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WATER PLAN GIENERAL NOTES _ 5t011dwd Plan 11ift 300
1. ALL WORK AND MATERIALS S1HAU BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF fttWON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSOOT f APWA STANDARD SPECIfIC4TION5, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE-COMSTRUCT10N CONFERENCE SHALL BE YIELD PRIOR TO THE START OF CONS"LJCTION. THE CONNTRACTOR
ANO CW DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTTRL&- KJN-
3. ALL EXISTING LMUTIES 51HAL1 REMAIN IN SERVICE DURING CONSIRtJCI1ON UNLESS OTHERVy1SE NOTED- THE CONTRACTOR SHALL
CALL 1-BOD-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EKCAVAT'ION-
3- ALL MALTCAIALS. USED F0f# THIt C0h!5YRUCT10HII OF WATER SMCM IMPROVEMENTS SHALL LIE NEW AIND iJN1JAAAAGELJ. AND
'CATALOG CUTS' FOE# ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENSON PF00ft TO BRINGING ANY
MATERIALS Ohl -Siff.
4. ALL WATER MAIN PIPE MATERIALS SHALL HE CEMENI LINED DUCTILE IRON PIPIT, THAXISI :SS CLASS 52 PER AWWA C 151 AND C
104. PIPE 101NT5 SMALL BE PUSH -ON OR MECHANICAL JOINT. CAST I RON OR DUCTILE IRON PIPE FITTINIGS SHALL BE CLASS 250 AS,
PER ANSI/AWWA C1IO/A21.1()-82. ALL DUCTILE IRON NNE A1dO FFMOGS SHALL BE WRAPPED WITH 8-110I1. SLAM TU9E-TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 104NCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12 INCFI ►LNR3 LARGER. II/IALxI �,euM COVER CUR ALL WATER IUTAIN$ SHALL BE GO 1NCIiE�s
ANY DEVIATIONS MUST BE APPROVED BY THE C1TY OF RENTON PWOR TO CONSTRUCT I IN. WHERE LITILJ'FY CONF LJCTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE AIDJUSTED AS NECESSARY TO CLEAR CON FLIOS AND TO PROVIDE MIINFMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANU FACTURER'S SPKIFICAMN FDA S421 OF PIPE USED. ALL TRIEW-H
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DMRMIHED BY THE MODIFIED PROCTOR TEST
METHOD (MDO) IN ROADWAM ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD IN UNPAVED
AREAS. ALL PIPE WNE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKINO FOR WATER MAIN5 SHALL BE DIESIG NE0. INSTALLED AND POUR FD IN PLACE IN ACCORDANCE WITH C1TY OF
RENTON STANDARD DETAJLS AND SPECJFfCiATIDNS AND SHALL BE INSTALLED AT ALL VERTICAL AND H C1RIZ❑NTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OIL SIMILAR PROD UCTI MAY BE AEQUIRED ON ALL MECRANECALJ❑INTS IN ADDITION TO
CONCRETE KOCKPIG.
7. ALL NEW WATEFL MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN 7NROUGH THEM PRK7R TO BEING FLUSHED,
DfSINFECTED, AND TE STED. CLEANING, PRESSURE AND PURITY TEMING SHALL BE DONE; IN THE PRUENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RfNTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
C-ORPOfRATION STOPS, BLOW-C)FF ASSEMBLIES, AND THRUST RE5TRMUT/ BLOCKING FOR TESTING AND PURITY ACCEPTANCE.. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OIR BETWEEN THE NE WEIrlAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM4 4GGEQ, DW NFECTEO, FLUSHED, AND PASSED BOTH PRE551 RE AMC) PURITY TESTING.
B NEW WAIEN MAINS INCLU ING SERVICE LA71RALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABCA WORKING
PRESSURE WFTIf A MNIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UP'OH SATISFACTORY COMPWION Of THE PRESSURE TEST, THE UNE %[Att BE 04SINFEOED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TEST#IIiG BY TWE PUBLIC WORKS INSPECTOR
-
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EMSTING WATER
MAIN AND FITTINGS AT THE CONNECTION P01NT BEFORE ORDERING THE NECESSARY ADAPTORS AND PFMNGS REQUIRTD FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PRONADE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONFECTION 10711E LMSiM WATLK SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSIALL ELACV FILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
[1f31.IC WORKS WATER
PLAN - 3W.0
F
DIE.PAR'i'1►{F WATER PLAN 6NER�AL NOTES
MARCH 2010
MATERIALS
A
PIPE CLAMP
B
ANCHOR ROD
R:
NUT
D
WASHER
O
HEAVY I VTY HOT -DIPPED GALVANIZE0 PIPE CLAMP, COOPER 13-LINE 83132 OR EQUAL WITH OIPENINGS TO
ACCQNtMODATE ANCHOR ROD DIAMETER
ALL -THREAD ROD, ASTM A242 CORTEN OR STAINLESS STEEL. SITE PER STD PLAN 330.2 AND STD PLAN 330.3
HEAVY HEX NUT, ASTM A563 GRADE C3 OR STAINLESS STEEL 3IGSS, SIZE TO MATCH ANCHOR ROD
DIAMETER, TIGHTEN T 0 P NUT5 TO TENSION BOLT AND LDtNER NUTS TO COM+RPIR¢SS CLAMP SNUG
ROUND FLAT STRUCK URAL WASHER, CORTEN OR STAINLESS STEEL 316S5, SIZE TO MATCH ANCHOR ROD
DIAMETER
TESTING CONNECTION
PULYPIGE STATION PER STD PLAN300.7
III VERTICAL CR❑SS (MJNFL)
RI BUNG FLANGE ON TOP WITK 2' TAP AND 2" PLUG
12) BUND FLANGE ON BOTTOM
(3) PLUG IMIj WITH 2"TAP ANO TEMPORARY BLOW -OFF ASSEMBLY
W ITH TE MPORARV THRUST BLOC RING
--IrTi-__'
E?LIST�NG WATER MAIN KID 1 _`'(.._0f NEW DI WATER MAIN
IILI�-t
I
TEMPORARY BLOCKING
F3g5T#NG TEE, CAP, PLUG,
OR DEAD END LINF,
DO N07 DISTURB BLOCKING
0 PUBLIC WORK5
DEPARTMENT
FINAL CONNECTION
- UP024 COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
AND WSINFECTIQN, REMOVE TEMPORARY THRUST BLDCKIN-11
AND TFMPORARY BLOW-0FF ASS EMRUE$
FINAL CON NIECTION (BY CITY FORCES I
(1) DI SPOOL
(1) LONG BODY DI SLEEVE IM1)
NEW DI WATER MAIN
NOTES:
1 ALL CONNECTIONS TO EXISTINC`r WATER FAAINS WILL 8E CONDUCTED BY CITY FORCES AS
SPECIFIED IN SECTION 5-14.2 OF THE CITY OF RE NTON WATER UDUTY CONSTRUCTION
STANDARDS
2, LONG BODY DI SLEEVE FOR CONNECTION FROM M TO DI PIPE AND FROM DI TO CI PIPE WITH
SAME OUTSIDE DIAMETER
3. LONG BARREL COUPLING FOR CONNECTION FROM DI TO CI PIPE WITH DIFFERENT 0_1)- AND
FROM DI TO AC OR TO STEEL PIPE
CONNECTION TO WATER MAIN
EXISTING TEE OR END LINE CAP
K!VIA>R<GO�
STD. PLAN - 300.4
(c ' R f
CF
cl 1If I
DATE
NOTES:
1 S14ACKLE RCDS SHALL BE USE 0AS A 101NIT RESTRAINT 5VSTEM WHERE INDICATED IN THE PLANS OR SPECIFICATIONS OR WHERE
OTHERWISE REQUIRED BY THE ENGINEER.
1 INSTALL TH E JOINT RESTRAJN-r SY5TFW IN ACCORDANCE WITH MANtJFAKCTURER'S DIRFCTIONS TO ENSURE AIL JOINTS Aft MECKHANICAILY
LOCK{EC TOGETHER.
3, EYE BOLTS SHALL BE INSTALLED TO PULL AGAINST THE M1 BODY AND NOT THE MJ FOLLOWER_ TORQUE NUTS AT 75-90 FT -LB -
A INSTALL RODS AT EQUAL THREAD DEPT}1 INTO COUPLING NUTS. ARRANGE RODS SYMMETRICALLY AROUND THE PIPE
5 WHERE A MJ VALVE OIL FITTING IS SUPPLILD WITH SLOTS FOR "T' BOLTS KJg5TFAID OF HOLD, AN ADAPTER. (FLRM1) SHALL of VSFO TO
PROVIDE ADEQUATE SPACE FOR TIT: BOLT INSTALLATION.
6 NO RUN OF KRESTRAIN ED PIPE SHALL BE GREATER THAN 69 IN LENGTH 8ETWEEN FITTINGS. INSTALL LONG BODY SLEEVES WHERE A
CONTINUOUS RUN OF PIPE GREATER THAN 60 15 REQUIRED TO BE RESTRAINEOL
7 CONTINUOUSLY RESTRAINED RUNS SHALL USE MJ PIPE WITH EYf BOLTS INSTALLER AS ROD GUIDES AT EACH JOINT.
MATERIALS
A ROD
B EYE BOLT
C COUPLING NUT
13 WASHER
E NUT
314" ALL -THREAD ROIL, ASTM A242 CORTEN OR STAINLESS STEEL SIZE AS FOtIOWS:
MAIN NUMBER
DIAMETER of RUaS
4", 6' 3
12" 4
Tfi`, IR" 8
20" 10
314" go, EYE BOLT, CORTEN, WITH EYI` TO ACCOMMODATE 314' ROd, R0111IAC (3R EQUAL
3/4" DULL HELL COUPLING NUT WITH CENTER STOP, ASTM A563 GRADE OR STAINLESS STEEL
3/4" ROIL ND FLAT STRUCTURAL WA5HEA, CORTEN OR STAINLESS STEEL 336sS
3/4" HEAVY HEX NUT, ASTM A563 GRADE C3 OR STAINLESS STEEL 31SS.5
90` BEND 45' BEND
L
A
h i �I
• :j
CAP PLUG 22 12° BEND
e 17) _
1 _ I
TEE
B_-
11 14" BEND
r:ft�-�i-
HEARING AREA
A,GAINST UNDESTURBE0501L(5F) •
`
PIPE PRESSURE -
-
-
WE
( PSI)
,
p .
F
4„
200
2/111
1ANOC
i{INONEI
NONE
NOW
3W
3112)
2/(2)
21(1E
1111)
NONE
200
41(3}
-
31(2(2)
3111E
IAA)
1141,IC+F
6/M1
AAA)
31121
21(1)
IJJNDNEI
a„
209
7j{51
51(3)
41131
xl(2)
11(1)
300
111($1
B1(5)
W(41
3/12)
714)
1a"
200
11/(li}
BA61
61141
31121
21(11
275
16AIII
111(7)
W461
5/13)
31(21
TE„
200
16/(11)
11/(&)
9101
5/13)
31(2}
250
24/1161
17AIII
13/19)
7/IS)
41(3)
200
n/1131
J61(11t
12l($)
6/14)
3A2)
14"
250
33/1221
231(16}
IS412)
9/161
51(91
16„
200
291(191
21j(14)
16/(11)
6/(6)
51(3)
22
32/1211
231(16}
171(U)
9/16)
51(3)
1$"
200
36/(241
2fi1(17)
2D II31
101(7)
5/0j
20"
200
451(29)
321(21)
241(16)
13148)
71(4}
24"
20o
6411431
46/($0)
351(23) 181112)
41(6l
' VALUES BASED ON SAFE BEARING
LOAD OF 2,D001(3,000I PSF
5011LTYPE
SAFE BEARING LOAD (PSF)
MUCK
OR PEAT
0
SOFT CIA Y
I,D00
SAND
2. LW
SAND
AND GRAVEL
3,DD0
CEMENTED
WITH CLAY
4,001)
HARD SHALE
10,001)
NOTES-
1. MINIMUM 0EARINGAREA MOLEST BE AD) USTED FOR PIPE SIZE. PRESSURE, ANC SOIL CON 0MoNS.
2 FITTINGS SHALL BE POLYWRAPP€D PRIOR TO POURING CONCRETE BLOCKING.
3 CONCRETE BLOCKING SHALL BIF CAST IN PLACE AND SHALL HAVF A MINIMUM OF 0.25 SF BEARING ARFA ,AGA NST THE FITTING
4 CONCRETE 1LOCKING SHALL BEAD AGAINST FITTINGS ONLY AND SMALL BE CLEAR OF JDINTS TO PERMIT TAXING UP OR DISiMANTILING
JOINT
5. CONTRACTOR SHALL INSTALL 0LOCK INC, ADEQUATE TO WITHSTAND FULL HYDRQSirATX TEST PRESSURE AS WILL A5 TO CONTINUOUSLY
WITH57AND OPERATING PRESSURE UNDFA All CON DITIONSOF SERVICE.
6 ALL CONCRETE SHALL BE MECHANICALLY MIXED. JOB 5ITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE All07
ALLOWED.
7 IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATION OR MUCK OR PEAT SHALL BE
REMOVED AND REPLACED WITH BALLAST OF SUFFICIENT STAR ILITY TO RESIST THRUST.
S. CONCRETE $LOCKING SHALL RE LEFT 0PEN OR SHLLIED FOR MINIMJIUM 24 HOURS.
STD. PLAN - 330,1
PUBLIC WORKS CONCRETE BLOCKING
I7fPAFtTmENT FOR HORIZONTAL FITTINGS &25W23
VikLV C MUA A[MId LIU
SECTION A -A
I!'
MAW
MATERIALS
TWO-P*CE VALVE BOX WFTH REGULAR
A
BASE SECTION TO FIT AND STANDARD 8"
VALVE BOX
TOP SECTION, OLYMPIC FOUNDRY INC
940 OR RICH #U45 RNQN-LACKING)
COVER TO MATCH VALVE BOX
6
MA N LI FAiCTU R E R. TO READ "WATER'.
VALVE BOX LID
WITH EARS IN MkFCTHDN OF WATER
MAIN
8' THICK HMA FOR VALVE IN PAVED
C HMA COLLAR
AREA OR 3'm3'xV CONCRETE PAD IN
UNPAVED AREA
D OPERATING
SEE DETAIL, THIS SHEET
NUT EXTENSION
WHITE MARKEft POST WITH ANCIJOR
E IV4RKER P057
BARKS ANL] OLUE LABEL TO READ
'WATER", CARSONITE UTILITY MARKER
CRM3•066.08 OR EQUAL
VALVE OPERATING NUT EXTENSION
ti I" SQUARE
OPERATING NUT
I
4 tit" DIAMETER
'a" MIN THICKNESS,
_% T" DIAMETER STEEL,,
LENGTH AS REQUIRED
MIN THICKNESS
2 t;' INSIDE MEASUREMENT
2 1 4' DE PTH
NOTES:
T, E}iTENSIDNS ARE REAL?IfRED WHEN VALVE NUT IS MORE THAN 3'
BELOW FINISHED GRADE- EXTT1454ON5 ARE TO BE A MINIMUM
OF V LONG. ONLY ONE EXTENS.IONTO BE USED PEA VALVE
2. ALL EXTE14SIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED,
WITH ANTICORROSION COATING CONFORK41NG TO AWWA C210
VALVE MARKER POST
ti J
i
L
�«
3" E
MIN % -
w„
I
24«
5
r fi
NOTES.
1. VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES
❑UTSIDE PAVED AREAS.
2. DI$TANCf TO VALVE SHALL BE NEATLY STENCILED 4N THE POST
WITH }" NUMfMIS
STD. PLAN - 330A � STD. PLAN - 334.5 VALVE BOX, 5TT'J. PLAN - 330.7
PUBLIC WORKS CONCRETE BLOCKING PUBLIC WORKS SHACKLE ROD �~ PUBLIC WORKS
DEVELOPMENT ENGINEERING0 WATER UTILITY DEPARTMENT Jf i
PIPE CLAMP AND ANCHOR RODS � DEPARTMENT i :�_ i_, '1'fl .. DEPARTMENT OPERATING NUT EXTENSION, k�
023 JOINT RESTRAINT SYSTEM J tl lld3 -�'- 6.QftnD23
HBra 101 f� 31 0 6 gool�L l,aFoul3 airT za s .,, EWE w� ,,...w " AI D fVIA iK€R POST .`. ,, , '�;,
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1208 East Kcnncdy I3onlcr-ard
Suitc 230
Tampa, Florida 33602
[p]: 813.131.4770
[fl; 813.445.4211
w %-w.icproup.nct
Cert. of Auth. No. 603-536-314
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RICHARD HERNANDEZ, P.E.
WA REG.
NO. 50841
DigitaIlysigned by
Richard Hernandez
xe
❑N- c=US,
WAsyfi
hood
serialNumber=AATL
24
4�
0410344595, en=Ric
rd
Hernandez,
email=nchardoiegr
p.
net
S rouat E�'o
Date; 2025.12.1 1
09:14:32-06'00'
Adob2 Acrobdt verSi
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W-438412
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