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CITY OF RENTON
MEPAFrrMSNT OP PUBLIC WORKS
4 REVISED PER CRY REVIEW COMMENTS SSW I AS 3/17/04
3 REVISED PER CITY REVIEW COMMENTS ON AS 3/11/04 DESICOM DATE 713/03 FILE NO.
2 REVISED PER CRY REVEW COMMENTS ON AS 2/12/04 duvR,
1 ADDED FIREUNE TO BUILDING BW AS 1/19/04 SCALE 1 " -40' FELD BOOK
No. Illev" BY AM DATE AM40V®
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MEPAFrrMSNT OP PUBLIC WORKS
4 REVISED PER CRY REVIEW COMMENTS SSW I AS 3/17/04
3 REVISED PER CITY REVIEW COMMENTS ON AS 3/11/04 DESICOM DATE 713/03 FILE NO.
2 REVISED PER CRY REVEW COMMENTS ON AS 2/12/04 duvR,
1 ADDED FIREUNE TO BUILDING BW AS 1/19/04 SCALE 1 " -40' FELD BOOK
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CAUTION VALVE BOX SHOULD NOT REST ON PIPE.
LATER COMPACTION IN AREA OF VALVE BOX COULD
CAUSE THE BREAKAGE OF THE SERVICE.
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1 -1/2" AND 2" WATER SERVICE DETAIL
MATERIAL LIST FOR 2" SERVICE WITH METER LOCATED IN RIGHT -OF -WAY BEHIND SIDEWALK
1- 2" topped tee
2. 5" long X 2" brass nipple with threaded ends (MIPT)
3. 2" double disc gate valve (full opening for tapping) with threaded ends,
square operating nut
4. It.o piece cost it valve box. Standard 6" top section with regular base section,
length to fit, "lug" cover.
5. 2" brass bushing (MIPT x FIPT)
2 eacn Z" brass or bronze nipples 6" length, threaded e,us
ass or
2 each 2 " -90' br bronze elbows (FIPT x FIPT)
6. 2" (MIPT) x compression filling, Ford C84 -66 or equal.
7. 2" soft copper tubing type "K , length to fit.
8. 2" pack -joint 90' ell, for Ford L44 -77 or equal.
9. 2" Customsetter with by -pass- Ford VFH 77 -12B x 17- 3/16" equal, w n flcngetl
angle valve and padlock wings o inlet, and angle check valve ocutlet, ball valve on
bypass with padlock wings. Customsetter shall have vertical inlet and outlet.
10 . Ri g d m ate r spreatle r to be supplied and installed led in meter setter by contractor.
11. W I' II
Ater meter shat be suppled and installed by City of Renton upon payment o a
related water meter fee and satisfactory pressure and purity tests.
i2. 17 "x28" concrete meter box with 3/3" steel diamond -plate cover equal to Fog Tito
Meter Seal Co. No 2T. Meter box shell be double stacked.
13. The p,o -erty owner is responsible for any necessary adaptation or extension of
Note, so-ce.
, I
0
�Ia
@"-PRIVATE PLUMBING
`\ \\ SHALL CONNECT HERE
CRUSHED ROCK BASE
TO SUPPORT VAULT.
CONSTRUCTION NOTES AND DETAILS
MATERIAL LIST FOR 1 -1/2" SERVICE WITH METER LOCATED IN RIGHT -OT -WAY BEHIND SIDEWALK
1. 2" lopped tee
2. 6" long X 2" brass nipple with threaded ends (MIPT)
3. 2" double disc gate valve (full opening for tapping) with threaded ends,
square operating nut
4. two piece cast it valve box. Standard 8" top section with regular base section,
length to fit, "luga ri cover.
5. 2" X 1 -1/2" hex brass bushing (MIPT x FIPT)
2 each 1 -1/2" brass or bronze nipples 6" length, threaded ends
2 each 1- 1/2 " -90' brass or bronze elbows (FIPT x FIPT)
6. 1 -1/2" (MIPT) x compression fitting, Ford C84 -66 or equal.
7. 1 -112" soft copl_ tubing type "K ", length to fit.
S. 1 -1/2" pack -joint 90' ell, for Ford L44 -77 or equal.
DATE REVISION BY APPR'D
1 -1/2" Customsetter with by -pass Ford VFH 66 -126 x 13- 3/16" a equal, with flanged
cngle valve and padlock wings on inlet, and angle check valve outlet ball valve on
ayposs with padlock wings. Customsetter shall have eertical inlet and outlet.
Ri id meters reader to be supplied and installed in meter setter b contractor
9 p pp y ct
Noter meter shall be supplied and installed by City of Renton upon payment of of
-elated water meter fee and satisfactory pressure and purity tests.
17 "x28" concrete meter box with 3/8" steel diamond-plate cover equal to Fog TRe
s c e9
Meter Seal Co. No. 2T. Meter box hall be double stacked.
The property owner Is responsible for any neces acv adaptation or ext-swn of
'a
ter 5 " e
1 -1/2" & 2" WATER SERVICE DETAIL
LOCATED IN RIGHT -OF -WAY BEHIND SIDEWALK
O� ADOPTED
CITY OF RENTON
Standard plans
LST DATE: 3 /9/95
DWG. NAME: BR42A SP PAGE: B107.2
PROPERTY LINE
a e_o FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
2 "x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE
WApRDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
ANO k6 WIRE WRAPPED AROUND THE STUD AND
6" SI ➢E SEWER AND BUILDING SEWER EXTENDED TO THE TOP OF THE STUD.
aL
Ed
a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, It PIPE AND C1
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
,.ac i 6 •'ItS�O�G
PNVE OG�
AM p,Py-'G{[F -t
LOtJ ex MIN SLIDE
a1TL[r r[[ /// HORIZONTAL
s xw. SEWERaMAIN LSEWER MAIN
STANDARD SIDE SEWER INSTALLATION
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION (SEWER MAIN TO PROPERTY LINE)
ELEVATION
ADOPTED
NOTE, -1 or IudTOx
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY ' s1.m.ra plw
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. ist DA'n:: 12/16 /xt
REVISION y ::.PR DWG. NAME: BR39 SP PAGE:B078
Gravity Backwater Valve
The NDS gravity flow Backwater Valve is designed
to protect low areas or basements from the backflow of waste from
street sewers. It is available in 3 ", 4 ", and 6" sizes in
ABS and PVC material. It is a cost effective and a chemically
resistant alternative to cast iron valves.
Backwater Valve
The quick action flapper allows unrestricted uni- directional flow. Elastomeric gasket in the flapper ensures a watertight
seal. Flapper can be easily removed and replaced if
required.
Threaded access cap is designed for hand tightening.
Access cap neoprene gasket provides a positive seal. Valve hub
outlets fit 2 ", 3 ", 4 ", or 6" DWV pipe and may be adapted to 2 ", 3 ", 4 ", or 6" sewer and drain pipe with NDS DWV to
Sewer & Drain Adapters.
Lightweight, easy to install. Horizontal installation required,
with arrows on top of the valve hub pointing in the direction
of the flow of water. Access riser with
cover offers a simple, economical
Item Number 111111111111,1MIN
assess to the valve for inspection and All
I ",
275,275P 3.53
maintenance. The riser may be cut to
275R,275PR 3.53
the desired length.
10.
375,375P 610
A
475,475P 7.18
475R,475PR 7.18
675,675P 9.90
f. C
675R 675PR 1 11 9.90
AApprovals applicable to valve only
B
Note: All
nl
dimensions are ocr nal. All weighs are for shipping purposes only.
2� �q For customer service, please send
your fax to: -800- 726 -1998 or call 1- 800 - 726 -1994. ON DS
a s
Naze: All dimensions are nominal. 111 weights are for shipping purposes only.
N®S For customer service, please send your fax to: 1• 800.726.1998 or call 1 -800- 726 -1994. 3
� �ac,ICwA-Fer vG I vas ShGu be s a_-E -' i vi d YhC!►1 hd e. d rCrfhd'
s- ErrltAxe- as a Proved b v -+he Cr�y prior -l-a ► nsTari
DIVERTER AND BACKWATER VALVES
Backwater Valve
Pkg. Wf. Ea. LiM Price Product Z w
Part N. Desrriptian Color ay. (lbs.) (EA) class
ASS 275 2" ASS Backwater Valve Black 8 1 40.15 35AB
c 275R 2' ABS Backwater Valve with Riser and Cover Black 1 5.00 46.63 35AB
375 3° ABS Backwater Valve Black 6 1.83 40.23 35AB
375R 3' ABS Backwater Valve with Riser and Cover Black 1 4.00 54.21 35PV
475 4° ABS Backwater Valve Black 6 3.33 44.57 35AB
475R 4' ABS Backwater Valve with Riser and Cover Black 1 7.00 70.26 35AB
675 6" ABS Backwater Valve and Cover Black 1 7.00 189.88 35AB
PVC 275P 2' PVC Backwater Valve White 8 1 40.15 35PV
275PS 2' PVC Backwater Valve with Riser and Cover White 1 5.00 44.63 35PV
375P 3" PVC Backwater Valve White 6 2.33 40.23 35PV
375PH 3" PVC Backwater Valve with Riser and Cover White 1 5.00 54.21 35PV
475P 4' PVC Backwater Valve White 6 4.33 44.57 35PV
475PR 4" PVC Backwater Valve wish Riser While 1 8.00 70.26 35PV
675P 6' PVC Backwater Valve White 1 9.00 189.88 35PV
PVC Backwater Valve Components
Pkg. Wt. Ea. List Price Product
Part No. Description color all (Ibs.) (EA) class
8051- 020 -040 2' Lid White 1 5.09 94WP
822. 040.16 2" Riser White 1 15.26 94WP
1530202 2" Cap 'Nhite 1 15OH 94WP
880 -237 2' Cap O'Ring Black 1 1.77 94CP
1530203 2' Flapper While 1 3.67 94WP
880 -136 2' Flapper O'Ring Black 1 1.11 94CP
1530204 2' Back Water Valve Pipe Extension Collar While 1 3.75 9OWP
8051- 030 -060 3' Lid White 1 5.74 94WP
822 - 060 -16 3" Riser White 1 22.93 94WP
® 1530302 3 "CaP White 1 7.01 94WP
880 -253 3' C Black 1 2.77 94CP
15 ad O'Ring 30303 3- Flapper White 1 5.32 94WP
880 -234 3' Flapper 09ing Black 1 1.36 94CP
1530304 3" Back Water VPlve Pipe Extension Collar White 1 4.95 90WP
8051- 040.080 » Lid White 1 10.04 94WP
f� 822- 080 -16 4" Riser While 1 29.13 94WP
1530402 4• Cap White 7 10.95 94WP
880 -364 4' Cap O'Ring Black 1 3.34 94CP
1530403 4" Flapper White 1 7.36 94WP
880 -243 d "Flapper O'Ring Black 1 2.67 94CP
1530404 4" Back Water Valve Pipe Extension Collar White 1 6.60 90WP
8051 -060 -100 6• Lid While 1 13.26 94WP
1530602 6" Cap White 1 20.52 94WP
Oil 9OWP
150306 1 6' Flap O'Ring B ac 1 o6l
1530603 6' Flapper White 1 10.61 94WP
880 -259 6' Flapper O'Ring Black 1 3.16 9OWP
880 -202 Bumper (tits all sizes of valves) Black 1 0.72 90WP
1530405 4'BWV Sewer Adapt Flange White 1 7. +7 94WP
1530605 6" BWV Sewer Adapt Flange White 1 8.31 94WP
Backwater Valve Box
Pkg. Wt. Ea. BM Prim Product
No. Description Color qty. Ilbs.) (EA) Class
/ 1219 12'x12" Backwater Valve Box Black 4 5.75 30.52 10ND
73iQ, 1220 12 "x12' Valve Box Cover Black 8 2.00 30.43 10ND
,ytA
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s"
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1_1/2" AND 2" WATER SERVICE DETAIL
IN UNIMPROVED RIGHT -OF -WAY >
CAUTION: VALVE BOX SHOULD NOT REST OrJ PIPE. 10 II 12 n TY
�INSTALL METER 90% AT
LATER COMPACTION IN AREA OF VALVE 90% COULD a PROPER LINE.
CAUSE THE BREAKAGE OF THE SERNCE,
10" MIN.
14" Ni
�0 3
4 7 LEAVE EXPOSED COVER
�� r
N
BY Pg55 NOT NEEDED
FOR IRRIGATION METERS
^ cl 2 3 6 > \ 7 13
6 `CRUSHED ROCK BASE
TO SUPPORT VAUL i.
2" BRASS NIPPLE
I ^pace ,<e. (MIPT x MIPT)
)' ' s y ur "rn rn.<.eee a ^aa (xror). CAST IRON OR
wi.ee'(e• irjoaye eoso). ace, v,.. ^a wrw -l" e.re ^z�w, easmjc "< DUCTILE IRON
CONCRETE BLOCKS
• . Io ^ea.e a too ae<,io^ . rn e . <^ w W VIATERMAIN.
Io nI. - e co.<,. =yvo .ze se<um, - ,o r�i, <� Irve cow.. s,anawe a toe eaLan ..,n y.a eas= s=cow. FOR SERVICE FROM EXISTING
WATERMAINS INSTALL 2" : pID
5. ^y4ourn eplp 6. -, /' /snap ^y ^ulc na0, F202 STYLE eA00EL (IPi)
<ocn z -nv e.ozz ^. e•w:e a„ ^.zr (nv1 , ea'rj`a a ^m z . ^<n e.w:= ne^.el (r-PT . pw)<a m.
e r (urarl . ,rcy. r _ CONNECTION
no - so- no1-11 9026Mx r W rwe us -1! a .coat. T R
tee ea ^,<u< ere<. ^,,,<,<.. 1 -1/2' & 2" WATER SERVICE DETAIL
LOCATED IN PLANTING STRIP
o BETWEEN CURB &SIDEWALK
s (.w^ na ,^ °e ,_ a.,e..,.<z.e. •° _ , " a Ie Sk ADOPTED
^,'<.?<^z^ CITY OF RENTON
STANDARD PLANS
_ IS'I' ATE 10/15/96
_ DATE I.":.n�.,, REVISION _ BY A] !,Fj CV/G. NAM[: B1142 SP ?Af.F.
etn7 t
EQUAL.
SANITARY SHALLOx MANHOLE TYPE B
. ® A�O� Exam
,sroo /n/za ca tz /as
ros ca oa .c
DATE REVISION aY PR' D.G.
NAME: 3R37 SP PAGE' B072
MANHOLE FRAME AND COVER
6' SEE DRAWING BR29
_ NOTES:
12" MA% 25 - ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" m DEFORMED BAR GALVANIZED SAFETY
-E- STEPS OR EQUAL
i CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
21 ARE INSTALLED.
RUBBER GASKETED JOINTS 3. CASTING i0 BE PER DRAWING BR29.
IN ACCORDANCE Nt �',! ASTM C -443 4. MANHOLE SECTIONS i0 BE OF REINFORCED PRECAST
CONCRETE.
4" AIIN.
S. ALL JOINTS SHALL BE GROUTED
STEPS - 3/4' DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE qLL INTERIOR
STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING. COATED (SEALED)
6 -1/2' WITH A HIGH SOLIDS URETHANE CCSTING;
CONCRETE RISER BY PIPE INC. WASSER MC- N
CO 5E A L OR APPROVED EQUAL:
7' MIN. OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE.
48 ]. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH gSTM C -443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
�- MAX. PIPE SIZE - 21' I.D. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL HOOTS OR APPROVED EQUAL.
T_ LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
MORTAR
FILLET � CONCRETE SHELF
1X PRECAST BASE SECTION
OR CAST IN SHELF.
6" NOW (TIP)
SANITARY MANHOLE TYPICAL DETAIL sarvrrARY MANHOLE TYPICAL DETAIL
NOT TO SCALE � _ADOUED
o rexartox
o v w � �
ororox � � DWG. NAME: BR28 SP PAGE: 8071
DATE REVISION PY PR'
S-3/5707
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CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
FECO1119NEND® FCiR APPROVAL
By: Date:
� Date:- �Z�.`-�'c%- \� 4 REVISED PER CITY REVIEW COMMENTS BSW AS 3J17/04
q 25672 0 �� 3 REVISED PER CiTY REVIEW COMMENTS BSW AS 3/11/04 DESIONE: _ AS
- DA-E 7/3/03
TERN' 2 REVISED PER CITY REVIEW COMMENTS BSW AS 2/12/04 DRAWN _BDK rHLEN° -
BY: Date - sS /,,. -.Tc�� -
WNAL t`
[NO. ADDED FIRELINE TO BUILDING BW AS 1/19/04 CHECnED _ AS SCALE 1' =40' FIELD BOOK. PACTS
By: Date EXPIRES 9/23/05 REVISION BY APPR. DATE APPROVED SHEET /�A of: A GG
SCANNED OCT OR
24". 6" FRAME AND UP
PER ORAVnNG BR29.
NOTES -
t. STEPS TO BE 3/4" o DEFORMED BAR GALVANIZED SAFETY
a' MAN. i0 STEPS OR EQUAL.
t2" AX. 1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
' - ARE INSTALLED.
' 3. CASTING TO BE PER DRAWING BR29.
4, MANHOLE SECTIONS t0 BE OF REINFORCED PRECAST
24 CONCRETE.
_ 5. OPENING SHOULD BE ON DOWNSTREAM SIDE,
6. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
m SURFACES. INCLUDING CHANNELING, COATED (SEALER)
12" WITH A HIGH SOLIDS URETHANE COATING;
L i WASSER MC- CONSEAL OR APPROVED EQUAL;
� COLOR OF COATING SHALL BE WHITE.
_ B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH asTM c -aa3.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
4 54 DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL RF MADE USING GPK
a . ADAPTOR, KOR -N -SEAL ROOTS OR APPROVED
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24". 6" FRAME AND UP
PER ORAVnNG BR29.
NOTES -
t. STEPS TO BE 3/4" o DEFORMED BAR GALVANIZED SAFETY
a' MAN. i0 STEPS OR EQUAL.
t2" AX. 1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
' - ARE INSTALLED.
' 3. CASTING TO BE PER DRAWING BR29.
4, MANHOLE SECTIONS t0 BE OF REINFORCED PRECAST
24 CONCRETE.
_ 5. OPENING SHOULD BE ON DOWNSTREAM SIDE,
6. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
m SURFACES. INCLUDING CHANNELING, COATED (SEALER)
12" WITH A HIGH SOLIDS URETHANE COATING;
L i WASSER MC- CONSEAL OR APPROVED EQUAL;
� COLOR OF COATING SHALL BE WHITE.
_ B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH asTM c -aa3.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
4 54 DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL RF MADE USING GPK
a . ADAPTOR, KOR -N -SEAL ROOTS OR APPROVED
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BENCHMARK '1108
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IE 1$" CONC S= 13.24
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CRY OF RENTON
CMOMM�rr CIP P%M" WORKS
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9