HomeMy WebLinkAboutW_5326_SLOI./G SIOt OF Sl1!£tT -!I" H'T'OAANT Rtm
_, _ SHtlR'I SIOE OF STREET -(; HYOAANT RUN
CONSl1'llJC'f SXJ"X4' CONC
PM) IWIIMN PAlll<WAY. sn:
HYOAAW ·LOCATION P!Jl;.i, ~ :1 anow. WH.:m: -s<0£-
WAl(KS AAt ~~NT TO
CIJl(fl SEE IIYORANT lOCMION m CIISf:S I & 2
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Ml!) ,V,>10€ ~. ~S l!EJ;O,
Fem THRUST
BLOCKS SE!;
IIIWO STD.
OII/G. W-12 ELEVATION
8" d> REOUCER OH I.ONG Slot ot STRW
1. FOR APMOVEO iYPtS ~ FfflE H'l'ORANTS S£E SPCCF!CAT!ONS ~TION i,13~
2. I-IYlllWmi TO BE P"ll'ITT:0 ACCOIIOINC TO PAINT S~EDVI.E . SEE SPECIFU:JlllOtl' SE(;TIOl'I 09900
3. l'RCMOE "IIR~-ll'll'AY' BOLTS Ill tl'l'DIWlf l'l..loHGt.
4. ~ICK~~ GASKET SHAU. BE "l'W. fACE" At!O Ill' RU88£R C()l!l"OSillON
5<0£',l'ALK
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SIDEWALK AfNACOO IQ CURB
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SIDEWALK NOT
AQJACP!! TO CURB
IRVINE RANCH WATER DISTRICT STANDARD DRAWING
IN.DUSTRIAL/ COMMERCIAL FIRE HYDRANT INSTALLATION
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U;UOlflZ..6./2.ou,,uo ANO P=r M/JAJ
UNOERGROOND INSTALLATIONS
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IRVINE RANCH WA'i'._ER DISTRICT STANDARD DRAWING
00U8LE CHECK BACKFLOW ASSEMBLY W-1 6
& ABOVE GROUND FIRE UHE
/2 If
l"-1/C..,
PROJECT DATA
fcoosTPOCTION -TYPE \f-N, SPRINKLE.RED
~ OCCUPANCY CROUP -B
CL)FANT l,OAD -2J4 P£RSQNS
SOILO!NG COOE -1994 uec
ORIES -2
f1.00R AR[A
ALLOWABLE FLOOR AR£AS:
ON£ STORY AREA
AREA Of 8U!tDING OVER ONE STORY
ALLOWABLE AREA INCREASES 100,:: (l St0£ SCPARAnON Sl:CT!ON 505 (b))
AUfOMA TIC Sf>RIKltR S'fSTEM
BUI.OtNG AREA
TOTAL CROSS -BUIU)INC: SWAR"E FOOTAGE
FLOOR OOE nOOR TV,,:,
6,000 S.f. 16,000 S.F.
32,000 SF.
64,000 S.F.
23.400 S.F.
12,09.5 S.F.
11.:so~ &r.
TOTAL GROSS BUii.DiNG SQUARE FOOTAGE US£0 TO OETE:RMIN£
PARKING REOUIREMEHTS;
TOTAL CROSS . 2J,400 S.F. ~~ACT CORRIDORS,EL£\l.,EXlT STAIRS.RtSTROOMS) FL~ ~ 1,516 S.F.
( · l,250 S.F, PARKING GROSS} 20,622 Sf_
PARklMG DETERMIMA.TION
20.6JB S.F. -250 (f>ER STAU.) «
PARt\lNC STAU.S REQUIRED
PARt.lNC STALLS PROVlOal
HANOICAP STAU.S
STANDARD STALLS ~ $11[ ANO SUIWMG STATISTIC$
LANO-TO-GROSS BUIL()ING RA no
LOT COVERAGE
LANO SC APING
tlARDSCAPE/PAVlNG
TOTAL SITE AREA IN (ACRES
AND SQUARE FEET) (1.14AC) 47,630 S.F.
THE PROJECT IS 0£SIGN£0 ANO TO 8£ CONSTRUCTED TO 1,1£ET
EXISTING ACOUSflC.._L REOUIRU4NTS A.S DETERMINED BY 1H£ COIJNT'I'
OF' ORANG£. REFER TO ACOUSTICAL REPORT NO. IIM-OC3-7-6 (July 6 l9B8)
PREPAR£0 BY MESTRE GREVE ASSOCIATES, FOR l)fTAILS • •
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A. PriOr tc installation, any required permits shall be securad rrom 1he
appfq)riate 9ulktlng c,epertment
e. lnstallatlcn, lnapec:lion and 1es11ng ma• codorm 'Mtt1 th8 1994 edition of
NFPA Standard 13 and the 1992 ~ddition at NFPA $landard 24, with
amendments by lndMdual dli8s or the 1S1il1COIJ3l)l'Bt8( CCIUl'lly.
C. COMeclions lap;er than 2 • to public water systems shell be·ccntrolled
tw a poJtlndk;alorvatve cl an approwdtypa. 'MJel9 t11ewaterauth0rity
has regulations reg8f'dl119 the: oonnedion of private ftra seNlce mainS.
lhl1y shall apply. Where Iha water authority reqlkes baddlow protection
the rallawi\g melhod5 or u,emblies are acceptable:
1. An aboYe ground assembly approved by the wa1er authority, ~
OSHA safety red, and with the vatves locked In the open ~-
Valves conllolling more than 100 sprinkler heads shal be morntored
tD an 15pprowd 1ocat1o11,
2. A be1oN gtCUld ~ approwc1 by the wat« aumlly Sid
loc:aled In an appl'OVed vault. The last vatw on 1hlll assenilly ~
be QOffll1lllad by an approved posi: indiCatOf" ~-1be post
.ndealOJ'r:levica shall ba painlad OSHA safety ,ad. b111 iod<ed In 1ha
open posWon ancl !f controlling mare lttan 100 sprinkler hea~
monltol9r:I to .. approvecl lac:aliOn,
3. lhe location d control a.viCBS shall be·approved by t,a Chlal' and
flewatetauthofitY.
o. Approved flr9 department c:onnediOnl (FOC) lhall be located Nlhin 150'
of a pwllc fire ~ TIie FCC shall be oriented to fac:a 1he fire
depanment aecass t0ad. The FDC shall be .properly aupponecl ancf
shall be prote::t&d fRlln mechanical Injury. The size of plpilg anr:l lhe
tRJmber of Inlets 5hal be approved by Iha Chiel'. If acceptable to lhe
water authorily, It may be ins1alled on the baddlaw assembly. F'"ire
depmnant Inlet oonnadlOnt-shall be paintacl QSH,,\, saret, red
E E'llery sprlnWW system shall haVe a separate c:onnectiOn flUffl Iha pmate ,.._,
F. Where it is~ to pnwlda a post 1nr:11catorYSM, val'le5-~ be
parmitted to be p!aotr:I in valVe rooms accei.sibla from extenor, on
exterior riselS or on interior ri5efs will inlica11ng posts amw;ger:I for
outside qJlll"alions, or rn pitll with pennisSOl'I of h authom'/ haVlng --
G. Private linl hydrantg 5hall be an apptoWld wet bartel styla v.it1 a
minimUm of ona 2-112" and one 4• outlat All outtets 3hall be provided
wfll1 National Standaftl threads. All fire hydtanbi mall be installed on a
-If' riser. 4" oullet{$) shall fsca toward fire department access roads. The
l0weSt oparalhg nut shall be 10catacf e ,nnimum rJ 18" above gade and
hydrant flange(s} a minim.Im of 2" aboVe giade. Fim h'j<frants shall b9
loc.a1ed a ninimum 40' from all sb'\JehOS. A keyed gate valve nN be
providQd for eacn hydrant In an aca,ssible loca1lon (valves shall not be
localad il'l palklhg stall$}.
H. Large private fire ssrvk:e main systems shaN have post lndk:a!Ct' type
seeuonai controll"lg valves; at appropriate poiniS in mt. to permit
secilonalzing !he s~stem in tie ewnt of a break, or for tlle making of
,epan. or extensiOnS-
I. AH pipe shall be apptOVflr:I rot use In •Are SeNlce Sy.stel\'II", Clan 150
1'fflJTIUIT1. aan 200 shd be provided whirl& itie pre,.1111111 uceeds 150
pczmds p;1r square Inch (PS!), -AJi.fen'OUS metal pipe shall be !lned. All ~ pt,e and fittings shall be Pf'Ol'ld8d will • loDS8 8-mil
palyethylene tube, The endS ol lhe 1UbeS shalt be sealed v.ith T 1ape ~ tor undargrol.flr:I un. AR bole.cf joint acoeuol'IU shall be
deaned ancl 1horoughjy i::oatlld wilh asphalt or olher C0lltl8ion nnardin9
rrllt8rial after assembly aid priOr to po!Y-tube lnstallailon.
·J. A rmmul1 of 3a' of ctNW trom llmhed grade to top of pipe shall be
provicfecl aboVe pipe. YJhan S1Jl'faoe loads n e)(JJ8Cl8r:I, a minirum of
36" of CO'IElf' shal be p«!Vided.
K ~ pipe and fittings shal be inStallecl ISldar building foollngs, ~ dearanca shall be ~ ovet pipe and fillings ltlat run
under footingS ta prevtnt: damage 1iOm buikliOQ setllng. A l'l'linimJ,im of
'Z' dliarance shall be p!OVided where pipe paBS9II lhr0ultt tie 1QOr or wd Underground ~ serving In sprt\kler riSerS shall tsrmlnal!il
L 1lVUst blocks or Olhar 8PPRW«1 mothCld of thrust Al!S1rant shal be
provided..tlerever~ ctia,gesdiraciiOn {refer to AltadYnenl A).
. . UHQEJIQBQUHD NQ)EI
Al.l UIIDfROOOUNO PIPI.HIITO Bt HYDROSIAll~lY 1E3llDAl 200 P51 fllll 2 IIOURS
FLUSIIM.l IJHD£ROIIOUHOPIPE '
HI NI MUM BURY u•cr1ai PIPINO
IHSlAI.LAIIONIDIEPlRHJ.P.A."21 , ,, .. ,
PRD'llOE lHRUSI RODS ANO cn«:RtlE IIIRU8T ILOCU
M.ltlAlERIAL lOBEU.L LISIEOOII F.11.APPRUIED
• N.L IDEN!lflll\llal SlalSOII lllUIPHlHl AS RECMR!O
N.L lXCHSOIRTIOIE D1$PlRSlOalJIII SITE ,
TOP f6 PIV'& lOltKT 3~• +/•ASG'llflNISlloo.lOE
PIPE UHOal IUILOl!IJ101l 0.1, ' ..
-l!PBtNQ( IN ®UIBW ,• ' .. REPIJ,l)ltllf6 CIA/a III TREU
ll\ULINO f6 EXCE&&DIRT flllHJOI IIIE
Oll\RO PO&! FOR RISlRS, PIV'S, HIDIWIIS, 1111 f .0. alffll'S
PAINlltllllf EIIUIPMEHI ,
CENlRN. $1AIICN EIIUIPHlNT ,now $Wl!Cll[$, TIJ1,PER SWITCIIH OR [L[ClRICM. WIRIHG
, . SPECIAL NOJ[S •
tlYOIWUS, P,I.Y."SIHD f .0.0. TO ll31JRY!YEO fllll lllCAllOIINI> lLEYAllllN BY ot:HERAL
C:OOIMCIIII flll f .ti, • ' " . • ' ' ....
• • NAJ£B16!: NQIEA PYClOJECEATAUIIEEOW&& 150 cgoo ~
D.l, TUIE U.&.PIP[(l}.$$5D TTTCN~IHl CEMfHl LINED
Po&T-IDIEKEHNEDY•6412& • ,
POST VAi.YE 10 BE 11.J. •7 IX
H.J. fllll!IJS !DBE U.a. PIPE
KEY YAI.YE3 TOBE KfNNt:O! HJ. •671X
tlYOIWII BURY 10 IE tt"-X fLDIJ ti U.& PIPE
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DURING EXCAVATION,iVND..Cey-1!'7_.,.¥ . WILL HUT
DE HELD RESPONSIDLE SHOUlO ANY WATER, ROCK OR
OTHER UNFORSEEff OBSTRUCTIONS DE ENCOUNTEUEO,
OR SHORING IS REQUIRED. THE OWNER Sll(ILL PAY FOR,
AS AN WXTRA TO THE CONTRACTPR!CE,TIIE •
ADDITIONAL EXPENSE i
WATER FLOW DATA
STATIC 70 PSI
RESIDUAL -"l':) PS I
6PM FLOWING 2./4 0
OATF {;·O,C,, INFORMATION FROM_
f3./l.ycrwt GOA Ci),O ~,n,r
Underground Service Alert
Colt• TOLL FREE
1-800
422-4133
Tl.ID w'OPYIN(j lil\Y::; BEFORE. Y□ll [l!G
),far.-r
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C:::::oA n,--.-::::i tJJ, .,. .HA J3 ,ru,w.nJdt.J~ p,,, r.va,1.A£.
z. l,LJ,e1>PAL• Flrn,J,:,• W,rn ,A .qo AJ,<.Bnc:.A,vp
/AP~~IO
.sys i<.n+1 UN (.) v1tGo.f¼.1t.,h,.11J 5, ztS"
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,k),r,n --fO ,,c,//L • .i-"'C:.-_A~IC} 7i!t~,i,1' .UNO, ..ls CJ,P"'r;,.__J" ciFSupp,.,y,,.,c. ?JtJ -----~--~~--
,€& v,12,,0 F,12,rFi.,.;,~.1?~7::Jd.E Plj_if:"J:2:.fl,
""'I, Ar IZ..svrt..1 l3AGo-A-,'" pv,:.ru.~ .n#!Jw AAJ,:;,
C.S. F°~NI ;=;;A.J1.:;H~D r~n. n, ..S.lo" Qt.JI
/ i/4.t..vu &x T<:, ,STD • 1.0~-7
fi/2,.F I/yo To -S1 o. tu· <o
,3. u)ATffl"L /1/\JG f r/ZJJ'-'C..H
i _;:-,._, 91/'!Lt.. fiTTJAlC.? AAJO 'Til,eJs. I &c;c...,C, 7a SrCi /.I)· 12
S. /3A,;.,,1.,A ... c,,.<J Ut..J 11 AR.ovl.i' 6r?Af)t.? To -5.ro k.J•/(,, ,/ lJ~?!"'(
G-G:." P. i/. C. · C '7 o O C ,.,.,., :;,.S I G C>
7-,e'v-LoC.ATt:f' c;," /G.~;1 VA:<..vV
8-//or TitP To .VA r .,,.,r MA1;.J Foa. 1-/vo 1o0·ro µ)-4,, :10-7
'j. k?vmc>Vd C." C:Ar.J Cl(L 1:>,,',_;c,. ,~'l)Ci;:;::;s1t1?£-,V,,-,1) /0p.J" ••
ORANGECOIJNIY FIREAIITHOAITY
REYIEWEO by Planning & DtYtiOJNHftl
Appn:MII subjed ·11:t fletd Nped!M and
..-quirecl test. nolatlonshereon, IW!cflla,.
In oon-,,ondlltnc9 and conklnnanc., ..w.
apploat,fe -.egulallons. The SlafflJllng! Of
lheMplM$lhlllno1beheldtoP9ffllllo
lllll'.)nM lie WIidon of 11nJ ~•
~QE,i,_(,<cc"N
0CFA 1· 3Jt'/'( ~«mr.3 or, &·'Jt1-z1
OtK.Y ITMPEO SH!ETS REVIEWED II DAANOECOIINIX ~E AUlHOAITY
011141 hnL In uvance ........ h,pecions: _,mi 5TT·Zt:J:.Z
••• ···••«••····.........,
NOTICE TO CONTRACTOR
F1ELD INSPll!C110N NOTES AND RSQUIHliMENTS
A. A final fnspedkln Is required. Schedule all inspediOnS and 1osta forty-
eight (48) hoUB in •a\C:e by phoning (714) ______ _
B. lbe trench shall be excavated forthn.ist blocks ancf lnapeded prior
to pour, All C011'0Sion pratectiotl shall be in place. Care shal !Je taken
wtlSft forming eo:t pouring 1hNst blocks that flttinQs and jOints mt nct
burled In concrete.
C. A hyd~latic test (two h'81dred PSI p,assure for two h0\n or fifty PSI
over Iha maxim.Im stalic presslff v.t1en It is aver one rumctrecf anct IJftY
PSJ) shal be witnessed by an inspector before bacldiU ancf tol
compacdort. Toe trench shal be bad<fil«I betWeen jOinl:S befme Wing
co prevent movement of pipe.
o. Toa system .shaO be flushed thoroughly befon, c:onnedion is made to
existing system stuo outs. Flaw rate shall be a minimwn of 10 ftJsec.
through l'IDt less then 4 inch pipe or hose. Approved equipment shal be
provided by the c::ontnM;tcr to ensl.D safety. The tk!sh shall be ~ed by an nspec::kir.
E. Prfva1o 1119 hydrants, sprinkler aintrol valve$, del:ae:tot check assernblia.
post indicator valves, and ftr9 department connections Shall be painted
safety red.
F. Alf control valv81 shall be provided with permanent &1111 lhat clutly
Indicate tts bul<a'IIJ, system and fundion 1he valve Al'Yfl,
.G. All fire SJXink1« synrn ccnlnJI valves (lnc;luding detector ~
assembly ~). that conuol 100 or mora sprinkler heads, shall be
supervisecf by an approved cennl alann ssation unle&s ott,er,,;se
approved by lhe0range COunfy FireAuthortty,
_J L 114" BENT ROD
l:XCf.f"T AT
DEAD &HD ,m,s~
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CONDITION CONDITION 11 CONDITION Ill
_J 11•" BENT ROD L
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1/4" BENT ROD
CONDITION IV
u• LATEAAL
OR EL80W
CONDITION VII
u•" ee!IIT AOP
-CONDITION V CO-NDITION VI
CONDITION VIII
THRUST BLOCK BEARING AREA IN SQUARE FEET
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NOTES ,. ,. ,.
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PIP! 11T1111GS $11,.ll BE ltllt...,PEO Ullll TWO L,.YERS Of ,O•ll, TM PAPU alt ltlf,
ALL PIED IOI.I$ SMALL Ii COATED MITH "Ofvi«ld' 142:11~ ut APPlOVl!D !O\l,q,
THRUST ltOCI: AllUS aASBI OM 225 PSI PR£SSl)IIII MIO 2,0IIG P!lf ALUllMIL! SOIL f'RES$LIIIE Milli 21\ fffl Of CDVH
MllllH.11:. NIDl11Cll!A1 HUIIIG AllfA tlfllUIREO fOII SPECIAL COllDIIIOIIS HAU. Iii APf'IIOVEO H llli IIISfflU
iN~IIIE£l • 111111ST ILDCC 11:MllllG fAGU SIIAU. H PLACED AG,\IIIST UIIOISlllfUIIO son, UUOVEO tCltflW;tEII BAa:flU. DJ cun
IU•E•ll)II SLIIIIRY.
TIIMIST llO::U sun ff CU.SI 560•C•3250 CDNttlfTE, lllllEH IPEClfl~O GTMERVISE.
10 1ACUIJATE IUIUH flEIIOVAl Of TIIRUST &LotKi MIi llllll EIJENS.IDIIS: ·• JHTAU !I,• SEIT AOO UIIOLU. •• USE Q.IIDIIIWHI n,uuou UTWEEN ll.oc~. II WfE()l!O.
standard water l!i<>t-@'!'
A. The w~ter system is to be installed by the developer. All
wat<ar system work shall conform to the Districr,'s "F.-ocedural Guidelines and General Design Requiraments• and ~construction .Manual•, as last revised.
B. The District Engineering Office shall be called for :l~pection •
four (4} working days b.!lfore-start of werk at ~ 451-5300 or lil'Jtl 453-%15. 71?
C, -,A,lre-construetion conference of repre-sentati:ves from aff~eted
age-ncies and the contractor shall be held on the job site 43-hours prior to -start of work.
D. The water system i,; to be staked by the developer'<· engineer· at " minimum 50--foot st.ationing i.f there are llQ exi";ting
,::urbs.
E. ll.ny water service found to be within a driv=ay or ,;aidewalk shall~ removed completely and r-e-installed at the proper location at no cost to the District. •
F. All main line valves shall be ~aintained so as to be accessible during tract developlllent, and all valve stem t.ops having o~er 48-i.nchea of cover will require an =tension aa per Drawing W-9.
o. rn residential streets, the top of the pipe, 10-inches a~ =ller, shall be a minimum of 4.2--inches below the finished street aurfd.ce and 48-'inches below finial,ed screet su~•face m, all pri,nary <!!Od secondaiy streets.
H, All fi= hydr<luts ~11 be set vtith the bottom flang,;, 4-i'nches
olbove the concrete pad or sidcw-alk without tbe use <>f Spo<>ls
and shall be louatOO <> minimum o( 3 feet Erm• the f:CR or OCR at intersectioo..
l. All water mains 6-ino::hes through 12-inchas shall be Class 150,
·A'oMA C-90-0 PVC, unless o.:\lerwl.se noted.
J. ff? taps or other connections shall he made to existing Drnt.rict water mains -pl'ior to =nduoting' an appro-d p-res:sura
tP.f::t on the~-water distribution system. Tapping sleeves shall be preas~re tested in an approved manner in the field in th~ __ p_re~_':_1:_'::_e of th!!! District Inspector, prior to t;:,.pping'
K,
M,
N
o.
,.
Where meters and meter :boxes are located within ~lopes, the llngll!l n.eter stop,;, shall be :,10 located that the
meters and boxes will be p,u-allel ..nd. fl~sh respect.i vely, with the finis.b.w !;lUrface. '
No meter is. to be placec\ within any :.idewalk or
. driveway area. .
·curbs shall be inscribed with a •w• indieating locations o!' all d~tic water services.
Individual pressure reg,.ilators are required by the
lhl+fo7"" PlumQ+:r.,g Code if average .!iltatic pressure in the main i.s 80 psi. or more.
Curbs shall ba inscribed with tie douns for all va1ve location,;.
The c'?"tractoi: ~hall expose a.11 join points ~o \.he ~xist1ng dotnest1c water system for veriticati= of horizontal and vertical lo,;,ation before <X>nstruction.
PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION
VALID UNLESS THE FOLLOWING IS PERFORMED:
PERMIT IS
Final J:1111peed-l'or wa!:erJ.iaaa IIIWIC ineJ.wh water
au.pl.ea that will be te-111:ed (or eoaductivity, turbidity
and odor. "l'hG turbidity -t be 1e:q than 2;.5 U'l'lf and tb odoY rauat be l••• that 1,0 'iOll, note to include
ebJ.oriDe e4or, to be aaeeptahle.
VICINITY MAP UlfDl!lllORO'llND SBRVICB ALBRT HAS HAS PROVIDED INQOIRY I.D.# __________ _ BEEN CONTACTED AND 'l'ho eODtra<:tor workir.g on num waterline■ JIU■t have a
C-3<1 Ueet1se or a Class A Geaeral Contrac!:o:rs licen.se
LEGAL DESCRIPTION
AU lhol certain reo! propery situated in Sonto Ano Heights
County of Orange State of California described os follows:
PARCEL 1 OF PARCEL MAP NO. 88-326, AS SHOWN ON A
MAP FILED IN BOOK 247, PACES 12 AND 1.3 OF PARCEL
MAPS, !N THE OFFICE OF THE RECOROER OF ORANGE
• COUf>!TY, CI\UFORNIA.
THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN
INQUIRY I.D.# FROM mrDBRG!lOUND SBRVICE ALERT
(l-800-422-4133) AT LEAST TWO (2) WORJl:ING DAYS
PRIOR TO THE COMMENCEMENT OF EXCAVATION
SIGNED, __________ _ DATE. _____ _
IRVINE RANCH WATER DISTRICT
APPROVAL OF 'i)oM-1'JC.-l<J,&j,;:(I_ FACILITIES
SUPERVISED BY DATE
REVIEWED BY DATE •• : _, -' .
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