CLEANOUT
6"-45° (1/8)
BEND
NTS
ROOF DOWNSPOUT W/ CLEANOUT
TTERING
)LT HOLES - 3 PLACES
)LALLY SPACED 120" APART ON
11/16" DIA. B.C.
SKID GROOVE PATTERN
DIA. PICKHOLE
rLAN Vlt:W
25" DIA.
1.
3/4"
2 1/2"
I 8 3/4"
(TYP.)
COVER SECTION VIEW
26 1/2" DIA.
25 1/4" DIA.
NEOPRENE GASKET
1 1/16"
5/8" J I---- 23 318" DIA. CL OPEN
27 5/16" DIA.
34 1/8" DIA.
FRAME SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
5I8"A 1 x 1.5 SS RUBBER
WASHER
EON BOLTING DETAIL
1/4" 1 1/16"
1/8"
R1/8"
GASKET GROOVE DETAIL
II I "
SKID GROOVE PATTERN DETAIL
NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1
OR APPROVED EQUAL.
2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES
WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC
RIGHT-OF-WAY.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.40
URI
PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT (PRIVATE) Aartin Pastuch&/13/2020 8:48
6081M1<D98B440... DATE
Public Works Adm ,,i for
NTS
COR STD PLAN 204.40 - STORM ROUND FRAME AND COVER (PRIVATE)
3
I"HLAI VAUL GUI HIC
9" DIA -� 5/ "
❑ STORM ❑
4"
00O❑
❑❑ q
8-1/8"DIA
10-1/2" DIA
(2) 3/8"-16 SS SOCKET HEAD CAP
15" DIA
(1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) W/WSHRS
ON A 8" DIA BOLT CIRCLE
CAST IRON FRAME AND
COVER, SEE NOTE 3 -
V V
8" CLASS "B"
ASPHALT, SEE NOTE 4
CLEANOUT RISER, SEE NOTE 2
SOIL TIGHT 45" BEND
WYE
SOIL TIGHT
COUPLER
UNDERDRAIN, FOOTING
DRAIN COLLECTOR, OR
ROOF DRAIN COLLECTOR
PIPE, SEE NOTE 1
TO OVERFLOW
STRUCTURE OR
STORM MAIN
PAVED AREA (TYP.)
p^ EXTEND ERISER
DESIGN
2" ABOVE DESIGNSIGN PONDING
ELEVATION OR PER PLAN
a DESIGN PONDING
ELEVATION
4" COMPACTED SAND OR C
GRAVEL BACKFILL FOR DRAINS
PER WSDOT 9-03.12(4) 000.
CLEANOUT RISER,
SEE NOTE 2
IJIIIL IIIII
El
III
II FEIII I
II�IIIIIII
CLFANOUT RISFR L
8-13/16" DIA
u7u��Np�7�i
`L 5 8.
FERNCO GASKETED
QUIK CAP OR SIMILAR
/'�' 4" STREAMBED COBBLES
/ PER WSDOT 9-03.11(2)
I�
U1
=I
I I
aCATFn WITHIN
111l'IT<IA/ \- MECHANICAL PLUG OR
CONTINUED CONNECTION
TYPICAL CLEANOUT CONFIGURATION
NOTES:
1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10.
2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE.
3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1 PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR
"DRAIN".
4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR
AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.
GENERAL NOTES:
1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT
EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN
OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES.
2. ALL FITTINGS SHALL BE SOIL TIGHT.
3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE.
4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
Aomt"
STD. PLAN - 226.00
PR
PUBLIC WORKS ®R0�9rAhedby: DEPARTMENT STORM SYSTEM CLEANOUT Aartin Pastucha 8/13/20 o
11,'WWAZNJW0D DATE
NTS
COR STD PLAN 226.00 - STORM CLEANOUT
SURVEYED: SCALE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 T DESIGNED:
Y OF
CIVIL PERMIT RESPONSE 0/26/2 DRAWN: R E N TO N
ONE INCH DATUM
PERMIT RE -SUBMITTAL 1 12/12/22CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
FLOOR AND CAPILLARY BREAK
PER STRUCTURAL DRAWINGS SLOPE TO DRAIN
AWAY FROM BUILDING
PROPOSED
GRADE
PER PLAN
IN
12 M771
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0 0 6 0_
300 660 0 660
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CONTRACTOR TO PROVIDE
TEMPORARY PROTECTION OF
WASHED ROCK BACKFILL
PRIOR TO PLACEMENT OF
FINAL FILL LAYERS
VARIES
FILL AS REQ
W
co
FOOTING_D_RAIN____
O
TOP SHALL BE A
O
MIN OF 4" BELOW
N
TOP OF FOOTING
N
BUILDING FOOTING &
WALL PER STRUCTURAL
DRAWINGS. WASHED ROCK
DO NOT DISTURB FOOTING 6" FOOTING DRAIN PLACED LEVEL OR
BEARING ZONE WHEN WITH POSITIVE SLOPE TO OUTLET
INSTALLING FOOTING DRAIN
NTS
FOOTING DRAIN
Tl11"1 [-`1111
W ,
u
NTS
FRENCH
DRAIN
8
R-422118
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
J
Michael Sippo 01/27/2023 ''
Q
SURFACE WATER UTILITY
J Farah 01 /27/2023
Im
LINDBERGH HIGH SCHOOL MODERNIZATION
DATE:
16 SEPT
2022
LU
16426128THAVE SE
FFIELDBOOK:
RENTON, WA 98058
PAGE:
DRAWING NO:
DRAINAGE DETAILS
C 2.6
E
W
SHEET: 1 QU
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