Loading...
HomeMy WebLinkAboutS_5004_S( ( \ ' I, ',),_; I ' lw 'r ~ I Q I i --! !· >- ! <D ' ' ·I I ! i. ' i -do :' u;W ::..= ::.a:: uo Wl.t..' XI· uu r ,- C z:-0:: wow-~ >"u.i~ w,-zi...... &bS:~ =:,-'...JI-,:I') a.. ...:: c:::: = ::5 c.. • LJ.J _, ·~ a::: a.. " 0 0 m w t; 0 z z . -·-- . ·-- .... - -- 91 92 )>-.. EXIST/,V&., _e,a;p ---i- t----1-------+'c--+--~' --l--------1 ---t---t----~. -t-- 80 --- ,---, ------ - " . 9.J 94 l?"W - -- ' r -- 8( 82 _J__ - v, . o. --l -.:... ---, ---.---11-1-WII . 8;1 ' 1----+-1 --+-- ' -t--~ I ' ' ' ' I 84 I ' ' ' 91 I ------------------ ' l '" ' - - - IO''W . . I _, - 1 , / " ---,------.. - -1 98 -t-· ----------· ' ---,------,-------i-·-I r ' ' ' - 100 ' -:-[13 Ii "i " 550'20'.c -------s ;----------,----,------,---t----t-------,c-----i-------,----,---,-- - --. - - ----- ------jf----+-------,--+---t---+-, -------, I ' ---r--t-----t---t-----,------,---,------r--T----_, I , ._ I t'lJ r. ' . . ' " , , .... -/ • ' I ' • ·--, - . IOI ' . ' ~ Ir --- •·: 8£6/N ~ '" FENCE f i ' f02 ,. ---I--. -- ..4 Y-E N U-E .,..-,,. 2tNL2 liNC .... U, .JU . .:._ V ,r -- ,_ -- , --- - . I' -• 7 --.,,:;-7':Jr-l -P.70fiLE !---- 86 87 PLAT[ 2 -PL,6,N -PROi-'ILE o. P. f,. & R. E. STAN'.JARD KEUFFEL &. ESS[R CO. NEW YORK. 88 89 90 I ' -, ' ' ------ I t 91 l I ' . -------j i -__ , B"W - I /04 ' ---f--. ----.---, ----i------· -- ----- ,-,,, ., ' -·--- - ----j--------j ., 3~ _,._ I---- " " --;----+- 50 !00 I - I ' --- --- 7 -- i---------,-- /OS ~ --6"W--5 11 WW- --4" G--+-~•OIL- -l2" !RR.- -<>-)-----x- 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 INV. INVERT 150 . , R.C.P. V.C.P. C.M.p. R.C.B. HDWL C.B. c.o. P.M.S. CORRUGATED METAL PIPE REINFORCED CONCRETE BOX HEADWALL W.M. WATER METER E.P. s --P.I. ELEV. B.M. EQ, F.H. 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 G.M. GAS METER M.H. MANHOLE S.P. STANDPIPE F.L. FLOW LINE STD. ;-STANDARD . ---- J.P. , IRON PIPE EUC. ~--"EUCALYPTUS CONC. CONCRETE F.M. FORCE MAIN ....,_ - . .IRR. VALVE AS-BUii. 7 s-<J-,;;1 THE IRVINE-COMPANY . PLAN 8 PROFILE COAST HIGHWAY TRUNK SEWER GOLDENROD AVE. TO POPPY AVE. STA. 79+27.92 TO 105+50.00 DESIGNED BY: <!.,',C. ,BOYLE ENGIRKERING CONSULTING ENGINEERS 331 SPUR.GEON Bl.llLDING • SANTA ANA, CALIF. DRAWN SY, £'.L. ·DATE, , 2"" CHECKED BY, C-A,<:. 0,/-. 7/,'{t;.,, 7 OF ,4- JN 781D D•821 . - . >-rn t j ! ! ' i i oo· UJ'...! y~ uu wl.:.l II 0 U ~>-Ci ; z <( cw ow 3= >-'-'..::;,: LL ~czo i:i::-o~. ::i _, _J"""" (/; i< et:: ' - LU -' L.L. 0 c:: Cl.. , ._ . . ! ' 18 " J/. C.P. i I I I • I STA /..IDARD ,t:r, CJ/AM. IF. L 12"• 11:}.50 ,; V ', F. LI I';. 00✓~-,----,---+--------'l'---F..l. 10 '• ff 8. S8 . .. SEC.7'/0N 1 A·A ' 1/_ \ ' ' ' ' ' ' ' I 12" ... A ; ---•:L..--~ -----~••-;=----➔E-7-,------,---,-----.- \ -~ ~ ' ...___, 1" t ,,--1'0" ,, \ ---- ----- \ -------------- I B SIPHON OUTLET M H AT STA. B4i-SO M.J.I. Ii I e•,v / ,' --1£,R--· ------- V , - I I.- , ----r ' <::, t--- 1~ "l ~· "l' ~ ~ ,, o-.. o-.. ..-f2"//C.P. STVB 10 //.C.P.STilB~ <;),...-FL_ /54.00 F.L. 15'4.G 7 --,;<r ., ENO / PROJECT ,,.._,,,'--.----,--- l"iV ---E.P.-----~l- , , I ' ---- . - • V • --------½ ' ' ' I 5£CTIONB 5TA 84-f50 SECTION BB STA. 89f00 ' ' so I /00 /50 - EL.EV 125.41 \ -'--v'I-_.,,__ WElRLIP ------ ' . ' . ' ' ' ' ' '--_..J STAJ,iDA.i?D ' GO" DIAM. f-----=-~-t="-::c::::-----~ PR£,'//5T I Wj'IRELEV I t25.4t 5£CTIONAA i /3 _j P.lAN 5/PHON INLET MH. ~Z. STA. 8:J-f-00 CONTRACTOR TO BACKFILL TRENCH j ANI) BA/VI( TO OR/6/NAL CPNPITION AA/!) MAINTAIN EX!5TING ORAINA6E CITCH _ ON NORTH 5//?E OF BANK AREA AROVN'P MAN/IOL.E5 TtJ BE t.EFT LEVEl. WITH ·TOP OF MANNOt.L;. 7ZJP ;,,,,;;_ COVE/e To 8£-<a," A80VE -.AC>JAC£VT ,eoo.o Ao,y/,V& A't7 SCALE t8"V.C.R !O"V.C.P STi/8 OOT FL.. JS4.6 7 i I _,,- l2"J/C.RSTU80GIT FL 154.00 ttr // C. P I I ------_ __,__i -ii--+~---~+----+-~,-+ ·, -++-I ----' ' , \ ' \ \ 18"VCP. STANDA,1RD 48' DIA.. -= - i,--/2,l',I' F.L 154.00 y F:L. I~ MANHOLE AT STA. /09f25 POPPY AVE LEGEND: THE FOLLOWING SYMBOLS AND ABBREVIATIONS HAVE BEEN USED UNLESS OTHERWISE NOTED INSTALL SEWER PIPE -SIZE & TYPE INDICATED· -==-~'W- INSTALL STANDARD MANHOLE INSTALL SPECIAL MANHOLE OR STRUCTURE EXISTING WATER LINE -SIZE AS INDICATED -5"WN--•-4"G- --6"01L- EXISTING WASTE WATER LINE-SIZE AS INDICATED EXISTING GAS LINE-SIZE AS INDICATED EXISTING OIL LINE-SIZE AS INDICATED -1211 IRR.- -0-)---- EXISTING IRRIGATION LINE -SIZE AS INDICATED EXISTING POWER AND/OR TELEPHONE POLE, GUY POLE ANCHOR OR GUY WIRE -x--EXISTING FENCE EXISTING CURB RIGHT OF WAY LINE RAILROAD R.C.P, REINFORCED CONCRETE PIPE V.C,P, VITRIFIED CLAY PIPE C.M,P. CORRUGATED METAL PIPE R.C.B, REINFORCED CONCRETE BOX HOWL HEADWALL C.B. CATCH BASIN C,O. CLEAN OUT P.M.S. PLANT MIX SURFACING E,P, EDGE OF EXISTING PAVEMENT S SLOPE IN FEET PER FOOT PJ,---POINT OF INTERSECTION REV. ELEVATION B.M. BENCH MARK EQ. EQUATION F.H. FIRE HYDRANT VALVE INV. W.M. G,M. M,H. S,P, F.L. STD. ·LP. EUC. CONC. F.M. INVERT WATER METER GAS METER MANHOLE STANDPIPE FLOW LINE STANDARD • IRON PlPE- EUCALYPTUS .CONCRETE FORCE MAIN IRR. VALVE IRVINE t-,--,------== THE COMPANY •, ' ' . . , ~ '. ' .. CONSULTING ENGINEERS 331 S~URGEON BUILDING -SANTA ANA, CALIF, L....---~-----!.:I0:.;:6:__--'----,--.:.:.f0::..7~-,----...:.f.:,;08=--_.;._ ___ 1:.::f09-'-----· ___________________________________________ _,,., _______ , PLA rE 2 -PJr,; -PRQf'.'!LE 0. P. R. & R. le, '.;TM,D;.,f'(:,- J(fU.~Ft:L & [S.SCR CO. NEW YORK. ( \ \ \ I l I i ]o I I I • I ! I L L < w I .... < ' 0 i i ; ► '" I I JD WW "'"' 00 w.~ :,: r (.)0 .... ► O· z.o::; '-'-.le: w~. G:jW~t.,_ >-t=zo ,.1r.0Q . ::J-'-'1-{IHl ... < C:: " z 0 0 :5 m .. CL. >-0 z ..... ' ....I 0 Ci:: ~ 0 z I I 0" a:: b o CL. z z l ' 0 STA. 79+27.92 -END OF PROJECT / E. ' --+---i ---+--t-+--+---- -----I----<<---+---+---+-- --+---+------+---+----+-- ' ---1-----1---t-->---+----+--~ - _.,, -f----'-::cJ--+--1-~ --:::::_J'==-=i --==-JE=f:_:::=-l-=--=E=l==1C==f:~8:==E==f==lE=t~-+ --~ ----i--------- - -f-- " - ----+ ------ ,. - l-----+----i---+----+--+----+----i---+---+--1---+--- --1----~----i l-----+----i--+-----+--+----+----t---+-----+--1----l:~=!!'lt___:::j,= -., 1-----+----i--+----+----t---+---+--+------ - ---~------ -; ' t;;4 -------- I ' < ' ' ' ---I------------- < ' TYP£ I ' s T ----+----j -,,, , I/ f,-,'i _ _.__ --- ----1---- .BEDDING - H I G H w 1---+--+---+----tl----+---+---i-----+----11----t ---t--- + _,-----1-----1---t--,-+.--t---+----t---+---f-_-=~r--=----+---,-.- 70 A - -- ' ' < ' ' ' y -- ' - -- ' 71 -----+- --+---+----t---+----+--¼----+----i---+-----+--+---+----tl-----+---+----+--+---+-~-1---1---t--+--+---~ ! ---11----_j_ -f---- -f----+---->---+----+--+-------~ -- - -I---- ----~---+-- ' - . . , . - - -1----+---+--+-+---- • -- ' --- ' ~ -- -----i: -- -' -- ' ; ; -- SI 52 55 I ~-L ·•yp£ 57 I ' < ' --- L_ --. --I---- I, ' ' BEDDING-:-- r I I ' 58 -PLATE 2-PU,N • PROFlLE c. ?, R. e'. R. E. :STANDARD KEUffEL & .ESSER CO., NEW YORK. ,--__ .:,: - --!---+-------- v_ ----------l -----f----__ ,_ --- - -- 72 I 0 --- ' -- ' ' 73 f--__;,.__ -+--------4 - ----1-----+'-_ __, -+-------- --+- --=--- --i------- ----\....----- TYPE._ ' • 74 I • • ' ' ---' -- BEDDING ' ' 75 ' , I • " I '" -- I I - - 77 ---- -----1- -+ < ----- --~!?• - - . --t--------PY- -- --1------- 78 I ' ' \ ' . 1-------------------------.-~--1· -+- . ' - --'--· --___ - ' ~---+----+----+----+--I--- i----- -------. ,_.;. -------·'------- • ~-j---j--_,_ _ __, --j--- -- ----- - ------- -.. --; --- -,-- r - < ,, - ----6'' w- "_5"IWW- ---4uG-- -6"0IL- -l2', IRR.- --0-)-----x- RC,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 STRU.CTURE 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 our PLANT MIX SURFACING EDGE OF EXISTING PAVEMENT SLOPE IN FEET PER ~T POINT OF INTERSECTION ELEVATION BENCH MARK EQUATION FIRE HYDRANT VALVE THE IRVINE W.M. G.M. M.H. S.P. F.L. STD. J.P. EUC. CONC. WATER METER ·GAS METER MANHOLE STANDPIPE FLOW LINE STANDARD IRON PIPE EUCALYPTUS CONCRETE COMPANY PLAN 8, PROFILE COAST HIGHWAY TRUNK STA. 51+00 TO 79+26.40 - Bakersfield OES!GNED DY, DRAWN BY: e.8M c;HECK"'C BY, QATE: c_µ 12-'!'-1~5'!?1 D-775 j 120 /10 /00