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BDLTHOLES - 3 PLCS
EQUALLY SPACED 120"
APART ON 23 1/16' (586mm)
DIA BC (SEE DETAIL)
COVER & FRAME
PLAN VIEW
25' DIA
[635mm] 1"
3/4'25mm7
C19mm7
8 3/4' 2 1/2'
[222mm] 164mm]
TYP
COVER SECTION VIEW
26 112' DIA
E673mm]
25 1/4' DIA
[641mm] 1 1/16'
1/4' (6mm) DIA [27mm7
NEOPRENE GASKET
6"
[15f mm]
5/8' 23 3/8' DIA CL OPEN
C16mm] C594mm]
27 5/16' DIA
C694mm]
34 1/8' DIA
COVER BOTTOM VIEW
3) BLT S❑C (ALLEN HEAD)
5/8'-11 X 15 SS
\ RUBBER WASHER
BOLTING DETAIL
1/4'
[6mm] 1 1/16'
[27mm3
1/8'
C3mm]
CR3mm]
GASKET GROOVE DETAIL
[B67mm) 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
"SEWER")
STD. PLAN - 401.1
URI
PUBLIC WORKS SEWER MANHOLE FRAME AND COVER DEPARTMENT (CITY -OWNED) Martin PastucNa-1 zoz
,,1,}{Ik3449U.. DATE
SEWER MANHOLE FRAME AND COVER
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) -�
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
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 95% 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 SPECIFICATIONS
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
VRI
PUBLIC WORKS PIPE BEDDING
A'P "° DEPARTMENT FOR SANITARY SEWERS Martin PastuCha/26/202
n„eu. w"..*Rp[A�FlJ9H13449L) DATE
NOT TO SCALE �` J NOT TO SCALE
QjR
Know what's below.
Call before you dig.
CONNECT
TO MECHANICAL
PER PLUMBING
30
25
22
r
C�
w
SSCO #3
N: 175923.46
E: 1300644.07
RIM: 31.94
IE IN: 25.14 (8"NE)
IE OUT: 25.14 (8"SE)
SSCO #1
N: 175906.52
E: 1300654.93
RIM: 31.73
IE IN: 24.74 (8"NW)
IE OUT: 24.74 (8"SW)
SSCO #1A
N: 175895.01
E: 1300646.15
RIM: 31.67
IE IN: 24.45 (8"NE)
IE OUT: 24.45 (8"SW)
SOUTH PROPERTY WEST LINE
EX SEWER MANHOLE
N: 175873.92
E: 1300602.94
RIM: 30.83
IE IN: 23.49 (8"NE) USE INSIDE DROP CONNECTION
IE OUT: 20.98 (8"SW)
35
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AMEN
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�■■SENSE
on
30
MANHOLE CONNECTION SHALL BE CORE DRILLED.
USE CORE N SEAL CONNECTORS OR APPROVED EQUAL.
25
22
CD
H
0+00 0+50 0+94.12
FINISHED GRADE AT SEWER CENTER LINE
EXISTING GRADE AT SEWER CENTER LINE
SEWER PROFILE
SCALE: 1" = 20' (H)
1" = 10' (V)
0511212022
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•
Civil Engineers
sln,�nalEngineers
Landscape A,chltecls
1
PERMIT
REVISION
2
PERMIT
REVISION
3
PERMIT
REVISION
Community Planners
O Land Surveyors
(a oil
Ne ighbors
T A C O M A • S E A T T L E
2215 North 30th Street, Suite 300, Tacoma, WA 98403
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101
253.383,2422 TEL
206.267.2425 TEL
N 0
REVISION
DSEWER'S
RECESSED
LIFT POCKET
3/4" LETTERING "SEWER"
(2) BOLT SOC. (ALLEN HEAD)
5/8" - 11 X 1 5 STAINLESS
STEEL
REF PART #00981177
I I 1-3/16"
5/I
_T1-1/g„
2-1/4"
1213/4"��
CAST IRON RING AND COVER
Not to Scale
FRAME
1 r-nr' Ill ALIT Trf'� 1 r_nr.
45' (1/8) BEND
OR
DABLE
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
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
PUBLIC WORKS 8" OR 6" CLEANOUT ne Y
DEPARTMENT FOR SANITARY SEWER MAIN Martin PastuCtij/26/2020
M 9D DATE
SANITARY SEWER CLEANOUT
NOT TO SCALE
JN
3/18/22
DT
SURVEYED:
T.L.
JN
4/25/22
DT
DESIGNED:
J.N.
JN
5/12/22
DT
DRAWN:
J.N.
CHECKED:
DT
BY
DATE
AP P R
APPROVED:
r--1-r----------
�� EX. SEWER MAIN
l PROPERTY LINE
SPOOL I I I Z
(LENGTH AS NEEDED) i S-O" MIN
6" SEWER STUB i i �:+ FUTURE 4" SIDE SEWER
I I ` 2"x 4" STUD MARKING POST PAINTED
TiORD "SEWER" STENCILED
SEWER MAIN TEE X 6" TEE i i i i I IN 3" HIGH BLACK LETTERS AND #6 WIRE
SIDEWALK i z WRAPPED AROUND THE STUD AND
`\ I I I I J EXTENDED TO THE TOP OF THE STUD
` COUPLING TYP I I I i
( ) L_J_L---------� a
13
I 5"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
O (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
1 4 APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE 8" IN DEPTH
--------------T-J r-____--_-i.
L-__J
BEND AS 8"
REQUIRED
EXISTING SANITARY _
SEWER MAIN r2 07, MIN SLOPE 3
FUTURE 4" SIDE SEWER
\\-6" SEWER STUB 6"X6"X6" WYE FUTURE 6"x 4" REDUCER
SEWER MAIN 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).
B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED NTH A ROMAC SADDLE
(OR APPROVED EQUAL)
D. DUCTILE IRON MAIN - 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 "TEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HOPE - CORE -DRILLED 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 KOR-N-SEAL BOOTS OR APPROVED EQUAL
NOTES.
1 PRIOR 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 SHALL HAVE A MINIMUM 2 7 SLOPE UNLESS APPROVED BY THE 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 110 2
6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUB STD. PLAN -406.1
PUBLIC WORKS APP
INSTALLATION
URI DEPARTN Martin PastuChOV26/202
(SEWER MAIN TO PROPERTY LINE) 8E38k8J FD98844u J -
rom,c w"rw, ,wmmi"r.m, DATE
SIDE SEWER CONNECTION
NOT TO SCALE
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~
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havezz 05/17/2022
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SCALE: DATE W
VERTICAL: 1 1988
PER SHEET HORIZONTAL 1 1983/1991 WATERSHED APARTMENTS 03/18/2022 =
® CITY OF CIVIL CONSTRUCTION PERMIT U)
('.*" IRENTON FlELDBOOK: fr
PAGE
vul• DRAWING NO: W
ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. PUBLIC SEWER DETAILS
IF NOT ONE INCH C6.80
SCALE ACCORDINGLY SHEET: OF:
26 46