HomeMy WebLinkAboutR-404836co
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FRAME AND VANED GRATE
4', W. 12', OR 24'
L ONE #3 BAR HOOP FOR 5' HEIGHT
INCREMENT {$PACED EQUALLY).
SEE NOTE I
RECTANGULAR ADJUSTMENT SECTION
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NO
-S BAR EACH CORNER
I
#a BAR EACH SIDE
#3 BAR EACH WAY -4
PRECAST BASE SECTION
43 BAR HOOP
93 BAR EACH
CORNER 1B- MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
Admtk
PUBLIC WORKS
DEPARTMENT
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CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM CONTACT. THE SURFACE
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AREA OF TNP- BASE SECTION MUST BE
QMORTARED
TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION
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PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCEDORPI-AIN
12,
CONCRETE
ALL METAL PIPE
16,
CPSSP'-
12'
STD -SPEC. 9-CE20
SOLID WALL PVC.
STD. SPEC. 9-05.12{1.j
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
945SN9)), OR WIRE MESH HAVING A MINIMUM AREA OF
9-12SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. VARE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATVE TO THE REBAR SHOWN IN
THE RECTANGULAR AfMLISTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAYBE USED.
2, THE KNOCKOUT DIAMET✓=R 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
OUT310E OF THE PIPE AFTER THE PIPE IS INSTALLED,
FILLTI-E GAP WITH JOINTMORTAR IN ACCORDANCE WITH
STANDARD SPECEFICATI ON 9-04.3
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE S FEET.
4. THE FRAME AND GRATE NWST BE INSTALLED WITH 7WE
FLANGE DOWN.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE -OF
141:24V OR STEEPER
S. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST13ASE SECTION.
7. ALL PICKUP HOLES SHAH HE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED- USE GROUT TYPE 2 FOR
NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATLGN 9-20.3(21•
8. ALL GRADE WIMus AND GASTIHG5 SHALL BE SET 1N
MORTAR IN ACCORDANCE WITH STANDARD
SPECIRCATION SA4.3 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.
1D. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
It. ALL MORTAR JOI NTS SHALL BE TRIMMED FLUSH AMC)
REMAIN VISIBLE UPON COMPLETION.
VNLE55 OTHERWISE NOTED, DRAWING IS NOT TU SG4LE MTSI
STD. PLAN - 200.00
APPR ;1:
CATCH BASIN TYPE 1 GAZ 9/28/2019
wx: wins •enonirxa DATE
FRAME AND VANED GRATE
SEE NOTE 4
ADJUSTMENT SECTION
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NOTES-
1. THE COVER OR QRATING OF A CATCH BASIN $HALL NOT BF ADJUSTED TO FINAL 13RADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER,
DFTCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAIa BEEN ESTA841SHED. AND UNTIL PERMISSION THEREAFTER IS GIVEN BY Ti-IE ENGINEER TO
MORTAR IN PLACE IN ACCORDANCE WITH WSDOTIAPVVA STANDARD SPECIFICATION 7-05.3.
2 SHIMS SHALL NOT BE USED TO SET FRAME TO GRACE. THE USE OF SHIMS IS PROHIBITED
3- A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT R INGS AND BRICKS PRIOR TO PLACEMENT
4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BONG Oftx BOND
5 BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WFfH MORTAR.
6. MORTAR SHALL MEET THE 1RECVIREMENTS OF WSOOTIAPWA STANDARD SPECIFICATION 9414.3.
7- PLCK1 LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NOtt-SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD
SPECIFICATION 920.3{2y,
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 DETERMAED WITH A STRAIGHT EDGE OF
SUFFICIENT LENGTH.
10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION.
a PUBLIC WORKS CATCH BASIN INSTALLATION
DEPARTMENT
UNLESS DTHERWISr NDTF n, [1RAMrgU IS NRTTO SCALE (NT
STD. PLAN - 202.00
PP4 ,
GAZ 9/28/2018 1
G
Pdlc IAbl. l4dnr.:o rtu' U?.T t
BENCHMARK
FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN �" BRASS PIN
DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE
0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017)
HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11)
NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30
ASBUILT ROAD DRAINAGE NOTES + DETAILS
OF
FOREST TERRACE PLAT
A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
4'MIN.
28' MAX. Jr RAAPD
ad', 54'. 60'. 72'. 84'.
96". 12V OR 144" -
1S". FOR
MAINTEKAMCE
$ OR
CATCH BASIN FRAME AND VANED
GRATE PER STD. PLAN 2D4.DD
RECTANGULAR OR C IRCULAR ADJUSTMENT
SECTION {TWO SECT1014S LEAX. i
- MORTAR, (TYPA SEE NOTE 5
FLAT SLAB TOP
SEE NOTE 6. TY P.
JPARATE
NOTES:
1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.
2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY 8E
SLOPEO 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
PEP£ AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
)DINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.1
5, ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET
IN MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3-
B, WHEN CONNECTING TO A NEW PIPS USE A FLEXIBLE
COHNECTOR (KOR.WSEAL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED ECUAL). 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.
B. 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
487
4'
9,
361
S'
54"
4.5'
B'
42'
:T
60"
51
B'
4B'
B'
rr
6'
S'
60"
12"
84'
81
12"
72"
i2"
12"
M'
t2"
12D"
W,
12'
99,
T2"
144"
12"
12,
----
T2"
PIPE ALLOWANCES
CATCH BASIN
PIPE: MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
c..cRETE
ALL METAL
CPSSP'
SOLID WALL
PVC,
PROFILE WALL
PVC,
fie"
iA"
30"
24'
30"
30,
54"
3U"
39,
31N
36"
36'
50"
36,
47"
36'
42'
42'
72"
42"
54^
42"
48'
48"
64"
54"
SU"
54"
4d"
46"
K'
w
72'
8LF'
48'
4B'
12�
66"
64"
5f1"
4$"
A8-
144'
TL1'
96"
BW
4W
4$"
' CORRUGATED POLYETHYLENE STORM SEWER PIPE {STD. SPEC. 9A5.20y
'STD. SPEC, 9-05 1211I
'STD, SPEC, 9-05. 12L21
UN LESS OTHER W ISF NOTED, BRA WING 15 NOT TO SC AL E (W51
STD. PLAN - 201.00
PUBLIC WORKS CATCH BASIN TYPE 2 PR
DEPARTMENT CaAZ 9/28/2018
1 I RECORD DRAWINGS AS BUILT
Me
REVISION
TJS 1/12/22 BJT SURVEYED:
DESIGNED:
TJS
DRAWN:
TJS
CHECKED:
BJT
BY DATE APPR APPROVED:
BJT
SCALE:
CURB CR CURB AND GUTTER
MATCH TOP OF HOOD
TOTOP OF CURB gTVP.}
HOOD
ISOMETRIC VIEW
CATCH BASIN
GRATECL
3"
_ 7
SEE DETAIL
BELOW
t 1
- 34" {WIPE SIRES
CATCH BASIN TYPE 1
+ -41'" WIDE SIDE)
- I
CATCH BASIN TYPE 1l
SEE NOTE 1
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
4000
112, M
1 VrMIN
L SAFETY BAR 1 DEBRIS GUARD {TYP
4' VANEOORATE
FRAME
HOLE OR SLOT FOR
ATTACHING HOOD -
29' MIN
1' M IN.
(fY?. i
20 1+A'
24 114" MINFl
SSE NOTE A
(-r P-)
SEE NOTE 2
ITYP-) i::
TOP VIEW
NOTES:
THE INLET REQUIRES THE PRECAST CATCH BASIN TO HE 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 IS NOT THE CENTERLINE QF THE PRECAST CATCH BASIN.
2, THE DIMENSIONS OF THE FRAME AND 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 HOOD TO THE FRAME WITH TWO 314" ■ 2' HEX HEAD BOLTS, NUTS, AND OVERSIZE
WASHERS. THE WASHERS ENALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING
ACROSS THE SLOTS
4- FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY
ALIGNED WITH THE GRATE SLOTS. TAP EACH HOLE TO ACC EFT A 19W x - 11 NC + 2" ALLEFA HEAD
CAP SCREW- LOCATION OF BOLT -DOWN HOLES VARIES AMONG DLFFERENT MANUFACTURERS
SEE BOLT- DOWN DETAIL.
5. ONLY DUCTjLE IRON VANED GRATES SHALL BE USED. SEE STANDARD PLANS 264.20 AND 204.3D.
R. THIS PLAN IS INTENDED TO SHDW 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-
HEIGHT
4' MIN. TOP OF GRATE
SEE NOTE a
FRAME
f
DETAIL SECTION A
VNLE55 MHE$WISE NOTED. BRAWING 15 NoT TU SCALE (Nit' 1
STD. PLAN - 203.00
PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE R
DEPARTMENT INSTALLATION GAZ 9/28/2018 1
...... HATE
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
41
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2/ 7/2
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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LL 00
DATE-
ASBUILT ROAD DRAINAGE NOTES + DETAILS 2/7/2022 m
FOREST TERRACE PLAT �8001' �Oo
PULTE GROUP, INC DRAWING NO: w
3535 FACTORIA BLVD S.E., #600 oc W
BELLEVUE, WA 98006 SHEET: 56 OF' � Q