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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
ALL 90 TURNS SHALL BE ACCOMPLISHED
BY MEANS OF A WYE WITH CLEANOUT AND
4" BEND AS REQUIRED (NO GREATER
45 BEND TWO 45' BENDS SHALL NOT BE
THAN 45' BEND) EVERY 2NO CHANGE
4" CLEANOUT WYE WITH
ACCEPTABLE (SEE NOTE 11)
IN DIRECTION OR GRADE WILL REQUIRE
45 BEND AND PLUG
A CLEANOUT WYE (SEE NOTE 11)
I
(SEE NOTE 11)
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HOUSE
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HOUSE gl HOUSE
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3 -0" MIN
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4 SEWER PIPE I
SVRFACE CLEANOUT
4" SURFACE
v
(TYPICAL)
6"x 6"z6" WYE
EANOUT
CL4"WYE
4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407)
E
4" TEST TEE WITH AND 3 MINIMUM LINE SIZE FOR
WITH
PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6R
0 W LINE
_
OUT
(TYPICAL) I -
R 0 W LINE
3' MIN
6"x 4" REDUCER
N
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N
(TYPICAL)
x MAIN SEWER
LINE
x ^
X
z
IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION
i(4"
cOF
THE NEXT UPSTREAM MANHOLE COVER OF THE
PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
o
ZDEVICE
SUCH AS CLEAN CHECK EXTENDABLE
BACKWATER VALVE OR APPROVED EQUAL SHALL BE
DINSTALLED
u4"
FLEXIBLE COUPLING (FERNCO OR EQUAL)
Z
9
WSURFACE
CLEANOUT
m
4"x 4"x4" WYE
PIPING
PLAN
BUILDING DRAIN FOR
LOW ELEVATION HOUSE
MAIN TO 5 FEET
R 0 W LINE
ROW. LINE TO CLEANOUT
MAX.
SIDE SEWER
BUILDING SEWER
BULDING
STUB
DRAIN
3 FEET MIN [--
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BUILDING SEWER
INSTALLATION
CALL 811 BEFORE YOU DIG
or go to
www callbeforeyoudlg org
NOTES
1 PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION, A
SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT.
2 FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS IN ADVANCE
THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT
SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE
ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME DO NOT
BACKFILL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
3 SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SDR 35 WITH RUBBER
GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE PUBLIC
WORKS DEPARTMENT
4 A MINIMUM GRADE OF 2% (1/4" PER FOOT) MUST BE MAINTAINED
WITH A 4" PIPE IN THE EVENT A 2% GRADE CANNOT BE MAINTAINED
WITH THE APPROVAL OF THE PUBLIC WORKS INSPECTOR, THE
CONTRACTOR MAY INSTALL A 6" DIAMETER SIDE SEWER AT NO LESS
THAN 11G
5 INSTALL SIDE SEWER WITH 2' MINIMUM COVER 18" COVER IS ALLOWED
AT THE HOUSE IF OUTLET IS SHALLOW
6 ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE BEDDING IN
ACCORDANCE WITH STANDARD PLAN 405
7 WHENEVER FEASIBLE, THERE SHALL BE A MINIMUM 5 FOOT
HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL
OTHER UTILITIES
8 SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN THE
TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANQUT
AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH
WATER TO THE TOP OF THE RISER PIPE NO LOSS OF WATER SHALL
OCCUR FOR A PERIOD OF 10 MINUTES. THE SIDE SEWER MAY BE
CONNECTED TO THE BUILDING FOLLOWING THE SUCCESSFUL
COMPLETION OF THE LEAK TEST
9 THE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE INSTALLED PER
STANDARD PLAN 4061 THE CLEANOUT AT THE BUILDING SHALL BE
INSTALLED TO SURFACE GRADE ALL OTHER CLEANOUTS SHALL BE
INSTALLED TO WITHIN 12" OF THE SURFACE
10 IF SIDE SEWER STUB IS NOT AVAILABLE THE OWNER SHALL BE
RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 4061
ALL WORK WITHIN STREET RIGHT-OF-WAY SHALL BE DONE BY A
LICENSED AND BONDED CONTRACTOR
11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC
RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2
12 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE
WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA)
TYPICAL BUILDING SEWER r��.,,g STD. PLAN -406.2
PUBLIC WORKS 5880ft1FD986449D
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DEPARTMENT FROM PROPERTY LINE TO artin PastuCiJW26/2021
BUILDING CONNECTION r.a, DATE
7J
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0425.8273063 F 425.827.2423
1 12:
NW 1/4 SECTION 17, TOWNSHIP 23 N, RANGE 5 W, W.M.
BA SSA NO MUL TI=FA MIL Y
ZURN® SPECIFICATION SHEET
Z1188 TAG
LARGE CAPACITY OIL INTERCEPTOR
Dimensional Data (inches and [ mm ]) are Subject to Manufacturing Tolerances and Change Without Notice
LEX HEAD SET SCREW—
EEMOVE SCREWS TO USE
TT HANDLES, REPLACE
SCREWS ONCE COVER IS
N PLACE AND HANDLES
ARE REMOVED.
INLET G= WIDTH OF BODY OUTLET
Flow Rate
GPM[L]
Min
Inlet/
Outlet
Size
Water
Capacity
Gal. [L]
App.Wt.
Lbs.
[Kg]
No.
of
Covers
Dimensions In Inches
C
D/E
F
G
J
L
75 [284]
3 [76]
65 [246]
332 [151]
1
22-3/4 [578]
18-1/2 [470]
36 [914]
28-5/8 [727]
6-7/8 [175]
25-3/4 [654]
100 [379]
3 [76]
1 110 [306]
432 [196]
1
27 [686]
23 [584]
42-3/4 [1086]
33-5/8 [854]
11-3/8 [289]
30-1/8 [765]
125 [473]
3 [76]
1 150 [568]
780 [354]
2
30-1/8 [765]
24-1/2 [622]
49-1/4 [1251]
40 [1016]
12-7/8 [327]
36-5/8 [916]
7350[13725]6
[127]
460 [1741]
1438 [625]
2
41 [1041]
36 [914]
71 [1803]
51-3/8 [1305]
23-3/8 [594]
56-5/8 [1438]
[127]
660 [2498]
1840 [835]
2
46-1/4 [1175]
39-5/8 [1006]
80 [2032]
58-3/8 [1483]
27 [686]
65-5/8 [1667]
[152]
860 [3255]
2180 [989]
2
50-1/2 [1283]
43-7/8 [1114]
87 [2210]
63-5/8 [1616]
30-3/4 [781]
74-1/8 [1882]
400 1514
6 152
1090 4126
2536 1150
3
54-1/4 1378
47-5/8 1210
94 2388
67 1702
34-1/2 876
79-1/8 2009
450 [1703]
6 [152]
1275 [4826]
2816 [1277]
3
55-1/4 [1403]
48-5/8 [1235]
100 [2540]
72 [1829]
1 35-1/2 [902]
85-3/8 [2168]
500 [1893]
6 [152]
1435 [5431]
2970 [1347]
3
57-1/4 [1454]
51-5/8 [1311]
104 [2642]
74 11880]
38-1/2 [978]
88-3/8 [2245]
ENGINEERING SPECIFICATION: ZURN Z1188
Large capacity Acid Resistant Coated interior and exterior fabricated steel oil interceptor, with bronze cleanout plug and visible double wall
trap seal, removable combination pressure equalizing/flow diffusing baffle and sediment bucket, horizontal baffle, adjustable oil drawoff and
vent connections either side. Complete with secured, gasketed, non-skid cover with removable lift handles and flow control fitting. Regularly
furnished with inlet and outlet in high position.
OPTIONS (Check/specify appropriate options)
PREFIXES
Z Acid Resistant Coated Fabricated Steel*
SUFFIXES
-E Acid Resistant Coated interior and exterior fabricated steel extension section. (Specify 'C' Dim. required) for
recessed installation.
-HD Heavy-duty traffic cover rated at 10,000 Ibs [4536 kg.] maximum load. An incresed 'C' dim. is required when -HD
option is specified. (See -HD option specification sheet)
-K Anchor flange 1-3/4 [44] down from top and 2 [51] wide. A 3 [76] minimum extension height is required when
-K option is specified.
-KC Anchor flange 1-3/4 [44] down from top and 2 [51] wide with clamp collar. A 3 [76] minimum extension height is
required when -KC option is specified.
__ __-PW Plug wrench
* Regularly furnished unless otherwise specified.
Zurn Industries, LLC I Specification Drainage Operation
1801 Pittsburgh Avenue, Erie, PA U.S.A. 16502 Ph. 855-663-9876, Fax 814-454-7929
In Canada I Zurn Industries Limited
3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 - Ph. 905-405-8272, Fax 905-405-1292
www.zurn.com
1
CITY COMMENTS O4.16.21
YLP
05.24.24
2
CITY COMMENTS 7.3.24
YLP
08.23.24
3
CITY COMMENTS 9.10.24
YLP
09.19.24
N0.
REVISION
BY
DATE
Rev. J
Date: 08/21/14
C.N. No. 131407
Prod. I Dwg. No. Z1188
YLP
SURVEYED:
DJC
YLP
DESIGNED:
YLP
YLP
DRAWN:
GLB
CHECKED:
YLP
AP P R
APPROVED:
YLP
DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
r—I r--r----------
, EX. SEWER MAIN I I I
I I I I
l PROPERTY LINE
SPOOL I 1 1 Z I
I I 1 I
(LENGTH AS NEEDED) 3'-0' MIN
1 I I O I
6" SEWER STUB FUTURE 4" SIDE SEWER
1 I I - w•i1;..
I I I
1 I I I
1 I I I
SEWER MAIN TEE X 6" TEE j
SIDEWALK i l
�\ I 1 1 1[ J
` COUPLING (TYP ) IL—JI —IL .......... >Q 13
I
0
II
x
I"
_ I 1
---�
BEND AS 8"
REQUIRED
/// ` 2"x 4" STUD MARKING POST PAINTED
6" CAP J WHITE WITH THE WORD "SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE 8" IN DEPTH
EXISTING SANITARY
SEWER MAIN —2 0% MIN SLOPE
\ 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 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 SIOE 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 % 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 - 406.1
• PUBLIC WORKS INSTALLATION
DEPARTMENT Martin PaStUCh V26/202
(SEWER MAIN TO PROPERTY LINES D98B449D
r, W.I.,e,"M,n.na DATE
1 12:
S-417604
R-41761 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
AIII IL
Michael Sippo 10/07/2024
WASTEWATER UTILITYiIIIII'
jstowell10/08/2024 '
SCALE:
DATE:
VERTICAL: NAVD 1988
83/1 • BASSANO MULTI -FAMILY 11.20.20
AS NOTED HORIZONTAL: NAD 193/1991 o O T Y OF
STANDARD STORMWATER DETAILS AND NOTES FIELDBOOK:
RENTON PAGE:
ONE INCH L�TUM • DRAWING NO:
AT FULL SCALE aw'4,v Planning/Building/Public Works Dept. 117 WELLS AVENUE S Ci 1 0
IF NOT ONE INCH
SCALE ACCORDINGLY RENTON, WASHINGTON 98057
11=
: OF:
10 20
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DRS PROJECT NO. 20070