HomeMy WebLinkAboutR-404108i
FRAME AND VANED GRATE
6 s•
OR 24'
ONE A3 BAR HOOP FOR 8' HEIGHT
INCREMENT (SPACED EQUALLY).
SEE NOTE I
RECTANGULAR ADJUSTMENT SECTION
6
PIPE ALLOWANCES
MAXIMUMPIPE
MATERIAL
INSIDE
DUYETER
REINFORCEDORPN
12,
CONCRETE
ALL METAL APE
iS
CPEP',
12•
STD. SPEC 9-0320
SOUD WALLPVC.
STD. SPEC. 9-05.12(t)
IS*
PROFILE WALL PVC.
1S
STD. SPEC. 9-05.12(2)
' CORRUGATED POLYETHYLENE STORM
SEWER PIPE
sFF
NOTES:
♦�tE
7F-e
I AS ACCEPTABLE ALTERNATIVES TO THE RESAR SHOWN
IN THE PRECAST BASE SECTION. FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
99-06.51XSII)I.OR TREE MEPERFOOTHAVISHALLBEUS D A MINIMUM AREA OF
WITH
THE MINIMUAREM REWIRED REB.AR SHOWN IN THE
/
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS- AS AN
i
ACCEPTABLE ALTERNATIVE TO THE RFBAR SHOWN IN
A3 BAR EACH CORNER 1 `
I I
THE RECTANGULAR ADJUSTMENT SECTION, RE MESH
ORE
A MINIMUM AREA OF 0.12 SQUARE INCHES PER
i I
Z
FOOT MAY BE USED
'
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN I H
KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF IN M TO 2fTS
TO 2.SMAXIMUM PROMOSA1S'
/
/
10MINIMUM
MINNUM 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
03 BAR EACH SIDE
'II,,STANDARD
SPECIFICATION 9-013.
3, THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET
q BAR EACH WAY
4 THE FRAME AND GRATE MUST BE WSTALLEO WITH THE
FLANGE DOWN
PRECAST BASE SECTION
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE OF
1H24V OR STEEPER.
43 BAR HOOP
6 THE OPENING SHALL BE MEASURED AT THE TOP OF THE
/ PRECAST BASE SECTION.
/ I T ALL PICKUP HOLES SHALL E GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
a3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
CORNER 18' MIN
STANDARD SPECIFICATIONB
9-20.3 2
B. ALL GRADE RINGS AND CAST SHALL BE SET IN
MORTAR IN ACCORDANCE WITHH STANDARD
SPECIFICATION AND
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 E ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMNED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH
11, ALL MORTARJOINTS SHALL E TRIMMED FLUSH AND
SEE NOTE I REMAIN VISIBLE UPON COMPLETION -
ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE MOTEO, OR4VANG B NOT TO SUIE IWsI
STD. PLAN - 200.00
U PUBLIC WORKS APIiD�
DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 1
DATE
u
BOLT -DOWN SLOT, I 1tr
SEEDETAILAND
=OTE I
f 3W '1
11N'
50*
1
TI
BOLT-0OMRI SLOT DETAIL
L - - - EENOTE 1
TOP M
;ED LETTERING
' I
6'
S
ISOMETRIC 5-
20'
S
6
2a•
Imo- 7R IT EQUAL SPACES
r
T` DIRECTION OF FLOW I 3'
1 5N" MAX if ��
SECTION A SECTION ■
NOTES:
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES. GRATES. AND
COVERS, UNLESS OTHERWISE SPECIFIED PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS THE FRAME SHALL ACCEPT THE SWAT NC x 2' ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY
MANUFACTURER
2 REFER TO STANDARD SPECIFICATION 9.05 ISM FOR ADDITIONAL
REQUIREMENTS
3, FOR FRAME DETAILS. SEE STANDARD PLAN 2N.00.
IMLESS OTHERW6E NOTED.ORAYRNG IS NOR TO SUES IWsl
STD. PLAN - 204.20
URIPUBLIC WORKS RECTANGULAR VANED GRATE WT1
DEPARTMENT GAZ 9/28/2018 I
DATE
Know what's below.
Call before you dig.
CATCH BASIN FRAME AND VANED
GRATE PER STD. PLAN 204.00
RECTANGULAR CR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAXI
MORTAR, mP.). SEE NOTE 5
2W MAK a14-m
FLAT SLAB TOP
4r. W, 60, re. 847.
96'. 120' OR 144•
SEE NOTE 8, TYP
MAX FOR
AI
MAINTENANCE STEPS aR
LAUDER�
L- it (TVA)
�o
`-
T
T 1•MIN.
•0• 2 S MAX
REINFORCING STEEL
RING, IN
MN 7 MAX I
(TYP.I
17
GRAVEL BACKFILL FOR PIPE ZONE
17 SEEDING PEON SECT STD.
SPECIFICATION SECTION 9-03.12(3)
SEPARATE BASE INTEGRALBASE
PRECAST PRECAST WITH RISER
NOTES:
VO STEPS ARE REQUIRED WHEN HEIGHT IS 4OR LESS.
THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE
`;LOPED 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 7
MINIMUM 102.5•MAXIMUM. PROVDEAI.6'MWIMUMGAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
PIPE. AFTER THE PIPE IS INSTALLED. FILL THE CUP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-01.3.
5 ALL GRADE RINGS. RISERS. AND CASTINGS SHALL BE SET
IN MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-0A 3.
6. WHENCONNECTING TOA NEW PIPE USE A FLEXIBLE
CONNECTOR IKOR-WSEAL BOOT WITH CORRUGATED PIP
E
ADAPTER OR APPROVED EQUAL WHEN CONNECTING TO
AN EXISTING PIPE. USE A FABRICATED SANG COLLAR OF
THE SAME MATERIAL AS THE CONNECTING PIPE.
7 MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURERS DIRECTIONS
6 FRAME SHALL E 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
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN BASE
THICKNESS
MAXIMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
48'
4'
8•
IT
8•
51'
4.3'
8'
4r
8'
T
S•
45'
8'
72'
6'
8•
6U•
12'
8a•
S'
12'
7r
12'
95•
r
Z.
84•
1 17
120"
IM
1r
95"
12'
1M'
lr
12'
1M•
12'
PIPE ALLOWANCES
CATCH BASINPIPE
MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CPSSP I
BOLD WALL
PVC I
PROFILE WALL
PVC
AB"
24'
Mr
W
XI'
W
30'
W
36'
W
W
42"
36•
4r
42'
77
Ir
M'
42'AB'
1.
W
51•
6(W
W
4r
48'
BB'
60•
72-
BO'
4B"
48•
120'
88'
84'
60'
4B'
48•
iN'
78'
96'
fXl'
W
W
CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 94DS.201
'STD SPEC. 9051201
' STD. SPEC 9.0512(21
REMAIN VISIBLE UPON COMPLETION
UNLESS OTHERWISE NOTED, DRAWING G NOT TO SCALE (NISI
STD. PLAN - 201.00
PUBLIC WORKS CATCH BASIN TYPE 2
GAZ
- Z 9/28/2018
an
I 17
BOLT -DOWN SLIDT. f '
EE DETAIL VINO yJ W
1E 1 '
_ �U4'
5W
TI
BOLr-0owN SLOT DETAIL
I SEE NOTE 1
TOP \ /� --- - - ----
M
SSED LETTERING
1.
5'
5'
ISOMETRIC 20•
5'
24' S
d EQUAL SPACES � I-- i EQUAL SPACES -+{
I 3'
I SIB• MAX. J T
SECTION A SECTION B
NOTES:
I BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES. AND
COVERS, UNLESS OTHERWISE SPECIFIED PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS THE FRAME SHALL ACCEPT THE SWAT NC x r ALLEN
HEAD CAP SCREW BY BEING TAPPED OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT -DOWN HOES VARIES BY
MANUFACTURER.
2 REFER TO STANDARD SPECIFICATION 9-0515(2) FOR ADDITIONAL
REOUIREMENTS
3 USE ONLY IN SAGS ON VERTICAL CURVES
4 FOR FRAME DETAILS. SEE STANDARD PLAN 20N U0
UN LESS OTHE RWBE NOTED DRAWING IS NOT TO SCALE (WSJ
I
STD. PLAN - 204.30
.D PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL °�
R DEPARTMENT VANED GRATE GAZ 9/28/2018 I
w.m.A.,•.w� DATE
:4
y
4►'4�AM4►�'��
CLEAN SURFACE AND BOTTOM AREA
PROVIDE UNIFORM CONTACT THE Sl1RFACE
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE
-JU-1- SECTION
Immmmrmm���
NOTES:
1 THE COVER DR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATKW OF THE PAVEMENT. GUTTE
R SIDEWALK WHI IT T ESTABLISHED, AN UNTIL I I THEREAFTER N THE IN TC
DITCH. R I S DEWAL IN CH E TO PLACED HAS SEEN A ABL SHED, D U L PERM SSION ERE FTER IS CANE BY E ENGINEER
MORTAR IN PUCE IN ACCORDANCE WITH WSOOTfAPWA STANDARD SPECIFICATION 7.05.3.
2 SHIMS SHALL NOTE USED TO SET FRAME TO GRADE THE USE OF SHIMS IS PROHIBITED
3 A CONTINUOUS LAYER O MORTAR SHALL E PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT
d. ONLY BY APPROVAL OF THE CITY. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR 3$ BOND.
5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR
6 MORTAR SHALL MEET THE REQUIREMENTS OF WSWTIAPWA STANDARD SPECIFICATION 044 3
T PICK I LIFTING HOLES ARE TO E GROUTED WATER TIGHT, USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-20.3(2)
8 MORTAR SHALL E MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS.
9. FRAME SHALL READJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT rTrF
SUFFICIENT LENGTH.
10. ALL MORTARJOINTS SHALL E TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION
un:fssorHERw6E MOTTO. DRAWING Is NOT To:cALE Twill
STD. PLAN - 202.00
UR)PUBLIC WORKS CATCH BASIN INSTALLATION "
DEPARTMENT GAZ 9/28/2018 I
..•,.,,.� DATE
117' LETTERINO
- COLT HIDLES - 3 PLACES
EQUALLY SPACED 12W APART ON
231//6'DA B.0
RENTO
1
-(1) I-DIA PICKHOLE
PLAN VIEW 1 Ud'LETTERING
25" m
L4'
21?
8 3N' J
(TYP )
COVER SECTION VIEW
COVER BOTTOM VIEW
(3., SO SOC (ALLEN HEAD
SS-11 x 1.5 SS RUBBER
WASHER
EON BOLTING DETAIL
26 In• CA
25 116•DIA
IN•OU NEOPRENE GASKET +N• r11r1A
�18
6 ,M'
1 R1Ir
DETAIL
z3 sa' DvL a oPE�
a � OASKET GROOVE
2 5/6 DA,
34 Ire• OU
NOTES:
1 ALL COVERS SHALL E LOCKING LD PER EJ ND. 3717C1
OR APPROVED EQUAL
UNLESS OTH ERWISE NOTED DRAWING 6 NOT TO • SCALE INT51
STD. PLAN - 204.50
PUBLIC WORKS STORM ROUND FRAME AND COVER -
�I� DEPARTMENT (PUBLIC) artin Pastucha6/13/2020
1.�idTRA:mD DATE
5 PER CITY OF RENTON COMMENTS
1700 NW GILMAN BLVD, STE 200 4 PER CITY OF MENTION COMMENTS
ISSAQUAH, WA 98027 3 PER CITY OF RENTON COMMENTS
IVIL
2 PER CITY OF RENTON COMMENTS
PHONE: (42 5) 8 21-5 03 8 1 CONSTRUCTION PLAN SET
NO. REVISION
CUHB OR CURS AND GUTTER
MATCH TOP OF HOOD
TO TOP OF CURB (TYP T
HOOD
ISOMETRIC VIEW
CATCH BASIN
rt.
I �OMTE4
���I 111L/� S'
/ BEE OETAE
/ BELOW
�1 -3V (WIDE SIDE)
'A CATCH BASIN TYPE 1
\-40•(WIDE SIDI
CATCH BASIN TYPE IL
SEE NOTE 1
SECTION A
HOOD
1? M
SEE NOTE 3
29' MIN.
+• MW
ITYP )
201N'
1 tlr MN
DO NOT INSTALL SAFETY BAR I DEBRIS GUARD (TYP.I
20' x 24- VANED GRATE
SEE NOTE 4
I
(7YPJ
FRAME
/
NOTE 2 24 1N• W
N
NOTE OR SLOT FOR
ATTACHING H000 1'!
I
TOP VIEW
FRAME DETAIL
NOTES:
I. THE INLET REQUIRES THE PRECAST CATCH BASIN TO BE ROTATED SO DEGREES SO THAT THE
NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE C UFF
CENTERLINE OF THE PRECAST CATCH BASIN, PLEAS NOTE THAT THE CENTERLINE OF i n_
GRATE IS NOT THE CENTERLINE OF THE PRECAST CATCH BASIN.
2. THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT
MANUFACTURERS- HOW UNITS SHALL MOUNT OUTSIDE CF 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 H000.
3. ATTACH THE HOOD TO THE FRAME WITH TWO 3V• • 7 HEX HEAD BOLTS, NUTS. AND OVERSIZE
WASHERS. THE WASHERS SHALL 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 ACCEPT A 51W • - 11 NC R 7 ALLEN HEAD
CAP SCREW. LOCATION OF BUT -DOWN HOLES VARIES AMONG DIFFERENT MANUFACTURERS
SEE BOLT- DOM DETAIL,
5. ONLY DUCTILE IRON VANED GRATES SHALL BE USED, SEE STANDARD PLANS 21M.W AND 201 311
S. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED
PRODUCT IT 15 NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY
TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING
DETAIL SECTION A
- UNUM OTHERWISE NOTED. DRAWING IS NOT TO S IW54
STD. PLAN - 203.00
PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE
DEPARTMENT IN GAZ 9/28/2018 1
.: DATE
aG BARS @ T SPAGNC.
rmPI
20'x2A', 24' DIAL.
4r DAP, OR W
4r
MA%,
DIAL HOLE
f`
LI z•mPr
12' i
j I'MIN
I"r it T_
21n•MAx
84" or 96" FLAT SLAB TOP
PREFABRICATED LADDER Ir
6T
05 BARS B G" SPACING
I
STEP 9 trz• MA,
2U"X24', 24' D W
W OA. OU 54'
DIAL HOLE
L- 2. (TYP.)
-24'
MIN
8 1' MIN
2 1/2' MA x
TY" FLAT BLAB TOP
Ir MIN,
42' MAX
SPACING
ON
L
VINISARS66'
W MIN. -�
A".24. OR
2a"DIA HOLE
TYPICAL ORIENTATION ECCENTRIC CONE SECTION
(TYP I
FOR ACCESS AND STEPS
6 MIN.
211r MAX
b", B4". or SO' FLAT 8W TOP
a
1K b• 34'
d s• .IE
V. r. 4'. 6', MOR N' ONE a3 BAR HOOP FOR 8•
\��
ll HEIGHT INCREMENT("PA"
l
EQUALLY) SEE NOTE 1
ONE 03 BAR HOOP FOR G' HEIGHT
INCREMENT (SPACED EQUALLY), CIRCULAR ADJUSTMENT SECTION
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
NOTES:
AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF
U.12 SQUARE INCHES PER FOOT MAY BE USED FOR ADJUSTMENT SEC TONS
UNLESS OTHFRWSE NOTED ORAMM IS NOT TO SCALE NR f !
DS STD. PLAN - 204.60
PUBLIC WORKS
MISCELLANEOUS DETAILS FOR
DEPARTMENT
DRAINAGE STRUCTURES'
9/28/2018 I
OAif
TLK
1-6-2023
NEM
SURVEYED:
TLK
9-30-22
NEM
DESIGNED:
NEM
KAL
5-18-21
KAL
KAL
6-17-19
KAL
DRAW"'
TLK
KAL
9-24-18
KAL
CHECKED:
NEAR
BY
DATE
AP P R
APPROVED:
NEAR
25 1N'
29 V4•
BOLT -DOWN HOLE (TYP.I - 58•.
11 NC, SEE DETAIL ANO NOTE 2
O
TOP
RECESSED ALLEN
HEAD GP SCREW
518'-II NCX7
aRAre
WAIM
SECTION BOLT -DOWN DETAIL
SEE NOTE 2
24114' -I
/ � I
i4
�\ /J
SECTION A
EE DETAIL _ ISOMETRIC VIEW
718' 116, \ \
3W \
1
tN"
Noyes:
1 ACC _
1 ATE 24
4 1Ir SEE STANDARD EPLANS EHN 10,20IIAI.20CXFAND21N40GRATESORCOVERS,
1
T- T
15M"
1 COL DOWN LESS O CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES. AND
RS ERE KITH SE ALIGNS .PROM TWO HOLES IN COVE ,UAL ERW9 ED Of O THE
FRAME TFWT ARE VERTICALLY ALIGNED C x THE GRATE OR COVER SLOTS
ME FRAME SKAU ACCEPT THE W-1 I Nr ALLEN HEAD CAP BEING TAPPED. WN HOLES VTFIER APPROVED
BY MECHANISM
ON OF
ARIEC0.EW CV
\ CTURER
21? -+l / 3. OL
REFER TO STANDARD SPECIFICATION 9-05.1512J FOR ADDITIONAL
\ DETAIL REQUIREMENTS
UN LISS OTIf RW ISF MOTFO DRAWING IS NOT TO SCALE ( WSJ
tG
TD. PLAN - 204.00
URIPUBLIC WORKS RECTANGULAR FRAME " 9/28/2DEPARTMENT
PATE
PIPE ZONE BEDDING AND
BACKFILL. SEE NOTE 5 -
FOUNDATION
LEVEL
FOUNDATION MATERIAL
GRAVEL BACKFILL FOR PIPE ZONE BEDDING IWSDOT 9-03.12131)
OR MAINTENANCE ROCK IWSDOT 9-07944))
FLEXIBLE PIPE NOTES:
1 PROVIDE UNIFORM SUPPORT UNDER BARRELS.
2 HAND TAMP UNDER HAUNCHES.
21 DIRECTLY OVER PIPE. HAND TAMP ONLY.
4- SEE STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 249.4 FOR
TRENCH WIDTH
5. PIPE ZONE BEDDING AND SACKFUL MATERIAL SHALL BE PLACED IN V
LOOSE LAYERS AND COMPACTED 1095% MAXIMUM DENSITY.
6. EXCAVATEUNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH
FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOTIAPWA
SPECIFICATIONS SECTION 9-03A 7-
PIPE TYPEMINIMUM
COVER (FTILINE
PUnUCT
N WATE7
ALL
OF THEOWED W ZONE 1
CORRUGATED POLYETHYLENE PIPE (LCPEJ
2A
YES
YES
YES
CORRUGATED POLYETHYLENE APE ICPE)-TRIPLE VIAL
20
YES
VES
YE9
POLYVINYL CHLORIDE PIPE (PVC)
TO
YES
YES
YES
SOLID WALL HIGH DENSITY POLYETHYLENE PPE (HDPE)
20
YES
YES
YES
POLYPROPYLENE PIPE(PPI - DUAL WALL
20
YES
YES
YES
MINIMUM DISTANCE
DIAMETER
BETWEEN BARRELS
12• TO 24'
12
30'T091i
DIAMETER :3
lu. TO 1W.
4r
STD. PLAN - 220.10
♦ PUBLIC WORKS PIPE ZONE BEDDING AND ���4w^5+';
UR DEPARTMENT COMPACTION -FLEXIBLE PIPE artin Pastucha 8/13/20
® EAT[ •'•.ua�u9Mw1uD
SCALE: VERTICAL: -
1988
HOR ZONTAL• NAD D1983/1991 •
N/A CITY OF
RENTON
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
BOLT -DOWN SLOT
SEE DETAIL AND
2112'OA HOLE NOTE 1
apapOQ
OQapa4Q
apdaoaaa
a'�aaQaaaQ
O�aa aaaQ
TOP o
ISOMETRIC
{3N'+ �1117
LT �
T 1
R39'. SEE NOTE 2
SECTION A
I 1? I
4• I'H-.III
IN,
1 II
TI
BOLT -DOWN SLOT DETAIL
SEE NOTE I
r3-
Mr. SEE NOTE 2
SECTION B
5'
NOTES:
317 ^T4'
11
1. BOLT -DOWN CAPABILITY IS REWIRED ON ALL FRAMES
y3•
GRATES. AND COVERS. UNLESS OTHERWISE SPECIFIED,
PROVIDE TWO HOLES IN THE FRAME THAT ARE
VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS
4-
THE FRAME SHALL ACCEPT THE 513•-11 NC I P' ALLEN
HEAD CAP SCREW BY BEING TAPPED. OR OTHER
If_ 314.OA IIOIE
APPROVED MECHANISM. LOCATION OF BUT -DOWN HOLES
VARIES BY MANUFACTURER
12 DA, HANDLE
I ire
2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN
EEICTION C
LIEU OF THE RIB DESIGN
3. REFERTOSTANDARD SPECIFICATION 905AN2)FOR
ADDITIONAL REQUIREMENTS
4, FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD
PLAN 2w .
_
U- ENOT X-OTHERWISD D n - WS{
STD. PLAN G204.1Os
PUBLIC WORKS
RECTANGULAR SOLID
METAL COVER 9/28/2018 I
GAZ
DEPARTMENT
RATE
SEE STANDARD PLANS 110. 110, 1. 110.2. AND 111 FOR PAVEMENT
RESTORATION REQUIREMENTS
SURFACE RESTORATION AS
SPECIFIED IN CONTRACT DOCUMENTS
12• Milt SING PAVEMENT SURFACE
----
- - -
- - - - -
- - -
------
�
D
0
W MN . SEE NOTE 4
O
NEAT LANE TRENCH
-CRUSHED SURFACING TOP COURSE• PER
INSDOT STD SPEC COMPACTED
D
M DENS),
TOPS%OF MAXIMUM DENSITY
TOM%
D
O
'CRUSHED SURFACING TOP COURSE' PER
WSDOT STD. SPEC 903 913), "SANK RUN
GRAVEL FOR TRENCH BACMLL' PER
D
O
WSOOT STD SPEC 903.19, OR 'GRAVEL
BORROW PER WSDOT STD. SPEC 9-0314(1),
COMPACTED TO SS%OF MAXIMUM DENSITY
BENCH AS NEEDED FOR
SHORING SYSTEM WHEN
DEPTH IS C OR GREATER
PIPE
PIPE ZONE SEOOING AND SACKFKL
PER STD. PLANS 220.M AND 220 10 -
SEE NOTE 1
UNPAVEDARE'AS I ►AVm AIQl1$
I
NOTES:
I. SEE WSDOTIAPWA STANDARD SPECIFICATIONS SECTION 2-094 FOR
MEASUREMENT OF TRENCH WIDTH,
2. EXCAVATIONS OVER W DEEP SHALL COMPLY WITH THE SAFETY STANDARD
DESCRIBED IN CHAPTER 296.155 PART N OF THE WAD
3. MAXNIIM SACKFILL DEPTH ABOVE PIPE SHALL NOT E EXCEEDED. AS
DETERMINED BY PIPE MANUFACTURER
4. IN PAVED AREAS. If PPE HAS LESS THAN T OF COVER. USE'CRUSHED
SURFACING TOP COURSE' FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE,
5, SEE CONSTRUCTION PUNS FOR SPECIFIC PROJECT REQUIREMENTS
UNLESS OTTER WISE NOTED, DRAWING IS NOT TO SCAIF ( WSJ
STD. PLAN - 220.20
GAZ 9/28/2018 1
PUBLIC WORKS
\ DEPARTMENT
TYPICAL TRENCH AND BACKFILL
..,..,om DATE
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DEVELOPMENT ENGINEERING
Michael Sippo 06/22/2023 ,O
- •N
SURFACE WATER UTILITY ►�
jfarah 06/22/2023
DATE:
Renton Subdivision 9-30-2022
17018 & 17022106th Avenue SE FlELDBOOK:
PAGE:
Renton WA 98055
� DRAWING N0:
CITY OF RENTON STORMWATER DETAILS SHEET. 9
0R1 9