HomeMy WebLinkAboutR-409736ASBUILT ROAD DRAINAGE NOTES AND DETAILS
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FRAME AND VANED GRATE
g 5-
ONE #3 BAR HOOP FOR Ir HEIGHT
INCREMENT (SPACED EQUALLY).
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
S�6
E�
't
+tl3 BAR EACH CORNER
N3 BAR EACH SIDE 7✓•
#3 BAR EACH WAY s
PI'tEC %ST BASE SECTION
#3 BAR HDDP
43BAR EACH
CORNER 1W MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PUBLIC WORKS
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE
12-
ALL METAL PIPE
15"
CRSSP'.
12,
STD. SPEC. 9.0520
SOLID WALL PVC,
STD- SPEC- S-05-12111
15,
PROFILE WALL PVC,
STD. SPEC. B-06.1212j
76'
[:C�.RRUGATED POLYETHYJ ENE STORM
P[P'£
N OTES:
1 AS ACCEPTABLE ALTERMATIVESTDTHE RERARSHOWN
IN THE PRECAST BASE SECTION- FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
B 1)5-50PA OR WIRE MESH HAVING A MINIMUM AREA OF
R.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SJiA.LL NDT BE PLACEQ EN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR,560"N 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 2P- KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF2-MFNIMUMTO2.5' MAXIMUM. PROVIDE A 1-5-
MINIMUM GAP BETWEEN THE KNCCKOUT WALL ANO THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECJFICAT10N 9 6 3.
3. THE MAxrMUM DEPTm ftACM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL HE 5FEET.
4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN.
5- THIS PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAYBE SLOPED AT A RATE OF
1 H:24V OR STEEPER.
S- 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
NDWSHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-24.3(2).
B. ALL GRADE RINGS AND CASTINGS 84ALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, ANp
F RAMEs.
9. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10. FRAME SH14LL BE ADJUSTED TO PAVEMENT GkAQE BY
TAPPING UN7rL FRAME 18 FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH A74D
REMAIN VISIBLE UPON COMPLETION.
UNLESS Ot"r Fft15E NOTty, DRAWING 15 Hot 105CALE (NT5}
STD. PLAN - 200.DO
APPR F0
DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018
Pulci wuih AAn,nmwlm DAT I
CATCH BASIN FRAME AND VANED
GRATE PER STD. PLAN 204.00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION FWD SECTIONS MA)0
MORTAR (TYP.j, SEE NOTE 5
4` MIN.
26" MAX,
IV MAX.
FLAT SLAB TOP
48'. 5a'. 61r. 72'. ff;-
98'. 12V OR 14A"
SEE NOTE 5, TYP.
is' MAX. FOR
MAINTENANCE
STEPS OR '
LADDER
-.dL-
12' (fYP.} l
•
1' MIN.
24
RING
b" " MIN
2.5' MAX
REINFORCING STEEL-, (fYP.f
i
_
12' +
12" MAk,
GRAVEL BACKFILL FOR PIPE ZONE
12- BEDDING PER WSDOT STD.
_
SPECIFICATION SECTION 9.03.1203
6'
6'
$EPARATEBASE INTFGRALBASE
PRECAST
ECAST WITH
RISER
NOTES:
1. NO STEPS ARE REOUIRED WHEN HEIGHT IS 4' OR LESS.
2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE
SLOPED TO FACILITATE CLEANING.
3. THE RECTANQULAR FRAME AND GRATE MUST RE
INSTALLED WITH THE PiANGE DOWN. THE FRAME MAY BE
CAST INTO THE ADJUSTMENT sEcrloN.
4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF T
MINIMUM TO2.5" MAXIMUM. PROVIDE A 1.5' MINIMUM GAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
PIPE. AFTER THE P1PE IS INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9144,3.
5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BESET
IN MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9441.
6, WHEN CONNECTING TO A HEW PIPE, LFSE A FLEXIBLE
CONNECTOR IKQR-NSEAL BOUT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EQUAL). WHEN CONNECTrNG TO
AN EXISTING PIPE, I-FSE A FABRICATED SAND COLLAR OF
THE SAME MATERIAL AS THE CONNECTING PPE.
7. MORTAR SHALL BE Mi%EU AND APPLIED PER
MANUFACTURE ITS DI RECTIONS,
B. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITIiA STRAIGHT EDGE OF SUFFICIENT
LENGTH
9. ALL MORTAR JOINTS SHALL TIE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN- BASE
THICKNESS
MAXIMUM
K14OCKOUTSLZE
MINIMUM
DLSTANCE
BETWEEN
KNOCKOUTS
4a•
4-
6"
M.
a"
54'
4.5'
60'
51
B.
48"
8"
7Z'
6-
8`
80-
12"
84'
F
12'
72,
12,
ST
B"
12"
84"
12'
120"
My
IT
N.
12'
144"
12"
V.
10S"
12"
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CPS5P
SOLID WALL
PVC
PROFILE WALL
PVC
46"
24'
31'
24-
30'
30-
54"
34"
35
30'
3V
36,
W.
3G"
42'
317
42'
42"
72'
42'
34-
42'
48"
40"
B4"
54"
611'
S4-
Q.
48,
96"
60'
72'
60-
-06-
48"
121Y
66"
84"
60'
48"
48"
144'
76"
95"
60'
48"
M.
'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. @-05 291
=STD. SPEC. 9-05. 42(11
'STD. SPEC. 9-05-IA21
UC4455 01HF.FLWl5E NOTTO, DRAWING 15 NUT 10 SEALS INN
STD, PLAN - 201,00
„ PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE 2 [7GAZ
3J28/Z018
r��o-� wwti admn,x�n��� R'c.YS
OF
DALPAY SHORT PLAT
A
PORTION OF
THE N.E. 1/4 OF THE S.E. 1/4 OF
SECTION
4, TOWNSHIP
23
N., RANGE 5
E., W.M. CITY OF RENTON, KING
COUNTY,
WASHINGTON
FRAME AND VANED GRATE
CLEAN SURFACE AND BOTTOM AREA,
PROVIDE UNIFORM CONTACT. THE SURFACE
AREA {7F THE SASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE
SEE NOTE 4
ADJUSTMENT SECTION ADJUSTMENT SECTION
I �
I �
� I
� r
BASE SECTION
NOTES:
1, THE COVER OR GRATING OF A CATCH BASIN SHALL HOT BE ADJUSTED TO FINALGRADE UNTIL THE FJNAL ELEVATION OF THE PAVEMENT, GUTTER.
DITCH, OR SIDEWALK IN WHICH IT FS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO
MORTAR IN PLACE IN ACCORDANCE WITH WSDOTIAPWA STANDARD SPECIFICATION 7-05-3-
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRAPE. THE USE OF SHIMS IS PROHIBITED.
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TG PLACEMENT.
4, ONLY BY APPROVAL OF THE CITY, T14E USE DF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND DR x BOND
5, BASE SECTION SHALL BE SEALED TO THE HCTTGM AREA OF THE ADJUSTMENT SECTION WITH MORTAR-
4. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOTlAPWA STANDARD SPECIFICATION 9104.3.
T PICK I 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}
$ MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS
9. FRAME SHALL BE ADJUSTED TO PAVEMEIyT GRADE BY TAPPING. UNTIL FRAME i5 FLUSH WITH PAVEMENT AS DETERMINED WITH A 5TRAICiHT EDGE OF
SUFFICIENT LENGTH.
W. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION
UNLM.QllHLRWIA?4M0, DRAWING 15 NOT TO SCALE LN21
STD. PLAN - 202.00
PUBLIC WORKS RD CATCH BASIN INSTALLATION
DEPARTMENT GAZ 9/2812018 1_
ruelr wvn oemnixi.io, DATE
PLAN VIEW
CB#3 TYPE II-48" 1•-2
1'=2'
1 ASBUILT
NO.
REVISION
n
25174,
29 1IA'
BOLT.DOVJW HOLE (TYP.) - 5I8',
11 NC, SEE DETAIL AND NOTE 2
TOP
RECESSED ALLEN
HEAD CAP SCREW
5I6"-11 NC x2"
GRATE
F R1V1.1E
SECTION (SILT DOWN ULTAIL
SEE NOTE 2
24 VV
SIECT60M A
SEErAIL ISOMETRIC VIEW
DlE
X TIA'
LIB'
1/ �314. �1
1 V4" NOTES:
THIS FRAME JS DESIGNED TC ACCOMMODATE 20'-24` GRATES OR COVERS,
I 4 Fr2` f SEE STANDARD PLANS 204.19. 204,20. 2D4,30. AND 204.0.
Z BOLT -DOWN CAPABILITY IS REOUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE
I L 15 FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
THE FRAME SHALL ACC EPT THE WS`A I NC x T ALLEN HEAD CAP SCREW BY
3r4- ,l BEING TAPPED, OR OTHER APPROVED MECHAH ISM. LOCATION OF
BOLT -DOWN HOLES VARIES BY MANUFACTURER
2 112" 3. REFER TO STANDARD SPECIFICATION 9-05. 15121 FOR ADDITIONAL
DETAIL REQUIREMENTS,
�.
� f
LINLE35 Ct"ERWI3E NOTTp, DRAWING 15 NOT 10 SCALE (NT41
STD. PLAN - 204.00
>~ PUBLIC WORKS °
Rl DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 J
runx w�inaaxnxurxmr DATE
LIFT HANDLE
FRAME AND LADDER OR STEPS
8" SHEAR GATE AND PULL ROD
SEE DETAIL ON THIS SHEET
8" INLET
FROM CB 4
406.29
I E=49C-94
#8 NON GALV. CORRISIVE
RESISTANT MATERIAL
I
I
12"
�z
-I 12i
N
STANDARD LOCKING LID
WITH LOCKING BOLTS.
RIM=444-94 411.39
z 8" ALUMINUM RISER
OPEN END
OVER FLOW EL=497-94 407.29
a a o e o
CB#3
TYPE II-48" OIL/WATER SEPARATOR
SURVEYED:
TSL
DESIGNED:
DSC
DRAWN:
DSC
EN 1/19/21 DID CHECKED:
DD
BY DATE APPR APPROVED:
DD
1'=2'
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
8" OUTLET
TO POND
1 E 446.96 406.29
4 1/2" CLR.
3" X 0.90 GAGE SUPPORT
BRACKET ANCHORED TO
CONCRETE WALL (I
OPEN END
J
-in
FLUWI
�
PIT
C
' OUTSALL To srRF ilF i DUMP No POL.LurAlRs
BOLT -DOWN SLOT
SEE. DETAJL AND
"Ih: OTE 1
TOP
3W RECESSED LETTERING
IsaMIETIITC
24'
7R 8 EQUAL SPACES
DIRECTION OF FLOW
4_
1 &W MAX. -T
NOTES:
1. BOLT -DOWN CAPABJLfTY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO BOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS, THE FRAME SHALL ACCEPT THE 5A8'-11 NC x 2' ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOQ ATIGN OF BOLT -DOWN HOLES VARIES BY
MANUFACTURER.
2. REFER TO STANDARD SPECIFICATION 9-A5.15(2} FOR ADDITIONAL
REGIULREMENTS.
3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.01P.
1I2'
1
fi
1 ii4"
�I
Sf&"
�I
BOLT-I]OWN SLOT DETAIL
SEE NOTE 1
SECTION B
UNLE55 01-MRWISE NOTED. DRAWING IS NDT 19 SCALE INTS}
STET. PLAN - 204.20
� . + PUBLIC WORKS RECTANGULAR VANED GRATE PR
U'1 DEPARTMENT GAZ 9/28/2018 I
rur:x wars aamniuiaior DATA.
Cl TY OF
[;%Rl RENTON
Planning/Building/Public Works Dept.
1Lei WA
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R-409736 `J
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT ROAD DRAINAGE NOTES AND DETAILS
DALPAY SHORT PLAT
DALPAY PROPERTIES, LLC.
4033 N.E. SUNSET BOULEVARD
RENTON, WA 98059
Q
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0-00
00
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TO
70
DATE:
1 1 /19/2021
FIELDBOOK:
PAGE:
DRAWING NO:
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SHEEP: c^ OF: 18
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