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HomeMy WebLinkAboutS_5146_S113660 :I: u <( w -- BAKfJI 5 T. a i-------r---~--t----''--':,( > • 0 • ID ~ z '.j____..:_"J.j.....:A~O~A~M:.._5 ___ ,_.-=-A_:_> ,_E +c-;;-;; ·ORANGE 0 I- (!) z -I--~ CITY OF COSTA MESA • COAST Q COllEGE I----~ 1-------j O R A N G E C J' FJt.lRGl!OU • w z ~ ::> ~ 0 • • • I -> • IRVINE :I: I ~ 0 0 LJ.. • 0 m u < ~ < VICTORIA 5 T .. r·, ~ 1 • 0 19 TH ST ·-· ,.1---'--'---'"-'--+,c:;---..::..:....T,',Z'. -.. \ z / C .. u ◄ .. a. INDICATES AREA-J. SHOWN ON LOCATION MAP 0 C f • w "' WPoi11r ='~V-,: # BA, l' l / Cl T _,,; f, 1NEW~dlfn!~~ I BEA • ' I u 0 ◄ • ◄ :E ,r - a .. , ' ' PACIFI~ VIE MEM~R I A PA II k RD. r B A Y 4' IV;~--~ I ~~( 4 c::;- 1\t ~ "o◄ \. .,,. ......... . VICINITY MAP ~"~ ~\ l/4 0 ¼ ½ 3/4 1 GRAPHIC SCALE IN MILES SYMBOL LEGEND ..... 0 'Cf □ -0-- E-- ,6, -x-x- POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE POWER POLE ANCHOR MONUMENT FENCE. BLOCK WALL TREE SHRUBBERY ~~ BRICK WALK I_-. , _ I L . .:.c....:....C:cJ CONCRETE t: ;I t'.L/~~"""'J BUil DING , ✓ EXISTING CONSTRUCTION NEW CONSTRUCTION ---i-CENTERLINE ----5-SEWER LINE -----w-WATER LINE --<;-GAS LINE -E-POWER LINE -TEL-TELEPHONE LINE -TV-CABLEVISION LINE -SP-SPRINKLER SYSTEM STREET EMERGENCY fJ1~ TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELE.PHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALE RT ' --G· --T, ~ ' 0)-~ j 61:0101-< 4/u=-~ s/us - ~ NUMBERS NUMBER 534-0251 895-0221 611 644-3011 962-2411 ~ ~ G---- I I I 542-6222 after s:oo 542-3975 720-4040 1·800-422 • 4133 U C , l ill £ \;;" . -·-· -~;i - "a I -~ -· "' I I~ ei I I I I If 6i I I I 11 I ''V . 4"s.o. ( PVC) I 611 COVER .. . -., - - 4 I I ~ ; I I J f1 I I ~ BASIS OF BEARINGS . CITY NEWPORT PUBLIC WORKS I I L -______ __,__ _ _,...,---, \ ,0 x- -(,1✓A l::fZ 11 f:-:ff-'fl-. l -__ 0131: ,:;;HT ~o PLAN ---------------- 1/2'1 TELEPHONE CABLE 3411 COVER BENCHMARK '' ' ' )) \, ' I ' ) E::Xl'<>T u11 AcP IVATh:FI, XJ~-1;':Xl<ST B II YuP C,:,8,¥Ef< OF BEACH DEPARTMENT i ~~".;J-!T l.+2. 1;-~ Ei-1.A~E.D \llcW i;, l.O:ATION OF UTJLITIOCe.. 'THl0 ARE;A I :'~: ' ' "--sc-----~~----------------------,,,----~---------,--i--1---1-7 -7 ----t-+---· ----¼) '"-.,_ ---...________ I I I I -___,/ APPROVED, ,-,,---~~--~--~ ~9 ~ UTI LITIES DEPARTMENT "-.,.,, I j---L ---,,~ -:., ------~~ -~ I ! ____ J :-@ 6/8/89 ,& MOVE 8ACKFLOW DEVICE /\ 6/"13/ 89 ~MOVE GREASE TRAP LOCATION MODIFY PIPING £ AS-BUILT CNB_ WATER TIE-IN SEE OETAILW7/6/ 92 \@ REVISED SEWER Pl Pl NG 8 / 15 /92 ~-5-& FINAL AS·BU'LT REVISIONS 9/17/92 1/,1{n -A,Ctiii'eC1s: Jean ·w. Fraley Architects. • 202 Lake Was~lngton Boulevard s8allle, Wa. • • • 98122 ,T<;!]eplione:· • ~206) 32,4--4800 Projecl .Team: :StrUQtural· Enqineers~ Macdonald Mclerel'I Heinmond. Inc. '2_1_5 Eighth North ·saattle, Wa. 98104 "(206) 622-4580 _Mechanical. Engineers:._ Edw3.rd ·S. Sider & Associates 180 Nlckersolf, Suite 304 Seattle, Wa. 9811)(1 (206) 285-2966 .Civil Engineers: G.E. Chapman & As,ociaMi• 3147 Fair~iew Ave East Sui)'II Seattle Wa 981-02 (206) 324-6900 • 200 _____ .,.. ___ _ Project:· Fisherman's Restaurant Newport Ocean P~r At Mcf:adden Piece City Of Newport Beach, California i-t.E.G. Enterprises 610 Avenida Victoria San Clemente, CalifQrnia S-5146-$ ' SHT. I OF 8 I (I) S3 l---+--'1 1 (,Z)~ 'v r-cD i I \ I ------- -- i I! I l I I I I ' I ! ' I " I ' ' 7 --__ I ' I :p· ' ' J H I i ------------I s ! T __ll" t---------- I ___ 1t-c OIETERICl-t POST REORDER NO. \13013 ~-'i -----'1-'·C:'..-''----=-----====;Kx?f_ -~===ilr--- 8:-1:; <of!T Ui for:. --i:::)(fGT STAlf<. I; N LAPCtfD VI l::W of \~ lzZUIP 4'a::>NN1:CTl0N1/' \ --·-•·------; \ , , ' I 1Z?P Of_ ~o&T PIAifOl<M = cp , --,I •-I-Z,44- l __ =-~---~---r--'t' r--~------_-_-_---W-_c-__ ➔1!-----+--,--_72:>_P_of f$W fVl~M _,h ~t-lm========='===±:i=c=======~_ 10.Gq 'f"- J-1---_ ~---t I 1->,-~l<or RAMP~ --> ' -+ll--t1,'r----t>r- ~ ~ ® E:-Lt:VATloN A LJN!)i::f2F'IE:f< U11Llll' FLATFaf<M \____ -_\NATEtZ Llf-JE MAic:RIAL5 L.l-:57 CI) 4 11 dJ )( -zo' FY c Ye LOM 1hie: p~i::-.:;-~l!ZE f'I P1:" Cl P::5) CLA :5::., '200 @) c1;v,~Lo~ couF-11~1'"''"' ,@) ~ 4 11 DUCTILE. ll<ON ?IPe CL. 53 ,. LchlGTH f<.EQUl[<f::P W/VICTAUL.IC GROOVE ~ ,4 11 d> X F' I l;;I..D CU1" PvC 'l'~LoM I t--1 e" Pl<f:;~f.C'i..l ~r,;: l•'I f-"'t; {\ P::\) C LA::5,:5 ~;c>,;:;; VICTAULIC NO-10O-c "90 ° E.L LOf-JG RADIUS '\_:_) 0 CC:hTA-LO~ 4~0 SL.L 1MALE 6i µ'ALe-~ \/IC.TAUL.IC 5-TYLE ~I COUPLING ® CE::R-:-Tt>s-Lot. MALE; 13--,, !$OL.VE:f-..lT WELD AOAr'°TE~ (~ CF,',f2-TA-~C)t-::. WI VFLi:: 1 µAl.~ ~'( f'LAIIJ Ef.J.i;;, \__, G) -CE'R"TA-Lok Ei--!D FLU!.:/ ® -rvc 4 5° Hue;x Hl.lE:$x ~ue-VJ"('a J 411x4")(411 oOLVEhlT WELD, ::5'Ci-l.80 0) -4 1 I CE:RTA-Lole Ti<-A!--1511101-J f I TTI f,J G I MAL.E' e,y FLAl-l 6111 J!oJE< @ GPl"CE. HAflCil:l<b C5 6>'-61± ~--I 11 GRIIJl-11::;;L A P.JLl5TAf3Lf;; ~ 5llPfbW Of (£;1::Wl=F,: ~INF: C LE:VI 6 Fl 6. SCfO 111-Io" -,- P.PPROVEO, 7 REVISED SEWER PIPING APPROVED 8 FINAL AS-BUILT REVISIONS F S RT, P.E R.C.E 38799 PUBLIC WORKS DIRECTOR R.E.N0, ___ _ DAT DATE BY DESCRIPTION APP'D, DESIGNED DRAWN UTI LITIES DEPARTMENT REVISIONS CHECKED DATE Jean ·w. Fraley Architects, .202 lake Washington Bouleva·rd S~allle, Wa. • '98122 ,i'!lephone:-• (206) 324-4800 Project .Team: ;StruCtural En~,ineers: Macdonard Mclaren Hammond, rnc. :2JJ; Eighth North -I _Seattle, Wa, 9810-4 (206] 622-4580 JAechanical. Engineers:. Edw8rd ·S. Sider & Associates 180 Nickerson, Suite 304 Seattle, Wa. 98109 (206] 285-2966 • .Civil Engineers: G.E. Chapman & Associates 3147 Fairview Ave East Suite 200 Seattle Wa 98102 -U06l 324-6900 Project.· Fisherman's Hestaurant Newport Ocean Pier At Mcl;adden Place City Of Newp'ort Beach, California H.E.G. Enterprises 610 Avenida Victoria San Clemente, California PLAN AND SECTION _ ~E:.V: Z-'2Z>-E:!"1 CITY OF NEWPORT BEACH S-5146--S PUBLIC WORKS DEPARTMENT SHEET z OF P'Y I I ' ' ' -------.. -__ ::---1-,_ , ___ ,---- -----,--- __ , __ --- ' ---1 ----' ' -' i· I I, LOCATIOW AfJD -5I2.E op BLCiCl:::1,JG For<. Goll--r-<t~h'::f DIF-rt;;~:c,;,.,rr if-lA,-i -6HO\\l,J -$°HAL.I.. f:',1; pr:: re-r~UIINl::'-D B'f l"H[; CM"'-/ 8'!-J.;;,liJt;;F;;~. 2,AL.L BL.CJ.:;;k:.I1.I Gt· F'o/2. HOf-~IZ:OfJi'Ai,. FliTII-..IG;;;; {Pou~:co lhl Pt.Ace:::,) (:'I-\.\. l,.1.--f3 j'.'.;Af<'-AG.Al N 6T Ul.l '71 ::;"'fl..l!Z,~(~v hJ A, 1Vt7 car::oi,/1-!U, 3. ALL. F'OUK":'i.J '"rl-11:u ,.-r BL:,.;1:::5 -61-IALL ee.: I h.l I ACE Ah\U ·:5llFr1Clf-:hlT TIME: of-I ALL 131';' ALLO\i\tC::i.,J POP.. Cof.JCR:.C-rE 7'0 CUf2J;;' /4WD ~1--1 SI-I ALI. BF.; 1::,..4,C ~i:;lll,.e'U .4 f-)0 Ci1Mf'ACTE;;O PR10;;;:,o FR.e?~u,,~1;" 'Teo5"f', HORIZoWl"AL. 68.lD .f, ALL ~LOCl<:lhl,.,110 EHi C1'\Jl'Re:if:; Cl !', (I 1/z) 5. f;:>LOCklhl '=i AGAIN "'.>i FITilt,k,r'., 51-iALt. f.lC:Af?.. A~A.lr-1'.'.,Ji ii.IE. G,,~At~i FITTIW Ca :O:U,;.F'AC/;i; /4RE'A Ftr.;.:6\o'--C;:: 1 l::'.'IJfo'HAL.1.- iJO'f COVrER 012-E'i-JC\..01.>F;; BE:l..l.. f;'f-Ji:;;,,,:;, Jolrli ~l"i,,"'l";,' OR, 0/~Ahl~. ~-ALL l-lo~I 20WTh.L. F.!:,t,.t?C~II-J«i i1-IF:JS7" .41'!1;.';b-.~ Sl-1..il..L SC C E;'f..J if.;; P:C1;_,, e; fJ Pl I?; "'1 t-"~NQ " r:,,,i 6.f, jf.;i; I ,4 $ o 61!;1,1 ~ I C'AF' c,,=;:: f'Wc.:i ::o 4.'l ~.F z ,T'l'f'ICA.L \fJAie:r<... MAihi 11-lf2.'.-.U-:51 f5l..X[:::. 11'14°,;,1<:'~~"" L"l 6.F J fJ I? FZ.EF'!Sf2-TO CJ-.!.6, ~1AhlDA~Cl D'IJ6 ,j:i -::;jp,-?10-1... !I!], ! /-~r--f;.E:f'LACE ~,11,H liJ-cilTU -== // !filr/ D M A7'f:: RI AL, co M f'ACi IIIIT // = w M RE<Sll.l\RED 6-/ C\I'( -==:: r 1111 ~1 ~µ GtlhlE:f::f<':. 1 1--JEWPt>F<..i BE;ACH ffi >I - r~I 1'1PICAL WA1EK PIPE Tf<.El--.lCH 6Ec..1iohl \ I ,4,.-:....iJ l.,;.:_?~.....:.=~'----'--'.:-c:c;.__;_..:.._:__;----'---'--'-.C::::.:....:'--'---=--:=--=c..___;_::...:._::__ DIETERICH POST REORDER NO. 113013 5EC'Tlokl i5' ;~~.~AL - I I N01'i::;: MAX I MU'.1 ::'>f'ACI NS CF" U11 Li'TY p0c:,T:-: 61-iAL-l~ f.3£S'. 12'..o"o.c. f'f;'..OViOEA MIWII-ALllvi oe: '2 l"!'+c. LEr-lc.;;-rH OF PIP'r.! 1-i LDIJG OF<-1.,e>i-JSE:.R., LOCA'Tt:: f'C>::i"f~ 1 f-1 ol.J Cl-i A i--AANr--11':!F': A-5 10 I-JCT I f.l~F''i:::f--F; WI Ti-I i;'"Xl:5"L G-tUAf2.Df:AIL fo51".:;;. f"LACF.=. -~Uf'f't1r-.:..T f'os--r A-5 CL~~ le'.' Vc:r"""TI.:'.AJ,., Br;l-l!7 A-:::i JOifJT t EXl::'.5,I1.JG (SJUARDfi:/41L Po61:5 Fr::F',M IT, _, ,~, '~,,,~",...._ '," ELE\/ATI C)~-1 APPROVED: JE~~799 DATE ~5'e:.;cL1~1 t-! &="~----- UTI LITIES DEPARTMENT --_- I ----]-- GENERAL NOTES ,-- ' ' 1. ALL PIPE & FITTINGS CLASS 53 DUCTILE FROM PIPE. ' THE INTERIOR SURFACE AND EXTERIOR SURFACES OF ALL PJPE UNDERGROUND SHALL BE PROTECTED FROM CORROSION. THE TNTERJOR SURFACE SHALL BE CEMENT MORTAR LINED AS SPECIFIED IN STANDARD SPEOFICATJONS FOR PUBLIC WORKS CONSTRUCTION SECTION 207-10.4, SUBSF.CTJON 207-10.4.2. THE EXTERIOR SURFACE SHALL IlE ASPHALT COATED AND WRAPPED IN ACCORDANCE WITH SUBSECTION 207-10.4.5. PREPARATION OF PIPE ENDS SHALL BE IN ACCORDANCE WITH SUBSECTION 207-10.4.6. 2. ALL PIPE ABOVE THE GROUND SHALL BE DUCTILE !RON PIPE CLASS 53. PIPE ENDS SHALL BE GROOVED FOR VICTAULJC MECHANICAL FITTINGS FOR FLEXIBLE JOINTS PER AWWA C 806-87 AND VK'TAULIC STANDARDS, ALI-PIPI: Mo!UAl2, 1-lNl::D %E-Notl:: I. 3. ALL COUPLINGS ARE VICTAULTC MECHANICAL FITTINGS STYLE 31, FOR GROOVED F.ND DUCTILE PIPE OF AWWA DIMENS!ONS)COi"ITT:D Wlil-l H~ I\IIA'Sl1C,, 4. ALL FITTINGS ARE FOR AWWA SIZE PIPE IN ACCORDANCE WITII ANSI/AWWA C-606, A_'!SI A21.10/A\VWA C-10 & AWWAC-153. S. ALL ITT GRINNELL BRACKETS STRAPS AND CLEVIS SHALL BE FACTORY GALVANIZED GAS LINE PIPE CLAMP SHALL BE GALVANIZED OR CUDNIUM PLATED. ALL BOLTS NUTS AND THREADED RODS SHALL BE GALVANIZED. GALVANIZING SHALL BE IN ACCORDANCE \\'ITH STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUC110N SECTION 210-3. ALL ABRADED AREAS SHALL BE TOUCHED UP IN FIELD IN ACCORDANCE WITH PARAGRAPH 210-3.5. , E--WA~L. Of ~I f~U ~p '<:>1A.Tloi,J U11Ll7Y l..lNE:~ APPROVED -Ar'chiraCts: Jean ·w_ Fraley Architects_ :202 Lake Washington Boutevard Seatlte, Wa. 98122 ,T""lept"ione: (206) 32.ol-4800 Project .Te2.m: _StruCtural Engineers: Macdonald Mclaren Hammond, Inc. '2 J_6 Eighth North _Seattle, Wa. 98104 (206) 622-4580 .Mechanical_ Engineers: Edw8.rd -S. Sider & Associates 180 Nickerson, Suite 304 Seattle, Wa. 98109 (206) 285-29d6 _Civil Engineers: G.E. Chapman & Associates 3147 Fairview Ave East Suite 20() Seattle Wa 98102 (206) 324-6900 Project: Fisherman's Restaurant Newport Ocean Pier At Mcf:adden Place City Of Newport Beach, California H.E.G. Enterprises 610 Avenida Victoria San Clemente, California ffi FINAL ASBUILT REVISIONS _WATER PIPING -PLAN & PROFILE RE'/-· 4-\~-89 PUBLIC WORKS DIRECTOR =-l<e,i~--1•30· 1:1,"I R.E. NQ ___ ::J;:>.;...TI= I-:o -ePi -~~ i--z,,~e,~ DAT• DATE BY DESCRIPTION APP'D. DESIGNEP DRAWN S-5146-S CITY OF NEWPORT BEACH REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT __ . -SHEET ? OF b 0 ... ® (4) (4) --71--11".U 61 Bi~O<'..'I::: CITY OF NEWPORT BEACH; TO INSTALL. REFER TO '--- SHEET U-I FOR DETAILS. t' \ ·•, REMOVE EXISTING 6" MJ CAP --~·-;" I AND CONNECT. / DOUBLE CHECK VALVE 6 HYDRANT ASSEMBLY, SEE SHT. U-7. 4 3 (i;,11 FE x ivfJ ADAfTE:i< I \._ 0 ... , .. 2. <,;;, I V,JATEF<-LIN E. ISOMETRIC ~L1ST Of Ae>eiREYIA17oNs ivl ...i FI=. Pl= l<-T ~RB IPT i"li:.CHANICAl. uolNT FIA'-l~l=D l=:N~ PLAit--J l=ND i<l 1-J 61 Tl 6i H'T Rau~µ BA/<.RP!, IRotJ 1'•Ptc -n-11ZLl\lj 4 11 CA::5T couPLlh.lG: l<.CJCKWL=l..L4')i Of._~C:<'.!:;UAl.. 14) (13) F1.f CL D11' l-,,116C. COf'f"E;:-p:. Tui&i: g, e•i<A:'✓$F'ITr7i-JG610 CCki-li'i''f H:··;f.-Eilt>t Fk,~11?.0LioH:5 '•,,.~',,","- "'" ':>f'Aceo Be"\INe-eiJ (1 ) so , , '? H'1'1;1(U.1J1' ti I I H 0$~ BIBBi fzz) A-s:,e Mei. 'I 6E"~ i!l• (1q ) ~ ~~U-5 f1 .-# LOO-\litAJ ~l. 1 aJJ.· • r~ I ClAS5 Ml-SC. ffi SPINDLE PC x H.J ~4 -o cof..J r R-A c. 1012-,o VE..R.IP·r r:.>< Ac T I 1;.., 11_ ,J I u , , --.,, 0 ,, "'-L.I ~I-I Iµ ,s I I FT L£i-lG,1H 8_:_F=IE.:::.L::..D_C:.:U:..:T.c.· _____________________ -1-----4---l---"--"--'"'_1_.._._,.._..-_____________________ .. __ . ______ -I--_-I ~ -~o ,:_ & -=s;ci-4 11 i< I 1/z11 ~ i'l'L.r: 72 VI CTAU L.IC 0. I. P. au1LE:'i C?UPLI f-1. c:,, \rs!/ r. I, P. O\J'fl,f0:T ~ & 40 411 ,1, x b'1L.ol-l6 6; f<OD\I~ !;;ii-ID')( 1 ROI-! Plf'r! 1!-IRE;'APisTEEL IJI Ffll:Z, o.,1s·WALL,CML l----l-----------------------'------c____-----4------1----1-------------------~---b 5e, ~q 4" SIAMESE OUTLET AND CHECK ASSEMBLY. SEE SHTS. U-1 8 U-7. 4 11 VICTAULC fLAh..JC..t;: ,t<i::iAPTEJ~-s,YLE :?o4I Uf':::;'fi?-E; ',2' \I I c-r A.UL.I c !JO, '2,o-C ,BE:;. 4-x 4x4 !.1>/411 i-l~c; !!ii ~e, Wi1H VAC UUlv'I ~i!AKE:rz.. E:Qi..lAL:io \J./OOPFO~~ MOA':L, '+24 h r;.7 l---'---lf----------------------------------1------l-----+--~ ?>7 4 11 :SLEi~\J~ MJxMJ W/~1"AliJE:.~GLAfJDS • 11! CoPPe'fZ..lU~,£:; z. Si&> 55 !ii, _b11 X 411 R~~ru CE:[<.. µ .J_x.MJ w /J2..eT~lhll=:i<!.GI.A/-J.D5 'ful1~~1r ~~W~tt,.~~~1.Jc~~~ ~IJLGT I ROµ Pl ff-i'Hr;::i;s..:..c;;, ouTt.f!:TJ COf'FP-~ -~s-~11 x°IO"E:-L-MJxMJ W/~~TAll--ilif<.GL.Al-l~ I ~® ------® [ ~~--@ . ' (I) ,--...______-_ ,/ ·~ ~ I ~61:;i:: -e, Fo,12... .L..___~I ~ . --r-(pl CAua Pl PE? I ~ olJF'POl"'-T pe-f'.AIL. I r----rl ~ ~4-G'1 MJ "2-Z 1/:z,0 BE::1-t0 'N//<'.ETAINE:~ Gl..AIJJJ:S \JICTAULIC $1'(L!a'31 CouPl..11-J.e. 75 --------------+---t---t-------------------------------_,_ _ __, J -_!:;i4 Tif'ICAL H'iDRA~T A:55EM BL'1 ~3 G:>11 fE>1 FE 90° ELL \/IC.TAUL.IC i:-Jo.lO:,-C.x9o0 el-L,rnJ!:i RA.Dlt.l:S 7 4--_!;>~ ~z ~, :..s:z. 1o 11 x4 11 MJ )(. FE: TEE \N / CoiJ C. l}!R.U:5TJ3LOCK. 4 11 )( l..E:I-.IG1\-I RESUl~P vUC'TI 1..f.:. IROW. l,:.J lf'PL.e. CL. S'B 4 ------------------+----+---+--------~-----------------------1-----1 -~J-4" POST INDICATOR VALVE. SEE SHTS. U-1 a U-7. 4 11 ){17~'1 11 i:,uc··n1.-F=-I1<.0N f'1re.c~.r;~W/\JICTAULIC: eirz.oo\ff;;:, 47 ArrnDVED: J~~EA~B799 ..J.s J.s. J.S. DATE s/o / S"J q/l7 la1_ R 8 FfNAL AS·BUfLT REVISIONS rr -imr •~Nlil,¢: If/ii }'tt. DATE BY DESCRIPTION .APP'D. L-151 UTI LITIES DEPARTMENT REVISIONS DIETERICH POST REORDER NO. 113013 . . J~an·w. Fraley Archltecls . . 20:t Lake Wuhlngton lou .. Hrd S111lle, W1, • • -11121 ,hlephor-..: .• (208, IU-◄IOQ . . -,,oJ•ct .THm: -~truCtur■I Erialnee:■: Maodonald McLaren Hammond Ina . ;:2)_5 Eighth North ' _seam., W■. 88104 (208) 822-45110 .M■chanlcal.Englne■rac Edward ·S. Sider I A11ocl■IH 180 Nlckoraon, Suite 304 Seattle, Wa. 981 DI (208) 285-29811 .' ClvN Engineer■: O.E. Chap-n I Aaaoclat■• 3147 Fairview Ave Eaat lull■ too Seattl■ Wa 118102 (2011) 324-11800 • ' ,,o~c:1:· ---------Fisherman's Restaurant Newport Ocean Pier Al Mcl;adden Placa City or Newpt,rt Baach California , ' ' ' .. · )H.E.G. Enterprises IS 10 Avenlda Victoria San Clement■, Calllornla • APPROVED _ WATERLINE ISOMETRIC PUBLIC WORKS DIRECTOR R.E.NO DAT DATE:-: 1-~0-ef'! ------~ DESIGNED DRAWN CITY OF NEWPORT BEACH S-5146-S CHECKED DATE PUBLIC WORKS OEPARTMENT SHEET 4 OF 8 0 -OIi ~~~1.~~~~:c -_: -_-,--,--- . ---,--·-. --·----:--- ------:----·----:---; ----,----- j .:-:!~==l~~J::~l~~ -I !-11---1=~( • !II !~i~~~~t= -!~:l~l=f~: • : ::-:==::: I ==! =~ ~==--_ -== == cc_c i ::~c,'=c: -i •• •• --i I I ••• i-! ':: i= • I ,---==-··-1-·· -c;=c =~ ~fJ, ,::-:I > j I I -~1~~-I i,~.·.·.·=.· ... -.= .. •.!::,' ·-·•.:,,i,,·., .•.. •.· ... ···'-:_·-.· .. • .• l':,~-... =·-·,--"::,,~-;7 .. ;-·.i'·· .....• :• .. ;.·.,•.·.•~.·r1. __ :_1,~\7\.·.~ .•. J.\i.··-· ...... · ___ ·_·_·.l··l1=_:.-_-.·.·_ .••.. 1!•····-.·c··"'.· .. -=~.·.:i,.==I··_.·_· ..... 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CONTRACTOR SHALL VERIFY 1N FJELD ALL HORIZONTAL AND VERTICAL ALIGNMENT Al-ID EXISTING CONLJJTIONS, 2, CONNECTION TO EXISTING MANHOLE SHALL BE ACCOMPLISHED BY CORE DRILLING, LINE OR WALL SAWING. WHERE LINE DRILLING METHOD IS usi;p, THE DRILL HOLES MW,T JJE INTERCONNECTED. ALL OPENINGS MUST PROVIDE A MINIMUM OF ONE INCH &'ID A MAXIMUM OF TWO INCH CLEARAJ-ICE AROUND THE CIRCUMFERENCE OF THE PJPE, JACK HAMMERS SHALL NOT BE USED. THE CONTRACTOR SHALL EXCAVATE COMPLETELY AROUND THE EXISTING MANHOLE TO PREVENT UNBALANCED LOADING ON THE MANHOLE. PIPE ENTERING THE MANHOLE SHALL BE PROVIDED W/FLEXIBLE JOINT FERNCO SERIES 10;6.44 OR EQUAL, LOCATED 12 lNCHES FROM MANHOLE BREAKOUT EXISTING MANHOLE BASE AND RECONSTRUCT PER DETAILS HEREON ABOVE. THE MANHOLE BASE SHALL JJE RESHAPED TO PROVIDE A CHANNEL TO CONFORM TO SEWER GRADE ANIJ SHALL BE BROUGHT TOGETHER SMOOTHLY Willi ROUNDED JUNCTIONS, CHANNEL SIDES SHALL BE CARRIED UP VERTJCALLY TO THE CROWN ELEVATION OF THE PIPE AND THE CONCRETE SHELF BETWEEN CHANNELS· SHALL EE SMOOTHLY FINISHED AND WARPED EVENLY Willi SLOPES TO DRAIN, .. 3, SANffARY SEWER 4" DIAMETER PVC PIPE AS MANUFACTURED BY CERTAINTEED CORP. PIPE SHALL BE YELOMINE ClASS 200, WITH CERTA-LOK JOINTS, MATERIALS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS. PVC MATERIAL: PIPE: ASTM D 1784 "STANDARD SPECIFICATION FOR RIGID POLYVINYL CHLORIDE (PVC) COMPOUNDS AND CHLORINATED POLYVINYL CHLORIDE (CPVC) COMPOUNDS" CELL CLASSIFICATION 12454-Il (PVC 1120), ASTM D 2241 "STANDARD SPECIFICATION FOR POLY (VINYL CHLORIDE) (PVC) PLASTIC PIPE (SDR·PR)," CERTA-LOK COUPLING: ASTM. D 3139 FOR PLASTIC PRESSURE PIPE USING ELASTOMERIC SEALS. GASKETS: 45° WYE I, L0CATIOIJ Ar,J17 -:51ZE Of BLOCk\\,,IGI F'oft GolL.-T-/l"f:S DIFFe\11':Sl,,rf 7'HAi-.J -GHOWf.l !>HAL.I.. ~l!l p~~Ult-.Jl'fD ei'1 THE';; cm EilJ~IIJi::E1'-.. 2.. AI-L !3L.OC~I 1,.I a,_. F'Of? HoRIZ:t,r,J 7"AL FITll 1--.IG~ (F'oURE:O I i-J PLACc;) ~HALL, r,~iz. A6AINaT 1.n.101~u~~ec, f.JA1IVE: (l,11'~1-JD~ 3, I\LL f'C'UR~o -rµRl)~ EILC,Ck,5 "$1-IALL 6E. I I.J P'I.A,CE Af.JO ~Fl"lc1i::;ITT"' Tl ME: 6f,IALL E3E!' ALLOWIS'O F'~ i.'.l.?IJ~ 'TO cu~e /41-10 Tf<alCH Si-lAU. B£S' 1::>A,Cl!:FIL.Le\? A IJO COfvlPA~D PR~To FR.f~RE i~ I, 1z'11,,,l1Lj_ -,i. A~L e>LoC~if-ldii 7'0 l:loli C!'W~lffl:; CI , S' ( I 1/z) . 1 ;;,, 6LOCkit-l ($ AGAIN~j FITilfJG;~ _ ,1"" 1\~ :$'HALL~~ A,SAI.J~ ii-IE G R.eA"T"SOT FI TTit.l ~ !,'U ~c~ HORIZorJTAL-6E1--ID ..(RElA f'06!.16Le, eUT-S~ALL.. µ t'j CO V ~r,!. Cf2, E:W~ S: Bel.I.. E:iJ~, Jc,JIJT S~LT:, o~ G!.AfJO.:S. f:t:f'LACI':' WI "TH I iJ :5 I TU MA1t:~1At..; CoMPA.Ci f-,6 l(E:61Lll~D e-1 Cl7'Y !?N G'tl IJE:f;~ 1 \.JE'NF'Pft.T i5E:A.CH JJl ~ ~,_,__ I ~ ~.-~ '::>ACKF LL Scc:;-IOI--! PJ<,OVIDE, '.."<.-'c;f----lU-+..,.-.-j Ut-J'FO!V-1 suppc.:::,.-.-._Jl,,.]bEI", 11,· , p.;=>J:: ~RRt'.LL. 12.EFFEi<-To C.f..!,:,,., 0:::: 1) STAf-ll:>AJ<,D D1<.Ac.Jli--!GrS STD-IOS-L ¢-STD-los-L j 1zl1 FH"t 171,A, t,..I 8W-€> x 8> Ti<i:aA1i::::D i" I Iv'! e-E; !<. UTI~ IT'i' POt>'T-~--~ P-:X I '6i, Pil;'CK 1 TIM B f;;f'. :::ljg I hi Qi~ R ~ f"IL~ C4.-P ---- . \'-,--['-,;-~l,~· ~Xi5T. '"flhi!BE92- Pll~r': -~ \ - ' 5ECTION APPnOVED: ' ' ' ; ' i I -' JEFF T RT, P E R.C.E, 38799 DATE s/11/s, . , II ASTM F4n, STANDARD SPECIFICATION FOR ELASTOMERIC SEALS (GASKETS) FOR JOINING PVC PIPE, ASTM 3034, SDR 35. UTI LITIES DEPARTMENT DIETl:RK:H POST REORDER NO. 113013 ••• -:--:-----: ' ' ' -----·--, __ --:-,---, ---:-.-_:_- -I_--=:=::=-------' -----, __ -!---:---:---: ~ i '.:) I -~ --r----4 11lPf'VC 51',:Wt;:R_ 'V «)' kiOTE : l./lAX IM IJM 5P/4c I hlG 6F Uil LIT'!' pos:;T~ Si-lAU. 131::. 1'2.~011 O,C, PROV IP~ A f-/1 ii.JI MUl-/f o P '2 F'F.:FZ L e,-1 <aiH c~ Pl FE 1'2 1 1..01-JG o~ l.OfJ&ISF<'.., 1...0.CA"iE:;' f'~T6 I 1-J :5UCf-l AMAf-Ji--11::,~A:S ,o 1-Je>T 1i.Ji~12.Fia:~ w111-1 ~Xi6T. GiUA~O~All.. f';:Y-,j,S. PL.Ace. GUPF'oit-7" pci:,r AS CLo::s,I;! 'To \/1::RTICAL. B-8:f..lP A!S JOif,,J'T #' S,X 16T I IJ 6 r.j LIARJ;:>J:.;AI L F'oST:S- ··PEIZM Ii, PE1AIL.. L~-· APPROVED q1ri 1rn 5-~ FINAL AS BUILT REVISIONS J,<;r""' PUBLIC WORKS DIRECTOR f-' _, /'-'-+L'"""'"-+=~=--------------+2'1::c"'"'''-=-.i R.E. NO.---- DAT<----------1 DATE BY DESCRIPTION APP'D, DESIGNED DRAWN REVISIONS CHECKED DATE -----;-------' -, ---·i-=-===-=---------· ! i I· ! : -~-: :-=:::- I -i ::~c==·c.1,:-=-.. • ! _ _[__ --- ·ArChileCts: Jean·w. Fraley Architecls, 202 Lake Wuhinglon BouleYard Saattle, Wa. ~8122 ,hlephone: • (206) 324-4800 Project .Tea.m; _StruCtural En~ineers: Macdonald McLaren Hainmond, Inc. ~ 1_5 Eighth North I .Seattle, Wa. 98104 (206) 622-4580 )Aechanlcal_Engineers~ Edward ·S. Sider & Associates 180 Nickerson. Suite 304 Seattle, Wa. 98109 (206) 285-2966 Civil Engineers: G.E. Chapman & Associates 3147 Fairview Ave East Suite 200 Seattle Wa 98102 (206) 324-6900 Project:· Fisherman's Restaurant Newport Ocean Pier Al Mcf;adden Place City Of Newp'ort Beach, California H.E.G. Enterprises 610 Avenida Victoria San Clemente, California SEWER PIPING -PLAN & PROFILE 'IZ,Ev ·4 ! ""' -'3G\ ~l:V ! I· 30-e,4 1)4, re. : I -1 o • e4 fZE:\I, 2 • 23-e"I CITY OF NEWPORT BEACH S-5146-S PUBLIC WORKS DEPARTMENT SHEET 5 OF 0 "' "" ... &, & 13 1-Z I I p Ci I --_h __ 7 G --~ 4- ~ i I 1111:M,.. '·,",, /./ /::< I' I \ / • < _ --MALf ~OIJ flf'E= ~ '-:_= 141<-E'APD f'LU(j 11.+:=:::f----fr::MAL..t.: I Rt?hl Pl F'f': Tl-I f?-t':AD e1 v. PeMALe:: A~PTl:;'F! I -,,---,----'6(JLV~WT' 'U[;;'LtJ lv'IIW. TO 4114,rvc 2(0 SOLVENT 4" CERTA-LOK COUPLING, 1/2 COUPLING w/ 4" YELOMINE PVC CLOSE NIPPLE, PLAIN END, WELD ---- 4 11 CE?f.2.iA•LOt: 4~0 E::~l.., MAL.~ Bi FISMAL.E 4---~-~-~----------------i----, Fvc 2.2.1/z.0 EL i-lL-rB·><HUb soLVE.i-.JT -l:0:Li.): 5CI-I. BO 4 11 4 11 4LI • E· ,-r -J"LD "'Cl I ao Pv,;.,+S0 riUB<l--sJl:,<,-JUlc, 1--1YE 1 "' x soc.v-'-' 1--,_, ,___, -1,u 4" SCH. 80 PVC END CAP f PLAIN END x MALE END PVC CLOSE NIPPLE, YELOMINE 2. 7 (p Ci;RfA ·L.ok. MAL.E 0-( Q?L.Vlz:f.t"T WE-.1-P AAAP"iEi~ I 0 ------------------i-----i CERTA·L.0~ 4S 0 i=,L.l.. )-MAI..!::. [S'( MA1..E: 11. C~RTA-Lok. COUF"L.lh.JG B4 DE-SC ~I p-r IO t---1 NATEf<-.IAL LI ST DIETl:RK;H POST REORDER NO. 113013 -' (I) \.G Ci)@) 40~01' --------- j::PGI=' c., P e)( l-:;>1 I hl6 Pl &rz. --7 ----_I/ / / I ~/® © ' w 11 PE Fl 1T I NG LAioUT @ CEJ--JTKAL AKE/4Of f'l EK APPROVED: J~~h~~~m-9 DATE 5/rr/e~~---- UTI LITIES DEPARTMENT 7 (I') ( I ) (I) 2 - I (IJ ~--""UHP SEE De-JC.., U 02. ~~ u-So fc,f2-coWf-JECTLO~ ~ ~ ~611/lf'-;;;ohl HI-<40xe: G'..6,, h:------<01~¾-'q-b_,...,=~tc 6c,L, 'T iO I·;::>-:;; iW/2-'°1"4"4' X S'1MB,6ol.iiO ~lt,,(,:;'E;[< W/,Z.6/4'14 4S/41 >< 'B'/2'11.AG; ~l-n5.ALL BoL 1G t' t-lL 46 ~A.lV. I WTEMEDIA7E 5EvJER 61.JPPORT Fo:::;1 (oWl.'I") i-JO~ ! All. lvleTi>.l tf ~L.~ ,o 6e' 6AL\/. / I I I I/ \ / -I /- 0 6 /MULTI rCE' UTI L l"'f'i / PO~i(6x$) ( 13 8 APPROVED 6/8/89 & MOVE BACKFLOW DEVICE l--'---l-cpc---+-'A"7F"'------------tr,_,w;,,w;mw;ii'il PUBLLC WORKS DI RECTOR 9/17/12 ~ B FINAL AS-BUILT REVISIONS q/,,1,~ R.E. NQ, ___ _ 1--+"""'--+===------------i-------i DATE BY DESCRIPTION REVISIONS DAT DESIGNED APP'D. CHECKED DRAWN DATE I I . ( I I iJ Ti::RM i:;DI Ai"& 4x 8 ~-/ 6E.¥J 1=P--6U FA, f•.:r f'~ "[,Mi:hife'C:11: ~e~n ·w: Fraley Archlleci~. 120°2 Lah Wuhlnglon Bouleva',d •s,iatll•, W ■.' •• • ' 18122 ,T'!lrtphora:· . ' ~205) 3:Z_◄-,4800 Proiecl .Team: StruCtural Engfneera: ' . Macdonald McLaren Hammond, Inc. '2)_5 Eighth North --I Seattle, Wa. 9810-4 '(206) 822-4560 }dechanlcal.Englneersc Edward ·S. Sider & Associates 180 Nickerson, Suite 304 Seattle, Wa. 98108 (206) 285-2966 .' Civil Engineers: G.E. Chapman & AIB0Clatea 3147 Fairview Ave East Suite 200 Seatlle Wa 98102 (206) 32-4-6900 Project:·· Fisherman's Restaurant I I_ -Newport Oc!lan Pier ·ft Mcf;adden Place City .Of Newport Beach, California I H.E.G. Enterprises ; , 610 Avenida Victoria : San Clemente, California I SANITARY SEWER ISOMEl~lC - REV 4-I':'.:> -c"'Jl PA~; l-3o·B"I R.E\f. ~2.-zs-B"! CITY OF NEWPORT BEACH S-514&-s PUBLIC WORKS DEPARTMENT SHEET (p OF 8_ • -00 st TO WEST EDGE OF NEWPORT Pl ER A •SEE @t SHT. U·3 9 ·1 ' ' ~ (,51 'f ·~ ti: '. ~XISTIN MJ CAP AND CONNECT. 3 _J 0 SECTION & I I r 2 3 r A-A DOUBLE CHECK VALVE ASSEMBLY & SCALE: 1/211 -11-011 IXlUBLE CHECK VALVE ASSEMBLY Material Schedule 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14 \5"' 6"-90° LR bend DIP with MJ and retainer gland ends with concrete thrust b.lock per CNB Std. 510-L. 6" DIP Class 53 with 8 MIL PE encasement. 20 gauge galvanized iron sleeves. Fill annular space with oakum or pitch. 6"-90° LR bend DIP with FE. 6" reduced pressure backflow preventor in accord with FCCCHR of use Manual Section 10 and CNB Std. 510-L. Unit equal to Watts Model 909 RW-OS&Y. 611 x 6"x 4" tee DIP with MJ x FE. 4" NRS UL/FM gate valve with FE. Unit equal to Mueller Model A-2052-6. 4"-adustable post indicator equal to Mueller Model A-20800. 4"-90°MJ bend DIP with thrust block 8 retainer glands. 4" DIP Glass 53 in 811 mil PE encasement. 4"-90° bend DIP with FE. 4" UL/H-1 check valve with FE and bronze disc ring. Unit equal to Mueller Model A-2120-6. 411 x 2½"x 2½" fire dept. connection with clappers, plugs and chains. Unit equal to Potter-Roemer Mod.el 5700. 4" FE• MJ ADAPTER. 611 fE.-,.: MJ 1\.Df.\f1-"F.("-, General Notes 1. Install all pipe and equi.pnent in accord with manufactures instIUctions and reccmnendations, and with CNB Std. 510-L. 2. Contractor shall confirm all dimensions and make minor adjusbhents to accomnodate actual eguipnent and fitting sizes. 3. All installations shall conform to the Standard Specifications and Standard Drawing for Public Works Construction, latest edition, as adapted by the City of Newport Beach. DIETERICH POST REORDER NO, 113013 y ~ JA 12." , . : .... ~-, I i "' ..\l .... ~ ' t-@ ~ •s REINFORCED CONCRETE SLAB WITH 6" x 6" 10/10 WWF SET CENTER OF 6" • SLAB. ; 2 0 @~ 10 SECTION SEWAGE: EJECTION SYSTEM Material Schedule 8-8 51. Sewage holding tank with pumps. See Sheet U-8. 52. Hose connection to tank. See Detail 2, Sheet U-8. 53. 4" hose, Dunlap HD, Gacord type 22. 54. Hose connection to FE PVC pipe. Similar to Detail 3, Sheet U-8. 55. 4" sched. 80 PVC eloow with FE. 56. 4" sclied. 80 PVC pipe with 'Van Stone style' flange. 57. Hanger assembly consisting of pipe ring (GrinneJ J Fig 590), 5/8" steel rod (GrinneJl Fig. 253) and bracket (Grinnell Fig. 142). All it= galvanize:i steel and plastic coated.. 58. 4" PVC gate valve with FE. Asahi/1\rnerica or Ryan-Herco Model 5450-040. 59. 4" PVC horiz. swing check valve with FE. Asahi/America or Ryan-Herco Model 5133-040. 60. 4" sched. 80 PVC WYE with I-E's. (or fiber filament reinforced plastic, Bondstrand) . 61. 4" PVC blind flange. (ANSI flange pattern). 62. 4 11 PVC DWV (drain, waste, vent) pipe and solvent cement fj_ttings. (Tank vent) 63. Terminate tank vent at 10 feet above pier deck. Secure to adjacent wall with plastic coated galvanized steel pipe straps. 64. 4" schcd. 80 PVC 45° elbow with FE. 65. 4"x211 nv .. v WYE with solvent cement fittings. 4" PVC, SLOPE DOWN @' l/4u PER FT MINIMUM. F.5 ( ) \ ) ' I I • (/ ) <fl Nare, AlL LUM!3EH\ TRl=ATeQ !°GR STD. $"SC~. rO!", i°U_/3/..IC /.JOF<l<6 CON6TRi.JCT/0A/ 6'9C. 204. 7~EAT AlL cur SUR.FACG6. 7 • r-- ... L - -~ Ji_ ---~ __I_ • . . . .. .. . PLAN ___, ___ ----+----"-----+-----------l-----t ------•J . -st st 62r-t--~I v 4" Five _-FR.M WASTE KITCHEN J+-H-t-----~4 8_11 ----;,f- I • ~ I • 't-C\j • 1 l·I I ·I 'I I· . ~--1---t---Z "x 8 11 U/.JOcR 1°1..A TFQ/<M, ArrACI-/ 8 IEAIDS w/ 611-/("60;..I /.,528 J0/6 T HAN6'lif<... • "~---4.41..V. 90 ° A/ok5,LE CLIP e()UAl TO ;,_;s. 1//.(e: ,, , /-k>. ,552.7 W/ 2 •/2,X 2, 01A1N1..Eoo ::,ree~ L.A6,, :.C.R.S:iJ.:, (TY?. OF 4) 3 GREASE INTERCEPTOR ~ 4" PVC SANITARY FROM RESTAUR4NT f'lt.lNcj6 U7 BASE DETAIL . ' (TYl'ICAI-) '' I I I 1j '---"-s--;-~ ti I I 1· T - i_~_ APPROVED: N.T.S. / I---------• PLAN ~--4 11;: /&>11 6Tl<.!At:;cf<.S ,-----±4 '' co/o/Cf'eT5 TOPFIIJ<:,, ELEV. .. 24. 001 / / ---2 11" 1011 Oc.Ci<I/JC':if 2"-----J---..L....--,<---~ ----~ I ____ ----Y'-- . ,55 (s!J I _,,,__ 111 1h ' -~~ rl, -w-" \ (b;(. ~ SEWAGE EJ.ECTION SYSTEM •/15/B'l J. &. l',f.VISS.0 APPROVED A"<-11< WATER. L1tvf. "r1E.-1N J.S. i/17/qz ~-7 REVISED SEWER PIPING 7Ucht F s EART, P.E. n.c.E. 3Bt99 q(/1(11. R ~ Fl NAL AS-BUILT REVISIONS J.lJ'\-W,c PUBLIC WORKS DIRECTOR T u;i,<er 9ft1},z. R.E. NO. DATE ____ s~/ ... 11...,{_e_, ____ _ OAT DATE BY DESCRIPTION APP'D. DESIGNED DRAWN UTI LITIES DEPARTMENT REVISIONS CHECKED DATE •• -' F "' ~ EDWARD S. SIDER & ASSOCIATES 180 Nk:katon. SY11~ 304 . Slattk, Wuhln.gton 98109 (I06)Jl$.Z966 Jean W. Fraley Architects. 202 lake Washington Boulevard Se:5111-e, Wa. • 98122 ,T"ll■phona: ~206) 3~~-.. 800 Proh1ct .Tum: .StruCtural En'gfoee ·s: Macdonakl Mclaren Hammond. rnc. :2 J~ Eighth NQrth _Seattle, Wa. 9810"4 ;206) 622-4580 .Mechanical.Engineers, Edward ·S. Sider & A,soclates 180 Nickerson, Sulle 304 Seattle, Wa. 98109 (208) 285-2966 • Civil Engineer•: G.E. Chapman & Associates 3147 Fairview Ave Eaat Suite 200 Seattle Wa 98102 (208) 324-8900 Fisherman's Restaurant Newport Ocean Pier Al Mcf:adden Place City Of Newp'ort Beach, California H.E.G. Enterprises 610 Avenida Victoria San Clemente, California DOUBLE CHECK VALVE ASSEMBLY SEWAGE EJECTION SYSTEM _ f'::E-Y-4 -10 89 ~ATE:" l-10,£$"1 rt:V0 1·30-8~ Ric') -2: 2. ':;; -,; 1 CITY OF NEWPORT BEACH ~5146-S PUBLIC WORKS DEPARTMENT SHEET ', OF ~ LDAD tN..CUL.AlmN Hl .... M.J L #F'S Hf ....M_ r L Nf'.S: m...t,..LA LG Milt ~ CtltliRIJ).; -L """'' Zl.1 TClTAL Al4P1 --HCITllRt 2 """""' ,ca SE.Ai. AlL 1 aru •AIL 2 I CAA.I 3[~ 4 , Ke CALI. 5 1:e-2 6 ~~EA'fft~ ti ~' ,rep ,. .. -'"'"' NOTE I I I I I I I ALL F'IEl.ll 'JUUNG T□ TEKMJ.NALS Ar,1,C.l.ll kUSf IE: lSUTO FRW1 AU. H!Ci4 vtL iAGE BY AT L.!AS'T TYO !Jm-CS NiW:WIICJeTM(&6 ,KJ. ttlO'II 2.40/ UI~ X li!QV !5tr.: \Ii, TJl:AHS..11:iRHER ru I 1 CRJ-e 10 -'--~----=+--------,''~' c-c---_:'~•>--' ~ I N2-l 1 1 il>Rl-ecru /1. lf'I e;,a T DJ,.. I --l O ~,..,,-,,---□:if'~ I f'-'--~.-<i'i,.J I I I I I I I I I I I EIO-l 17 CR\ ' / • : +'----+-------<1=----------- 1 I I l L !'S30-a3 I o•--.------t=--'~l---4 I ~-------~ I CRl.-3 I e6 ~->---- I f1----,'---;,f--'"""<°",ALT t : ~f-{~~--,')-------+ 1<>t--:"'.:_. ___ ....,,.,_, ______ ,11,i--'-4 11P.S:4 3a ,~~~--r-----"------<~l---4 I I R -e I I l I ltt-l I I IO-l '31 ALAAA 111:i:Stl 31!: 1+'-ir4-"----------o.L,........--"'--l~1--~ I ., ... -'--ot------~'-cc'--+-----''i,:,f--< 1 1S 1 3-1 f----------"'-----......i ,. l------ !SR 1J,/f111NSIC ~ ARL fi..l.Jt ol\NII MU ~·I TH~li , I llTlUTY Ra:D'T. lZCY Til TEl.EHrTEJIY Cltl !NTEWACE 11£1.AY F'[lR RTU f'AIUmE P □~Cls ~ cnt,i~~ ~CU':T ~OtI:-0.r-ALrrn S\J. MCJTOR n-c~L ~,,,. __ ti.AP~ -:'rKi: KCTPI AA~ SUE_LSl AAT't'R 'rl /"J Lee; ClvnJ..!l~ l".C:1 lU!i f":M> S'TMT STOP .UD ALTOlN.A'flPt,I f'S<4 1-1,.'6-1 L£V'El. ALAR,\ PSc-F!4-~ • TIIR:1-1 LACl .t.Nn r:i. JIOiH PIJW>S START Alal li:117 k.:! COl{':'i,!IL. CIR;C:LJrt ~"l!r-:Jre-Ai.JTD $',/. f,I.Cru.;: THE.k"l<lil-s .. ·,- Ci.JJ>IED TOO: P£TD': A'l!I C?.ZL.1...SiM"fCR 'w/3 Lt'G CVtFu..DA11.t til Si:AL f",._'L H2 SE:.ltL rATL. PS3 U)W Allo. iRANSf"D: AL.T~TQR ~ Ltl\/ AlR REJ..AY Mlt f'lJlollP' te 1.0\I A.JI ALAAH L!T»-IT Pl'4 1, "+-& HitIH LEVEL '"""" I(! ,.c::R ALARJII UTC-! ClltCUlT l'.J ol\l..ARM Cll!CU1f LATOl ML.Al' ,._.;TI-I U!I-IT AND l\!:tt'T N NEMA 4X STAINLESS STEEL DOOR IN DOOR l,,IALL-M □UNTED UL LISTED ENCLOSURE (12'DEEP) THREE P□INT LOCKING DOOR HANDLE BUBBLER CONTROL .. ENCL[lSURE I .. ' NEMA 4X STAINLESS STEEL DOOR IN DOOR \JALL-M□UNTED UL LISTED ENCLOSURE (12'DEEP) 11-IREE POINT UICK!NG DOIJR HAtlDLE 0 0 0 0 0 0 BOTTOM VIEW 0 TOP OF FIBERGLASS WET WELL '1, 45' j:1 BACK PANEL LAY-OUT e00e@ ~ 02] [IDs ctl)6 1 8 6 [IT]ITG G IQ] IQ] IQ] IQ] IQJ10 ~ § r] [DIJ r]z [D1:i H . 16 14 IDB IDB IIID TELEMETERY ENCLOSURE NEMA 4X STAINLESS STEEL VALL-MOUNTED UL LISTED ENCLOSURE (12'DEEP) THREE POINT L.aCl<IIIG D□tlR HANDLE I, PRESSURE WITCH(S> 2, AIR PUMP AL TERNA TOR J, 2401480 X l20V xrnRMER 4, AIR PUMP(S) 5. AIR PUMP RECEPTACLE 6. XFORMER/CONTR□L F"USt(Sl 7, HIGH VOLTAGE BARRIER 8, HIGH VOLTAGE BLOCK ~-MOTOR CIRCUIT BREAKER(Sl 10. CONTROL RELAY(S) ll. LEAD PUMP ALTERNATOR 12, MOTOR STARTER(Sl 13, SEAL F"AIL RELAY(S) 14. FIELD \/IRING TERMINAL BLOCKS (TYP) 15, INTRINSIC RELAY (JSR) 16. !SR TERMlNAL BLOCK BACK PANEL LAY-OUT I KJDEl.12000 ?.!5 V!\H PC'w'Ell tUPPL 't [l n j U='3J 0CTJNS.TREkE' 0 it8Hl··t0A AACK \// l-8731 PCIIJER SUPPL. Y lo t-8771 AHAUJG F'.'iK TIJN£ l:'Ri\NSMJTTER INNER D□□R LAY-OUT I Xz 03 ¥4 / ' '~/ @5 G I> @7 / (S).a (Q. 8 8"' §9 ¥.10 '@' ID ' /@'u @ 13 /a)' 11 / ' / @. 12 @ 14 ,@ 12 / ' ' @1.5~ @15 Gn 16 ,_ _______ , __________ __, DRILLED & TAPPED HOLES WITH CROUSE-HINDS NCGB CORD FITTINGS 2-FLOAT 2-MOTOR CABLES & 2- MOTOR CONTROL CABLES 0 0 TOP VIEW @ SPLICE ALL WIRES IN GUBO1. USE THHN/ THWN WIRE. L STEll. INNER DililR. l!. UN /JR ALARM LIGHT 3. LE\/D. Q/AG: !HW 4. HJ~ u:vn. ALARM UQIT 3.. LilV AlR RE:SE'1' PUSH IJJTTtJN 6. C!lNlllDL P!lVEII ti< Uli¼lT 7. !-il<iH LEVU. !£SET PUSH BUl'TDH 0. INTt!WlacED CIRCUIT llREAl<£1i ~TIWG HAHILES ".l ELAPSED TDE: ~ lD, >IITDR RUN UGiT<.n I.I. 11',NJHlff-AIJTO S\llTCIKS> lL SEAL f"AIL t..fGIT<Sl 13. UG!I" T£ST l'IJ:M BUTTDH 14. SEAL f"t\JL TEST PUSH BlllTDN UJ, tlVCR1.DAD Rf:S£T PUSH BUTTDN' 16. liRWIID f"itU. T UTII.ITY RECEPT. CROUSE-HINDS EYS SEAL OFF FITTINGS 1-J/4" FOR FLOAT SWITCH WIRES & 1- 2" FOR MOTOR & CONTROL CABLES USE RECOMMENDED CHICO SEALING COMPOUND TO SEAL FITTINGS AFTER PUMP STATION HAS BEEN TESTED CROUSE-HINDS GUBO1 Sl...7 I ___ .J 3/4" & 2" PVC COATED CONDUIT TO BUBBLER CONTROL PANEL STAINLESS STEEL PLATE DETAIL 1 ' STAINLESS STEEL USE = 10-24 SCREWS DETAIL 4 4"cp HO~E, j:J U iJ LA_f /-1 i:.J ; 6,A<'.;OKU iY!"E 4°<> HOc,I; NIPPLE ( 13,'\A:a.s) !"'-.I i'J{~ f.l.,,, B;,T 40 .---~•lxl FIXED L.ID J-. ---'---" HAL.f LI t:> rOR / f-lANDLE \ TANK LID I" LI HP Accl:::9S -----+-- 0 0 0 0 0 FlXED LID NO ACCESS 0 • Ar'chifoC1s: Jean ·w. Fraley Architects . ' 202 Lake Washington Boure"ard Seattle, Wa. • "98122 ,T<!lephone: • (206) 324-4eoo Project Team: StruCtural Engineers: Macdonald McLaren Hainmond, fnr, :21.5 Eigl,th North , .Seattle. Wa. 98104 (206) 622-4580 :KileChanical. Engineers:. Edw8.rd ·S. Sider & AsSaciates 180 Nickerson. Suite 304 Seattle, Wa. 98109 1(206) 285-2966 _Civil Engineers: Q.E. Chapman & Associates 3147 Fairview Ave East Suite Seattle Wa 98102 (206) 324-6900 Project:· Fisherman's Restaurant Newport Ocean Pier At Mcl'adden Place ,.City Of Newp~rt Beach California ' •. H.E.G. Enterprises 610 Avenida Victoria San Clemente California -(1.P) "'/110 11 4-HOLJ::j ON b. ,s, 11 ~ 6,C.. . 200 1 5EE DETAIL 2 I 4 11 <0 HOSE IJIPPL.E ( 13RA;;,S) Kl i'J{~ \ ---------48"-----,L_---1---l x l'-l~. BST 40 .---- '---/0 ~-, lP 11 q, STAli,JL.1:$::, ST:.eL F-\ACl<.JN a, fL.I>,. re. ( I..OOSE PIECE) . ~,-.._>-_ OIXOtJ TYPE ii HA$ 11 elTAl/'11..ES5 .STSeL. WORHC'i!: />,J"'-C.t.A.1-'1 P, / i 12· c:::-, ____ 4--" .t., -1-1061: ' PiJL•!-AF HC, ·-if)-J I I 2-4" CAULKABLE HUBS Ji:C, DEG -~ APART <::iA CCll-\D -ryPE I I I I -rn_,_ ,Ir I I ~,,,~,..._ ""-__,-1-..,.__./I SCEMTOIN M A ~>---f+-it+CON____l_C. ~/ "" Pl>'--Ot--1 TYPE '\:, 1' QIJIC,J,;, i.)l5C01.JIJ1:CT • r .o IJl"t.1 tJq HALF '~:--," DETAIL N.T.S. 2 28" 62' DETAIL 5 I"= 15 1 & ( 1,IYLOU ) c-. -, 8' PIX.ON TYPI: 11 HA.:::, 11 STAIN l.1::;i:;; 5TES1... 1,..J O f<.J'I Gi EA K C LA 1-1 P. 1---FIJJ-1f' f::>OPY. - STAl~LE,~:c, Siel;"L PLA.Nr,il: oOL.T' I--IU i q k)A::>HER5 . DETAIL 3 -N.T.S. APPROVED: '1/o/'J"l. ~u:~, £ AS--E<JILT CNB WATER TIE·JN. ·~ 1(/J/ql "1'u;/'rr 8 FINAL AS-BUI.L'T" REVISIONS JEFF TA T, P.E. R.C.E. 38799 APPROVED f---------51•---'o~---+------I 12-.625" DIA. HOLES FOR .5" AN CHOR BOLTS 5/1 ts, ii SEE DETAIL 3 :..St:WAGrE. t::Ji?CToR PUHF PUBLIC WORKS DIRECTOR DATE s/11/@"'J t-~-;----1~-------------...J---,I R.E. NO. ___ _ ..:.!)Ail=:-: I-lo· eP1 ~~ l·30·B"1 fi'.E:Y= 1-14·84 DATE DATE BY DESCRIPTION APP"D. DESIGNED DRAWN S-5146-S UTILITIES DEPARTMENT REVISIONS CHECKED DATE CITY Of NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET s oF z;,)