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PORTION OF GOVERNMENT LOT 1, SEC. 32, T24N, R5E, W.M.
4" BEND AS REQUIRED (NO MORE ALL 90' TURNS SHALL BE
THAN 45- BEND). EVERY 2ND 4" CLEANOUT WYE WITH ACCOMPLISHED BY MEANS
CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG. OF A WYE AND 45BEND.
WILL REQUIRE A SURFACE w w w TWO 45' BENDS SHALL NOT
CLEANOUT WYE. ? ? ? BE ACCEPTABLE.
uJLu PROPERTY LINE
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EL
HOUSE HOUSE HOUSE 6'-0"
o FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
i 3 -0" MIN. I _
4" SEWER PIPE Z
4" SURFACE (TYPICAL) 2"x 4" STUD SERVICE MARKER PAINT
4" SEWER PIPE, SEE NOTES 2 AND 3. TEE WITH 6" SIDE OUTLET UPPER PORTION WHITE ANS STENCIL ON
a b CLEANOUT >_
4" TEST TEE WITH MINIMUM LINE SIZE FOR OTHER THAN �
WYE SIDE WORDING "SEWER" WITH 3" HIGH
PLUG FACE UP SINGLE FAMILY 1S 6" 0_
1 PROPERT4.
Y LINE WYE WITH OP PLUG UT Li
IK (TYPICAL) PROPERTY LINE p BLACK AROUND THE RSTUD S. NAND EXTENDED EDATOEDHE
6' MIN. co m m d
TOP OF THE STUD.
c0 ca ca 6"x 4" REDUCER o
z z z (TYPICAL) Z
n n 6" SIDE SEWER AND BUILDING SEWER
w MAIN SEWER LINE w w w
TYPICAL BUILDING SEWER INSTALLATION PLAN
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
X FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF
It
o THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND
Z SEWER SYSTEM, A BACKFLOW PREVENTION DEVICE SUCH C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED
o AS CLEAN CHECK EXTENDABLE BACKWATER VALVE OR
APPROVED EQUAL SHALL BE INSTALLED.
n m Z -4" SOIL PIPE
� u, 4" CALDER COUPLING
4" CALDER COUPLING o
Z D_ OR EQUAL TO FIT o c0 v o OR EQUAL TO FIT
o n? SURFACE CLEANOUT 6O ALLOWABLE MAX.
SURFACE CLEANOUT 4"x 4"x4" WYE "
m a"x 4"x4" WYE m FOR CAST IRON PIPE
a" PIPING 4" PIPING OR DUCTILE IRON PIPE.
PLAN -4"x 4"x 4" TEST TEE
BUILFFORDLING OW DHOUISE �? w FACE UP AND PLUGGED 1:3:5 MIX
-4" NIPPLE
0 3 CONCRETE
zw -6"x 4" REDUCER BLOCKING
0 6" COUPLING TO FIT END 6" PIPE N �•
NOTES: �� Z M� � \,N
265
1. Prior to installation of a sanitary sewer connection, a side -sewer permit must be w z -REMOVE 2"x4" STUD AND CAP OR PLUG CIO 2� MIN SLOPE
purchased from the City of Renton Putdlc Works Department. O m ON END OR EXISTING 6" SEWER PIPE. AND -' ' _
d INSTALL BUILDING SEWER COUPLINGS, HORIZONTAL
2. Types of pipe and fittings that can be used for sanitary sewers shall be approved to REDUCER, TEES, AND BENDS AS REQUIRED. 6" SIDE OUTLET TEE
by the Department of Public Works. Rubber or neoprene gaskets as specified by the III
manufacturer, shall be used on joints. SEE SIDE SEWER DETAIL DWG BR39, SEWER MAIN
PROPERTY LINE /SEWER 3. A minimum grade of 2R (1/4" per foot) must be maintained with 4" pipe. In the zSP PAGE 8078 6" MIN. MAIN
event a 2% grade cannot be maintained, the owner must grant a grade release to the 0 � W3 6" PIPING TO 6'-0"
City and then can Install 6" pipe at a grade of 1X w BEYOND PROPERTY LINE
of N 6" SIDE OUTLET TEE CONCRETE BLOCKING ANGLE
4. For Inspection of side sewer, call 24 hours in advance. The Inspection phone <d O I I SEE NOTE 6 SEWER MAIN TYPICAL SIDE SEWER ELEVATION
number is on the side sewer permit. Site must be ready for Inspection and O to OF TEE AT MAIN OVER 25
representative on site when Inspector arrives at appointed time. Side sewer and stub d PLAN
shall be tested per City specifications. Make the connection at the house. Do not BUILDING ELEVATION
backfill the ditch until approval is given by the inspector. Final approval will be granted
after the existing septic tank has been pumped out and filled with sand. --11—- SEWER
INSTALLATION
5. Install side sewer with 2' minimum cover. 1B" cover is allowed at the house if
outlet is 'hollow.
5. If side sewer stub Is not available. The owner shall be responsible for Its
Installation. The side sewer shall be a minimum of 6" In size. If tee Is not available,
the main sewer line must be tapped thru a cast from saddle. All work within street CALL FOR LOCATIONS BEFORE YOU DIG
right-of-way shall be done by a licensed and bonded contractor. 48HR LOCATORS 1-800-424-5555 NOTE:
7. All work shall be accomplished in accordance with the Washington Industrial Safety UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
and Health Act. (vnsHA) A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
B. All trench restoration for aide sewers In the public rlght-of-way shall conform to THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
the most current trench restoration requirements as shown on dwg. /HR-23.
9. All building sewer and side sewers shall have bedding in accordance with drawing
- TYPICAL BUILDING SEATER -
BW16C or BRos as applicable. SIDE SEVER (PROPERTY LINE)
10. There shall be a minimum 10 foot horizontal separation between sanitary side TO E =ING CONNECTION STANDARD SIDE SEWER INSTAL�TION
sewers and water services and a minimum 5 foot horizontal separation between �T�r1��TT ��1R �V
sanitary side sewers and gll other utilities. IId3TALLATION PL/fi�
(SEVER MAIN TO PROPERTY LINE)
ADOPTED ,_p ADOPTED
CiTT or RQnw \, C1'TT DF zmum
+ � 1• ♦� I�
STANDARD FLANS STANDARD PLANS
LOT DA'� 12/96 _ /'� in um 12/n
PON
10 17 9 Edited note. DCV AG
pp REVISION DWG. NAME: BR35 SP PAGE: BO82 nA� RFNM W RV DWG. NAME: BR39 SP PAGE: B078
LOC
K—BLOCK-�,€
WEIGHTS &SIZES
%L STANDARD HALF STANDARD IBENCH HALF BENCH
A ROk 4--,,, 3 0L f ARPROX. 21€�1t s APPROk s1100LI X _ A 11t, i s€ t[
, Z'`3¢- : J. ✓.` :. 71
a .
FULL FLAT TOP HALF FLAT TOE T -,,�A
� CX. �I ENS 3RdT CN�E�1C
APPROX.. 4 1101-8S ArPRtiX,, 2I-SOLB
�.,4
TRANISMON CAP FLAT CAP TAPER.
APPROX 3500LBS , A" OX. 2160LBS AP� R _)Y 21I50LF1S
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FLAB` TOP TRANS. LEFT & RIGHT BENCH TRANSITION WEDGE
APPPDX4 3 1"S APPROX. zW_LRS 1 —
J.
-CROSS BEAM -CROSS BEAM
* AU LOCK$ HAVIF A SFVEN STRAND D LIFTING LOOP _;AST IN THE M.-IDOEE OF THE BLOCK
DIMENSIOP45, SHOWN ,ARE NOMPAAL
C0 T LT LIRA LO—rK, INC,FOR ADDITIONAll- INFOMA:TTOW 1- 0-377-387
FUL
BLC
7.38'
U LVIJ r\
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LATI O N
STANDARD
f
10"
I 9" I
I
8„ 1 2.
15-4"
SECTION A -A
5„ I
8 14„
1 F 2„
SECTION B-B
CAST IRON RING AND COVER
NOTES:
1. ALL CLEANOUTS SHALL BE INLAND FOUNDRY CO. INC. No. 247.
2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND
COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36.
FULL BLOCK
29.5"
L
29.5"
SANITARY PIPE RUN THROUGH "ULTRABLOCK" WALL DETAIL.
NTS
4"
6 INCH OR 8 INCH
CLUNOUT
ADOPTED
CrT: of FADRM
\ fix STANDARD FLANS
- LOT DATA: W76
M. NAME: 04/2003 SP PAGE: BW18B
RE DONS
DESCRFMN DATE APPRaYID
[r l APT D D EZ(R9 1SLly OO
7000 NE 40TH AVE, D-3, VANCOUVER WA 98661
SIZE DWD NO. REV
SCALE SHEET
PRIVATE STREET P2 C5.95
S•333019
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CALL BEFORE YOU DIG 1-800 424-5555'
RECOMMENDED FOR APPROVAL Incorporated
10230 NE Points Drive, Suite 400
By: Date: 140 Kirkland, Washington 98033
Phone: (425) 822-4446
By: FAX: (425) 827-9577
Internet: WWW.Otak.COM
By: Date: 30788.001.001.DS
Project No.
By: Date: C5.95
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Cb S-3�,3otq � JUN22 /
Sheet No.
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