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GENERAL NOTES
1 UNDERGROUND IS DESIGNED IN ACCORDANCE WITH THE
REQUIREMENTS OF N.F'.P.A. 13 (2007 ED.), 24 (2002 ED.) AND
CITY OF RENTONS REQUIREMENTS.
2. COSCOIS POINT OF CONNECTION IS A BD EXISTING MAIN ON 1 1T1-1
AVE., START WITH TAPPING TEE & VALVE,
3. YARD PIV IS PROVIDED TO CONTROL WATER FLOW FROM OUTSIDE
THE BUILDING.
4. PER CITY OF RENTON ALL UNDERGROUND SHALL BE RESTRAINED
BY BOTH RODDING AND THRUST BLOCKS. SEE CITY OF RENTON
DETAILS THIS SHEET.
5. WATER SUPPLY INFORMATION PROVIDED BY CITY OF RENTON BY
HYDRAULIC MODEL ONLY. RESID=20 PSI / FLOW = 1 800 ISMP
6. ALL MATERIAL IS NEW AND U.L. LISTED .AND MEETS THE
REQUIREMENTS OF CITY OF RENTON
7. COSC❑ ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR
IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE
COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY
OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR
WORK PERFORMED DIRECTLY BY COSCO"
B. MAINTAIN MIN.. BURY OF 36"
20 0 10 20 40
Omni
Scale 1'-W'
L
REVISIONS
NO. IDESCRIPTION JDATE 1BY
X
TAP TEE (MJxFLJ
It mor-K
I (FLxMJ)
OL VALVE W/
E5OX 4 TAPPING TEE
92
7-STINC CETAIL.
;�1 '� I1C`N D.I. o%4,TER LII''-
� '�`�"rill J
TA'P Nf; TFF `fs,lX--i , , VIER CAL CROaS(P/Jx-_) ::R FOLYI'IGGI1`,G
TA'P NG G -E VALVE (F_ XNJ" I RI Ir,n FI AN ;F Of. Q1 'MTI- TAP A.NF, 7" FI LJ0
TCIdPORARY F .JG (NIJ) YAfT 12-INCII TA' 1-DLL D FLAN -SE Ors DO-TOV
A`JC 2-111-H BLOW-CFF A53PIELY 1-PLL3(\I-) WITH 2"T.A.P 2' E_DA-OFF
CJN CRt It BL'JC�JNLP T=Pd'OP/t IR ' RI OCK
W
LY
2
i7 F NAL CONNECTION DET,'J_
Ul
Ld
NEW D_I.
AA -ER LINE
F-1
-'AFT ; All CLEA'JINC BY 'Q Pln FFF
U -E TEETINC
AINC DISINFEOTION, Rl TEV'C?A�
BLOCK & BLOW-CFF
ANC TO +,.LVC WIT I D.I. SLEEVE (\J,) & D_L SPOOLS
FINAL CON`JEC-ION HlJITY FC?CES
"I.-APPINIO TEES SHALL BE MADE OF CAST POh, DUCTILE IFO'I OR
E'CAY-�CATED STEEL. EO-TS AND `JUTS S-iAL BE COR-TEI-. ALL TEES A'JC
VALVES SdA.LL BE LL'ATER -ES-ED BEFORE TAP
2. Iv0 SI_L Or STLL IAPS ON CASI -IGJN YJAILG LIE,LS. AF 51ALL ld_ AI
LEAST 2' SNALLER DIAMETER THAN T-♦E EXISTING MAN.
- ID W=I IAP ON ASdESICS CLIVEEI LNL CH 31-__ —
IN-4 IMF_r.F FX ST N-i CITY n- 7FNTON WA -FP MAIIJ` 6VII 1 Ilk nONF D"
SPEER T4P5, INC., U.S. FILTER„ SUP-RIOR T,4'PII\C 'IC, O'. W-STEFIN
Vd9TER CCNNECTION DETAIL
UTILITIES SUFP_" CO., INC.
S. CO`JTR.ACTCR 31ALL PO-HO-E .AND EVRIF" -HE HORIEONTAL AND V-P.TIC:,_
4tE'I'-'l'AY E:k1.51'lA(U WATER It1LilN
Aucr,MEr.T OF EXIISTING -IN- OR STUB IND 11 ALL ART LRi'RIG THE I'.E'N
I INF AT TF= ;SMF HO-17CNTAI AN-) VFRTICAI Ai IGfJIvI=NT OF -HF F,KISTINC
S-UE.
��
6. CITY FORCES 'MILL PEFFORN THE FINPL CDf•UNECTON FROM TIE 7111TER -IN--
CITY Oh N_h:N"UA
TO THE TAPFING '✓„ _VE WITH D.. SL==VE AND D.I. SPDOL.
\d 7; STANDARD PLANS
LST D+lTE:04/C4
DV'+G, NAME: B1"5 SP PA- 8115
FA-F
PFVSION
Pn'
APPR'_
THE 3Y-PASS ASSEMIl SHALL BE INCLUDED AS PART
OF THE DETECTCR DOUR E CHEC< 'VALVE ASSEMBLv.
AL- PIPING TO BE BRASS OR BRONZE.
a'. 8' & 6" =L. x P.E. DUCTILE IRON CLASS
52 CEMENT LINED PIPE WITH C^u LLAR III FRON
P.E. AS 5UPPLIED BY PACIFIC WATER WORKS
SUPPLY CO. INC.
INSTALL EPDXY NON-SHRI'VK GROUT
10', X-C LONG
6` 3. 6.' LONG
6' 4' O" LONG
5
�3A1�FAYi®rYl�
S
10", B" & G" DUCTILE IRON CLASS 53 P.E,xP. E. PIPE,
CEMEN" LINED. LENGTi TO
1._ T OEACMAN BLOCK REQUIRED
J
`10"e" & 6" GATE VA-VE (MJ)'{A TH INDICATOR POST.
�\ INDICATOR POST VALVE SAME SIZE 45 DOUBLE CH- I VA-:E.
2` ALL AROUND
' 10", 0RW . OR 6• ANGEC COUPLING ADAPTER EQUAL -O ROMAC-
COPJCRETE BLDCKING
ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES
SMALL INCLUDE RE51UENT 5EATED SHUTOFF VALVES
AND TEST COCKS. AND APPROVED CROSS -CONNECTION DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED 5HUTOFF 'VALVES.
CONTROL ASSEMBLIES PER D.SOVED .H.S. LATEST APPR
LIST.
PLAN
PLATE I G
PLATE COVER. DIMENSION 5'-0' x�9'-0' z
TO PIPE OR UPLnY VAULT CO.
INSTALL EPDXY
NON -SHRINK GROUT (TAP.
11" FOP 1G" PIP
is' =OR. 0" PIPE
23' FOR 6" PIPE
CCNCR'=TE SUPPORT PADS
CR ADJUSTABLE PIPE
SUPPORTS
COME, �.. ..... ..... .... ...
ELEVATICN
NOTE:
INSTALL GALVANIZED -ADDER FOR ACCESS
AFTER FIELD INSTALLATION, MAIN DDCVA AND 0'r-P.ASS DCVA MUST
OF TESTED SA7SFAaraRILY BY A DEPT. Or !IE`,IT- CEPTInEO
SACKFLOW A55ENELI ESTER.
TEST REPCRT -0 BE SUBMITTED 'C CITE OF FFITCN 'WATER UIUN
ENGINEERING DEFT. PRIOR TO AC'IYA':ON OF INEw LINE.
N51ALL 9RA55 PLUGS AT ALL TEST CDCKS
)1 FX-, ADD LnC0ET2
REVI`,
D :
SYMBOL
S/N 'ORIFICE
NPT
K-FACT.
HEAD FINISH
fl SH
TEMP.
QUAN.
I,
EAPPROVALS
I
'
City of Renton
TOTAL SPRINKLERS
THIS SHEET
soil bs mo pE t- 5 - r.
A X u RAIDI0 rr W
LAIN TO GA'AJ HIT OR
AIN SYSTEM
IC", 82', 6" & DETECT03
L)Ol3LE
CHECK VALVE ASSEMBLY
PTED
CTFf 07 RENTON
r
STANDARD PLANS
LST DATE: 04/04
DWG. IJAME
B 1 OC SP PAGE: B 1 CO
FIRE PROTECTION AND LIFE SAFETY SPECIALISTS
WASHINGTON OFFICE
www.coscofire.com 15000 Woodinville -Redmond Rd. Suite B-800 License No:
Woodinville, Washington 98072 COSCOFP11ONM
call (425) 686-6300 . fax (425) 827-4784
SAN DIEGO e LOS ANGELES FRESNO . SAN FRANCISCO " SACRAMENTO a PORTLAND e SEATTLE e ANCHORAGE
701-"- ❑I CCKIV,3 3'NG PROCM..R
A. c�JEr.AL
h u
I - ea n Yo eab- Go t bl b q hs a e bea ns load ter
l d t ju, „' e oat1. Ti a a a- �cL nrn Ib ,ag. fi
m th- :c3r Go s - t Ig frg I alcdt th plan
an n rgre r N teat of - tE L t�lft ICI .9.1t. F
, al fwn- r Jr'r Ih d r II ch . f:. I I I r3
the thus, n Pcunds h.- in Table 1 by the a bear rp lobo dith o tre nf t ch (tll foot
cf :, s wen soil a I,I, Table 2. -- N13th :h t J
B� CRITE-I{,1M:n :he cI aeaem Cleo I, form cfic
1. The s ) p-ad�re Ia for ,nn:A,,I -r dawnaard vc poeeed ".a the cool edam-wna To
Or -a: ant, - Ara, M .n nub m,
�A} _ -
_. ILI o' tFe thrust .Ic& must to cq,el to cr aef Ea1c Bcc•nq Laad E,UU':
thcn 1;"_ tta depth from ina till
to the block - kaxfmcm H.Igh; a' Th--s: Bedr m) = Death of n Foal
hr
a. Th: tm-t APWA bad z-Fl,p Tue. ie appraz mate) _ In
eatd- or_•)B 1t
4. Thu , rxle I+Iur:L my a vrll h., `
SEcai�kat1., 7+ 2.14, - tleptt of -n,rete Thmei 9— (Cr)
S',NJt1C pfak- ,f T"sneh in Fae- D� - nuf. a= nimmefnr N Ppr (f,
] = I:side Uiemater sl Pipe n F.t _
T,r I• =, en the Fining "Tdbla } 2
50_ = acre Bm,,gLoad it = ando/Sg. Ft. (Table 2) n 3 - O75{-
npihudr 2
e Vh - f F s1
f C M1I h t b against ',roc :i Cana -e
tl 5 5a cr r i i . It - Muar.,„ Lm yl oI Tl,usl EI,; k (Ln) - Hcp"r cf Concrctc
M `m H F -.n I - fibs, in fee:
:.c = Deptr of :he ,crate Thrust 31 z,k to
Staring 3.0- -n Feel in _.J
Jn - Mczmum Langth Cl k1c In-ua- 11-1, v1 rcat odor of ea,erete _ e Rego i.ed A.r ;icigh- >: Oaatn _ ncth) x 0.03?CO
0?061\11 SJ-AC � _ (t-I a Lm r. x) a o.o:7C4
n d. / al TABLE I .
@�{[,
Tocc
CeoJ Cn R.-I R� 1 Dar send
91 rink nASF 'rp ?,'20 a ".e n 7. o,a
`71 B.soo 1o; )n0 6-.is .-'a IYO
s" 300 155
100 21,%a '1,350 =_,980 4-21
30
4 Ou 411 nJ�GUA lUN5 1r ,r'1 i vill .tA _rn 95fln
I�• :5a ,=W 6537 35, 421 a
-hods. In Pocnda _ T IS' 200 5x,900 ]2'0] 18940 19R'x0 9 S6C0
1, arse o- Cor crate (AI = x'e Bsorn9 Lcad IIr 'oun Ja!^+N. F:.: .9L 2U- e0'J 6e.610 65003 lb.l ''N, o2D '2.bbl
"1
12-,900 CA�ACO �5.110 '1100
2. vaalmtm Haiy,; or locust Seek (F1m-1 = OePt, :f T-en c- in nee: _ _ 30" :ou 1'05.060 00,1�] =5.1 Na 25,290
36 200 2C3.590 28:,950 '35,'40 70,40D 4Q.720
IV,lh of T,e-ch Tn Feaa) -
S. Jcptt or _oncrctc crux sock ( do Ucm r I'1pc -cctl = x-d
2 IABL
+. nvn Lsg H ar I.iHmk :Ion) Mc>; mu-, IWight n -
R -f --h., I raa_ A w;, I. LA Iv lu,v ; l.blr �+ c 1a,
R 1 YN A au t ,;I C ,C'u. 'rd.1 (H -_ht x Caalh ,. a ,y L,; .. 0.73,0+ s>,cssd� J eef.ta w,en the depth o co+er ve- tna pPe
(Hm x Lm x ]c) x O.C3]aa Sole Uecrng Loan
r. r)'ANP F ::016 II h a.r Se FtS: �t
1. "Ps- -M9, Pect, etc. 0
=-a�, coy 1 000
C Ito - w i t zontneze rec, red b a :,a .end an 6 ® "u-
t t M ! ] 1 lh p,p, Al he f.. ryai a,d fh= a -I J U Or uvel 3:0G9
dill n l M - 1 d--1 d d I. d tl C-1 Cemen ,ec ✓tl Da} low
h A 2 O. Doc
Slt
P. x to ell thr4at9 3n0 ac nctl nv p11 Cr
I M t tl pr {S T bl -) 3o0 pp r �.,. t to ml':1 '.x+ncat nw or 4y rcmovd murk
Cu Lide al c m eter of 8 pipe = J.Ob 'n=']..bl1? neat a-d repmco,lent L, Wtoed o Itlent
1, < a1 1- team e S. _ e see atabiity :o lee 9< thrusts
th t if . throat ono 90' � i,d alas 21.360 pounds a
l
CA -u L (
-" /2 '
90 13 `1D
F ;'uFE I
n
NOTE: FOR AINDAR uPLAN L BEPNCS BLOCka'9C
SEE goyy,{' SNVDARC PLAN NC. 7'
'BEND
TFF
CC \TCRETE 6LCCKING SITING PROCEDORE
ADOPTED
C.--TY CF RENTON
♦� ��
srArEaRJ; PLAJNa
L?T DATE_ 04,,'C=
_ uc. oar
CO ULIN HE DINCS D C' AC
R'� Yon' �AML: HOB SP GE: BJIib
'-vhere shown cn tre plans or In ;he spedficctiona or ,required by
- rint restraint system (stacks r c., sn-ll 'De used.
;-slat materials used shall be t❑cse -rufactured by
1323 Holly Avenue, ?C Ha 258,
_-I- on eqo 1 ol.erncte is approved i:T
Materials
SLeei Tvoes'
High strength low -alloy steel (cor-ten),
ASTM A598 heat-trec!ed.
L Tiebalt:
ASTM A588, Grade e, Cor-Ten, equal L S. Fer5tnr Tieibalt
Instollati01
SST 7 5/8" for 2` and 3" mechanical -1nt3 (',".J.) wiLln eye for 5/8" cad
Install the joint restraint system in accordance with the Manbfact'ur efs
SST 7 3/4" for 4' to 12' V J with eye for S 4 •ad
rstructi- so all joints are rnechani.cdly oaked together to present j..,L
SST 756 3/4" for ,4" to 24" M.J. tin eye fa. �!4" rod
separation.
SST 747 3/4" for 4" to 12" M.J. with eye car -,'8" and 1" cad
TieUvIts shall be installed to pull against the mechanical joint body and
SS. 757 : 3/4" for 14' to 24' M.J. with eve for 718" and 1" rod
not the M.J. fol owsr. Torque nuts at 75-90 foot pounds for 3/4' nuts.
55' 778 1' for 30" to 36" M.J. with eye far 1" rod
Install t"ocoup''�.'�,ngs with oath rods threaded equal distance into
2 Tenut Hez Nut
tlecouplings. Amara. tlerods sy�-lmet ally a. cued the pipe.
ASTM A588, Grade B Cor Ten, equal to SuperStar Tienut
S58 for 5/8, 3/4, 7/8, ^.' Tiebalt and Tierod
'Where c rdanafactu ens mechan cal join valve or fitting is supplied with
3.Tiecouphrog with Testop Pin
slats for " bol s instead of holes, a langed valve with a flange by
ASTM A588, Grade 8, Cor-Ten, equal to SuperStar 17ccoupling
mechaniou oint al -tor shall be bead instead, so as to provide adequate
space for 1-tnc tabclt.
5510 far t/8", 3/4", 7/8", 1" Tierod
Nhere a ccr. Lin— ran of pipe is required to be restrained, no ,un of
4. Tie-
restral-, p'pe shall be greater than 60 feet in length hetwee sttings -
tin g to desired'ergths
Continuous threaded cad for cutting
Insert long bocy solid sleeves as required on longer rurs to keep Berod
ASTM A588, Grade B, Car -Ten, of ;o SuperStar is
lengths to 11-.e 60 foal na.zinrum.
SS12 far 5/8', 3/4", 7/8", 1"
Pipe used in continuously restrained runs sholl be I-echanicai joint pipe
S.TIewaiiher
and tlebolts shall be Installed ❑s rod audes at ecc, )a:nt.
ASTM A588. Grade 8, Cor-Ten, equal to SuperStar Tfewasher
SS17 `c• 5/8'. 3/4", 7/8", 1' round flat washer
Flpe Test
Siza P•:zssul; Number and Size of Rods
I^ hrss PSI 2 4 6 B 10 12 14
314"
1 251u 3n4'
rl
2 5
SHACKLE RODDING AND TIE BOLTS
Y ADOPTED
Cl- OF R7iNTON
.� STANDARD PLANS
LST DATE: D4/C4
Dva�. NAME: BC89 FtiCE:3089
*ALA
SHAD 5E COATED UJ/ �IA5TfG
PROJECT:
Tea Palace
2828 Sunset Lane NE
Renton, WA 98056
CONTRACT WITH:
The Elite Assocates
22630 88th Ave West
Edmonds, WA 98026
DRAWING TITLE _
FIRE SPRINKLER SERVICE PLAN
Li
DATE : 2/28/08
SCALE : 1 "=30'
DRAWN 9Y : Ty Allan
®25KD-6016
SHEET N0.
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