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DWG 811-5; ; VSD (VISTA SANITATION DISTRICT) - EWPCF (ENCINA WATER POLLUTION CONTROL FACILITY) & AGUA HEDIONDA PUMPING STATION, 1965; 01-72
• . . (') ·~ ( GRAVITY LOCATION MAP SCALE 1": ~ooo· TREATM£NT PLANT OUTFALL f // ,r ,, ,f' IF=====-C I TY OF C A R L S 8 A O~ SAN ONOFRE VISTA SANITATION DISTRICT~ SAN DIEGO COUNTY, CALIFORNIA-_...;_------__, • \ PLANS FOR THE CONSTRUCTION OF OCEANSIDE'~ \ \/"l---- CARLSBAO ~, 0 \\ LEUCADIA i' CARDIFF\ \, I DEL MAR I I \ 1' 1/ PALM c1n uNtTf.O __ ~~.:-:-c.....-•-~ \.,\.. _:.____,.---MEX! CO VICINITY MAP Scole• 1"0 IOm, ENCINA WATER POLLUTION CONTROL FACILITY 8:. &ENEtl.flt... Co.1'/TP.RcroR. : We11a.oco C0Nsr12.ucr10N Co11.P. . PO, Box 2A-S8 1 10910 So, Sho.::.maRer AYe. AGUA HEDIONDA PUMPING STATION INDEX TO DRAWING'S '. UNIT m • St1nfa, Rt. Spr-,n.fS, Ca. f;f orni~ 2.13 -ox 8-22 75 Ce,1>5frad;n St11.rled, ' June. 34 ;?'4-- f'lt1nf1n i,per.dro~ .. Sepr 7, ;ft;!:7 C ,r w ■ s: 1.. IIWC ?Ll!CT111CAL DQWIJIIII ll!Enai,, G-1 I G•I G•J G-4 G-S G-6 G-7 G·7A· G-8 ' j { G•8A G-9 G-10 G-ll G.<lZ G-11 G~14 C-15 ' ..,,l'""V.111 TITLE sun DClM IIAflt l'OI.UPTtGI,, OOild .-.CU:ttT 'YOclSS DUCUll fo IIUWII M'U m:ua WITD. .f'OUilr!1:0W COll'n.OL F.W:ILnY lfflllltAIJL.xc · Plllf tu:., n.ooll C6ll'lllGL OW UISTIJC IW!Cla liDla neoo CCIWrle(. ,.. z--s111JDaC__ .. ftOP!LE-SIC'HOll!I-IISUlLS o•1~Sffitr, COlll'Ouu . DCIJIA ll4tn ~ COlfl'IOL 1MlttT'IT PLAft Lll"fOIIT i.111) IIXtSTa; ClllfTOIIU bc:1111. Wj,nJ. PO!J.UTIAJII OOW'l'I.Ol. FAatLirt IIL&fATICllfS AIOI FDIISJWJ COliTOIJU . FLOOD CONTROL ADDITIONS EHCDI& IIATEI. l'OLLIITIOII COll'ftOL FACILITY ~ PlPlllC PL,tJi 'As BUILT' PIPE TR ENGH LOCATIONS IIPELilfE l'IOnLES Piffl.lllE ftOrILJ(s • STP.AK PIPELDI! • WLVEltTS n.onLES " ll!rr/-ILS AGUA liEDIOll!l,l l'UIIPDIG STAnON SIU: FLAIi AGUA IIEDIOlll». Pllll'lllG STATION ACCE!IS 11.<W> SOIL IOI.DDS PLilT IOU Pl:OFILES IIIF Pt M-6. M-6 H-10 M·IOA M-11 M-12 M-12A K-lJ M-14 M-15 M-16 K-ll I . WlW.,JtlllC.1Vllll1 W 6 W:11111, - . N ,_,.... ., 0-BIDD l'LAII ~ Wi C REVISED BAR SCREEN DESIGN W IOUDI 4, C:11.DIIID SICTlmS '4o l&'IIIU ~--.GUT UNWAL ~ n.-6 1'ICflGIIS 1'111-.AIIAflc■-auT llll:IVloL ·lJVlT Sal'IC!III , Dnf.t ,u ......-n:G1,...G1ttT ltll«IVat. unT n,no, ••s ll9nRI MIi ,n:sc. 111':'lilts PI.DCUI' S!l>Dmll'UTIOII TAllQI fl ,,fl,l'Uoll " SEC, SUDOall'AUO. UJIJ.& 4, SUIDCE ..... ~ 'llECTtOIIS & DETAILS • Pl'DMIY SDDml'U.TIOII TAJIIS lffl.UDT 'WEIi OD DCF.USU. IlftAlt..s REVISED EFl'LUE:NT PUMP DESIGN ILOWD & CHLOI.Ift llOUIIE-Sl!llIMEVTAtUIII '1'MlD MISC• OSU.ILS Pl'DIAD ID'DmlrATIOa 'lUlt nar:sct.us , AI.UMIIO( OOVDS REVISED FIBERGLASS PANEL ATTACHMENT METHOD BtowE!t 6. CIILOI.UIE HOOSE PLO 6. SECTIOIIS IILOWD. 6. CIII.Ollllll'! ROUSl:: S!CTl<JIIS 4, DnAILS OPUATIOII CEIIU BOILEI. IO(I,( SWDGE DlGESTn SECTtC:.S SLUDGE DIGESTElS ~ VIEW Mo2t .... ™ 1J.U11GS ma1• 1111T,A11,1 a&, IA IIIIMllWIUM PLW ••w::w ~ fflllff & WWilU ·•♦taff ftAII I tlhW rm.llDlr UNJ'f,mll W Pl.Ml 6 l,t.lllWWW lil4U111D WI WlW -.... n1W I SIICT._ IIIGUlD ~ -I -INlb.lU 6 ··IIC'ZUa PLANS DETAILS~ PAVED SLl,JOGI; DRYll'j(l BED AGUA IDI<lllWo NWnr. ftH'lGa Nll-:.tct~ , Jlll'l'AJl-1 • MUA ZDI_... 11\Mf.a _, .. PIM4U.ZWWW 4' ,..,..,,. 6GUA IDIW. WOO STAn• OIC'n«.--IW>m.11..-U.S • LOCATION MAP. · CIN1TY MAP 8 INDEX TO DRAWINGS ...... ;· I.S ., ... 1.-7 6 .... ~.., ..... BIDIOallt. Wta; sun011 ~ PillNtM. JIOIIIE ft.nu.at WWWta ',, a.a• Jlti ► ➔ff 'm1UiEll l•ll 6 l•lZ PU...U:UTIOII--GllT DMOVJ.L !JlllT , f.,lJ 6 5.14 IAl ll'CQZl'I .. CllJIIDD 1-lS r.rn,umi\':,Mtln.UIC STATION s-16 .,u,w JttTU 1-11 JUIICTtOIII STllUCTllUS r· SHUT llO, E-1 E· I A E-4 f'J·11-1 t------------------------i -1fJ-u•2 · UCIII'.11C1VUL ~ LA►DSCUX-. DUWlllCS : po; IIO, A-2 t-l t-2 l·2A DESCillTION (,()W,,_,,:, IIIH.DDr. •• J?LOOR PLAN & SCHEDULES COJIITllOL BUILDIJIIG--ELEVATIONS & SECTIONS ILOWEII. BUlUllliG--FLOOJt l'I,A)I, ELEVATIONS AllD DETAif' MISCELL.UIEOUS DETAILS 'LJ.>iDSCJ.PE PI.A» LAllllSCAn SPIINJI.Q. PLAN ADDITIONAL. LANDSCAPE IRRIGATION SYSTEM ENG IN . ' '•' -~·-'·. .... . ~....___,-. 1 DUC1IPTUII PLOT PLAN a SYMBOL LIST EFFLUENT RECOVERY PUMP-REVISED S ADDITIONAL ELECTRICAL 'AS BUILT' ELECTRICAL TRENCHES OPERATIONS BUILDING B\'.O'lll':R "CKI.011.1111!: HOUSE, SLUDGE PUMP HOUSE l. SEDIMENTATION TJ.im; }'()1oiEJI. l. LlGllTIIIG GRIT WASHEil, SLUllGE OIGESTE!!., BAR SCREll:N & GRINDfill l'OWEil 6. LIGIIT[NG 'AS BUILT' BAR SCREEN CIRCUIT SINGU: LINE.DUGIIAM ,,_ PANEL 5CIIEDULE COIITROL WU.Ii«; DL\GIW!S -'GUI. lll!!DIOIII». l'!m. STATIOII l'OWII. LlGllTUIC & SII«;LE LINE DIAGRAM SLUDGE PUMP CONTROL - DIMENSION DIAGRAM SLUDGE PUMP CONTROL· WIRING SCHEMATIC ,ffi L);Y_LJ/{JJ/11(;.:'> 1//1.ss: ,/Jc7 /{) fl CA/ J.!c Cc-~/ f. 'Et, ;3 Y c: /)/ µ/ J.) -/)/ /J //// AA/ 1/X!-7'97 '//4,AI "'1· .).~";.:;:,.:·•;:ic,,, ,.:, ' ' IN f ... r -------------------------------------------------------------------------------------------------------------------------t------------------------·--------~- F C H:J C cc T GC T QT CT AT VAT RT VT sv CEMENT HARDENED CEMENT COLORE.:l CEMENT TERRAZZO (CEMENT} OXYCLORIDE TERRAZZO QUARRY TILE CERAMIC TILE ASPHALT TILE VINYL ASBESTOS TILE RUBBER TILE VINYL TILE SHEET VINYL .. 0 = I 0 . -~ I I I I I I 1 . RB VB SC VWF , SM P ' SAN P , AC P SMC ow B CB DCB A RUBBER BASE VINYL BASE SEALEO COi-iC. VINYL WALL FABRIC SMOOTH PL.ASTER B SANO FINISHED PLASTER ACOUSTIC PLASTER SMOOTH CEMENT DRY WALL BRICK CONC. BLOCK DECORATIVE CONG, BLOCK CD , I 11 12--e ... N B ACT TC CHA' PM HM EX AL ;IN CLAD STRUCT. CHANNEL PRESSED METAL HOLLOW METAL EXTRUDED ALUMINUM c9 s I PGH ASH BIR Of MAP MAH OAK p TEAK WAL LP H A T I PAINT GRADE HARDWOOD ASH BIRCH DOUGLAS FIR MAPLE MAHOGANY OAK PINE TEAK WALNUT LAMINATED PLASTIC 0 N E SE SGE SSGE EE SEE FE SFE s ENAMEL STIPPLED ENAMEL SEMI-GLOSS ENAMEL STIP. SEMI-GL. ENAMEL EGGSHELL ENAMEL STIP. EGGSHELL ENAMEL FLAT ENAMEL STIP. FLAT ENAMEL -+----l---------i,ri,- l r • - - -; F LOOP--. PLAN s C, A L. E. 1/ 4 11 -I I_ c::, Ii i\LL. '5TUO PA~TITION5 TO e,e Q;<4 WD, '5TUP5@ !<c11 o.o. l;)(.Cf:cPT .~s r{oreo OTHEl>lW1'55, ~LL. DIME!'l'SloNe .&i~G TO cl:: OF 5-TU05 sxc~pr AS ,NOTED 07HE6lWl;,6. t\t.l. e,~o+<eN FA.CS CONC~E.TE. eiLoCK E,11 x 4 11 x Jc;;' (r-,oMINAL) f?AOKE.N F.A.CE.5 TO G?ETUAN AT ~NOS 4 ALL opSNil>tG:S. AS i'IOTE:D O'l DETAIL.ED, , ·, ,--.1-~,. -·-· _____________ !, -------------------------- s MW MC CMP SPC L V s S&L 0 C MILL WHITE COIL' BASE) MULTI-COLORED PAINT CONG. MASONRY PAINT SPEC, PROTECT COATING LACQUER VARNISH SEALER STAIN AND LACQUER OIL H E D u L G E N E R A N 0 T E 1. CEILING HEIGHT AS NOTED IS GIVEN TO THE FINISHED SURFACE OF THE CEILING :JATERIAL. 2. THIS SCH,_DULE LISTS THE KIND OF MATERIAL TO BE USED IN THE VARIOUS LOCATIONS. 3. PLASTER SHALL BE OF THE REQUIRED MATERIAL AND THICKNESS TO OBTAIN A I-HOUR OR A 2-HOUR FIRE RATED PARTITION WHERE SO NOTED ON THE PLANS. E s 4, VINYL WALL FABRIC SHALL BE ON SMOOTH PLASTER, DRYWALL OR SACKED CONCRETE AS INDICATED ON PLANS AND/OR DETAILS, 5, WALLS IIOT COVERED WITH A PREFINISHED MATERIAL SHP.LL BE PAINTED AS SCHEDULED. p A N T N \ G 4 s --..... --·--.• I-'-~-''--"""- IO 5 A N 1 'T AT I ON t-,--,....,_,---,.~ !,' ,!-?'' ···-,._ _ --Ii,.. Ft.ILL LOUY~R H,M, © , ~-··----t------ ® ?wAc.NL)T VENe.E.R Pt.:,wo f i;l,O N T e.\ C .,.: 451Df-'S ,-.....----·-------·-----------------------------,-----•f' I >I.E.D S>IE:LF) ~~•c .. _,._._-~ co N T ~o L e, u , L. o I t,..1 a, r 1..00 2.. p ~AN A -l ) -, r JOHN ASSOCIATES ARCHITECTS AIA ti ll ' . ...... L._ --'-----' ----·--1-• I------------·--·-.... t---------· ·----·-.. ----···-------. --···--·· . . . , ... ····--· --,. -----,. ' JL ) --. •-i-- 7 -L. AM WOOD fA<;;C 1A f ---··--·--· .. ---·-f,-------····· 1.0UVE.R. --:·· :r::....:. .... :[ __ · __ ,~ :.-:-.-.. ~:.-~·-=.J : . .-.·.-·i.-( ...... ,·· _·_-_ .. :.._~:.· .. · .. :... ... ·~_: ___ '".le __ ;.:_ ___ .i ··· · ---:~ ____ :_:-_,--w11-ir:xm l j __ 5 1 HIGH CA$.T AJ.LJMIN ~ ~ f'l::::::>1<:c:::, F 11--t l&t P'>+l-1<-l'::Pci-)Z.S .. 1---·--·· c 1---. ··- ' I· I ELEVATION t f ' I . -I ' ' L._ .. ---- SOUTH ELE\/ATION Sc.Au;; 'ff" 1 •-o• 4 I T11-Jn;o . 'c:2,I.A5& - . . ·--··· .JOINT AT MID LE.to11-I / I . --+--· ---+-- ----t- -• j• • .. , --·-·-' ; - I I ~II Fi. GL ----·-- ---- ··-·-·-· t-- -----1·- ··--·f-- ... ·1-... --····-- --~' --- __ , ___ ,,, ··- ··· ·- ' I j -· --··· .. -. ~ ' i L.OUVeP.' VIN i;ows i TINTEO GW\5-i ; ----····-··--------·••'-~-.. -------------- i I .I-• JT ' --·--.. , ' ., .. J..QUVER. WINDOW TINTED ~LAS'i ~--·-·-······-------·----···- LOUVl!:.R. lillNOOW TII-JTE.D I GI.Ali <i I ""'" -. ·-·---··· ., . ' ' ....:...,.. __ , .... . . ·-' .. "''. i i. I i I l i .JT NO~TH ·ELEVATION 1----·-""' --,.... .. J , ! l ! ! ! ! -'-~---:. ---··! ! ! ----L \ 1 ! l -. __ ·: . : --_-,_ ·. :· __ ,;.:f-:_ __ _:_ +------------------·-+· --~~.--~:~--~~ -=c~_ij ~T - ' ·------· .. ,. ~-i,.-.-....---- 1---·----i--.. ~-. -··::.·.~--"; - • . . + f--------~+ --~---,.. ! ' r--: -·+-·----1·--·~ r r--------i--____ t_--.. --·-··_·_.··_--··, ---,.-----~-~,-__ ·_1_., ---~:··· ~~---_i ____ -.-----~ :· :-_· 1·~-----~:~~----~----~---~ ~--"f ---~--~_-·::·~ r -, .. :•J·--i---~-~-:~:::··-~~:-::.:•_•:;:; r .. -i~•:-"":i , ;·. ------; ;·· i ---+-··1··-~:-:-··i -.:: . !. ·1 · EAST ELEVATION SCAL.E ;;tll ~ \ -0 11 • /.OW FOINT I 1.i< 11. S/<APEO ' OF-11.;COF ".. @ l'Z~ o.c. . --. ·-, . ..,_ . I . .. . . . -··-... -··-""" .. .. . ·-·--· Ill II I ij '!I !I I! ' iOUVER WINOOW · / Hrt>M FolNT OF //,,001" . -,," F 00 I I t.YW 0 $H:.,'.TH t(JJI-T-UP rzc,oF ,._. . LOUVeR WINQ?W l"IN'TE.O I GL.AS'fo 1 --ffi N t 6 . ,-.-... r I ·-' ·.· . . - wooo ruJ-$1+ 0 V ~ µ, l+l!-A P Do0 Fl, --·· -. ·-t---- --· -----~---___ -~····•''~ -~-::--::-,:::.:: J __ . ---·+···--.. --.......... -~ .. ------•-------+--: ·---+--·· -t-· " _.,, ,, --. -~f--, .. _~4:-:~ L,- --· -·-·· ......... ~--· -., .. --.. --·.. ,. ~ I 1nooF ~IN AT l.OW i ·-· ... , .... .. .. ·-.. - fl !! 1. H I IJ Ill -·"" l'i ~·-----------·--- Ce.w.M Tll,e IC F-L • i,• .. < ' •c.e:M t,:, -. . . I ' ... .. ' 1· .. '· -1~• I• " " -~,. f-- I~ i ~-., " -" ------···-----'"""" .. . ---·~ .. ' r--·· . ·-I - -- <i7 . ' i -. --· ' I ·-· ,, ' ! ' ! ' I . ' I ! I ' I . ! ' I -.. , i --I I ,_ I ' ' ' ' _.._ i ----· ~:·,· ·-. " ·---·· ·-·-----. ....:,. ___ ,,_ ----, -· -··· -----... '. --' ' 1· . ----.. ----.. ·--·--· ------· ----···---. LONG\TUDINAL SECTION SCALE. ,iM ,,. I 1-o' CEILING fl -HEE.1-J E.. S <!LM pi..Asre.i:i_ --... · - I ~ -ctX'.l~ Si:! ~· :x:::.u~ouu.. ce,:l,,\,M IC. Tl L.E; e.A-5£ -------... --. --, . ,_ -AE;,SJLIE: Tilt "' -.. , . ,. ' . ' ,! .. -. . r . .., . ' I <;. NT 1-,. '• ' I -, "; ·' CFOA>,/\IG Tll-£ f'IL>OP.;;--- t::='::iatt::~ -~~·-_· Fii.:.t.---,, - .. . , •· . ✓ ,. . MAF.e>L-e:. THRESl-401-b I .za,.::;. ,,_ 0 ,, ' ----·-·-- --~-' .. -... ·-I'-: I• ' ,· I ' ------7 ,Ir--·· I ' ~ I ~ ' ' ' ' I i I, ! ' " ; i " i: ! I I ii ; ' ! I I I i £.: .... ·. j E -1 I .. I I -~ -· ' .. . ' ' " ----.-•••-•'-•••-~-r••••~•-·••~--• . -'..-"' - • AE.ce. s:se.o l?'.>INE.l. c.4e,1N&T -P -;. ~ ' 1.9 ig'!ClF. ·_, . ' r ~~L. -~ _ :-~---=. ' ----.. -··· . . •- . c-eAAM 1, r, (..E, -+: , 1i s10E5 :seR~1ce : . bASIN ------------· .. .,. PP..E CA$i Te-P.RA z,zo Mo!'> SE!rl.\/lC.li,. l':>As,N ~ ;-:: ~ ' I '"·: c- ' >- ,:, 0 ' >-I ·-·-· ~· ' I ,_ -r ·-' -·· .... ! ~ ... ----' >-'· ' -i ~-- "' --~w ' ,,,,. . llE " " -· Loa-<: e.P. ;;l.ECE $~ <vei:siFv i ·- . ,., :-~C~UAMIC TIL.E. ·•I; •. ' 1t°x2i1MIRlta/t . -... l t. Sf!!:.l.~ ----- I tJ ~ ·, 70 , I -sf I . . . I. ' ' . , ' \ ' ' ' I ,/ I / - ·- -. l"/"1, F/..,"1 -1--~----. . '...1-----· ~ ······~ ---~ L, flN (5rl.. -' -I 'C, et'JlTOM 0,. R'XTT'IN6 • . fl if I I ~o i -· 1.1"' I ' I I • J' (Flf-.l FL . 11 a,,O>,p E_S~-- HA<1."1ACI< ..,0, C. '.24 . . """ ) ' --- l.OU Ve: 11.. I -JINOCN/ TIMTE!.O :f)I.A-S~ ffi -A,-. ' r --- -- -- --- .. ----,._' I II I I 2'l X 6 5TL-STAAi" iYP I · I ' '. . I -~4'~ 1'211 -,e.l$cf ,-~~C-T, SECTION 01:, 0PSNIN6. 1-?>4 id, 60LTS ----·-,°~- (1',E:rwe.E.N .,;015 rs) ii il II --~ t.xl2. M I <I/,(/ -b-----< TYP I~ Vi:l..'( PACI(. ':, -';,/4 ~J "7 11-r '2 .dr----t--+--' NJ~.:? R l't>O L.. T "'a ''j-!~ i..---t--/_boNO ~tvl --. __ , __ Ju. -i-/![Al)_ - C.0NDITION @. 0PENIN6$ ~ !30,I, L-E. 1-,_1 • It-0" I 6,1, CAP Ft.A.Si41N6 .. - .. ,······•= ;' \ ~--i ( : .... ·-· -:r-~ .. -~=,f, \ z 1.9 ' ' i CCCURS 0/ER. CPENING AT C:COl<.S I d. -3 OPENiN6 Wlt>T~ 11'2'.o" & IO'.e,'' 0/P. BD A.c.111,...e.,. \"X:>ND M.A.M DE-TAIL . I I --~""~Ii, "~::-'.:•:-i+•· flH 61. I ' -~-......,.---.,,,..,..-r;,-1 i 1. ·O I 104 X rr:c-,' @ I 2/ 0, C ~---!Hl-.;-.-i-t-,·~ " 0 DOW l=l.'i. 10 MATC'" / VMT. fl.elN,,., UP D"J,le.r~ it ~l.o" IN MA50NA.'I -r 4 NoTe: A, '2>< 4 STUD ·=-1, U'A,-.IN6 PAATITION P~vlpf: SIM, !"i6, • '2><4 S'TUO .SILL I ' ~ f,E. RPWO w/l114"x0,11x2 11 A,e, G ,41-o' O,C, ::i _L ___ _ . . ,......,, ~ • ' (,,-',,t• ~ ·"""'···--··-----··---·--·· ---------__ ....,a_;_ ____ _ WA L.L. Sac. Tt o N DIGiR!CT !UIL.Dir,.lei, CO NTP-.01.. 1:-L.E.V~T ION~ AND t!.G.ilON'11 A·2 JOHN ASSOCIATES ARCHITECTS AIA ·""' c'.(,;-. l~ "· '~~-~ ,;;~Po.:r ~ .. L.'- .. ,;_., _;,. , ·-,, ~ ~~-, .. -..... ·-••""'"'' ... ,;- • ~-'' .. 1---. 5c:,;:< .... ·r"'!i(. -. ,,~_ , .; ~ ·"~ _,,. "'· ··~. -.... ...,,-....... -~-·i•·'··-' -,._........_.....;m._ .....,,:_..,..,, ·-----; I i I . I I I I r,l ' . I . I • ' . NORTH E.LEVATION SCA.LE-i/4·1,:. 1 '-011 .,,, r------· ·-·-,- ' ---•"' ·-···· ·--=--=r=- ' ;-·--···t' I f--- i...ONSITUD!NAL SECTION s c AL e 1;4 11 ;:; 1 '· o 11 ·-·----=---'------- ~---------------------------- ~ e,11 x4"x :'°'1 I . e,j;(o,<cN FACE C:::O NC, , !, I.OCK. ( TYPI O,._L.) ., -----------------1 .-i,,c,. ·-··· -+--···--··-~---.. _ .. ...., ; fUTUQ~ f,LoWEr;:l N'!~ +-···-··---+ i G.1-o1 .. J...,~ ..... T -----• ··---r + e, L.OW E ;;i, ~ooM ----·-·-······-· .... ···-···-·-·----- IF•<i,I -- ,,J II IJ"0 LOCATION OF !?" 1'_ AO 4, L ,p, SOOf : r----- : b-,11,f, O~AIN LirlE . I {!? CC:1(./riG ·.· CHL0~1Nt;_P.M, I I F·GI I ?/,PO,';fa - . cHL.O~iNE. s1or"li\GE --~,-.~··· , .. ---·-·--··-.. ~.~·· ··-·-···~·· .. ,~··- .-.-bl,0OM JF-<ol i -+-------------+ 11.1·6'' i:,,,--~-·. ·-, .... ,., ·---·-····, --, --- bLOWEt:< & Ch~ JQ i NE. HOUSE PLAN •. -··--~ .. -. ---···•-«- • ,. -·-.... ~~ ' ; 1- -4,-,1.---·-----+I . -··e-- 1 I ' ' ..... , ........ -·· -··-·' ..... . ' ' -, ----- \ . {·· ' ...... i . ! I ---It- -+ ( /..LUM, iHQE.SHoLO \ Louve;;i WINDOW \ FRAME -----. _\ ___ ·----· ... . r--/------------,' N~i:<RoW ':5nL.a D~ / ,.,.-------1· !-.. ---_.!!!I. .. ,_,·=-. 1~-= "-_."""---L '-"--' , cAll~K -..__,. r <-r +-· -... -.. ~ . ~-----c=-,·;74;~; ~) ALtM·. T~~~. I . -4 I I _N;__o_m:......_:_:_H.:....____.::.J _A Iv\~ SO U 1 H .J A ,II/\ f2 __ ·:. -. .. . ------------. ·----•.:.;~•-:~."a';:.,"• ": -" -..... ~~:::.~.:: . .-."·· ·• ' .. .. ····- .. l ---..... "'\.. CALI l. K ;ii! I . ~. _, . t :--. ' I __ 1J..._ ______ • i I ~! /, I ' ·· /\DJU$ft\BLE P,,,NCHoS5 (:? STi:IAP .JAMe>) Pf:>< ·--··. ----~l'l. CEll.,@H~Ao • PRE. 551$0 METAL. FQAME. = 0 • -(r· i 1-/ u ' "' st -N!>,QQOW ~o --$"TILE, II I" I c,00'1 ' : I ,..11 -0 \., ;::, ~ ' ,,,,_. /Ir .. .. - c e. M. f'L. A<S .7 / _..,, .... LJ.---LiLI >;x>ffl T ~ : : . 0 ' CAULK -' ~ --. -·-·· ···----++-- . HE AO _/~ e,~oKeN FACE Co NC, f:>L-oCK CAULK ---j--___ __;/ ..,.._ --- 1 JAME:> _J 'I --,-· J ' ' ' ' -, 1 P~'l:'55-ED ME:1A~ '----~ FPAME · ~ Cl.lf'S ps~ .JA.M'D -+ ---f-L,---.+ --;-.· =;;:.I I / I Oci~--SEE 5Cl-lcDULE • DOC~ -565 SCHEDULE CONDITION@ DOO~ HE:.AD 4 II ... -- ' ~ i __ ------I ~I\ ________ .. -, . . 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ENGINEERS AND C 0 'T_A __ N_T_s _______ x,; 1• C -'llll BOULEVARD ----------"'"'-'· Jr"~ p, 0 A •• e6 OAIL Y) -SluDC.i Dli.M'.l"r', MltTf~ 1t-1 SLUl:><,E P--I.I l'wt;)" C ll'i> F. I • . ll()N/"Y fVAtW1Y LJISCIIAJ?t;E /1JIN T; ;:(----------~· r-'~,.. . HANO PLANT • . • SCREENJNG • INFLUENT -...___,1-_-~-~-l ME TERI NG 1--.-------l • .-+--.c::.,.::__:___;-M:c=,t:.i<'C~H~c:..-.-, ~+---'---.-1.jr,-j JUNCTION SCREtNING BYPASS-, • . PRE-AERATION & GRIT REMOVAL ' r '• . ' ,----~------PLANT SAN(TARY,· SSW1'~ ,, SOLIDS'•. 1iL0TABL£S ' . ' " . ' •<' . I I r FUTURE BIOLOGICAL TREATMENT I I ' .... _.,,, EFFLUENT OCEAN ___ ......, ____ --! SAMPLING 1------,----0,ccU-T::-F.--A_L_L---1p, STRUCTURES . L __________ --- I I I ' •• c". -<{ Q Cl EFFLU€NT BOOSTER PUMP FERTILIZER ◄~l-----1 SLUDGE DR YIN.G SpMGE Ft.OW, MILLICII CAl.l.OffS l'l!R n.tY PllESDIT AV!llAGE • IJrrt 1/EATIIEI. ;>111':SEIIT KINDIJM INITIAL DESIGN AV!KAG& -ORY WEA'.fflllR Il!ITIAL IJIISIGN -P&AfC ORY WEATIIER RA.TE IH11"IAL DESIGN -lEAK STORM RATE ULTIMATE DESlGII AV&RAGE -DRY 1/EATIIKR ULTlMATE Ol!SlGN -PEAK DRY Wl!AT!ll!R RATE DESIGII POPULATIOII INITIAL Dt!SlGH UL TIMAl't DES IGI• 24•ROUll Sl!:WAGE AI'rALYSIS, HC/LinR ~-DAY BIOCRll!MlCAL OXYGKN Dl!KAJID TOTAL SUSl'ENDED SOLIDS GB.KASE ABS INITIAL DESIGN OIIQAllIC LOAJ>INCS, POUNDS/OAY 5-MY BIOCKSMICAL QXWEll l)PlfANI) TOTAL SUSPlmDKI) SULlDS VOLATILE SIISPEIIMD SOLIOS INT!R-utn1 SEWER DIAMETER, INCJIES CAPACITY, !IGD ' 1.7 LO 7.0 8.8 22.0 J3.0 56,250 275,800 250 185 27 6.0 S;400 11,350 7,WO 4;; 27 PALMER-jlOWLl/S FLUME INITIAL DESIGN CAPACITY, Jt::I) ULTllfKl:E DESIGN CAPAc'.l'.TY, MCD READ, AllOVE ZERO DA.TUM, FT. Pl(KSENT MINIIIJM INITIAL DESIGN AVERAGE lNITIAL DESIGN -STOR!'! PEAK MEC!WUCAL BAR SCREENS NUl1JlER CHAll!IEL DEPTH, FEET GRINDER NUMBER CAPAClT'f, CUBIC FEET/HR. PREAERATIOll-GlUT filMJYAL !/}'l1T llllMBER WlDTI!, FEET LENGTI!, FEET AVEMC! DEPU!, FF.ET • GRINDER 1 .. BURIAL ' A IR BLOWER ' . , GR1T WASHER BURIAL I I I ' . ~ FL0TABL8S SLVDGI: PUMP ..--MA(;/VETIC FLOWMETfiA NUCLEAR DENS1TY GAGE ,j. .' ,, I . r---------1:►PLANf USE EFFLUENT R£C{)lllRY ~p l,..o PRESS m 'NJ{ .S!!i:££,tt ,, 0 WASTE GAS r. BVRNER I \ I ____________ __, t ---------t. BLOWOFF STATION 15 0.56 l.,28 l,80 1 3 5.5 1 bO 1 2-2 .. SLUDGE BYPASS Pl!§MiAA.TION·CRlT RIKJV,U, WIT (CO!IT'D) VOLUME , GALLDRS DETENTION, MINUTES lNlTil,L DESIGN AVERAGE FLOW INITIAL DIISIGN PEAK STQ)U( !\ATE ,\lR SUPPLIW, CFM./'J!T OF "?AUIC . i\lR REQUIRl!MEmS, CFM 'i)j\!T AlR LIFT l'UMPS NUMJIER SIZE, INCHES .CAPACI'.i:"l1 GALLONS PtR MINUTE AIR REQUIRY.KEN'rS, CFM/UNIT TOTJL AI\l RBQIJIREMIN;'fS, CFM Ar.R IILOWBRS NmOER BLOWER CHARACTERISTICS ' CAPACITY, WM@ 7 PSIC SPEED, RPM 74,000 24 12. 9 200 3 4 too 50 150 2 ' . ' STEAM BOILER • r CLEANING --<G½~ GAS '--<ll~t-1 ~ COMPRESSOR PROCESS DIAGRAM GUT lfASllEi NUMBER CAPACITY, GPl'I SURF AC& AREA, SQ, PEET SUll'ACE SETTLIN!l &AT£, CALLOtlllfSF/liD CHUnllNA'l'QAA mJMBEll ll'fITIAL DESIGN BIIQ(IIIml!NrS, J.JS/JM.Y OOOR CONTROL DISl!lli'EllTION CAPACITY, LBS1llil'f/UNlT ' PR?HMX S§l)lMENTATlON TANJ6 NUMBEII. LltN(;l'ff, )'llf:r ' AV/!RAGE DEPTH, FEl!f TO'rAL. VOl'.mC, GALLON& l>l!TENTlOll TlMB,. lll(S ' ' l 300 21 14 2 37~ 550 1,000 2 9 4:92,000 PRINAIJ f!W'f'!!._tlOII IAJl9 Crom'' P) Pumat'l' n,(IWS (l UIRT) SUVACI Uffl.IHG RATZ, CAIJJJl:IS/Sfl h,A_y .-iutTUI, DISI.GII ( 2 llilTS) PQSl!ffl' FLQIIS (1 UIIIT) . WBU OVl:IIIU;lw MTt, GAUJJNS/rt/'M'l ' 1'lftl1. DUIGN (2 UNITS) PUSEll'f PLOWS '1 UIO.T} -~ 11Ut11JM l'l,OIJ.THIIJIGI Yn0CITY, lT /MIN INI.TIAJ. ~SIGN ( 2 \llft7S) I ' • PRISDr .f'LOIIS (1 UNIT) !LUllC! ~ IIUMIU.: '< . DR!VE UNit, RORSl!POWEI. . ' f&P!IJS1JR NUlf,U:11, ' . I I I PROPANE J.O 700 SJO 14,000 10,600 1.6 1.2 2 200 1 4 NUCLUR DENSITY GAGE NllM!lER SIU, INCHES TYPE PllIMARY SWDGE DIGESTER NUMI!Ell. DIMENSIONS DlAJ>IETER, FEET SIDE WATER DEl'Tll, FEET VOLUME, CUllIC FEET INITIAL DESIGN SOLIDS LOADING, LBS PER DAY TOTAL SOLIDS VOLATILE SOLIDS INITIAL DESIGN DIGESTER LOADING LBS OF TOTAL SOLIDS PER CF LBS OF VOLATILE SOLIDS PER CF l[Y!JRAULIC LOADING CAPACITY OF DIGESTER, !!GO 1 6 Radioactive 1 50 23 48,800 8,000 5,300 0 .164 0.109 5.5 [..!fl.IN b't-B ANALYSIS SECONDARY SLUDGE DIGESTER • NUl{BER DIMENSIONS DIAMETER, FEET SIDE WATER DEl'l'H, PEIIT VOLUME, CUlllC FEET GAS sroRAGE CAPACITT, CUBIC FEET ROOF TTPE SLUDGE DRYING BEDS N\OOIER DIMENSIONS WIDTH, FEET LENGTH, FEET TotAL AREA, SQ. FT. INITIAL DESIGN SURFACE LOADillG, S,F ./CAl'ITA -DRIVE tJJqT, HP 350 1,150 15 UI'rIAL DESIIJN (2 UN!TS) • 2.J Ra&ted~ Magnetic BA,SED ON 0,20 LBS T,S./CF ROOF TYPE Fixed Concrete JO • 15 " DESIGN 3 C " ·• vVATER POLLUTION ' -AND SCIENCE, 1 5( 4d,80C 8,00( Floatlllll 20 35 60 42,000 J. 7 5 '" I • JUNCTION STRUCTURe ' ' NO. I £L. 39,00 JUNCTION STRUCTURE EL:.28.00 . , SCALE: V€RT!CAL: HORIZONTAL: • NO, 2 ,, -, EL.3o.C I \ FL ow· METER~ . /.r------. £L33. 69 , , BAii ·,, SCRE,ENS"'. at. 2 · · , · PRE ,f,,£RA Tl(},N. , ... AND l1:,Rlt .·RtMpVAt' ' UNJ·T ··--EL. ,30.0() , 42,,_ __ --t~----:F:-:. L-. 2:::-7::.--::7:;-t-·.._ s~o.36% £L.27 .. f6 } EL. 27. 51 EL. 2 7. 35 7 .__,.,.....,,,, ' ' L~-.,._-4~. EL.27. r9 EL.27,,2 ~ EL.2f;.07· ----Et.2~. E t.,24:oer . t C ',• ,,,, '· . .. . " ., ' . -'":·~, .... ~ ,. ,:11,'f',J ,~--'l-ih . ''.-!". ~ •' EL 4St25- EL 22 00 PRIMARY· DIGESTER NO, I . . SECONf!IA~Yj Dl&E ST£f:?'. NQ.1,. EL201)() . . 6L..4.0o: \_ EL..20,82. . , •• . ,,, ·., • ' PR)l,IARY '~•' C "tEL.?4,SQ J ~ 'lC,, .•, '. ·, j ~. ' • .. ' ' . .. ,, •. FLOOD CONTROi, CHANNEL SL.UOGf; a,:.._£l,.2l.!50 . )~-. -:~ )"s._ • ·, :·~ c;I' ,._. '".., " ' ~ ",;: ·. __ . .. ,._-. ,,--, ORYIN<; B:'eDS , ' t~'P OF. 0.' _,I.!: ', ,, ; I ' ' '- , ., < ' I , \ ' • EL. 22.00 EL. 20,00 F:FFLUENT SAMPLING STATION EL,29.83 -SCIENCE, CONSULTANTS CALI FOR , I I l \ i I I I \ I ) \ ' / .. \ TEMPORARY EARTH BERM -SEE DETAIL ffi. ~------------CONTINUE TO EL 24.00 • ~ N 2 s"-46~ 03 'w / 'Cl-l.f'/1,'/. LINK fGNCG-15RRf3f,? J-Yli'?S r,e.NC5 ® -----.l--~-.-N.:::,4_0,?to'-$4." 'l'i'i l!'b.~,2-' I ' \ I ' I 1 \ ) ! ' SLUDGE BLOW-~F STATION \ I s'RV. WITH ROAD BOX COVER s.32.ocJ RC. 293.00€1 -• 12 {J) . , .. ,::! ~ l.iJ 0 i.i:l <: ::::5 ~ !J Cr Ck I 0 I.I.. -.. -. . ..... ---4. 5 L s 4• ti) Oj 0 00 ~ . 12 • ~ __ _Jt1tl~ ,, 1'c I I I ~ , FLOOD CONTROL CHANNEL / \ r \ \ \ ~ ) ./ / ' ! / I I ' ' / \\ \ \ \ \ I ' ' ' ' ' l ·, '-" \ 0 \ - \ \ • 2 ,r:::; ------ .___-ORIGINAL GR:i,~~-----• , / J I ' , / J / / SCI ENC ONSULTANTS ' I I I TEMPORARY EARTH BERM " • I DITCH SLOPE TO CONFORM TO FINISHED GRADE DETAIL@ BORROW AREA { SLUDGE BED ORA /NAG E D ITCH If I 'I SCALE: I= J-0 ,, ' SCALE: 1,..50 i=L £VAT/ON DA TUM: U.s.GS. E, I I~ / j/ :i ,0 ,,eYl/ ~~!! ,, r <:! I "J / . v;I" / , I I .. . \f) f'.. ci 'j IJ.J .:er:;._•· °' =-==we:.• 1/) \ \ \ \ -------...,_ \ HIGH POINT SLUDGE BED EL ;;,e.ee ~ I \ I \ I / / / / ------' \ \ \ \ \ \ \ I \ \ \ \ \ I \ I I SLUDGE BED CL 20.19<3 SLUDGE BEDS AND BORROW FINISHED CON-TO~ SCALE:;'; 50' -~ \ \ \ \ \ \ \ \ ----.,. ,,.,.,,,.. -- ----,, VARIABLE 2 ,D ----------~ , 5 MAX, W,S. --...................... __ 6.3 41 . 6 5 VARIABLE 2 I I NOTE: -@f!'._GJt!:'!_L_ G_F!_O_Uf_'!l?_ §ijfj_F~G_E_ · SAWCUT f' TRANSVERSE '-AoEE G -• ---- JOl!iTS MAX, 20' APART G·5 _ STA 0•00 TO l•/9 ¢ /•49 TO 2+00 TYPICAL L /NED CHANNEL CROSS-SECTION@ SCALE; (=60 1 G·5 . . N0.6 AT 12-TYP. INV. El: ENT, 19.0b' . EXIT, 1880' " NO.-f AT /8 -TYP, --<=:'."lll SLOPE INVERT AT 0.0067 , . ·" ' . . . . ~ ' . . . . ,. .. . ... ,·• ·, .•. ;~ .,,.-.... ' -. . ., ••. . . ~ --------. ---···-~-------""-~~- L __ ---------,-:---_-----t/211CRU.SHl:O Rock STA. 1•19 TO ,,.49 AooED To SrABt1..1z1= 2 TYPICAL SECTION BAS~. GROUND WATER AT TRIPLE BOX CUL VERT qt.. 17 ±. SOFT SPONGY SCALE: ('_50' CLAY . • 2 II/ __ 1_2' _ _____i__: 2"--' -~-1--__ ___:_l=-2_' ----t<---~5_'-----1~~-A_R_-'1. STA. 2•00 TO 8+50 TYPICAL UNL /NED _CHANNEL CR.OS~ SECTION@ SCALE: /-:::60 • -......... ----..... . ------. ~-.. . . .. .. l.u .... l< l'-. ~ .. ·--··--·-······ --·-·-······--·-···· ., . . 0 I--ltJ :.: :,. 0~ a, (.) I I . -l---. -· --. ·····----.< -,---,2,'-+-6------+-·· .. --j------------. _1 ·----------... _______ :: ---. 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S,o.oo2--=----S::: 0:003 ...:.:..:_ -1~---1.------c------=·-c. ----- EL /(3.70 .3 TAT!ONS FROM fJROPERTY ' EL /8./0 4 5 L/i\/E -SEE 8_-FOR STATION LOCATION \0J4l FL 000 CONTROL CO/VT,qOL _____ CHA---'---NN~E~L~P_R_cOFILE. /1 i .r II SCALE: HOR. 1=40 VER.1=3 I. EL"/7,50 7 -· • h, ' ,,,f__ ~-t-~ 302 FLOOD CONTROL CHANNEL SI UDGE-BEDS FI t\J/SH f'D (; 01\JTOU R.~;- ENG IN PRO f--IL £ --S £CT ' \fl 'o • I 1/) •:.1 --------------------.. -·--~····-------- 0 • I ~ 0 I " CHANNEL· BOTTOM --... •,-- 'o, --~ . "- f 1,5 C"'-Ft) -COARSE GRAVEL FILTER(@a.o c.a. 4'PERFORATEO CARLON•o" DRAIN Pi PE ( Pe.le.fa/.) . NOTES: I. REINF--OR(E WALL/ FLOOR: ., •TRANSVERSE: NOA AT 12 CTRS. •LONGITWINAL:N0.4 AT8"CTRS. 2. :SLOPED WING W,sLLS SIMILARLY REINFCRCED --r-r __ , ______ . . .. --··----·--···-- ~----,f-••--·--------.J'-------------·-----. --- -~-----~~_-J\_C_H~N_~EL f_ ------z____ _ --.G-r r····--,._ --~--~,-_ I'-----------~'-----------, (\J , EDGE CHANNEL--Bo_r_r_o""iiS I I ' ___ TOP OF CONG. ~~~~-7 __ "' EL 20,85 !EL 19.15 ~ • (It , N NO 4@ ti' FLOOR) - BOTH WAYS -BOTH FACES 2 ELEVATION VIEW ,4.ddt:d ,al(~ 1z" T?ench s CAL E :. (_ 6.0, . . 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NO SCA.LE 2 REQ. ~ TREATMENT PLANT l REQ@ PUMPING STATION '1· 12' C..5 200£ 364-7~5 182 E \ \ \ SCA LE: 1~30' • I fl 2 r.j A .C. G'"BAS E COURSE 4"TYR 5-#3 EQ.SP1D. 300£ \ J / \ \ J ALHAMBRA l'<-1281 - ci !le: <! ~ ~ -.... <{ .... ::: <.u -Cl l.u er,, ::.. r.r ; -er Q EXIST. / P.P. L----£~.A-"l(}y~✓ Ct. GRATING ASPHALT BERM FRAME Ii RECESS AROUND OPENING-->,-----~--COVER . i ' G·lt.3 EQ, SP1D I 8" fi0WN0HA/N. TO '/ 8" C.M.f? CULVERT. . I -H· · · 5-1/3 EQ SPD .. ~~;jit,-411'3€45' I -___ _..,.,.,...--_...,.. 20 / -- I I / I .1 255.67$ 562 E PLAN ( 100 S 609.50£ 170.67$ 609-50£ z" P F'(;/1/\ f-J E TA tJ K r~/_~ 0 SC ALE:½/.'" /'.Q'' <.u 0 "' m V) \0 I C,J 0 "' - 00 I.I> IQ 420 S ?OOE I -----1 ·----.··---~~, --· ----~----. ________ ,_____ --........ A/MARY DI EISTER I NO. I 14S S 708.50 £ 252$ 0 SLUDGE 764 £~ 8LOWOFF STATION Nore CHANGES -SC IE NC E, CONSULTANTS FORNI \ I I I I I i i I I ........___, __ -. (- I N C. . 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I ··-. .. t FIN/SHED GR7 .36 ' ' - 34 I """'. . I 32 .. .... ""'---EL..3, . 30 ·.oo s -<-.6.3 %,,, _____ -- t 28 INVERT OF PIPE 26 . . 24 . - 22 ORIGINAL GRADZ. -------------~ ~----------~----~ ----------20 . . ,; -j---r-- ! i I r r --, .1LL ' I I I I I . i ---, l -~- 0 20 DISTANCE IN FEET l .. ·I ·--- I ROAD ---.. -·---· ··--··-·····-··-' --I'-' i .. I ... 4' ,, I t ---. --~-,-' , / / . / ----8' -· -- EL 2e.5a --~t,> -v , -' EL . :,..,r-"'·. . -.. ✓----i--I .. ,. -··· -- /30'-t . 72' . 40 60 c1vROF/ LE !B'ct> CMP CULVERT ENTRANCE AT 420E. 055S. < I • SCALE: HOR. I= 10 VER. /.::::5 -... "' I .. ------- ' .. I -·· -·· . ·--....... .., ---,.. ,- --.. ,., '" .. "" --, .. -- - . . -·-· .... .. . , •--- ---- . "' LlJ l'l Cl 3 (J) ,:: if 'O . l I t-- .. , •r• ""-;. --··-f· __ , ... .!. . .. '~~,~ ---- .. -. I -l -/ ' / I ~ I i\ • , --.. ---. -~ _--- V.C,P. -. ' . -'" . -, I . . . '\_ 26.68 , I ----~ I.'✓ v. 26.35 ~ -·· --.,. . , .... --:::::::,, DRAINAGE CHANNEi..· .. /NV. EL 24.7 , I I 80 100 - I I ' ' I I ,., ... . . ··- -l---I ...J 0 ' :Z: I ----------------._ ' <,: ~ I . . . ' L f--~--r-------·-... ----I ·----~,... ...... -' -:~~ . . . '"""~~-'---~ ---------·--~ . -,. -.,.. I ----- cor-1c. ENCASE ~£iii~ I , rt ' . . . . .. --··f . . .. .... , . ......__ ,' - I ttL 23, o-/ ---· //0~ 23.~ 0-23'± ~ --~ 200 160" 120 80 40 0 40 0 20 60 100 140 180 220 260 300 335 DISTANCE IN FEET PROFILE H " 6 ¢ 4¢ /.$,/? STEAM Pl PELIN E JI J /If SCALE: HOR.l-=20 VER,!=5 • PLA.N Vl,EW. TYPICAL CULVERT INLET NATURAL---. DRAINAGE CHANNEL ' ~~~ ., I 8 IP CULV£RT-----:==:,;--I SEC'_;TJ 3l.iLE: \,0 . ' ,;:--;---4 OR61PSTE£L PIPE ,. -~ I I I [ llfbe. ~-~-,::::5!:-za...., '<t----------_ --->j- . 90° ELBOW ,, 2 TH/,CK FIBER GLASS PLASTIC COATED INSULATION 45° ELBOW TYPICAL STEAM FJTT!l\JGS N(J,. SCALE ~ I--I, S'TEAfvl Pl PEL/NE J A ND CULVERTS ,,.) TA IL S TEE PROFILE 8 11¢\/.C.f? ·sup ER NATA NT f SE\Ji!ER ,, ' ,, } SCALE: HOR. !=20 VER. /=5 ) --....--..., f\J \ ----t CONCRETE CURTAIN WALL SCALE:¾"" l~o· ENGINEE ---t~--i -<~ T ~~ 0 /STANCE IN FEET SPRING LINE STREAM 8£0 4' I N C. ,,,. ' 17 flu:h._ged Ma911l!SIH,., 11,uile W lf/2 THI Mi-,- OVE.eFL0W PIPC:. I \" S' /'). Ve-.· -0 ~ l-lom.-1"~10' I ' -PROFILE <l a 2 0 -8 J: ------El. 5tJ.20 ------El-21,0D I I ' t1.C. R,.-,'I- ( ~C.\IM£TIC PLI\M Ca.+ltod it Pro+edi1ln I\\\.f°<1llr,:\'~I\ • i / I / ' I I ( \<a /f!? rsi ~ / _) I I I \" 0 <t_ CURVE DATA R=40.0', 4 ~ 99"30 L = 69.46' T •47.24' / / /' I \ ., __ --'5r't-.Arr, £ S CHAI;:;· --... ~-. ~ -----w/3 S TRA ------.___,___ '··--WIRE -TYA " • ·~ ~!!R--.A ---....... ---~-. -~ ... 3•2 IU fNG.INE SC~M(TIC. VIEW -In AGL/A HED/O/\JDA PUMPING 0 0 • N \D N N \ .. -lO N "' " I SCALE: I= 20 ENGINEE \ -1 ------. UNDERGROUND -- TELEPHONE CABLE - BENCH MARK: CH/SLED SQUARE(□) ON CONCRETE BAS£ OF R.R. SIGNAL #2301 ELEVATION 31,13 U,S.G.S. --------- THRUST BLOCKS SHALL 8£ CONG. WITH A MIN OF 12 SQ.FT. OF BEARING AREA. CENTf:R ON OUTSIDE OF BEND. POUR AGAINST UNDISTURBED GROU'ND AND ·¾ OF rIPE DIA. . -SC IE NC E, CONSULTANTS ------ LI MIT OF WORK STA. ,oe~oo M.H. t BRICK BULKHEAD BY OTHf:RS () .. / I N C. 1-----· AL. -- . • T , 74. 4a::) ' (.J a I -' (> \ v, • • • . . . ' . , , • Cl/RV£ l>ATA 1 A • 99" a'O' ,e. ¢0' T ~ .t7. Z4 L .,. t:-9. ✓"- L I asa . ' n . , • ,. , ' ' ·-' ' ' -Cl . ·. ' ' ' - . ' -. . ' '-' "' .... ~, '-'-~ ' '-' ' "-. " • -+---+---I----. -, r...... _.,., -- ' ' ' ,1 'I I I I I ~ •• '" ' , " / • • • • ' ' ' ' ' I \ . -- '> .,,_ I' '-"\ -,,, .._ ..... ' '\...,' ', ' ' '-...., -, ..... ~ ' ' ..... ..... . • '-=:; ' " ' " ' ' ..... . -, ' ..... ........ ,,... , ........................ , "-'-'- • • . ,. . . , . . . , , , , , ' ' . . . . - \ ( ' , , • .. , ... : i . -.. - . . . . . ' -T ' '. . .. - . ' , • T ' ,, -. . - J I r , , -., . ,. , / . . . . l •.a JI.I 1-. 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G4S' ,W,41/.J. ~ e_.E.Xt$T, C::R4.0E -C.VT ~ 2'-'a"f--_.; S ~ o • :Z .#.4:reRl.4L ,&'0//t CO,I/SrRvcr10<..1 OP C,<"(l~/leP ,l;!,:>,;,t: $7/A!',"'ACe, S#At..L co,v~64'M t!;.$'5'.FPTIAlt:.V To S'T.4T6 O,"' C7,t/LI,&", s'Pe</,r;'ACTll:J/4"5 F¢1< C't..4ff' 2 AGGR;FGAT~ $"95£. ~ ... ,. MJ?X. PUMPING STATION ENGINEER N '--llOT.€ 6RA OIE €XlfT: DIET RO,,d,0 TO 0.-t:?.4 /,</ .4 W,4 V FROM ,lji:Jc/ /~' 4. c:. P,41/,£/.) 4C(i::ss R0,4,0 . -D SC IE NC E; CONSULTANTS IA IHKf Elliott 9. 381 ~ , LEGEND OF EARTH MATERIALS SIZE CLASSIFICATION MATERIAL SYMBOLS 0to9ram 1ho1111"•n9 tflt Ms11 of .,-orn Jlte ,1ur1t,,vt.,. ■ Grav,, ra "'°' or uu!f In d,t,,ftlft1not1oa ()f C.IQH I\Qtllfl. Sitt orvunic morr, r CIOHlf1cotlrN 11 IIOHd Oft tht M.I f Q,-ad• □ II FIii 1110 .. rlol ,cat• "'fatlllll end 1atitan11to,, Cllln1f1C:ahln Sand 1,mln1 atcrtH othcrw, U [) 111 511111• Cte11rt1 c::atioff ■f 1arth 1nat1r1afs ■flllrn Ml th!• s,11 , thtt1 •• lllio'N'd 0A flt14 ln1~1ert etMII ~ c1c1v (I Sond1to111 1hould nat Die C-Oflltr .. 1111 to 1fflftr IIMCh .. ain1c.al a•ly1l1 111,lell H 1te1H1 ~ Sondy c:loy or 00 Limestone clover sond to 0 .$1 m Solldy allt or ~ 1111e1amorpt11c roct 1Hty IOftd m SIity cloy or ~ IOftlOUS rock cio,e, silt SILT Percentooes ----------tProµrty Ill••~ ' r--- I I I I I I - I I ProP<J$lld ,_,-Primary ,r SM/im11nfafion I Tank$ I I I I I I I ~----•s-3 r, I'------I I I I I I I l I ~ I I l \ I 1 Propo1«i L -0,,.,V,,OM C11nnr ' -PLAN- sca111 1": !Jd :JC/L BORINGS !./ADE -N JLL Y I/ 1963 I ' • I I I I I I ' 10 -10 -20 -JO ) LEGEND OF BORING OPERATIONS CONSISTENCY CLASS I Fl CATION Pion d enr borino ROTARY BORING PENETRATION TEST Ac.00o•• ,.,.._ stundo,d fllinetrutlon Te■t N..ofllbt■ G~lor co11,.iw. 0-& ver,,_. v.,, ■oh 6-10 LGO-.._ SOft 11-20 Slmlcu;+Oi.1 Stiff 21-311 ~pOc:f Very stiff 36-10 DlnM HOl'd 70+ \lll"rdenN Ver,lwn 8 Rlllary borfnll Dlclm0NI core barin9 AuQef borlno Somple bor,ng ro Jet boflno [J Tet pjt • 2 ~. • cone 111111troewe1• @ 2 "-•Cal-paWltt lllr $tiff dt1rk gray f,,,. SANDY CLAY t..oc:ot1on . •· Top lie)_,. __ Molsfll,. (,r. dry wt I Dry dtnsl!y (IIIS/CU ft) U.Conflned C(lfllprHSlve strenoth C10nSlt4ft1-- oe■to,lclt9s ottte, sotls t■st1 C • ConsohdQt,oo Sample number s,za rl aompl■ l,inc11 .. 1 Blows per fa,t IUS•no o 140111 IIOl!tmer Wlfll a lO"drcp) S • Direct shear l. -•s.. -E • E1<po111M011 Elevotlon conformolll• rnor,r,al clWJnot •-Appro,111110te moter,ol c1K1nQa _,_ llnconf-oble moterlOI choftOe T-Tno•iol compreHlcn DDte Da!9 of IDOrln9 B·I El. 21,I Locot1on PUSl'l■<I Blows per foot ( Usu,o 140 I b hammer w1 th 30" drop) B·Ne. -001, El 22.4 IC Npr■HnT lion -~, of drn11no ro 20 40 Blow• per toot 8·2 7, ~ ---~---~~ +---... .L., ,0 40 , gray brown,fln• SA NOY CLAY 7·11·63 20 BPF SPF • 14 n Compact,llght brown,fin• lo m11d1um SANO mi ompoct,dork groy,fln• fo m11d1um SILTY SANO 7·11·6.J PROF/LT. Seal, Hor11 non• Vllrl 1•:/0' c·'-UN0ATl0N !N"r-;1 1 ATIC'N :'Ii[' : 7 [._D B\ Wl',>·'t-: ·· TAf!E~ -, .. ; 'Nf"F/c.~·Gf:<..'1. 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' ., . . ··" . ;;,l :,_ ,:,·{lf;'llf.?I;"· 16 GA.l-._,.,e,--e:, ~•-7 1 --;..Z.1..,:3,1 ·· OL&..ANDSR \" /. _ .,,_~j_ P>A.CCHA R 15 _fl L. \J Lt>. !'<:lo -] ( C::>AL, '31 O,C, _., ........ ---___ _____.._..,_..,,______~ _______. ...... _ ,,,.-..-... ·-- ,---\---....J"~~ _"',._ _ __,r"'1·Al-J';l>'JLON ~ _G:.RIT _ !!Et-.~OVAl.. --~I~~~~?!,~':':_ ___ ~ GC 1::,A.~5 -LULA.Rl9 . I GAi... =>' o, C, 1':=, .o-N e..i;i. _t_ .~fij.OKJ ...... ""DUS-.:..Il.! __ ~Y•• D I GA.\..., !::, Sd-llNU.S TERE..E,!N77-\1 UUS f IS GAL, . 7~8'y."o'-41 55 '" ,1 . ;"¼ ·. t.•·:_;,11 \~",' · le'?, .GC • ME'o.SEME,RYANTHEMUM RO.SEA I ::I." 0 • , ' .f --t--- 1 ' SINGLE: NO It 2 ,::·1"~ GGl 5A.C.CHA.f'!.IS .... . I 6A.L .. ptl-\J LAR:\5 ~1 0.c, .. ~._..._.,...,~.- ' ' I )- . . . : .. ,,,, .:. '.'.; '., ,;·· ,. : , .•. . 'V-,,~•·, - 5 1 Nta!,Rit.ltv\ Wf-ffTS' I G>A.L.- 11-I e,,c,..M~ MOL.""f\ PL...e'>'-1 . ... E, 0A.--=----\..-, _ __:_..:....c_L....C.::_ ____ _ I 10 LIQUIDAMbAR -:::::=i I • A NU5 TORR.t=ic'IANA 15 GA"L. <;,'-7' ss Nl=~IUNI OL~DG.R __ J_ 11 JANNOCH' I GAL, / s SCHINUS Tl=RE'e:,IN--i:-HlfOLJus~ ! I / ' '<SC _I /. ! No I!::> GAL 7'-13' Y. '3'-4' S.S. 5 Pl NUS TORR,~Eo~Y-;..;.A~N-"A---'-----·--- 5 GAL, -3 1-41 & r ViY{)f{)fWNI ,11\/0 ACACIA T.AEG'$, ,1/ TEJ7MAT£LV ()IV tS'C£Alrge-c:;) 15' FROM i·o1C£ -..... ... ···"al-.---· ------. -·~ ·--·---· ··-- I / _/ LAN,:;:e,ct,.,,p~ 'lv'OR!"'"-~ALI-NOT :es,.1a,; I N0TAL, ... 12 0 TH I~ ~ e.,c., PRIOR TO INSTALLA710N OF OWTFAI--L 0EWE:.R LIN~ I -----3.-f. 9 Fl 1-ll\5 C"'-t--..lA R. IE:,. N':::a ,5 '------!~GAL,$$ &'-1 1 I / / ,' . . ( ,' .~-~., . ' / -~--. ,_ ''\ PRIMAQ--,, -·-~-~ -·---~---. ,,. ·~-·-·- I \ \ I; l ,, I J -~ I 55. 0 NOTE: La.ndscaping 'A5 i3lllL r--.,., .R£P 9-t.9 Field J' t.tj1ple men f erf.• befote 11raceed_in9 with Consfrucf;on Work. CITY CA I<.. LS lo AO • V I ~TA . p L..A N /td<; been c/Jeck L .. \ JOHN BARTLETT AND ASSOCIATES ARCHITECTS, AIA BOULEVAR •• CALIFORNIA 359-251 I .. ,, A"'f'MD:5r-:'l\f.-~IC, Vl:J.f..., ~12.~R "MA1JLlA.L C::Ot<\R:'.:•:. Vo. t ... "-'E.. :", /,(.... y.,_ <e.f, COHC., SUR_EACE -----., r • _,, _,jt/(1'. .. ----------,. -------_,}JJ,2i_:__ _____ ' . ~--------·····-1M • c1c------· dJ-.-------------------,0:":.s-----------------{JJ1------"--:,f'l;;:~;;----....:;..:;:.,.:_ ___ -ctts1,-*--:.._-------------o--------:1 .. :-;;P~1c;;----------o-...;._----,--:------------t!l,,b j ' ' ' I ' I '\ 1 j f I I € \ t f I p----··· -,---' I j W12u~taK'{ t-16/i,./';, --, G.I.CDIJ[,'1.-1~ (.,," P0LYE"TIIGLEl<E 't,.,Jlpp!,...E. . 4-' '1, 4-!-' J. "l!\ ~ \IJ P-,L!:X.IC. '-e· P.v,<C' NI Pf'L\a; !'.-P,U ... f;I-- " ~------~-------✓ ....._ ._I" // I,, !, I/ I" I" l '/4 -" -------- P.::>'i.DWE=.t,!- t'_<;;:l:l_l-OF-1 N ti. HQ_,!~-- 0 I' I 1 . ,_,,--·-C:O>-lNIU:T f'/4" G>J. 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I I )( "' ----·· --~--· ..... LDN'/.'I 5A, L·lA A.I_L ·•,N$TE.t.v~ '.'.:,H.;,..u. F->li,. IN'71ALLl:cD Se.LOW s;;:r.-.oe AS INDICA16'.P !,cXC.Ei-PT\N'<:, 'S\<'.'.INNE!R LIN.ES. 'M-1\CH SHALL P.,E INSTAU..&.O ,<,,,e,oyi;. 6RAOE< /6 DiiTNU..r::,. IN"=>TA\...1-HOS>S C,\P.,P.,$ ON 3,.¢ f",,f(A5S R,\<i,liCfe, 1<1/ CONC, fOOTING 5\MlL"-P-"TO ATMO~Pl-lEl':.IC: VACUUM BREA.I<'. FR. 1"'57'ALLA7lON, ---·-·"~,---~J L E G ~ N [_::) u•--• I 5YMP.:>OL ll"E:'M, MODEL t-10. tf.. ~~FACTORS~ .. w ---.r--,-,, t>4G,✓, •-~ v- ' • V + ,l,." ,,11••11* u H,e> .,-····~- MAIN P0T4~L.E ¥.(C-TeaF<: =PPL--.' FO"R S',Ti; .. ~E;_'c._ '5'r\\ .. G·8 . r ~INK..LE.R s✓ sc;, tao M LIN= -'c:::<",Hf:: P!Jl~ 4-0 0. I,. Of': p.v.c. PLA'i,7"IC FIP.;: ( ,S,C,HE.0 40) GATE:. v'ALv'E. IN CONC, VA.LV""-P.:;,Q)(. ~ NO . 4-S,€, ' C.R.AN!a f-.'ANV-1>-l-=NT12.0l-YAL..V.S UJ/ ATM0$pHE.RIC VACUUM BRl'acAK.!:_R -NO-::,. '=>00,,,/7l0P.., pG.eo= RAINBIRC, '.,J,j) -"J-;2.,-· \' I -~ -..J,. NOZ-Z-l.-~ -l'-!O ",2.E:,P.,J~ C,A r::ULL 1'c p,::s._RT CIRCL.8 5HRUP.o HE.AO~ - O. ':=>10, f'<:AIN·O-N\l::>-T r f'Ul..l-'4c f=.T c,1<.cu::c 5l-H•:;:u ~-r-l~AD:::O, - NO~?C, RAJN-O•MAT 5k I NN~R-T'YP,C: 1..-1Ne. ,<:x-Ksr::, 40 ~, .. p1c-., w,-,,,10 ,!, MAhDTuRl-4.11 K'";) LifJION -F-"'N ¢. -i>,.,.,.'r~~AM ~ei·:> ALi, 3 1 (7, ;_,, HO..ies. P-, I P.,, P-,, -3/414~ CARiE:.R & "A) 5UILT'' -REP ~-~p. & G,E,-N. R\:,Vl'='>tOt-lS l..,C.NDSCAPE=. ,.jw :;y, :;.,:;Jl<. i · :'J ·s . -:-·,if~ ~~ -•-........ . ,. . ,l , ....... . '.,~ .... .....,.... ~ 'N" " .. \• ' I I ! I ! -·-"<-·- 1 _ I I I ~ I I I J ,/ :1 'I 11 l ! I ! I , I J/ /1 1! ii !I L-2 I . I i i I I ! ' !I I r , -+--t-....._,.r ,. i I CQ / : . i ' _,h I l ' I / ' \ \ \ \ \ \ I \ ~-·-----·--···------·--·-· '\/ , -, . ···-········· ,....... ' r;sa.so E AS BUILT IRRIGATION Jljr/T£M WITJI PLANTlN65 ,{'?it .. ••. "-~ ~--~t.w.~~-•1 C ',,,' ·#"~,: ,~ . ., " \ \ I I : I I ' I I -;' . I j ! f I !/ I I I I \ \ ', I \ \ \ \_ \ I '· \ . ' N 0 \ \ \ ' , \ \ \ I I I \ .r \ \ i ' i I ' i i i I \ \ \ \ '-" 0 \ \ \ \ \ \ \ -· '. __ ,,.- \ / I I I / I .,.. __ ~ _.\(_;. -i -----~-= O ';;'I , _.._.,. I / I ,, , SCALE: 1=50 ELEVATION DATUM: U.$.GS. T .... :--··· i -\.;,·' ,-,. - ' I!\ . J/.../ _-::-, ),f/v1 n £7t-:J~ >EFT (l U/3L C ) '-'-. ,;)i\'. •-,~•J? r.sr ,-D ...-~,,c.,,, · r,,,--,;,)( .. ...,,~ . t ~...._..---; -.__, .• ._..,, j ' - _,; U ED O 4L,!_ ,-'--,_./·5,· 5 51 ~oo·ss"'w 42. /9' s 69"33'ss w 692.9' I N C. .....,. ~ CURVE DAT,._ 6.a 20• Rc/5.00' T= 2,64' L ~ 5.24' TEMPORARY WATERTIGHT BRICK,MORTAR BULKHEAD. I. . . 1!-/ALUM. HANDRAIL SWIM POOL TYP€ • "' s• . . ..--I _.... ----,~-,·r RAN$ I Tl (/N ' . _.I • / GROUT LL C ~,t;;;;;~~~~~~ 1-------"------••f'-'' --~==-:_ -·-=- \ ,, i 1'z ALUM HANOR41L SWIM POOL TYPE SEE DETAIL <Ji) -¼---+!--·--' .....___ .-~ • . ~---/ -· f H 3-4 I 55 E s'--2 11 PLAN-JUNCTION STRUCTURE -~ i 7 <:( I ' ~I 1--V\ : -Cf!) ·• < I SCALE: 'I£ ~ l~O" MAN!-!Ot-E FPJ7M£, ,¢ 0V.!'A (30•,, 3<o') "ALHAMBRA A 14.01 EL. 39.00 F.G. EL,34! · CONC, BLOCK WALL (__NOT SHOWN EL.32,00 FLEX/BL E PLA $TIC HOSE - NO. DEFLECTOR PLATE S CT!CJN SCALE: 'I£= 1-0" 'AJ BUil T' 12£/l lb ·i8 I + /40 S -92£ s--,;,·;, er : r---Z'~~:--· - 777,-;,-;cc--;c----::-----..-------.. ·-i • 'I /I 2X4cJt'/3 W.W. MESH-SHOP FABR !CATE TO JOINT SLEEVE ' . -,. - MAN/-l(JL£ FOE!. Sl:PT!C TANI:::. /Jf/MPIA16 STIFFENER CUT-OFF 1/4";, 2" Sr 'UBBER ASkET • 42 R.C.R TO P.B, FLUM CURVE DATA 6 ✓= 700 R ~ 4~:!" T ~·2.98' L • 5.20' J-\ "JfOR 8 OL, ;:; T 0 SUIT HANOWHEEL · . '· . ' . ' < ' . 'I}.~ ' (\, lu .J <{ <..> V) ·-'!" •... t-,}!::;1 rr.~,•1" fLOW 42" Fl.CH /NV. EL:27i • .3---. I ' : . ,,.I / ' • A-RMCO Pe"DESTAL BASE __,.-,--...,_ HAN {)WHEEL. LIFT MODEL HPB 30 \ Iii ;_;J VG :5 T £ M ' i ( I~ SA/NL.ES$ ST EL S EM•PROVIDE WALL EL. 38.01 Jo'' R.C.P. TO BYPASS ~> TRANSITION \ tJO. -r ('/'' REDWOOD COVER ~, 62" DI A. Vj/ " ~ ' M 2 • " "' . ' " ) REDWOOD BLOCKS FASTENED TO SUIT 10 TYPICAL PLASTIC LINER SEE Pl"IOFILE SHEET G-9 FOR LENGTH OF LINING IN 30"' R.C.P, S CKETS AS RE , BY MAN'F, PLASTIC LINER 30' ARMCO 35-0SC CONC. BLOCK WAL NOT SHOWN EL. 31.51 F.G.EL.32,5± :i'\' J====~-___.__~aj:;:::;::,~ ---~ ___ T ___ . 31: ~I ·1· r:==!:=1 : ,;;;•, ,rRoM SI!. C'ARlS fJAD I STATE l'ARk'. • 11 JNV, n. Zlf.20 ' ' ' ' r:: OR R.C.P. NO SCALE ASPHALT FILL PLASTIC LINER JOINT SLEEVE !,-J' $TL. RING .P. COtvNECT!ON NO SCALE TYPICAL FOR ALL. PLANT STflUCTURfS SEE SHOP' DWGS, FDR: ACTUAL CON~EC,tDN S'TRLJCTURE~ ,, . ·' ' · .. ,·~~"'1:~--,· ,&...:_·--· ·'· 6a7e5 frou,cJed.., b.:J CHAPMAN VALLIG CO. ENGINEERING -SC IE NC E, CONSULTANTS -I N C. ~-"'■,!_, ' >~ ~ -~ , I/ , ., .• ...;-· __ ., ..<--., " ' ___________ J=REDWOOO HEADER. (TYP.) ····-·~-----· --·--··· ·-\. ~;;;~-~ F--~-~~-~~~-~~L , 21'-2" ,., .. ~ .. , --~----.. ----·--· ' ··-~-.,., ~ .-,.~. •'"••--------·· -~~---.. , .. --··· _____ ,,_, -~--.. ~-----·-·-·· ..... , ., ,o• 2°0" s' -~· ' (-9" , ,, 1·9 I , H .3-6 r'-9" 41_ 6 ff . . E It\ 6' 3! 6 " r--~ f--3 6 0;· • • -,: -t-1 KNOCK0 0UT WALL KNOCK-OUT WALL I~ t-1 I--- "'"'"'"'"' "'~ ""-""-~ J ~...,,, 1( 3' f . ~ "'"'-""-""-"'-~"" "'~ ----,, ............ "' ................. ........................ ,,,, ...... , _.,. ----~---. . I I I ~ J J µ I ~(h'l ,i\ /4 ----------i.--..........___ _.,._.,. ~ t---. -.. --..:. . . ---· -~ ----FLOW STA 2'-0 1 td' - --- " -~-----11~ ,f' . -.t 0 -' ....... -~--···· -~ i I~ RRECAST CONC .• SLAB NOT SHOWN; I ---.-<==I l ~ 0., :1 <\I >--._ 'I ~ Jit ><~ '"[ ~ __..;----,> fa'\ u, ~ \. FLUME..---(\I -, I I --,--\:::_) J -r---:._ _.,,,,,...,..-,__' -----~ 1., --~ ~ I 160 s (TRANSIT/ON FROM £ CIRCULAR TO TRAPEZOIDAL 133 CHANNEL-EA.END . " ' ) l NOTE ' F:G. EL. 32. o• AREA TO 8E COVER£[; BY PRtCAST CONC. $LAB SHOWN THUS I --=1 R A EA TO BE COVERED BY ALUM-COVER SHOWN THUS 0 " "' 0] . y ~ /4 -----------,.... r----~ \ \ \ ------~ -------J; '-----~ '\ --.......___ 1//{I)~: YI/ ~\ ------~ @ h-l fl -----------I I I V11 L--,1,.-w ' " I II II ' --' ~ I/' \ ~ ----~- ' : I , > I I 21.6'1 ' a, I 5-IZOCEJ~ k,,07c,e ,~ 1<:f' I 18 ~ . 'Ill J '1~ "' ------ -~)DI 4;:,. '' ' (\I ' CJ ,, "' -,, -' 'I ..,I . I I: II) • ' I i:lic------~----_j ~---~---T------~--... -~-'-,-----~~--------•-----•-----~~~-~~--I ~ · . I'' P. V.C. POTABLE WATER i ~ I 3cod ' I ' , I 0 : -- ~ ' I •I 2-0 5°0" TYP, PLAN VIEW SEE SHEET M-'l PRECAST CONC, SLAB NOT SHOWN STOP LOG NOTCH ALHAMBRA A·.35.30 TYPE·4 FLOW STAFF . '/NV. EL.2 ; 16 w PALMER-BOWLUS SECT/O/\J EL. 27. 74 ZERO DATUM SC AL f: !-z_"~ l'-0' "---__., PEA GRAVEL . /EOG£ OF PAVEMENT ~ A---· ~)""···-. --. , .. . .. . ' -•--' -... -! j ' 0 0 I ' I '-REDWOOD BUMPER SEE DETAIL-SHEET G-7 NOTE: KNOCK-OUT WALL FORMING OF FLUME SHALL BE WITHIN v,6"!::TOLERANCE. DEVIATION FROM DIMENSIONS SHALL BE CORhECTEO BY CONTRACTOR AT HIS EXPENSE. ' FLOvv !VIET ER c E C·T ! 0 .\/S ~" • I t<) ll) ~-"- ' "' . 'o - Jt:n S 15 8.5E . (j) 0 0 0 0 @ 0 ® LEGEND N .3 C. I. PIPE 3" C. I. -M • .J,fRE. ELB'OW ~ 3 c.1. WALL PIPE 3~C.f. LATERAL 3•c.L BLIND FLANG!; Vy'HOLE .DRILLED . TO FIT FUNNEL .3• POL YE THY LENE FUNNEL Y4" ANGLE NEEDLE VALVE 3"c_.1. 46° L.R. ELBOW 0 3"C./. BLIND FLANGE W/HOLES DRILLED ON rRADIUS. 1, @¾'GLOB£ VALVE ~ ® If ¼/ STAINLESS STEEL PIPE: AIR BUSSLER ASSeMBLY AIR SUPPLY • ._,, . . ' 12' ~ . . :ili' ·•": r. ~'.·. ,, ..... ,: . . ..... ·;,, SECTION 0 0 • TIME-PULSE INDICATING TRANSMITTER 6-'/4'x2v.; BOLTS (GALV,J 1"TH)CK EXT. GRADE D.F. PLYWOOD (PAINT TO SUIT) - 3'~4./ STEEL CHANNEL (GALV-) ½" STAINLESS STEEL PIPE /' HOS£ VALVE ( G.S,P. TEE I ,, (x~ G.S.P. REDUCER W.J. STE PS ~ ............ , I 'I I ,1 . . VzX ~ REDUCING 9CSHING ENGINEERI i I I I I I lj I I I ..., I I , I -. I ul '"l I I 1 1 II ? f If .3-3 CONC. ENCASEMENT C ONC. SUPP0RT I::::,.. I"-> 1., . - l +· 4--1 SET FACE OF FLOW STAFF F_LUSH WITH DEEP ETCHED, NOT FILLED PHOTO ENGRAVE , POLISH FINISH ~=:::t.::~~ WA LL. . I fi1 $TAINL£$S STEEL IE. 18-8 Al.LOY SET ZERO DA TUM 0' FLOW STA FF AT SAME EL EV. AS ZERO DATUM OF R-8. FLUM£ EL.27.74 ~ ,t,· S.S. ANCHOR BOLTS EQ. SPA CED (4 ,RE Q..) 6 LONG + f--1 9 e 7 6 5 4 3 2 I 0 ---< FLOW STAFF BENO Pi SCALE: 3"=/:o• GRADUATE IN FT, AND OF FT. 10 T H 1S. 1_(':_,V.C. POTA 8 L £ WATER SC IE NC E, I NC. CONSULTANTS;.... ______ ""."'" __ :""""'.:'7-:-:----y-= ' _/ STATION 160 S 186 E 'It - 0, , 424' R.CP. .:F=L:::;0;-W ___ {c----+- , " ___ 3-4 __ ----1--l \ ' . '{ 4 C.I, SCUM UNDERNATANT FORCE MAIN , d 4-6 77,:77 PLAN -v I EW -BAR SCREEN NOT SHOWN / Pi J ;J NOTE: FINISH BJ--,-~ GRADE EL 31,0 I_ .. SCALE 2 • l-0 -;----------------·-----,..,,, -i I i I ' ,, j -/0 BYPASS BAR SCR€EN r I I I I CONCRITE : ~PEN/NG 0 SUIT l fQ/JIPMENT I I . I I I I L 4'v1CTAUUC COUPUNG I'/ l i -~ r- i I I I l I . ! I) I I: , ' . 4 LI I ~=-ttt-FOR D I !160 S STAT/ ON -"'-12..c.2-=-o-"'.o-a-E~ ' BUB BL ER Pl PB, L __ ...,_ __ _. ~~~----____ .,._ 'l. I' _____ -_ --------------------:--= 2 2 ,__--BUFN£L WIDE-5AACE7J RIVETED ALUM. GRATING NO. Rw-3-JZ5S en I FOR DETAILS SEE ~ ! \ '--MAK£ 6"wtDE GRAT/I'¥, SmJP AW'JV£ (t PVC POTABLE ! \___ E~CH GATE SEPARATELY ffEMOVABLE WATER PIPE /f>HOSEBIBB 'I "oi , PEA GRAVEL SURFACE -~I 1/1/1/1//71 40 PLUG 1--,-,.....,....,,-,-----r-r/l 7;:ti,---,,-+--,--,...,.,-r-r7-rr-:;,,_/,,". ,,.:.._ r-_;,-/-;--:r/7//_-r7~T-;77/ VALVE WITTt ' un,u,-HAND E SCREENINGS 01S/NTEGRATOR ( PoR. R. -OJ.I VE II. ~-A.C. PAVEMENT WITH REDWOOD BUMPER--'--- SolZER. o,s,NrEt.ilrol<) SCREENINGS---'----' GRINDER MOTOR! 3'...... TO SUIT BAR SCREEN I I ' .. I l l ;..I -F:i...'....---r7 <;::, ::::::l~c:::-::jl!l~ '.-~J · \ (L,111< Be1,.r TuRu-C.t.EAlt/ --------' B,qR. ScRE.E:/.J) --~~~MECHANICALLY CLEANED ) ;· \.-...J,---1 f -- WORKING POINT ~ SCREEN BOOT ' . . 9-9 BAR scREEN (See .N'ofe I I I . I I I I I I I I I ·1 I I I I I I I BAR SCREEN AND GRINDER ' I I I I I I I I I I ' ' 3-0 .Sf:T M-3A GRADE V ,,. / /i/ / / / / / / / / / ' I 42<P R.C.P. ,-.J,.JNV. EL 25!::ff ---+---- t I / I , . . ENGINEERI 0 q -") -l Lu 6-6 • .., I -.., ----- ' 0 • -' ' "' . I 0) .....,.__,;J , -L--f-- /J1:s1nfe9n::d-or and Bar Screen La..,rod G,,onef~ l?evJsed I 01 as drawn lase"-e;n Fn::,nf C/eand,Jnclt.,;~J _ r1a.ns · , Bar Screen, z_ Bar Screen furn 1shed is Jlerftctd., Bad!. C/eane,l Tyfe {L,;,,e Bel-I-1hr11.-Clean .Bar-Sareen) 3, S~e /)n,,win:,s a;lmo/,e,J 1-o Chante Ord,e~ ,.Vo, J_ for ne41 a.r:ran.7e177enf 4. 1oca:l,'on of Gr;nde,-OJrr~ ,Atd:" ~i,,':) has teen cJ,a.n3e-J... 7'ti 7ake. efll«-enr wa:f~r fors: n-,a.k@ur-I'",-{) oses-, 5, St.u .. /);;.n froUJh aJ,50 re11/secl io fro11,Je 011~,flow. SC IE NC E, I N C. CONSULTANTS,_------:---:----:--:-':'7-:-"---'f-~"".".!!!! " MA'KE FRAME ANO T £€TH FROM li;j•4LJJMINUM STOCK-WELD CONNECTIONS ALUGN TEETH TC FIT MECH. BAR SCREEN 3 8 GALV. - BOLT$ DETAIL@ BAR SCREEN RAKE SCAL £: 1{'~ J'._ a" EL.25.74 " "' 0:: a 'l: . 2~CI. FLUSHING------ WATER I r--::;~_l__l_ 4'~ CJ. REC/RC. LINE N 11 ~'" -4 VICTAULIC COUPLING M~'c'.:...P/PE SUPPORT ' . ' ,-~-BYPASS SCREEN 2•x {BARS iQC, WELDED 'TO J,N;LES ~-WELD i~ 4",J. SPACER BARS BETWEE BARS AND ANGLE (TYP.} GALVANIZE BYPASS BAR SCREEN AFTER FABRICATION 60'± ., -----1-WELD i',j,3'...;fBAR TO BOTTOM OF BARS ANGLE RECESSED IN CONCRETE TO SUIT BAR SCREEN SECT SCALE "' 4¢ .PLUG VALV i.e!-~'Ri A/RP/PE TO BARi - SCREEN CONTROL I-I VICTAULIC VE 6"REOUCER I I -COU PL/ NG _ ___J iFOR AIR BUBBLER !DETAILS SEE @ i ~ --3'1> FLOOR FLAf,,IGE I J SECURED BY 4-f<l>BOLTS\ 'EL 31.25, f--t.ifl;,it,,l_ f,-~-,----.-~TI ~----~-~;~~ii~T'r.:l'~il---HI '-+l--tt:: __ + 1 --"""----~~Ji'1JtrJ~;f.ft_ --al i j -, ' .. o, ¥• . ' -~I r --f ,,__l 11 I , • AIR BUBBLERll PIPE •~;=,aacca-J 11 II II ~II :: '<: II . ~i ll --~ --·--~ ---------------~ -----I --~ ----------. --·-----------_· __ ---------~------T-------------------_---~ -_------ SECTION SCALE j(,f-0 -BAR SCREENNOT SHOWN I' , 'o • I - • II) ' \(l I . - ! ' "' -: ' . \0 <\J • I (l) , :2. • I - ·co ' 0 • I - • BAR .: 0 -.... <.!) -<: V) -.: Q; SEAL JOINT WITH ~ ~ N2:_N HARDENING ..... Q) M STIC • 5' 6 ~ l&J ;;,: "' <( ~ 12' ~ 0 -.... -~ ~ .... 6 • .--TROUGH FABRICATED FROM ,r STEEL PLA TE-·GALVANIZE AFTER FABRICATION ,- 1 I .----, ,---, -l----'---'-~--'------'-'-------1--------'---+-, I • WELD ,: PLATE 1-,-,,-,,+-s ~ l -<E--f---j --, IN END OF TROUGH ' ' --+--tµ:Frj r • "' . "' SLOPE TROUGH INVERT AT t" P£R FOOT EL33.5~91l_,_;__-,--.---~---r---.--~---=--~,~TI ----~~ EL34.00 ' EL 33.08 'o , I TYPICAL SECTION SCAL£ J{: (-o• DETAIL Qi) M4 BAR SCREE/\/ TROUGH DETAILS - • • 0 /2 -.I -- -EL 31.25 SECTION 8ar Screen Tro'ffh /Je-fa.il,j ~-See· c.o.No.:L ..SEE M-3A ' BEND CUT MATLUP TO MAKE HANDLE GR/NO ALL CUT EDGES SMOOTH 0 - <\J . " l-6 9" --._ __ PERMANENT MAGNET ASSEMBLY-ATTACH AS PER MFA'S DWG$. '----0/SINTEGRATOR SUCilON MAGNET DETAIL BAR SCREEN TROUGH SECTION • 8 DEFORMED ALUM.BARS - TACK WELD 70 FRAME (7 REQD PER FRAME) • ,· DRILL 7-;; lb ~:--1 GRATING SUPK-mf ANGLE SEE SLIDE GATE SCHEDULE GATE !GATE GATE FRAME LOCATION NO. w H w, H, I, I lj s'-o" .. ' • BAR SCREEN I 4-72 4·_ 6 5-..3 . . . BAR SCREEN 2 4'-7f' 5'-0" 4-6" 5 -3 BAR SCREEN 3 , I: ,, 3 -I_ s' -~o'' 3'-0" s·---· . .'3 •; BAR SCREEN 4 3'_ It" s'-o" 3°-0" s'-3I/ ... GRIT CHAMBER 5 3°-If' s'-o'' 3'~011 6'-..:::1' GRIT CHAMBER, 6 .3'..,.....,.11;" ~/-o" 3' -0 r:{-~ .. 7 * 3'~9f'' 5'-0" 3'-8 .. , " GRIT CHAMBER 6 -3 ' GR/ T CHAMBER s• 3' CI" 6'-o" 3•-s·• (;'-•;;' -:., ~ - 3i ~ Ii'' . ,. 3'-o" , " GRIT CHAMBER 9 5-0 6 -3 3' I.!." ' .. 3°-cf , GRIT CHAMBER 10 -,. G-0 6--;;/ SAMPLING s rA. II 'f-2•...:.9~" ,. 4-6'' ;;;'-8'' 4'-6" Sl!D, TANK /2 -s'-7,!• 4-'-<.." 3'-,;;," "'-3• 5EO,TANK /3 3 -7~" 4•~~-3'-r..,." G' -3" SCREENS AND GRINDER TAILS SLIDE I . l w HOLES ALUM. GATE FRAME ---="+1 WELD (TYP) -------~- , _) . I w, ) GATE AND FRAME DIMENSIONS NOT TO SCALE GATE SCHEDULE AND Df-TAIL.S (/i) I z. I I , ' ALUM. STOCK " I 4.{' :. I 2 J. " FRAME SECTION H , 4• S CAL E : 3 : I '--0 n--- 1/ ,, ,.,,•,:,;/;.I' f1 ~ '!' t STD. ()WG. (SPECS) • ,.., .. ,. ,, 4 _, 4 •J;LSLA B BEAM-FOR BAR SCREEN ONLY (ALUM,) ENGINEERING -S C I E N C E , I N C . M-+ .:,C_:O:...:.:,N_:S:..,::U_:L;_T~A...:N.:...:.T...:S:.... __________ '""'c _____ +--"'I"-t __ -~ ELiiott 9·9381 NOTE: ALUM CHLORINE E:). r'-IFF, ,!:R 'ct r-,,T.:.,1u'@ FOR AUD. INFO, I.AREA COVERED BYAGRATING SHOWN THUS: @ I 2.AREA COVERED BY PRE CAST SLAB SHOWN 'THus:I "'><:::-----"="! 160S STA Tl ON -2 ..c7 3-=-_4-1-E __ ,.,,. SEE I -'#2 f R.C.R EFFLUENT Pl PE~RLJST 5 BLIND FLAN ,, ' ? RVC r2BALL V. ( CHLORINE SOLUTION ., : / -~.t ,(===-:f -. ,,,.--8UFNEL WIDE -$PACED RIVt"TED AL UM. GRATING tr, NO, RW·3-l25 S @ ! W M 5 O FOR OfTAILS SEE AND ')[', flWG,(SPEC ·.) ~ M 'c,\/ M4 .... (, I p 3,MAIN CHAMBER COVERED BY FIBER-GLASS-SEE Q 4 SLIDE GATES SHOWN THUS n ~ 5 AREA COVERED BY ALUM cc:i"vER '.::HOWN ""'"'~~ THUS· ~ • r----l-1"'1£EDl..lc VAtvi:,<ll TOPRI, .SEO. TKS, I I ' I I I t<) . I I ("J '....C)" WI MH STEPS 12"0.C "' \"----1-4-1-----1 3 SM/ Tri TYPE 260-10 fi1X'R ORA IN \ 1 , WI TH 3f, WROUGHT tRON Pl PE --' I I I I I I I 'o • I .... BELL CONNECTOR-~-;--n--,-;,.__, 1''9 ' IJ) \ I FURNISHED BY AIR DIFFUSER SUPPLIER 3' CRANE GLOBE VALVE --+---11f--t~H+++' GRCXJr DIFFUSER BASE- FLANGED CLOSE FOR FUTURE EXPANSION (;°CAST IRON MECHANICALt---tt--';f-,JI JOINT PIPE-AIR SUPPLY 160$ .STATION-2'-""4~3 .~7'-5 -E-----~ TEMPORARY BAFFLE KNOCK-rr,;"'~ OUT MORTAR . I FROTH SPRAY HEADER BRA~T -AND A$SEM8LY-$Ef" DETAIL I -·-Htll+ STEtL CHECKERED IN/ ---....-.1..,, PL AT E 3;8' 6/\ L V. 2 R £ Q , 1~7,,WIDEY.4'-;;"L01'G 6 MUD VALVE OPENINGS TO SUIT £:C..'f" MAKE FLU,H W/ TOP ,)F '. ONC. SWING DIFFUSERS FROTH SPRAY NOZZLES • I GS SPRAY H£ADER _______ .., / 1/,:,i H--- 0 -t-FOR DETAIL SEE@ ~ I I "' S-0 . i I I I' I I ~I I .. -_J /(1) JATE ' I. I I • 0 I. I I c-; ,- I I I I I I ' I I -.J VALvE I s t/J FROTH PRAY TANK DRAIN I r 3"STL.AIA ·a - ' 0 I "l i • 0 • I -"'l . ' I<) •:-t----------------(\j -.. a "' co ' "' EFFl,._UEN I NfcL ' a .., . I .1 , o' co 3- ' , ·• 0\ OUTFLOW WEIR_J SEE' DE-r...lL ~ " W io--, •-+--~~---------"' ""' - • (l) ,, . I 'o, a t· • I { f ' ' WATER L VfL EL/2700'L 6 =-=--- ' 6MU0 VALVE- ,, I 'l•"t .,. 1 i'" ,., ., ....__-!__ :....~ I , ~ EL 30.00 INFLUEN , • ., .,...,,.,,,NEL ' ' " 3--0 _t:_1: ! ... ~'"-! ! ---_ / '-, - ~ ~ ' . . \ ' ,, ' 0 ' ' I ({) (\J - • (\j - I ' OI . I <l> - \ ' \ ------~-~ \ " /q, GATE VALVE T a • I "' "' ) ' ~ I ... -• _ _J_ ,o 2-0 4-0 "-o 2-0 4-o 4-o· t,:--,...,=--"'...,..--'---"'--.--,.j_.....;__;;;, ----=--::.....~-'----=--~+---'---''-----,,.+.=---"--o-i-o· 10· ,' SLIDE GATE FRAM SEE DETAIL (T\ ~ 4i~ RC.P. INFllJENT ,. . ,, ' ' • I O' . I 0, - 'o • I "' ' ' • 12 2-6 , 7 f. N ' ' "'~, ... ct-t ~ I I l . <fl ..., ._, :::: :i ..J ;,: Jo ' l: q :::: (I) . I 0 01---t--0 i ;i! < Q '· ,j ' .. . ' \ . A , ' ,, ,1 '1 I' GRIT WASHER NOT SHOWN ~-----SLIDE GATE j FRAME SEE DETAIL ~ PLAN VIEW SC A LE J "_ t'-0,, ~3°'¢ !;UMP DRAIN ,,--AIR LIFT PUMP SUPPO~ BRACKET-SEE DETAIL .3 6 --@) ~ If 2.3'-3 n I " r-==== ...... ""FII NT S, MFHF/G35 STEM GUIDE \ MefH EXTENS 1N-=-a STEM , . 2'--9 MtH'4FIG 35A · STEM GUIDE , PROVIDE AS RE.t:.'J11F==;::'.:=j..,,. BY MANUFACTURfF< R £COMMENDATION,': ·---·· -------- " 6Q>MtH FIG 41-- MU D VALVE' , , EL IJ,Q(') • 6 Cl, F.J. ELBOW ' ' " 2.3-2 I , • 'IC 12 co . & ~ /1/,, •; .I' J' • ·1116/1 (i(JA£O RAILS ( "llAl'.KMASr.:e SPUD £AIL" EL 30.00 , ' F.G. E'L 29.00 PROVIDE ANCHOR BOLTS-(TYP) " 6 C,I, MJ. DRAIN PIPE' -EL.12.00 ------··-------~ ......... -- CEMENT MJRTAR ------...V KNOCK OUT WALL MORTAR KNOCK OUT WALL CONTINUE RE-BARS AND BEND ' ,, 23 -8 SEC.T.ION SCALE f"-(-o" 6~C.I. AIR SUPPLY HEADE'R---:;;, ,,,. ------- SP HWL EL 27.00 ¾' ,,'JP J /3USHING a ¾' Gloe.: VA< ve: LIDE' ~ ----=-=-- -:--INFLUENT TE -LEGEND TO COVER ~ ¾(w, CHANNEL , EL.23.50 -. ,. , .. ,.......,,. KNOCK our MORTAR -----!r+V~lil,¥,-=c,c-tr, ..... .--.. =~~,,--------; 4"¢ .PIPE RISER AIR SEPARATOR BAF FL E WALL H I! .. 4,.4.,,4 TEE . 4¢ Pf PE . 4¢ Pl UG VALVE " i ¢ GLOBE VALVE 1: ¢ GS "'LU$,H-WATE R PIPE f FITT/ NGS SUPPORT BRACKET-SEE PUMP BRACKET DETAIL ill ~ AIR LIFT FOOT PIECE (¢GSA/ R SUPPLY LINE ? FIT TINGS 5'¢C./, GRIT HEADER PIPE " " ,1 6~6><4 CJ. TEE ,'¢ G-: FLUSH-WATER HEADER PIPE f FITTINGS ' 1fx ( SADDLE ADAPTER t <) GLOBE VALVE " I " 4,4,4 Cl TEE ,, I" ,; <f ·ARAN -1 \JED ;:,/GHT FLOW GLASS-:H LONG - PROV/OE 2 SCREWED FLANGES w/BOLTS FOR EACH ASSEMBLY ~ ;,- ... ~L,?4/-10· ,~4~ ________ s·~_o" ' I 't I ' II t-6 I 1.3-2 -----' I , 1''i,v. I AIR ----;-'.I)( I h\'' 7 C'i :.: r,,. ,, ..-----T,!'!,"@ f-.¾ GlOe,£. ....,..-.~t-~ S'cwc \ VAL Vt: [ ryp, "' ' :1.< ' • sj f · ·-a;t VNION i ~t,;w.1 ~ ~ i-o'' ,: '1 ~!..d' 2.~d' ~ -~•T~l TYP. rYP D I" I I I TYPICAL Df FFU5£R DETAIL , <c • I - I I I , ' ·! ' I _j PRE-AERAT/ON-GRIT REMOVAL UNIT ENGINEERING SC IE NC E, - ----~ .. 3-fANC.BOLTS ENb i'G.S.P NIPPLE I GLOBE VALVE • 6 CJ.AIR MAIN AIR LINE THRUST SUPPORT SCAP :; !{~-~ -I N C. M-5 Elliott 9.9311 ~""- \ \ • 0 -I ,. ID ' F.G. EL.29.00 -;t . CHLORINJf/ DIFFUSER F.G, EL.29.00 MORTAR KNOCK OUT WALL-CONTINUE RE- BARS BUT BEND TO COVER -SHAPED LIKE CHANNEL ., 8 ' - ' i I i ' I ' i ; I ' .-' ,' ' ' I '--~ I I I ' " 31-0 N,T.S, ·~ " . " . .. . ,. ., ., 3'-d' :16', 1i1 5-0 I /2 10 s 0 S~O I 5-0 I . EL.30.00 I I I 4 ' I I SLOPE 2/10----,.J ,. +- .,.,.-I I I , . I , , 1 * 1f-o.--FOR DETAILS ' ; i SEE SECTION~ • y .--~PRE-CAST CONCRETE :]LAB-SEATING DETAIL VALVE ROAD ~. :7tNOC Li 0 9 ,. i ;a 2 P.V.C. CHLORINE SOLUTION ----PIPING (FITTINGS --- ~~c:L SECTION ,, " ' " ., 3-0 18 I ~-AIRLIFT PUMP GRIT WASHER NOT SHOWN 12 SEDIMENT TRAP PIT NOT SHOWN , EL: 30.00 EL.30.00 F.G. EL,29.00 • 12 II II II I I 16 10 I EDGE OF A.C.PAVEMENT s'~cJ.A/R SUPPLY PROVIDE SMOOTH TRANSITION PIPELINE FROM A.C. TO CONCRETE . .. ----RE:MOVABLE FLOW r\ 3-0 OF ASPHALT CEMENT PAVEMENT EQUALIZING ANGLE 2'1> PVC FOTABLE 11 ' 1--------'-"-~u~ / , L 4✓;,;/~A;,~~N1// / ( / ,: ~~ -~E V~'..c.4/4L.,,/4,,:~~¥-'-1/ <[) . I+,------+-...,. I -----4,, • 611 Cl F.J. GRIT INFLOW Pl PE ll SLOPE 2 10' / / / , / / / , / / / / / / / / / / ) PLAN VIEW GRIT WASHER SCALE -J ~I -0 ,. 6C.l,ELL--~ GRIT WASHER-,,___. MOTOR -j¢ FROTH PIPE SPRAY , ~ / /, I I I I I I I I I CHAIN • 0 , I "' j • 0 -I to 011.GRNIC RETOR.N P1PE If 8RSE $Ll'J8 l?eviseJ.. as r~r llleardC',;, R«:J, p,4 -/ 1 PA-2 BAR SCREEN .,------2__ ___ _ DRIVE GR.tr WASHER F(IRNISHED , LrA/k.BELT SrR.AIGHTI..JA/£ TYPS' sw -6"¢ALHAMBRA NO.A-600 WATER LEVEL 1/ '-----' PIPE STANCHION SADDLE l• G,S,P. ~J, [ l¢c.1. ~ ~ ORGANIC Q EFFLUENT i ~ RETURN PIPE . 4•/¢4.BOLTS '.-., --,~ ' ~-' {GATE VALVE " 911! SINGLE FLIGHT CONTINUOUS HELICOID SCREW CONVEYOR 2'-6 I ' SUPPLY LIN£ SECTION I ,, ~ SCALE z = I- I I~ / I~ I I-<t I if i5 (!) U) 1/ c5 ~ ~ -TROUGH SUPPORT?. ANGLES i · '.9 EL-30.0 0 Lt) Ls-{; 6LONG, ,i''roRoJECTtON STEEL ANCHOR BOLTS , 6 C~AIR HEADER EL:3125' ?AR SCREEN ~ GRINDER ~-f x Bx 8 WfJR PLATE W/MILLED ~GALVANIZE AFTER FABRICATION --fx2''sLOTTED HOLES I ", .II ,., ,,., ~ .,., fx3x4x 8-0 ANGLE , 6 Cl. MJ. TEE=-1,-4 AL0M,STOCK--+~ {'x {¢ W/WASH£R· " " .. ;!><4¢B~~;~ 2f oc./ • j I NOTE: 1. FRAME DETAIL FOR GATES~'$ 7¢ 8 z. SEE E FOR MORE M 4 DETAIL $GATE SCHEDULE .,,,£OGE OP' CONCRETE, TACK WELD ROD TO FRAME NON-HARO.~ MASTIC ------:,," 4' ROD AT z'cENTERS MIN, ,--8 A LUM.' DETAIL@ NO SCALE M6 SLIDE GATE FRAME st -~-'-W ___ -------~----~-:~':::',_,___ ETAIL. SCALE{'•/" WEIR CREST "'-7 ' y ..,, C\j • co PRE AERATION-GRIT REMOVAL UNIT TOP VIEW I/ 4 AIR LIFfT PUMP AIR LIFT PUMP SUPPORT BRACKET DETAIL -'3'\ SCALE:j~ Jc.()Qill,) OETJJ,IL@ M G AIR LIFT Pl P/NG SCALE: )"cc 1'-0 .. lJ ENGINEERING -S C I E N C E ,_ ENG I N ONSULTANTS . ,.,_,,--. 1, . _::· ~ -~· <<,' ~"' --~- PIPE SUPPORT M-6 E L -1 I o t t 9 • 9 3 8 1 ~ I I - . I " -20-!. ___ --~ -~ -- i EFFLUENT CHANNEL . ' . " ~ --~ -. IT ------1r I--~ ---·a - D : 1 1 i I I I ' I I I ' I I I I I ' I I I I I ' ~OT ' I FOR I AIR LIFT I FIBERGLASS COVER ! ' 1 PUMP I ' . TYf'. i I ' ' ' ' I . I ' I ' ' I I ; SLOT FOR i· ~ i I DIFFUS£c I , I TY,, ' :, I I \ I ' ) I ' b ' I I I I &~-------,_ I 7< I I I I I I ' I I ' I I I I· I I I I I I I I I I I I I I I ' " I J l)J I ,, I I I I (\J (\J I I I I I ' I ' I ' I I I ' I I ' ' . ' I I I ' ' I ~ --- 0 _-I ~ • "' - • 0 - ® "I " 'O ... (!, "l . • /8 1e'' ,, 5"3 !I 4• 5•3@4 --- } J_ ----" .... " ·: ' 1 O i ILt-+i I : I I I ! Q l__, r1--1 I I I I I I 1-+lt_ I, l I I JI I I I ; 1 7-T -1 1 1 I I -+ t--I_1.J-.1 r-1 TT I : ' l I 11 I J I I ~t--0 LJtt--+--t PLAN D ¢ E BAR SCREEN 2•0F EACH REQ D r -1--1-----t ~---l ---t -,:-t ~ I = ---+--+ I > "I -@, "I "' ~ INFLUENT CHANNEL END CLOSURES " ... 1----1----------1---+ ' I FIBERGLASS COVER PRE-AERATION -GRIT REMOVAL SCALE; I 'b 5'-0" 4 1·0" MAKE CONNECTION TO SlJIT • .3-3 • 4 11-2 ~ 12 PLAN F-BAR SCREEN 8 REQD CORR. FIBERGLASS PAN(;L 23'-3"~ MIN. LAP OF ONE CORR. ALSYNITE eoo STD. IND, PANEL WITH ALSYNITE PLASTIC LACQUER STAINLESS STEEL WIRES ' i' 2" EVERY TOP PANEL FOR TYP, DETAILS SEE SHEET M-12 I n n TYPICAL SECTION NO SCALE ,I I½ LG. )/4X I $TAR PIN GRIP TYP, N0-3828-8 C O !\/ N. 0 VE F! () fJ L //; !\ --__ ., ______ ,., -·--- FOR SW I IJ C-___ ;J IF F U._S_fR__ " f-1B ERG LASS • CD . I "' 4!.o'' i------------------· ,___, ______ _,_., 4-#2 TIES@. /411 1/I _)'4 R. EA, END i' __j.; . I I 1 ~l i I ,, l 71 r--2 TYP. 6" T'(P, 7' I -L---+-- L !FT/NG SLOT PLAN A , " 3-6 J ,__ ____ 4 ___ #2_ -T I_E_S_@_l 2_ 11 _________ -] -----~--~-------~ I I J_ ' \ CJ\ ' -\(\J - I 1--r-, --r ~~1~1:-i L ~ ' 0 - ~ <t '' - '' '-t--t---""<::---1c.-.....-T'."""Y--:P'."""l-::-CA-:--L:----t---'·--,:--..J,... 2 -.... LIFTING SLOT '-.\C\J PLAN 8 6 , .. ,, -2 r . 6-W3 TIES EVENLY SPACED -- -3• ----t---r-T r~ I J I ~ I I I I ,L U-i _ _J _ _j -." ~ I < PLAN C -~ - 37 ,.--~(\J J -t =I -{ _J_ ' t (\/ CENTER STEEL 1=9-f~-sk~g--1------r· 1~ TY-PICAL SE CT/ON PRECAST CONC SLABS NO SCALE PLAN A FLOW METER (2BREQ.) \ii ,-H <> TYP, Vl',RIES . . -· ---·-··-., ·------·--·------ ., " ,::,'E ALUM TREAD Ii'_ ALLOY 60(:f~T6 CUT FROM 3\0';'-3i3" A/.LM, L' ALLOY GOG I-T6 A L U fv/ / ti UM C O 'IE fr' S -~-- VARIES 7----"4 • ., I<) 3-k.· q 3½' "4 SLAB OR COVER RECESS s C ,\ L E: I ½,_" M I! O" PRIMARY SED. 1ANKS (115 REQ.) SEDIMENT TRAP PIT-PRLAl::f?ATION (4 F.•EQ.) PLAN B PRE-AERATION GRIT REMOVAL UNIT (35REQ.)- PLAN C EFFLUENT SAMPLING· STATION (!REO.) ;,/. 9,, - II ~ /WELD /3'8 ¢ STEEL ROD WELD"-,. " • '' ~, ,, 0'8 ¢ STEEL ROD , , r:· 0 D __,.~ G.A L V• A FT E F, 3/1 ¢, STE EL 1-·AflPICATION STEE-L LIFTING f-!AN[)LE SCALE: 3"" 1:0" (4 REQ.) ~ ' 1/) I ,, lo ' ,_ j ! ' lf) ' I / ,,,,.,.,. CEMENT ,., GROUT '. ::~'. '_: ;i/o•·., '":".,,_. . ' TYP. FILLET DETl~IL NO SCALE NIA y BE USED INSTE/\0 CF MA,SS CONC. 1V!--!ERE REQ. CR A-Tl-IE ,,,r,.ECTfOt, CF T1JE ENG/NE[R. U1\JJ T ENGINEERING -SC IE NC E, I N C. • ELiiott 9-9311 M-7 ' I ' J . 0 " C\j s··c ,. FR' I DI E S ~ '!"----t-,- NOTE; /60 S 406.33 E /NV, £L.2 /, 23 PLAN SCAL £: VIEW 'I,/ " IL O'' AREAS TO BE COVER£D BY PH£ CAST CONC, SlASS SHOWN THUS: AREAS TO BE COVERED BY ALUM.GRATING SHOWN THUS• I N,T.S. AREA$ TO BE COVERED BY ALUM COVERS SHOV.N THUS I, : 111]] ...-..""--'-l'r="t--D... .11 ..-_ • (I) 111 NON-POTABLE -WAT£R ADD A/12 Vl!!NT5 ·-·.., ....,_,_. -__ ,.-__.,. :---~ /NV, oL.20.77 ---'\J)t~ ---- -·. ....~ 1----···· ~ I' 11 t' 1; ,, ~I~---------., 1,-·....=------~ -._............. =--" --- • • 161 -e ,u #ljlf '"" ----'-'"""-"'"- 1 -""--· 1 ________ --,-__________ -L,._ 4-~---~B.,.I-4..,..S"T"" ~~-4 ·····----··. ' ------ ' PRIMARY SEDIM£NTATION TANK I Q. I -· ~::/=.L 1£ 1o ~ • I )._ \, Wl-- 0 ,, a, PRl!VIA Ry· / / I 'I 2-0 c:: n EL. /4 50--. I u TEE RA SE£ D 4 RE LW:S. EL. 24.00 lJ N rs.> 5' .. ,.,- S EC'T/O/V SCALE: ~',f'-0" TANK LOCATION ¢ L£NGTH IN 'ACCCl<DANCE ',y/ MFG, r- I 0, 2 · 'o I ,, a . I --._ I I I I t"H.V. /?ex Ch'AIAI BELT FLIGHT TYPE POWER SKIMMER EFFLUENT ENGINEERIN E EL. 2 7,00 WEIR /NV. EL.19.13 ... · ., ... ' ~q, ... ~t,\.~,'Y"" EL-15.50 \ I \ ~ . I N C. 9-93111 1 . <-----c - ' \,. ' Ii:, M-8 • ~---· @I PRE CAST 19'ryp. 'SLA9 · '.L Nor1: : CHANNEL AERATION DE.TAIL NQT .:sHO~ SEE' @@ GRATING PAhf.L EL. /300 I. -· -'---4 ·, c.: .. SO! L PIPE SLUDGE PU,'v1P 17(}()!,~ -NO!fTf/ WALL SECTION PRE CAST SLAB EL.27,00 r""IF""..,,.,,_~~=T-.:;::==~.r-:---'-- ' i C " 14 C,/, FROM SCUM TROUGH ..:.~ EL.15.75 .....,...-- ,EL,O.64 \ ·-~:.'...: ................. __._.).~: .... SCUM BOX EL,20./5 , NOTE /0 LIQUID LEVE CONTROL NO SHOWN 30' •o 1------")l!,.0 ' 31\~ / .;,.;._\ 0 . ' ") 1-L--~>-L EL 13.0~0c.___,_~ j _____ , SECTION SCALE: };(=l'--O" SCUM BOX /-6 12 GR,, I /."'JG 3-0 .- SECTION SCA LE: ~•.,:o" ANCHOR FLOOR "AS 8/JJ{TS" UPPER RETURN , " 4-5 -----'--- , . A-1,H.FRAME CGVt.R ?/\HK\-\AY TYPf. 8 , AL. HAMJRA~ ti._~;4 ·TO OIGESTERS EL.20 .. 92 ANCHOR STEM 1. FRAME "OWALLT(). • 0 5LLII.J6t PUMP ROOM-W£5T WIILL SECr!ON,@!.!::, .SCALE-. AN HOR BOLTS 1 REDWOOD ..,....v_-+ BLOCK SHAPE TO FIT 5'..o" o.c. PIPE STRAP ,, ,. J•€ REDWCOD FLIGHTS@ I O'·Cf' O,C. SUIT I' I I 11 I 1 I I I; I " I H,V. ' z SEO. TANKS AND SECTION INLET DIFFU SEE DETAIL fa --SLUDGE CULLECTION MECHANISM DRIVE UNIT CHAIN Tl GHTENER EL. 27.00 3"-,,..e"REDWOOD " THE 'UPPER RAIL SHALL 8£ FLIGHTS@lo'-0 O.c. ADJUSTABLE SO THAT THE J~-==--=· ======--/ TOP O F TH£ FL I GH TS CAN B £ . -----·r·----i PLACED AT ANY ELEVATION .,.---,--. 1 SETWEEN EL,24.08 AND EL.24.33 PLATE I • 160-0 SUPPORT BRACKET FOR RE TURN RAILS ~ 10<0• O.C. j----------------·-····---·---····--~---------------~--~ LOWER RETURN RAIL Q L (D EL.I5.50 SECTION , , _ I -5 CHAIN [TIGHTENER . '- ,SL0~ 1' ~50' CORNER SCREEDED I __ I WITH RADIUS SCREED r,p7 FURNISHED BY -EQUIP, MFG. SECTION SCUM REMOVAL MECH. DRIVE UNIT EL. 27.00 ) :,•sLOT ~ 'FOR / :ci•MIN DRIVE 1/ ' / I l.3'G-SP. 49 471 SLEEVE I EL VAR/£$: EL.2Jf)O E.WALL TANK NO.I TO EL.22.20 W.WALL TANK N0.2 ":z" PIPE HANGt:P-GRINNELL FIG. /018 8'.( .. 2'6" HATCH-'BrLco'' TYPE A @ 3'MALE AOAl"-TER /'M.I.GATE VALVE , 4'x6 HATCH--8/LCO' TYPE A t.LUM.-CRA/N TO . £AST SID£ OF PUMP nOUSf:.' :;i"or,A/N ALHAMBRA A-305 . " 6 STfl,'.ilCHT FLOW -SARAN LIN!:'[; -FIG 2c,9-12"'SrGHT FLOW co. " 8C.l.f'LUC '✓ALVE-;-PEC e"c.r. ELF-OW s··c.1. TEE I ., I .!f, G ." p HA TC H OR A IN -·"' L j /' E ~-c: % 1k,'1'dt!l,/./IAN/Jl,AIL SEE oTQ. {)WC. (SPECS.) ~ HPF 24 /VRS 1-!ANO\Vl--iE EL UFT t,RMCO Li~ TIN ' ' ' 0 0 0 0 0 0 0 ® @ @ @ @ @ @ @) @ @ @ @ @ ® @ @ @) @ @) @ @) @) @ @ ® @ @ @ @) @ @ @] (17} \,"-;J ,4!'1 ·. _,/ @ @ ~, @:~ @) /----lei @) ;'4 9 5C SL U DG l-PU/v1P I-IOU5 E ENGINEERIN SEO!1VIENTATION TANKS ,L'i, ;\j [) LEGEND SLUDGE PL/MP HOUSE 6" C.I. EL BOW M.J. AND P.E. 6" DRESSER COUPLING -STYLE 38 " 6 PNEUMATICALLY o,-'ERATEO rcuG VALV[ (2REG) J( ,1 ,, ~•6•6 C.I, TEE ;1v 11,1 6•6•6•6 C.I. CROSS 6 11 PIP£ STANCHION 5ADDLE ALHAMBRA A-609 Jf ,, 6><~ C.I, REDUCER -CONC, 4" PLUG VALVE wj VITON FACING (TYPICAL) ,, 4 VICTAULIC COUPLING SLUDGE PUMP· WEM·CO TORQUE-FLOW MODEL C, 4"suCTION 3'DISCHARG£ ' VARIABLE PITCH PULLEY -GER BING 10 H.P., 1750 RPM, MODEL 4S-/30, BELT NO 4 84 ' ADJUSTASLE MOTOR BASE• GE:RBING MODEL 48 ELECTRIC MOTOR -/0 H.P., 1200 R.RM.,STANDARD OPEN DRIP PFiOOF It J; 4,,:3 C,/, CONCENTRIC REDUCER -11'1 CHECK VALVE (f' PLUG VALVE WI VITON FACING (TYPICAL) \'f'CHAIN HANDLE FOR O'✓EPHEAO !NSTA LLA T/QN,<; 6~ PIPE HANGER-GRINNELL FIG. 269 ADJUST. WROUGHT RING II 6 C.I. L. "I. ELBOW u,,11. 6><6><6 C.I. LATERAL ,, 6 3 WAY OPERATING PLUG VALVE SLUDGE DENSITY METER 4"MAGtvEr1c sluoGE FLOWM€T£R • JI 6><6 C.I. ELBOW M,.J, SUMP PUMP • 3 P.V.C. UNION 3' CHECK VALVE 3• P.V.C-. ELBOW W,/, STEPS@ 12'10.c. TYP. ARMCO 35-05C FLATBACK, HANDWHEEL HPB 18 QB") 4_R£0. FROTH SPRAY FROTH SPRAY N0ZZL£ 5'c,c.} BRACKET G'C-C SEE SHEET M·/1 20\20" ARMCO 35-05 FLA TBA CK HANDWHE€L HPS re 1411 DRESSER COUPLING STYLE-38 ,, 14 C,I. ELBOW M.J. <t P.E. BRt,CKET NO. 2 -GRINNELL FIG. 199 I 8' CaC. CONCRETE INSERT-GRINNELL Fl/3.282 SL OP S!NK-£LKAY MFG. CO.-DWG. LK 2083-B ¾' HOSE BIB ROOF V£NT!LATOR -/LC TYPE I.SQ Sil[ 163 1140 R.P.M. PRO v I DE INSECT SC 1R EE NS ' ROOF VENT ILG-AF'./V 123 3 11GAT E VAL VE (STEAM) 3°COPPER EXPANSION JOINT-AXIAL TRA-✓ERSE OF 1/2IN. MIN. II ,I 1/ J "3""3 C. I. T £ E 5' BALL CHECK VALVE (STEAM) ,, ,t 4><3 C./. CONC. REDUCEil '/ I M.I, TEE PIP[ STRAP ,, I M.I. ELBOW J/ J II I>< /4 M_.i. ,,t"DUCER 3 ,1 %) ~I.I. ELBOW .3 " ;,;, G/\TE VALVE ½"'GA T£ '✓ALVE -CP4N£ NO. 428·UB I " ~ SEGIN'c-,'iT SEl"'APATOR -CRAfiL NC. \lff½ y2 ¢ I.U l,N!()N !-c,"57EAN' TRAP-('/:AN!_ '!. ,.-, ~ -SC IE NC E, I N C. M-9 ·m I WELD • • ½x2 SLOTTED HOLES ' IO ' I - HANGER-D(TAII. Gl;) EL.24,17 SUPPORT-DETAIL @ M-JO 4" TYR d 12 6' < ;.,,_,~,I,i I II"""-,,. ~--J-"''---";;:-:-::-:-:-:--:::::::-:=:--::-~:-:-;--;;-~-------------------+---------------------------~rl----CONNECTION-DETAIL 2 TYPICAL ix'/4 WEIR If.. ,, * 5/s,c I SLOTTED HOLES '/;/'f BOLTS NON-HARD _,/ MASTIC " '/4 PLATE 12" lz" ;-11------g I I I I • 'II' • 0) ,I -\7 , 0 'II' f-.. . ' • I --0 12 IO • I f-.. -~-"r\J " -I ., --(/) -' l.u (f.) V) -l.u l.u ct -<{ Cl: ct ~ ~ <( ~ i" , ,, I " -2 Yz X2 Y2 ~ ~ L ~ ,, I /,1 I IJ // 1-9 x 1-4 "4 PLATE HANGER DETAIL SCALE= /"~!'O" ,---, 8 /.I JI 7/9 x I 1/2 SLOTTED HOLES -..;r,---, 12 OPENING I - 0 8 (D EFFLUENT WEIR DETAIL s SCALE: ¾,'~l'-d 111--,o ,-----i-,- 1 I I I I I I ------j • -' -Ql ~ I -- I, ~ : ... .,. ....... ,. ~ 1 ' _ .... !! 'I ' ' ' ' END COl\JNECTION DETAIL " 3/4? ANCHOR BOLTS LAP-DO NOT WELD TO HANGER T ' ' 0 L'--------- WELD SCALE= 2" ~ /'-0" NOTE GALV, AFTCR FAQR/CATION ALL STEEL • !/4 WEIR PLATE DO NOT WELD TO ANGLES ½,11 PLATE BUTT WELD TO L CONNECTION DETAIL FULL SCALE END CONNECTION DETAIL @ IQ BOLTS / CHQ! LT$ ~!.;!' SLOT HO Tl:O LES r- I_ ' v 'n • . IO --~ ,2v/ SPOT Wl:LO / I "' t " Ii . '...------- SUPPORT DETAIL SCALE: f• ~ l'-O" • v2 4BOLT PRIMARY SE DIME N TA ·,--10 N TANKS !LS • N "' ,..._ I ' "t ,- • 0\ ,I - , . 1-4 I 12· n 11 11 I I ,-----...n..::_-----· --------I I ----=-----\ -v~ I I \ ---' -- I I ~ I I / ~-I I : I WELD ALL AROUND I I I I j I I -I I I I I i --I I ! I I I ~-I I , I\ ff --- I I LI ' , II 1fs FLANGE PLAN WELD ALL AROUND SLIDE GATE NOT SHOWN • "' ..J Lu Lu f-.. V) EL.21.12 / /, I I WELD ALL AROUND \ • 0 - ~ IO ,, -ROOF SLAQ NOT SHOWN SECTION ® INLET DIFFUSER-DETAIL ~-I ' r ) SC ALE: 2" ca l'-0" (4 REQUIRED) CONC .JLOCK , WALL =1'' SQ. gPENING 2 REQ . ,- ~ IO _, (\J ><.!) , <.!) I EAJ;T SIDE TANK NO I I WEST SIDE TANK NO 2 SCUM GATE DETAIL ,I ~ r V 3 ,, YiB PLATE I ' 3 ,, '-1& PLATE 3 ,, 18 B DIA. SLEEVE EL 24-00 12'¢ GATE ARMCOf/50-tOC DOWNWARD TRAVEL - {FULL OP'G,) SPIGOT BACK ENGINEERING -SC IE NC E, INC. ENGINE SULTANTS ELiiott 9-9311 -M-10 , " -..... .......... ....., .. • • I,. /!J" -- ,-----. ---- ....... ,_ -. .l,...-- I --- l • I L __ .. ,....,.--..... --... - \ ---.. I .I ' '1>· r I • ...... }·. •• ""!- ~ ., '1- ' ~ -• ~ ' ' • I \l, I ... ,...._ ' ~ ·' '1-' ---••p• _J ,, _, '1- -- - ------ ' ~ -. .... --t,1 .I ~I I ' l I I ~--- -- .. }'1:-..::.J • I j -- • I I ---.; ' ' ' • -~ ·- ·:· .. ---T,------- ~ ' •• . ' ~ . ' . ' ' I ,_ I' ! ' I i -!IL I• " I 'i ' . ------_l_ --------- ' ' I ' I' '' 1.1· • -----------, I-.' !'l I' ,_ _, r --rr··-·---------L.J1---- . I - c.:.. l!'!.00 --.. -------.....! __ .. :-1.. e.'. e, ,"POP 0,. 5.!.',1:),.• (;,,'?-.! JOII """' ~ ...... ___ ,__--t [ . . REYtSIONil C,/_ 2/-( , 'IS 1:,·111Lr /!lt" . ~-,-., I • \,__ . ' ' \If 1----'--------1--'----t-----------1. -,- J"CL'l'l!~ fTR.Alllte lfAfW1'/)(J ~/) S'D / J·· Pt./16 VAlfl ...--; / .r ,.11a1< VALl't' -~~~-----_;_/-, .rc.l":., t;t M.J1 PUMP tr-/ ' -s fP •• .i.. ---- A• ~~ ,,.,... Y."/" • ~ ': ... _, • • _w.!:!_ \. J•6.S.P EFFlUlNT LIN/! ·.!:.. ic i;o . \: (t;."C.I.?. Ale LINE ·- 1,--J"C,"' I· -l '~"t:)l?.'!,$_,:_/"j_ l"fL -=o _c:.': , .. __ ~:./11 .. ,,,,,s --r-1. I . _ _?l?()Yli.Jc I Yi~ p, 1 i,_1=.'. '1_ _/1:,t,.,'.';,/J,';_I!, /'1,.?tJ,:,11 .. 'l:,J P.''r I. · .:.:. -e1. !O I ~ .. .-,.. • £ rll./ (,/t.",O.! rt r, .T IF 5 (2 /0 .. !/.l, Wfi)' -------ELEC.TR.IC:11£ $WITCH !30Xl:"S Z-c.tP • (_ /IEl'Ut: r;a Ylll'I -$Ml!$ 1 l· -. 1-t." -------I~ I ' . ! -------. ' )R_,..,, ...... , ,--. •• ,,, r,;a ON S,,VfJ/ "'4LL ~ I -JTDl'-JTl!eT '-".Z .JTIP-STAcT 11.z Atf1"0. rnP . r,; ~-= J,':"": !. , ... ._: _. .316¼1"' ~ . 2. II ,?I✓ ..;.'-:/.~ '"' ... (Ar iOl"'O, "'/'U!!.t-'{) , J., c; 5.R. 7 J" ~ 1-~w.1. ,V(). ~ r j J I ~ r-·· -=::r .~VSI/),! r,•:;,,,11( ? ~.;:; J T1lv'/( ,, ,_ • 'lo •' ~~e .. >-;.-:.t. , -. j I • i::z:---- 1,/0, ,' CL:.':/ .-1'1 VIC' I • , ,. ' , ._i... " ,-~~. :et J; .. 0 ,-... . ' ll:)' ro -· r J1/ .' l ,":-:-.:. ,:-,-. ~ rJ ,-I • f' -,-,-., /('_. /,·.._,_ J . Ii.~-'(~!£ ~-O. .. --a.~.'2.. .. 1?.:.:-~~/ {(_~--,_~,!., ! l'.·. '-.( 1 __.,-.. :;:."'-,;:,:; !!-'.!z •· ~ ,-.....o"" -l 1 ' I __ .._ ____ ~ _ _,_ ---- 1 ' e,;" /,CIW f"()ll✓r._ __ _ ,"1! ,.x--,---- 1 \ ___ _ /1,r W'fi $ t f /! !..','! f~' .! f,/ /1,/Y, ,ft,, 25,40 ;,r 13p1 :.e~ h'Ou5r- /J.IJ/. ~I..-f'l.82 kl=~-[ f1=-~.§ fl:./20~,?--~ -; 7 ,_·':J c;&.v~,?!'-ri. l?CY/510-V~ , ' I\J, ...,, I --·. I.' -V. ( ll <;. · 1 ,, ., . . . .r:on O£l!i,,t _?li.f. COlv'"TnR,T OWu. l'f-20 -------.... ... . ..,~, ·-z_Cl?tl5HCD RO~K , .--, ......... ..,. .. r ENGINEERING - --' ,,,,, ... ,,. .. • 1 .. , ;, • ., , .. ' ... • ".. ...t I ' ...,.. ! I ..,_j__: -__ ........,.. 9-9381 / I SHttf M-IOA 2 o.r e EL.20,92 " '1 GRAVEL FILL WITH WASHED GRAVEL SECT/bN· $CAL£:!:,_"~ I'- \ I !-:, •~ 2 STD. PIPE RAILING POSTS ( / i I ' ' 'I 8-0 ___,,'I'-HATCH OPENING GALV, AFTER FABRICATION SE£ STANDI\RD DRAWING (SPECS.) FOR: I. BOTTOM CONN. 0£ TAIL 2,CHANN/;L SIZE 3, WIDTH 4, NEL DING S1-AIR DETAIL I ,, Y,j GALV, sr'L. Ci-rECKEP.£0 PLATE COVER LIFT SPRING· H•J~U OPEN ARM 4 11/.T.S. r· ,',, FLUSH -;fi .... HEAVY ..., t·-'" LIFTING--~ , B RA 5 S .---------'." c..--if-' H"f:~ _ , ' ', ' HA N O L £ : HI NG E __:.__ ,.- EAST SID£ OF SLUDGE PUMP HSf. ' ~~-~ . .!.. .. ____ _ NCHORS ' ' <I) __ fj_t1~'.11~ ~!: 35; f_~T:~\! 3,, ~ ·-- t , K 3• I M./. REDUCER SUPERWELD TYPE S111 :01 2:.L___ i'l-,};6 STRAIGHT BARS. SERRATED. ~61 HEXAGON CROSSBARb, SUPERGRATE OPEN FLOORING CO. OR EQUAL PIPE STRAP ANG BOL L 3'0 ;:_ VtJ ' -- <'. .. ...,----i-----, .1}11 HOL£ IN FLA NG£ FOR PIPE 2 1-6" ' ' i GAL V, AFTER FABRICATION 9" L 31 ~ 3 ':.: Y4 II FRAME TC BE MADE BY WELDING ! i -;;q; ¼" Ii!. /J 4·Y2 ¢BOLTS IN PHILLIPS ANCHOR PIPE HEADER SUPPORT BL''J·. \LR . I I W.I. IP£ STRAP @) 2 3' RE WOOD 8 OCK PE TO FIT "GATE. VALVE I · MOTO -I ({ ({,'STEEL A<, "l,,'/J'uN~ GA~{, \r:_,'" D~ J ~ 'LOW WATER ECTANGULAR PUMP BASE' PLATE 3'-3"'x 2~5" ~WI fa I CUT OFF PROBE OPENING FC,R.__f--f-~PEN/NG FOR I ' ' ' ' I ' ' I I Orcler Alo, 1. REGGI/ER)' DETAIL ' I ' EL.27.00 '--OP ING I -:," /":.. /Ill I • - I ·PUMP {M-/OA) " 3 ,, 16 It. GALV, AFTER FABRICATION r;::::;::::;:!::'!:::::::=::===~~T i WELD 1 1 ll.¥.J-..L.- ELEVATION AIR GAP TANK .WALL 7 I • 0) ( PLAN 2V-;j' FLOAT VALVE' FLOAT ARM DI SCHARG£ OPENIN!J S TO CL €AR BY ½s" CO VER FOR AIR GAP TANK \J) I DETAIL I I I I I ' I AIR GAP TANK ,,,.,.,I,:"\ -~----¾6V \J_ !Jt)<6•~ Ir_ l4 REQ.! l f......,,_1.,-;ANCHOR. BOLTS TANK SUPPORT PIPE SUPPORr DE TA/L DE TAIL ' I r·· • • • I -· : -L. . :CEU, TANK FLOOR \VELD _,_ .--- I, z'' ,} l /I _..,-----2 "'2 STEEL Ii!. " TACK WELD<? 1J'cjc BOTH SIDES /,;()STEEL RQ[, ANCHOR <d!, 1 a'1 c/c TEE RAIL DETAIL ~ 10 \ M-11 · JlorE' Field .EXff!r~ence 6Y) 11,,:s de-fail -NOT SltTISFAc TfJRt' SCALE: 3 "~ !'--0'' I f "--·---._ .. -W EL D• ------ CALV. "'FTEP. Fl\8. I 31J">? AN CHOR BOLTS SILENCER SUPPC)RT ~, /4.-U.. C. Order }Jo, 1. DETAIL 9 SCAL£:2" = 1~0 M-11 ---------·----·· --ENGINEERING -SC I ENCE, I N C. SULTANTS llott 9-9311 M-1 I ' ,, •----. _6 __ -~0 __ 7 ' ;~-1 ~- i ! 20'-s" . I I ; I I ' I ' I I CUT OUT FOR COVER .SUPPORT BRACKET I I I' /I 4 x4 AL UM. " ' 3,.-;'. rj HOLES @ 2-0" 8(THE SOT TOM OF THE HOLE SHALL 8£ LEVEL WITH TOP OF Y;/' A L UM. SHE E T) HIN G::_E.-=:'.J~: " If ¢AL UM, LIFTING HANOL DOWN) ]! • I \0 Fl BERG LASS COVER ~'<' &, -' "' I ' I i -I I I ' F/BERGLAS:o ,t+o-------I r-t-------, -r;t i I I i CvVER ' I ,1,13'' 3."Z><':,(6 ALUM.L 3' LEG DOWN a ,, /,§ ALUM, SH£[T -:::'t- \0 ,I - I J I I I I I I l _______ I ' ~ ! . I _"',._s;t _, I 1"11' -. i a-, ... ~ I I "16 ';;; EFFLUENT ',VEIR S NOT SHOWN I + ---FJ=LcLI'-"-'-------..--- L . ---------" -------------------------' I I I I I I I I I I I I I I I I I I -----------------------r---~---- -- I I ' I ' I '\ I I I ' ' ' ' I I I I ' ' ' ' I ' ' ' '. --L ,~ "1" / /, r I ' I' . ' I' r FIBERGLASS COVER I ,. '" l ->-- - I I I I I I I I I I I I I I I I I ~ l PITCH ◄DOWN ' -, I F/81:RG~ASS COVER "'1--H"-n-r---+-+-------t-tti ' ~ ")? : 0\ I \ ,1 ' 'I') "---• -1 __ . _________ __J _J'---t--~-'-~ -•M -------- ---............ -~-----------~ r--------.-------.... --• '\_ ;\:~-"'---------------------T ~ ""' '-ALUM.COVERS OVER' SCUM ~lg;: --....__ Rl:MOVAL MFCHANISM SCE OE TAIL$@ RIGHT FIB ERG LASS CO V ER S PRiMARY SEDIMENTATION TANKS SCALE.; !". 5'-o• 3'-d' MAKE CONNECTION TO su,r TYP. TYP. I I I I I ~ \0 =="-\0 " I - --=---=-=--~.:c-.t:::.-·--~. =~-~--~-~--~=--~---~-=-=-+-=-=-=-~-""-~-~-~-~-=-=,-~-=-=-""'--""""--_,,....____,,.,-===1-----,----,--1---------------t-------r--------· 7 I I I I I I I I I lv--------'-------+----,-------------,, 1· .,, /L6 .. "I r.s..4,.4 ALUM. HINGE I' "1 ALUM. FRAME-COVER OE TAIL NO SCALE. 2 "I - ',.f ,-, ' I \0 " ,... ~ ,., 3x.2~"/ A LUM, L IG COVER SUPPORT SCALE.: Jlf ~ /!..Q" (/4 R t·a.) 2'-1" LG. CUT TOP END AS 5;HQWN 2-6 Ji/ALUM.SHEET • 3 TYR 0:..0 ✓' i----·. -··-----· ···-~--------·------·-------·· . -···--------··-····-·-·--··-------£-d'x. /' STAR PIN GRIPS //"Q.C. IN.PAIRS TYPICAL SECTION NO SCALE ½"ALUM. BOLTS @ G" O.C MAX. CONN. ,JOINT DETAIL SCALE: 6".,,-re· Hf••~~ t,i'c; BOLTS 1 2NUTS EA, BOLT Int---.3'~2"x 3~6" ALUM. L 2" LONG j,;1 ALUM, SHEET NOT SHOWN / ½"¢BOLT WITH 2-NUTS TRIM 2 1/ LEG AS SHOWN ALUM CATCH DETAIL NO SCALE NOT£; ALL ALUM. TO BE ALLOY GOG/ TG UNLESS CALLED OUT OTHERWISE. j FIBERGLASS PAN£L 1s~o'':!:. To 15'-o':t: STAINLESS STEEL AL UM. CATCH $££ DETAIL " MIN.LAP OF ONE CORRUGATION ALSYNITE . 800 STD. IND. PANEL ..,~ WITH ALS YNITE: PLASTIC LAC QUE:R \ ".S S TEEL -------~~S~I',"A;!-1':=N~l L .;, _ -· ____ ., WIRES £VERY OTHER PANEL (Tl-/£ TQP PANEL)",-----, -H-2'' TYPICAL SECTION ----l~V-;::-0--;S.-CAL E. HANDLE 25'.!81/g SLlnlNG PANEL t-§" ALUM. SH. t,LLOY 6061·T6 ALUM. SHl,l"E /{!,LUM. / ALCOA 787 SHE£T , ALLOY 60GI-T6 !,,;"ALUM. SHEET ,, 8 SI IO IN(.; PA N f:L y8'x. !"ALUM. STRIP ALLOY 6061-T6 FAST£N WITH #10 SELF TAPPING CAD. PLATE:D SCR[WS @ 6'' O.C- ¾~' x 1/;' AL UM. ST/UP ALL Qt 6061-16 '·-1,{'ALUM. STRIP E II D C l < ': U Fl E SLIDE-DETAIL re, tL, • V '- . W l RE -16 GAUGE SELF-TAPPING SCREW #10 CAD.-PLATEO. 8/NO/NG HEAi_:. ,, . ¼><I STAR PIN GRIP NO._ .382 8-S @' .3G" 0.1/ PANEL " 'I I '' ,,J 2' NO c;cALE . . -.. -----~----~-' -.,,"'.""'"~·-· ~ \_ -. CORR, FIBERGLASS PANCL \~~~-NEOPRENE CLOSURE STRIP (' COVER SUPPORT SEC Tl O 1\J SCALE: Jf.-2'~1~0" AL UM. SHAP£ ALCOA 771-D ALLOY 6063-T6 ( ALUM SHAPE ALCOA 787 .rlCi/R. FIBE::RGLA<::i PAN t L ALLCY 6061-Tc ),;. q AL UM SHE EIT 8 ALLOY 6061-TG ,, ,j ,, I ¾,x I 1/4 X !-§ ALUM. L ,, ALLOY 6063-TG -,·roe I SHORT Cf CNIJ C'///,/''f J✓ I( ~ v4"I STAR PIN GHIP NO . .382&-f@ 0 './' i1C. 1------.hl~~-.....:..::.......:..::..--, I " t J ., L_ i~ECTION ENGINEERING ENGINEER . ... ,.,. ......... _ -SC IE NC E, SULTANTS ) ,11 (J) ·--'s Lu ' .f;0 ALtM. SHEET~ a: <t I:,,. /,, " • I l T .4 x1 STAR-P/N1_ 'C'\J • GRIP •' ~ . \C . .3f2S·8 . ~·--.... t .. j @ I ;:" C C ----;-.--· - I N C. M-12 llott .9-9381 • .. ' //8'-8" l---f--,,-'-'D' -8,, ., ----' .e. ' . --n-------------------t------------------------, : --A -b: ---I ~ --7 -. I I I ' I I I . I . ' ' I ." ' ~ I I . J I ' -") _,.. J::! I I I I , ' ~ Fl BERC.LAS<; QQVER "'1 ~ Fl B :R&,LA',S c.cvrn I ' ' -' ' . I Ii-TO BE REPAIRED I ~ T I II I ,I I ~ E'f'AIRE'.D ' NCI TO ~ ' I L I I I I I I I -=::A I _U .-1 I < 7 I I ' ' I . I --~-I::-;:_----f--• '• til.L.,4 I I I l---·----------·-~--------------------------~---------I I ,-------------------------~-----1------1---------------7 I I I I /fl," I I ' A ::::,,_ I I I I ~ I I -I I I I ' ' I ' ' -I I I ' ~ a'" I I I I _, ~ I l I I -\ ~-1 I I I I I I I ' I -I I Fl BERGLA'o.'s C.t:iVER HBERG.L ~~ 'i.. ', CC VER _, I I' ! ! I . I I 1D 8E REPARlED NOT -m 3 • RE.PAIRfD_ I I I ALUM DllJ 11 I I I 1 I I ' 1 i I .SECTION___.-> I I I I I ' I I I ' I - I I : : ' I I ' I I {TYPICAL) i I I I I ' I I I I I ' I ' ' I I I , , ' I .11 I --I I ' ' I '-=: A I I I I ' I ' -,, ' -I 11 I , I -1 . --LJ __________ -------------------------__.,._ ---_ _J ,, --' I . PLAN F/B£RGLASS CO V£RS PR !MARY S £ D IMl::-NTA Tl ON TANKS - . - - 2iCALE----1"=5'-CJ'' ~----------20' 7" -- EFFLUl:NT CHANNFL ---; ,----= --7 D ---------------------' ---------- ' ---~~-~-----------1 I I ---~~-----, ~-"----~-·----~--~-----------I I I ---- I ---------I I ~------~ -" ----·/ I I --\ • ' -----~---" I ---·-----_-=l . a--------------. I i • I ----~-----------I I > ~ I A <J 0 I I <J uJ ()t'. I D A ' f I I I ~ ..... ' I <! Cl:: I I _.J ~ I (j ' I I Cl ' I Lu pl ' I ,; fl] I' I - ' ---~---·----. --a-. I I 1 -'-'------------------I \ ---------~ --~------------------1 I I ~ --. . I ----, I --------I LI ---I ---~ INFLU£NT C'IIAl,/NEL . PLAN FIBERGLASS Ct'JVERS PRE-AEeATIDN-6/.?IT RFMOVAL SCA L £.-. I" =E'-D" ' -<:i _, ~ I i ' I I I 1 .1£CTION ,.A -,?ANll · SCALi!'-I"= I" • .------,t M RBT TetJl16H 'RSLASS PANEL I i' ' l ~ .. t_ NE, 2E.ST TBJU/lf1 r ,• (\i I I I I .. ' I , ~ or! _, I 't---._;_----rt1/t24 St!Rl"W (15 f'£K_ PAA!i:.I) ----I I I I I ::2 r FAA/ELS JIJ TAtLCIJ All£J?.l.lAT£LY ( OVEe A-NtJ UA/lJEe) (fl I I 11 I I I I I . I {_ M e.tiST ?:PLW# L/JN!l !TIJ!JINAL PLAN VIEW B, 3 El/ST'Ci FtJRM'D NEtJP££NE CLJJSfll2E -EfPLA<!l!M£AIT PltY!iS CIF t:£tllH2£/JJ 7'lJ lv7ATCH [)£[AIL '{!' s:!CALC -1~ = I" CtJ~. Rlit!E~LASS PAA/l:L BENlJ TO FIT FIB-D eECJLJli!EM9}t( -....____~*/D-24 X IM"Lf1 l!Nm/J'l-ltl 41.l/M _f{'l?EW W/Z WAf/1£es A#L.l , J't.2 NIIT-SE/; ¥l£W E PtllE' itJC/ITltJIJ. cbY Ti:YJU6!/S J Ii.DC£ DFTA/L ,,..... ~ ....... ""-~ _.....__ -_.~,...._..,.~---,_ r"'""':".' ,. i SPECIFlCAllONS Fiberglass Reinforced Panels 1. Fiberglass Reinforced Panels for covering the primary sedimentation tanks (North'ly Port100) and the preaeratlon-grlt removal unit shall be furnished and lns~alled as shown on the dra.1ings. {1) translucent reinforced panels shall be series Boo, Standard IndU$trlal Day Lighting as manufactured by Alsynlte Division of Relchold Chemicals, Inc. (2) Panel reinforcement shall be 100% pure fiberglass, with a 10 mil monofllament fiberglass surfacing mat .on both sides of a c:hopped strand glass fiber mat, and no Individual strands may appear at the surface of the panel, Panels shall have a high gloss, with no loss of surface gloss nor evidence of exposed fibers after 1,000 hours of simulated accelerated weathering In accordance with ASTl1 method of Test E 42-55T (Type O Equlp,nent). (3) Resins shall be highest quality polyester, light stabilized In original manufacture, modified with not less than 10% acrylic monomer. (4) Serles #800 Superglue panels shall have a nominal thickness of 0.06011 and average weight shall be 8 oz. pe~ sq. ft.,! 10%. Average glass . reinforcement shall be 25'% by weight. (5) corrugations shall be 2-1/211 x l/211 , (6) Color shall be Riviera Green. (7) Surface shall be smooth and shall receive a coat of alsynlte lacquer on both sides, 2. The foll<JWlng Is a list of the panels which are re-clalmahle and may be Primary Sed. Tank .le:. Size ~re-Aer. ~ Grit Real. Tank ~ Size 16'·1• l/211x27" 2 38 3. Any and all damaged or loosened aluminum support ond end•••••••• 01 •~• prn•ary sedimentation and preaeratlon-grlt r""10Val tanks shall be repaired to a structurally sound and acceptable condition, or shall be replaced In kind. Additional Neopr...,.. g .. kets, If necessary, shall be replaced In kind. 4. The attached doc.....,nts, Including the Agreement, C~rporate Certificate, Contractor's Certificate ltegardlng Workmell's Compensation, and the St..-idard Conditions, are all part of the SJ)l'clflcatlons for the work sh<JWn on this dra.1lng. DEPARTMENT OF SPECIAL DISTRICT SERVICES ) ~ 0 -" ~ -~ u ~ "' " ~;:i~• ' ' i' :- fJ) "' 0 fJ) _ COUNTY OF SAN DIEGO 5555 OVERLAND AVENUE SAN DIEGO, CALIFORNIA 92123 Vl'.!,TA-CARLSBAD-BU~NA Jt1IN1 ':.YS1EIIII ENCi NA SANITAJ<Y f.NGJNEERING DIVISION DRAWN REP CHECKED WK ;: WATER P~lLUTm~ CONTROL FACILITY APPROVED CBO UJ REPAIR OF DAWIAGED STORM TANK COVERS DATE WORK ORDER FILE RI~. CIVIi. (NGINEER No 7119 SED MAY ICJ 5031 SHEET M-12A , \ ,\ j\ ~ ~ \ • 246 _s i[l?.83£ > 'I'. 'I II) (\J' ' ' 1 -i b'. _,. -- I l ~ ..,. ,, <.O l 'c.o j ·1' ' "~ ! -. D[] DO AIR Cr?MPflEJr(}/?5 (2J £ W / JTd/?/IM; m,,._.._~---, BLOWER BLIND · FLANGE r . I ' G c& 0 ' ' C\j -- I ' . < 'f" .-0, -, ,, . PIPE SIIPl'tJRr ROOM '/PE SVP.ltJRT BLOWER N0.2 PIPE .SIJl'l'4N T BLOWER NO. I # • .3'm4 I/ /1/.T.S. \, CAP FLR. .J ll) 2 c[ {: (_) -CJ: I- (.) ll) t-~ ..J '•· l,J ,, "l i ---, I CHLORINE ROOM ELECTRIC CONTROLLER "'' CHL ORINA TOR NO, I , 0 • I II) I I l f;;,,~r,4::;r-Gr.wT-ltttt t I I ' -;i . Ill i-o'' :: ,, -L--i~---"9"+-tt,: . -... I I I 'I t I 'I It i'G.S.R SLEEVE AIR GAP TANK -------,-0 I~• --~ -_ ... ,.,: ...... FROM SUPPLY . ) I' I I :; PLAN VIEW : : s CALE; ':-/a"• ,~o" i' I I ii I I ,, G ··:<t---.3_ .S.P. ___ -, T'O DRAIN @)----------~ ; ' ' I STUB CHLORINE ' Q:-! ,.,1 Q! :?: :;;,:, 0-1 I-_, .,_ u : : '' :ii ,f, ' Io I I '' I I '' lr ') p 'I ! I ' ' I' I' '' '' ; ' '' '' STORAGE ROOM CHL0RIN!' kEADCR ffi SEE DE.,.AILV±!}) HY0ROPNEUMA TIC TANK SEE ELEVATION SHE ET M-14 (43\' ' r~~ CH L OR IN E \....:.,',', t--"7S~L=iO;:;-P-"E'-i ... ~ --~ ~ I' -ROOM 1 1/4•/FT. , i· LJ ' ' I I I I I r- • CHLORINE r STORAGE r, risa, ' I 'C/ 75}, 1l ROOM _.,.-. 74 , I f----. ' "l', .,. .J -' 1 --- I j' ' ' ' ' ' : I ' ' .L... -r } ASPHALT 246 S BERM 226.83£1 ~ . ~J!/• OF A.C. PAVEMENT r I P.G. WALKWAY- TYPICAL I 'V 4-' -=.-, -.,, -----J REDWOOD HEADER TYPICAL D.G. f. P. G, 5 1R. TYP. ., 2 G.SF'.., FOR 0.G. · 11 I II l¢,x2-6 LG, G.'::J,P, £' o.c. HEADER DETAIL NO SCALE BLOWER I ,, .. ~2 Q 4 ' _. 2 28 ._ ,~6 ~~~Ma:::::::::::(:~~~ - F ' ROOM 0 0 0 © 0 0 0 ® 0 @) ® @ @ @) @) @) ® @ @) @ @ @ @ @ @ (~ @ @ @ @ ® ® @ ® @ @ ® LEGEND=-------- " 6 DRESSER COUPLING-STYLE 38 ,6;6;f,5'c.1.TEE Vy' BLIND FLANGE 5• INTAr.E $1Ll=NC£R-UNIVERSAL MODEL US-5 6';.5" C.I. ELBOW 6' PIPE STANCHION SADDLE ALHAMBRA A-609 6' VICTAULIC COUPLING 6'~6'!.,( C.I. TE£ 4"BUTT£RFLY VALVE " I • 4•2Yz ;.oNCENTRIC REDUCER CONNECTION-SUT0RBILT BLOWER-SUTORBILT MODEL ·rHB WITH EXTENDED BA:SE PRV ANO VERTICAL DESIGN ELECTRIC M010R-2OHP.-IBOO R.P.M. AOJUSTABL€:' MOTOR BAS£ -GERBING MODCL 48 II I/ 4 ~2 C.I. TEE ,, 2 C.I. El BOW 2• PRESSURE RELIEF VAL V f' " 4 CHECK VA LYE s" 01-SCH.,6,RGE SILENCER-UNIVERSAL MODEL UR-S lPtPE HANGER ,GRINN[L-F!G.269-A0JUST, WROUGHT RING 16" PIP£ HANGER ,GRINNEL -FIG.260-ADJUST. WROUGHT CLEVIS THERMOMETER-TRERICE, g", TYPE BX22403½, J0°TO 30<:f'r SCALE MANOMETER-MER/AM, 24~SCALE c, MODEL l0AA25WM 6#C.I. WALL PIPE FLANGE ANO PLAIN END 4 · 6 C,/, ELBOW M.J. AND ~f. VARIABLE PITCH PULLEY -GERBING, 2OHPAT 1750 PPM, MOO£L 4S-I6O, B £LT NO. 410 2.U 2·;.2• ENO SUCTION WATER BOOSTER PUMP ELECTRIC MOTOf-1. -10 H.P-3500 R.P.M. 2" flA,,I. UNION 2u CHECK VALVE 2';.,3• M.I, REDUCER J''M.I. E:LBOW .:J'' GATE VALVE ,r 3 M.I. TEE zki' FLOAT VALVE -CLAYTON NO. 2/24 31',.,t' MJ. REDUCER (ECCENTRIC) 4" M.I. TEE ,, 4 M.I. ELBOW FOR CONTINUATION SEE SH£E.T M-/4 ) IJ ' I I NOTE: I. ALL H,M.D00RS SHALL-BE P/./_0V/D£D WITH 4/C/ (CNU/TIONINt-TYF'1'. LOUVER WITH iNSECT SCREEN, N,/.C. ~ ~ N.f.C, _ ' ' -11 I ,. ,:EL.31,O ' I ---------1--------ri;;,.,;;,;_,'ft" -f1o ;--..-----~ G /. r J 1 A n K ,;,;'---"----'"'"-~ b -J16 Crone.. Added. fo ht1nlle d,/or~ne, -ton CJ /1r,Jer5 . SCALE: ,Ji' 0 /'.0'' :;.,:;,g lfEP z'' PVC EFFL. /•r LINE J I CAP FLR-STUB (2 REQD.) 0 BLOWER J o, ,I '3 G.SR 0/<AIN ·AIR SUCTION SECTION TO FLO0P SUIT ENGINEERING N G I -SC IE NC E, I N C. M-13 VLTANTS 9-9381. . ,,.,_ ·-- .,,.-',::-....,( .. ,..::~~ / CHLORINATOR N0.2 POST-CHLORINATION i ' I ' • l o,I ' -' ,.,, ' I SAFETY VENT ~~/ THROUGH ROOF I \ I ' I WELD P.v.c. --.,.,. FLANGE WATER-1 STOP TO 3/4'' 1 P,V,C, PIPE 1 I ·: ~ , ISOMETRIC VIEW FROM TON CYLINDERS . .-.,.,-~ "j.. (i' ~ 'O'"' 69; .:_ ~-': J /,,.. "'6""'" TO CHLORINATORS I ,<--< ("0-. Jo. -? ISOMETRIC VIEW CHL OR/NE PRESSURE REDUCING ~ALVE SYS_TEM * TO BE SUPPLIED 1:/'r' ("HL0FINF r· .,,,,,;;, /,IANUFA C TUREf< ELECTRIC CONTROLLER LEGEND " 3,/4 CHLORINE: LINE VALVE II 3/4 CHLORINE GAS STRAINER IN.JECTOR ASSEYBL Y 2~ BALL VAL V£ TO CHLORINE FL OW RECORDER :.@) •@ *@> *® •@ CHLORINE DISTRIBUTORS WITH ROTAMETER,S ® @ @) *® @ *® @ *® i@ *® e @ .@ @ @ @ -!k@ @) @ @ @ ~ @ , J/4 PIPE HANSER -GRINNELL FIG, IJ9 DOUBLE THROW B•POt.E $WITCH ® ~@ 2• iCREEN STRAINER -CRANE NO, 998½, *® @ @ @) @ ® @ @ e @ @ ® 8 @ @ @ @ @ 8 8 @) /OH FAN-42, C.F-M,@J0 11 STATIC PRESSURE I/ 3/4 G.w.J. ELBOW • 3/4 G.W.I, TEE 21/2 DIA. PRESSURE GAUGE 3/4,. AMMONIA TYPE UNION ,, 3/4 P.V.C. UNION I ,, I~ P.V.C. UNION z" GA TE VAL VE 2~ G.S.R UNION z;z"l.!211 ClSR TEE II ,,½ P.v.c. T£E • .J/4 P.v.c. TEE J/4• P.v.c. ELBOW 3/4' RV,C. 4,• ELIIOW I ii I ~ P,V.C. EL.SOW If 2 P.V.C. TEE ,, 2 P,v.c. ELBOW ,(' c.,. us. tL•ow ,(' GATE VALVE 4' VICTAULIC COUPLING PIPE SUPPORT BRACKET / "·'· 45• ELBOW J~ II,/. UNION PIP£ STRAPS ~ 1'.t.ELBOW CHLORINE SHUT~FF VALVE-HEJ.DER TYPE " 3/4 G.~ I. UNION CHLORINE PRESSURE REDUCIN<S VALVE " 1½,x2'~v.c. REDUCER • 3/4 TON CONTAINER VALVE " 3/8 FLE'X CONNECTION TON CYLINDER DOLLY -COLSON EQUIP. CO. (3REQ'D.) ALUMINUM CQNC. BLOCK SIZE VENT H.M. MEDALLION DOOR] ' H.M, MEDALLION DOOR ( SEE ARCH, DWGS. HM MEDALLION DOOR_) 1" HOSE VALVE ,t.OF' $/NI<-ELV/1'( MFG-co.-DWG, LK 2083-8 ,, 1½ BALL VALVE H 3 /,2 PRES SUR£ GAUGE-KUNKLE CO. CASE TYPE A LOW WATER CUT-OFF PROEJE SOLENUID VI\LVE , fr / II 4•2~ r.T [llJCING L.R ELBOW 2'1 P,V.C.UNION J"fl G_.S.P. SLEcVE PU/AP SLJCTIO 31 Al /;I 1500 PUSLIC WATER SVPPL'r' BLOWER AND SEC' TIO /'JS CHL.OR/l\JE 1-IOUSE AND DETAILS GAP / / ' -.. ' '\. I I ' ( l ' EL. 3/,00 4-:011 ~~~~~~~~~r-r-P=-~~~-~----~ ~ 11~12"0.c. 12''oowEL POST-Ct-IL ORINA TION EFFLUENT SAMPLING S7 AT/ON r FOR COVER-SEE DETAIL-@ ' ' ' ' ,.. .. ., ' , ·~· ♦ Q; vi "' TANK /I'-C'\j " • • S N,i.S, TYP. FOR SLAB IN FRONT (!F BUILD. PRE> CHLORINATION I l't===t .JUNCTION STRUCTURE NO. I 4 PREAERATION UNIT NOT£ ALL PIPING SHALL 8£ RIDGIOL'r' SECURED TO WALL OR ADEQUATELY SUPPORTED OR SUSPENDED. ELECTROD£S ., s CAP. ,.,, GALS. MIN. • I ,..., _9 10 HY DROPNEUMATIC 2000 GALLONS MINIMUM TANK CAPAC I TY .. ----- ~ scd' TO OR,':.IN • • ENGINEERING -ENGINEERS · I 5--114 ® 12"0 C I ( 7-1/4 t;Q.5 PACED TANK FOOTING SCALE 3,61~! ~0" TO PLANT SYSTEM Tl-iRVST BLOCK BEARING AREA CG SQ.FT. SC IE NC E, I N C. ULTANTS ott 9·9381 M-/4 •. ' i • .JTEAM B7-fASS FlJ!i: n-1Ro TTtJ NC, WAT£R HEATER BOIL ER FE£DWATER PUMPS " ·EL.:..7,92 J" t!,LtJBE VALVE II 'I / /1 1 ii II 6,/2· 2-10 ,12 16 8 NOT€ ALL STEAM PIPING WITHIN ~ r::tw::;:=;;i~~r STEAM VALVE PIT BOILER ROOM SHALL BE /NS(:LATEO WITH J-M 85"/4MAGNESIA 4"AND LESS-/'THICK 5",t ABOVE -IJ"Tl-1/CK u - 3 5 ... ""-,J---1--'"-"-------'S,...:....-.--l------+- ,f'INSULATED STEEL PIPE TO SEO, TANKS . '-"-' """'"''"""""---"---' 0 " ' l/}: PLAN VIEW I /4 BOILER NO I ' " ROOM 1"3 PIPE TRENCH FUTURE BOILER 6 ! I > I 'It ; "I r,.,.1 I I I NO, 2 ---------------+-- __J BOILER ROOM " '2 W.I. PROPANE c..J -----,--.. 'o . ' 0) b • I 'St 'o 'a, ' 0 ,, r<) •FOR DETAILS SEE GAS SYSTEM AND DIGESTER DE TAILS SI-IEET M-20 LEGEND 0 i'Mt. TEE 0 2#M./.ELBOW 0 :!'GATE VALVE 0 2' UNION 0 ® 2° CHECK VALVE 2• M./. TE£ Yf B LIN 0 FLANGE, "'? 0 ® 46 W.1-TEE W/ BLIND FLANGE ,@ 4'1 W./, ELBOW ·@ 2'w.1. TEE w/ PLUG @ z''w.1.ELBOW ) 80/LER NO. I 3 f;JRINt:.-TANK -------. .. ~ _) 2"¢ 6.SJ? WATER~ t @ @ 4''GA T £ VAL VE WI CI-IAl('f WH £ EL ON CRAN[ 4(;;5:t 0V£RHEAD INSTAI..LATIONS 6•GATE VALVE WICHAIN,,WI-IEEL CRAN£NO. 4E'i6"2 ON OVERHEAD INSTALLATIONS <0 @ @ 41PLUG VALVE • I S£OIMENT SEPARATOR CRANE 988½ • I OPEN FLOAT STEAM TRAP. CRANE 9810 ® $TEAM PRESSUR[ REDUCING VALVE @ i'STEEL ELBOW @ --·· 1"STL, ELBOW ® lUNION ([i) 1~2 11 STL.REDUCER @. 2"5TL, TEE @ /8 GATE VALVE @ tG.5.R ELBOW @ lk2rG.S.P, REDUCER @ 3 11 DRAIN ALHAMBRA A-30~ @ z' M.H. FRAME, COVE~ @) 6'ALIGNMENT GUIDE @ s•EXPANSION JOINT ® W,1, STEPS· 12• O.C. @)' @ @ ® ® @ PIPE HANGERS-GRINlvELL. FJG.260 W/INSERTS 282-TO FIT PIP£ $/Z£, "<.0 ® 4" VAL VE ROAD BOX-PROVIDE \,L SUITABLf: OPERATING TEE tt'.,,,,2~ SQ. OPENING-LOUVER £D W/INSECT SCREEN - 2"M,I, 4 5° ELBOW tf';.6~4'C.t. TEE 4¥£XPANSION JOINT ;,,-----o,,.__,,,~RA/N CAP I " ,3-8 -11 VENT STACK ,., z~e" LOCATE TO SUIT .., • BOILER MFG. <.c °E'ifo,r ""i; PI T <;Jj__J O TRAP r'-___._, I,.,.[ 23 f7,;\ 'BOILER > r<) ,, (\J ' ~ .ij GAL V, $Tl.., CHECKERED PLAT£ ISOMETRIC 4!..o" MAX.LENG TH . . PPOVIDE LIFTING HOLES EA-ENO ('; '-" 0 F PLATES I OIA.1 TYP. I =,+,-~•TYi? PIPE TRENCH SCAL £: I"" /!..0" " 2 W.I. ' 4 W,/. c!.'!!___ 0 PA N OIGE:STER GAS ---- VENT S TA CK ----,___.-, THRU ROOF 'c)· 0 E."-\J, e;;I' BOILER NO. I WATER DEAERATOR NO.I l "' SE CT!CN C-('/ , {'" '/" ..._) ., ' ·\ .. :.. ; ,q -::; SC.I. SOIL PIPE 2%5!C-Pf TC S Ei, FR .. BOIL ER· ROOM EL.34,50 Pn3v1 or ;,'' ·· PA FOR r:::,Lt-R S E-C'.T/ON ~ ,, Cc,n+,ne,,,f-«l... Boiler 11 • • • ;; L.A. wa:ferC'ond,+,;;,.,,j STEAM VA! VE PIT WATC/2 S/JFTENE/i'. WATER SOFTENER /-:J DEAERATOR REP ltl-C:ll OPERATION BOILER . CENTER __ ROCM -SC IE NC E, I N C. CONSULTANTS FEEDWATER PUMPS FEEDWATER PUMPS) / M-15 • . I ' 3 BLIND FLS, - EL49.25 ----...__ ' C.lR Q;; EL.50.75 5 GAS MIXING EQUI ~ f:NT NOT SHOWN I I T"l¼t----t=_ +=:-------1--------1..---,------¼,,--,I TYP. PIPE SUPPORT SEE DETAIL L£:.::. 0 ® 0 0 0 ® 0 0 (s) _, @ @) @ @ @ (/5) '-~ ~ DIGESTER LEGEND ' 6¢CI FJ PiPE-INFLU[,1T SLUDGE LINE PRIMARY SLUfJGE DIGESTER 6;6' Cl FJ ~E SLUDGE INLET-SEE DETAIL @ 30"<> MANHOLE-SEE DETAIL @ GAS MIXING EQUIPMENT-Lt.r'CUT TO BE APPROVED BY ENGINEER 3"¢PRESSURE RELIEF i VACUUM BREAKER VALVE WITH Pl.AME ARRESTER -VAR EC N'O, 5800-81 ,I If ICJIPC/. FLANG€[)-8 LONG~N/PPLE-6AS SEAL ASSEMBLY VJ¢C./. F.J. 9D°ELL II\ ,. 10•6 t/! C.J. f;J. R£()UCING ELL ,, , ,, '5t/!C.1, FLANGED 2-8 NIPPLE J • I r/J CRANE HOSE VALVE NO. 117 ll I ,t, G.S.PI PE PRIMA.RY rn(Vl(E \\ALL FL:C, C.'/ A(.L 11/CE PASSING THROUGH CONG.WALLS (TYP.) OV£RP;,.Ow CLEANOUT-SEE DETAIL@ @) @ @) @) @ @ @ @ ® @ @ @ @) @ ® 7 TO REMAIN OPEN EXCEPT 1 FOR TESTING :(AND R€PAJR I rEL.52.25 SLOPE AT g/' . PRIMARY INLET TOWARD 34 / INV. EL. 45, O - 25r--l foJ , , , , Revi-,ior1 ,.@ 28 . , DRIP TRAP --'-"---;c"---.11--'-------,fu,:,{I VA REC FIG.24 6 -PIFE SUPPORT DETAIL~ TO REMAIN OPEN EXCEPT FOR TESTING AND REPAIR ~· 8 2·c.1AUX. c;AS \ SUCTION CONN, 8" AV. 24 CHAIH DLE ~ .CHAIN ~ESURFACE --=:=:"'::::::±:f:..... ·- 66 SN ORAWOFF SCUM BRf:AKER • EL 38.00' . NOT SHOWN -+ ~ ....... '·r: .. ....___,,6 7 SLUDGE DIGESTER f SN DRAWOFF EL 3.3.00 SECONDARY SLUDGE DI GEST ER EL.3.3.0o--- , I A V.C. " 8 C.l ELL ' . . ~ '•j" EL29-00 ~,,!. _J_ ' .,_~~ SN DRAWOFF £L 28.00 so'-o" I .,, 22:~t,;,,,--·· -.jg! ·r ,,,,. ~-l::;--i..,~®-~--Q::~~ PRIMARY A.ND SECONDARY DIGESTER SECTIONS VIEWS ARE ROTATED-SE£ PLAN FOR CORRECT LOCATION , N I JI SCALE 4 ::/-0 SEE (di) FOR SUPf:RNATANT ::3TRUCTURE f LADD£R DETAILS , 50 </! FLOATING STl'EL ROOF II I · J 6¢ Cl FJ NIPPLE~ EL. INVERT 28.75 -PROVIDE BLIND FLANGE-2 REQ D. 2 1~6"•_ z' ACCE96 MANHOLE_:_ SEE DETAIL @ 5'¢ CI MJ Ii[ d> ELBOW , ti',,.6'•6" CONCRETE SUPPORT BLOCK (TYR) 6°'<1> Cl MJ Pi PE 6"4> DE ZURIK PLUG VALVE N0,/18 F 9'4> Cl FJ TEE fi'ti Cl, FJ Pl PE " 8¢ FLEXIBLE COUPLING -DRESSER STYLE 38 8"¢ DEZURIK PLUG VALVE NO 118 F, DIGESTER CROSS BRIDGE-SEE DETAIL@ 8,,<J! SAMPLING WELL~ SEE Df:TAIL@ TrfE"f'../iCMt.TEH AIV[! ,HF/~Mc: 'TAT W/INntCAT/t;(•, DIA:.. ® @ @ ® @ @ ® @) @ @ @ @ @ ® @ ' 4<1> Cl FJ ELBOW-45° " 4 d> DEZURIK PLUG VALVE NO IOI F-LEVER OPERAT£0 " 3 <1> OEZURIK PLUG VALVE NO IOI F~LEVER 0PERAT£D 3" <I> SHUNT FLO METER-BI F NO 40.3-03-SUPPORT _TJ) SUIT " 3 ¢ VICTAUL/C ADAPTER £L80W N0/8 " 3<1> VICTAULIC FtANGED ADAPTER NIPPLE N04I • ll • 4•4•3 VICTAULIC REDUCING TEE N0,25 • 4,t, W/P WITH VICTAUL/C ENDS 4'',p V/CTAULIC FLANGED ADAPTER NIPPLE NO 41 V/CTAUL/C COUPLING-STYLE 77-TYRALL SIZES ALHAMBRA A-609 PIPE SUPPOR~ AS 1N@BELOW 4"(/J FL EX/bL £ RUBBER HOSE ·LENGTH TO 511/T ROOF TR/JVEL 4 It 4c;° C.1. ELBOW~ FLANGED 4'!/>FLG.W.I.F. DEE CD FOR ROOF CONNECTION DETAIL ~ PROVIDE ALHAMBRA NOA,608 PIPE SUPPORTS FOR ALL PIPING AS REQ'D, SCREWED BASE FLANGE 'BOLTED TO CONCRETE W/4-ANC. BOLTS EL 2().00 EL. !5.00 ---+~ SLUDGE DIGESTER ,SECTIONS. ENGINEERING 21 EXTERIOR WALLS PAIN TED WHIT£ -- EL.49.25 F.G.EL 35.00(TYP.) EL.TO SUIT-~ /8 . If_ EL 21.07 M-16 · 9 3 8 l @ fi) ® § G ® a ® ® @ ® I I I \ I I \ \ I I I I I I 'b 1'~ \ \ \ / / I / / / / -- // -------::----- , . 13-9 14 5S STATION ?OB.so E 19 · 10 , , ' , .i.:: 0 . ,_✓ --+- \ I J J \ I ' -__ (( " I RV. ~?., v Qr,_; CONNECTION: Q\ . PROVIDE WITlf MAL£ HOS£ ADAP r£R OR INTEG/f_AL {LAfvGES TO SUIT FL£ HOS£-(TYP; f---, I "'-E>i'-+-j , , . 7-9 7-CO!v(){IC me { lfM Awa) CABLE e,'?" C{)1vl//J!T TO £/'Me/Jtf.: !Al lA/3 ? I , ~I J DIGESTER L EGE N 0-....,co ..... N.._...T_,_,_IN...,U....,ED.....__.F_,_R'"""O=M+-,@,.,.,.w,.,.., ~~~~-~--------~ . ~ I 1. , " I .___J,,-.. /1-6 • 0 , I <() J / ;. I J I I / I I I I . I ( • 4 DRESSER COUF't...lNG -~ 60J-----\ WIND MA{'I//N £ l.3A3£ STEAM LIN£ DRAIN BOX SE£ DETAIL~ , I ,~ I I I I I I I I .I I : I I 81 :~ ::, I I ::I: -.11 Q ,._ (J)I Im I I I I I I I I I : I I PRIMARY AND SECONDARY H 6<1> C/P INFLUENT NON-DIGESTED SLUDGE LINE 6"<1>CIP PRIMARY DIGEST£ R DRAIN LINE (¢ GSP GAS SEAL ef FLUSHING WATER SUPPLY LINE 5'<1>CIP STEAM FEED LINE SEE'D£TAIL ~ 1't;VACUUM RFL /EF V~LVE (:RANE NC.11"",V OPEN W/1:!,,WATE:R (VACUUM,), 8¢C/P SLUDGE TRANSFER LINE ,, 4<1> WI P GAS TRANSFER LIN£ DIGESTEii p,~u: ·E--SEE DETAIL~ o"<t> GIP DIGESTED SLUDGE LINE ,, 8,t, VCP. SUPERNATANT EFFLUENT LINE SUPERNATANT DRAW OFF STRUCTURE AND STAIRWAY-SEE DETAILS @ -302 • " 61/! GIP SLUDGE BYPASS LINE 4"() C!P SECONDARY SLUDGE GAS LINE 4"¢FLEXIBLE RUBBER HOSE-LENGTH TO SUIT ROOF TRAVEL SLUDGE GAS METER INSTALLATION-SEE DETAIL@ 6'<P GIP WjMJ-SLUDGE GAS LINE PLAN VIEW SCALE j '=1-' o" 1{¢ SAMPLING POINT-WI P-Dl=ZURIK I{¢ IOI S P.V. -SMITH-BLAIR NO ,3// TA!' >/NG SADDL I= PROVIDE 2·GR/NNELL FIG./9'3 PIPE SUPPORT BRACKET[. -N0.-2 w/f"ANCHOR BOLTS SLUDGE PLAN DIG ESTERS ; ROLL ING \ 5TAIRWAY TO £!:: PROVIDED &Y ROOF SUPPUER .. DIG ESTERS ... /8 \ F GAS METERING ANO BY-FASS (HdocJtJ,, (,tnder s n.. w J)., ~ if c"'"'."" I, da.te.l_ wJ. pr,m«':f m~f'r,.,nJ sysfrm) TO STEAM BOILER AND GAS BURNER ) :,,: lT PEA GRAVEL SURFACE NOTES: /,FLOATING COVER Dl=TAILS AND GAS MIXING EQUIPMENT SHALL BE IN ACCORDANCE TO APPROVED ANO CERT/ Fl ED MANUFACTURE RS DRAWINGS. 2,GAS DIFFUSION PATTERN ASSEMBLY FOR SECONDARY DIGESTER $.!MILAR TO PRIMARY Dl{;ESTER LAYOUT WITH EcXCEPTION OF COMPRESS/ON EQUIPMENT, ENGINEERING -SC IE NC E, I N C. J •---...: . ~""'"' <:"'~ • .,._.~i,J;J-., .,.,.,<. .. , ,, ,, 2• 12 •J WELD TO HANNEL, IO . I "' II 0, .... "( 1(1 1-<j C/J I -, ct: ! :'.): -1 PLAN VIEW SUPERNATANT BOX DETAIL ffi SCALE{' ,-aw " 2-2 3' -- 7 ~ r , N ~ ------. .. \() °'l- I- :0 ' 0 \() ~ ! (\J h :0 0 SUPERNATANT@X COVER SEE DETAIL A M 18 ' ' "' I \() I I I ' : ADJUSTING RINGS CUT FROM 5'<)C./.PW/ MACH/N€D FACl:S QD. ----c7 " ' L 44.92 ;---~ I I I I I I • I r-,.. I ,..--., OVERFLOW RINGS DETAIL @ SCALE r; /'.---o" N . I ") Sl:CONOARY ,DIGESTER EL49,25 9'[ .. /3A- ' '\ CE 13249 ~...._ 12 " 8'¢ VC.FIFE SUPERNATANT LINE GEE" PLAN FO.R LOCATION) SECTION .-.302 , ,, :,---6 E L.4 5.42 'LA~--OVERFLOW RINGS , SEE DE-TAILLlt'i :--.. ~ •~ -1{¢ PIPE RAILING i "-~ Sic£ -:ro DWG. (SPECS)• EL 41.75 FOR STAIRWAY OITA/($ i r-i'GROUT°'-; i / , ~EL 38 00 / EL 35.00 , --EL33{)0 SLUDGE , ,, 3-3 ' " 2·-6 ,. /;, RV, DEZURIK 101S I I 0D SECTION :-:,· <_. ,' ,' ', ...... '", I ,, ' " SCALE ,=l-O EL 27.75 DIGESTER DETAILS _I!, ".1-:-•"""-• .. ,: .,.,,.,_.w·•···" le . ,',k ·,. NOTE: WELD ',,-,1 WELDl:D CONST. ~._._.L...._.....::,. _______ __,_ MAT'L N0.8 GA.STL. II!. GALV. AFTER FABR. PIPE -- RA IL/NG " 1-Z, S TL. /f.-111---+---\ I , I PLAN VIEW WELD I " 1-4 FRONT VIEW • 0 - HOSE RACK-DETAIL@ SCALE 1j•0 (-o'' "''" • ~-ff;CHECKERED STL. BOX COVER IN 2 PIECES-CUT TO FIT TANK GALV. AFTER FABRICATION = PLAN VIEW l,p LID HANDLE~. n WELD TO II!. ',, I ', I ,;:: ., "'-..L.......i:i'. fr_"ANGL £-BENO TO FIT TANK h -::, (J) 0 I- j ,, ,, SECTION SUPERNATANT BOX COVER DETAI~@ SCALE t '~ !'--o" ' {r/Jxs"GALV.BOLTS AT 12 CTRS. ~ I I / ~ ' ,, ___ JO~----~ O ____ _ \() V/2~/2',~hL----·--- N \_BUFNEL RIVETED STL. GRATING N0.RW-3-!2f5 SJ· -HOSE RACK ~ 1--------1 SEE DETAIL@ . ,, PLAN VIEW DIGESTER BRIDGE OETA.JL 10 [ 15.3~ DETAILS SIMILAR To[A\ ~ DIGESTER --+---+----C ...... E-NT ERLINE \ \ -••>-- '· 1 ~ ,.. I- ' 9 ' I N " 12 '1> Pl PE HANORAIL SEE ':TD. OWi,(3/''[(S.} LADDER ANCJ-IOR 3:3".g°'•B"L W/ 2-9/¢iANCHQR BOLTS -WELD ALL A!t'OUND TO [ 1D ~I SC IE NC E, ,:, .. tt""' 1.,,1:~ TS -I N C. AN M-18 e ' tlfl'fttt 9·9381 ---------L------' • Q :,._ I- 0 I 0 y (I: lu 1- ~I ~ A-~ VICTAULIC COUPLING TYP Cl WELD ALL AROUND 11 I I i I I I I I -~ --~ OIGESTEA1i CENTER NOT TO SCALE /, ""· ,,._ ·, "· ---~-..,~\ ~· -~--' _ _,. t _,,,).,.·· ···.-.. ~· .' '. ;; 1 I i I I I I I I I -•-''"·-~ -· ~----~--I I "o I I . I PRIMARY DIGESTER ROOF (\j 4-+"~--1-- .32r---l 'o • I - I I I I I I I I I I I ' I ,! I 23 5 PL4N VIEVJ -DIGESTER STEAM Pl PING SPIQ;.._R BA ro 31 DETAIL SCA!,_E j = (-0 SLOPEPIPE w/ROOF 5 GROUTED BASE SUPPOR EXTEND ANG. BOLTS INTO STRUCTUR£ (TYP) ,, V;z WIDE ~~ BENO S SHOWN ~ WELD ' ~/4 SPIDER BAR DETAIL SCAL £: }.'(c 1~0• 4 ,.;•_ ~-.,·\,,' :V;-.~ STEAM PIPING LEGEND ,, 6 ,P$TL.F.J. Pl PE 19 17 . ,, 6-0 SYSTEM 1 EL 5025 9 EL 35.50 EL30.33 • > I------,+-0 • I I<) • J CUT LIO INTO TWO EQUAL SECTIONS , ([,_ 61[; STEAM LINE __ '•.: :1 'ft. ,.:.:-./ ~ ?•_. ·:11:, ~.'-:/t; . l v--~-"---"---1 -TOP OF GRAVEL • lD I! (ft PAOVIOE RECESS IN CONG RE TE TOP FOR. u---=0:-----,-------,---. 1''------, A FILL WITH WASH D GRAVEL I STEAM TRAP DETAIL ffi SCALE l_i;,;.'..o~' , -( 6tP STEAM LINE GALVANIZE AFTER FABRICATION {CHECKERED $TL LID .,,,,,1,, 2 -3 K 3 • .j < 6 ---::;=::...l:l ANGLES ~-FG EL35.00 • 11 --===--3 tP G.S.P. ·. ---/NSULA TEO PIPE ANCHOR \ FLAN6E SCREWED FLANGE -RETA IN! NG\ RIGID INSULATION -,i-{,G° ANCHOR BOLTS RINGS \. -SEE DETAIL (A\ ~ STEAM Pl PE ANCHOR r 0 I I I \ \ \ PLAN VIEW SECONDARY DIGESTER GAS Pl PING ~4'1> FL/:)(IBLE RUBBER HOSE 1 ,; TA 2 SCALE 1 ,-,,(-0" " ~iT!C.LELBOW -------........ " 3if>WIR CAST IN~ CONCRETE -- ~~~~'::~:;;. 4",p PIPE SUPFORT .'._,ct.J 'rs..t ALHAMBRA NO-A 609 \.: ' . ~ :. ·!$) FLOATING ROOF . " 4 <P C I P -----::;:z:;;..J Pl PE SUPPORT (TYP) SEE DETA!LW ~7 4 ,P SHUNT-FLOW METER 4 'rp S ED IM EN T --, -,--/\,--.,----/1;,'" TRAP VAREC 233 ,i,p VI CTAUL/C ELBOW NO. 18 •• 0 4 C./. 45 ELL ANCHOR SEE DETAIL ffi. i'P-V-~ ., 4<PRV. ,, IZ~I---VICTAULIC COUPLING STYLE 77 (TYPICAL) SLOPE /.C% 4<P TEE~~"'-. .,:i,,,,,,n--DRIP TRAP VAREC 246 . f----~------f,:;.;~·; ·_ . ) RE-BARS · •i , NO 4@12" BOTH i\:·,_ ·' WAY$· C TR'O ', "/ . --4'rp Cl ELBOW REDWOOD BLOCK WHEN REQUIRED NOTE: MAX. DISTANCE BETWEEN SUPPORTS IS 5.0' . ,, =-2~J GALV, $TL. STRAP -st~ + L. 6\4" CI MJ !4".44' CI TEE REDUCER TYPICAL VFRTIC4L PIPE SUPPORT BRACKET NOT TO SCALE FITTINGS AND Pl PE C./. MJ.p?E . 0 0 0 0 ® 0 0 ® 0 @ 6' <PST L. F.J, 90° EL BOW 6" rbSTL. F.J. 45' ELBOW SECTIONAL ELEVATION SCALE j"c:c(-o" 'o , I ") I I ANCHOR BLOCK (TYPICAL) s c~r:~--~ 7:.o@ SUPPORT BRACK ET BOLTED TO FLANGE SECTIONAL ELEVA.T!OIV SCALE f'=!:_ o" 11 11 I' 6,4,4 STL. WYE -DETAIL@ M 19 @ £@ 0J ·-" e 6ll,P GATE l/.ALVE-CRANE NO. 46~. WITH IND/CA TOR 5" ,p EX PANS/ON JOINT -Ml NIMUM,XIAL 1=;',p ALIGNMENT ,,U!OE- PIPE SUPPORT-SEE DETAIL TRAVEL 0.5 GROUT TO LEVEL GUIDE ANO SPPORT PIPING COVER ALL STEAM PIPING WIT. PLASTIC COVERED FIBER Gi..ASS IN5ULAT/r1N 2"Tl-/:K • <> r"t f"> i'ANC./G.V .'OINT MU~T PRC!CE FCR : AT ERAL DEFLECTION 'coNCRETE Pl T WITH REMOVAE E g-· CHECKERED STL. UC MAY BE PRE-FAB, OR 'BUILT N SITE 3· s,.1,_ 80 YOLOY STEEL l'IPE " , t'' ,c,r ·T BASE ELBOW TAPPED Cl BOTTOM FOR, <P DRAIN L/NcAND SECURED TC BASE w/~6-;f,p BOLT$ @ @) @ ® @) @ :ii) '-'.::.'. @ @1 -fcp VAOJUM RELIEF VALVE-CRANE NO !!'55V SET VALVE TO CPEN w/12"wATER VACUUM 61¢JAUGNMENT GUIDE f" I/) GATE VALVE-CRANE N0,428-UB f i/J G.W/. Pl PE ,; ' 30 rp x 4 V.C.P ,, 4 STEAM G V. ,, ,, ,, 6x6<4 $TL: TEE - fi,4",4" STL WY£-ANC. DETAIL~ ~ 4 EXPAN:C/ON JOINT ,, 4 ALL/GN MEN T GU/OE { if>CONDENSATE STEAM TRAP-CRANE NO 98/0 OR ARMSTRONG SERIES 800 @ @ @ @ @ @ @ ~ ' ,, '4 STL. '.,O EL.BOW -LONG RADIUS {' I/> SEDIMENT SEPARATOR-CRANE NO 988:!: . P/PF HANGER-GRINNELL FIG.IOI B 4,,HOSE CONNECT/ON-INTEGRAL FLANGES TO SUIT FL EX, HOSE ® STEAM '' II $3TL.BLIND FLG 41>HOLE CUT IN CENTER p"c1.P, wjwALL FLG,-ONE FLG'D END 4"STL.STEAM INJECTION PIPE ONE END THREADED -WELD WELD l,DIA.OF FLANGE i FRONT ELEVATION SIDE ELEVATION TYPICAL FLOATING ROOF Pl PE SUPPO.RT BRA.CK ET NOT TO SCALE DETAIL~ /9 Q d lu a:: U) <( SECONDARY DIGEST EA ROOF BOLT TO FLG. PRIMARY DIGESTER ROOF-~ ,, EA.4 OUTLET FLG.Dlk fsTL Fl Q I- S'TEAM PIPING WYE SUPPORT -------------'--- I N C. ....,. M-19 FABRICATE FROIJl' ~ DRILL 36 H.OLES AND ~~ TAP FOR-i'l'CAP SCREWS TO MATCH VAREC COVER PLAN VIEW ,I ,~ NEOPRENE --~ GASKET FULL FACE ,-----~--~-, I ' I I I ., I I 2~· HANDlE 1 I I f"GALV. STEEL PLATE-tyf-!_.I_, FRAM£ ANO COVER I I . . 22-1. ,i, GALV. BOLTS 22-/f rP HOLES • '-----30 4>MANHOLE COVER VAR£C NO. 220-82 I I I I L _________ ..l FRONT VIEW SCA LE t'':,, i'-0 ° . ") ·o • I "' ") I -t , ~=:--6 C.I. SLUDGE GA$ MAIN . " 9-0 • ,> II . 6•6•3•C.I. M.J. TEE LOW POINT SLOPE PIPE /.86% ~-~------111----"----'1-----alt-- M.J. PLLJ G ___.,____. M ,I • r j_ 4> • 10 8 REQ D WELD TO FRAME SECTION@ " , NEOPRENE 6ASKET FULL FACE MAN HOLE DE-FAIL @ SCALE /":::: t'-.. 0" M 8 '1 'c1.F. Pl PE TOP OF DIGESTER , ---84> SAMPLING HATCH VAREC N0,42-81 -- r,.MAX SLUOG. E LURFACE ---~~~ SAMPLING WELL NOT TO SCALE SECTION ..J..~ ' If SCALEz •l-0 EL38DO MANHOLE STEPS AT l2"CTR$-W.I. SHELL MANHOLE DETAIL(J) e"t, CJ.I: Pl PE CENTERED OVER OVERFLOW PfPE TOP OF DIGESTER ROOF " ~~--8-t> SAMPLING HATCH VAREC NO, 42-81 B<t>CJ. OVERFLOW PIPE ----- 'c -I I') STD, 24,'MJ,NHCJ..E COVERf FRAME , 64> C.I.F. Pl PE SI__UOGE INLET 2:0 SEDIMENT::--_ ~..:_,;·;;_:;,t;;j_ TRAP VAREC NO 233 6AUG£ GLASS--:-::z~I VAREC NOZlfil 6t C.I.F. 90° ELBOW ' GiCJ.F.PIPE TOP OF DIGESTER ROOF 'o, OVERFLOW CLEANOUT NOT TO SCALE SLUDG~'-'.!!__L,fT@ SCALE 4 -I 0 EL2 ,tO EL 25.65 GAS SYSTEM AND DIGESTER DETA/L_S F.J. TEE fVALVE f UNION • • 48 I.D. S7'0. CONC. fCCENTRIC MANHOLE. j • j'<t, WI P PILOT LINE J.~ FLAME CHECK VAREC 1N052 PLAN VIEW 6) -STATION I • 3SO S 678E J ♦ PRESSURE RELIEF ANO FLAME TRAP VAREC NO 440 3"W.LP., a; 246 ATTACHED TO ::/'PIPE ~EL~5.5' ~· SI.,_,-· ' , I 3-6 ,----------------7 --- / WASTE GAS BURNER I I I I I I I I I I I I I I I I • "' . I ") I I ~------~---------J-~...L..- SLOPE S£"C'!JN/JJ/RY STACK-M/r S7.71!JIL 'SS ST't A P' · "F ., ; I' 1[/· 1,j 1, ':>1f'f",T5 J' 5/IT U .. 1 I'/ . 1 · · · ' . ~!I/JfVN. ,__ ___ STA 110 N 39 D 5 C,,&'i E ,,..3 NAST!: !iAS BIIEN!'E- V"AEEC #2. 232 NIT/I AUTOMATIC ltIN/TltJN " ~-6:i ANCHOR. BOLTS 4--1-J♦ DEZURIC 10/F PLUG VALVE-LEVER OPERATED STEM HORIZONTAL 3''suPPORT BRACKET w/FLN6., ANG. BOLTS¢ ADJ. COUPLING 0 · -l ' " /-4 ELEVATION VIEW EL29.00 GRAVEL --- f WASTE GAS BURNER PIPING SCALE /' = /-o" ..fEE M -/{)A Poe. EEVIS/0}.JS ENGINEERING ENGINEERS 0 "' ' (\j - --SC IE NC E, I N C. M--20 NSULTANTS Elliott 9·1311 . <( ·-1/) _, -J ~i:t ,.., (_J t,-._ :ti:., -C) I ,J / / 11 4''c.1 FROM ')(_ 2 P.V.C. BOOSTER $TA. r, CHLORINE r,, 1i SOLUTION I i 1 I 11 I I t I ! / IT I 11 24 -I I ·--~-7+-···· ---. I I : I I I ,6 ,' 3 11 i1'6Y' : 1 16'-a~ 1-'--"'-"i,..-:---"'-l-:.;...;:;t-'+-'-----:,.t,.. 2' P V. C, BALL VALVE w/ . . . \,( ROAD BOXf OPERATING NUT !'~ID" ~ R.C.. p_ ID __ ..,,,-4" f D1/cLON D. 1/1£. Sift', Tl~N LIN£ I . " UNIT 3 ENDS AT STRUCTURE (, ' ' ,,,.---~_-,.-:::(.: .. ,·.).s:;·' :· PIPE IN UNIT 4~ P.V,C, UNION I I • I , I • r-= :i=;::=1~~:t:==~--il---1--r----t'~-,- p OPORTIONl' 4B :;413• CL.R, ! ~ 1 4''R, ->---_,,,,, ..,,.-~ A N CHOR B O LT$-TYP. T,-~-....,,,...._='"', 7, TYP-OPPOSITE $/DE WEIR OPENING 1JJ'I 9'' 9' I I R. TO OUT FA <;_ HL OR/NE DIFFUSER ·7™ii+1.-~~'3--,+----/'-I~--+'-··-········--··-· SEE TYE? DETA/L- SHE[T M-1 ,, 42 R.C.R /'REDWOOD COVER 62"0/A. • NOT£: AREA TO BE COVERED BY /i"RECAST C.ONC. SLAB SHOWN THUS.' l><I I 10" s' -- PROVIDE NOTCH FOR FUTUR£ J C-ATE-FILL VfASPHALT / JO" I 364.75S 161 ,92£ G.SEAT- FUTURE• £NT# ' PUMP : I • (\J - • (\J - GALv,. ST1L, F{;'AM€'tCOVER D.LI-IAMBRA A 1085 " (\J IZ' 0) 1! Ill I OPF:NING TO ' SUIT MFG, EQUIA 10 81-2' PLAN AT OPE RATlNG L E V E,..::::;-L;;___ r-- I 1/. , 2 SE-CT/UN 5 CAL£: ~"= /1 0 11 (R[P 769) EFFLUENT PLAN ( I S LI DI/:: GA T f: FRAMC m SE~ 1011 !LG AIR RELIEF VENT ARV 123 Lu -1 <I: <..) U) 2 ~ 0 <': _, 1!2 I ' i • 'I' ,I (\J SAMPLING STATION ANO SECTIONS :it." ""s ALUM, PLAT£ / • I½ (!ALUM .. ..,,..,...,,- W,I, STEP$ HANDRAIL 31 LONG CTR, OVER STEPS.,, CROSS'BARSe. 6 I , I I i ' ' +-iy I I I I I I I I I I i) I I I X I\_: I I 3~3• ~ t---------------'-----"--4'-0" j ALUM, -WEIR FRAME WELD(TYP} ------0- 4, /8~FROM ROOF EL.. 24.83 . ' C "-'l " "' 'I "" )., . ~ ";' • " :-, - 7. 3''PQLYETHYLENE FUNNEL W./. STEPS " 4 12•' c.c. -~ d===f:J TO (RV.C. SUIT APT- i"GATE•.,..,...,,...-'-1 V/J.LVE J{1FLEX LI ~J E E QP. SIZE REFG, PROVIDE $RALL H. ,J..E IN uP 5 GAL, l!:L. I 8.00 SECTION 5 CALE: !'2'1 = /~Cf' WEIR CURVE DATA X· FT Y-F7 H-IN;' 0,¼';.Q 1.32 9 0,15·7 o'.4' 0.98 ,, 1.209 0,2L'l.. o:.6 1.57 1.12 s o,5()( o'-e' 2,14 1.060 o.667 o~,d' 2.16 1,005 0.83 , " I -0 3,.35 0.95f 1.000 I :..2•1 3.94 0. 916 /,/ 6 7 1'-4" 4.53 0.88'. 1,333 IL. 6" 5. I 3 ,~. 8~ 3-§' DEFORMED ALUM. BAR$ Q.854 1.50( S,68 ' d 6.3( 0.825 1.667 1-10 1( II II ~8 '2 ~ TACK WE"LD TO FRAME (7 REQ.) 0.804 1.833 , " 2· 0 6,9/ Q.74r 2.,33. , " 2-6 0,7 2 3 2 .. 5()( 9.24 0,706 Z,C61 986 0691 2,83 3'. o'' IO.J5 ' " Off> 76 3.Q,M 3 ·2 11,03 0.66( 3,/67 3'.4" 1/,62 ' " 0,64( 3,333 ,3-6 12.22 0.6363~Qr 3'-8" I2.EI 0.0243,661 3'.1d' t3.40 0.616 3.8.33 4'-o" 14,0C PROPORTIONAL WEIR SCALE: Yz" = J'-O'' 15 0 EA EL 30,30 " /Y2 ¢ALUM, HANDRAIL $ti£ ST{). DWG (SPECS) F, G. EL. 24.00 ±: BOX ANO COVER 2"P.v.c. CHLORINE SOLUTION /1P.V.C. BALL VALVE \,\1/ OPERATING NUT ------.:.,!' -----, ,{c_1. FROM ___ -'""':·,,,..1-t-____ .,_1 BOOSTER STA T!ON .. -·:L,, -,." -'"', ·•-~§\•t'"~- ---...c...-~..,..;4CHLORINE DIFFUSER RUBBER LINEDtf. CO VER£D ORIFICE TYPE II ,i (/2 HOLES "; 3 O.C. " 1v2 AL UM. PIPE field e;<rf'J'lf?l'JCe on -fh;s / Je.fal/ -,JJOT SJ!T/.S/J,CTORf 'It ~,,t-.,J '1f3 BAR (A LUM,) I " /1.i AWM.1£ 4 DETAIL I N C. M~2I ,· ' , 8¢SLUOGE BED DRAIN HEA.OERl SLOPES AT OAo/. .I. . I ~:t -.I I l.. I MANHOLE 1 STA,730,0 S i?, S/JRFACeD SlUD6 E BoD SEE SH7' M·2JA RJ/! OETA!LS PG EL 20.5 ., 5"¢MJ. C.I. SLUDGE L /NE .SLOPES AT Q.6.% , FG EL O 0.G. SURFACE ST Q. C.0. 20.5 "' '--•V7 ca 'I ,, " ,, " ~ .. -~"-•"•• ---·~-------+-., 730.0 S STA. 763-5 E ,, 1-,, " ,, ,, '• ,! " " " " " ,, 11 I II 11 ,1 II " 1, ,, I " t+------· __ _/ 2 ... -.-... 9 ···--·-· ·-.. ······- _l • BUILD GROUND I TO HERE~. -_____ ""' __ _ ---.. ---.::..~<il -~----~ ALHAMBl,A CRCOVE A-3C.~0 T-2 £L 220 TOP TRUCK RUNWAY • 0) I TOP OF Fl LTER SAND EL.20.CO FG\EL 19.5 · ,.---_ _ ,~ _____ _,,, __ --·-','---__ ,* __ --✓-----·------i--~· '<n .... "Jf----~----------•-~-~--,--r,--~--+r,-----1:j'.',-----'l'.'l--~~~l;I~----, , I t I -··-·· -----···-·--_______ -'-;' -____ ~-_ ~ ..• -0;t•~ •·-~ ~ -,.I~ -~• ~ -1,P -~ --~------,:4 ----T ----' -- t I ' ' J -'----·---~--I I I I I I I I I " 4-2-:,,6• REDWOOD PLANKS ,d-6" LCNG -,JJ.4@181 EA. WAY • • ,, ,, ~4@ 18 BOTH WAYS, CTR 0 STA 745.O S 204.0 E 4',4',5 REOWC>O~··---., POST-8 R,EQ'O. V) l<j 0 "' ' . 0 "' '11 .,. "-"' 1 I I I I I "-I l I l I I I I ...... I I I I I : 1 1 I 1 ~-.. .-1 l 1 1 1 1 1 1 \uh 1 1 r I J I \. ""'l I I l 1 : : I 1 1 ~ ~ I I 1 ! U) l.iJ , .... I' I j I I ~ I I I VJ ...... I I I ) I -:::, ~ J I l O en, 0 t.o 1 1 1 1 1 l , , I I r, t:'J I l --.! 0 -:@ I I I ::::i\:. I I I 1 ~ ~ "CD~ ; ! : : ; ~ : : I : I ~ , l I : I I ~ i I : I -"" : I )...: ~ ' ! I I I 1 I I I I V) I • I I I I ', I I I I V') I I ! I l I r7 I r;, I I ' r;7 ' I r:7! I I !Li I I 1~1 J _l_!J . , I I I I 1 I I I I I 111 I I J!J ....1.. 1 1 ' I I I tu lfl 00 en lO . ;:! (j) IMBED 3,0 BELOW FINISHED GRADE ···--. sT·D co: • · ' ' " : , : 11 ' --~--"---.--~ , "1~sro.c.o -V i ,i5:i,:swOGE~1NS:AT:o.6"47: :: : : i: : ; ~s,p. S·0· ~L ~-....._ ~~~~-• ,~~64>i"LUDGE~JN£::AT10.6%71 II I I Ii_ I I=-11 -! l=-.,.a-=:i:::::::rt=-...-_,-==-....-:...-;';;;;;.r:J=--l-~+e:4'-~r,::.,_..,.,1., ... ~.,~-,.,...,,..L~...:~.!!!!!!~ .. ..,.,._""'...,""'"'~*,:r:::,l,"":s:r.,=;:t:;= ~r-~..._~IIL.:""'-~'"'--=~--:1 FGEL200 -cor, =.1·===-,=F-~"''·1"-·•✓=:F=❖=d=•==•~•"❖-1~~~~., -ill' "' "F.G -L207• 0 ' " , ' n , , " ' , ,, i,Nv. EL.l,6.6 i 20.?r; • □:.l-I t I I II I Ii ! !1 l ,: ~ ..... I'\.. I II I [l j , II I II I 1 1 ~-~ ...=::::::...,N.,:V.~:, 11 1 4 .3' 4 , : :i : : 1~1 : : 1:1 : : 1:1 : ~lu UJ•~ : ~ : i ~ : j ~ : : ~ : : l.:J :""71 L..........I 1 • L.:J 1 1 L..-........J 1 1 L...-.-J 1 1 L.....J 1 01.f) Ql.l') I I 1 1 : I : I t I l : : j I I ) ! I I OlQ O>ci I I I I I I I I I r-I (/)1.y 1 1 I : ci:'1 : I 1 1_,_I ~<\l ~~ I 11 ! I 1,--------1 I I I I 01.Ct ' r r ' i -I )... t, ~, -I I i I i ....., t;J--....., --.i-I ' I ' I I I I I I d (l) i I i I • ' :.. t i I , r • lf.l I j I I I I I o,~ 1 I 'D' ~ 1 l = rr I I I I I "' 1 1 1 I I I I I , cj t"-I 1 1 I I I 1 -...i(.0 : : 1 : 1: : : 1 I ~-t; q-r-I l I : 1 I I ! I I l I ! I ~I I I I I I tq'-(J) I I I I I I I I I ) 1 1 1 , 3:; 1 I 1 : I • I I I I I I I I I I 1 ! 1 <'.1 r I I ~ I I :-;;( I l l : I I l I I 1 I l ! I :::::-, : I I l I t-..: I I I I I I I I l I : ; ;I : ~ : ! : : : : (j) : : : : i : ; : ! I ' : I I u l l l I I I I I I I r I I I I U)l. ' I I : ~ 1 I 1 1 I I : ; 1 : I i I I I : 111' ,..JL~:d,,!,4,,1,,=;a,: =b='=: ,,!,,,±,1,e_±:==1:c~~ .. :, =!!!!1-... ,,,i:_-~,,.·--,-... ,'_--===''---J== _J -1 I. 11 ~ I I I I ---··· ---~ ' ' " TP. (, r.)~D~ . /: ( r ,,,. CAI/ION D f'ERl'ORA UJ , Y,e -• . ~ {/) F I . + 30-0 , _______ 4_5_6 •• -'o,__ ________________ _ PLAN VIEW II I 11 SCALE 2--10-0 8 . ,, 6 ¢ LR., F.C.I. ELBOW 0 ..,, '-D 9 \0 ,;, .,, ,, " /' ,,, ,, , ,, PLAN VIEW ' " ' ,, SCALE 4 =l-0 J STANDARD PR£CAST 12''¢ 1.0. CONCRETE DRIVEWAY ENTRY =----=------- TYPICAL VIEWS 252 S ~-STA Tl ON ~7-6--c-4 -Ec--- • IN MAIN WALL SECTION SCALE i_"~ /-o" • IS ¢ALHAMBRA NO.A-1074 MANHOLE FRAM£ AND COVER MANHOLE RINGS ---=~ W.I.SJ'EPS ON 12 CTRS, 0 d "l CONC.R£Te; SAND F!L/.. & 24" .;--0/l:U!AJ :o· PIPE: 'J P£1(nil::.A!/Oil 5 /)!jNN TYPICAL S£C.7-DRAIIJ LIN£ No SCALc 6~¢DEZUAIK 118 F PLUG VALVE W/l;IYCA R0 FACI N6 / 6¢ 22; F.C.I. ELBOW EL.21,50 6"1 CJ. Ml. PIPE---~ FITTINGS WITHIN PIT ARE FLANGED ( EL.20.81 -- 21/JCRANE 440~6¢!0£:ZURIK 118 F GATE VALVE PLUG VALVE W/HOSE F/TTIN I l . I I I Ii' 1 12•+ .. J:4_g~._1,.... ~·2~---~6~••_. ___ 12_'_,_,' e· -o" ~-----····--····-······-·------------, NI-IOA FOE: REV/5/0/\.JS DIGESTED SLUDGE SHUTOFF 6• SAND LAYER . LEVEL AT EL 20.0 19-• ' ' ' I 0, I i 'C\J I ! AND BLOWOFF STATION SCALE ;{' =!-' o" \0 • 0, ---- ' i<) , I e' -6 EL 20J 7 ..-:... \o 6. T•---'•'{-::::..0~ /-s',NrER,oR wALL"-,...-,~·:r- 1 2-0"EXTERIORWALL/ + 0, , I I "'' t SLOPC 1:40 TYPICALJ TRUCK RUNWAY , SEE DETAIL TRACK RUNWAY STEELiTYP. LONG3"'4 BARS HOR: .J> 3,0 24" i : EL,£() 25 i'l-l.5 -EL 20,00 / If, O O ==16" SAND ------t6" GRAVEL 1 VARI ES FROM '2.{)' TO 3,4 5' LH/GH F'OINT J!~4",p PERFORATE~ C:,AR~-~~ 1 e,,' DRAIN SLOPES AT /,0'¾ TO HEADER GRAVEL FILLED Efrv ci;t· Nonh E:_nd, :a. -f../7,05" TRENCH 20"W!DE · . SLOPES AT 1.0% Eltl/-.,.;t rou-H, ,E.n,I "'+J8,SO SLUDGE DRYING BED TYPICAL SECTION -SCALE rt; .. ~ (--o" IMTt ".4.5 BU!L T" fftP /{l·,£,5 0/(7 e_.,'·; TED ,, 6¢MJ, C./. CROSS- ---------------------,-- \ 6¢MJ. C.I. 45° ELBOW \ 4",p::,U!C8E BED UNDER.DRAIN AT I.Oo/. .J SLUDGE DISCHARGE AND BED TYPICAL SECTION -SCALE { • (-a" SLUDGE DRYING BEDS -,,,, ,ifJ 8dlL7 ? :fr /31//Ll" PLAN VIEW ANO SECT/ ONS C tcJ _ •n•"-. ...,:...,.,_~.,.,•~.• >f ,, ·-3@12EA- WAY CTR'D -,.t 4@ti/ BOTH WAYS,CENTERED (TYPICAL J . 6 I UNDERDRAIN / ENGINEERING -SC IE NC E, I N C. ENGINEERS AN 0 TS 1 5 0 E A S T F.A,.0 T H I L. 0,t~i):iil MIRII ,,~A .. -HI A EL.1111,tt 9·9381 M-22 ,, NON-CLOG SEWAGE EJECTOR ,,-/f PRFORATIONS / ' _4,j SLUDGE BED DRAIN PIPE7 SAME PIPE DRAINS TWO BEDS PERFORATED ---~--~---~-~----·-----··--------. -------------~--~-~~·---" ·---"·---~~--. --J•~~-~~-~-·-----·---· --2 HP-RAT ED 100 6PM AT 30.0 TCH ~NO PERFORATIONS -/8.0 /,t CHECK .3",pc1 ELL7 VAL'IE7 VICTAUL/C , I I I I I I I I I If I I I I I I I I ti '--i=-11 I I ~ I I I I I I 8 ♦SLUDGE BED DRAIN HEADER-NO PERFORATIONS SLOPE-0.4 X s;; •I I ji I! , -. 8X8><4 REDUCING TEE I I : ,' I I I I I I I I I I If I I I I I I : I I ii I I I I I I I I I I I I " --- ,.. r I FINISHED IS LEVEL ¢ ,..,. -=-------~--WWW - \ r . =-~~ . I \ SUP.FACE OF BED SLOPE 1.0% -------------------~----..; ::::.:,,: ::...; -.,.,,.. _ _.__ --------= ~ m.:.w•~.._ ::;:. ------" ,f I W , ,, 6•5-S•S-5 CONCRETE SPLASH BLOCK • ,r· I 8 ><.30><4 S CONCRETE TRUCK RUNWAY " -- -- . ' ' I I ' . - -------------~-~-~-----------~-------~ --~---------- ' FOR REINFORC~T DETAILS SEE - M 2 ! • I II s·-o· _45-o ____ _ I----"'---'=--++<---------- ' . 9 -7 TY Pl CAL SLUDGE BED PLAN VIEW .3 r ,, SCALE 16 =1-0 , ,, !-,--------------------------· .... ·----------------_________ , __ , ___ ,_ -------___ J77-__Q -- P~FERENCE LINE ELEVATION 22 TOP EYTERIOR SLUDGE BED WALL , 1 £L IG.55 4' I/! EL BOW ---.,_ +-,_,_-,- 1y II 1/ 41/> CAFiL ON D e",t, SLUOG E BE,· ORAi N HEAUF.R -V,C, CONNECTION DETAIL AS APP'D BY EN(;/NEER TYPICAL HEADER CO ,'V NE CTION NO SCALE ~Q?-.1:.., • .302 7645 - -SECTION SCALE /''=. 2 0 0/GE~iTEO SLUDGE DRYING DETAILS AND SECTIONS I t I I /-6' -~-------.,.-.f, t I ---••,,-,~,.- - -- I I 11 I I I I I I I I I I I I I II I I I I I I -----:;.:rm rm-~ - ' \6 C./.P, -- I I I I 111 I I I I I .~ .. -11 I I I I I I I I I 1 I I I I ---~------- I ➔I ~--c..----=!J -:--~----- 1 I I I I I I I I I I I '' I I I I I i I i' I ' I OI I ! • ! OIi I -+ i I • l -+ i • I 01 I I I ' I 0, C GROUT BEHIN BRACKET I CHECKERED ' STL_ PLATE It) ,.., l I I ----------------. --___ -___ -___ -____ -__ -_,-t----~ ... -------------------,-,--~-•• --,-~ -,-c··, ---- ,, I l 4,PCIP----:;>1 I -"--", I ,, I. I Rf:MOVABLE 4 .PELL~s' ...... ,...-, CHECKERED E TL!'t-1/_f'E,,,, _. PLATE-i" THICK ·J_ _ _;:1 ~/ '.._. FLOW Ei'<P SLUDGE BEC - DRAIN PIPE AF<MCO MCOEL 20C FLAP GATE 8",t, -,STATION~g~4# s 0 ' 0 r---t--3¢ GATE VALVE . I lx 4" REDUCING ELL CD I Lt) PLAN VIEW i COUPLING I I SLUDGE BED EFFLUENT BOOSTER STATION I ,1 , ,, SCALE 2 "1-0 ;- RECESS TOP TO RECEIVE fl, GRATING, ANO CHANNEL _,,,,.-TOP EL 27.0 e-=s=--ARMCO WALL BRACKET PROVIDE ARMCO STEM GUIDES AS IN MAN'FRS RECOMMENDATION ' f G~UND EL.2 5 ! " '4"tit-----48 I.D. R.C.R SECTIONS 8¢SLUDGE BED DRAIN /NV. EL 10.22 ~VOT IN SECTION) ,, 8¢ VCP /f.'V. EL.8.47 ' " , I " Ir <'\I 8•6 vc P REDUC£R r NOTE:A/R BUBBLER LIQUID LEVEL CONTROL NOT SHOWN r . -BEDS ENGINEERING -SC IE NC E, I N C. -ENGINEERS AN 0 UlTA s 150 r.l\'llF1RNIII .~ ·,.: JLllott t-9381 \ m • I ' • I I I I li I I I, I -!•===• : I I I I I I I e" ,su1CGE BEC DRAIN _-:s;..=-""': I HEADER-NO PERFORATIONS j' 11 SLDPE-Q.4" 1 I -I I I I .. I I I I 1 I s·•s"x4• REDUCING TEE •• . -. -. I 11 I I I I I • • 5-0 I L ___ _ , .. __ ,, , 20 ..... ... _, 4,f, __ I·: 1:1 DRAIN PIPE· ---1 SAME PIPE DRAINS TWO BEDS \ PER(:ORATED ' I ' ' ' I • I \ \ 2'-,, 4,. l-lc;At>E.R-TO SE. RE\AOVEU \ ~ SLOPE t.0,% tfx!Ox45 CONCRETE TRUCK RUNWAY _, ,., -· ,, ' u 45-0 i;.,_ 4" i-lEADER.~ TD RE.MOVEO ,, ,.. SEAL-A~PI-\A.Li RU"3SE'R FILLER 2.0' • • 60-0 SLJRFAC·ED SLUDGE PLAN VIEW SCA.LE 'fs0=i'-o" -· .... • . , ,. .,,J,. ,; •5-5 •5-S _ CONCRETE SPLASH -z''" -'' \.\Eb.DE.It: - TO 5E_,, REMOVED ,, / , ... ,. .. _, z· -1. t 1-\E.,i,.oe.'R - R'EMOVE.O "TO BE . , I I ' ' , -----+-' . 9 -7 .. BED ' ' NO PERFORATIONS -/80 -t· ' . -----------_____ _.._.,_ I I 11: I •--6• i , 'Ii I ; I ... · ,· I I . . . --__ t.,_~ ... ----_____ .. --f--· -- t 0 I ' I I I I I I I • I I I I I 'I ---------:1: -----, -+- ---------...:~------:i... _;:::i:::a : I: I I I I I • I I ~6 CI.P,--..;' 1 \ I I 1 I • l,Q I' . q, :.~•~:-=::-_-_:.:'l' --t- ~ . I' I -=.,,=,..:;;..;;;: Ill, ~ --J- I I I I 'I 'II ; I: ' I I I I • ' I I. • o,. ! . ' I I I I I'' I I --------ii, ··----__________ __,_! -----. . .... I I • i 6 ' ' ~ 9-0 '-----.................. -. . / '11 V.C.Fl K DRAIN .. / :.x~ .,.., , ... . CONSTR!JCT\0\-.\ ., . .,. ,, . ( : ' • I " ' . . . , . t----0, < . \. WAT!.R 11,.~t> C0M"1'C."T S.U~G,,:,:..t:E P~IOR TO SU'1.f"ji,,,C.\l>lG. '-St" .. I _.,, I ... 1' . . -, ..... ... -·-z, C.ONCRE'TE -~000 P!?>\ W\il-i r::.. l,Al)."1,,. ~p.,~~ CO~TENT OF <o ,., ' &f II ' ,, .. ,,.. ,. • • ·29-6 . . - 1/. -· . ' .... _,_,. I • • ... ~ ..... ., r ,t._ 5" j c.,. 6/_UDSE' /:.(NE' FROM DIG'!:,ST.ER INVER[ EL>J ?1J7' • , ,, . - . ,. . . .. ~cr'r;N ... $CALE ... )''... 2o; -~-..__._,,. ... ·, •' --. SURFACED SLUDGE DRYING BED ._,. •t.l£VATION INVE'R.T '4.11♦ ,.-. • 0/!fAIN Pl Pt IS t G5s•· SAMC: J-(IR ALL. DRAl'tS . . .. -. --------------.. ---------··--__ , ___________ _ 'PER, ~~r.K -MAX-AG.:i.Rl:.G/!lT 'E. '51 Z.E 111 l-l~ll.OE~ 6,oA.~O'=i O t-.l .lO~ CDMf'L\:..T!O~ ~"40 r • • 35-0 ......,___ ----------- • • 8-6 .... ., ;=;;---:-'.'7'.:----• . ■ -------■ DETAILS AND SECTIONS ~ -···~.-. -............. "' ___ ... ..... ,11,. •• • , .. . -"l<'",)(-1,1 .1G •.J•w.11,1-1 ,•:-:rr , ff:· fi~I .. ..i.,. I~ r•l..;I-V\' /,T .. 'I'(.(' ,I rl . -R:. CES.S TOf' Tc' R.ECi. I\ C .,. fl. G'RAflNG, ANC, •:H4N/\/fl. •' ... . . ,• t:;ROUND C 1. ... ·, !:. .. . 48 J,D. R.C.P. SECTIONS · ;,if.-,LUDC;~ ~D DRAIN /NV. E'L 1().2:J , , l:T ./: •·-r-.:r~-(.r.qr IN s ECT,ON) I ' I I ' I, ij -rur~N ON E'L.1(!47 .. I.: , -It.,... i ' I ,' I I . ... ,, -,. r ..... ' l !::!Q_7:_g: A.IR BIJBBL I:. I? _1•1:.JID LEV l:.l co1Jr/.i01 NOT :.HOWt\J - I f • I , MANHOLE 24 ti -----,-- ALHAMBRA A-1260 PLAN VIEW -UPPER LEVEL SCALE f" =-(-a" s-' o· ' ' 1-6 , . 3-3 ' . 6-6 / ~ I I/ 6-3 -1"" 4-0 __ 9 MUFFLER KITTEL 3i" TR. W/3'/NLET INSULATE EXHAU' T PIPING W/ ?[MIN' JOHN$ - MANVILLE THEr..'JoaESTOS ~....jrl::t:=== ... t+""'."'""'8"~-!ic~oi;iui;:B::::L;;iE~W~RAP -~1 -----!---SAFETY CHAIN FASTENED 52,11111---➔ I ·, . ;! • <.o ,I qi ., ------11- ' " 9-0 TO WALL RING W/ $NAP LINK , IO -I ,.. I ~ Q'.j > <.o . I 'I' ·o I 'I' • N I "' ' . 9-9 8, ,, -6 ' . 21-6 SECTION H , ' SCALE 4 "1-0 . ,t:;,;i;:,.~ .. ~-~ ;;,.. ,. t 0 0 0 ':°=~---=--,er -") "'- ' ' / ---,, ' .. PROPANE -- TANK , ,, PLAN VIEW 3'-10" PROPANE TANK - i -'-~ / .... - f'Rl'-CM7 COIJ[.',f:t.7E [l/lMPOc -·· -- f--7 SCALE -j"=f'-cj' -r-1 B-------,0 I l 0 0 I Cl 0 ! _j' 4 11 _. 3 .. '.:_/(,?_" --. I _ l,'-_.f" __ :__. -·--.!J'~;O" r--"---+ ~ -~~------., PROPANE TANK -FG. EL 29,00 \ . " I . ff'j@/2 £A-WAY "w.1. PROPAA£ Pl 0 IN LINK F£NC£--::=.H. SEE STD. DWG. > 0 -I °" SIDE ELEVATION SCALEz=!-' o" ENO SCALEj=t-' d' _. 302 -11 II /. t-(,<I 1J ~\j . ' " 2-6· I I I I 01 ~I 0 ~, ~I CUT SLOP£-(TYP) TYP.DRA/NAGE DITCH FOR SECTIONS IN CUT CONCRET£ " 12 TYPICAL PUMP PAO EDGE FOR FILL SECTIONS SCALE t =(-o" PUMP DISCHARGE ELJB 59 WELD ALL AROUND PUMP ROOM FLOOR EL.1550 -=--s'~1l c.1. L.R. INCREASER ELfJOW WITH BASE ii .f--===--3.W./. CPLG. ~==---• 3 G.S.P. . " ~-1/r/l•i STL.fe. 4"g'ANCHOR BOLTS i ' . 30•30 VENT OPENING 38,9z' \ 0 , I .. t Lu <[I~ l: -V) ..J . q: g" Q ~ :i;:;: ~ ltJ Q (j 411 I W£LD-i-- 2-f tiGALv. --- EXPIWS ION BOLTS MAKE HOLES f,t, ' . --S l 1/.5 '••i GALVANIZE AFTER F'ABRICAT/ON -$T£ADY BEARING WELD WALL CONNECTION DETAIL ,, ~ fl SCALE: 3.., 1-0 •• 1' !I PUMP SHAFT STEADY BEAR ING DETAIL Ji'i.J½t!f-4 SET FLUSH W/CHANNEL 3'' ' J/ SCALE:4 := J~O · " HANDL £ -WELD 1 ROD TO F'RAME ~ ... ' V . " Ji,f 4, I {RODS /0- EQU ALLY SPACED • FLAT BAR \ TYPICAL ' I {(>ROD T/JCK WELD TO F'RAME TOP OF---, CONCRETE . . 5it> FRAME ANCHORS NOTE: GALV. ALL Pf', AFT£R FAB N, n ~ .. ,i,d,¼4 • j<P ROD ;fV ...___ I\ ,.., " " , ~ --~ 'nrl!,;d,=====~==="""""""I --~ JJ " ~ RE~BARS - AME~ExTEND t<i x 8 LONG WELD TO FR. ON UPSTREAM TRASH RACK S !DE OF '' 3-9 ANGLES B. TO B. REMOVABLE TRASH RACK TRASH RACK FRAME TRASH RACK DETAIL Qi;) NOT TO SCALE M 4 . I NOTES: I. PROV/0£ SUITABLE G.S!? SLEEVES AND TIGHT SEAU:i FOR ALL Pf PIN,; THROUGH YY/l.LLS, FLOORS q CEILING 2. PROVIDE SHAFT ~UARO AROUND PUMP SHAFT f GAS ENGINE CII/VE A:' SPECIFl•cAT/ONS 3. PROVIDE ALHAMBRA A-3350 PULL IRONS /.V CEILING BY HATCHES AND OVER EQUIPMENT / PER AGUA. HEOIONDA . PUMPING S'TAT!ON ENGINEERING -SC IE NC E, INC. ENGINEERS PLAN-El,llott 9,9381 . ' ' _'f -.. C\I 0 -I C\I • C\I - 'o , I "l 'o I '"l 'C\I - 0 0 0 0 0 0 0 ® 0 @ ® @ ® @ @ @) ® @) , . ----·-----------·-·----·-·---- • • 24-6 LOWER PUMP ROOM > 73 °~ "'''''·/@lt""c;,: ·t~:: _--\.-~~ r------7 ,-----/~+-----'1''--------'d I ,. -0 I I I I ' ,o I _·H-----<-+41- , . . 1-6 12 1,,, " I ____ _) BEAM 40 , ,, 20-6 PLAN VIEW-LOWER NON-CLOG SEWAGE PUMPS ELECTRIC PUMP MOTORS SCALE RIGHT ANGLE GEAR DR/Ve AND MOTOR MOUNT HIGH RING BAS£ FLEXIBLE SHt.r T -WATSON-SPICER WS-37 MIN. AUXILIARY PUMP GAS ENGINE GAS ENGINE WATER-COOLING SYSTEM - GAS ENGINE EXHAUST MUFFLER GRAVITY ROOF VENTILATOR-W-R 24 WjTYPE I BASE I" , " ;r ,= /-0 STEEL STAIRWAY-ScE STD DWGS-PROVIDE w/HANDRAIL(SEE SP£CS) STEEL MONO-RAIL-e"z 18.4" w/END STOP$ f TRACK SWITCH£$ .. . 8 • 12 CJ, INCREASER BASE ELBOW -LONG RADIUS BAS£ ELBOW SUPPORT -S£E DETAIL@ z'-8"• J'-4"AIR INTAKE LOUVERED OPENING-PROVID'f /t1S£CT SCRE£N PANELOUVRE MODEL 103 6 R OR APP'D EQUAL .. 12 V/CTAULJC COUPLING 12" VERTICAL CHECK VALVE 1z'',1ic,t.LONG RADIUS ELBOW' tz'' GAT£ VALV£ W/CHAIN WHEEL LEVEL @ ·@ @ @ @ @ @ ® @ @ ·@ @ @ @5 @ ® ® @ @ "!..EX,IBLc SHAFTING-WATSCN-SP!CER WVB-37 MIN. @ FLE:XIBLE SHAFTING -WATSOt;-SPICER WVA-37 MIN, @ @ -.302 " 12 (,-. ~ l -~ (,-. -~ '<\I R - ' 0 I -"l • ID I "l - • 0 -I "l ... - ,. .., " 4<4x/z 'ALUM., $££'STD. DWG (SPECS! FOR GRATING DETAILS ANGL E-J/ANCHO~ BOLTS-2~(}' O.C. (ALUM.) LEGEND SECTION @ SCALE -J=t-o• ~ , ,, 12 • /8 C.J. INCREASER • • • 18 • 18 • /8 C./. WYE . 18 CJ. BLIND FLANGE ; 18 GATE VALVE ; ,, I 8 • /8 C.I. SPOOL , ' , 6 C.I VALVE COVER-ALHAMBRA A230/ -CcNTER 0V£R /8 G,V. 1s"v!CTA/Jt.lC COUPLING ,, /6 C,1. FLANGE-CAST IN WALL " IS DRESSER COUPLING 4~4',/ CONCRETE PUMP PEDESTAL -ITYP) INSTALL ANCHOR BOLTS TO SUIT EQ.UIPMENT-TYP, FOR ALL EQUIPMENT , 10 C./. BL IND FLANGE FOR FU TUR£ £'J<PANS/ON 10" VICTAULIC COUPLING !o'' GATE VALVE PROVID£ CONCRETE SUPPORT BLOCK .. ' 30 GRINNELL FIG. /99 PIPE SUPPORT BRACKET-7 REQ D WITH FIG, 197 ANCHOR CHAIR 1o"c,1, SPOOL WITH FLARED END ANO ATTACHED WALL FLANGE j Fl[MOVABL E END CLOSUA£ PLATE FOR MONO-RAIL OVER DOOR 42,RC.P LINED WjP.V.C.-300 DEGREE LINING ANGLE " 4:_ ~ SL/OE GATE TRASH RACK-SEE DETAIL @ M/1.NHOi,, E STEPS W,/, 12"0.C. ., ' , ,; , • ' ,1 f,.-----'=3'----_.:,0'-f-----_____..!'__,:2,_-=6~ _____ ~+.------_____'." •-6 Sf;E STRUCTURAL DWGS FOR RAIL { SUPPORT DETAILS SUPPORTS FOR RAIL IN ACCORDANCE W/MAN'RS S 80 TRAMRAIL ---:::z:::;~ SUPPORT ' 0 • I Ill 61 { Pt.MP EL.I 7.33 L OWER PUMP ""' ROOM 1 . .. . .. 62 EL 17'.33 5-11 6-7 I . , II 6-0 ____ , - ® ALUM. GRATING-SEE SEAT ANGL£ DETAIL ABOVE . @) ti."WELOED ALUM.HANDRAIL -P£RMAN£NT SUPPORT-SEE STD. OWo.(SPECS) @ '' II 2, I M.I, REDUCER @ t{'G.S.R HATCH DRAIN-SLOPE AT 27. TO DRAIN @ I 11 I II " ,, 3-10•3-l0 GALV,B/LCO TYPE A PUMP ACCESS HATCH @) PUMP CONTROL ELECTRICAL PANEL @ " WET WELL SUCTION VENT-l5SQ,-16GA. GALV. STL. @ If • II • SUMP WELL -/8/P, 2-0 DEEP GL BASIN· @ SUBMERSIBLE SUMP PUMP ® " ORY WELL SUCTION VENT-15 SQ.-16 GA. GALV. $TL • ® J II I i; 8-0,8-0 LOUVERED STEEL DOUBLE OOOR @ ;"II/ 4-0x4-0 HINGED GALV.STL. ACCESS HATCH-ALHAMBRA A-1085 ® /-r!: • 81-0" HINGED BILCO TYPE"VA.ACC£5S HATCH· ALUMINUM ® . -24,t, SLIDE GATE OPERATING WHEEL W/HPB PEDESTAL ® WET WELL EXHAUST FAN ® DRY WELL EXHAUST FAN ® PUMP WATER SEAL UNIT ® • /<P GATE VALVE ® @ s'--10' ~------4 ~ l-9c...·· ......,__;o,_3_:-"-o-"-+-"'12 .. " EXHAUST HOO : ALHAMBRA A-2I @) @) @ @) @ @ @) @ @) @ ® @ @ ® @ @ ® @) @ @ r I I· / • • /2-6 _&!- -~ / SAFETY CHAIN EL 38.92 I I -----~~-- FGEL29DO 0, • I , "l -EL.25.05 DISCHARGE q;_ --------l-----L' t;i.<I> BEECO REDUCED PRESSURE BACKFLOW PR£V£NTER " I z BRONZE HOS£ VALVE SLOP SINK-£LKAY MFG. CO, OWG LK 208.3 8 WAT£R CLOSET FLOOR SUPPORTED METAL TOIL ET PARTITION AND DOOR I " 31PC.I. SOIL PIP£ AND FITT/NGS-SLOPEAT27.,TODRAIN , 4 ,t, C,1. SOIL PIPE ANO FITTINGS-SLOPE AT 2% TO DRAIN • 2t/JCHECK VALVE-CRANE N0.34 • • FAN EX HA UST VENT$ -12 • 12 -/6 GA. GALV. STL . -PROVIDE INSECT SCR££N e"t C.!.P. SLEEVE (TYP)~PROVIDE tu/TABLE SL£EVES PASSING THROUGH CONCRE T£ WALLS f<t> BRONZE GLOBE VALVE FLOOR DRAIN-JOSAM NO. 304 US HANGER INSERT -GRINNELL FIG, 282 (TYP) ADJ. CLEVIS HANGER GRINNELL FIG. 260 (TYP) ( G.S,P. $ Fl T TINGS FOR WATER SUPPLY GALV, WATER PIP£ ST/,'APS GALV, BLOW£R DUCT STRAPS FOR ALL Pl PING /GSP f FITTINGS FOR PUMP DRAIN-CONNECT TO FLOOR DRAIN TRAVELING HOIST AGUA HEDIONDA PUMPING STATION ENGIN-EERING -SC IE NC E, I N C. flr1-25 PLAN-s,CTJQN --0£.TA/~_!i ,.. . . · :£'fit "\::o··; ..... ~;:·"':'"";~;;+~.-. ·· ENGINEERS l 5 0 £AST Q l,N I k~ ... !H,~Ml ~"' --~· ""'~:·.-~·~·~·-:.~· ·~ ,"' ., . ' --·"·- .\TA .. , V • t I , (tit N .I A '!'.',;,\;··~ --.,;II;_,·+ , • ..,, . . , .... ' . 9•t:Sll t I £ L. 39. 2 5 l 'h, I +- I UPPER PUMP ROJl . +I "·~"' "-QC, en-+--t 00 32 ------- 3 0 .-------- 2 8 r------r- If 14 ' I I a,: cbl ~ I LOWER PUMP ROCM 10 EL !7-r---------··10'-C"-- ~ --- NOT£: PROVIDE TRAP ON DRAIN FROM SLOP S:INK 1-.NO ON FLOOR OR/4/N FROM UPPER PUMP ROOM, ~ --------12 -------------('\ /NV, FL.f~_.:·o ------------~-------- i _, 10 ,-------------------------- 1 ' er 6 I ------ 0 0+25 ..,. 302 ....... , 0150 ' ' : ' . ' SEE DETAIL ¾ S ECT!ON .,.n '/--f? C.t. 7 6 ,; ';.J L -~ rl 1---• !._:':_· ~::;~'_!bS.,~:--;----,---h;iw,;.--::,.._-'--"''--'"--''-/""'"'.~~/_.z_S ,.,,.. Jt!O,'(.~ l;HKD. l 5 0 r :,WI·./. 1:;, 1:,1 s~ o'' ', ) £L16 e3 / I ' , 0 \() "' ,,... J; 0 F.G. EL 2g.oot. ,-,2"A.C. SURFr<:NG 37 EL, 22.0±. FOR DETAIL 5££ SHEET M-1 I I I I I I I I • /NV. EL 20.00 \ REMOVE BRICK 8ULKH£AD 1 MAKE CONNECTION ANO GROUT TO SUIT. ', THIS CONTRACT \ LIMIT OF WORK Ii\ \ ;,;-;;---------------------------------, .. --------~----------28'--0" ... 0+75 /tQQ l~G U/-\ ----~-- ~,,A NC HOR z BOLTS \ J ,:,"¢ C.J. SOIL PIP£ LIGHT WELDED ./'!Jli,,c"SJ££L BRACKET N0.i ('l',.'/-,,':Ctl. FIG.194 NO SCALE -0: ~--tlj tL LO -~ ~ ... , ....... , .. -Q :;: ______ --------------------------------------kJ er .. en , .. , ... , ... , ,:.f .,, . f -, I .--, '·· -i : • -;:· -.. r . . I ,_ -. I . , __ 30 44 0 <' 4J 28 42 . .. --,--------.. <;rJ ... 26 ,,. 261----i 3 Q ,.-·, ,-_ . . .,-I "---' ' ,--, J' ' 0 r f T . /"---,_.,, V .. ",. i • : I: ,' ~ / "c J Q' .J • 1--• • en s; 1-1 E-D ION DA. ____ pu fill P_!_0!_G. _Ej T~_!-LQJ\_1 _ ' : •o" ~ -~ I 6-~ ' --~ ..... --- PLAN -"'---, -----II - SECTION -~·-···"···-··-··· ~, ,,., • 0 0 0 ... 0 l STOR!i,1 DRAIN 1N/tJGWA LLS ----------;,;S,---,C"""A-;--;-L~E~-~ '' ~ I~ 0 " TOP / _,.,,,,.,.,,,// /,/;·;: C . I · f/f50 ' . . -i , ' C1+71..-' .) I PLA.N NOTE: REINFORCE WALLS 4 FLOOR SLAB WITH clt4@ I;! BOTH WAY$ 1 CENTERED. SECTION . INV. !:." L. THRCST 8,60 8L0CK . I ------------t----- f I c;; 'l "' J; ,._, _, .:., 'J) :,.. ·J; Cc k -"-UJ >-c-s:: , .. , :i: <i:' ct-,-. :::.:,1---j;r \}. "' a2: Li... 4J (!) u:C ~ 0!..u 0-J 0-C: 0 !:::-:C1 0;:: UJ a-, '+ Cc:;: k<=I -g-llJCi.u -<( :!:' O~ ... v--, ---' ~ -· . -i~-.44 142 : ' --,-..,__,I 4 a I i 8 .3 .36 34 i ------1 .3,: ' I -------.-------------------------! --------\_ 30 ' I I .. ' ----. ------4 .. THI.'!_< T P.(.C'C Kc; -;HALL F;E ( Cl\i C. ·1~:·'i r·fi--;:···,.1TN·--.-;-:· ·:·· ,,.· :_·::. ~: ;._-,;-..,., .. : 1.1. "'· , l\ircn ;1✓ -' , . ,r:l _·f ---;. tN·ft -P-(jt;;J -A 0AtMS+-.. 1.,;N-t,-/5-T IJRP E (,RCiJND A D ¾ tir rrf'E DIA. i lf-QQ if2 5 I I -i .. /+50 ®-' i \) -' ---(\i IQ ~ h, • N -.. 't ' ~ ~ 1-9 ..._, • I (\J , ...... 3--• C) w ...._ -~ -. ~ !'I) 't ~ l h . --·--·-- N, --...... ~ cl.a • ~ .. . 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