HomeMy WebLinkAboutR-418826N
0
U
Ln
a-
O
N
N
/
QO
N
/
O
O
O
N
M I.
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-3436-A317AA638878
14*
FRAME AND VANED GRATE
i ONE t13 BAR HOOP FOR 6' HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
S`cti 22,
A�
Ala BAR EACH CORNER
I13 BAR EACH SIDE
#S BAR EACH WAY
i13 BAR HOOP
#3 BAR EACH
GORNER 1 B- M IN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
f PUBLIC WORKS
DEPARTMENT
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
12'
CONCRETE
ALL METAL PIPE
15"
CPSSP',
STD. SPEC. 9-05.20
1Z'
SOLID WALL PVC.
STD. SPED 9-05.1211 j
t5'
PROFILE WALL PVC,
SPEC. 9-05,12(2)
is,STD,
' 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(SI], OR WIRE MESH HAVING A MINIMUM AREA OF
6.12 SQUARE INCHES PER f0OT SHALL BE USED WITH
THE MINIMUM REQUIRED REHAR 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 ADJUSTMF NT SECTKTN, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE U8E5.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 26', KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2' MINIMUM TO 2,5' MAYOMUM- PROVIDE A T.5"
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH.POINT MORTAR IN ACCORDANCE WITH
STANDARO 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.
S. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
T. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-20.3(2),
S. 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
MARUFACTURER'S DIRECTIONS.
10, FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE 11Y
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
It. ALL MORTAR JOINTS SHALL BE TRIMMER FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
ON LF55 DTVIERW!5F NOTED, DRAW INIi IS NOT T9 SCALE (14151
STD. PLAN - 200.00
AP PR
CATCH BASIN TYPE 1 GAZ 9/28/2018
i..... DATE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
4' MIN,
28, MAX. IW MAX.
e
54"- 6W. 72", Be.
9T. 120" OR 144'
CATCH BASIN FRAME AND VANED
GRATE PER STD. PLAN 204 00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION {FWD SECTIONS MAX.]
-MORTAR, MP.I, SEE NOTE S
r FLAT SLAB TOP
SEE NOTE 6, TYP.
15' MAR. FOR
MAINTENANCE11A
S DR
ER � •
rMIN.
ze "02'� hL4X SREINFORCING STEEL. (TYP.)
12'MAX. GRAVEL BACKFILL FOR PIPE ZONE
12' BEDDING PER WSOOT STD.
SPECIFICATION SECTION S-0 .12(0y
INTFGRRL BASF
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.
A. KNOCKOUTS SMALL I4A.VE A WALL THICKNESS OF 2'
MINIMUM TO 2.5" MAXIMUM PROVIDE A 1.5' MINIMdUd GAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
PIPE AFTER THE PIPE PS INSTALLED. FILL THE CAP 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 WFf H STANDARD
SPECI FLCATION 9-04,3.
5. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE
CONNECTOR IKOR•N•SEILL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EQUAL} WHEN CONNECTING TO
AN EXISTING RIPE, USE A FABRICATEO SAND COLLAR OF
THE SAME MATERIAL AS THE CONNECTING PIPE
d, MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS
B. FRAME SHALL BE A17.1USTED 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
46"
4'
61
w
B'
EN'
4.5•
87
4r
r
6EI-
6'
8'
Mr
8'
72"
6'
1 6'
I 60"
t2"
w
S.
12"
7r
t2"
g8"
e'
t2"
ar
t2"
120'
10•
Iz
96'
T2"
144'
12•
12"
lur
T2"
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CPSSP 1
SOLID WALL
PVC
PROFILE WALL
PVC
48'
24•
w
1.
36'
30•
54"
30"
36"
30"
38"
36"
1.
1.
42'
1.42"
42"
1"
42"
54"
42"
1.
46"
04"
54"
so.
54"
46"
40"
96'
50'
72"
Bie"
48"
49"
120'
N'
B4-
6e"
48•
48"
144'
78-
96'
60-
48-
48-
`CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.201
'STD. SPEC. B-05.F20)
' STR- SPEC, B-x:12(2)
STD. PLAN - 201.00
4. PUBLIcwORKs CATCH BASIN TYPE 2 PR
'S1� DEPARTMENT GAZ 9/28/2Q18 I
wd....s.,,.o..", DATE
:45 Al
:45 AI
ASBUILT ROAD DRAINAGE NOTES AND DETAILS
OF
E;DENFIELD (SUMPTER) SHORT PLAT
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
<�*
FRAME AND VANED GRATE
SEE NOTE 4
CLEAN SURFACE AND BOTTOM AREA. L f
PROVIDE UNIFORM CONTACT. THE SURFACE
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA DF THE
ADJUSTMENT SECTION ADJUSTMENT SECTION
I I
I I
I I
� I
BASE SECTION
NOTES;
1. THE COVER OR (4RATINO OF A CATCH BASIN SHALL NOT BE ADJUSTED TO F MAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER.
OFTCH, OR SIDEWALK IN WHICH 1T IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GrVI=N BY THE ENGINEER TO
MORTAR IN PLACE I N ACCORDANCE WITH WSDOTfAPWA STANDARD SPECIFICATION 7-05.3
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE THE USE OF SHIMS IS PROHIBITED.
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT.
4. ONLY BY APPROVAL OF THE C17Y, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y, BOND.
5 BASE SECTION SI-IA1.L BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR.
6. MORTAR SHALL MEET THE RMU IREMENT5 OF WSDOTJAPWA STANDARD SPECIFICATION 94)4.3.
7. PICKY LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD
SPECIFICATION 9.20.3{2].
8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS
9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF
SUFFICIENT LENGTH
10. ALL MORTAR JOINTS SHALL SE TRIMMED FLUSH ANU REMAIN VISIBLE UPON COMPLETION.
UNLESS DTHERWLSE NOTED, DRAWING IS NOTAJ {{ALE (NISI
STD. PLAN - 202.00
Be
PUBLICWORKS °RO
DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018
PATE
1 RECORD DRAWINGS AS BUILT TJS 110/10/22 BJT
DUM RK
BENCHMARK DRAWN:
FOUNDATUM DOMEDIN CONCRETE MONUM NT IN BRASS DOMESS FOUND �INA4X4RK I 0.4 " [:1E�01KE;%:
RK
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. REVISION BY DATE APPR BJT
:45 A
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DocuSign Envelope ID: 6EECF5B6$02A-4E4A-B436-A317AA638878
CURB CR C URB AND GUTTER
MATCH TOP OF HOOD
TOTOP OF CURB (TYP.)
Moo
DO NOT INSTALL SAFETY BAR I DEBRIS GUAR1
➢ 172' MIN.
TYP.I
20" x ZV VANED GRATE
FRAME
ISOMETRIC VIEW
CATCH BASIN
GRATE C[
3"
_ 7SEE DETAIL
BELOYV
34"(WI DE SIDE)
' CATCH BASLN TYPE 1
-40"(WIDE SIDE)
CATCH BASIN TYPE 1L
I
SEE NOTE 1 - H
HOOD
112^ M
HOLE OR SLOT FOR
ATTACHING HOOD -
29' MIN. -
I' M IN.
(TYP )
I 20 1147
SEE NOTE 4
(TYP-I
SEE NOTE 2
(TYR)
rna vlcw
NOTES:
1, THE IRLET REQUIRES THE PRECAST CATCH BASIN TO BE ROTATED 90 DEGREES SO THAT THE
NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO
CENTERLINE OF THE PRECAST CATCH BASIN, PLEASE NOTE THAT THE CENTERLINE OF THE
GRATE LS NOT THE CENTERLINE OF THE PRECAST CATCH BASIN.
2, THE DIMENSIONS OF THE FRAME AN❑ HOOD MAY VARY SLIGHTLY AMONG DIFFERENT
MANUFACTURERS. HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME. THE HOOD MAY
INCLUDE CASTING LUGS. THE TOP OF THE HOOD MAY BE CAST WITH A PATTERN. SAFETY BARS
ARE NOT ALLOWED ON THE HOOD.
3. ATTACH THE HOOO TO THE FRAME WITH IWD 314' + 2' HEX HEAD BOLTS, NUTS, AND OVERSIZE
WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL SEARING
ACROSS THE SLOTS.
4. FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY
ALIGNED WITH.THE GRATE SLOTS. TAP EACH ROLE 70 ACCEPT A 51B' . - 1114C • T ALLEN HEAD
CAP SCREW. LOCATION OF BOLT -DOWN HOLES VARIES AMONG OLFFERENT MANUFACTURERS.
SEE BOLT- DOWN DETAIL,
5. ONLY DUCTILE IRON VANED GRATES SHALL BE USED. SEE STANDARD PLANS 2p420 AND 204.30.
8. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED
PRODUCT IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY
TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING.
DETAIL SECTION A
STD. PLAN - 203.00
%R w PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE R D,
DEPARTMENT INSTALLATION GAZ 9/28/2C118I
DATE
vERnau_ NAw 1
HORRONrAL: NAD 1983 1991
DATU M
CALL BEFORE YOU DIG:
1-800-424-5555
CI TY OF
RENTON
Planning/Building/Public Works Dept.
:45 AN
F. TAL�
O
z
J 1423
ss/DNA L
0/10/20;
V
i
O
V
L
O
Z
C
W
c:
�
N
M
oCN
i
LO
i
O
LO
a-7
N
N
/m
W
U
I-
R-418826
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT ROAD DRAINAGE
NOTES AND DETAILS
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
M
04
u^
Lw-
M
{T-
V J
0
O
TI
C
Q
O
O
O
ILL
Q
J
!Z
~
N
0)
O
T
N
�O
z
DATE
10/10/2022
�
F--
m
0
FlELDB001C
PACE
ORMMNG NO:
�w
SHEET: 26 OF: 47