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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
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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
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THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
N 176;36703 Ilj
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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.
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11.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
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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
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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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RIM = 16.57
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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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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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