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HomeMy WebLinkAboutS_5300_Sf VICTORIA w <r :; ~ <r ' 19TH. " ;= z w 5 Q. PROJECT I~~~ SITES 0 :i ID ST. 0: 0 ID 0: " ST. :,: P4C/,,c-. /c @ RECONSTRUCTION OF PENINSULA TRUNK OcC4,v AT SHORT STREET. @ ABONDOMENT OF NEWPORT TRUNK METER VAULT AT THE "ARCHES'. VICINITY MAP NOTICE TO CONTRACTOR Q rf ,,. NEWPORT -,."' BEACH <ii' ALL CONTR,4CTOR5 .4AIO St/fJCONTR4CTOl?.i PERRJRM/NG WORK SHOWN ON OR RELATE£? 7V TI-IE5E PLAN5 511,t/Ll CONOUCT THEIR OPER4TION5 50 Tfl.4T ALL EMPLOYEES 4RE PROV/OE£? ,4 SAFE PLJ1CE 7lJ WORK .4AIO TIIE PUBLIC 15 PROTECTE/J. ALL aJ#TRAClcJR5 A'..VO 5llf!Ct11/17?AC'ltJe5 5IIALL COMPLY WIT/I Th'E '°oCCVPATIO#AL SAFETY ANO h'EAlTh' RE6LIL,4TION5 'or TIIE l/.5. OE.PT. or LABOR, .41/0 WIT/I TIIE 5T4TE OF CALIF OEPARTMENTOF /NPll5TRl.4L. REL4770NS-COl/577?t/C770AI ... - SAFETY OROER5. THE EN6/NEER ANO a:Jt/NTY 5.4NIT.4TION .Ol5TR/CT 5,t/ALL NOT BE R£SPON518LE IN ,t!AIV !¼1V FOR Th'E CONTR.4CTOR5 ,4/110 5t/8COAIJ;f'.4C7DRS COMPLl.41/CE WITII Th'£" OC'Ct/P/JTIOA/.4!. 5//FETY .4NO fl£.4LTII RE6llLATIONS" OF THE ll.5. OEPT. OF LdBOR OR WITII TIIE 5T4TE OF C//t.lF. OEP4RTJ;1ENT OF INOV5TR/.4L REL4TION5 'coN5TRLICT/OA' 5.4FETY ORPERs:• COVTRACTOR FVR17IER 5114LL .4S5LIME S:OLE .4/vfJ COMPL.£TE RE5A::7Al5/B/L/7Y FOR J08 SITE CON/JIT/0/,/S Dt/RING THE COVR5E OF CON5TRLIC770AI OF Tll/5 PRO,/ECT, INCLt/0/#G Sl'lF.ETY OF .4LL. PERSONS .4NO PROPERTY; Tfl..4T 71115 REQV/REMENT 511/lLL APPLV CONTINLIOV5LY ,dNP NOT 8E l/M/TEO 7tJ NORM4L WORKIN6 IIOVR5, .411.0 Th'.4T TflE CON1l?4CTOR Sfl.4LL OEFElv'fJ, INOEMNIFY 41-10 ffOLO THE OWl,/ER, ENGINEER, .4NO • COLINTY 54NIT.4TIOA/ .0/5-W/CT /i'.4RMLE55 FROM ,41,/Y .4#0 .4LL Ll.46'/L/TY, REAL OR ,4LLECEf}, I.N a:JNNEC770AI W/Th' THE PER,CV/.?M/1,11CE OF WORK ON Tfl/5 PROJECT, £XCEPT/#6 RJR L/.48/L/TY AR/51#6 FROM TIIE SOLE NEGLIGENCE OF VIE EA/6/NEER OR TIIE COLJA/JY 5.4Nl7J7770N £J/5TRICT. UNDERGROUND STRUCTURES ALL (IA/f}ER6/.?0LIN1J t/TIL/TIE5 OR 5T/.?LJCTVRE5 REPO/.?TEfJ SY TflE .OW,VE/.? OR OTIIER5 /JN{) TIIOSE SHOW/I ON TIIE REaJR.OS EX4M/,A/EO 4RE /Al.£!/C,4TEO WITH TIIEIR .4PP,?OXIM4TE LOOJTIOI✓ ANO EXTENT. Th'E OWNER, BY .4CCEPT/..V6 TIIE5E PL4N5 OR PROCE£0/1.16 WIT/IT/IE /MPPO//EkfEAll?S Pf/R5tl41./T 771.ERETO 4GREES 70 ,45st/ME Ll.48/L/TV .4/t/O 7V IIOLfl LJAIPERSENEf} h'.4RULE55 .COi.! ,41/Y LJAM,46£5 RE5ilLT/#6 FROM Th'E EX/5TEilCE OF Ll/t/OER6~A'O L/77UT7E5 OR 57R!/CTt/RE!l #OT REPORTE/J m 711E LIAIOER516A/Ef}1 A/OT /Nf}/C4TE/J OA!li1/E PLl8L/C REaJR,75 EX//MII/Ef}, LOC4TED IJT //;JR/.4/,/CE WITH 771.4T REPORT£!) OR 5/IOWAI 0,11 RECOR05 EX/JMINE/J. TflF OJ/JTR.4CTOR /5 REQUIRED TO T,41:'E f)L/E PREC.L1UT/OAl.4RV ME.45LIRE5 7ZJ JJROTECT T;i,r VTIL/TIE5 OR 5TRt/CTt/RE5 5Jr0W/il 4;VL? 4/,/V OT/IER !/T/LIT/,E5 tJJ:? 5TRUC77/RE5 JVtJNO 4T 171£ 5/TE. IT 5Jl4LL 8E TflE CIJNTR4CTOR5 RE5POA/5"/81LITV TO A/OTIFY TIIE 0/1/,,ERS OF Th'E VT/l/TIE5 OR .5TRVCTL/RE$ CONCERNEO BEFORE 574RTI/J/6 WORK. fJ4TE REVISIONS R.EV/5£D AS BUtLT ,..___ 1----+----+-~ -------~ ~--~·-~ ···----1~--t------------ COUNTY SANITATION DISTRICT OF ORANGE COUNTY DISTRICT NQ 5 AND 6 CONSTRUCTION PLANS FOR RECONSTRUCTION OF PENINSULA TRUNK · •.--AT SHORT-STREET CONTRACT NQ5-23 (REBID) AND ABANDONMENT OF NEWPORT TRUNK METER VAULT AT THE 11ARCHES 11 CONTRACT NO 6-7 (REBID) UTILITY OWNERS CITY OF NEWPORT BEACH -SEVIER . CITY OF NEWPORT BEACH -WATER . CITY OF NEWPORT BEACH -ELECT 8. ST COUl~TY SANITATION DISTRICT NO. 5 B. 6 SOUTHERN CALIFORNIA GAS CO. PACIFIC TELEPHONE B TELEGRAPrl CO CAL TRANS SOUTHERN CALIFORNIA EDISON CO. TELE -PROMTER . COMMUNITY CABLE VISION LTS 1980 TELEPHONE .. 714·640·2221 714·640·2221 . 714 -640· 2221 714-540·2910 714 ·634-0251 714-633-0811 . 714-834·8317 . 714 -835 -3833 . 714 -642 • 3260 . 714-644-4477 INDEX TO DRAWINGS SHEET NUMBER DESCRIPTION 2 3 . . . . . TITLE SHEET - ABANDONMENT OF NEWPORT TRUNK METER VAULT AT THE "ARCHES" RECONSTRUCTION OF PENINSULA TRUNK A. T SHORT STREET 4 • • • • • • RECONSTRUCTION OF PENINSULA TRUNK AT SHORT STREET COUNTY SANITATIOhl DISTRICTS OF ORANGE COUNTY, CALIFORNIA APPROVED. BY: 4~ffffN~~ER JA\v'IES J. BRE['~[.J.l\hJ I ll'~C. CCNSULT!!✓G, Cl\/il E:V::!NE:Rc; Ill SOU:H OR/.',:sJC.;f::. S~REf::7 ORANGE, CALIFORf\Jli\ 92665 PHOhlE: ( 714) 997-2540 _ffe,-, e' d .<-• I "{)~ 4fiMEs"'.i'.TR0cN~AN__:_ ~ •• R-C~0801 I i--• I . I SHEET I OF 4 ---<:::: ---~ lL ~ I' I '' ' f \) I ' ' \.. ( • ' ,, 55 FILLED WITH /J::,. >/4' 1<-0CK ~ "' --..: {I:) '\-~ I:, <;;:, I:, <;;:, "' ~ Is) ~ ~ ~ 'l1 "-, 1/1$, ' ' -" •. • 1 -~-- I I I I I , I I ._ I I ' 8:1 14,17 1 PLUG 1 f-jfGHWAY --1--/".\o- Jf~ ~ I I I PLAN SCALE' I"= 401 ----- Y/1;/,? ..Y/;§/1 - --I ----·----------- 6ROtlN£l LEX/5T. Y;&fli0 1/1@! -~- ------- ---·------- ' I I I ----- I 50 o. z.46 - 0 IS-" VC.P. (L=/767) ' - ---------------------~-~---------- ----------------------·---- I 0 ,VOTE: £J/5T4/ilCE5 ANO ELEV4TION'5 7V 8E //ER/RE/7 I/,/ FIELO b'V a7...VTRACTOR 10 PROFILE SCALE: HORIZ. I"= 2' VERT I"= 4' f EXIST 15'"11.c:P. SEWER 'I I f PROP05EO ;5" V.C.I? SEWER 0 4 MOO/FY ,tJNO RECON5TR//CT EXIST M//NIIOLE SHELVE ANO Cfl4NNEL 7V ,4CCOM0£JATE NEW l5"V.C.P SEWER I PROP05EO MANHOLE@ U---t--.L 3/1,«!' •. .--------_, ' .. : -. . ' --------- REMOVE PORTIONS OF EXIST. l5"VCR §EWER INTERFER/1,/6 WITH COAl5T--F-L 0-1-2/.67 { MtJNHOLE . . .. PU/6 OPENING WITH 12 .. MIN. TI//CI< CONCRETE PLUG~~ .. ,._ -.. I I I I I ( EX/ST.JS"v.CP. 5EWER---...,1--L 1 70 6E 464NPON£0 I , I DETAIL A C\j t;; ::i: '-' ~ "" '\-'c\.: I:, ~ ~ '<) ~ 55 J JJ»,..'-8/1/ -,_ ' . • -4,_; I. ' ,_ -------t-------- I ' - 50 I ' 4' I ' • ' --. I I'-- I ' --1----- i --I -~ -, "'•, ' ' ~~/ST 15"Vc.P. SEWEil ~5 45 0 --~ 7s --..---....:..,.....-v ' ~ ' I : 40 -----------35 20 • ADDED SLLIRJ{ Y ,& f PROPOSE£J l5"V.C.P. 5EWER0 II 1 I II 111 -II f' EXl5T 24"11.C.P. SEWER@ DETAIL B SCALE: 1/2" = 11 -O" BEDDING NOTES I. Al' EACH JOINl' IN l'HE PIPE, THE BEDDIN SHALL BE RECESSED IN SUCH A MANNER AS l'O RELIEVE l'HE BELL OF THE PIPE OF ALL LOAD AND TO ENSURE CONl'INUOUS BEARING ALONG THE PIPE BARREL. 2. THE PIPE SHALL BE CENTERED WITHIN THE TRENCH. 3. TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE SHALL NOT EXCEED 16 INCHES PLUS THE 0. 0. OF BELL (MAX. 8" EA. SIDE OF PIPE) OR SHALL BE NO LESS THAN 12 INCHES PLUS THE 0.0. OF BELL (MIN.6 11 EA. SIDE OF PIPE). 4. CRUSHED ROCK SHALL BE SIZE NO. 67 ASTM D 448 11 STANDARD SIZES OF COARSE AGGREGATE': 5. CLEAN SAND SHALL BE MINIMUM S. E. 70 PER STATE l'EST METHOD NO. 217. CONSTRUCTION NOTES: COtV5TRt/CT !5"V.C.P. SEWER { L: /767)_, 5EE BEDDING PE TAIL THIS 5/-IEET , -_ CON5TRt/CT 48" 0l4METER M//N#OLE PER 5T,tl/,/04R£l 5-33·/ (SEE OET4IL ",:('j PROTECT IN PL/1CE MOO/FY EXl5T M.4NI-IOLE C/i,4NIVEL /1NO 51/ELF PER OEM/L A." ! CO;VTR4CTOR 5114LL SLl8M/T llJ T..1/E /J/5TR/CT E!VGINEER FOR APPROVAL 4NY PROP05EO METh'O£J FOR THE 8Y.P455/rV6 Or' TIIE FLOW OUR/NG CON5TRLICTIOAI. fil f?._EV/SED .AS 8U 1 L; BEDDING DETAIL NO -SCALE * CLEAN €,AND MAY BE USEO WH£RE TRENCH /1:> ORY b1l!TH LE'7~ THAN 1'2' OFCOYER NOTE: ABOVE BEl!OING OETAIL. 15 TO 8£ U5EO RJR CON5TRLICTIOAI OF V CP. SEWERS ON SHEET!S Z,3 ANO 4. BENCH MARK ASSUMED ELEVATION ON TOP OF EXISTING 4'~ 8' R.C. BOX AT NORTHWEST CORNER OF BOX. ELEV. 50,00 I ,--------,! COUl~TY SAl01T.6,TIOI\! DISTRICTS OF OR.6.l~G[ COUl·!TY, Ct\UrO?i;!/4' -------------------------, DISTRICT t\!O. 6 ABANDONMENT OF NEWPORT TRUf's!I< METER VAULT AT THE 11 ARCHES 11 CONTRACT NQ 6-7 DATE JUNE 1980 O!:::SIGNEO J.B. DRA'HN·D.1.M. ~" ' >-------; APPR0¥EO BY ~It=: / CHECKED J.,J. 8 IEF NG!NEER SCALE ; AS SHOWN DRAWING NO. SHEET 2 OF 4 l \_ t l -------ST R/.'l1wi----::r-----· ' I I I ~ @EXIST. G"4.C. WATER~ .£)(/57 /~Tl'fAFrlC@ NOTE ,4: SIGNAL CONDUIT SEE RE4LIGIIMENT ANO A14NHOtE DET.4IL THIS" 5/IEET. VICINITY SEWERAGE PLAN SCALE: I~ 20' THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A COMPLETEY DETAILED PLAN FOR THE BYPASSING OF THE FLOW DURING THE SEWER REALIGNMENT AND MANHOLE CONSTRUCTION.THE - BYPASS SYSTEM SHALL BE COMPLETELY SAFE AND THOROUGHLY ADEQUATE.THE FLOW SHALL NOT BE ALTERED, BYPASSED,OR DIVERTED, WITHOUT APPROVAL AND AUTHORIZATION FROM THE ENGi NEER THE CONTRACTOR SHALL MAINTAIN ACCESS TO PUMP STATION FOR DISTRICT'S MAINTENANCE PERSONNEL AT ALL TIMES. CONSTRUCTION NOTES 0 CON5T. 24"V.CP5EWER (L=-44.?9)1 5EE.8£00INGtJcTAll 5HEEi2 0 CON5T. 21" /ICP SEWER (L=-15.50'},SEc BEOD/NG DET,t!,/l 5HcET 2 ® CON5T. 60"£!MMETER ,W,4Nf/OLE WITH P//.C, FIEJERGL/155 OR ZEBRON LINER PER 5TO. 5'·33·/ OR FIBERGL/15'5 U//NIIOLE ,45 ;W//NLIF4CTZ/REO BY REWE5 EAl6/JVEER,I/V6 CO. OR APPROf/ELl B;Jt/,4'L. (:j) CO/V5T 60"£ll4METER M4Nh'OLE PER 5T.4#04RLl 5-3:J·I. 0 CONST -'18"£!14METER A14111/IOL.F PER 577/NL?.4RO 5·33·1. © MOO/FY E:tl5T. ,/.f4J!IIIOLE Ch"4NNEL 4#0 5/IELVE5 (7) JILL EXl5T. IICP 5EWER5 7D 8E .484.-Va?#EO, 5h',LllL SE PUMPEfJ -Ff/LL OF 5.4#0-CEMENT 5LURRV MIX. ® EXIST .M.4NIIOLE TO 8E 48LINOONEO 4/✓0 8.4Cl<'FILLEO Will-I • , 5"11/0 C"EMENT 5LI/RRY PER OET4IL T/115 SHEET (j/1 PROTECT /IV f?L/ICE. I @) REMO//E ,4NO RE[O!V5T. ,45 REQUIRED Pl/? AIEW {[1#577<LICT/ON NOTE a: .________ ------------- /.OC.4TION TV tlE VEl?IFIEO BY aJNTR,4CTOR PRIOR TO CONSTRUCTION. nus OPEN/IVG WITh' 12 • MIN. TH/Cl< CONCRETE PLVG. EXIS"T cl"P.C.P. SEWER 70 BE ABANOONEO 7 @1 PROP. zt''vc.P SEE PROFILE°A," 5/IEET 4 ( g EXIST M4AIJIOLE fl:. /<.£MOY£ £Xt5T. M.H. @ f £Xl5T. Z/"V.C.P. SEIVER @PROP. /,1,tl#h'OLE C" @(EXIST l5"Y.CP SEWER WIT/I l.?"PL4ST/C LINER 0/ Pkl'.?P. Z4"1/.r/!; 5EE PROF/LE 8, 5h'££T4 REMOVE JVRli'ONS OF EXIST.15"1/.CP. SEWER INiERFERIN/5 WIT/I COH5T. rEXIST l"TRff,F/C S/G/v',4L / CONDI/IT(;!) @PROP. kt.!JNIIOLE A,, 5EE NOTE 'j/" Pt.LIG OPEAIING WIT/I I::?' ,WIN TH/Cl( CCJNCr!E7E PL VG. --,, '. NOTE A: .. IN5T.4LL FR.tJME ,4NO COVER FOR M4;VHOLE A PER CITY OF NEWPORT B£.4CH 5WNL?4.R05. REV15/0N5 --=------ #OT£: 7 ( EXl5T 24"V.CP SEWER TO BE ,1/BJ/N!XJNEO ---- 5EE VICINITY 5EWER4GE PL.11/V Th'/5 5/IEET FOR EXl5T. IMPROVEMEN.75 NOT£: OIST.4/.ICES 7lJ BE VERIFIED Ill FIELD BY aJNTRJ!ClVR REALIGNMENT AND MANHOLE DETAIL SCALE: I'~ 4' &_ R.£V/5£D A5 13U JLT 5ALV.4GE MH. FR4ME / COi/ER AAIO LJELIVEJZ 70 DISTRICT Y.4RO . . I :-◄· -----~ ! , I ,- ' < I ! ~- \\ \1~~ I' I REMOVE TO BOTTOM OF COA!E OR MIA/. <----3.:0 "BELOW PAI/EMEi.iT 5URF4CE-FILL t{t/Th' 2 G'ACl( 54,\l,0-CE:".-1£A/7 Jf//;r,.-;' ~,...,··~ ._:c,: ,-:-·'-.,.'/;AL 5·.:;...__-:,-,--_:,,.1,.,: /.c~/:- C /Ti" ..,:1,.-, -.,_.:: ,._,;r~·;>_,r.·_:--/.JFAc..,·,1,-, EXIST PIPE5 TO BE .48.4NOONEO ___ _;_ ! I . I 5/IJlLL BE PtlMPEP Ft/LL OF S/1/vP· 1 I" I 1 CE/11ENT SLURRY /.-11,K, BEFORE "I '·\ ! I MtlNflOLE 15 .4841/DONED -. L{t \ J ·· 1' . F • . . ~ . • , _. L! -_· .• : --~--· I MANHOLE TO BE ABANDONED NO SCALE '' ., I BENCH lv1A"RK MODIFY EXl5T Cll4NJV.R ANO 5h'ELVE5@ ASSUMED ELEVATION ON TOP OF WALL AT SOl!THWEST CORNE"R OF Sl'A\R WELL TO UNDERGROUND PUMP. ELEV 5"0.00 CO U t\)TY Si'\i\llTl-1.T IO I~ :11 S,R l C'T~; OF ' ORAI-JGE r:out,JTY' C'il.if'.'C8' 'i/1 r-----.,.,._-~~-.. ~----~.~ .. ----------·-, I -DIS I F,ICT l~G. :,~ RECOh!STRUCTIOl\l OF PEh!ll~SUl..A TF;Ui~I( AT SHORT STREET CONTRACT NO 5-23 DATI' JUNl 1980 SCAC..E DESlGNED J.B. AS SHOWN DRAWING NO SHEET 2, OF~ \ > I 5 5 4 e ~ 'I) ' . ~ '"' ~ ltJ ~ ~ i ~ ! ~ ~ ·~ ' • ·~ .~ ~ ,'-{ ~ ~ ~ ~ ~ ; ~ ~. ~ ""i ~ ~ \.I ~ ¼ \f) \/) ->U ' I-EX/5T. 6ROCIN£J ,w""-½..-.. y?tj/Z,..'( JI$).:§' !J ' ··~~--~~ / y~p-w--I; I '~\~\'?' V~«''-' 1/ -~ ,. ~ , , 5 . ,. ... ·•· , ' 4' • ·. .5' ' . 4 EXl5T. 21 "V.CP ' . v-£Xl5T z/'V.C.P. ; 5EW£/?j .. .. . OUTLET • / 0 ., ~·~ ✓ f I . I ~ I " I _j__ -~ _ _j_ + \l_ __ I I - 5=00/9 \ ' 5=0.007 I I ... ••. / . . • .. ✓ -. . . ' . . ..-.... . ' . . . . " .1/ .... ' . .. ~--. -... : ◄• .• • ~ ·: •. '. .. . I/ 3:': e ~ -. 0 24"//CP. ® " t I I z1 v.c:P. {L=/182) (t.=/5:50') ' I ! :J.j I 30 20 10 0 I ' I ,. .,,. ® 55 :IJ '. c:. '-l.l '-J ~ l\, !:5 ~ I !Q ~ VJ I ~ ~ I • ¼ ~I ' ' •'1: ~ ~ ~. '<JI '{ i:: ~ " ~ ~ ~ ~ ~ ~ ti: ~ 't ... \. ~ "' llJ 1-,:C "1 ~ IS) "' r ~~ IEX/5T GROLIAI.O \ v,Y~ • ,,,/~\,.,~s~ 'w~r½\. ~?~W· Ul\.'\'\1/-'\_,' 9/~ ,,,;\~,/ I. • ' I ,V',;(~, 'I/I\'';,' :-. ' ) I \\--r .. -~l l ... . .. ' ~ .. (( ' . . \: . . " • V I .· . I·. I 1. I ,· . • .. 5· I· 1 4' I . I I " I I .. ... ---eX/~ /5"11.C.P. WITH • . I• .. I r £Xl5T 24" Y.C:P. SEWER •. / t2"PLll5TIC LINER 1: • I .• . / I · . ,· . ·, I 1 + .. / I I ' I ; I -tt=--I __ (j ~-·---I ~-. 1+ '. I 5=0.007 I I ' ~·=r-L. • . .• - ' ·/.1 • . . . I . .. ••~~ • I• _. •~: • ' . ~ ef 1/ I ~ ,.,.._,. ' ' "<'.' -~ i I I ~ . . ' I 0 24"V.C.P. ' 50 45 40 35 _ {L=32.47') I ' i--30 10 20 30 40 50 60 70 ..VOTE: .4LL fJIST.4NCES .4NO ELEV.4TIONS TO BE //ERIF/EP Ill FIEL!) 8Y 0JtVTR.4CTOR NOTE "A" PROFILE SCA LE; HORIZ. I"= 4' VERT. 1 "=4' /VOTE: 5EE 5/IEET 3 rOR CON'5TRb'CTIOAI NOTES. SEE 5/.IEET 2 FtJP BEfJOIAIG OETAILS. USE GRADE RINGS WITHIN I FOOT MIN, OF FINISHED AND/OR EXISTING SURFACE TO ALLOW FOR GRADE ADJUSTMENTS OF FUTURE STREET WIDENING PROJECT. BENCH MARK .'-SSUME ELEVATION O!l TOP OF WALL AT SOUTHWEST CORNER DISTRICT NO. 5 RECONSTRUCTION OF PENINSULA TRUNK AT SHORT STREET CONTRACT NO 5-23 '"" JUii E 1960 f f-~~-c' :••;~;, _{•~ _ _J l SCALE : ! AS SHOW11 :,;,.;.r, N J .l,IJ1, CHECKED J. J, B. ' APPROVE~ e;·