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BOLTHOLES - 3 PLCS
EQUALLY SPACED 120"
APART ON 23 1/16' (5861
DIA BC (SEE DETAIL)
COVER & FRAME
PLAN VIEW
25' DIA
C6351111] 1'
3/4'251
C19r1r17
8 3/4' 2 1/2'
C222mml 164mml
TYP
COVER SECTION VIEW
26 112' DIA
[67311r1]
25 1/4' DIA
C64111r1] 1 1/16'
1/4' (61m1) DIA C27ror1]
NEOPRENE GASKET
6.
1 7t
C15' 2
roro]
5/8" 23 3/8' DIA CL ❑PEN
C16ro11] [594rm1]
27 5/16' DIA
[694mm]
34 1/8' DIA
COVER BOTTOM VIEW
(3) BLT SOC (ALLEN HEAD)
5/8'-11 X 15 SS
RUBBER WASHER
ALL
BOLTING DETAIL
1/4' 1 1/16'
C 61111]
C27MM]
1/8'
Minn]
[R3nr1]
GASKET GROOVE DETAIL
[8671 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
"SFWFR")
STD. PLAN - 401.1
PUBLIC WORKS SEWER MANHOLE FRAME AND COVER Ei1. 19nedby VRIDEPARTMENT (CITY -OWNED) Martin PastucunaIj z
iLkIU449u 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
MIN
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
URIPUBLIC WORKS PIPE BEDDING APP DEPARTMENT FOR SANITARY SEWERS Martin Pastucha 26/202c
v„or, wan. nfflWWamF Uy8�3449U DATE
NOT TO SCALE ` L I NOT TO SCALE
Know what's belOW.
Call before you dig.
CONNECT
TO MECHANICAL
PER PLUMBING
35
30
25
22
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: 24.94 (8"NW)
IE OUT: 24.94 (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
.�■M
30
MANHOLE CONNECTION SHALL BE CORE DRILLED.
USE CORE N SEAL CONNECTORS OR APPROVED EQUAL.
25
22
C7
LL
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)
RECESSED
LIFT POCKET
3/4" LETTERING "SEWER"
(2) BOLT SOC. (ALLEN HEAD)
5/8" - 11 X 1 5 STAINLESS
STEEL
REF PART #00981177
�---� 1 -3/16"
-1 O-1/2"-�{
5/I
1/4,,,2-1/2"ill
2-1/4"
14" �I
CAST IRON RING AND COVER
Not to Scale
FRAME
1'-(1 ninurTrn 1 -(1"
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
. i PUBLIC WORKS 8" OR 6" CLEANOUT nI,d by
DEPARTMENT FOR SANITARY SEWER MAIN Martin Pastuclia/26/2020
'VQ=,,VM49D DATE
SANITARY SEWER CLEANOUT
NOT TO SCALE
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Civil Engineers
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"eighb°rs
TACO MA • S EATTLE
2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL
001
ASI-001
CJ
9/27/22
DT
SURVEY D'
T.L.
SCALE:
PER SHEET
HOR O VERTICAL
I•AL• N i 19aa 991
DATUM
002
PROGRESSIVE CONSTRUCTION SET
CJ
12/5/22
DT
DESIGNED:
J.N.
003
UPDATES PER CONDITIONS OF APPROVAL
DT
1/27/23
DT
004
GRADY WAY STORMWATER REVISIONS
CW
12/26/23
TS
D� J.N.
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
005
AS -BUILT REVISIONS
AA
03 /26/241
TS
CHECKED:
DT
N 0.
REVISION
BY
DATE
AP P R
APPROVED:
r--i-r----------
�� EX. SEWER MAIN I I I
I i i I PROPERTY LINE
-SPOOL I 1 I ?
(LENGTH AS NEEDED) i 3'-0" MIN
6" SEWER STUB ,' FUTURE 4" SIDE SEWER
\ 2"x 4" STUD MARKING POST PAINTED
t I I I 6" CAP JJJ WHITE WITH THE WORD "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 _1 EXTENDED TO THE TOP OF THE STUD
COUPLING TYP I I I
L_J_L_________J G
( )
e>.� 13
� 1SURFACE CLEANOUT WITH CAST IRON RING AND COVER
10
I (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
1- APPROVED EQUAL, SPECIFY "SEWER" ON LID),
9 CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE 8" IN DEPTH
r r----
----- 1
----------------------r-J r----- ----
-„.
L---J
BEND AS g"
REQUIRED
EXISTING SANITARY _
SEWER MAIN r---2 OR 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 do C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH 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 HDPE - 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 25' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % 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 1102
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-ao6.1
PUBLIC WORKS APP r
INSTALLATION
DEPARTMENT Martin PastUCl�@y26/202
(SEWER MAIN TO PROPERTY LINE) Pb<t�3T U98"64a9D - DATE
SIDE SEWER CONNECTION
NOT TO SCALE
RECORD NOTE 03/26/2024
THESE RECORD DRAWINGS HAVE BEEN
PREPARED BASED ON SURVEY INFORMATION
PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL
WILL BE RESPONSIBLE FOR THE DATA
PROVIDED BY THEM. THE THIRD -PARTY
SURVEYOR WILL BE RESPONSIBLE FOR THE
ACCURACY OF THE ACTUAL LOCATIONS IN THE
FIELD. THOSE RELYING ON THIS RECORD
DOCUMENT ARE ADVISED TO OBTAIN
INDEPENDENT VERIFICATION OF ITS ACCURACY
BEFORE APPLYING IT FOR ANY PURPOSE.
CITY OF
RENTON
(D
Planning/Building/Public Works Dept.
U
T
Ir
n
S-420003 I�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7
WATERSHED APARTMENTS
CONSTRUCTION DRAFT SET
PUBLIC SEWER DETAILS
W
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Q
IZ
a
0
LLI
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DATE:
03/28/2023
MU DBOOK:
PAGE:
Uj
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DRAWING NO:
C6.80
a
SHEEE: OF.
26 48