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DocuSign Envelope lD 345B681D-914F-4F20-AB59.7C19203B78A3
DocuSign Envelope ID. 7CDD88BC-C843-439E-9366-C6DBBOF8BB87
DocuSign Envelope ID 345B681D.914F-4F2D-AB59-7C192D3B78A3
DocuSign Envelope 10 345B68l D-914F4F2D-AB59-7CI92D3B78A3
DocuSign Envelope 10 345B681D-914F4FZD-AB59-7C192D3B78A3
0
CN
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I,�
Q
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J
U_
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586nn)
DIA BC (SEE DETAIL)
RENTO
O
SEWER ti
... �. PP
COVER & FRAME
PLAN VIEW
25' DIA
[635nn17/4'
r251n'
n]
8 3/4' 2 1/2'
[222nn1 [64nn1
TYP
COVER SECTION VIEW
COVER BOTTOM VIEW
(3) BLT SOC (ALLEN HEAD)
5/8'-11 X 15 SS
RUBBER WASHER
BOLTING DETAIL
26 112• DIA
[673nn1
25 1/4' DIA
I1/4' 1 1/16'
641nn] t t/16'
1/4' (6-) DIA Ir (27nn1 [6nn) r C27nn)
NEOPRENE GASKET .1
6. [152nn1 [3nnl
-! (R3Bnn]
1161,Iml 23 3/8r594A �L OPEN
IA
GASKET GROOVE DETAIL
27 5/16' D
(694nn1
34 1/8' DI
67nnA
[ 8 7 NOTES
FRAME SECTION VIEW 1 ALL FRAME AND COVER ASSEMBLIES SHALL HAVE
A LOCKING LID PER EAST JORDAN IRON WORKS
INC PRODUCT No 00371572 OR EQUAL.
2 USE FRAME AND COVER FOR SANITARY (SPECIFY
_�:TLTJ
"SEWER")
STD. PLAN - 401.1
PUBLIC WORKS SEWER MANHOLE FRAME AND COVER _ -/
DEPARTMENT (CITY -OWNED) Martin PaStUCTI-d26/20z
lkl{11DU-LL9U DATE
DocuSign Envelope ID: 6EECF586-602A4E4A-B436-A317AA638878
ONE #3 BAR HOOP FOR V HEIGHT
INCREMENT (SPACED EQUALLY).
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
E
'L0 �
#3 BAR EACH CORNER
SFFN�
�oTF„
#3 BAR EACH SIDE 1J•' �✓
03 BAR EACH WAY
PRECAST BASE SECTION
#3 BAR HOOP
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
12*CONCRETE
ALL METAL PIPE
15"
CPSSP•,
tY
STD. SPEC. 945,20
SOLID WALL PVC,
STD. SPEC. 9.0612(t)
15'
PROFILE WALL PVC,
STD. SPEC. 9.05.12(2)
15'
' CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1 AS ACCEPTABLE ALTERNATIVES TO THE RESAR 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
D.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 V MAXIMUM. PROVIDE A 1.57
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.
I 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
S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE OF
1H-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 1W MIN STANDARD SPECIFICATION W20.3(2).
8 ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 904.3. 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
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION.
ALTERNATIVE PRECAST BASE SECTION UNLESS OIHERWISF NOT[0, DRAWING IS NOT TO SCALE (NISI
STD. PLAN - 200.00
• PUBLIC WORKS APPq E0.
DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 I
DATE
1 12:'
:45 A
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 IT Phone: (509) 674-7433
BOLTHOLES - �3 PLC` EOUALLT SPACED 120'
APART ON 23 1/16' (586PIP1)
DIA B.0 ESEE DETAIL-'
COVER & FRAME
PLAN VIEW
1 1 1
t-
'
l = I
COVER SECTION VIEW
COVER BOTTOM VIEW
3) BLT 'MC (ALLEN HEAD)
5/8'-11 X 1-5 SS
RUBBER WASHER
BOLTING DETAIL
26 1/2' DIA
C673mmJ
25 1/4' DIA
1641nrgl
Itirvn1 I -
'4' (61yn) DIA C27r1 '
1
1OPRENE GASKETIf
1�
1
=, 78' j
C16nnl
._ 3 3/8' DIA CL OF�'EN
- 1594nr11
GASKET GROOVE DETAIL
27 T./16' PIA
C69i4MMJ
4 1/8' DIA_
_
E.TI• rn NOTES'
FRAME SECTION VIEW I-
ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No, 3717C1 OR EQUAL.
2
USE FRAME AND COVER FOR STORM (SPE'T Y
"DRAIN" ON COVER), SANITARY (SPECIFY
,•-F'NEP-'). OR WATER (`_?.PF(-IF',' "11VATFF,.
STD. PLAN - 401
•
PUBLIC WORKS
DEPARTMENT MANHOLE FRAME
PPRD
AND COVER GAZ 9/11/2019
DATE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-8436-A317AA638878
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.
1E MAX.
FLAT SLAB TOP
48-.54- ST 7r. BP.
96', 120" OR 1 N'o
SEE NOTE 6, TYP,
IV MAX. FOR
MAINTENANCE
STEPS OR
LADDER
�-
1r RYP.1
�e
I-
1 MIN.
2.6' IN
REINFORCING STEEL
O" RING MIN.
1r
12' MAX.
(TYP-)
GRAVEL BACKFILL FOR PIPE ZONE
1T BEDDING PER WSDOT STD.
SPECIFICATION SECTION 9-03.1213)
8'
6'
SEPARATE BASE I ASE
PRECAST
PRECAST WITH RISER
NOTES:
1 NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' GR 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" PROVIDE MAXIMUM. PROVIDE A 15' 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 RING6, 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 PIPEUSE 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.
• PUBLIC WORKS
DEPARTMENT
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN. BASE
THICKNESS
MAXIMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
4r
4-
6•
36'
8'
Sr
4.5"
8"
42"
r
48"
r
7r
61
8•
8D"
12'
1.
6
lr
7r
12'
9V
8'
1r
84'
tr
120•
Io'
IT
96-
12'
t44'
12"
Ir
109"
12'
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CP39P'
SOLID WALL
PVC
PROFILE WALL
PVC
1.
1.
3V
24'
30'
1.
54"
1.
36"
30,
36'
36"
1.
36"
42"
36'
42'
42.
72'
42"
1.
42•
48,
48"
1.
54-
6V
1.
48•
1.
96'
60•
72"
60'
4W
1.
120'
1 66"
84'
60•
48•
1 48"
144"
7V
96,
W
48•
48"
' CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC, 9-05 20)
' STD. SPEC. 9.0SA2(I)
' STD. SPEC. 9-05.12(2)
CATCH BASIN TYPE 2
I
UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE tNTS)
STD. PLAN - 201.00
PR
GAZ 9/28/2018 1
DATE
:12 P
:45 A
RECESSED
Not to Scale
LIFT POCKET
FRAME
u I�
3/4" LETTERING "SEWER"
1 -0
DIAMETER
II SEWER ®
(2) SOLT SOC. (ALLEN HEAD)
5/8" - 11 X 1 5 STAINLESS
E_, o a IT
STEEL
REF PART #00981177
0
1-3/16"
T
SEE NOTE 3
10-1/2"
SAND OR
EXPANDABLE
=
FOAM
T
2-1/4"
BOLT DETAIL
1�- 14"
4,5
(1/8) BEND
CAST IRON RING AND COVER
G�
P�
,0
J�
�O
P' PIPE MATERIAL AS SPECIFIED
C?� BY THE ENGINEER
45' (1/8) BEND
NOTES,
1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC
No 3698 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY
2 IN UNIMPROVED AREAS. POUR A 8" THICK, 3'-0' SQUARE
CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER
3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106
STD. PLAN - 403.1
.p PUBLIC WORKS 8" OR 6" CLEANOUT
DEPARTMENT FOR SANITARY SEWER MAIN Martin PastUCtW26/202
w EMIT
DocuSign Envelope ID: 6EECF586-602A-4E4A-B436-A317AA638878
BOLT DOWN SLOT. I ilr
SEE DETAIL AND
NOTEI
3N'
1 1,14"
TI
I I
I I
BOLT -DOWN SLOT DETAIL
L _ _ _ SEE NOTE'
&F RECESSED LETTERING
ISOMETRIC
I 12:!
NOTES:
1 BOLT -DOWN CAPABILITY IS REWIRED 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 51W-11 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 15(2) FOR ADDITIONAL
REQUIREMENTS
3- FOR FRAME DETAILS, SEE STANDARD PLAN 204.00.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.20
• PUBLIC WORKS °q0
OM
DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 1
DATE
6 REVISED PER ASBUILT SURVEY
z 5 REVISIONS PER FIELD CONDITIONS
4 REVISIONS PER FIELD CONDITIONS
�.Q 38375 cy� 3 REVISIONS PER CITY COMMENTS DATED 612312021
o`r`S ONASL 2 1 REVISIONS PER CITY COMMENTS DATED 410712021
N0. REVISION
CP
0411712024
SURVEYED:
SDM
CP
0911512023
DESIGNED:
NEAP
CP
0912812022
CP
0710112021
pRAwN. TLK
CP
0410812021
CHECKED:
EDM
BY
DATE
APPR
APPROVED:
CJA
:45 N
rW (SEE NOTE 7)
LIMITS
OF PIPE ZONE
6"
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
/ j:
/jj . /%
O.D.
of
PIPE
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95X MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS
5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
OF THE STANDARD SPECFICATIONS
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED
7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 405
PUBLIC WORKS PIPE BEDDING
DEPARTMENT FOR SANITARY SEWERS Martin Pastuch&/26/202
r�Dseea.wu DATE
DocuSign Envelope ID 6EECF5B6-602A4E4A-B436-A317AA638878
�.
FLow
OUTFACE
IO STREAM
DUMP
MO POLLU
TA MS
`BOLT -DOWN SLOT.
SEE DETAIL AND
NOTE 1
1'
5'
5"
5'
2V
5'
5'
24"
j
4 EQUAL SPACES -1 Imo- 4 EQUAL SPACES - 1
T I I I 3'
T S'8• MAX. J
SECTION A SECTION B
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 WW-11 NC R 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 M5.15(2) FOR ADDITIONAL
REQUIREMENTS.
3 USE ONLY IN SAGS ON VERTICAL CURVES.
4 FOR FRAME DETAILS, SEE STANDARD PLAN 204.00.
UNLESS OTHERWISE NOTE D. DRAWING IS NOT TO SCALE (NTSI
STD. PLAN - 204.30
• PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL
KPPROWD.
DEPARTMENT VANED GRATE GAZ 9/28/2018 1
DATE
SEE NOTE 1
1 12
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NOTE
CITY OF RENTON LOGO SHALL
ONLY BE USED ON THOSE
LIDS WITHIN CITY OF RENTON
RIGHT-OF-WAY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
Know what's below.
Call before you dig.
ti C TY OF
RENTON
Planning/Building/Public Works Dept.
:45 m
r-T-r -1
�EX. SEWER MAN
i i I I I PROPER LINE
SPOOL
(LENGTH AS NEEDED) 1 3'-0" MIN •"�(
II c
6" SEWER STUB I ' FUTURE 4" SIDE SEWER
r�
2'K 4' STUD MARKING POST PAINTED
!\ CAP WHITE WAIN THE WORD 'SEWER' STEHCIL(I-
`SEWER MAN TEE X 6" TEE i I W IN 3" HIGH BLACK LETTERS AND /6 WIRE
SIDEWALK I WRAPPED AROUND THE STUD AND
' ' ' EXTENDED TO THE TOP DF THE STUD
I I I I I
ILL
t �.A COUPLING (TV) L_J_L._________J �
3 6"X6'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVE,,
(EAST APPROVED EQUAL. SPECIFN IRON KY "SEWER- ONO LID).
OR
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
I E CONCRETE PAD TO SE 8'IN DEPTH
rr--------- I l
---I T
BEND AS 1� g"
REWIRED
/EXISTING SANITARY
/ SEWER MAIN -a
---2 01L 41N SLOPE
1\\ `FUTURE i SIDE SEWER
t \ 6' SEWER STUB 6'x6-X6' WYE IFUTURE 6"N 4" REDUCER
1 SEWER MAN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A VITRIFIED CLAY MAIN - CUT IN A NEW PVC -TEE' USING -STRONG-BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
8 CONCRETE MAIN - CUT IN A NEW PVC "TEE' USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC t C900 PVC MAIN - CUT R4 NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL)
0. DUCTILE IRON MAUL - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "IEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EOAL).
F HOPE - CORE-DRILLEO WITH A ROMAC SADDLE 'INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER
G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND USE XOR-N-SEAL BOOTS OR APPROVED EQUAL
1NOTES
O R 0 TO INSTALLATION OF A SANITARY SEWER STUB. A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SMALL HAVE A MINIMUM i APPROVED Y THE P 2 SLOPE UNLESS OVER B E PUBLIC WORKS INSPECTOR
4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102
5 T-1E SIDE SEWER STUB SHALL HAVE PIPE BEDaNC IN ACCORDANCE 0-Ii STANDARD PLAN 405
A `.rWTR STUBS SHA..L RF -: =rALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUBPLAN-406.1
PUBLIC WORKS INSTALLATION `APP
DEPARTMENT Martin PastucbliV26/zoz
(SEWER MAIN TO PROPERTY LINE) , DAB
DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB34329FFEOC108
121LETTERING
BOLT HOLES-3 PLACES
EQUALLY SPACED 120' APART ON
23 1116" DIA. B.C.
RENTON�
0
DRAIN
(1) 1- DIA PICKHOLE
PLAN VIEW 1114"LETTERING
2s DIA
I:a•
L-I 211r
E` (TYP.I'1
COVER SECTION VIEW
26 1tr CIA
25 U4' Ohl
1F4' DIA NEOPRENE GASKET
� 78'
n
I I
518' au ..o ., �,. ..L OPEN
27 5116" DIA.
34 VV DIA.
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
5 _I I x 1-5 SS RUBBER
WASHER
EON BOLTING DETAIL
NOTES:
1 ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717CI
OR APPROVED EQUAL
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - Z04.50
• PUBLIC WORKS STORM ROUND FRAME AND COVER
DEPARTMENT artin PBstucha8/13/2020
(PUBLIC) ppspmr�p
. �;C�:;,-Ah.P6.'14.4D DATE
1 8:48
6]6
•
w
14
R-411512
S-411504
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Q
0
DATE: LLJ
SKYHORSE SHORT PLAT 0611712024 Cry
PR17- 000438 PAGE:FIELDOOK:
ASBUIL T AGEI O
DRAWING N0:
CONSTRUCTION DETAILS 22587
SHEET: 14 OF:
`-' J