HomeMy WebLinkAboutR-402723(v
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WATER PLAN GEN_ERAI_,_NOTES Standard Plan No. 300
11. ALLIWORK AND"MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS ANQl,ISPECIIAL PROVISIONS AND W5DOT / APWA STANDARD SPECIFICATIONS, LATEST[ EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALLBE (KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2. ALL X1 IAG UTILITIES SHALL REMAIN IN SERVICE DURING CONSTR ION UNLESS OTHERWISE NO .- THE CONTRACTOR SHA
ST I� LL_.
CALILL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
J. FORTHE G(3N (RUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AA UNbjWMi ,-AND
'"CATALOGRCU SUFOR 1;ALL-WWERTALS $HALO. BE APPROVED;Ita ;WRITING BY THE CITY OF RENTON PRIOR -TO PURGIN ANY
MATERIALS ON -SITE.
__- �101MIESS S 52 PER AC 151 AND C W fI/A 4. ALL WATER MAIN [PIE MATERIALS�SEiA'LL BE CEMENT LINED DUCTILE IRON PIPE,
104. PIPE JOINTS SHAUL'BE PUSH-t�I11 OR MECHANICAL JOINT. 'CAST IRON OR DUCTILE IRGNNiP1PE FITTINGS SHALT! BE CLASS 250 AS
PER ANSI%AW WA C130JA21.10 'ALL'DUCTfCE IRON PIPE AND FITTINGS SHALL BE Wi fi EDA4T{iHa-MILRL , TV E-TYPE,
POLYETHYLENE PLASTIC PER AWWA CIO$ STANDARDS.
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15. MINIMUM FROMTOP OF WATER;MAINS TO'FINISHED GRADE SHALL BE 36 INCH ES FOR PIPE DIAMETER OF 1Q-INCMflR.lE5S1,
IAN048 INCHESR PIPE DIAMETEROF 12-INCH AND Li4RGER: CHES FOR
' MAXIMUM COVER,FOR ALL WATER MAINS SHALL BE bOI�
_ _
,AN-bEVIATIONS MUST BE APPROVED BY THE CITY OF-.RI`N'FONIPRIOR TO CONSTRUCTION. WHERE UTILITY CONAICZ 000
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THE PROFILE OFTHE,,WATER MAIN BEADJUSTED AS -NECESSARY TO CLEAR CONELICTS/TO,PROVICIE
EXCEED ON
PIPE DEFLECTION SHALL NOT EXCEED ONE-FIALF OF PIPE MANUFACTURER'S SPECIFICATION 'FOR SIZE OF PIPE USED. ALIr<TIiR'
BACKFILL SHALL BE COMPACTED TO 95 PERCENTMAXIMUM 00 DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST'
METHOD (MDD) IN [ROADWAYS, ROADWAY SHOO' LDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVI
'BE19$MDD.
;AREAS. ALL•PIPEZONE COMPACTION •SHALL
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& �CNORETE BL-ICKING FOR; ATER iMAIN7S SHALIWE-i aE'NW, 1 iALLE-"MD—POUREL) IN P-tAa-[W AC OR�ANCE WITH M OF
Q
IRENTON STANDARD DETAILS.AND SPECIFICATIONS AND SHALLIBE INSTALLED ATALL VERTICAL AND HORIZONTAL BENDS, FFFL9NGS
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AND BASE OF, HYDRANTS. MEGALUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO
CONCRETE BLOCKING.
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7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A IIFOAM PIPE PIG RUN THROUGH THEM RIOR TO BEING FLUSHED,
DISINFECTED, TESTED. CLEANING .PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION'OF A CITY OFRENTON UTILITYINSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS„BLOW-OFF ASSEMBLIES,AND THRUST RESTRAINT/ BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR 1BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEENFOAM-PIGGED,, DISINFECTED,FLUSHED, 'ANDPAmmBOTH PRESSURE AND PURITY TESTING.
[ S INCLUDING SERVICE LATmALS SHALL BEI'FESTE #*; , RESSURE6F 150,PSIAB"�iVORKING �. [NEW 1NATER MAIN
PRESSURE WITH A'MINIMUM OF 225 PSIIEST,PRESSUREFOR�120'I INUTES' W1TH,ArMAXIMUM OF P511PRE5SUREDROP DURING
THE ENTIRETEST'PERIOD. -_ N _ --- - T - - - UPON GOIVIPLETION �F TI1E PRESSURE TEST 'TFIE.LINE SHALL''BE �I1151NEEGTEDi FLUSHED
,AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTINGLY FIE PUBIJCWORKS INSPECTOR.
J. THE CONTRACTOR SHALL NOTIFY THE ICITf!_bF A NTON !WIIATEIWLITILITY ANDMAINTENANGE i)EPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO -THE EXISTING WATERSYSTEM. THE CONTRACTORSIHIALL EXPOSE THE 'EXISTING WATER
(MAIN; FITTINGS AT THE CONNECT - - -- - - -. - - NECESSARY -- S REQUIRED FOR
AND ION AOINT BCFOREIORDERING THE IYECESSA ADAPTOR5f1ND FR�'ING REQU RE
THE FINAL. -_ _ _ __--
'CONNECTION,'THE CONTRACTOR SHA L'' VATE_r - 'S RE �-- 'P NG AND
k EXCA , REIV16',�IE AEI., LI ACE MA'fERU�,+'�IMf3, .RQ171DE?FiORI
ALL MATERIALS REQUIRED FOR THE CITY OFAENTONTOPERFOORM THI CONNEGTTCfN E'LXMrOt WATER-SYSc 1�11., THE
CONTRACTOR SHALL PROVIDE AND INSTALL$ACKFILL,,tbNGRETE BLOGKINd AW COMPLEftWMAGE RESTORAMON.,
FDEPARTM NT
WATER PLAN GENERAL NOTES
SCALE: N.T.S.
AUTOMATIC VALVE —
SPARE CONTROL WIRE
VALVE BOX W/LID—
SCH 80 PVC NIPPLE
SCH. 40 PVC 90° ELL—
SCH 80 PVC NIPPLE
SCH. 40 PVC
MAIN LINE TEE
MIN.
THREADED SCH 80
UNION, TYP.
AUTOMATIC CONTROL VALVE DETAIL
SCALE: N.T.S.
TRENCHING DETAIL
SCALE: N.T.S.
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FINISH GRADE
rSTD. 'PLAN — 300.0
11&ARM P610
KING SPLICE CONNECTOR
FINISH GRADE
SIGNAL ("HOT") WIRE
PVC SLIP FIX COUPLING
COMMON CONTROL WIRE
BRICK SUPPORT
BLOCKS (TYP.)
12" GRAVEL SUMP
5/8" MINUS
CRUSHED ROCK
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='L.�ALiP- D W-N• T� CEfT�TEFFL3NE
FW 'WATER 9AIR, TO
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IC
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ALL EI'T'PNGS SHALV
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Eli ��_} T{??iT EA D �
lk= F7MNT EDGZ OF PIT' [LIB'
NEW 1" WATER SERVICE WITH 3/4" METER TO BE INSTALLED BY THE CITY OF RENTON WATER DEPARTMENT
N 0 TD,
THE rCEN g THIE HOILZ, `Miy$T 118E -AT LEAST'1"[FROM
UNDERNEATH RfBS UNLESS 1Hr-,q40 SPADNG ALLDWS `TFIE
NUT YO TIGHTEN rKCGAIN.$T ITHt OPEN 51Di OF iAdo3 1FtlAN
PONE Ra
3,4" AND'1" 1NATE'RISEF2VICE STD. PLAN — 320.
+ P LTC WQRNIS
DUARTMENT
1" WATER SERVICE
SCALE: N.T.S.
ADD (1) ONE
90°
POL
90° ST ELL
SPRAY HEAD SWING PIPE DETAIL
SCALE: N.T.S.
FINISH GRADE
3/4" SCH
PVC NIPPLE
SCH 40 f
MAINLINE
BRICK SUPPORT
BLOCKS
24" GR
VALVE BOX
MANUAL MAIN LINE DRAIN VALVE
SCALE: N.T.S.
• Call 811
• two business days
before you dig
NO.
REVISION
kL DRAIN VALVE
PVC ST. 90° ELL
FES:
INSTALL DRAINS AT
LOW POINTS ONLY.
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A'SS0TDTA= ,AFFF V fi% FP9 JN LLATf£N UN WA:WWGTC [STATrr, PU,BLIi ET FY '[STATE ;OF `UVA5tW5JP"I,
[DEPAR7M ��
rfZ THE f01+N . IdGmT UST roglCAil A S11PATtAT� fT�01`� fP � fF IRE4 .Lk1'1vOKt, PER 117 MR THE 1l FI✓OTL K
-F .SHE- a fo-d OF7 TRE, ,0tVA_ AVO If' F1_14 :- TWE U.Wff ;' 'S-RALL FURNISH; INSTALL Fels 1t11 ARN TWE
[O!GVA- Ahll[ A& Pl�ft— Afib pAP''PtJRTE4AIICES 8_H_b N N `fR S ?F'Lft
.- THE L3CVA iWi T f T'EU H ,A STATE, CEP-TIFIEf ±$A (fv 11 k' SEAhI L TES Ef �A'FTER ITS 1 llfWL
iNST--ALJLA710 AFTER� AIiR 'AND 1ANflt}!kL'Ly Tf11 REAFT 2 I �XFE i lw A C4DRY rOF > 5 TEST
I. ,1 5HI'AU1. [ ' � F ICR F-AXM TO CI[ i X -O F `f�fT7[V' `1UA T . [.._ I Gl i. [ ' �1 T . i1� iT4� : '1 A T)
g N CONTROL SP .CIAU$T Ax NO 42-5- 1.
C .
- [DOVA Af4a MAR ! KALL, IK [LOCATED ON PRIUAPE PF2CPERTY AMP' A-S NEAR AS fPa$SISLEI 'TG TRE
99 VE y V _ .
a� T �P4RTfTCO'2" DOUBLE EWEOK[VAL
[UMIL7 �vf WORKS ASSEMBLY FOR rRf�fGATION O�R
— ENT FZE-SAp,ENTIAL IRE SPRINKLER [[
3/4" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION
SCALE: N.T.S.
RAIN SENSOR
REMOVE RECEIVER
PERMANENT
CONTROLLER m ADAPTER
MATCHING PEDESTAL
CONCRETE BASE NO. 6 GAUGE BARE WIRE
18"x18"x18" WITH GROUNDING ROD
PVC FINISH GRADE
D OUTLET TEE
LONGSWEEP ELBOW
00
3/4" ELECTRICALS
CONDUIT 3" ELECTRICAL
CONDUIT
110 V POWERED AUTOMATIC CONTROLLER
SURVEYED:
DESIGNED:
KH
DRAWN:
JMW
CHECKED:
MBK
BY DATE AP P R APPROVED:
KH
SCALE: N.T.S.
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
C TY OF
RENTON
Planning/Building/Public Works Dept.
SITTS & HILL
W AS ENGINEERS, INC.
�F
�F yo4o J.JOA4v 0 CIVIL ■ STRUCTURAL ■ SURVEYING
a�I�Nj SC2 O 4815 CENTER STREET TACOMA, WA. 98409
PHONE: (253) 474-9449 FAX: (253) 474-0153
http:l/www.sittshill.com/
�9ti tio9 EXPp3j2o� �O� Project No.: 17668 Project Mgr.: KH
oSCAPE ARG� 1 09 2018
/ / Proj. Engineer: MBK Proj. Drafter: JMW
R-402723
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CURRENT PLANNING
amorganroth 11 /13/2018
WSADA PARKING LOT
IRRIGATION NOTES AND DETAILS
(PRIVATE AND PUBLIC)
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