Loading...
HomeMy WebLinkAboutS_5068_SGENERAL NOTES I-SEE DETAIL 2, S/./EET 5 FOR STt/BS. 2-ALL sTt/85 70 BE PLUGGED A5 Pt:12 ·oETAIL 4 S/./££T 5 .. 3-AlL MANI-IOLES SJ.IALL BE 4,5· INSIDE DIAMETER.- ,(. S7U8S W/1£1'2£ S/.IOWN SI-IALL B£ INCL UO£D IN T/.IE PRICE Fo,e A-1AN.i-.',Oi.€S. ------------------------------------------------------- CONSTRUCTION PLANS FOR COAST HIGHWAY TRUNK JAMBOREE COUAJTY or-ORAAJGE PIZEPA/2£D FO/2.- TJ.JE l/2VIAIE COAJPIAJJY POjT OFF IC£ BOX J7 TUjT IJ./ ? CAL IF. 02 ROAD TO GOLDENROD AVE. JCAlC • • OECEHBEII S! ' ·-" \ ~ ~ ~ AJ JNOWH -l!J59 "' ' ' ~ fC A LE: 1'~400' ',!l ~ • ' ~ ~ or-CAL lt:ORIJIA PR&PAR£D BOYLE EAJGIAJEERIA/6 1,1 fPUR6fOU BLDG ~AJJTA AA/A 1 CALIF. -© ~ /;' } B y: ,,, ' 14PPROVAL ~ 8£1./CI-I MA/ll< RGFEREUCE B.M. i.J.!' 0 CS-4D-2-57 -£LEV 25111 3/4" REJL!FORC!JJG ROD 46' t W£5T OF !f:: JAMBOR££ ROAi) A/JD 4' W£ST or pp "'6'6845! ,.--.._ POl2J:) /20AD C "' .\_.' • <" ~ ' , ··(J~.:. C .:,. . ,· \. '- A1i-1/Af ..... -,.:::· • •• 't ._____ · - \\ • ~ Jl • ·---"-\ . .,,, '\._ .... <> .t ·'----.. COl<O/JA DEL MAR ,1, - APPROVED T.Llsz :.OAY OF /Jr:cerntlif, 19~9 4 o, 1:;,i...J'..-__..., -> EMER~CM./ 8. M/LIJOR, CE. I./~ ~:174 EJ/G/IJE£R O'F WORK BOYLE £1./<-.,IIJEER/A/G APPROVED Tl-II~ 7 .OAY 0~ P'.,s-c ,l.9S9 ~ --/' c-I FOR 0 oRAA.J(',£ couJ.Jrv ~A.VITAT/0~ 0/~TRICT J./"!? APPROVED 71-//, Z OAY OF...L.~~~,l~!J~:f) ~~~~4~o-'f~/k,,, Vl<G£ON TJ.IE IRVIAIE COMPAIJY ~r;r,a efiyy? ROBERT I... De: l<UFF Tl-IE /RV/A/£ COMPAJ.IY APPROVED T/.1~ "t~AY OF Dee. ,l!JF!J V/3-&cJ, U- DIR~OR OF PUBLIC WORK:,' C/[Y or ll£WP()RT BEACH THE IR VINE COMPANY GENERAL NOTES INDEX AND VICINITY MAPS BOYLE ENGINEERING CONSULTING ENGINEERS :'' Bakersfield Santa Ana . San Diego OESJGNEO SY: DRAWN BY: APPPROVEO BY: &H•ET As BUILT 1/-15-60 £.$. ,:S:tlJ~:CKED BY: ·C .II. DAi'E: i 2-';!)·I ?JS';!) ~n;_ .. ·; CIVIL ENGINEER NO, :!):'.!(t.4:, I•-I ... ,-' ' ! ·,.: 418.3/$' ~ ~ r SC C >-I <D ' ' ' ' s 00 ww "' "' u (.) WW :r: :r: "(.) r >-Cl Z.::C wow;::; >-w ~ LL.. ~ I= z 0 a::o~ . =i ...J _JI--cna...-<;n::: ~ z 0 0 :s w w CL e 0 0 z z II ---- \ 24' I ' I C\: Cl I I l.ij ~ I a_ I ;,, t,,j I 1a· 30•" I 4dJ· 40' • • 0 ,..,.-12"0(,ITi,.Gi 30"W -'!) ' ~~ 19 b ~ If) '1 ~ Pt;;Q D 506-334- ' i ~ 6 \SJ " l2'(i- T A T E 12 /.3 14 STA. 0'"00 -BEGINNING OF PROJECT CONNECT TO EXIST !8"VC'P STUB [;XISTl;JG MA/4/J..IOL& J A I M 2 S££ DETAIL® S/-175 B 0 /(j 90"W ;21; H I G H w A y /5 /G SLOP£ EAS£MJ;.,U7 • R E E R " TYPE· I BEOO/N6 :?" STUB 5££ DETAIL 0 SJ.IT 5 '1> 19 TYP~ 17 >£TAIL ? D. ~ l2"G I 0 I -BEDDING /8 r- 7 7 PLATE 2 -PLAN. PROFILE 0. P.R. & R. E. STAN,J1>,1D 30' I -A 20 I 30" If) "- ---~ ~--~-- ~ 12;;;. 20 21 22 23 0 50 100 150' ------- GRAPJ../IC SCAL£ f" .50• 10 • • TYP£ :II BEDDING 9 JO SEE ZlET,4/L z Sf-IT: 6 / TYPE I BEDDING II 12 () l/) • ~ II) ., ~~ VJ f.... ------------!<-I~ --~~ ✓ V) -- ~ltj~ 2 Iii -".?rS 1 24 25 --c::l-" ------6" W- -5"WW- -4,,G- ----6" 0 IL - -12" IRR.--)---- -.-x- R.C.P. V.C.P. C.M.P. R.C.B. HDWL C.B. c.o. P.M.S. E.P. s P.I. ELEV. B.M. EQ. F.H, - THE FOLLOWING SYMBOLS ANO 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 POLE 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 W.M. G.M. M.H. S.P. F.L. STD. I.P. EUC. CONC. WATER METER GAS METER MANHOLE STANDPIPE FLOW LINE STANDARD IRON PIPE EUCALYPTUS CONCRETE THE IRVINE COMPANY. PLAN 8i PROFILE COAST HIGHWAY TRUNK STA. 0+00 TO 24+50 BOYLE ENGINEERING CONSULTING ENGINEERS ) . ) l Bakersfield Santa Ana San Diego ' DESIGNED BY: DRAWN BY, APPPROVED BY: SHEE!:T EB.M. £(3. CHECKED BY: DATE, C. I-I I?• ~-:5~ clku r , 4 0, Ui a CIVIL.. ENGINEER NO. 3'}1',4 0 1775 w i ' r " 0 ~ -- >-ca oo ww "~ u u ww :er u u ' f-" z_ w Q.LJ :> >-W ::£ LL ~ I= z 0 a:: 0 Q . ::i ...J ---" I-U)D._4_0:: ~ z 0 0 <C m -I w c... ~ 0 0 z z , .. w " 0 >-'" 0 " I u "' z 0 ~ w " f-e □ g :i: w w a u .-o::: w O =, >-8{/)Zf,-w1-w,,,,o ~b~i~ =.o...JO:: ·I-l..f)[L(.'.lffi_U) L&.J ~ -I 0 0 Ll-m . 0 w c::: ~ 0 0 c.. z z -- ' - £!JTIZA,VC£ TO Tl-/£ /CV/A/£ CQAST COUAIT/2Y CLUB - ~ Otf.J TOP OF GJZOU,UD-----.._ SE£ D£TAIL ®-.-~ 4•.4· COA/C. BOX Cl.'LV£AZT--,l /) -TS ~ ~ ~~= / Q r C,'AL 5'££ D£TA~L on,---"'" COJJCP!Plr ~ O (=I.I~ YP'TUS~&&S' SI-ITS B \\~ ~I SEE DETAIL (2) ?, 5EE DETAIL@ g ~ \ :fiURB-~ "' / \r-:, 4~ _..-,//2"STUB \\);,-w•u-1 /2"STU8~,/ 51-17.~ 45 /2"S7UB~✓//.,.,,, 51-fT5 5,0 8 ~~----..,..--.. ,----------~l-..:.;.J..----..;.,i;......;;;15-__ +....;--....;--....;---+---+----+----~;;_---...;L-----------~-------------------------------------=~.;,;;..-------~~------.--~ ~ ") I I ' I • ' ~"J- ;,._ -cr r -,: --6-(°'i --0----Y.-~\ ~----------.._ --0----n -0-• :,,: i:; ,__ ___ ~,, _______ go·w -------"-" '·L...---------------------+--------------30• w ---,----=---------------"'-'=~====-==:-=====-~3o··w =-:-:--:==c=\.J'°""-===cc-------;J-l-----------==---=-=--~-'-"'---------30'W-----, ~---'., r-. " ®-£.UCAL YPTUS T£EES -~--------~ . ,..._--<:: ~Ii) CJ "' " ,~ '" 'I) 1/l '<I I'-I •1 ..... ~ 'l)j ~ Ill~ ----------------------------------~---------------------------------------------------------------------------~-----~~ ~~ ~ ~~ ~~ CJ --.. "IP I() ~· .. .--. 1---+------------------------.L.. _____ l:?"G'-----------'--------------------------l2't;'=---------------------------------------/2'C-=--------------------------< ,._, ..._. ~ ~~ ~ s T A T H I G H WA y I 0 I -A ----1---'----!---+---<<------1---------l---+----l---'---'----__JL__...J_ _ _J_ __ .L__ -- -----I---- . -- ......jL__...j..... _ _J_ __ _,__~,__, , ~ ~ l-----t---1-----f------J---+---.• ' ' \ ' TYPE J' BEDDING . - ' ' \ ' " ' ' 1--- I ' ' ' ' I ' a rr:1 /4 i ! !-~ ----{ /: ' 1, • ' ' ' . ' 1-,L -:-- --t---·I -·I -I ---t---!-_j/ I ' ' I / ' I I • ' ,, ' , ' ' ' . ' , .. p • ' , ,, TYPE 0/ '" V I BE:.OOlNG 1-----l--------l-----1-----lc--+----l----l-------l---~__JL-----l-----+--+----l----l-------l--__Jl--;NsTALL I 5 802£0 ----1=-~-'l--+ ', ---+-,-;-+t--+---+-1',-.. '-''+---' '-._c-l---+----+--+---t---l------t------,--+---+--+------+-- 1---l--------l-----l----lc--+----l----l-------1----__JL-----l-----+--+----l----l-------l--CASi-/N-PLACE Pl LES 1 ' ' ' 37 25 12" 5TUB ~ I~ ~ SEE D£T.4IL_(z) SW'T .5 3o"VV ----------~ s T A T ----I-----I--- - --- 27 , I I# ' 0. C. ----------\ + ; L.-c 40 41 \J i .----r-:..«2 _ . ---0-- ---0--0 " • EUCALYPTUS T£££5---'-~ E H I G w 28 130 ' l 43 44 45 A y I 0 I -A 47 48 0 50 100 GQAP/-1/C SCALJ;;. /11 ~60' ----- 150 -l----+--+----+--l-------1--------l---+----+---+ --+--+----ir--_-i_ ,-.. -_---t__--+------+--+--+----ir---j-::..-::..-::..-::..i..-::..-::..-::..-::..t-::..-::..-::..~+__-::__-::__-::__--.:,f::__-::__-::__-::__-::,.f::..-::..-::..-j r ' 31 ' " ,. I I I I /' - ' BEOO/NG; - 32 PLATE 2 -PLfN -PRO FILE O, P. R & R; E, STANDARD .. _,, ___ , ' -~~-~ ~~ .,_,., ""'"" -----.. 1717 " !\, V 33 34 35 37 , 'J I,. • I • ' . - .. ---- 50 .6/ ---6"W- -5"WW- -4"G- -6"01L- -lZ" 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.1. ELEV. B.M. EQ. F.H. - 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 POLE 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 Fl RE HYDRANT VALVE THE IRVINE W.M. G.M. M.H. S.P. F.L. STD. LP. EUC. CONC. WATER METER GAS METER MANHOLE STANDPIPE FLOW LINE STANDARD "' IRON PIPE EUCALYPTUS CONCRETE COMPANY PLAN S PROFILE COAST HIGHWAY STA. 24+50 ro: TRUNK 51+00 BOYLE ENGINEERING CONSULTING ENGINEERS I • Bakersfield Santa Ana San Diego -----,-----.----;__-------.----=,,.:..-.;.i' SHEET DESIGNED B'r': DRAWN BY: APPPROVED BY: EB M-E!EJ. (7 -C-HE_C_K-E□-B-Y-,+-□-A-TE-,---1_ .l)--1-... ) ) {U ' f C ~b3 p C. J-1. I 2-'f'-/~5°~ CIVIL ENGINEER NO, ----' "$HEET6 ,: D-775 i \ "' \ ) I\ \ l: ~ \ ) ~ 1'0 ,:::,0 / I-IGADS C) 'll • ~ cu12B, I ~- Q. 5££ DETAIL 2 S;,,'. 5 () ~ CURB . 1 '- <\.I' cu12B--;'.,I \'l' I "'I Ill I\; l,i l,i '• "' 41 CURB _) ·o, r < Cl >-CD Oi--;: X --.I II) -D--~-0- ltJ . It}~ <::, 30"W ~ 'fl "' lfl ~ ltJ ..J 4j V) ::i: ~ ~ ~ ~ ~ STATE ti . ,t~ 25' 26' (J sq; sq; ,,..-cu/2B -6- ----------------------- '---------c{l(----/O"W---------~---.------- >'< ' • I = 25' 25' "' ~ ~~ " ::t :s: r~ ~~ F I F I oo '" w "'"' uu ww II uo r>-0 Z <C wow~ >-W :t:: LL !t-11--zo / r c, O::'.Q_ . ::, ...,J _I I-(/) n. <( a:: ~ I z a a :s ro I w 0... ti a T z z " • TYP£ I BEDDING. TYPE. <ii4 GS eo8 70 71 72 73 74 0 ~,I I \g 11 60 ~-. w --0-- f;UCAL YPTl,./S 712££ _:_:) -D-- r <C I Cl I i I I I I ' >-I co I ~ ~ 'II 1-~ . 3'G ~ ~ --.-·· f /2'G 3'G .. ·1 I r:i "' I u I u, z I d ~ w "' r u 0 w Cl Z r w-" 0 r...:,1-o:: ..;.J O ::i >-8 u;Zf--w I-w "1• u >1--0 ·=:i n-:: 0 o<( ~ e;: :=J ....l rt: . I- (.[J[l,..CJ(OUJ s T A T E H I G H w A y - - ----jf-- 25' 25' <:) I 0 I -~~ Q· ~~ tr) ZO' {j~ --- WJ ~ _J 0 w::: a w C) w = b 0 0.. z z t=-=--=---i.f----t-----t----t--t----+----+------,t----t---+-----t--+----+---+--+---+---;-------p._-VP I BEDDING 52 54 S!S 57 58 ~, .i1PLATE 2 -PLAN -PROFILE'· o. P.R. & ~. E. STANDAiW '··--• =~,,,-, j ----~· I :-:It/, STA. 79+2'1.92 -END OF PROJECT IMWD (ABANDON£[) IA.W01 ~ SEE DETAIL z 5£€ DETAIL ,'±: SI-IT 6 SJ.IT. :S 2 ~ " b~ \~ I ltJ 1 I' I lj\ le, ,l l!l 'ti ,L 75, \----,-· 'S:/8'' ' X ' ){ " "5£Wli~ '5£WER<; = l2"W /O"W -7-1 IO"W ~ J 1:517' -ii p 2~~ 1r ~ :t~ ~ ~ 25' 25' "' 25' \-'i ~ . ' ~ "' I . '---J --~ ~~ • '~ I ~ ~~ l I I \ ~ ~ ~ f 1 .,, ~ :s: ,s 5' ~~~ r 1· H ~~ I,( I B£00/MG 75 50 100 /50 ---- G.eAP/-1/C SCAL£ I"= 60' J i A V E. ~ :-;;; " '0 I ~ " • 77 78 --c::,- -----6" W- -5"WW- -4"G------j- -6"01L- -12" IRR.- -0- }----- -x- R.C.P. V.C.P, C,M,P. R.C.B. HDWL C.B, C.O, P.M.S. E.P, s P.1. ELEV. B.M. EQ. F.H. - 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 POLE 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 ~OOT POINT OF INTERSECTION ELEVATION BENCH MARK EQUATION FIRE HYDRANT VALVE W.M. G.M. M.H, S,P. F.L STD. I.P. EUC. CONC, WATER METER GAS METER MANHOLE STANDPIPE FLOW LINE STANDARD IRON PIPE EUCALYPTUS CONCRETE THE IRVINE COMPANY PLAN Bi PROFILE COAST HIGHWAY TRUNK ST A. 51+00 TO 79+26.40 BOYLE ENGINEERING CONSULTING ENGINEERS Bakersfield Santa Ana San Diego DESIGNED BY: e.BM. : CHECKED BY: C.1-i DRA.WN BY: E:'3 !.N.11"'!>'2 ' ' i APPPROVED DY: &HEl::T 4 ::;:::5 CIVIL ENGIN!a:tR NO, ,~ OF 5 5HEET.S D-77S ~ 120 110 /00 1 ,, ' ~£111r oR 'J'HA~"- . Ot//.'Oe.if:. 1'H1 ;rb,i;, !?ts',jef, .. e 'P,l.14¢:f!.O r,l.UGH:~rR: t:, we.11e r;;; GHAl't:· 1$. c&!11 Jli:ii/i.Q_EJi 0/!?..(N 7:NG I)?,$($ "°'·' OP•.l"fl.ili /l'lii//NHOt.~. :: .... . . . <?V,Y~ OR • ~ ' ", . 01' .wo, iC:4M7'$R i.l,VG • <'I' '1?.4:NN:~i. e.Rw1se Nor ea.· el.'.fPflt.tii!IG L. "H. C'4NTc~' ,uctt;?•'",t?'IH!R,''·1"4'. T, .f lU" ORf'l,:.>,f 1 i'N,!';. Qi"l.2.,J'Js •or, } I ; ' ,, ' . . 111,re IUNGS,. 'r,;.,..;~G :~o $4 ',4/l((lrAcrv,iu;,:., 41". (4SSOC/A oove,rs 0,/il . AR~ u,sa .fQtl,-,t. ~r,j., ,O,(J/Mf:£ ~PEQ A• OR '1'1111,. ·.. • ' , .. ' ' I ~,, • 'Mr-NS/OiVS r.V.. • 0 • yft.,e ·P/PIF c,4.s-> ,-() a