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HomeMy WebLinkAboutS_5069_Sif' ' ' ' 1, IMPROVEMENT PLANS FOR i COAST HIG.HWA y TRVNK ._: " "' "' ~ c;.i.w 1)11iGO Ill ... ----- f-' II J .f? II' Ir di -l= Ill• E W• Y ~-.... ' ........ 0 -~l<li~. l;V. > -~~.L..C-'---'---f-.C..C..------'-~-'---------' w11 .. c;ot1 , VtCTO A c:;T. VICI .J • ti:: di ~ J 0 .AV. ll CRi',N6t: ·1·· 'i !',T CJ{ 0 di tll "" 1= CG.'4 tT CIJ(.£.EG~ •· 112 , : I' S,(l o I e • ih p .. Olf•Hf•E C Of.lNrY' ·"" I If 'QlfOIJNDS -1--------- ◄ ... ' 2 I f.l l>PE q N,EWPORT .,.--..._ S'4Y ----;;:......._.,. '1-' ':--,......._ ........ ,u 1 ' ,, ' _,' ' ' ' .GOLOENROl) .... A .. • VE TO POPPY AVE I ' ,, C..IJUNTY OF ORANG£ THE' SCALE: AS SHOWN .STAT£ OF CAJ.IF'ORNIA ' . PREPARED FOR: IRVINE f'REPAREiD IN THE OFFICE OF ENGINEE,RING ••••• CONSULTING ENGINEERS 331. Sf:'U~~~O:N, BUJLDING S;A.',:,,!TA. ANA qA;Ll'FPRNIA , .. PHC?Nt: K.JMBEf'!LY 1.447'1 .COMPANY DATE:., MAY 1960 1r1~m.•,• .. ~ .. ··,.1·. fl. n.,'.nr.,1n·•··.in~.nnJ7.· •. n~.-' ... 111nn_~. -~n.~.:·· . . ~. • .•• • ~. • ~ . ,, . . •• ~ • . • ,, . ~ . • 'l ,t ~ .• '\:~[~J • r l • J r i.··~ ~ .. ; ! :J.···.•·'., ~ . til . )(. •• ; ,. ~ •• ~ , • ~ ~ . . .~. ~ ~R A , < ~ ~ ~ ~ 1~ ~ • • :..,::.1 / \\& (/ ~;~ I 3~--- NOTES j/ ~:,,e.~~i,,ki• ~,b;!'i,_t4';tor !Ii~~~•~ • ·, . •' fl.,· l\:U -,~tii;~-:<tb b.~ Jl.u,n~.a,s., ®r o~t/f i 1 .. ·i+,, s.heet. '+• • : ' ~, ' • ; '. C : : : I , , ; , , , • , , ' ,:. : a:~, ,:n 111a.~1!~'"•' ll,~ct~t siphon ~anttio!esi ~:h~;l,1 ~• 43• • lri~id.fl' ~i<1'1Wlt!3.'• ,. 1+. : $M~., _wh~re,a.11,~n s~,1J. b~·Jih;\ud'd in the ~rJc, to; 111J1,nhol1~ .• • •. • .• .•• ··1101). I ) AS /JUII.T A .for oyle • eiing ••. • · .. Emerson B. Mi nor -Eng. of work C.E.3374 • THE IRVINE COMPANY GENERAL NOTES INDEX AND VICINITY. 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'.<?F ,.., -----=--• . , - B5 86. 87 88 PLATE 2 -PLAN. PRO fl LE 0. r. R. & R. E. STANDARD F F F ff; V'V r r,r , , ' ~ ,-l 1---" ~' T,., . -,r ' " I 89 ' I 100 . ---l----+,--+---1----, --+----<'--+---+----+--+----+---+- --~ --~- 41 •:ao· '' '----+----'---I I I--+---+---+--+- . . -1~ -~· __ .... ---+---l.11---+---+--L-- ------ ,, " 1---+---+--J-----j" ----1---1---+---t---l--___ --_J-_-_-_-_-l_,_-_-_-_-_+,_-_-_-_-_±-_-_-_-_-IL---_-_-_j-L---_-_-j_t-_-_-_-_-+L-~_-_=,l-----j ---+---+----ii---+----+--- . - -~--+---+-~--s-- -----+---+---+--t----+---l -+----l-----l,.--l----l----+---1--+---+----1--1,_, __ f02 103 /04 ,!f,P.- IO"W -E. P. 1 " ----_ _,__ _ _. -. -= ' -------~1----+---+----<~·~· ~~· .'-' n··-,;; i:a.·-~ ,~,-+---+---+--+---+---I . -. , /OS ~ --6"W- -5"WW- --4'' G-,- --6"01L- -12" IRR.- --<>- )---- -x- R.C.P. V.C.P. C.M.P. R.C.B, HOWL C.B. C.O, P.M.S. E.P, s , -P.I. ELEV. B.M. EQ. F.H. 11<1 LEGEND: THE FOLLOWING SYMBOLS AND ABBREVIATIONS' HAVE BEEN USED UNLESS OTHERWISE NOTED INSTALL SEWER PIPE-SIZE & TYPE INDICATED INSTALL STANDARD MANHOLE < INSTALL SPECIAL MANHOLE OR STRUCTURE EXISTING WATER LINE -SIZE AS INDICATED EXISTING WASTE WATER LINE-SIZE AS INDICATE[ EXISTING GAS LINE-SIZE AS INDICATED EXISTING OIL LINE-SIZE AS INDICATED . , .. EXISTING IRRIGATION LINE-SIZE AS INDICATED , EXISTING POWER AND/OR TELEPHONE ~pl-,~, GUY I ANCHOR OR GUY WIRE ,, EXISTING FENCE EXISTING CURB RIGHT OF WAY LINE RAILROAD REINFORCED CONCRETE PIPE VITRIFIED CLAY PIPE CORRUGATED METAL PIPE REINFORCED CONCRETE BOX HEADWALL CATCH BASIN CLEAN OUT PLANT MIX SURFACING EDGE OF EXISTING PAVEMENT SLOPE IN FEET PER FOOT POINT OF INTERSECTION ELEVATION BENCH MARK EQUATION FIRE HYDRANT VALVE /NV. W,M, G,M, M.H. S.P. 'F.L. STD. I.P. EUC. CONC. F.M. ....,_ AS' 8·1.111. 7 s-tJ-tJ1 INVEF WATE GAS ' MANI STAN FLO~ STAN IRON EUCA CONC FORC IRR . .. ,,,, ~: _i ---ll------1----'----l---l"-~ ---l----l--___ --1--''-=c_____,L-~ THE IRVINE; COM:f)A.N' l I PLAN a PROFILE COAST HIGHWAY TRUNK :SEWER GOLDENROD AVE. TO POPPY AVE. STA. 79+27.92 TO 105+50.00 ,," ·,,,, ... ,QOYLE ENGINEERING , ¢ONSULTING ENGINEERS i 331 SPURGEON BUILDiNG -SANTA ANA, CALIF, DESIGNED BY; DRAWN BY; c.i1,c.. .i'.L. CHECKED BY: DATE; / C...A-c:. .,} .. ; !,qr;,, J N 7810 D· ~ ,. ~-'.. ~r' ., ,-. ao w.J .....J I.I- 0 0::: Cl.. 6 ~''I-g I" w e 0 0 z 2 ~ <::) . c:i l{) ..... '{) <::) ..... -. -"' - It!" V.C.P. F.L.11roo A \ I <::) c:i ~ 'I,: \() c:i ..... ----·. . ~i-1!'.P. ~ a,.; ""~ .... , I I ,;o• ct fO6 S7"A J./DARD 60'0/AM. PRe "AST tf!"V c. P. •' l ., . . . FL. 1o·'•t1a.sa • . SECTION I A-A 8 I B SIPHON OUTLET M. H. AT STA 841-50 M.1-1. I! / f' OFOITCHI . ' ' -0- s so~ 20'£ ., -.P. e·w --6.P.- -~ • I ~ I ,.I ~ Ii,• I • I "' ll ~ 't 11-14· - 11" t' o" d c:i I';:) li-i t\j is IO"Y. CP STUB g;- P:L..IS4.'57 ~ ENO PROJ,EC'T ~P. 8"i\l "'ll 6.P. .. -' , , -L!/li ). I I I'-- "" ~ ..... °'-/ ~ -0- l2"VCP. S'TUtJ FL. !54.00 •;"' , ~ l-.. ] I 1~.-1l ~ I .;o • A-V-£ NU-£ -------. ·-------+---+------+ • f07 108 10 SECTION,B . 5TA. 84-f50 SECTION BB STA. 89-f-00 50 /00 ELcV 125.41 -~//\--"- WtlRLIP , . --·--- JO''/ IZ" v,c::.P l':L. /Zt,..58. f-2" Ac ,, JCALE:f?"• i' ,-·-- ' ' 19· i 0 I ' ' ' I ' ' I , ; L_ -..l ' / ,,N . I f'O" - I I I I \ CONTRACiOR ro BACKFILL iRENC# ANtJ BANI( TO ORIGINAi. CtlNOITJON ANO MAINTAIN EX/Si/NG £JRAINA6i: 1:)/TCH {!/'I NORTH S/£1.i: OF BANK --~ " 70£ OP-__ • BA/1/K -- AREA AROVlv'O MAlv'/IOLES TO /!'!E LEFT L.i:VEL Wl7"H TOP OF MANHOLE. l'ZJP."M.lk, ' CoVE.e' To 8£ 'o:::, ""ABOVE -. . -- _ •• ..AD..TACEA/ T ,l;OA,D A'\VIN'G PLA.TE 2. PLAN· PROF\ LE. -!O. P. 11. & f"l, E. STAN DAl~D ST4.VDAI?D GO" DIAM PR£ k;-,45T / WEIR ELEV ---. , tZ5.4f •u• .5.eCT ONAA I ~-I -' \ \ ' B.J PLAN . !8"1/.C:P ,,,,-F.L.125.00 I I I A 5/PHON INLET M.H. #-z.. STA. 8:J+Oo !O"V.C.P STU8 OUT F.i.. 154.67 ' I 18" //. C P . ' ' 'I , ,' , I , , , , , / I I /2"1/C.P. STUB OVT .&'.L. 154.00 -----c'-t--+-- \ \ 'J.3 7' STANDA 1RD Lt 8" 1:::,1 A.. . j FL.fH1o7- F.L.15400 F.L.IS4.0 AS BUILT MANHOLE AT STA. ltJJ-f25 POPPY AVE ~ ~"W- -511 WW- -----4,, G- -jj" OIL- -l2" IRR.- -0- )---- -x--- R.C.P. V.C.P. C.M.P. R.C.B . HOWL C.B. c.o. P.M.S. E.P. s P.I. ELEV. B.M. EQ. F.H. N LEGEND: THE FOLLOWING SYMBOLS AND ABBREVIATIONS HAVE BEEN USED UNLESS OTHERWISE NOTED INSTALL SEWER PIPE -SIZE & TYPE INDICATED INSTALL STANDARD MANHOLE INSTALL SPECIAL MANHOLE OR STRUCTURE EXISTING WATER LINE-SIZE AS INDICATED EXISTING WASTE WATER LINE-SIZE AS INDICATED EXISTING GAS LINE-SIZE AS INDICATED EXISTING OIL LINE-SIZE AS INDICATED EXISTING IRRIGATION LINE-SIZE AS INDICATED EXISTING POWER AND/OR TELEPHONE POLE, GUY Pl ANCHOR OR GUY WIRE EXISTING FENCE EXISTING CURB RIGHT OF WAY LINE RAILROAD REINFORCED _CONCRETE PIPE VITRIFIED CLAY PIPE CORRUGATED METAL PIPE REINFORCED CONCRETE BOX HEADWALL CATCH BASIN CLEAN OUT PLANT MIX SURFACING EDGE OF EXISTING PAVEMENT SLOPE IN FEET PER FOOT POINT OF INTERSECTION ELEVATION BENCH MARK EQUATION FIRE HYDRANT VALVE INV. W.M. G.M. M.H. S.P. F.L STD,· I.P. EUC. CONC. F.M. INVER' WATEF GAS t MANH STAN! FLOW STAN! IRON EUCAI CONCI FORCI IRR. \ THE -IRV-INE .'CONSULTING. ENGINEERS 331 SPURGEON BUILDING DESIGNED BY: PRAWN BY: CHECKED BY: DATE: C,4c: 'JN7810' APPROVED BY: ,/ SANTA ANA, CALIF. OF• .D ... 11 . I ii ' i H A dRl!!,4jl,( P✓Pc rLi/SH /¥✓TH /N.S✓&l!: Or M4NNOLI!! w,-,,,. "3RO,'f',t;N .roaes 7"0 ,ge PL4STcRaO .SMOOTN.----------'-c-~-~.J ... . -... I I • D; f'lOW ---t-~+-----f'---+--_ct---:c=-+-t-----I I A-••..,, D, LETTERS $'"NIGH 13REA-< P✓PE rLi/.SH W✓rH IN.5/06 Or MANHOLE l'VAlL, .. , /.AROK£N ,EL:k:JCG TO ✓.34' : :·: ~ ,' : PL,'IS 7".ER.!iiO SMOOTN •• --,,?~4:jrj-fl set: oer4tt.. )( L -------- 1 ' -----~f-------·r; .• ------------1 : VHf+---/2 -llf,! /!;"1RS HOOH40 ------------,_ ::i SEE OET.4ll. r'j'\ , -) - TOP Or P,4VEMi=NT , OR 4 ,r IS T. uRAOE \'I .. ' '',;.,• .• .. . . . ,. .. • . ' .. .... . . . . . . . .. . . a A p L A N '• . ·, ... • '·-•vWAT512 7/'3fl'T · · • •. •• JOIAIT.S TYP. . .. .. ' • ... ... c:s " ~ il: ~ ¢) "-"-..:_·,~·-------------lh .A I; •• : ';-': :> L E V A r I 0 N 60"/D, STAN0'4RO MANHOl..e rOR INTl!!ll/OR 4"COURSI! NOT ,SONOeO /NTO Rl!M,•VAIOER ~ 1¥"1Lt.. "1LL 8RICH SET IN CcMl!N'T MORT'4R ON4''1'1'.4t.t.. R"1K.!f OdT"7,crOr JOINTS ON ,'NTER/o,t;' FACI! ,'l,VO F/1.L &l'P e W/TN K"1t.l<T/T, l!QU,4L. --- Off '4PPROVS.&> "" .... ~ ~ - F" ... .• -~-• Cebfl!NT ;lfORT.41'1 ,<'/NISN ro 81! Ft.VSN >t'✓?'# l!Nb OF 4LU.t.. ETA IL NOT TO SCA.(.(: //.C.P. Pt.U(1 Ci " ! i ECCENTRIC FLAT '18°' d" _14,h . 4,e• I ... • ,._1• ... ',· ' ·~:-· .. . .. ... ··: .• -----. ·: ;, : ' 6J eAC'H £ND. roP ,2• ' ~ FL. A 7" ro P OE7"AII- . -~-, ·.•·· : . ·, .. 3'f1i, el§' e#4' I .. ·:....1 . .......:..· 2Wi ' s!J/4• e· -',12" <3ROVT l . ....... ~. •. •• uOINT OE TA IL . ·' : I . ... 0. • , . .. tiO" 0,9 48" . .--, •• ' l • " . . ' .. ~'~ .. • .. ' .. '\l ~ . . • =t~ 1: . . . I .: .. ~ I ~ Ill I ~ I I ii: I ~ .. a: r.. I GRAOE ,00/NT,S I cy I... ' h. I "' .., I ~ Sl!e NOTE ~~s l\j i:! I I ~ ~ I I " I . ~-:~·. • .. ·-~: ,· ·_,,: . -: • ~ ~ .. I ... . 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ANO l/NDER LJETAIL NO, TO .SCALf: MANHOLE -'5"" .... ;,, 1 ~ '" /4 --.::;~:,, ~ I;' ' f/ 11 fl If 11 -~ Pl.,qN ~11 aaa, aqz 1atfzaau112t~ S /: C TI O N X-X h'/ANHOl.e Fl?'9M£ /INLJ CO, $~"SIZI: ,.:.e,,MORITZ l'"OVNORY MOOiU. NO.lS' .+: "'1NO tf-f•~atf:<f:,4 OR APP~oveo EOV,4L. .!',/"SIZE c.lJ.MORl7"Z ,COUNOIU' MOOE.t. NO. A OR .4PPR0 VED E,:;JV;f/t. . OE AIL NOT TO SCA(..€ - STl'INOARO MANHOLc NOTc I, WHcRc M;QNNOLe S7"RUC7"URE F~LLS /N e,l',ISrl p;!IVEMcNT OR TN£ Tli'AVELl!!O W,<1J' Or cKIST/NG SHOOt.OcR, TIie ro,., 0~ TNE M.4NNO,e COV.!cR ,se l'I.IIC40 rt.i/SH !///'TN 'T#E EX(ST/NS SURF.4C, WHeRe Tl-l4 Sl-l"1r'T IS OVT.SIPe TIie 'TR,';VEI.EO S#OVI.DER OR IN T#E RO;!IOS/Oe DITCH ,01.,4Cc TOP Or THE MANHOLE COVER '2,'" ,4,/JO/r,! ex, EOG& D~ 40JACE:-AJ T PA V6H6A..J T OM 4$ D/,e£GT/!. SY rH£ GN<Jrl.AIC.liiC. , ,3, HOOPS Or NO. 4 'i'IRE SN.4t.L .SE C;QST IN'TO ,4,:. SN;(lrT SECTIONS rOR S"1reTJ' Or HANOC.IN< .3. STATIONS Or M,4NHOLt:S SHOl'VN ON PLANS Ar Ct!N1'cR (./Ne Or M4Nh'0£E QN£ESS orl-lcRWISI; N07"50. E,El';t1T;ONS ,4RE SHOHIN ,< M.H. C'ENTcR "1NO REFGR 7"0 TNE _.,"101.0NG< /NI/ER1" vR"1b4 t./Nc UNt.ESS 07"HERW/.SE Nor. 4. CONCReTE R/NGS. CONeS ,INO .SECTIONS SH• ,ttS MANVFAC7"UREO 4Y ;?SSOC/"17"1!0 C'ONCR, PROOllC'TS OR APPRO¥e0 EQUAL ,dNb SH/Ill.I. NEATlY ,OOIN7"eo OR W/,0,!,0 ,4FTl:R St!!;Qt./NG MOR7"IIR. 5. OtMl:NSIONS ,c'OR O;, O,e, ,<?NO O ,<?Re SH.OWi Pl."'1N ,4N,O P,t:?OF/,t.t!! SNGG'r.S. . 2 ....___ CARRl£R P✓Pe ~-CASING PIPE N07" 'TO SCALI; Z'G"r0,1.' 48 1.0.M.li .1'·2 ";'"(J,l' ~t:, ·1.O.M.H. 3'-i"rOR 7z·tl).MH. eND OF J,t;CK£D C-,4S/A/G P/P,,: G,f?OC/T IN A'ROUA/0 M.4/4/h'OLE P/PE CASING AT MANHOL.E PIPE • TO BE-A~ FIJL.L. ir.----LE..NGTJI EXCEPT BE.LL E)ICAVA T IOAI 6 NO'T 'TO SC'ALc \.---J t.(NLESS OTIIERl,,/lSE. SPSCll"'lE.CY""w" 'SHA{.,!. BE. r""'=- lARC,,E.ST .. Q/JTSIDE. DIAMJ=.'TeiK·:o,: TRE. PJPJ= c,;;: PIP£. BEL,L ., . rU/$ : B-FOR'7i1l/..ilfviIIFJ =~WIDT/.1 -AND SHA.LL BE: 71-ie. C>UJ"'S/O£ DIAME.TE:R -Pt.US. Ir:;," FQR MA)'..l tv/Ul'1 WIDTl-1."W~ 5'-IALL. .BE. ME.ASUl<:c..0 AT" PO/A.IT G" ABOVE: THE. P1,::;>e;.. St.LL THE IRVINE COMA STANDARD MANHOLE DETAILS MISCELLANEOUS DETAtLS . -- COAST HIGHWAY TRUCK SE GOLDENROD AVE. TO POPPY •• ., •• C.A<-. BOYLE EN6IlfEERIH6 " DRAWN SANTA ANA, CALIF, OAT!: 0 8 I CHE«<oCA c.. , .•. 0-,?S , ••• 78 lO • :.Z, I