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HomeMy WebLinkAboutW_5206_S113660 :I: ~ w ID C • BA ICE R '~::+---=,;/.f..-;A~D~A~M~S--------'A::_:>c,E"To:; -·ORANGE IL 0 (.) (' CITY OF COSTA MESA VICTORIA 19 TH ST. COAST CO L L EGE t-------.:j3/, 1-------lO A A NG E C F.&111011 ,I Q_ INDICATES :REA SHOWN ON LOCATION MAP 0 C f VICI N ITV MAP ¼ 0 ¼ 1/2 J/4 l GRAPHIC SCALE IN MILES SYMBOL LEGEND ... POWER POLE 0 MANHOLE t:f Fl RE HYDRANT D METER BOX ---0-'-VALVE E--POWER POLE ANCHOR ~ MONUMENT ~x-x-FENCE BLOCK WALL cc?7 TREE !;;'-,/,.'{:} '/" SHRUBBERY _,a,.,,;v.,11,,,w ASPHALT PAVEMENT ~~ BRICKWALK l~i:.:.~J CONCRETE t ::J ~.L,..,,,--<>.::i BU IL DI NG EXISTING CONSTRUCTION NEW CON ST RUCT I ON ---i-CENTERLINE ----s-SEWER LINE -----w-WATER LINE ----(f-GAS LINE --£--POWER LINE -7EI.-TELEPHONE LINE -TV-CABLEVISION LINE -5P-SPRINKLER SYSTEM 3J:: STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (.UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT u ~ ii ·' N CI T.Y OF IRVINE U./'IIVERSl 1 't \ V" MEM RIA PAR I( RD. • U C , C01113INATI0ll ~RESSURE :lEOUCING ANQ PRESSURE SUSTAil'UNG CONTROL VALVE EQUIPPED TO FLOW lN ElTHE!I: !'l!RECT!Qr4 OPERATHIG DATA !. PRESSU~E REDUCING FEATURE: PRE'5SuRE RtbJC['RG tONIROL (4) lS1.'!. "HOR:~LLY orn1· CONTflOL TIIAT SENSES MAIN VALVE OUTLET ?R~SSURE CHANGES. AN INCREASE IN ounn PRESSURE TI:NOS. TO CLOSE clNTROL (4) AND A DEC:tEASE IN OUTLET PRESSURE l'ENOS TO OPEN CD TROL (4). THIS CAUSES IIAHI VALVE COVER PRESSURE TO VARY MD THE 11AIN 'IALVE l~OULATES (OPENS AtlO CLOSES) MA!NTAl!HNG A RELAT4lELY CONSiANT OUTLET PRESSURE. PRESSURE REDUCING CONTROL i41 AD USTt1EITT:-JURN THE ADJUSTING SCREW CLOCk.lJISb 10 !ACRE/\$ RE $El I ,N~. !I. PRESSURE SUSTAHIING FEAflJl<E: PRES SOIi£ RELIEI' Co/HROL·· (5; 15 Aj •NOR11ALLY CI.OSED" CONTROL ":HAT SENSES KAIN VALVE INLET PRESSURE! CHANGES. CONTROL (5) IS OPEN IF INLET PR!SSURE 15 H!aHER TiiANilHE SET POINT OF CONTROL (5). THIS PLACES PRESSURE REDUCHIG CONTROL (4) IN CQrt,tAIIO OF n,E HArn VALVE. If ltlLET PRESSURE LOWERS! TO n£ SU PO[ru OF CDNTTIOL (SJ CONTROL (5) Cl.OSES. nm pRESSURIZES THE MArn VALVE COVER: AHthHE tlA[N VALVE CLose-s_. stJSTAINinS THE OESiilED !11Nil'll.11'1 PRESSIJRE AT TKE MAIN. VALVE INLET~ m:sSURE RELIEF CTJNT!l:OL 1 5~ AOJUSTl1EUT: TURN Ti-IE AJJUSTING ~CREW CLOCMSE 16 U!CltEASfO it SEIIU«l. ~OTE: \/HEN MIN V--'.LVE (IJ [S '.'l: NORMAL FLOW (A TO B), rnEli PRESSURE REDUCHIG CONTROL [48] /\NO PRESSU~E RE~IEf CONUCL (SB) ARE lN COMMAND LEAHNG CON.TitCLS l(4A) ANO (SA) lNACTm, Wll;:11 MAIM VALVE (1) IS IN R"VERSE FLO\/ (B TO A), THEN PRESSURE REDUClNG CONT-:OL (4A) ANo PRESS~E REJ..IEF CO/lfRL (SA) A.RE t~ COtll'ANO LEA\llNG CD'HROLS 43) AN~ (5B}INACTIVE. Ill. LIUAL SUPPL~ F~ATURE: 'lfih MAlN. llA( E ( [) PRESSURE "A~, EXCEEDS PRESSURE "I!" (NORMAL FLOW), SHUTTLE VALVE (2) SHIFTS llNTERCOll~CTING PORTS l AIIO 2. WliEN. MAIN VAL~E (1) PRESSURE "B'I EXCfEDS PRESSURE "A" (REVERSE FLOW]. SHUTTLE VALVE {2) SHIFTS !IHTERCONNECT!t«; PORTS l AUD J. THIS DIRECTS THE !iIGHtsT PRESSUP:E INTO THE P[LOT SYSTEM. IV. OPTIONAL FEATURE ::IPERATIUG DATA ~FFI~ "B" (ISOLAHDN VALVES) j i t CKS (I!) ARE IJSED TO ISOLATE THE PILOT STSTI:K F~M MAUI LINE PRESS\JRE. THESE VALVES MUS!)' l!E OPEN ooRrns NORMAL OPE!l:ATiml. SUl=Fll "Y" (Y4ST!l:AINER) , A ~-PAI IERII STAACNER IS INSTALlE,D ttt lHE PILOT SUPPLl' LINE TO PROTECT THE PILOT SYSTEM FROM FqREIGrl PARTICLES. TliE STRA!ttER SCREEN MUST aE CLEANE'J PERIOD [C~LLY. V. CHECK LIST FQR.P~OPER OPEAATIOM:' • ( j smEM VAUES OPEN ug1R£AM IAHD 00\IN.STREAtl, [ ) ACR, REf101/ED FROM THE 1-1AIU V~LVE COVER AttD PILOT SYST[!,I AT ALL HIGH POINTS. ( J CKZ coc~s (Ill OPEN \OPTIDNAl FEATURE.). { ) PERIODIC CLEANING OF STRAIN R ('0 [S RECOl!MENOEO (OPTIONAL FEATURE), NUMBERS NUMBER 634-0251 895-0221 e11 -T,\\ 644-3011 962-2411 542-6222 after G:oo 542-3975 720-4040 1-800-422· 4133 CITY NEWPORT OF BEACH PUBLIC WORKS DEPARTMENT SEUER INTERCONNECTION UATER ~ UITH IRVINE RANCH UATER DISTRICT --' -· CAMEO SHORES --·-.,.-...... ' CQK91,U,TI~ ~1msuu llEIX/C!NG AND PR.ESSUll.t SUSTAlltlNG --~NTRllL VALVE EO.UI ?PED TO Fl,.0\/ I~ El THEA IUllECTIOII ____ ..,_ .. __ ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY BASIS OF BE:ARINGS 1 . SoWo.n-: ~· -, At--10 Ol'SPCISE. OF E.Xl~TING ,6..c. PO.VEl-'IENT 2. RESURFACE PER DWG. STD. 105-L 3. CONSTRUCT 48" MANHOLE PER CITY OF NEWPORT BEACH DWG. STD.401-L 4. CONSTRUCT 8" V.C.P. SEWER PER CITY OF NEWPORT BEACH DWG. STD. 106 L -. . . ... •• • • • . . ... . . . . "'· s:tEMOVE AND DlsPO,,:,E OF' E)CI-S.Tll,JS MANHOL..E. FILI... 'E:XISTl"-lG IE>'" V.C. P. W\"T\--1 ON~ '5 b.C'"-. '5L-U'l<.RV ,. 11'!'5TALL. t-1ETEI<. VAi.Ji.=>-AND INTE<.aCONt-.lECT FACIU"T1ES INCL.UD\~G ALL.::.PPU«:T"- ENbNT l"Tel"1St>NC>AU..Ac.A">.veMe,,.tr~ov6L~Re""-=MEN"T PER c:>Ea,AIL.S. CN ~t=.E.T NO.~ Underg,ound ktvkc Aki,t . ... NOTICE TO CONTRACTOR: CONTR~TOR AGREES THAT HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TD NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENG I NEER, Iv 1UE CtTVOF NEW!'Oii!!" BEAOl ~LE~ FROM ANY & ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT , EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER, ENGINEER, OR CITY OF NEWPOl<T e,EAC,1--l Call:TOll FREE 1 1·800 ~22·-41:JJ TWO WORKING DAYS BEFORE YOU DIG ""CAUTION"': Re-member that the USA Center notifies only lhose utillUel belonpn1 to the center. There rould be other uUltUes preaent at the work site. The center will lnfonn ,ou of whom they wUI notify. BENCHMARK PREPARED BY: '2., 5e>7 '2,!5e>7 -@I- Iii & <. I I UNIT SF SF Et,.. LF L-. "2>. L.'=>. THE BEARING OF N 49' 29' 55" W ALONG THE CENTERLINE OF PACIFIC COAST HIGHWAY OF R,S, BB-1069 ABOUT 160 FT. EAST OF THE CENTERLINE OF CAMEO HIGHLANDS DR. FROM ITS JUNCTION 111TH PACIFIC COAST HIGH\/AY, AT AN 16" CONG. PlPE CULVERT B 229+76, IN THE TOP DF THE NORTHEAST HEADWALL, 42 FT. NORTHEAST OF THE CENTERLINE OF THE HIJY., 20.9 FT SOUTHEAST DF HUNSAKER AND ASSOCIATES, INC. THREE HUGHES AS PER MAP FILED IN BOOK 12, PAGES 30 THROUGH +1, INCLUSIVE, OF RECORDS OF ~URVEY IN THE OFF- ICE OF COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARING FOR THIS MAP. THE CORNER OF A LARGE CONG. STORM DRAIN PLATFORM, 1 .2 FT. NORTH-WEST OF THE SOUTHEAST END OF THE HEADWALL, 1 .5 FT. LOWER THAN THE HIGHWAY [HEADWALL IS COVERED WITH ASPHALT EXCEPT FOR MDNU·· MENT WHICH IS INSIDE A 6" WELL \/ITH IRON VALVE COVER ON IT). IRVINE, CA 92716 (71 4 J r83-I I 0 NEILD. &\t:1/qa CE 28545 EXP. 3-30-~ GENERAL NOTES 1. Ti-IE CONSTRUCTION OF i\l.L FUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH..SONSTRUCTION STANDARDS AND THE STANDARD SFEC!F [CATIONS FOR PUBLIC WORKS CONSTRUCTION, 1988 EDITION AND SiJF'f'LEMENTS. 2.. STATIONING REFERS TO CENTEfcllNE OF STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTriACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ,'.ND ELEVATION IN THE FIELD PRIOR TO BEGINING CONSTRUCTlCN OF THE NE\/ FACIL.ITIES. 4. CURB DATA REFERS TO FACE OF CURB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WAL~S. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR :0 PAVING OF STREET AND DRIVEWAYS. 7. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. ~-SEWERirWATER LINE DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. '3. STATIONS SHOWN I 10+00 I ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. \0. 14. 15. IC,, 17. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE [5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND DR OTHER EQUIVALENT MEANS. TR~NCHES DR EXCAVATIONS LESS THAN FIVE [5J FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMHJATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR [SJ SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH \,/ORK AS DESCR !BED IN NO. 10 ABOVE FROM CAL/0/lll,IA. ALL SEWER AND WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 105-L. P.V.C. SEWER PIPE MAY BE USED IN LIEU OF V.C.P. PIPE MUST BE MANUFACTURED PER A. S. T. M. D3034 SDR35 OR A. S. T. M. F-7i9. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FITTINGS. THE P.V.C. SEWER PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK ["ROM 5" BELO\./ THE PIPE TO 12" ABOVE THE TOP OF PIPE AND CONSU lDATED BY JETTING PRIOR TO COMPLETION OF TRENCH BACKFILL. DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAVE AN B MIL. LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.l'i.2 OF THE STANDARD SPECIFICATIONS. THRUST BLOCKS SHALL BE INSTALLED ON ALL \./ATER MAIN FITTINGS IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD. 510-L. ., I/ATER MAINS SHALL HAVE A MINIMUM OF 3<o" OF COVER FROM SUBGRADE. ALL CONCRETE SHALL BE 560-C-3250. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD. NO. 314-L. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED A~TER CLEANING, AIR TESTING AND MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DEPARTMENT. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPEcCTION. ANY SEWER LINE FOUND TD BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED INCLUDING AIR TEST, MANDRIL AND VIDEO, PRIOR fO ACCEPTANCE. VL>.\JLT ,i, VAULT µ.e.RDWAl<E s;1-1opnl2,',.WINGS MUST" Bl"=. 5l.llol,'\ITTED itJCCIY ' . UTILITIES DEPT !=OR REVIEW '\,-APPROV/.U.. P"1.IOI< TD 012DE12. 012. \NSTA.u..e.-noN. M.6.TE.12.IALS Dl'<DE.12.E:D 012. \NSTALLED WITUOU, Pl2.J0\2.. WRITTEN APPl20VAL IS SU&JocCT" ID 12.E.Je:cnoN AND lv'li'.Y .'.EQU112E 12EMOVALAND .'.EPL.ACE.i"'IENT. C \TY 0:: NEWP012.T BEAC\....l 77--IIS P~N IS SIGNED BY TWe. CITY OF NE.WPOlit.r Se.AC\-\ FOR CONCe.Pr AND ADI 1ePFt,.1CE. TO CITY ST"ANDARDSANO REQUIREMENTS ONLY. Tl-IE CITY ~,.;;~~;.=n ~MG,N A,SS\)lv\PTIONSAND APPROVED:=\,J.A'=->-=-{L,,{_,=-{)U::..==-----2/2¢/ CITY ENGlNE.E:1'2-DATE=. • -= , ' I . I I I I i[_ .., -. --- -. ·--- : ' L ------ _---.. I ...I. " ✓ - ---r : _-- ! SRIG'-l'TON ROAD I I • DIETERICH POST REORDER NO, 113013 ) -----·-. -" Tl2ACT ----=------------ N'? -. -- . .. -· -... ---- - -.... --_- --····- l40l,,3 so ---.J....---- .. ·-. -__ "'.[_ • • -----------_-t_ / ...... ---=-=---_I-----, __ _j_: ·_: -• --J -------.J. .. I. -. -. -. 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'3.IJ . @--e," TWO-WA'< WA'TERME:T"SR ,Wts:fER S'FEC¼.L'Tll='::> l1DCE.L. ML-04 FL-6D lN'/MOL.. CN-01-1 F"ORWl>Rc::>/REVERSE ,o-r-.o.u"'Z.E:l'<... . , _ ~ B" WA.IS< t---16\ ER ~-na:6.INER1 W6--rER SFE.clL'>.L"11E.S Mrv:-+-1 "IL-MS CFL..e,o') ®-e,''x 11'/z" LONG D.I.P. SPl"lDLm, (FDE) FE." ""'I::. CL<;;.'!!, , /o\L________ 8" F'LE>< CPLG W/ '2. Bet:T' 1--\61<:NES'S Lss,-,;e• 1e.LY 4 -'=>-e, l!!>Yli;; il!!DL..S w f1..Ea.S"T. 5Tl... !!¥~' ~ --/::,,LL 7"1-lREf>D Roes,.. ' • @-13'PR5'5'5Ul<E-PFD \Cl >-.1G ~ Pl=>ESSUR.E: SUSTL>-11-JING Vi'>.LVE, -n,./0 WAY, CL.ll.. VL>.L ~"l.,5-'2!3 6\<CJ<:G 5Tl>INL.e-<S6 S'<"E.E.L "T"RJM, E,Pl:::>,(Y Li>--180 <ICOA"TED, --=-~6: S&...,.....,,"-"95 Pl2R, =\-E'DULE. SFec, F'IC.6.-n o>-Je ON SI-< E.E,T I 'Ii,, ELESVA'TlCN @--e;• --.:,O• E)...BOW, M ...J., D.I .P. w /PE. WRAP<, '2. SE7'S M J. =TA1N= €,l.ANDS 20 B,.._=::::::::::::::::}'......, PLAN '/-z."= l'-o" ,~•-o" €>"Ci,. VEt--IT Oun.ET 5-'0WN tN~~.-....JD I I L _ _J \,Z. er ... VENT INUST 9-IOW'""-' tr-.J Fo«sG~D !0~ Q'J I--IOLE:., CQY P6:::I,( M!Nl.JL.6.R S~ WrTI--1 NON-Sl-lE<.l"-JK ~ G~T. WA~~ E')('1"'8:21CI<. ~Eo.ARCut-JD OPE3-.l. \NS. iTYP) SECT\ON A-A . ' u T'(. \<,, TCF'V L-'T C,,C..o/- PRE::.9CU~E ~J:'A,ININS / p~e::e,.~e. ~•t-.lG v'ALVE ~ SETTINe ;ic::y6DU4§ NORM<:!.L M~. 1-l<&L -1.1<!.\,J.D. NORMAL.. M6X 1-...\GL -C.N B \.R.W-D. '6E'.,-n>-JG ,- C.N,B. SC: \ lN<9 - '30 P.S.I. 7'=> P.S.\. PRESSURE. l<E.DuQNG -C..N.S. uPS l Rt:i"s--1 C..N.13. '2€.....,.-ING, - I.R.W.~ se:TTINe, - 4"M1N. 6>" __L ' ' ! • 1'2'' t1lN. . ·, ,. 'I • . ,I ' ... ... ' ~ •' . •. • .. ·.. . .... \ L--I , ____ ., SeCT\ON B-B 1/2." = I' -d' \"2,' -cJ' Vi>UCT c.ovER 51-\ALL eE CUAL 5\=>RING OPENl"-13 , t>l.uMINUM Dlb.MOlslD OR Cl-I KD STt,J"-lLE'=e, STEa-A..b-.es AND Na-J-cEl='c.=-nNGA-S-SWo,Jt-:. 'o I I I T "' 1' V I 1' V I I (11 L __ u NO•E.'C!>• NON PR077.JDING ~LES 'i=PRJNG ~D VL>I-JL-T IN'S,PECt ior--.J l-----lb."T'Cl-4 ME:TE~ VAULT COVER PL.At--J G)--AL.L. VAUCT MCUN<lNG At-JD CONNECTING HAl<DWAR.e Sl-lALL fl!E!i 'o'TAINLES'=, STEEL @-VAUL'T UD 1--1.1\RDWC>PE INCLUDtN& SPRINGS HINGE<;:, NUTS Bo....."TS .AND HA,,..)DLES $1-\AL.L eE. STAINLE.-STEEL., . • ' • @-VAULT L6DDER MAY E!,E ALUMINUM, 'STAINLE!SS 5"rEEL OR. G.l'>.LVAN•"Z.ED -=,-.EEL. AU... GALVLI.N 1,:_11,-JG MUST' eE DO"-JE t>P'TER i=.c.e,A.1=-10N AND IY\UST Q. BE DONE VIA ~E. "1-lOT-DlP" M8TI--IOD, ~VAUCT L.l:>cc:E.R \v\lJST BE WAcL \VI~ ~ VAUt:> ~ MUS. t::Rls1N EVE:NlY TDw= "Tl--11: RE.CESSE.O GRLl!:-rE. AND SUMP Cc · · OPENING ~CE 0tsJ YAUL, LIDS MUS, BE LE-~ -n-\AN ':'!C>l'SS ON EA.Cl-; ~ COVER LID =-no...i ~ -ALL. P\Pe l='l..L>NGes S>-IAL..L BE. BOLTED wrn-.l Sib!NL.eee. EITEE.L.. "-lU'"l'S ~ t,ND EICL7S @---PIPE ~~ IS ~Hl>U.... BE. FBI<. C.N.B, STD. Dl<AW1"-lG AND SI-IALL 13,Ec l"L.OOR MOUNTED VIA ST.t>lNL.e"=tS ST"E,E.L ~= l>r--Jc\..-10!:a 120..-"TS. 0 ~ 6" D.I.P., CL'l:>2.w/F'E. \\!RAP ®--=--CDNCRE:rE -n-11'<1:.)S"T BLOCK R:.R C..>-1.13. St'DS, &-PRE-~ CD"-lCREn;;: VbUL•, 8RO">V,'S 9DC> r=>V =.l<IE-S CR 6PPROVED E.Ql..lll..L @--=-1'2."" 1'2." DE:Ef" CCNC, OR6ll-J 9.JMP vJ/cL!.ST JRO!-.J GRA'T'E: i-10t-JOLlT\--HC w/Vl,/.JL.-r Bll..-;;,1:,. ®--'--1-'\E.-n=:R V.b..UL:T COVER FER t::e;TL)..IL -n--<IS SHEl=:."T . • ~ iu," ~L-VANll:ED s"T"EEL.. LA=E'R W/SUF-PDR <S, '3/e,'' • '2'/--z." STRINGERS W/¥+<G. l<LlNes ~ ,t,.\_..H. l='N DRY ,A "3 e e ..., OR AFR EP UL>\.... WbLL-1-'IClJN1'ED w /'2. EA.' SIDE. """'''-e,-.e-reNS\O>.lS ©--e," P.VC.l'SC\4,40 RV.C, 01< -rl-l\CKE=Ci:) Vl>UL.'T vi;:;;NTIJ.ml"-IG <o'fS"TEM PER CN.13, STDS,, (,,.'\______ l).DJUST"AE!,LE PIPE suP!='ORT P2.R C,N.B. s-ro. D1<Awais72-L e,' -• ~ 5/~' MA'><'. cRU'51--lE3:> ROCK FOv\-..1~710"-l ~ PRG2SSURE ~ ASSEt--'lt3LY(-C,,,.T.,,.,__l-\e""""")>Nn>:I o_-,c;,o P,'i,.j_ Pl<'EESS GA<.IGE hA'I__ 1'2." J.C., $1 L. WD-LL 'PENE'oTRl5Y1CN s...e:e,te Wrrl-l wc.,m '=>"'TOP R11'lG,. FORM INTO V.C,.UL'T 'CF" WC,.U..... 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