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ogsf�E�(M)TING 4" UV 4, YA¢D 1205T INDICATOR
1T (,r1Di FOR ro 6E PEL_,CA-rED•i
f
A2A0IbN 5 tST1NG & SUPPLY.
C4,NAIEGT NSW & SLIPPLN' a
t rE,4ISTIW_1 qo° MJ LOCATION,
L W15CLID SLAVS,
--- tort gaaG.t aTII s,4 Rai[ (Xn t4R
trusas m annttn uatm �sua m. w teas /.
wren runs. la`. S. ae a• assts
meRr aaarna mar 2
seams taxrrrass ru.
rb. r. a o• arru ton
a afi Y
tnr
now. ns w. rill. at
PLAN • u ®. a nr.
ss• n
�. 1 1 4'nrtna Km'
®. R.
PfitN401"z /4 -:G OF h" To 3/8"
GPAUEL LlNEO w /FILI FIL g ,
PA$Ric, Bf1Aw. VAULT ,
s+mu a aRSss
END VIEW a en:,.o-, aspra!el+
.106 if DETECTOR DOUBLE CHECK VALVE ASSEMBLY
4" STANDPIPE WITH 7W. 2.1/2" NOZZLE
CROSS. CONNECTION- HACKFLOW PROTECTION ASSEMBLY
WATER STANDARD DETAIL
CITY OF RENTON
e0r m s:us DEPARTMENT OF PUSLIC WORKS AFRIL 1987 1
I -v" A 30'-0" (-17-r ftLIT -' EASEMENT sEE
OF_- cRIPTION CIJ. THtS SFI` -..�
RE-It`45TALL E><ISTCa.
YAKO _PmT II4GCAT012,_._
(W-W 14 RS VA•)
EX5T.
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-- E,(I4sTINy r -ENC�,
LE4AL 065cw -riot(
s
I LOr'S 4 AND S , BLOCK Z , RE:ttON FARM /?C:sEABE,
A5 Room b4 VOL. 12, TP 37 of PLATsy Fime Courtrr,WAsH.
16s r11E h GRIN 30 Fr FOR TrIt".
(t'OTAL, AaEA : 270 Ft K 262. CO Fr : 70,90 Z Frz 3
TRENCH
.1.. - Sf1•ELT FILL.
L!HL TKENG4 4 PCL'(PROPt'LC14E. LINER /
PROACIL '/4 YD. OF %i' TO
a�8 "'aRAUEI, UNLU w/
FILTLP. PAeILIL 5ELpW
VAULT FOR DFAINME
mw 4,K
F.D.b. -
/o" D0U6LE OETEGTOft CHcGK. /AL.VE
AS�Hevr IN V,&.PJJ T SEE PS AIL
GA! T141S S�IEET. (OPPOSi7t I -(AP-X
tJEV•I (p" NR'. CIATE° VA. (FLG.Y, MJ) w184:sdDwA -r ECVC
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-_ PJE=i•l (o D Y.. �.._.. - !Z' x IL "x (o" MJ><FILa. rE,
ROD To v'AULT
SECTION A
N.T:S. -
4 � O
b • < b
V LT `OI
o NT•V FIP176; SFf 51TF PLAN
vIG N
`OI II
_� y!�_F -{EMPoRARY 12 " LAP w(2 "TAP
OFr Ac VY FOP PUGTY 4
-v> FRESSJRE TESTING, TEMPeRARY
_ m BLOCKING, FINALCONhIAGN
TIC
-�! �('1A JV TO M PF-RFORMEJJ PX LITX'U_EV1
- Y � =_ LOST i MATI- PALS BY WOkMA,P,
G Ill+ :;CE Sme. PL44 FOR F14AL 6014HFC714nl Qz
o a - CX 1sT, P tPIN4 SEI 51TG 9LAN
E 1J0 SIOE6ALL ,L II nto
To LRIO 1 -'I� 1 v
1ws. -mu wf-,v 12 "x 4' -0"
J 6-rue, }. GAP W/ EOGKINU • GTR 49, don CAP) -5� `11 N
It
- 7 NE).( 12 "K t2' <(0" MJ X FLc. rEE, GTR 4SI- 0 "j t
41
V L/ a
O
NE IZ" p. Z. -
.� Q ��CISTIFJCT FENCE@ ie.. � qUE• 22t4S%S1A1roNi
�- ter- t0, rr-1k jf t* AW CAP 4stakNCl �WgNFr ,7TOFxtsT.t'sub- W /IZ ^SOL;D -5€- VE-- / Iii -�/� p b
_ _Sf=F. '1ESTtNC DE.TA.IL- >'p "° �STI �I DF- i A I -- b
31 •.
F_ 24'-0") di SCALE = I" o lo- o'•
rwos -nN61 12 "A 12 "A 61 "T �CTR
Il �-- ExISTINCa 12'' VL*LVc, (GTE I4,' -b)
F=+4 I e . -CITY OF RENTON - -��
C:Ex1Srrk s, I-L" AG f -TE2 t, ! ' (CTF, 10 0) DEPARTMENT OF PUBLIC WORKS
I a
t % 2z foo
t THESE NOT
v_ ES SHALL APPEAR ON ALL PLANS SUBM[T TED.
-
;r
L AS wort materialnmil be m scamm- with Inv standards a non spcdfce -i ot&.-;-ryof Renton s „°sy D"Itereoc avd the bars
ediaoe of d, W51)OT /Ai'WA Scoardc sad Spedf tins, as appewea by We Gry of R. rose. A tic of dopro ci pees shall be tepe
oo site stall Beare og m65ttumm -
`I
jJN�Et2G%011t�� t�aT
6�3
(1EMoVE Fj(r__r&
.:„:
f;[) c P11`11444 4-
PkOVIDF_ 4" aL1N0
i
B_3
oFLA,"1 Tv CAP
_ -ExISTINy �" 126oz.
T
f� rrL J "Ola0 /441D TEST C- 0 11 l
ACCO(� DANCE t^11 Tf'I N • F. P. A .
4. Allwalcamaj. m be amcat Rnea dam's icon pipe mat m AV WA 0330 anon Clli or ktes mlan. tKivtnem Qass 52
Csmentg�mntrar anon semi matin�gnah�nAperontam m nwWA C, a laew(Fsevpi�creon. Pipe 3"mx ono be or mawniat im z
i67 (EsstV °alley(
OOr�maftiraa�wt'
EI
1 = 7��
':STAI�Dn..fZDS ¢13 AND X24, AND
EXISTING
1215ER-
N.T.S.
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-_ PJE=i•l (o D Y.. �.._.. - !Z' x IL "x (o" MJ><FILa. rE,
ROD To v'AULT
SECTION A
N.T:S. -
4 � O
b • < b
V LT `OI
o NT•V FIP176; SFf 51TF PLAN
vIG N
`OI II
_� y!�_F -{EMPoRARY 12 " LAP w(2 "TAP
OFr Ac VY FOP PUGTY 4
-v> FRESSJRE TESTING, TEMPeRARY
_ m BLOCKING, FINALCONhIAGN
TIC
-�! �('1A JV TO M PF-RFORMEJJ PX LITX'U_EV1
- Y � =_ LOST i MATI- PALS BY WOkMA,P,
G Ill+ :;CE Sme. PL44 FOR F14AL 6014HFC714nl Qz
o a - CX 1sT, P tPIN4 SEI 51TG 9LAN
E 1J0 SIOE6ALL ,L II nto
To LRIO 1 -'I� 1 v
1ws. -mu wf-,v 12 "x 4' -0"
J 6-rue, }. GAP W/ EOGKINU • GTR 49, don CAP) -5� `11 N
It
- 7 NE).( 12 "K t2' <(0" MJ X FLc. rEE, GTR 4SI- 0 "j t
41
V L/ a
O
NE IZ" p. Z. -
.� Q ��CISTIFJCT FENCE@ ie.. � qUE• 22t4S%S1A1roNi
�- ter- t0, rr-1k jf t* AW CAP 4stakNCl �WgNFr ,7TOFxtsT.t'sub- W /IZ ^SOL;D -5€- VE-- / Iii -�/� p b
_ _Sf=F. '1ESTtNC DE.TA.IL- >'p "° �STI �I DF- i A I -- b
31 •.
F_ 24'-0") di SCALE = I" o lo- o'•
rwos -nN61 12 "A 12 "A 61 "T �CTR
Il �-- ExISTINCa 12'' VL*LVc, (GTE I4,' -b)
F=+4 I e . -CITY OF RENTON - -��
C:Ex1Srrk s, I-L" AG f -TE2 t, ! ' (CTF, 10 0) DEPARTMENT OF PUBLIC WORKS
I a
t % 2z foo
t THESE NOT
v_ ES SHALL APPEAR ON ALL PLANS SUBM[T TED.
-
L AS wort materialnmil be m scamm- with Inv standards a non spcdfce -i ot&.-;-ryof Renton s „°sy D"Itereoc avd the bars
ediaoe of d, W51)OT /Ai'WA Scoardc sad Spedf tins, as appewea by We Gry of R. rose. A tic of dopro ci pees shall be tepe
oo site stall Beare og m65ttumm -
`I
jJN�Et2G%011t�� t�aT
2 'lhe hours ofwcaicin me sues aigLrbf- wryshall 6e roda9 toS30AMm YiOPMaw«,raaya kaoNerwiscaswcG in writing by
the Dganment olPubl c Woris u Tif ffiT. All sues dessres a 15A dull W apmm by the Depaz[m t of Public Woriu
74 hours in adnore. The Police, Department, Fce Department, s shaR be naSxd 2.f lose
.:„:
_ j PIPING IS TO fe3e I NST4LI,ED AITN
PODDi.F�..._ ,Q1D /OR F3LOGKIrJc ANO -
-
and
3. All loabrn._ of ean.n vtdities rho.° are and it sba8 be the mneaaots b8rty m very me sere oases
Innnnnanasen -ire �mage adores, s on5iymammaaEZaRinatora.
f� rrL J "Ola0 /441D TEST C- 0 11 l
ACCO(� DANCE t^11 Tf'I N • F. P. A .
4. Allwalcamaj. m be amcat Rnea dam's icon pipe mat m AV WA 0330 anon Clli or ktes mlan. tKivtnem Qass 52
Csmentg�mntrar anon semi matin�gnah�nAperontam m nwWA C, a laew(Fsevpi�creon. Pipe 3"mx ono be or mawniat im z
i67 (EsstV °alley(
OOr�maftiraa�wt'
A';fi
':STAI�Dn..fZDS ¢13 AND X24, AND
Freevm+ y)t tgxha7lDepo/ ye02+°+ nppNPeraH .4 //aWa'AC3�St77R"'t�iQOt°sR
-. CITY OF P9NTONI STAN0AIZDS•
_..
s. Cam iron and aumx iron Beings shall x r sat Rrcd, umdas mced m �ta� anon in aamNaott wise A, 6E)wwwA
C130(A23.1041L Ctmmt 6aimg more x m rmdc -x /AW WA QOf(A21.7SS. It - ms 3 ittbxa m lY tite6c in
xl�it,
�� r .•„° �y' f �° p )
2).- MIN I Mt1 M. EaIWIZY r. 3' -d' .. e r -LOiAI .. -
FINIS1i$D GTRADE ,
-.
aiamaer ava'haue mahaaiesl yoims. see sbnu x m aom,aamm wits eitba AHS /wwwA O /AZLlaaz a ANS[(AW Won
ANSI /AWWA Clio /AiLiOi as mmbmtion ADSic'AR'WA Cl20j 42L2!ffi ad,AN�J X19 -'w £1e.,3jw31�:.Ja�- t�tthe
rimAI45I CLSi '
RENY. N PRFV. '<IEPi.
-. 3) PROYIAE CLASS 256 PIPE- FITTINGS, SF-F NOTE, 5.
port an ottbe0 mgw tba- rh ��'jomKs) maybe e•mr m /AWWA /wa133$4 sow roar pomms otNvE
'th Buaea pmt,(s/ shag be's armrdance wvh AR77 /AW WA 0110/A21.1082 Aruptanre rating is areordanm wish smtirm 53.53
/iitad�A swim sea vn 2043 MA287(AWWA 0130 /A21.30ffi rNR be slots ved by the mnta¢or and
4) ?WIDE, 79 HCH SAFETY .ti 5TEC1 A 'R.eOLARED BY K,G.W,
�A21S383
la�n:mi
5) CONTRACTOR SHALL MAINTAIN AN AS- F-NILT =ET Or EL0r_9KiHT5
6. Gam vahssshal sentorm en AWWA C3DOaadsbsR be I- body. ben <d- mmsnted. docbk di. who bmme a.IV gawp and ill boa. Values shall be destyp d foc a mitimum wtu opcnsing pseswre of 200 PSL Gale vahxa shall be Dow 3Sa lot Mu°ill
4 �+� COMY r, 1_?E _)
�URiN(7 CDtISIKUCil01N F10T114(1 DEUTATlGyS (F+(JI`•1 T11�PlAN.
GamVaieNA vauleand3•�w� ftas; ,ahMbeinstalledina -It. See meer standard dntulfai"
7 Bypass lnsta0u ore
Ty /�yR p i_
7. F bydra In shall W Cody type (opsaii g with the pressure) - fxering m AW WA G50 -M wi o a 6 inch kim and a M.V.O. of s
inrha, wen 2- issh hose nodes wise mtloai snmdard 7 inch, 60 de V. thmads, O.D. Mmad 4375..d ma dianuur 4.6763,1.3.
inch p°nmgonop- tiognut opened by mroing eouolar d d ise(lefr) WATER UtfLir
8. AS water win le inches and smaller m maintain a minimum corer of 36 inches below finish pads. All water main u u�cha and krgec Y EN GR . D6 Fr- I`L- 11• LS9
shall beat a minimum of48 ineba belarfnim gtWe Wbem utilitymnR:ce, naarr,waur seams are m be cowered m clear.
9. All water maim sir (6) ixha in diameter and Iatger shall be dance with pipe cleaning RIGS• prior to didnteetion. The'Poly PiR3
shall be Girard fodumics.A,p Swab- ASaa�p equa421b(m it deantyfoam wkh%Adummemruatbaae rubb°rcoatingw the
say PIG ody.. 'PIGS' be cylinder w'm bullet sae a square orb. the Dtywill assist the contractor who will pertmm
Lhed: gapaamR 9 +tno -
FIRE MAIN EASEMENT 9a. All 6ca¢�o m and GnreY l2eoron spat tr`ss"beaWsshi�n We Nra«� PSIM IM PSI wergxa4ag Pmeree, in aamrdereswimme f� �. I'"IN
aspen bb g- .h Depumsene. All presmm tearing a. be dose in me preear, of a - �°`¢3 ..i�ti$_ f,.
reP awe.17th'Dty fEsttes. (Y�Q ; /\.✓/111X(, /I+e�•
9b. All ova[ d seiviro shag be dmnfeaed by the injemimn a a 5o ppm (Mmmrum conanrntio") rhlo ter avturioa Dry
That port o£ the south half of Section 8, Township 23 North, Range 5 Cal° Hypachlortc shaU NOT be pk¢a �° me tape ss IoM' Cb shall let a + °sna'1� Jemsd m ace anm Srmw 7- ,....__... -.-
po P 213(12)E 7.113(I2)Fot the5.'andard Spen(imeovs ed-d in Ian- 17-11-
East, W.M° , in the City of Renton,. King County, Washington, and of Renton 10. A premnstsudion codcatus, is required prior to my construction. A minimum of 3 (three) wodting days notice l squired to
Farm Acreage, as recorded in Volume 12 of plats, page 37, records of said .uhcd Wg. Prior ro schMuBng tb: precon a permit information rhea must be xuppBC m me Jtili[y %ngineels Offim. 1Y.eaty4our 'D �,/
t _ty_ - - .bourn n wlba requiadpmreo- ognewmnsnuction.
11. It shall be the contrauots mspombPdry m score all neeesmsy permits prior msrarring mwna[iom.
Commencing _ at the east quarter corner of said Section 8, from 12- Installation of corporate stops, err 2fviaes. fora and meu , shag not be done unto a0 screw apreasenu, mctar appIC960m,
which point the northeast corner of said section bears conunution parours, and payer toffeeshavebeamade an the DtyofRmmn.
NOS° 02' 09" E' thence N89027,25-W, along the north line of said a AS connection m mss maim m be areompfiched by the Crry of Rmtoa, euept sat tea which w be made by zppco cd wet seta
9 mnei ectoss with pant approval of loch the Department or Public W.A. All necessary exaw!son ssM sculna6 m be supplim by ma {y
south half, 2647.56 feet to an existing center of section mamma and be -. pda to Grymritia::oos .ww4s�
monument; thence SOLO 02. 40 "W, along the north -south center of la. inspec[ion will be:ccmopliwea by arep m'irx of the Gry of Rennin. h shag be the T&-%es rapomrbiiily m notify the Ua7ity YAi'
section line of said Section. 8, a distance of 60.00 feet to the Depart tint 2s hairs idaavaaeatbackfdling an ooesrmctinn. Thcccnsra°eoras -11.1h Engr.eers shalt to -buatdrawings
southerly margin of North 8th Street, said point being on the 15. Contractor m provide plugs and tuceporarybk-f fassemb8af or testing and purily tae r -m final tie -in. q
south line of the north 30 feet of Block 1 of said Rentor Farm 16. A1ljokt restraint symcam (Aa&Jc suds, rots, bolls, ar.1 shall be u num.factured by 'b, Smr Mauufamning G-pany of Columbus {!
Acreage, thence- N89 027.25 "W, along the south line of the north - Ohms equal app-el in wntmg by the Depancrema blk Wodz
30 feet of said Block 2 and its westerly prolongation, 986.13 17. As�lt mi cosereu screw pal shag be awmrt m a minimum depth of two inches. 08 mac attic; maybe spade mL Ali such.
u rihema4 Sidewalia, ,W. gapers, ant. driveway approaches shall be sawcu, m a minimum detach at two Snebes or servo ed m
feet to a point on the west line of Block 2 of said plat; thence an east ag eapamiwjomL
Sol-05 34 "W, al ong said west line and its southerly 18. A cempoary cold mu, asphalt patch shall be placed on the day of initial maruci r. with a pernaams, stria pnuh m be vplaced, m Gry
prolongation, 312.01 feet, and the point of true beginning; of Penton policy,.viebin renaays. Call for subgnde inspection poor m placement of ford patch. Tmnches 1901 nor b<left open over i
thence SO1005134 "W along said west line and its southerly might (hoer pnorwn[ta approval of the inspector. r
30.00 ft; thence S89° 27' 25 "E, 15. 00 feet; thence 19. Far Gry projem such telemetry conduit, the PVC uipt mad shall be schedule 40 N unimproved areas and schedule 80 coder �t�t}t %{iLS2G C A%fj //1r_ =L
prolongation, imprwedarms- Mchemial process lines shall be xhed h80 Pt�C pipe
N0105' 34 "E, 30 feet;. thence 1389027. 25 "W, 15.00 feet to the
point of true beginning. Aug a 14,1989 -
WATER UTILITY - GENERAL NOTES SHEE7Q8(la /a9
SITS••
sbTE; Fo(L CITY OF..'RENTotl Sj-AhIDAR -D 'DETAILS..._ ���-�
- -- seE S�IF�T OF 2. ,
- = ''u'.' ^ts�° .✓ r i�'f s7 9 ,J.. -; r �,. •. E,..Pti x:1'g' - ..�„�. - 1.,7L.aw'n Eon_...
"},°..w,4'
L
HANGER LEGEND
d- 2 -WAY EARTHQUAKE BRACE
VVV 4 -WAY EARTHQUAKE BRACE
(1 STRUCTURE TO CENTER
%0 LINE OF PIPE IN INCHES
SPRINKLER LEGEND
;d SPR;NKL1: W !
ORIFICE SIZES
IfF AND TYPE ii',N
1' 3r 3 7 1 SPRAY O O 1?
2 16 8 '.6 2
3• 17 SPRAY 0 3/4
u W I'
'1 2 8 16 2 SIDEWALL Q ® 1?
1- 2 DRY TYPE O `C 1•
1'
TEMP RATING
0 166• z5 z
Q 212• w$
Zp 112 ()l 1
2e6• ga 1 ® ]n
360'
@ 500' 112 2 1/2
SPRINKLERS USED
FITTING LEGEND I , APPROVALS REQUIRED
C MEYERTECw . CQF =R Ot• <.:
F VICTAULIC -FIT"
_M MICHIGAN - SUP -LOK-
P PIPE -G -LET
SN SHAPED NIPPLE DISTRIBUTION
QUALITY BY DATE
APPROVED FOR FABRICATION BY DATE
APPROVED FOR INSTALLATION BY DATE
GENERAL NOTES
L ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS
APPROVED.
2. PIPING DIMENSIONS ARE CENTER TO CENTER. EXCEPT .RISER 8:
DIMENSIONS SHOWN THUSLY (1 -6) WHICH ARE END TO END.
3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH
NFPA PAMPHLET N0. 13 -1983, SECTION 3- 10.15.
4. PIPE - HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE
WITH NFPA PAMPHLET NO. 13, SECTION 3.15.
5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13,
SECTION 3 -1.
6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL
BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTIONS 3 -12
AND 3 -13.
T OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES
FROM FREEZING IN AREAS PROTECTED BY A
WET PIPE SPRINKLER
SYSTEM
8. ALL WIRING OF E'. ECTRICAL DEVICES (!F REQUIRED) TO BE PROVIDED
By 12THGSG
9. PAINTING. OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY nTNF�c _
10. FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY �rHGIZ4 _
DESIGN CRITERIA AND PIPE NOTES
CONTRACT WITH:
I t4 c__
EF�x l51�
_RENTO1�l, Won.. `1Q>G,�`I_
A
PCT JvFF 6AI 4S _
3 Oct
N. 8th ST' Sk _GARDEN AVE.. N.
RENTON, WA
FIRESYSTEMS -- HO& 34TW AVE. .EAST
TA:Ogt + , 1� g64Z4.
(H c122- &&44
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A l3 C
ri CITY OF RENTON
,a
DEPARTMENT OF PUBLIC WORKS -
"e A, E �nol h auc Mva�a.tl�r rasa zu
A.
aae a w. w � E sw
Na w�1,
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mm x 1 [) a 4_ nap
Ixpn ,hangM av a law rent. 9M )t ;.
Asr x z e- Ia. ane r °•
u ar de a ,.a ^9rrr
z w z
s
s AS c) =aa A
Tiacoaping a M n aW s aM1e, Ne:'aP mlmwzea
55 IT, 5 /e' aM Si 3 Gvm'Q
Cmimwun xw mw9 Ie Tea q x xot 6P p awzae S,, R I /0' unx 111 n 1 , AIM A21Z Tz I
w T
RA, - -iro mrre.xzea 55 IT, eA M Axt Ft)e.
o amra ex xm 4e Ie Ta•� °tn
H
w Li�m`n� xxwgi,pt .im`m a, a ewai Sa • dr PWxre.er
Tame. de
a k. aww.e
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N mn r. den e..sno N.T. e�.,.eb
r txtw,w ,.w, emawa Y xwe n ., .-A
•
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w , sx.a,ia xe )N.r+, w axp b ewe
TIE BOLTS
SIZE PRESSURE FORCE NUMBER OF TIE RO REOUIREO
PSI POUNDS 2 2 4: 6 a DS m 12 i< 16 2<
"300 2.120 3/8"
8- 300 11100 ] /i' S /e' 1/2'
to- 275 2L620 iv S /8" t /2'
__T2°250 33,930...
11' 250 16100. 3/<•
16- 225 1S.250 - L<' S/e'
1a- zm soeao. v<° s /&-.
3/4-
2<° 200 90.G80 3/<'.
l0' 200 141.9]0 ]/8"
J6' 200 '201500 ]/e
SHACKLE RODDING AND Tit BOLTS DATE 5_89
SHEET X.XX.
DECHLORINATION
1
TREATMENT PROCESS AMOUNT OF CHEMICALS REQUIRED:
Oxulbramamv+aadxPFt+wa Waw:Iwmm�exaa memlw mxlsd,d Ts,.Ievaw awnrw 6, awawurm va tr minrar�mn ty lm��
ae Aedartl m11Mn06 U,IOr'v1e b me WOL9r)e veN s Wcxiw'v,sAat 690^L W ms tlsdNmm beta N TAOb L TM inldnz of rm cnanim
TM tsars vlApffia ax sbrlllatxi8&Ox Nemiob.arYla6lea� ep tlebnaxlm 9anlTweteamamme Yawmw w,w =rc
Sd}tvn TlamBEem (rananxldmml tleoliro Nrxangaticabnw.VMara.
TLdlrupl9rtle -100RA 08os
SOeim SuMm TABLE 1 -
Taduva19n0e -Bt mW tW b. Wgf PouMa of LkrnW'vauan Cndrurab Rdpmri0 m rawrtralize Vat
T�n`� Inds -!DOw begat eM QOD Emn[. Peatlu[I LObnns Cananve&du br Edry t.000 Gaibru or Vr
U,wNUI and A- Peytred (PO:
RakW
Olbrem 5094x11
Camm�da900 TNONexm Sa9iw1 -
' (mq& W roml 1raa++xD�Im7 Swfim (ac
& az
ax
N au
m
m to ars
I
APPLICATION: LOCAL SUPPLIERS
L BaiyrRm{xd
fmamW PP[e^n OOnrkx4wCan on to pcnii sag ral4cn'91N Vert Vhma wa Ro9rawa
alkniW69 wimrw a cOnminrlerlt v®el ane ak)in9_wial cmMwu 8211 S 212x
rNrirg Am rMrirx9 an1[wIt a a OJrl,4 4dGce, dId'n�>i k aNUdPn NenE Vl4 TY x886)51 ce 884000
(f8x a d�l�sbq d,wpN for awY'AJIm d xate0,
.`Fbr'i TOebme_'MIal9 dsmrn,wx al nw Tmprirm)tl Mbra IAUVwV
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tm 9y ar)m[wtid wasr )aaasl itemamst ram v,+d4:na
OOr,i®'Iirbe N Crwlval a09t a041ua1 azmi pe M Ines
pw 14>w.TMaro ramawllmgvddmw9 sa Cmtaw9ecxi0r4itWn N 'BA-f
Umfid Odiunw9N, wi&bcdNnOde dxaugtmN Ere PariR9 6m3xe.rW Ttl aS)58t21rcDIX}`„�i'/9l
mmule0 b 9uJx tlm Ceulnm9 wSW M1atn &m pgWna -
r PROCESS FLOW awGRAAt
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WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
D E F
setae "a 8o[KNyI A; elaekyR
fcr late i2': °•Y• VMCa 80"1 MT SSI °•(Fr 13OAV4'tKU Qu'm
VB
ASMA Rp,IS
{_ >� t, a
1 20
6' 300 +tt s 30 •<
r , '
41
O' 360 nA
a7 . '. o ;O' 2 RODS
at 5
a3' 350
{ .3O pp
I
275 A. 1 t {o ,� aCUb N+3l9Ca c£ 7
L t7 Vp
30' 30p a {
{
{
Tmpt "B -8)x1
.165• svACd Gam
Typ6� Bbckwg Pbo as W3IS,
Val 1 S IS L _
tig �p Ds =�a v®
�t d,x 7ewaaE-
r� u� C •\
et as
e t23 50 ® .
+
EK {r IS 61 40 u
FIR ado S
a
.. v G ' Sl11av7Coc £' 0 ,
NOTE
TURNBUCKLES SHAU_
B£ USED
STANDARD DETAIL
FOR
BLOCKING OF CONVEX
VERTICAL BEND
' QAQML RENSIOAI
2 /Z /&
L:UN{.KCIC.OIV[eM1iNV r [> rnv�c
A
CAP
x 22i. BEND
w a a n In
mna.nt elwa r « e. w. s elan r[ i. n.
asirnarF.ee1. n
SO. (rae1. z)
., y.Iwt sx. ssi. ar m. r \
s. n.., m as sn re.t s. net ,n e,.t 45• BEND
TEE
p
a[Ivun ox mwnms ... - - If-.L' BEND 90• BEND
- a'Tr7•sc FIGURE 1
Meet e.err.nr.i an In 1•loaca:ae NOTE: FOR CONVEX VERTICAL BENDS BLDCIMNG, -
3. arm or mna.ece r Iw[ •-° � T SEE APWA STANDARD PLAN NO. 73.
. n.n1 mpm as 41
7 TABLE I
s sw .. lm. r Iw , tanapu�t n o`oiiai • p m)w emxa.r s r.
➢m 3. i.lra 3.910 I,ib )s0
'65 w• am me m, .n txe ew .b1 )m e,5m m 6.310 ).)10 I,mO
mta, ° )00 31.MP Ii350 S.Bm l.mv
z 1>) 31,620 N.SA l6,Se0 a,em i,))o
•• ( reels r) • wi SP J).9J0 A9:mo x5
sa. lm ,
.936 1.160 6.Im
of C�.P •9.0).:n.- 905/12 -0.)3 «. .130.. 6xm LS.Jm J5.]b IB.am 9.z=0
n u3 K.SSO Limo )i,6z0 1),65a 9.030
to 90• ew,ai,� i1,�bY �[.
,p na . Ir• m,9m ]S,om 3B,9ee ,9:860
w • I 61 ib p,9a0 b.om ze.5zo A.5m
a Nr txe wo)wt wwinm e r trmatn m m 1680: 69:300 Js.3x0 e,Im'
(n)m' I,JrO 99.9b Ioa.150 33.Ib Sf.2m
W) Ira.[ Sm.3m 39).950 133.1b 1
Im,, nrawalm,.r ..aw.e m w nn.1 I
..a f1 yr -6-r -- $1J,' -1,12 ,a. «. TABLE 2
o can ea
.i�2. _ Ucl
m (i)
1.13
tmm� .nan xamm of m uuea,
n
wt... taym aT rnw,c alwx (41 -'u'•,`p•natr...... - atc. IA
`'ro
"� "�- xaN w,aww, 4rntN nlN [Ip 10 Om
A.m1.ee wvint er <aw..t..malpM1t a Omt a I.wmle P.o)me wi wa 1
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WATER STANDARD DETAIL
CITY OF RENTON
m o
All DEPARTMENT OF PUBLIC WORKS NoYEwea. mp
111
H
GENERAL MISCELLANEOUS DETAILS
VALVE OPERATING NUT _
EXTENSION DETAIL
� f� x• sNUf.
In Imu sfYCm
r-1 SE£ BETA.I -
.Q
•• 6 III NA. Ire• xis. micmfss. -�
r xfru sIrc=
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PJI rirf . !w ! 3 /0• SET $Cefx.
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6 SRR s13fD
rs 45. mB -I: Ul. -11 .
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VALVE MARKER POST -
ELEVATIONS
f
ruvf we4e � ��
M[zFM LW N FO t M W
Sn[ Yt6 e� TF KF f (M n1)m Do .
urmrro RNFx. Txc a4sr a<r Ar
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f mxsrl[vu- Em1nm: etas m -
nar. -1u-A a.I. aII-
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r9mm [Owl.
WATER STANDARD DETAIL
CITY OF RENTON
DEPARTMENT OF PUBLIC ,WORKS
E J K L
HANGER LEGEND
�--P� 2 - WAY EARTHQUAKE BRACE
4 -WAY EARTHQUAKE BRACE
SPRINKLER LEGEND
SPRINKLER rw
F ORIFICE SIZES
AND TYPE
1' y5 3 7 1 SPRAY
Z 16 elsz @.® 1
b 32 SPRAY
1-
2 8 a6 2 SIDEWALL
1'
V 2 DRY TYPE O a'
TEMP. RATING `Z
0 165°
212°
1/2
266° Zo ® 1
®
S 350°
is 500° 1/2. () 112
DISTRIBUTION
QUALITY CONTROL BY DATE
APPROVED FOR FABRICATION BY.. DATE _
APPROVED FOR INSTALLATION BY DATE
GENERAL NOTES
1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS
APPROVED.
2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER &
DIMENSIONS SHOWN THUSLY (1 -6) WHICH ARE END TO END.
3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH
NFPA PAMPHLET NO. 13 -1963; SECTION 3- 10.3.5.
4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE
WITH NFPA PAMPHLET NO. 13, SECTION 3.15.
5. PIPING SHALL. BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13,
SECTION 3 -1. _
6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL
BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTIONS 3 -12
AND 3 -13.. -
7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES
FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER
SYSTEM.
- - - 11 ALL..WIRI G O� LECTRICAL DEVICES (IF. REQUIRED) TO BE PROVIDED
9 PAINTING OF PIPE_AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY_. bTFTF�n _.
10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED
BY 6TIP =Rs - _ ,
DESIGN CRITERIA AND PIPE NOTES
r
r�
��d�
I
CCINTRACT WITH:
Pf•.GGP_.T�3 ING.
po �'j0.>G 151 S
IZ61,.I'f0r`I, �Ia. qs�t
�6tTP�T_.,;j�FE' $A1J�h� �hIT�453-a932
CONTRACT NAME
(�
® \, p ® /±-
W.I 20
N:- 8th-IST 8 GARDEN AVE N:
RENTdN, WA
TAT WORMALD
FIWEBYBTE_NW- 110fo:.:54T'K
WA L$4
- PFL� X122 lofo44. _- --
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