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WATER PLAN GENERAL NOTES Standard Plan No.3DO
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CRY OF RENTON PUBUC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT./ APWA STANDARD SPEOFICATIONS, LATEST EDITION AS
AMENDED BY THE CRY OF PENTON, A SET OF CITY APPROVED PIANS SHALL BE KEPT ATTHE JOB SITE WHENEVER CWETRUCrION
LSINPROGRESS. APRE{ONSTRUCTION CONFERENCE SHALL BE HELD PRIORTO THE STAKE OF CONSTRUCTION, THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FORSECURING ALL NECE55ARY PERMTB PRIORTO COILSTRUCTION.
2• ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 34100-0245555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUTS' FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON 'PRIOR TO BRINGING ANY
MATERIALS ON-SITE.
4. ALL WATER MAIN PIPE MAYERWS SHALL BE CEMENT LIKED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AW WAC.151 AND C.
104. PIPEIOINTS SHALL BE PUSH -ON OR MECHANXALJOINT. CAST IRON OROUCIRE IRON PIPE RTTINGSSHALLBECLASS 250AS
PER ANSVAW WA C130/A21.104M ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK,TUBETYPE,.
POLYETHYLENE PLASTIC PER AW WA CUB STANDARDS.
S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE36INCHES .FOR PIPE DIAMETER OF UWNCHORLESS
AND 48 INCHES FOR PIPE DIAMETER OF I24NCH AND LARGER. MAXIMUM COVERFOR ALLWATER MARTS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BYTHE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTSOCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARYTO CLEAR CONRICOSANDTO PROVIDE MINIMUMCOVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIN OF PIPE USED. ALLTRENCN
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BYTHE MODIFIED PROCTOR TEST
METHOD (MDI) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALLBE95 MOD.
6. CONCRETE BLOCKING FOR WATER MAB4S SMALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTK ALNJD HORQONTALBENDS, FTTnNGS
AND BASE OF HYDRANTS. MEGA•LUGS(OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALLMECHANICALIOBNSINADDITIONTO
CONCRETE BLOCKING.
7. ALL FEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUNTHROUGH THEM PRIORTO BEING FLUSHED,
DLSINFECTED,ANDTESIED. CLEANING, PRESSURE AND PURTTYTESTING SHALL BE DONE IN THE PRESENCE OF AND UNDERTHE
SUPERVISION OF A CITYOF RENTON UnUIY INSPECTOR THE CONTRACTOR SHALL SUPPLY, VWALLAND REMOVE PLUGS,
CORPORATION STOPS, BLOWOFFASSEMBUES, AND THRUST RESTRAINT/ BLOCKING FOR TESTING .AND PURRYACCERTANCE..No
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET TAP VALVETOAN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSUREAND PURITY TESIM..
B. NEW WATER MATINS INCLUDING SERVICE LATERALS SHALL BE TESTED ATA STATICPRESSURE OF ISO PSI ADM WORKING
PRESSURE WITH A MINIMUM OF 22S PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OFS PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORYCOMPLEnON OF THE PRESSURETEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES .SHALLBETAKEN FOR PURITY TESnNG BYTHE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFYTHE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT. LEAST ID WORKING
DAYS PRIORTO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND RTITNGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARYADAPUNISAND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OFRENrON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFIU, CONCRETE BLOCKING, AND COMPLETE RESTORATION.
PUBLIC WORKS SM. PLAIN - 300.0
DEPARTMENT WATER PLAN GENERAL NOTE8.
MARCH 2010
FIVE SYSTEM NOTES:
1. A FIRE SPRINKLER SYSTEM IS REQUIRED FOR EACH TOWN HOME UNIT AND SHALL
BE A FLOW THROUGH SYSTEM. A DCVA IS REQUIRED FOR EACH WATER METER
WHEN THE BUILDING HEIGHT IS 3 STORIES AND/OR HAS PLUMBING OVER 30 FEET
ABOVE THE WATER MAIN.
2. SEPARATE PLANS WILL BE REQUIRED FOR THE FIRE SPRINKLER SYSTEM.
3. FIRE SYSTEM TO BE DESIGN BUILD AND APPROVED BY THE CITY PRIOR TO
CONSTRUCTION.
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SANITARY SEWER NOTES: U U^ m o W m U m e^ m m o- W
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1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND : N w W N a m �W` .o rl rl .N w o
SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATESTc11•, w " row , m W ,n w �' rn N :
EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. " ZS �' `b' '� N - F �`+ "' of k' "' o" `� M "' N a k' N k' " A m
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2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'ST'ANDARD SPECIFICATIONS : ',jQ m z �" ec ^ 3 J 3 m 3 m 3 3�
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE a'u8• ' '� Pi ' : g, o'a ' g„ �+ m 1 ,o'vWWi � ,; m N m 4 m R1 ¢ 3 0 . 'Q w .1¢- m w.¢ 3 0, a �,w o , ..... .
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CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY<o r oW :
OF RENTON STANDARD SPECIFICATIONS. "f
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE 3' COVER
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION : 25 :..... ...... ........ ....... ...... 25
SO AS TO AVOID DAMAGE OR DISTURBANCE. LF" PO EO Df W' PROPOSED GRADE
4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED AT STATION UNE
EXISTING GRADE :
PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S AT STATION LINE 124 LF B' PVC C-900 SS ®1.OR (PRIVATE)
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCTION (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE : �.. .... :... .. :..... :....... ... .......................:...... :..... :.... 2D
CITY OF RENTON). R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE : 0 10 20 40
PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFIWNG ALL
CONSTRUCTION. N
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND SEQUENCES ; Scale l' -2U. H 1'-5'V
OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE . . . . . . . . . . : .. . . . : ' ' ' ' ' ' ' ' ' ' ' . '
...... ....... .15
CONSTRUCTION SITE. 17 3rd St10+OD om 1HW MW
6. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE - - Er Ce Water an Sewer Profile
AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. ; CNr of REMON SUR:EY RIM 2977
C047ROt MON NO. 1140
N178048990 Ex
7 PUNS APPROVED BY THE CRY OF RENTON PUBLIC WORKS DEPARTMENT SHALL Q E 1199198120 L J lEK 08_ _
Nf = 14.18
gL�A'MOUE�R
W
OF WATER
' P NW, 5W, SE, NE = 2295
" PE N, E, W = 134/ -(AS BUILT) N 89'4730" E
Y H 31587'
Yh 2768 S 6th St
57 ON NORTH
12 1,1,V E -W, 8" PVC 5
nt OW = 11.16
h
L CR
RIM = 27.04
1E 12' MANY/ = 2339
/E 6' PVC 5 = 14.34
TAKE PRECEDENCE OVER ALL OTHER PLANS.
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8.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
V
2 REVISED PER CITY COMMENTS
CONSTRUCTION IS IN PROGRESS.
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9.
THE CONTRACTOR SHALL PROVIDE THE CRY OF RENTON WITH AN AS -BUILT
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DRAWING OF THE SANITARY SEWER SYSTEM, WHICH WAS BEEN STAMPED AND
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SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL
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SURVEYOR'
FOUND RMSS W WIN PUNCH
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MARK /N CASRNO (11/06/06) rCB
10.
BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
cm OF RENTON 5URV£Y /RIM
WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES,
CONWt MON N0. 1898 IE 11j
A
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THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
N 176;36703 Ilj
E. 1,799.159.785
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COMPACTED DYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF
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THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL
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OVER THE PIPE SHALL BE THE SAME AS DESCRIBED.
,
11.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
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BE
ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY
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COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW
Ex FHl
IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY
Nm
AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
LOCATION:,'
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PLACED WITHIN 10 DAYS AND SHALL BE PER CrFY OF RENTON CURRENT
T8
STANDARDS.
TOP SE 2
XLT FN
12.
DATUM SHALL BE CITY OF RENTON, 1988 NAVD UNLESS OTHERWISE SHOWN.
GRAPHIC SCALE
13.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED
1 1 10 20
TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE
EROSION AFTER THE COMPLETION OF CONSTRUCTION.
SCALE IN FEET
14.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
South th Street
FOUNDATION IN ACCORDANCE WITH SECTION 7-13.3 OF THE CURRENT STATE OF
FOY#D M455 W MY ROACH
Nf = 14.18
gL�A'MOUE�R
W
OF WATER
' P NW, 5W, SE, NE = 2295
" PE N, E, W = 134/ -(AS BUILT) N 89'4730" E
Y H 31587'
Yh 2768 S 6th St
57 ON NORTH
12 1,1,V E -W, 8" PVC 5
nt OW = 11.16
h
L CR
RIM = 27.04
1E 12' MANY/ = 2339
/E 6' PVC 5 = 14.34
WASHINGTON SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL I
INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OF THE TOP OF THE ' I
FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED STA 10+00
BEDDING MATERIAL TO UNIFORM GRADE SO THAT ENTIRE LENGTH OF THE PIPE N 9908.83
WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING
SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE E 4684.53 EED
D
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKEfED STA 10+10.20, 1' RT .
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50 UNLESS OTHERWISE INSTALL SSMH ON W
APPROVED BY THE WASTEWATER UTILITY. EX SS MAIN PER COR BE
STD DWG 400.2
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 RIM 27.20
INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL IE 21.87 (IX 8- SS)
DIRECTIONS TO MATCH PAVING. A, S1Z
CITY OF RENTON
APPROVED BY: *R DATE: KnDt
APPROVED BY: DATE:
APPROVED BY: DATE:
APPROVED BY: DATE:
AkL�
W 0 e LITCHFIELD ENGINEERING
29476 Y ONAL \ 5 g
s � fig, �A Kirkland, Washington 12840 81ST AVENUE NE 98034
(425) 821-5038 FAX (425) 821-5739
STAMP NOT VALID_
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Call 2 Working Days Before You Dig
1.800.424-5555
itilities Underground Location Centerg'
(ID,MT,ND,OR,WA)
I 3
2 REVISED PER CITY COMMENTS
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WASHINGTON SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL I
INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OF THE TOP OF THE ' I
FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED STA 10+00
BEDDING MATERIAL TO UNIFORM GRADE SO THAT ENTIRE LENGTH OF THE PIPE N 9908.83
WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING
SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE E 4684.53 EED
D
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKEfED STA 10+10.20, 1' RT .
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50 UNLESS OTHERWISE INSTALL SSMH ON W
APPROVED BY THE WASTEWATER UTILITY. EX SS MAIN PER COR BE
STD DWG 400.2
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 RIM 27.20
INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL IE 21.87 (IX 8- SS)
DIRECTIONS TO MATCH PAVING. A, S1Z
CITY OF RENTON
APPROVED BY: *R DATE: KnDt
APPROVED BY: DATE:
APPROVED BY: DATE:
APPROVED BY: DATE:
AkL�
W 0 e LITCHFIELD ENGINEERING
29476 Y ONAL \ 5 g
s � fig, �A Kirkland, Washington 12840 81ST AVENUE NE 98034
(425) 821-5038 FAX (425) 821-5739
STAMP NOT VALID_
IX. ATER SERVICE T UTILIZED
4 REVISED PER CITY COMMENTS
Call 2 Working Days Before You Dig
1.800.424-5555
itilities Underground Location Centerg'
(ID,MT,ND,OR,WA)
3 REVISED PER CITY COMMENTS
2 REVISED PER CITY COMMENTS
1 SUBMITTED TO CLIENT
NO. REVISION
CQC. Cm
11MIA AiAD
IX. ATER SERVICE T UTILIZED
FOR IR TION,
IZE METER TO 1'
PER CITY
DS AND INSTALL
1' IRRI
PER STD PLAN
340. EE IRRIGATIO UN FOR
CO NUATION
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�►® CITY OF BLAKEY TOWNHOMES
�u PENTON 604 MORRIS AVENUE S
PENTON, WA 98055
Planning/Building/Public Works Dept.
WATER & SEWER PLAN & PROFILE
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LOCATION:,'
SEE NOTE
GRAPHIC SCALE
1 1 10 20
SCALE IN FEET
South th Street
FOY#D M455 W MY ROACH
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�►® CITY OF BLAKEY TOWNHOMES
�u PENTON 604 MORRIS AVENUE S
PENTON, WA 98055
Planning/Building/Public Works Dept.
WATER & SEWER PLAN & PROFILE
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TESING DETAIL
TAPPING WE (HALVE VERTICAL MOSS(MNTO FOR -I 2'TGGING
TAPPING GpIE VALVE (fL %MJ) I -BUND FIANCE ON TOP WIM 2 TM AND L" PWG
TOM
PLUG (MJ) WTH 2 -INCH TO I -BUND RpNCE ON 60TTOM
AND 2 -MCH BIUW-P'T ASSEMBLY 1-PLUI WM 2 -TAP Y 2 BLO'M-CFF
COYCNEM BENDING TEMPORARY BLOCK
i
FINAL CWNECRW DETAIL
L- _1
�WI NENNEW D1NATER UNE
NATER _NF
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NMR AL1 CLEANING 9Y POLYPIG PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK k GLOW -OFF
ANO CONNECT TO VALVE WTH DI SELL\k (NJ) A, 01. SPOOLS
FINAL COVNECTON BY CITY FORM
NOTES
1. TAB ING TEES SNAU_ BE MIRE OF CAST WIN, DUCTILE WON OR
EPDXY-COALED STEEL BOTS .1 "VIS SNAL BE COR -1 Gl ALL TEES
AND WARES SHALL e"E WATER IESUE) BEFORE TAP
2. NO $1S ON 9ff APS ON CAST-:RPN WATER LINES, TAP SHALL UE AT
LEASH 2' OVALLEN OUNILTER MAN ME E16STNG MIJN.
iNO NET TA' ON ONE., CEMENT LINE W STEEL LINE
. NET -LINING Cf LASHING O1Y CF REN IPV WATER MAINS MLL BE DOME BY
SPEER TAP OR BREMCA TAPPING NC.
S. CONTRACTOR SHALL POTHOL ANO VFAIFY ME MRZQ'TAL ANO KRTCAL
AUGMENT OF COSTNC ONE OR Me AND SNAIL START U1HNG ME NEVI
UNE AT THE SAME HORIZONTAL AND AND
AOGNMENT OF THE PUSHING
SIU6.
G OTT FORCES MLL PERFORM ME OVAL CONNECTION FROM THE WATER UNE
10 IHE OUTTRI VALVE WTH 0.1. SLEEVE ANO DI. SPOOL.
PUBLIC WORKS CONNECTION TO WATER MAIN WITH PLAN 900'1
DEPARTMENT TAPPING TEE & VALVE
MARCH 'COLO
Call 2 Working Days Before You Dig
1.800.424.5555
Utilities Underground Location Conti
(IDEMT,ND,OR,WA)
FG517Uy1V/:1111 F
13"x2e PLASTIC METER BOX EQUAL TO MID -STATES. PLASTIC,
INC BCF SERIES MSBCF 1324-18 Wi1H 1.75' THICK WCME
IRON MOUND PLATE COVER ECLAT U MIU STATE P_ASPCS,
INC MSCBF1320. R M14 READER LID AND 2" DRILLED HOSE
FOR TOUCHREAD PIT LO (SEE DETAIL A A) -�
9" MIN
FINISH GRADE
sb' W. CO\ER
YFW D CLUT
7C�FORALOR
W
IF SEANCE UPS TO HOUSE IS
TO 6E INSTALLED IN THE FUTURE
INSTALL FORD C14-33 OR 44 FlPT
COMPRESSION COUPLING
200P DO. TO CENTERJNE
HE WATER MAIN TO
PROVIDE SLACK IN COPPER ..... COP1'E9SETTFft FOR. S/R'r314' LIFTER FORD
SEANCE LINE TO METER. WH/2i5W-44-3]G. ON MOONALD BRASS: 21-
215WCO'S}3. OR
AH LLER 3
/4-R-2470-2 MIN ANGLE BALL VALVE ON NET AND
SINGLE CHECK VALVE ON DOUBT
STOP WTH. BAIL VAIN FEW :C(LpBJ,aETER FOR -C !OMAP FORD VBXT2-15W-99-19G. OR
TAPERED THREAO (CC). QUICK JUNE. M<DONALD BRASS: 21-415WCW44, OR MUEl1ER: 1-8-2470-2
(3/4' F$100 -3-0) OR AY MCDONAI➢ N018 BONN INf£'. AND OUTLET W. WICK AINi. PADUCK WNGS ON
(i' FBIDW-a-O) OR AT MCOGNALD 4701B INLET ANGLE GALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WT1 WICK DONT.
V(1T`_:
ALL METER BOXES INSTALLED ROAN CONCRETE OR PAVED DRIVEWAIE SHALL BE
AST -IRON SWAT TO OLYMPIC FOUNOARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIMS OF METER BOX.
A- A DRILL 2" OR, HOLE FOR AMR (AUTOMATIC
METER REAM)FDENT
2-1/2- MIN. FROM NEAREST
AND FTIXNI EDGE OG AT LID
TYPICAL
RIB I
l
1�
1
NOTE.
THE CENTER R THE HOLE MUST BE AT LEAST Y FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOYS THE
NUT TO TIGHTEN AGAINST THE OPEN SLOE OF MORE THAN
ONE RIB
1 a/41' AND t" WATER SERVICE STD• PLAN - 320.1
4 1 LBLI(; WORT(£
UI PARTMF.N'L'
41 O NOl9ibiHF:R 2009
NP.
T NOT TO SCALE
MANHOLE FRAME AND COVER.
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN,)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE. (ECCMTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -4E3
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC„
OR APPROVED EQUAL.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
'A'
_,-IN VNIMPROKD PoGHi OR
WAY INSTALL METER BOX AT
t l
I 'D'
Y- PROPERTY UNE WTH 12'
C'
48"
LONG Cq'PF.ft TAILPIECE.
5"MIN
24 MIN.
gl
$I
54"
4DEWALR
5.5" MIN.
24" MIN.
24" I.D.
60' MH
60"
8" MIN.
6" MIN.
42" MIN..
30" 1.0.
I
d]50
TWCHREAO WRER
METER i0 BE
- 12•
INSTAJLKIRON)
S PLIED BY THE
&B_1
9.5
=w
1
NOTE.
THE CENTER R THE HOLE MUST BE AT LEAST Y FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOYS THE
NUT TO TIGHTEN AGAINST THE OPEN SLOE OF MORE THAN
ONE RIB
1 a/41' AND t" WATER SERVICE STD• PLAN - 320.1
4 1 LBLI(; WORT(£
UI PARTMF.N'L'
41 O NOl9ibiHF:R 2009
NP.
T NOT TO SCALE
MANHOLE FRAME AND COVER.
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN,)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE. (ECCMTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -4E3
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC„
OR APPROVED EQUAL.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTES-.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS. TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE.. RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF o11MS IS PROHIBITED
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSON MC-AROSHIELD OR
APPROVED EWAL:.. COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST. PIPE
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEALBOOTS OR
APPROVED EQUAL,
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12'
ABOVE FINISHED (RADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS FIGURED AT GRADE
IN PAVED AREAS, COVER MUST. SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
14 PUBLIC WORKS ..STD. PIAN - "A
DEPARTMENT STANDARD SANITARY MANHOLE
SEPTEMBER 2011
C
d LITCHFIELD ENGINEERINGNNO 12840 81ST AVENUE NE Kirkland, Washington 98034(425) 821-5038 FAX (425) 821-5739
11-1/4' BEND 22-1/2' BEND 45' BEND
CAP
90 REND
TEE
THiuST BLOLN BEARING AREA N MOW RTI (SEE.NOTES) FOR POPUGGI AND DOMWARD VE TIAL MMN
'A'
'B'
I 'C'
I 'D'
I 'E'
48" MH
48"
6" MIN.
5"MIN
24 MIN.
21" LD.
54' MH
54"
8" MIN.
5.5" MIN.
24" MIN.
24" I.D.
60' MH
60"
8" MIN.
6" MIN.
42" MIN..
30" 1.0.
NOTES-.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS. TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE.. RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF o11MS IS PROHIBITED
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSON MC-AROSHIELD OR
APPROVED EWAL:.. COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST. PIPE
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEALBOOTS OR
APPROVED EQUAL,
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12'
ABOVE FINISHED (RADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS FIGURED AT GRADE
IN PAVED AREAS, COVER MUST. SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
14 PUBLIC WORKS ..STD. PIAN - "A
DEPARTMENT STANDARD SANITARY MANHOLE
SEPTEMBER 2011
C
d LITCHFIELD ENGINEERINGNNO 12840 81ST AVENUE NE Kirkland, Washington 98034(425) 821-5038 FAX (425) 821-5739
11-1/4' BEND 22-1/2' BEND 45' BEND
CAP
90 REND
TEE
THiuST BLOLN BEARING AREA N MOW RTI (SEE.NOTES) FOR POPUGGI AND DOMWARD VE TIAL MMN
FCDNP CTS
MARACA SAND A VFL90'
TWO PIECE CAST IRON VALVE
II / 90
S B ND1I9015
PAGE 8090)
BEND,REi1NE
BEIU IEE
h 22/2END
IEE CAP OR'U.kR2 1/2
DO IT!
CAqi ('LJ4 k R[ 1/2BO1.21
j__'GSML
SURFACE CLEANOUT WITH
CAST IRON. RING &.COVER IN HIGH BLACKITERS AND
2" CLOSE NIPPLE
U.
MAPPED AROUND THE AND
(9752 JORDAN IRON WORKS
BETWEEN CAP OR PLUG
o
2
14
6 I06
13.] 909]
INSTALL 4 MIL POLYETHYLENE 18" ,MAX
d]50
35
�3
6 .i Ifi]_
T?0
INSTAJLKIRON)
]A
&B_1
9.5
P:8 95 �_.$
ROD 14.0'
ROS
MEAS GLQIU20 ON 3M P4 IE51YPIff55UREy >-,F CO'2R FOR WATERMAN MSA RAN 'n
MW. GOND FON A.I. 12' ON LNEATCR.
VAX HEICHT OF TRUST BLOCK (FTI " O.5 r DEPTH OF HEIR,
(REARM OR APPROVED EQUAL).
VIN. FOCHT CF INRVST DLOG( (Fl) 0.O. NPf f 1,0'
R.
30111111
1. LOUTDN AND AU OF OURTMING PAR FM u. 1. 12 OARCRIX ANO FOR SOL TYPES
DIFFERENT MM SINN" SHALL ME MIRK NEU MY TIF FROPER.
2 ALL BLOCKING SHILL. DE POISED W PLACE ORMT UNDISTURBED NATYE (ROUND.
,a. ALL POIRFO THRUST SUPDAS SHAF OE BACRFILLED AFTER MIN. 1 DAY. PRESSURE BSMG
SNALL OCCUR AFTER LUNGREIF HAS IEAOICO FV VNi CC PRM. STRflVGM.
". ALL BLODG. SH/.U. SE CONCRETE 0. 5 (I GD.
5. .D" ..NO
AXARNAT "TWIGS SHALL OEM AGAINST THE GREATEST RTM'D SERFAGE AREA
MES9BLE BUT EXALL T WHA OR VA,..OF11 ENDS. .OWI DOLT, UP f1ANDS
REASON', ACOY55 TO BOLTS IND MANOR SHALL EE RA NDEF
CONCRETE BLOCKING FOR SIL. PLAN - 990.2
N 1 L rPA WORKS HORIZONTAL AND DOWNWARD
DEAI21'S1EN'1' o I VERTICAL BENDS I MARCH 2010
'"u T
96 - 11 N.C. SOCKET HD 2" A.C.
SCREW 1 Yi LONG
(BRONZE OR SS.) 4
Y4" R 2" RAISED PADS
T-
6" CONCRETE
CLASS 3000
12 Y4"
14"
1 Y.'
1P
12 Y.
14'
CAST IRON RING AND COVER
45'(1/8) BEND
2'
T'B,v
6"
�P
�O
~D' 1
5`
45' (1/8) BEND
2'-0"
SAND OR
EXPANDABLE
FOAM
'WATER TIGHT
PLUG
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES.
I. WAND 6" CLEANO)TS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
Na 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1'-0' THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER
NOs PU PA WO1NE] 8 OR 6 INCH CLEAN -OOT
SAL. PLAN - 409.1
o DF3AR7'lD:NT FOR SANITARY SEWER MAINS SEPTEMBER 2011
WATER MAIN
N
2' CLOSE NIP
PI E.
2" 90 ELBOW
CONCRETE BLOCKING
IF ADDITIONAL ADJUSTMENT IS
REQUIRED, INSTALL 2-2' CLOSE
NIPPLE AND 2-2' 90' BEND, SCREWED
AT THIS POINT FIELD LOCATE PLASTIC METER BOX IN
-- f PLANTER OR CAST IRON BOX IN PAVT
OR CONCRETE AREAS.
2' CLOSE NIPPLE
2' 90' ELBOW
2` GALVANIZED PIPE AS REQUIRED
PLAN
WITH REGULAR BASE SECTION
LENGTH TD FIT.
.
VALVE NUT EXTENSION AS REQUIRED
TWO PIECE CAST IRON VALVE
.:
(SEE CAR BR46 /
PAGE 8090)
EQUAL TO OLYMPIC FOUNDRY
STANDARD 8" TOP SECTION
_
CO.
6" MAX.I-�-
GROUND UNE r CONCRETE SIDEWALK
/
WITH REGULAR BASE SECTION
LENGTH TD FIT.
.
2" RESILIENT SEATED ....
6" BUILDING SEWER PIPE ,;,
.:
CATS VALVE, SCREWED
M]RRdM NW1) 19v�1,
101-0110'9' NO Icu Iw1
DATUM
CITY 0 F
IAL RENTON
Planning/Building/Public Works Dept.
2" GALVANIZED
REE WITH 6" SIDE CUTLET
VENTS KAL 7-21-1KAL
PIPE 12" LONG
°"A-` KAL
Y G)
I z
SURFACE CLEANOUT WITH
CAST IRON. RING &.COVER IN HIGH BLACKITERS AND
2" CLOSE NIPPLE
U.
MAPPED AROUND THE AND
(9752 JORDAN IRON WORKS
BETWEEN CAP OR PLUG
o
AND 2" 90' ELBOW
u
SPECFY 'SEWER' ON U0.
INSTALL 4 MIL POLYETHYLENE 18" ,MAX
PLASTIC COVER OVER WASHED
w
GRAVEL CUT HOLE FOR PIPE
1_c
INSTAJLKIRON)
�Ou
10 W. FT. WASHED GRAVEL PASSING
1-1/2" AND RETAINED ON 1/4' MESH
FOR DRAIN
VITRIFIED CLAY MAIN - WT IN A NEW SECTOR BE SEWER MAIN WTH
ELEVATION
PLOLIC WORE(S 2" BLOW -OFF
DEP1kRT31EN'l' PERMANENT ASSEMBLY
a
O
D
�
FUTURE
6" BUILDING SEWER PIPE ,;,
SURVEYED,
BUILDING SEWER
M]RRdM NW1) 19v�1,
101-0110'9' NO Icu Iw1
DATUM
CITY 0 F
IAL RENTON
Planning/Building/Public Works Dept.
T �2I
REE WITH 6" SIDE CUTLET
VENTS KAL 7-21-1KAL
4" IPTHSTUE WORDBBING POST PAINTED
`VWX6' WYE WHITE WIH THE WIRD 'SEVER' S1ENGlID
°"A-` KAL
Y G)
I z
SURFACE CLEANOUT WITH
CAST IRON. RING &.COVER IN HIGH BLACKITERS AND
CHOURED,ItA1
U.
MAPPED AROUND THE AND
(9752 JORDAN IRON WORKS
•WIIO,*R
KAL
o
2975 OR APPROVED EQUAL. EXTENDED TO THE TOP OF THE STUD.
u
SPECFY 'SEWER' ON U0.
SEE STD.. PLAN 403.1 FOR
C SIDE SERVERAND ey ZI I IBL_SEY&2
INSTAJLKIRON)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLUM:
A.
VITRIFIED CLAY MAIN - WT IN A NEW SECTOR BE SEWER MAIN WTH
A NEW TEE USING FLEXIBLE COUPLINGS
(REARM OR APPROVED EQUAL).
R.
CONCRETE MAIN - CUT IN A NEW SECTOR OF SEWER MAIN WTH
A NEW TEE USING. FLEXIBLE COUPLINGS
(FERNCO OR APPROVED EQUAL).
C.
PVC MAIN - CORE -DRILLED WTH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW WE USING RIDD COUPLINGS.
D.
DUCTILE .IRON MAIN - CORE -DRILLED WTH A ROMAC SADDLE (OR
APPROVED EQUAL)
E
MANHOLE CONNECTION - ALL CONNECII NS M MANHOLES SHALL 8E
AT MANUFACTURED KNOCK-OU1S OR THE
STRUCTURE SHALL BE CORE -DRILLED,
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
Mh
1:3:5 MIXCONCRTE
�QUZ
�
�M,p'A' POOC"'AL�O
BLOCK NG d q5
M(H
C� 29: MIN SLOPE
� 6" SIDE OUTLET TEE T
SEWER
6" MIN. MAIN SEWER MAIN
CONCRETE BLOCKING ANLL TYPICAL SIDE SEWER ELEVARM
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
PUBLIC WORKS STANDARD SIDE SEWER
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
CT_�
2 1/2" NST (HOSE)
AND 2 1/2" FNST
CAP WITH GASKET
2"X2"X2' IEE AND 2' CAP
2" CLOSE NIPPLE BEWMEN TEE
AND 90 ELBOW.
2' 90' ELBOW
STD. PLAN-- 9401
MARCH 2010
W-316002
5-316002
O
D
�
CITY OF RENTON
SURVEYED,
WMIB
NTS
M]RRdM NW1) 19v�1,
101-0110'9' NO Icu Iw1
DATUM
CITY 0 F
IAL RENTON
Planning/Building/Public Works Dept.
VENTS VEAL 9-5-14 VEAL
DFmra
KAL
VENTS KAL 7-21-1KAL
VENTS KAL 4-1-14 KAL
°"A-` KAL
Y G)
I z
VEAL 2-3-13 VEAL
CHOURED,ItA1
�"O1
aFtu mare
F MIE dC Mtll
'L1E'1lsameNr4Y
REVISION BY DATE APPR
•WIIO,*R
KAL
CT_�
2 1/2" NST (HOSE)
AND 2 1/2" FNST
CAP WITH GASKET
2"X2"X2' IEE AND 2' CAP
2" CLOSE NIPPLE BEWMEN TEE
AND 90 ELBOW.
2' 90' ELBOW
STD. PLAN-- 9401
MARCH 2010
W-316002
5-316002
BLAKEY TOWNHOMES
604 MORRIS AVENUE S
RENTON, WA 98055
WATER & SEWER DETAILS & NOTES
O
D
�
CITY OF RENTON
a
APPROVED
BY:
DATE:
m
m
APPROVED
BY:
DATE:
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APPROVED
BY:
DATE
APPROVED
BY:
DATE
BLAKEY TOWNHOMES
604 MORRIS AVENUE S
RENTON, WA 98055
WATER & SEWER DETAILS & NOTES
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