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R_5085_S
~ ~ ADAMS AVE. CITY OF COSTA MESA % ~ ~ 8 > " ~ICTORIA • • r···, r:_ -.. '° l. -<? ••. c-,., ~ "'>c--~ . VICINITY MAP 1/4 0 l/4 1/Z ""'I GRAPHIC SCALE IN MILES " 0 • " • % occ 4 BRIDGE BAKER ~ STA. 136+00 STA. 124 + 00 STA, t!Z + 00 STA. 101 +oo l N PROJECT LOCATION INDEX MAP SCALE ; I"" I ooo' V CITY OF NEWPORT· BJEACH PU-B1IC WORKS DEPARTMENT PLANS D D 0 D AUGUST 1967 SELECT SYSTEM PROJECT NO. 69 A.H.F.P. PROJECT NO. 346 ' ' PREPARED IN THE OFF/GE OF CONSUi.TING ENGINEERS 412 SOUTH -LYON STREET SANTA ANA. CALIFORNIA PHONE; 547-4471 D 0 2 3 4 5 6 7 8 9· 10 11 12 13 14 15 16 17 18 -19 20 21 22 23 24 25 26 SHEET INDEX D"ESCR PTION VICINITY MAP,8 SHEET INDEX TYPICAL SECTIONS TYPICAL SECTIONS PLAN a PROFILE PLAN a PROF.I LE PLAN a PROFILE STA 94+89.50 TO 157+50 STA 157+50 TO 186+35 STA 94-t-89.50 TO IOI +00 STA IOI+ 00 TO 112 -t-00 . STA 112+ 00 TO 124+ 00 PLAN a PROF! LE STA 124+ 00 TO 136+ 00 PLAN 8 .PROFILE STA 136+ 00 TO 148+ 00 .. PLAN a PROFILE STA 148+00 TO 160+ 00 PLAN 8 PROFILE STA 160+00 TO 168+ 00 PLAN 8 PROFILE STA 168+00 TO 176 + 00. PL AN a PROFILE STA 176 + 00 TO 186 + 74.81 DRAINAGE DETAILS DRAINAGE DETAILS MISCELLANEOUS DETAILS ,,. MASS DIAGRAM / --.___ SAN DIEGO CREEK BRIDGE-·GENERAL PLAN 8 ELEVATION SAN DIEGO CREEK BRIDGE-GRADING S FOUNDATION PLAN, PILE DETAILS SAN DIEGO CREEK BRIDGE· DECK SLAB REINFORCEMENT SAN DIEGO CREEK BRIDGE- ABUTMENT WINGWALL a MISCELLANEOUS DETAILS SAN DIEGO CREEK BRIDGE-BARRIER RAil.iNG DETAILS LOG OF TEST BORINGS LOG OF TEST BORINGS LOG OF TEST BORINGS TRAFFIC SIGNAL MODIFICATION /IT STA. 117+ 38 TRAFFIC STRIPING DETAILS APPROVALS CITY OF NE\A/PORT BEACH Approved: ~~ $M Date 9-/4'-C7 ST. P BL IC WORK S D I R E C T O R C. E. 1-i•.J, 12.B06 ' ·oRANGE COUNTY FLOO CONTROL DISTRICT Approved: .,,j._~W~~,4{:~~~~~~.,,--DQte 9-/-~7 BRIDGE AND FLOOD CONTROL CHANNEL ONLY A AGREEMENT MS 67-F05-300 DATED JULY 11, 1967 COUNTY J)F ORANGE Approved: 4'~ ~~ ;'-/-?-7 Date ORANGE COUNTY ROAO COMMISSIONER BOYLE EN·GINEERING Approved: <;J,.;,~C, #-cl-cl¼ C. E, NO. 8603 Date ,:Jug. 14, !967 Approved: --'ob,;,"----"',w,-,,'-'---''--'4"'f'd~,-'Cf.'-'-'--. q;---'-'"'--'v-'-,e.,~_/ ____ Da te Aug. 14, !967 C.E, NO. 7174 R-5085-S I '1' i ' . I , .' I ' SHEET I OF 2G ' D-I424 J.N. 51-0050-01-00 ! ' ' V\ ~ I 6 ~ .... ' -0 0 ~ ~ ' } --0 ~ -- EX/ST. SECT/0/V ..3 H ,4' C. C7YER 6' H # ,6. (Tf'P/C',?L) I ~ 8' • cl' Ge' _p,::J' G' 8' ,4' c?/0,ef /' /.7% 5:;; --- 7 TO Pli'0llll)./i ,Z'' QC: Gl:.,1SS 4 ,4GC,?EGIFF£~ Sb\!Hfh1S£ b'i.\9C,? NEW a" A. 8. FROM STA. /03-f-OO TO /09-f-SZ \_9,, I A.B. :,; ./.7% 17 7 TO ST,4. //,2 ,,_ 59 A/DTE: Pf?Qf/18-E /£" 0P BLASS 4 AGGREG,'17'7 -stf6;th4S£ t,W£J!:,'c' NEW -e:'A.B. FR0/4 STA. /09-1-52 TO /l/-f-00 ( .9"A.B. .PO' 4% COA/STRt/CT/0/V /VOTES -- ' I ['Ii '!I' 0 ~ ~ 1±] I 'ff "4.C: P.4V£.O SHOC/L.OER ON' COMPACT-£0 SOIL WIT# PRIME COAT, PREPARED l1l ~ 0 ~ i:zJ BY BOYLE ENGINEERING 412 SO. LYON STREET SANTA ANA. CALIF. APPROVED BY c:'J~c~ R. E. NO. 8603 LIETZ 1324 BLU-LAR 9-65 - - 3 8 ST,4. //.:2 r59 TO ST/7. //G ,,_ 84.50 TO BT,4. /5:2,. .!18 NOTE.-PROVIDE 12'' OF Cl ASS 4 AGGR£GATE SUBBASE UNOER NEW S"A. B. FROM STA. 129-f-SO TO /55-f-OO. 6, 8' 4' 17% 1/.79.: ~=~-.,_ -==~-~7;--...L ____ -f--1'.~ ::.~-:·..r·-,;. ,;.~ ---- / / l 4% ~8 7 BEGINS A.T STA. .:?8' VARIF.S /' ST"'7. /.R2r 00 TO S'T-4. /.25.,, 72 sAwcur £Xtsr. A.C. PAV-EME.NT TO THIS LINE'--- FINISH C0f,JC. Cit.ITT££ t/8 IIIG'j__ 10'-11/z" 27'' , ,, z e - GVTTER CROSS-SLOPE TO CONFOl?M 70 5T£Et: CROSS-SLOPE (MIN) 6" £XIST.~'A.c~~=='4"';"', f11 \, .A-i·-: B' £XIS T. B 'AB • • • , • '-L~--c.o-;7-:-;-,...,,-----:-9,~"-'-'-' _,_•• _•_•• I,:;•••;-••,•"••"' ?•• .... ~~•,:,r,:,\~}i---------'--2.-,--.3-,1--,-----"" -I ,, 6 CONC. CUl?B WITH-e--,eJ, <iVTIE/Z '{f '1/1 ,// "' ~:.... "- 121+00 'E JAMBO/i?c£ E'OAO I. NOT£5: Fl?OM 5TA. 94+89.5"0 TO s-rA. 9Br9/.0/ ANO Fl?OM STA. 183 +Z5" TO Sl,4./86+35 £AST MEDIAN CONC. GUTT-£2 is /0 M-EE'T£XIST. TOP OF PAV'CM£NI. '2 . .CROM STA. l57+ZG.50 TO STA. 165+00 ANO STA. /76+50 TO 5TA, /8.3+Z5 THE EA'ST MEO/AN C(/£8 AND G(JTT£te WILL 8£ CONSTJ?()CTE'O TO P2tJF/f_E' GZAOE' 8€F02E NCW ASP/./ALT PAVEMENT /5 PLAC£.O. ALONG WEST SIDE' OF MEDIAN I ., NOT£ : Fe.,,.; STA. 94 I 69.5'0 'ri9 5iS4 ';;/; •4,:-,0-• ....-2.? GUri~R FOR TEANSITION s -F20M I 1GOTT£/c ('3Bt-lO 70/lbt-7.t;J 1!1 f}Jt-1-,2o ro IS6Y..f'/. ~ , TO e' Gt..JTrse .SE'G SHEET N0 . ..3. 9 8 SAWCtJT £'XIST-3"AC PAV£M£.NT TO THIS LIN£ /-o,, r 1k" 6" ,, ' I ll 6 ,, --------- <.::: 17. 6 CONC CC/RB WJTJ.I I·-0 Gf/TTee At.OAJG WESr SIDE OF' M£,0/AN Fl?OM STA. 15'7 ..fZ5.50 70 STA. 165 +oo AND Fl?OM STA 176+50 TO STA./86+35 3'A..c. ON a"A TOB£1?£MOV£0 µ ,. µ 6 CONC. CVRB WITH 1-00 G(ITTEE At.ONG EAST SIDE' OF MEDIAN Fl?OM STA. '}8-1-9/.0/ 70 STA. 166+41.60 CO/VC OET4/L J.tl % 1 c;G' 8' ..?6'' ,:; , $' ,¢' OL,0 /G' ~ P~"'/ES I' G 1/.7% .5% --- Lt' 4 7 TO STA'. /56-1-4/.50 OOAS DATE BY DESCRIPTION REVISIONS _pc,' 5% -\3' ~""- ~ LEGE/VO /. E,,Y/ST. A'/GA-7" <7/ ,M/,4,V £//VE ________ -·-- z EX/ST. FEA/CE 1.cWA'.BEO #W?E CM' C-4'4-11/ £QI/~}_ -3. .E.OCE Or E;l'/ST. PA',YE,4?E/V,T ('ST/?t/CT." S-ECT/OIV).... E.P. 4 E,1'/S.T. CCR.8 ft' G'CTTER __________ --=• 6: CE/VTERL//VE Or 4' ,4.a .0/T,,.,# _______ -l>-···- 6. E;l'/ST SEl-rEA' ,f //VE -S/.?E ;I' T/"PE ,,;,s //VO/C'A'T 7. EX/ST. Mfi'/V/2'0££ --------------=o- 8. .E,t'/ST. ffA'TER L'//VE-S/?E ,,;,5 ,11",0/C'fi'TE.O __ -,•,,_ !P. E%/ST. ff4TER Y4L'YE __________ _ /0. E,t'/67. /rfi'TE/? METER /I. E,l'/S.T. G4S ,C,?V.c-.S/Z-c A'S //VO/C",4TE.O ----s'/;- /f2. J//TR/,F/EO C.c4Y P/PE __________ _ l(C.P. /.S. A'2'"/,VFOPt"E.O CO,,VCA'ETE P/PE ______ _ 14. CORRO-C,,?TEO --WET4L P/.PE ________ _ C.M.P. /5. E.k'/ST. POI-YEM' OR TEt'EPA"O/VE PC?,!£" ___ _ -<>- /$. E,,Y/ST. ,47/VC'#OA' OA" G~r /r~E _______ )----- /?. E,t'/G'T. 8t1/R/E.O TfiEPH"O/VE C'R,8££ _____ --7-- /,5'. TEL EP#O/VE C'-4.6'.cE ,#44--rE-'? /9 TRfi'rr/C' 5'/G,V,4',C -------------- .20. TR.4,FF/C C!?/VTRO,C 80/" _________ _ .R/. E,,r'/S'T tl.G. COJVOL//TO/P ,BL,'R/EO ,Q7ffER C',46,CE_ ---P--- ,e:z. E//ST. TR4rr/C' S/C/V ---------- .2.!1 c,..Y/ST. OR..<?/VCE Ca?/VT,V St1/PYEl'OR ,#t7/VtY.41'E/VT (£Lei/. S#OM//V #RE av TOP ,::?,F ,6',94SS' CR.P} lJ.C.S" . 0 .24. .t:OG"E Or .P-4,YE.O SO-A'rRC'E r/ffi'"' A1. C' OA/ .517/L') _ --£PS.--:- BE/I/CH' C-77/ ST/-?IV0,9R.0 0/S-K ST-4MPEO "C'-77/-/fJJ¥5n #-CWC-T ..:?. 5 #/£ES $£ ,?,fO.,YG ,"',,?C'/r/C' C't7.4ST A-'ff.J:; 5TA'TE -4'/rY# I /"ROM /VEffA::iRT ,<?YE. OP'cR#E-4'.0 ,6',?/,ec;'c C'Rt7SS//VG ,4T /VE#'PORT .8.E"H'C..V, OR4/V6"E C'OC-/VTY, 4T T#c J,:Y,1/C'T/OIV or -4,',4,.P//VE ,<?//c. (" ../,<?.4,'80REE RO.) .cE.4,0/,1/C TO .8,4£/.30,4 /SL,4/VO, 5G. 7' .5ff 'if' er #ff)c, .3~t?' /Vl-1/ ef ,:;7,F .4P'c., /Al T/l'c 71:?P or .S;!r #LJ.#'L. Or# Ct7£YcRT 0. 9' SE Or /VII/ E,1/,0, -4'/VO ,<?80?/T ,:?' L'OffER T#,?,p' &E ,4'/G#lrt'?Y. ELEI/. • 7.R. 586'. 0/i'AAIGE COllAITY /JATlllrf (111EAH SEA LEI/EL • o.oo) G£N£P4L /VOTES /. PAV£M£,Vi..,;L£-VAT/ONS ARe 5h'OWN SY: I 2.CVRB t-------1 4Z' t ~ S•/. /"J,V/S',41 E;!E"K If?/. /5 E,l'/S'T. E£EK (/::?/. OcJ} O/MENS/0AIS REFER TO FACE 0FCVRB AT TOP .ff' (TYP.) JAMBOREE' APP'D. /?OAO APPROVED /¾:>"AC.PAVED SHO(JLD£12 d~ ASST. PUBLIC WORKS DIRECTOR R.E. NO 12€<t'l DATE_k'.....-~lc_,_'r'_-_..,,;;."'--~----l DRAW~,:,(' DATE AUG. 1967 STA Tt:J .ST,4. ''vN .99~47 ///.,,00 0.75' /RO;cJt:J /..SS.,,00 c?.75' /.SS,.OcJ /~5,75· /.Ot:J' /55,.7.-=, /G4r80 cl.75' /7G.,,75 /8/.,,,:70 ,:;,.75' 0/TCH' DET4/L TYPICAL SECTIONS AND DETAILS JAMBOREE ROAD STA. 94+89.50 TO STA. 157-1-50 CITY OF NEWPORT BEACH R-5085-S PUBLIC WORKS DEPARTMENT SHEET 2 OF 26 51-0050··01•00 D-1424 ,.-,-• -,;_ -.· ... , ' ! :f ( ) .. ' ! ' I ,--. i ' ! ' ! ' .. ~ I ~ v\ ~ • "' ~ I 0 ~ 1'. ('> lrt (\ i • \, ' :\ ' I. J --~ '1 ½ ~ I C ' "° ~ 1$ l ... C ... '\ "-I '-0 -! C , ZS .ST,4. /5"7+ :Z5.5O TO ST,4. /GO.,. 50 S'VP£R T,'?411/S ST,4. /G,;p-,. 50 TO STA'. /Gb'+r,,5 (ST4RT Or 8/?/,0 - {NOTE: SANO BLANKET £XTENDS TO £ND OF SOiJTI./ ABUTMENT FILL) :z 5 Ri I ' s' -SETTLEMENT ::..----,v _PLATFORM (TYP.) $££ DETAIL TII/S '3; SH££T. _DRAINAGE D/TCH{TYP) WHERE SHOWN ON PLANS 9 , . zs' EL.,/3.0 \l\ JO/,,Y /YEW 5R4'"08LAHk"ET ~ TO EX/5"77NG .. - rt/LL St/PER ST,4. /G.S-'00 TIC) .5T4. /G:S"-.'C70 (NOT£: SAND BLANKET BEGINS AT STA. /64 +so) .e (NOT£, SAND BLANK£T EXTENDS TO END OF NORTH ABi/TM£NT FILL) , 9 zs' ft.LI% \ \ \ \ '---, -----------4 3 4' I/IVP/1//E,O ,0/TCM' SEE DET,4'/L TM'/5 SREET (T.YP/C';?L) ,.JOIN NEW SANO B ANk£T - TO EXIST. (7YR) r- / £-XIST. SAND BLANKET ,..,_,_~::-;;~,,P.~. ;s~-'R~. ----ir;,~-o~b~s~ .. _-,~.'.' st..---:4=°N~o~-,_-+,-'a....,."t.·ilf k/ii.. i -- --~---'·F·=··=··=··~-~--~-~~---'"'f•~"~··~,~--1-~---~---~--~--~--~,~--~•~-'--' L.----J ST,4. /G5-.'00 TO ST,t?. /G,$,.:50 CONST/-?VCT/0/V /VOTES [Z] REMOl"E EY/ST.w'G .4.C. PH'//EME/VT ,4/VO So'?SE. ~ C'O/V5TH'v'CT COA/C. C.C,.R,0 ,4#.0 G'O'TTEP PE;? OET.4'/L S//EET /VO. ,R. I£] CO/V5TRVCT /1/z"A.C: PAVED SHOVLDER ON COMPACT£D SOIL. W/T-lf PR/VE COAT @') /'"/LL EET.M"EE/V ME0/4/V CO'RBS lr/T# SEL'ECT TOP SO/L. ~ CO,,YSTRVCT -4' ,4.~ .OP,'?//V4G'£ ,0/TC',<1/ PE/? ,OE,T4/L S4/EET /1/0. .£. GG' st, GG' ST,Ll. /7Gr 50 TO 5TH'. /b'/+00 • : ... • •• p . 9" l?zl C'O/V.5'T;?O'C'T 3// 4. C. P,,;?//c.4-?E/VT 0//cR a"' ,,PG'G'REG',,;JT,= .BRSE M"/T# .P.R/ME" CO,.:?T. G':4.c. CVHD OETA!L NOTTOSCALc LIETZ 1324 BLU·LAR 9-6li - 2· 4'VNPAVEP .PITCH .OE'TAIL NOTT()SCALE - :z 5 12 ~:v.:~~-.:: ::, .. / \ / -• --···•-·:•;:,: .:,',; ----(____ ___________________ / 3'1 .4. C. 0//E/? cl" /?-8. .S% -,;?" ,4 C. 0/V COMP. .50'8 GR,"?.0£ ST/?. /8/+00 TO ST,4. /b'S',.-25 ..SPECIAL Sk'OG/L.OER ,OET,Ll/L a' ;Z EX/ST. P,,;JY'T. {f G"/?4/"tf"L St//?r,,;JC',:,O 5/2/0b'L.OEM' TC! REM.4//V I I I -£QlJ-A TION T.4BL£ ORAWIN!i l?-5010S 1:Q//Ar10N DRAWI/J6 R-5085-S (Wl Y 1/.E OF ✓AM80EEE" RO) (ELY. 1/e OF JAM80~€"€" l?P.) STA. 73+ 18. 94 + 83-+ 76. 38 = 5T4. 156 + 95" . .32 B4+5aoo -f BB +76.38 = 168 + 26,38 F -R.o '¼ 'n---lM / ---,.:_---"\ /-------__ .R.o % I 84+57.25 f 83 +69.13 = 168 -1-26.38 v ----'---=--=--·~==r\ / \_ --~---- ----\✓ I • ' ./, 2-l'ld' EX/5T. PA'f''T. E;f"/5T. GRA'YEL TO .9EM'.4//V St//;>r#CE.O Sl,l:7t/l,OEM' TC! l?E,,Y,4 ,0/ JO/IV e,t'IST. ,,0,4/"'T. I I I .2.<7% I --=:::r-:--J .'--7==----I--.. __ __, -£D6£ OF CONC. GIITT-£12 CIJRB FAC€ I , /03-1-05, 68 + 83 +69./3 = /86 +74.8/ PROJ£CT8£NCH MARKS NO. I L£-AD ANO T4Ck LOCAT£0 ON TOP OF BLOCK WALL ON WE"ST SID£ OFJAMBOI?££ f?OAO OPPOSITE STA. 99 + 49.02. ELEV. /54. 73 NO. 2 L-CAO AND 5£AL LS Z5ZB N. W. COR JAMBO/?££ ROAD ANO BISON STe£ET 5' W£ST OF C. I?. ON BISON 5T. £L£V. /9B.43 N0.3 CH/SELEO"a"oN T.C. OFE.c.e. AT s.w. CO!i?N£E' JAMBOE'££ f?OAO AND N0/27/-1 £AST BL(IFF Dl2/V£. £L£V. 49. 68 N0.4 PIP£ PLl/6 COUPLING CONC'RETE PAD ,I.' SEC!TIONS AS RE"Vll?EP LEAD ANO S£AL LS 2528 NLY-£NO OF 5' DIAM. CONC. BAS£ OF CONC:. TRAFFIC SIGNAL N-ELY. COl2N££ OF JAMBOR£€ f?OAD AND PALISAOES E'OAO. -1:'L-£V. 4-B,9/ OR,4,VGE COtlAITY D,4TL/A1 (A1EA,V $£,4 LEI/EL = o.oo) S(IRFACEOr: EiMBANl<MGNT Flf/SH CO(IPl/HG OR WElO OUTLINE OF GMBANKMENT SETTLEMENT PLATFORM LOCATIONS STA. 16.3+ 75 5TA.l67+75 5TA.l7Z+60 STA.174+50 "o!AM. (3',,,.,3') 1/z" TEeL PIPE REFE':t!~ce_✓,'-r'YF, :STEEL Pl.A TE" Ft.ANGE o~ WELP NVMBE/?S INDICATE SVCC€$SIV1: OPERATIONS ANO EMBANKMENT OVTL/N€, _TYP. INSTALLATION JNSTALLA T/0N SEQUENCE OF REF£RENC'E PIPES TP-ANS/TION FJ?OM I 6"UTT£/? TO 2 GUTT£'R (TYP) 5ETTL"£M£NT PLATFORM DETAILS NO SCAL-£ APPROVED / );:;' /J PREPARED BY ~ /~ t----:D---O-Y_L_E __ E_J\_{_G_I_J\_{E_E_B_"_T_f\{_(: _ __;-----1--+--------------+---1~-i:~woRKS □IRECT□R R.E. NO. 12B06 412 SO, LYON STREF.T SANTA ANA. CALIF TYPICAL SECTIONS AND DETAILS JAMBOREE ROAD APPROVED BY DATE____ '-,,-7 STA. 157+50 TO STA. 186+ 35 (j;)L<A.-Jl. C J,.~ DATE BY DESCRIPTION APP'D. DESIGNED DRAWN , .£J oe,-,up.cr. :,,P,a. 0 R. E. NO. 8603 REVISIONS CHECKED DATE ,jj AUG. 1967 CITY OF NEWPORT BEACH R-5085-S PUBLIC WORKS DEPARTMENT SHEET 3 OF 26 51-0050-01-00 D-1424 ~ ~ I U'\ ~ w ~ ' I) I -4, 0() ra ~ U'\ G ' ) 'l.: I v-, ..... I.) I ' ~ ,c "' I (.) ~ '\ ' ~ I --0 -'-0 r------:--------,1,fji'co,------------------------------------------...,...--=:::-----------------...... ---------,--------------------------------------7 /40 130 TOP OF CURB'--- . ·-120 E:XIST//1/G C/TY .-Y0/1/Cl'#F"/VT ST,<7. 98+8:2,(E/ LIETZ 1386 ARKWRIGHT 12-66 (j k: 95 I I 0 .4:: 9°/5 120 11 R= 1243.16' L = 200.82' r-; "' ~ 'i l;; .., ~ .. " l,j EXISTIN0 SURFACE AT \t li " "' 'It ~ ~ 1/3 IJ >;; & "-l;; ~ cS ~ ~ ~ /20' TAPER 96 97 98 I -Q-. __ -., ---'---1__ -._,,J,,__, -1__ MEDIAN CURVE DATA: r,;:-, '1 = 18° .:12'06" V::J R= 1249./6' L • 404.IO' REMOVE CATCH BASIN AND SALVAGE GRATES. USE ONE GRATE IN C.B. AT STA. 96r88 ANO ONE: GRATE AT STA. l64r80------~ IB";y ~~ © ~ ~ ~ <..i .... "' Cj ~ is -- '1 = 3° 44' 23" R• 12!33. /6' L = 80.49' .... i§ X " I,; ~ ~ ~ cc ~ <.i '-' k: SCALE: /' = 40' /60 IJ k: ~ l;; Cl ~ ¼ 0) Oi ~ 120' TAPER SEE SHEET NO. /5 IDENTICAL. "- "' ~ ,__ ~ @] Cl.: Cl.: R TOE OF CUT SLOPE 66' RT. OF '£. SUPER Tl?A'/VS'/T/0/Y ~-~ ~ ~ ~ ~ * -" ~ ... ~ "' " ll " " .. _, __ ':i ·-· 'si " " " . ------··-/00 IOI "' "' Cl f,.. ~\ ~ ..., .. ~ :ll .,., 0) Q ;. ~ 5 <J CQ \i:. 0) ct . i..: ~ CQ "{ , ~ ~~ lij ~ -----I ~ _o_ -- OLD </. --- ---· EX/STING A.C. ITCH 3 1 PREPARED BY APPROVED BY R. E. NO. 8603 --\ I 1-OP .,..,...ll-.1... T DATE BY TOE JO . . -----------·-~,. ---•-------------------- i • • I C0Nsr11ucr10N NorEs REMOVE EXISTING A.C. PAVEMENT AND BASE. CONSTRUCT CONC. CURB AND GUTTER PER DETAIL SflEET NO. 2. CONSTRUCT I 1/z •A.C. PAVED SHOULOE/? ON COMPACTED SOIL WITH P/.?!ME COAT. CONSTRUCT 4" A.C. PAVEMENT OVER 8" AGGREGATE BASE WITI-I PRIME COAT. FILL BETWEEN MEDIAN CURBS W/Tfl SEL£CT TOP SOIL . CONSTRUCT A.C. PAVEMENT OVER EXISTING PAVEMENT" TJ.UCKNESS VARIES . CONSTRUCT J" MIN. A.C. CAP OVER EXISTING PAVEMENT. CONSTRUCT 4' A.G. DRAINAGE DITCH PER DETAIL ON SHEET NO. 2. STANDARD SURVEYORS MONUME'NT PER CITY OF NEWPORT BEACH DWG. NO. STD -1/0·L 8Y OTIIEl?S. EXISTING BARBED WIRE FENCE TO BE REMOVED. EXISTING POWER POLE, GUY .WIRES, ANCHORS AND U.0. CONDUIT TO BE RELOCATED BY OTHERS. ADJUST MANHOLE FRAME AND COVER TO GRADE. CON.STl?UCT .38 AC. P4YEMEIVTtl//c-'? 8"AGG'RE'C',t7TE ,8,4SE PY/77✓ PR/41cCt7/?T REMO//E E,(IB'TI/VG' C,4TC/✓ .e?S/,V, CO;VSTH't/CT GR4TE /IViET /1/V.O CCIV#cCT TO EA'/S'T//1/G /5" R.C.P. SEE S/t'EcT ,1/&< /..9. NEW UNDERGROUND CABLE TO 8E INSTALLED BY PACIFIC TELE. CO. 8/20/GB DESCRIPTION APP'D. REVISIONS APPROVED d~ ASST. PUBLIC WORKS DIRECTOR R.E. NO. 12806 OAT &?-/'-,-G/ DESIGNED DRAWN oO:Cf.Cf. ~ CHECKED • DATE t;j, AUG .. 1967 PLAN a PROFILE JAMBOREE ROAD STA. 94+89.50 TO STA. 10 I + 00 CITY OF NEWPORT BEACH R-5085-S PUBLIC WORKS DEPARTMENT SHEET 4 OF26 51-0050-01-00 D-1424 I ' I I \I\ I ~ ........ ~ '-'\ \ ---0 ~ i '- -{) ~ ' ~ cs --------------~--7-- --------------------r------------------------------------------------r---------,----,---------,-----------------,------------------------------------------------------,-.,.,--,--:-::-'.1 '-, .. .,- _ 180 170 __ _ TOP OF CURB-- cJ4' c..:i 160 " /!JO ~ "- C\i Cl) -II) ~ ' -~ ..,_ s..· ,Jl, ~ ...,_ IOI 102 rO.RD PL4NT SE£ PROr/L£ 4.60//£ CONSTRucr,oN NorEs CONSTRUCT 4'' A:C. PAVEMENT OVER 8" AGGREGATE BASE WITH PRIME COAT. FILL BETWEEN MEDIAN CURBS WITH SELECT TOP SOIL. CONSTRUCTA.C. PAVEMENT OVER EXISTING PAV£MENT-THICKNESS CONSTRUCT t'M!N. A.C. CAP. OVER EXISTING PAVEMENT. _ CONSTRUCT 4-'A.C. DRAINAGE DITCH PER DETAIL ON SHEET NO. 2. EXISTING BARBEO WIRE FENCE TO lJE REMOVED. £XISTING POWER POLE', .GUY. WIRES, ANCHORS, AND U.G. CONDUITS TO BE RELOCATED BY OTI-IERS. LIETZ 1386 ARKWRIGHT 12-66 VARIES. JOENT/CAL .'200 "" 0 <;> 0 / / //:,;,,: G V. 5t>A'l'i "''" 190 /ci'Cl ~ ~ '\. ' ~ "1 105 ADJUST MANHOLE FRAME AND COVER TO GRADE. ADJUST WATER VALVE COVER TO GRADE. RELOCATE: AIR VENTS PER .DETAIL ON SI-IEET NO. 15. \j "' IX) h. Cl\ fl) " ~ C)\ ' 106 RELOCATE: AIR R£LIEF· VACUUM CONTROL PER DETAIL ON S1-/EET NO. /5. REMO//£ E)(/5TIIVG O/?,?/IVA'GE ST,9dCTt<1/--?ES. CONSTRUCT 3" A.C. PAVEMENT OVER 8" AGGREGATE BASE WITH PRIME COAT. :• c..:i tj "" "" ll:) c..:i 1--. " ~ h. IQ ~ <j ~ Oi (/) ti "" Si ~ (\j ,ii " oi ~ ~ "' 1--. ~ <ti ~ g ~--~- ---- <..i \j -f-: "" <r) 1--. Cl\ 1-.. 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NO. 8603 REVISIONS CHECKE('f DATE AUG. 1967 /1'2 17 ~ I-.: ~ ~ (/j I ~ 0 -1- ~ -. ~ (/) ~ .... '-.! ~ ~ ~ 13 PLAN 8i PROFILE JAMBOREE ROAD STA.101+00 TO STA.112+00 CITY OF NEWPORT BEACH R-5085-S PUBLIC WORKS DEPARTMENT SHEET 5 OF 26 5!-0050-01-00 D-1424 I ------/ ( \ j ' ~----~" V\ ~ C I " "" -0 0 I ~ "\ '\. ~ I ~ { 0 ----------·----------------------------------------------~-------------------~----------- .. _ .2'20 .210 ...... 200 \.l \.l \.l \.; (J l-.; l-.; .. l-.; .. . <:, 'I- );! "' 1-. '-0 1-. I{) 1-. 1-. " "' ,:j "' "'. ~ "' 'SI' ~ tq· .~ ~ ~ .... ---,ii • "' "' • "' "' - (j l..i (j \.; k "' ~ ~ . Q) 1-. 1-. 0) '<I "' :i ~ ~ ~ .... .,;, "' "' <..i ~ 1-. ~ "' " ~ ..... "' WEST0.34% 'EAST0.34% • -- 1-. ~ l:: TOP OF CURB w1z sr o . .57 % GASr 0,45¼ ·wEsr 0.0 1% EAST 0,65% <..ir ---------WEST 0.2,;;¾ EAST 0,53% (j "' ~ ~ \.l tJ <.5 1-.: h: k IO ~ .... 1-. lg 1-. 1-. <l() fl) 1--. ~ "' "' • ~ 'I:· "' i.:;; ~ " ~ ,/j c;; (\J lti 65.3 '_ V.C. AOJU5T£0 TO MATCH PAVEMENT \.l (J l-.; 1-: I'- ~ 1-. 19 1-. ~ fl) ~ <ll ;:; -~ ~ EXIST. l..i h: lg 1--. -~ fl) ;z i.:;; h: \ EXISTING SURFACE <l> .... AT'S£ 'I') 1-. ,:j "' o:; ~ 20 fl/ <..i I-.: " "' 1-. . "' ~ ~ "' ----------------- (j "" <l> "' 1--. <Ti fl) o; i;j ~ ~I ~ ~ ' ' ~ ~ • • ~ ~ ~ a.sa' /4. og' ~ SECT/0/V ,4-/1 ,vo-SC/1.tE //2 /1.3 114 115 , 42 9 MEO/AN CURB TAPER \i: >- Ir.) <: Q: "' ~II: ~ ~~ 17 ~ ~~ ;;.<O 1-. ~!l:: <.., ~ <01:i 1-.: CONSTRUCTION NOTES REMOVE EXISTING A.C. PAVEMENT ANO BASE. 0 CONSTRUCT CONC. CURB AND G/ITTER PER DETAIL SHEET NO. 2. @] ,, fm1 CONSTRUCT I 1/Z A.C.PAV£0 SflOULOE'R ON COMPACTE'O SOIL WITII PRIME' COAT. ~ CONSTRIICT 4" A.C. PAVEMENT OVER 8" AGGREGATE B4SE WITII PRIM£ COAT. @] FILL 81:TWEEN M£D/AN C'URBS WITII Scl£CT TOP SOil. 1131 CONSTR/ICT A.C. PAVEMENT OVl:R EXISTING PAVEMl:NT-THICKNESS VARIES. jl5 I ~~ ~ 5::? ~"t " ~~ 1-. ai~ . ,.., t/l ~ ,0 <l:-~ ,, "I ~ ~ ~!1: : .@:~ 5 l.:: /8 ti !l: 1-. i=l 11:i \Ii ai<: <: OJ - ~ ~ ti: C) fl: ;:!~ ffi::; <.:> 1-.: ~ ~ ..... ~ :,;;Q (() .. ~~ 'lj " :::~ CONSTR/ICT !''MIN. A.C. C'AP OVl:R £XISTING PAVEMENT. CONSTRUCT 4 1 A.C. DRAINAGE DITCH PER DETAIL ON SHEET N0.2. EXISTING BARBED WIRE FENCE TO 8E REMOVED, EXISTING POWER POLEbGUY WIRES, ANCHORS AND U.G. CONDUITS TO BE RE:LOCATED BY Tl-{ERS. ' ADJUST WATER VALVE COVER TO GRADE. RELOCATE AIR REL/1:F-VAC/1//M CONTROL PER DETAIL ON SHEET NO. 15. LIETZ 1386 ARKWRIGHT 12-66 SEEOET4/L C0,1/STRv'CT TR,4rr/C' /S✓,?/VO ~ ~ ~ -,. ~ ~ i-~ -,. , --~ ~ -. -SI) -,. ... K: . ~ <J 160 TAPER ' 40 , I 40 , -40 '-~ ' ~ ' ' " <..i l,j ~- k 1-: l..i l,j h. K 1-. 1-.: l-. (j l,j ti IB Cl ~ ~ 1-. ~ k 1-: \..i "' \\i ~ 1-. ~ I-.: 1-;; 2'; ~ .;; ,:: ~ :;: t:l 1-. ~ 1-. ;)\ " ~ li: " ~ "' 1-. • <:, 1-. ~ "' ~ " ::: ((,) 1--. "' ll! ti ~ "' ~ "' ~ \al' • 0) ~ c;; l:: Cl -----a-"' ~ ------1----2/0_ <.i <.i "' h: <.i -- lo 1-. -llr -.:____ . c,,tsr 1-;,; -- ~ ~ lo . . .-a1% -..a-_ "l \_j I:\; l..i ~ t/i 1-.: !J "' ~ ... . -··· ~ ~ ~ ~ \i l.i (\J I'-\.; i-!I') .,_ If\ 1-. t,:j h: "' I<) ~ ~ "' fr) ~ ~ ~ (\) 0 • ~ ~ ~ 1--. ' (\J Ir) ~ "' fl) ~ t'. ~ ¼ 'Is fa fs '200 120' TAPER 190 118 119 120 /2/ 122 123 /24 REMOVE EXISTING TRAFFIC ISLAND AND MOO/FY TRAFFIC SIGNAL. SEE SHE:ET "/"!-?. ... ~1 (.' 7· t-..J:2' 413:}3 T :-~(:_✓.-f ;::· T /\/f: -fi,.3 s;2: NO. 25'. 9: ~ ~ i-.: 20 ~ lli !I! ct 0 i';! :z "' , !\! CONSTRUCT 3"A.C. PAVEMENT OVER 8" AGGREGATE B4SE WITH PRIME COAT. CONSTRUCT /:/5 FLARE, SEE SHEET N0.15. ti) ~ lli ~ " ~ ~ - ~ <:, 'O 5 1,1 ' tl: ~ ~ ~ 1-.: '!S ~ I ~ /60 TAPE/2 SEE SHEET A(0. /5 'ci Cl 0 'O I-> 0 ... i-.. Cl (\) ~ < \\) l,i .... In APPROVED INSTALL tf'z" RV.C., ELECTRICAL DUCT FOR FUT/IRE . J_ __ P_:_:R_:E:__P_:A_:_R:_E::_:_D _ _:B:_Y:__ __ -t-t--l------------,-I '1/---:l SPRINKLER SYSTEM, INCLUDING PULL WIRE. CAP ~-""~~f!c~~";c;;;; EACH £ND. 30" COYER. ASST. PUBLIC ORKS DIRECTOR R.E. NO. 12806 3" PC.C. PAVEMENT. DAT /?-/'-f-,,;7 APPROVED BY CON5TRt.lCT COIVC. Cb'PB TYPE 8-3 PE,'? ORA7IVG£ Cotl/llTY ST'O. Pt,WV R03. R. E. NQ 8603 DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED ~ CHECKi DRAWN n -;e'.t?. ,,. . DATE AUG. 1967 I? 1--!;; .,, t,j ;.:; ~ "'~ ~;;,: c:,: (\) ~ .... 'I-"~ i-~::, 0\ K "' ~~ ..... l!l 'lc ~t; 8/2.0/GB II !-L_._ _______ "1 I ,-------·-• ~J r1 [~--:::~-=-'~! I 7 ,-----.--\ -·c ... J I -------::-~, PLAN 8i PROFILE JAMBOREE ROAD STA. 112 +00 TO STA. 124 + 00 CITY OF NEWPORT BEACH R-5085-S PUBLIC WORKS DEPARTMENT SHEET 6 OF 26 51-0050-01-00 D-1424 () ---. -- \I\ ~ I Ji d ' ~ -\1 '.! 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W r.11 r1 ~7 TT ••·· • __ , L_, --------•------ ~ C) lo <:) ...._ ~ \J\ § ' "> 124+00 ZOl.42 202.4-2 T.C, 202, 44T.C., I -I\ EAST R WEST ' "' °' ' ~ ., " ...._ "' Co ;;,. IO CJ> <::> (Ji ' ~ ~ ~ ~ ~ ni ~ <': 'i i ~- ·'\ C) 'ti l'f\- /24 + t.'5 J ,?00. 95 l:?4+ 50 J 200. 48 I I J!!* I.;~ I ~~ cl 'IJ ~ C) 124+ 7,s-J coo. or ' !ft; . I, ....___,,, fu 200. 71 T.C. !B Cl) /25'+00 J /99._ff,f 200. 64 T.C. EAST !YEST 125+2':i I 199.04 125;50 ]/98.59 l~~ I~~ I "..., !l, ., Cl~ /25+75 J /98. /4, 125-,. 70,50 6,C.R. 199.31 T.C. I ~~ ' 199.37 r.c. c'AST 126+00 j /97.69 u J /VEST J 126 .. ,7.18 B1soN.sTREET'€. /26-1-6.3.SO '.B-C.R. /9Z50. T.C. 197. GO EAST WEsr· /96.80 T.C. I i /96.89T,C', EAST ' I I ti~ c,, 81 '1..., I ,. " I ili' !!! ~~ I I W£ST /95. 02 T,C', /95.08 T.C. EAST ~~~ ~~ I ~,w :,: I c,, c,, Ci) ..., ..., / f~ I it~ U) ~ i';! ~ WEST ~ 'ti !i: I') ·~ II, /9.3./8 TC. 19a.27 r.c, EAST I. \ WEST _ • 129+15 6E0/N TAPER I ,lti~ 192. 97 T.C. JI/EST ~it ~ I .,:: ~- / -4:~ 129+55 • l ~~· 192.19 T.C./.f'EST 19 /. s'i_O T. C. EAST /91 . .52 T.C £AST 190. 77 T.C. EAST 190. 28 T.C. EAST 189. 79 r.c. £AST 189. 26 T.C. I EAST /88,07 T.C. I I / I 19/, 80_T._(. WEST /29-1-95 19/.40 7:C, WEST /91. ,'JO T.C. WEST 190. 67 T.C, WEST /30+3.S END 'TAPER /90. 4-9 T.C.W£ST /90. 22 T.C. WEST /89. 70 T.C. WEST 189. 18 r.c. WEST /88,46 r.C. IYGST ' EAST /87. 99 T.C. 1817.82 T.C. £-4ST 187. .51 r.c. EAST 186. 55 T,C'. NEST /87./0 T.C. /Y£ST I 180. s0 r.c. EAST /85. 71 T.C. WEST' 185.50 ic. £AST ' /8,;t.84T.C, EAST 18_4, 05 T,C. E,48T /YEST /84. 78 r.c; If/EST l8-3.9{l T.C'. /'YEST •I~ ;;;:. o\ ~ ' ;;! . • ':Ii ~ C) ii; /83.15 r.c. I ! /88./2 r.c. i , I \» • EAST • WEST 1 >' ' ~ Qi C) lb . -I\ ~ . /82.21 T.C. GAST /81.19 T.C. £AST /80. 21 T.C. EAST 179, 0,/ T.C. £AST 182.04 T.C, Wc;'ST /80.99 r.c. WEST 180-00 T.C. /YEST 178.91 T.C. WEST /77, 86 T.C. / / /77, 7-3 T.C. EAST I WEST /76. 69 T,C, , 176. 4~ T.C. , I-/-. EAST I JYESTj 175. '18 T,C, i I /75, ,35 T.C: GAST T WEST 174.11G T.c. j .I 174./0 r.c, EAST f r WEST I /72, 9o r.c. I .I 172.75 r.c. EAST ,T f WEST I /7/, s:J r.c. : / J 17z 42 r.c. E,4ST '/ r /YEST /70./8 T.C. /69. 93 T.C. E,4ST WEST i:;; /GB. 77 T.C. / t /68. 58 T.C. [ (i) ' EAST WEST ~ <::> ' ~ ~ c. I I 'I --------. ~·---. --•-----·. ----· - I ··• ···---·---~"---i_j ,. r----- 6-_/.. 01 16-5 ~/ '?-Z ;f e> t. ..:L \fS L/· • o,;-lJ 1 (.);!--o "O,,._d s--S9o.S-d 160 ... '-...,._ '-...,._ '--...'-... ""'. l..i "' ~ ~ 150 \, " "- \j 1-s i ' ,-··----••s,•-·-·-·-·· ---·-·---·-_,, ___ , '-... ~ • '-'I TOP OF Cl/RB 150 .... EXISTING PAVEMENT:>-AT 1. ~ \j 1-.; (j 1-.: TOP OF Cl/RB Q '~. 120 \j 1-: EXISTING PAVEMENT _AT'[ EDGE OF PAVEMENT -34' RT. OF i TOE OF Cl/T SLOPE . 66' RT. OF 1£ -------r /. 7% CROSS SLOPE RT OF i r:: 1----------'--------------------'~-'-~-=-=---'-'--'-'-='---"----'---''-----------------------'--'h.------,-------,-----------------, /,36 137 /,39 ~ 4.j ~ ~ ;l: I 2 ~ ,., :is ~ J..; ,~ ~ "' ---- REMOVE EXISTING A.C. PAVEMENT AND BASE. CONSTRUCT CONC. CURB AND GUTTER PER DETAIL S/.IEET NO. 2. " CONSTRUCT 1 1/2 A.C'. PAVEP SHOULDER ON COMPACT£0 SOIL WITH PRIM£ COAT <ti (/J !!?~ 140 /4/ 142 14.:J ··-fi· , " ., .. I.II.,. j ::: ...... _. , .. I , . . . ::'JU; ( .. 1 ~/•t: ... ! \· .. ~ " <;\ ~ ~~ii? 5 "' ~ 9: ~ ~ "' tt ~ IS~~ • J..;~ ~ ~ ~ il: ii: ~ \.'1,~ i.i? IJj ~ ~ lt SCALE, I" = 40' c ~ "l ;l; ~ ~ - STANDARD SURVEYORS MONUMENT PER CITY OF NEWPORT BEACH DWG. NO STD·IIO·L, BY OTHERS. EXISTING BAR8ED WIRE FENCE TO 13E REMOVED, EXISTING POWER POLE, GUY WIRES, ANCI-IORS AND U.G. CONDUIT TO 13E ill! " " ~ ~ ~ <: ~ " lC) ~ "' -1- Ill ~ 'll 143 ill! on " ~ <::. "' <::. ~ 'h " ~ ~ <;:; ~ ----·----- ,. >'? <'! ~ l\) <> <> "' <> " " " SUPER TRANSITION TRANSITION ON RIG/./T OF ef! '-... ~ <o ' ~ :::: ~ " 145 "' * " .,, " "' FROM /.7% CROSS SLOPE T0.5% SUPERELEVA770N ,,, ,,, ' \o ' \o C\, -!!:! ,,~ ,,, _., .... 144 '--... '-...,._ ~ <> nj !45 110 ... 120 __ .... . ----· J/0 .. l..i " ~ h. • tn ~ :s: ~ IJj S °lo SUPEIRELEVATION 146 "' .. APPROVED "TOP OF CL/RB. TOE OF CL/T SLOPE . 66' RT. OF I/!---- SUPE:R TRANSlnON 147 /48 9 110 EDGE OF PAVEMENT 3J' RT. OF~ II CONSTRUCT 4" A.C. PAVEMENT OVER 8" AGGREGATE BASE WITH PRIME COAT. ADJUST WATER VALVE COVER TO GRADE. FILL BETWEEN MEDIAN CUR8S WITH SELECT TOP SOIL. PREPARED BY L-~~~-__J--t--t------i---.,z1~&,., ASST. PUBUc'woRKS DIRECTOR R.E. NO. 12806 PLAN a PROFILE JAMBOREE ROAD CONSTRUCT A.C. PAVEMENT OVER EXISTING PAVEMENT-THICKNESS VARl£S. CONSTRUCT!" MIN. A.C. CAP OVER EXISTING PAVEMENT. CONSTRUCT 4-' A.C. DRA//1/,t/GE ,0/TCII PE"R /JET/1/L ON St,'EET ,ra z. LIETZ 1386 ARKWRIGHT 12-65 APPROVED BY Cf0~c.~ R.E. NO. 8603 DATE BY DESCRIPTION REVISIONS· .. OAT" "7-/1,'-t;;;, APP'D. D~. DRAWN //. ;(:ti. . CHECKED .... y.j, DATE AUG. 1967 STA.136+OO TO STA.148+OO CITY OF NEWPORT BEACH , R-5O85-S PUBLIC WORKS DEPARTMENT SHEET 8 OF 26 51-0050-01-00 I I D-1424 ~ 1 "" U\ =--:-\ l)l a Q ~ 1" l" U\ " I .. l/) i __ I ,/ ~ ~ l§l ~ ~ ~ ~ B~G ~ ~ ~ Ul ~ ~ D :>J D \':I D :\) -~ c=j Cl) 0 ----·-------···· ··--- "' 0 w • • > " ~ ~~~~~i::!~S:Sl:S!)i ~ ~~~~½ ½~~~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ MATCII LINE STIJ. 148+00 • SEE SJIT. 8 i. ~ .96.18 T.C. .9597 T.C. I Cli¼ Q):,r /.96.o /s;,s,,;,a EAST 7,7f/WEST. 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'. ~ TR.S. \ ~ ~I I N_, ~1 " '>i as% 1.2si, 1.5% "'IJ.7% \0 Iii C) ,_ .... ~ ~ Cl CJ) CJ) ~ Cl iii 1~ ' ;,., 1:, C) .., ~ ~~ C)8 .,, "I ti),· !!) Sil Ii\ 90.88 E'ND TRANSITION 81:0/N 1.7% CROSS SLOPE ~gi -Ii) )<)'11 :-t C) .,, ~~ ~~ ~ < "'! 64.BO T.C. :,,, "1 "ix '-tf)..U) :::! _EAST I I ~ /. ~ I ~ I "1 / 76.BOT.C. 78.48 T,C. EAST WEST I 90.80T.C. EAST 1 , I I ,t I ~ I ,r.p ~'o I ,,, / fi' 84, 43 T.C. ~ '6 ~ " ~ 0, WEST 90-.::17 T.C. WEST I I 36"C.M.P , '~~1 • • ' ~"!. ,: ~§.~~ 4 1x 5.5' CATCH BAS'IN ; llil~~~~~l§]~ ~ ::,, ~ C,,, ' ':I "' j) ~r:: ~ ~~~ ~ ~ ~ " "l ~ " v] \o\ ~ 'i ~ :--i ,:, t ~ 'i ~ ~ \J\ D fl ~ ~ lo 1\1 ~ ~ ~ Si ', ~ ),.' ~ ~<;'l'>~~,c,~ " "' [:, ~ ~ •, ~ ~~~~~~~~ ~£~§~))~Qi -~::--i;s,~~I::, ~ .. ~-,~~~:() ~~'Ii ~~~~ \.~ ~ ~&~~ \Ji Q \\I ::i ">i ~ ~ ;~ j) ~ ~ <;i ~ ~l::i~ ti;~~~ IJ ~:'i '~ ¾ ~ ki'it~ 'i ~ :•, ~ ~ ~ Yi l !J)i:s~Si ~ "'~1'1~~ ~ ~l~uj ~ ~ ~ ~. 13{ :li ):I ">i ;_ ~ ~ tli \I "( " ~ IJj ~ Ill ~ !J) 'i ~ ~-~ ~ ~ R ~ ~ ~ ~ ~ ~ 'i \, .i:s ~ t ~ '.'-3 'I ~ • ~ . ~ >,j ,, ·~.~ II G'GI.INITE 0/Tl!JI'-,, ( • --::::t--+-1- C:=:'.:::'.':$,t~:=.-I ,; ~~ --I I ·:i I I . ·, . PP. -PROTECT I ) ■.~ , IN PLACE -~ . •.· ~ I I _, i~",.._"::_':c:.· ' ':.V·' • 1 • I i;,. 131:G!N TAPE'R / · I 152+88 I , ~~ TR.S. ,, -~ i---I ' ,}\'fi> 1 I I ·11 Cl'tj / I I ~ '"'"'>: " ~ I d;:, ·\ : "' , o,"'s " I I!! ~ I .,, "'-: ~~ ~"'! ' ~ 'I ~F; 'l ;:4 • " ' ---L---"' 1:, " •i ~~ :, !.'i ti<1 ·, t-:t; :i: ' ili Ci ,J.----f--H--ff-------1~ I t.il ~ - i;1 ~ .~ ~ ' Iii "' 72,30 T.C. EAST 70.86 T.C. EAST 72.43 r.c. WEST 70.97 WEST 15'2+38 ,BEG/IV TAPER 70.II T.C. EAST ~ 67,67 T. IC EAST <ii'-~ I,; 69. 42 T-C. EAST I 67.86 T.C. EAST 69.50 T.C. IYE'ST 67. 97 T.C. WEST 66.307:C'./ f 66.4.3 T.C EAST T WEST I~~;; T.IC. /lj ~il?~ 1~ -,\ / I ~2 ','·, ~I\ ~ /I Pl.IMPING STATION /_§3. 42 T.C. E.,/l'V. 6?.92 T.C. EA • """ C) ~ "1 '1\ "-Cl 1<1.~'li .153+50 ., I I ·~1 \ £ND TAPcR '0 l53+-58 " ;,,~· --~ ~-:· END B.W. FENCi: ii' B.· 153+72 :, ,~ • •• \ '· ~'8''8S: '.,-' 0:) -~1 ,\,;::,,, ' '. : ·~i - ---" :~~ .. j ,~,~ ' "~,:;>\ ' ' '> 0 • .',,- BEGIN EX!ST.m RM.S. 8£RM ~ '/'· I '. . 11 ~ TR.S. /5f3+5~EIV017tPE, io/.84 T.C'. EAST / 6/.94 T.C'. WEST -.! Ill .... 60.'i!lo T.C EAST Go. 4G T. C'. WEST ,,.-o e ,1/ TIC /l l "I I (A, .... \ -~~ '&CZ%'$ :~1 ~ ·, ~' METER !30X(SPRINKLER) \ ~1 -:'$~; : ., ' :l,j !'l..\~ . . • °" : ~ ~ :tf~-=t, ·'' 0:;~ ,,, ~~, "I i;';fA 0 ~>. ~\-...... ,,-' ~~" ti, ' ~~-' I ..:. I() 54,87 7/. "'·"' G9.97 ,t;8:!79 /52+75 ,,;,:;,!!JC) ,;;-5. ,;lcJ "' C) GS. 9,:. I OE /V ?",,-c- ~ t,;C)?G TC. 60. 46> 'T.C. E//ST I WEST ~~::i I ~ \JI % / f 59.00 T.C. WEST ~ ~ I:) ~~ 'ii / 57.39 T.C. EAST ~ ~/ 57.5:1 T.C. fl/EST ~ ~ 55.75 T.C. EAST ~ I ss.~4 ;~;,,E;: / I Q :;.--------.;__ < 58.BtJT.C. EAST \ \ <I) 1 ·\ ~~ • :ii', •1 -~-+-1-------J :S. '" 2:,~ f ~ I,, ~,,, ~ •+. 11 , 11 I .3'x41 CATCHBAS/N Qi ui 155+00 ,c ,11/C.4~. 10."-1~ -I _,,,.,.., I , ,. ..... ~ • E,4G'T ) .54.35 7:C'. #'EST l> ,, "O :n "O "' :n "O ;~ 0 l> < :n "' "' 0 0 "' -< I I OJ -< I c'l :, ~-·> ~ I] \ '\) ,, ~1,_•i: -, d • " ~~:-: I I "' ~-1 J : ~ • t~ ::;:-,:,::•: j ~ ct110 4' 4.c 01rc# ·/ ·.•· ,_·•_i?. 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C) ;s. !'> ;;:: ~ t:. ~ "i ~ il: ~ ;:: ;lj ~ ----- 1• -------~ -------· --~---•--· -------_J --,-! --------·---------·-· r" - .··~. ,~. • ' .1,,-;L c;>.I i-s ~ ?<l ,a-0 6 :.l ?S \, ~-· O,;'-)' ,, (;)/-<j I' o/-(I S-5805-cl .:JO. _ 20_ 0) . Cl ~ "' "' Iii "' " -"' C) l\j "' l\j ~ !'.': ~ ~ ~ ~ " ... ~ Cl ~ ~ "l ~ C "' 160 LIETZ 1386 ARKWRIGHT 12-66 TOP OF CURB (.j (.j I.; I..; (.j (.j l-'2 f... I..; (J (.j IJ (.j 0) h: f-: (.j Cl) l\'J 1--. " f... J..; h: h: • Ri ~ ~ ~ J..; <ri 0 ~ "' ~ ~ )g ~ l2 f... ~ 1-.. 0) h. "' 1-.. \\I ,::: ~ \\I ~ ~ ~ I:) ~ C) ~ "' ls: "' l\j \\I "' "' I:\, Cl, =:: \\I lt, "' ii:: (\j ~ PROFILE TO{' OF PAVEMENT lo /0 RT. OF ,f . Cl __ C) -:g ~ IS) 0() 0) I:;:. It) <ri <ri <ri ~ 0, --- Cl (0 (\j (\j C\i \\I C\i lO "' (!j \\I ~ ~ "' "' C\i ' "' C\i c-, \\I c-, _ Tl?RA/.S/T/0/V G "'TO 8" C.r. E.4ST C0'/2'8 STA /,;;-¢,-,:!?0 DET4/L ---------.. '20_,_ -·· zo • <7oo~--------------~ . If) 0() <:l\ ~ l\'J E.P. :34' RT. OF i_ lri l\j " ID <ri \\I "l I.Ii ' 0, l\j Iii ~ IS> l() "' l\j ~ ~ 'ti Cl l\j ~ 0, ~ L--HIN0E POINT OF EMBANKMENTGG'RT. OF E SUPER TRANSITION ~ <l? o'I * ~ •'> ~ "' "-~ ~ C ~ ~ ~ <:;j " <> " /6/ /62 9 5 BREAK /IP ASPHALT CONCRETE PAVEMENT .., " \ll " •'> "' --- ¢_ CURVE DATA, .d= 14°88'17" R• 2400' L • 6/!J. 16' T•.:J08.26' 17 AND COMPACT 8£FORE SiARTING E/t/BANKMENT. SEE SPECIAL PROV/5'/0NS. ~ Q <tj (\j ~ IS> ~ lli ~ ~§ ~"' I:) :.: ;::l ~~ C) ~~ ... .., '-0 ;,;llJ ' l(j C(j .. ~ 163 ~ "-..... ID .,., "' "' "' "' "' \\I 164 ,7. t --z_LSC4'LE-· :,5 /64 ~ "' "' 1-.. ~ ~ ~ B I ") ~ ~ c:, ... -- s. 0 = • 0 /.,,-¢ <: ... ·o "' I::: ~ "' Cl I IS> IS) & ..... "' "' <I) • "' "l "l "' "' "' "' "' "' "' "' l\j -"' ~ "' "' "' 2% SUPER ELEVATION /65 /65 /66 \ CONTRACTOR TO CUT AA/0 PLUG ABAAIOOAIEO 2" WAiER LINE CLEAR OF HIS EARTHWORK OPERATIONS. "" -·:-, ~c~ ~I ----\,(\ -__ -'I:> ~ _-. ¾---::-~-~ -;;11 1,///1~// ,.,111,,,, ,, , , , :,:_' /64+50 B£0IN PERVIOUS SANO BLANKET. t BEGIN DRAINAGE DliCH. II) ;:t ~ lilt C(j i:: ,._ Cl\,;:;,; It) • ... ~ l8" '< 0, ~ "' h'/A/G'E ,A?//VT Or EHB.R/Y,,f"'/WE/1/T GG' M'T. Or i!f- o'l' ~ " SUPER TRANSITION •'f tli " 167 \7, \~ .,. ti) " s. 1/j "' EA?lJANKMEJJr "' II/ 168 \ ~ 2 1 SAJID BLANl(ET • . ' -\ C') :c. /2 15 0 JSTANDARD /BAND COUPLER !NV. EL. --~G_'--,'"41 SEEPLAN ~-+-CONSTRUCil(JN IN/IERT PROFILE I 5110/?T LENGTH ·,•' .. ,, ti '-3 11 : '/ 1----'"--''------.I z ASBESTtJS-CElt!ENT .~_'. SHORT lENGTII PIP£ COlJPllN6 ; :1 .3 1.3 1' 11+--=--=----1 X-SECTloN· OITCH PREPARED BY A"i"PROVED BY R. E. NO. 8603 DETAIL NO SCALE ASBESTOS CEMENi PIPE CONNECTION TO MANHOLE OR JUNCTION CHAM.BER DETAIL 3 /SETTLEMENT PLATFOl?/11 _,,,/PIEZOMETER PIPE /" BY OTHERS DATE BY 0 0 0 0 0 CONSTRUCT/ON NOT£ 5 CC'IVSTRVC'T Cl:J///C. CP,,PS R/VO G'?'TTER PER OET4/Z BQ'EET #6' £. COA/S'T,'??'CT / //p AC. PAVE£? Sh'Ob'LPER OIV COJWP4CTEP SOIL· W/T# PR/✓wE C'OAT BYOT#ERS. CO/VS'TR.:1/CT _g// ,4. C? PR.VE✓wE/VT 0,/'"E"R 6'u RG'G'REG'.4TE BRSE ff/TR PR-E a?,4T. CC,VSTRO'C'T DRA"//V,,;?G"E S'TRV-C'T~...PES A'T .5'T4. /C,;t:-,,,:71:? SEE Sp'EET /VO. /.3'. CV#ST,90-C'T 409 ,(./: Or$// ,.PCP. (',?"700.0) SEE PROr/L'E S#'FET.S /0 4/V.O //. APPROVED PLAN a PROFILE $~Jt,,£ ASST. pLJcw6RKS DIRECTOR R.E. NO. !2806 JAMBOREE ROAD DAT STA. 160+00 TO STA. 168 + 00 DESCRIPTION APP'D. DRAWN // 'tl.fil. CITY OF NEWPORT BEACH R-5085-S REVISIONS DATE AUG, 1967 PUBLIC WORKS DEPARTMENT SHEET 10 OF 26 _ s1.,oos.o·=-01-oo D-1424 ) (JI ~ I i ~ '- ' -0 0 -I ..t I) I ' '° ~ ~ I__- 24- 20 /0 /,///VGc p.?/,,YT Cr EN,0,?,,Y~ME/V'T 66 'li'T. 0/'" i: PROFILE Top OF PA:fEltlENT THESE ELEVATIONS ARE FOR REFERENCE ONLY. 70 RT OFI f--~------------'---F<-=---oRc:__:.e=--R=1 o:..:G:..:E::_-,---:D=-:£=--c=-K:_:_E=L =-£-=-=VA-'--r.:..:z-=o.::cw.-='S----=s-=c-=E'-----=-s.'--''/l.-=E=-E'---T---'M"-'v."-.-"1-'--1 _______ _,,,._1 ~I "' I -J E,X-i5TI--;;; 18" ;;-J -:;,___---- SEE OET,4/L 18" CHP ,Ot7ff/V .OR.4'/,11 -., 3-lh' ,,.,.-D ,D 9/ L. r. 13",P.6:/? PtZI:? /.J 168 /7 q' ,,, EB... ---.18" • ~ ·-~~ ' ~i ~ Q ~ r\ I I II \ I \ I \ \ I I ---"\ I \ I V I I EA'/5T. GH'Ov'A'.O ,[/,YE /69 170 171 r--CONST. /O,f ,!.r ,#Emt ,SE,?,1,1 G"7.4',Q,O P,7/L. SEE OET,4/L Sh'cET ,,ya /5. 1 t'0/1/ST 54 L. r. /YET4L BE,4,,Y G'v',?PD R#/4C. SEE DET"'7IL S'#EET ,,YO. /5. ~ /?E#Clv"E /Oef L. F. Or #ET,4L BE,4N G'c7RRO R.17/L /IVC'L. POSTS. \ \ \ \ ~ ~ ' -\l! -\ \ \ \ I .2 .L.4#£ BRIDGE. ~ff ,, /,:;!f) I ' ~ ' ' ' CO/VS'TRUCT I \ ' ' \ \ \ ', Jq5 172 \ 3 1..------~--------- -f-sANO 8LANKET 1/NOER EMBANf !i1ENT 1 FROM STA, /64+50 TO E,'/0 OF SOOTH \ ABVTIJ1EIVT FILL. SEE TYPICAL SECTIONS S;tEET NO. 3 --11------.....,, LIETZ 1386 ARKWRIGHT 12-66 roR EMa,4',V~,,YE/VT .BETM'EE/11 .5'T.4. /,&8,.,&6' .4/V,O l?.,?.-5/. // SFE GR,4.0HVG P.(4/V S#FcT /VO. /8. ' ---- Cj lrj EI( /ST. .:;-,=,:.,,v,0 St/RF-'lCE _ OIV {? UIVDEH' C<:?/VSTRv'C770/V llT T/ME Or S'v'R//EY-{✓AN. 27, 1967) PROFILE TOP OF PAV£MENT 10' RT. OF ,t ------- 174 D ~-=-scatc:, I"• 40' ., . .,_ -o. 582G- 175 17 \l C//VP4YE,O .0/TC# V' /~#n-, \i_ --<~_:-' -' --_,_,_ ~, ---. ---c_' ----~ ,...,,.~ I 17G PREPARED BY APPROVED BY ----------------------·, <;;),~ c. ~ R. E. NO. 8603 DATE BY /,!? ,;&;? /0 S•-0.0/4'4' flCP. CO/VC/?cTE COt:'t:'4,R TO ./0//Y 16'" P ?; '? ro /6'h C.U..P. SEE S'EC770/V ,4-,? O,PEtV 01~# PO /0 Ch'"'7#tVEL 4.0 0 5C',4Le h'ORIZ-· /"',/O' //FPT' /"• 4' 2-G. L. ,":" /8 11 &.,f:1./1 DET/-1/L 0 ..YO,, I/£" f1 ./·;St:JtT SE C T / O N ,4. ,4 SEC T/0/V a-B !VO SC/lLE Ct1NSTRUCTltJAI /VOTES STA'/V.OH'/?/.J SC/RYEYCRS HOM'ME/1/T ,OE/? C/TY Or /1/EffA:?/PT BERC'# ,{)lf/G. ,M?. 5T'.O. //O·L .iY OT#c/?S. CONST. l//2"A.C: PAVEP SlrOVLOER ON COMPACTEO SOIL W/Th'PR/,WE COAT COIVS'T. .3" #.C. ,04//E/4'E/VT 0,V-ER 6'" A'G'~G'RTE 84S'E ff/,r# P/?//h'E Cl:?,?T. COIVST. 403 LF. or /8 1' PCP. ('PO<,!? o) 5EE p,.;:o,F/Lc S//EETS /0 4/1/,0 //. /G8+9S C?',1/ST. /8" C.4"P. OCM'/1/ .OR,<7//V sm /,6"8~9/ TO 1£'.@ '7 :5EE DETR/L(f;) II 8/20/GB APPROVED PLAN S PROFILE DESCRIPTION REVISIONS ASST. PUBLIC WORKS DIRECTOR R.E. NO. 12806 DATE~ APP'D. DESl~NY) DR1WN JI c£X;f'. a. ';f';'. tJ. . CHECKE~-DATE 'ff" AUG. 1967 JAMBOREE ROAD STA. 168 +00 TO STA.176+00 CITY OF NEWPORT BEACH R-5085-S PUBLIC WORKS DEPARTMENT SHEET 11 OF 26 5!-0050-01-00 D-1424 -----! •' -----~ ------------~--~ ~ ~ I ~ :t ~ ll ~ "I-) I" V'1 ' 6' I ~ ' I }1 ,, \I\ I .-~ l ~ ' -e. :i ~ I 1 ~l '\ "() } cs 700' KC /.20' T.4PER SEE S//'E£T /Va I/ P. /. • /8. 73 rc?R Cc?/V77/Vtl.477C,V or k'C'. Pl?Or"ILE Tc?P c?r P///Y'T 10'./?T.?'r ff ,2C7 /CJ. ~ ~ ~ -~ .5T4 l7G~ 75 t- Q:7,1/S'T. 4,f/H /. 0. ,¢/. /2( Jt/lU:'770/V CR#H8E/? PEI? OET.4/L@ /7G /77 \ CO/I/ST,t;,t/CT/0111 A/OTES \ \ \ RE.4?0//E E,YIST/,1/G A'C. P,4//E#E/VT 4/V,O 8,4'5E. !1 16 C'O/V5'TH'i1/CT cc,rc. C?-'R.B 4,-v.o G'?-'TTER PER Oc.T4/L S'#FET ,ra R. • '· • :_' ,--i.J 4/::;? L . .r. 24" R.C.P. (15000) CC/VS'TRtlCT / '/Z" A.C'. PAVEO SHOVLOER ON COM'PACTEO SOIL W/T# PRtw£ COAT r/LL BETM-'EE/11 McO/#IV Ct/RBS ff/.T,t;' SEL'ECT T'7P .50/L. C'c?A/S'TRO'C T 4' 4 C'. OR4'W.4GE OITC// PER .OET.4/L S#EET ,,ra ,R. 3T,?/V0,4,.,PO So'Rt/EYt:7/P.5 Mc?/1/tY,WE/VT PER CITY Or ,1/El1/A:7RT BERC#' .Ofl/G: ,1/6' ST~ /lc?-L BY OT//'ER.5: .40../o'S'T ##IV#t:7LE /"R44"E #/VO Cc?.P'E/? TC GRA'.OE. LIETZ 1386 ARKWRIGHT 12-66 f-.~ ~~ f-, 1:-- ~~ ~~ ~~ ~~ ~~ ~~ \Ii.~ ,_; l.i ~~ l.i '\i K"' ~~ \i ""' ~~ ~K ~~ !'(N I\ . ~~ '~ ~~ "'1o ~~ ~('i 180 /8/ 18.:2 !?II ~ ~ [?ll ~ ~ ~ ~ Im rm ~ ----. AOJVST W4TER V4L VE COVER TO GR.4.0E ( Z 47' ST4. 176 7'-6/) REA/OVE EX/ST. ORAINAGE STRC/C'TC/RES 1.2 E".P. Cc?;VS'TRtlCT .5',, ,?.C'. P.4//EHE/VT 0//ER c5'" #G'G'RcG'M'TE BRS'E 11//TR PRl/lfE a?4T. CO/VSTR?-'CT /.-15 FL'RRE SEE S'#cET ,,ro. 15: 3 ,, P.C. C' P#//c.#EIYT. C'C7/VS'T/?i1/CT .OR4'//V.46'E ST,,P?'CTO-RcS #T ST,4. /7,:;-,75 SEE S#EET /Va /4. Cc?/V.ST,,P.:1/C'T 41.2 L.r. ± Cr ..?¢0 P.C'.P. (/5C70 LJ). CC7/VSTRt/CT .OR.41/VRG'c"STRa'T.?'RcS ,4T 5T,4. 180, 87 ± SEE S'#'EET #0. 15. Cc?/VS'TR?-'CT Jtl,1/C'T/C71V C#4M.6'ER .17T S'T,4. 18¢•..:?/>' 5EE S'/2/EET /VO. /4. Cc?,1/5',-Rt/CT 155 L. r. :t Or 2/ "RC. P. {' l5CC7 o). CC7/V.5'TRP-C'T _/,:1/#CT/C7/V C'//H'MSER 4T S'T.4. /85>' 79 Sec S'l✓EcT /VO 15. ----------------. ----------------------------·-·----------- P.P. 0 /84 5Tl'l. 183 + ,25 JO/,V EXISTING .3 H 4. C' CIV 8 H .4. .B. ----=-=-- 0 ,:j= .!/.2" ,39' ,f,&H R • /G08. C70' 0 LI= ,:?/0 5c?' .3!!/JH /?• /59:2. c?C' L. • !'J / G . G8 ' L. = Gc?,:,. !'J.5' PREPARED BY APPROVED BY DATE BY ll R. E. NO. 8603 L1; e:;,D 31" /BP R• /,:,0.2. 00' ,t. • 18.:2 . .35' DESGRIPTION REVISIONS APPROVED . 5C7 ... .30 • REtOCR'TE ?:S: Pv'c<" BOY SEE SlfEeTN'~2S -NOTE /SJ I I II'" /VEC/:SSRh"Y T/1/5 M.4/V#c?,(E rRRME ,47,,r,0 CO//ER fl/ILL ,8£ ,40JL/STEO TO 6'R40E BY C?T//ERS. .?s:1.u~o~TOR PLAN 8 PROFILE JAMBOREE ROAD R.E. NO. 12806 OATE_/J--c'7 STA. 176+ 00 TO STA. 186 + 74.81 DESIGNED APP'D. oCf.C/'Cf. CITY OF NEWPORT BEACH R-5085-S CHECKED YI' DATE AUG. 1967 PUBLIC WORKS DEPARTMENT SHEET 12 OF 26 51-0050-01-00 D-1424 ~ ~ I :--\ ~ ~ I\ --;..,.. OJ I" U\ " \ \J\ ) -- i=--=::::i I I I I I . I. I I NEW CURB /2H CONC. COL/.rlR #2 8,4RS@ 1211 O.C ·--811 LG. ,-1- LL.,: __ ~~-::-::---2-"'4 Bl'?RS@ r;;" ,c?ROUND JOINT /Nv. £L. -/Z'f.8C, /8 L..F. OP 1311R.CP-l500D -PRVFILE 5CPL£S: VERT.: t!I =4 1 /-!ORI z.: 1'1 = 4 1 . . t is ~ ~ r.c. 1$' 1571/o /NV. EL.-. /33.30 INST, LL 18 L.,F O.<C /.5 R,C.P.-/.500O RIW R/W 7c,,. 74,75 I ✓OIN EXIST /5 11R.C.P REMO VE EXIST C.8. PL,C/N SC,QLE: !"= 40' G+88 INST,4LL 6RPTE INLET TYPE GVOV, ONE GR/ffE. MODIFIED PER DE[P/L DR/1/N4GE PL4N £ PROFILE ST;:? C,G i-88 LIETZ 1386 ARKWRIGHT 12-66 /40 /30 /20 EL. 48.5 NO 0/TCII F.L = 47.5 SO. DITCI/ r,L. =4&.b !NV EL.-44'00 . FIN. GR. /NV: EL =42J4 /1.C, DITC:12. ---<;J F.L 4G.5 INSTPLL PECt,'1L INLET 5E.E D£7l1/L • GS L.F OF 18° R.C.P. /8000 F.L. 47-5 PROFILE SCPLES VERT-: /II= 41 HORIZ.: f/.1 ;::: IO" \ \ rsc.+zo EX/ T. M././. \ INST, LL t;;S L.F. OF 1..5" R.C.P.-/5000 FOR DITCH TR;:lNSI ION SEE D£.7jq/L 5 14 PL.4N SC,'1LE: /II= 40' DR/:1 I N4G£ PL/lN ¢ PROF/ LE ST,4 /55f7.5 , ----------·---------- RIW l'l.C. DITCH ,P R/W REMOVECONC COLL.4R, E.XIST. IS"CMP ¢,AC DOWN -~DRf'llN~~ TOP 22.00 50 40 F.L. NOl?TJ.I. souTH.,zo.oo • ' " __ 2o_. --" rx1sr15'~epi ~ • • .JOIN EXIST I.S"A.CP T."a-T~7';'-;f-a;7,2• =r1 lf-c4-++ • /NV. EL=/,:, CP '. y , ;c·· .. /NV. EL. =17,00 /NV. EL.=IG.o /NV EL.• I /6.50 !NV. EL •/6.75 32 L.F. OF 15 "RC. P. ~ /SOOD - PROFILE SCPLE5 VERT:1"=4 1 IIDRIZ: /11= ✓-01 EXIST. /SH R.c.P. I; 1.5" C,M.P. /NST,:!LL JUNCTION C/1,QMBER SEE Ot:iT-G) /3 /NV. EL .a 18.00 EXIST-c;' BLOW-OFF V"1LVE $ PIPE INS t.L ZG L. ± OF/2,-C.M. . S,Ql.V,,:,Ge IZ 11C.M.R FROM ORPIN ,4; .ST,q /55 -r80 ---,,,,.---"2'-s::-,r~l--/--t,,,r+-::::5::;;;:_;FE PROF/LE ;'?BOVE C/1 r/.C. CURB R=8' VNP//Veo =~/1.;,;;.:. c:.·..:n::;v,;,r.;;cH~--f:.L'.:_:::---5~:,;;,."4:::::: : : ~ t : ?✓-TC::H Z . 18 11 R.C.P. d FOR PLPN 'r PROFILE 5EE SIIEET NO 10 /NSTpLL 32 L.F OF 15 11 R.C.P.~/,5000 ;c:,4 f-80 /NSTPLL qRr:/TE INLET FOR 01rc1-1 TR_4N91T/ON SEE OE7i'l/L © t'TYP.) 14 0 0 ~ TYPE GVOV, ONE GRf7TE MODIFIED PER ,:D:.:;E:.,Ti:::.";,?:..:l:::L,_-+{£)...,4-:.-l ® II) ~ PLflN SCRLE: fH = 40' :,reo~4:<;!rc,B""ao'==-=--:-c-::-==--_, INSTPLL SPECI//L INLET ffi SEE DETPIL -----tvP-'~~'4.-1 DRll!N4GE PLl!N <5 PROFILES ST4 /<7,4 -1-80 -p· R EPA RED BY APPROVED BY 0,~ C, ~ R. E. NO. 8603 DATE BY ' ~ I ·-J_ __ _ 8/20/GB OESCRIPTION REVISIONS IS~ 4.C.P. -FOR PROFILE 18" R.C.P. . SEE SHEET N0./0 !NV EL,205 G'-011 MIN G11r'7,C. CURB 0/TCt.f F.L. 20 2" ,::ZC. INLET rL,'lf?E SLOPE TO l2 11C.Mf? /NV. /NV. EL.= /8.00 PROFILE -12 I/ C.M.P. SC;:,Ll=S VCR T: 111-= 4 1 //ORI z: /11 = 4 1 P4~1,W"7Y M;:lNI/OL.e-FRl'lME ,j COVER ,4L/l,4Mf3R,4 FOUNDRY No, ,<l-12,:;2 ~IM El.== 22.30 / GO" 0 . .0. FL.l'?T TOP COVER • -0 - • •. • -.(I - • ~ D£T,q/L N. T, S'. APPROVED df{fd!},/tL W/ 30 11 M. H. OPENING PER OR4NGE CO. STO, PLr:IN 503 - ~ .. :,•· ' 0 ·tt- (Ji) £L. " , ' 20.00 a-RATE EXTEND CONCRETE TO BOTTOM SL/18 or iNLET W,<7L.L, CURB SIDE. DRAINAGE DETAILS /0 ASST. PUBLIC WORKS DIRECTOR JAMBOREE ROAD. R.E. NO. 12806 DATE___&'- APP'D. DESIG@:?!NED oCJ. ' , CITY OF NEWPORT BEACH R-5085-S CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 13 OF 26 AUG. 1967 51-0050-01-00 D-1424 / ... l,J I) -4, ('I Ii' <I\ I ..,. ~ 0 1 ...('I '"I I c ' -t'l I i) .... hl ~ F.L. MEDIPN DITCH ,q,c./NLET FL,4RE SLOP6 TO l2'C.MP. __ .1.... _____ _ 48 L.F. OF 1!5" R.C.P. 10' BRICK OR CONC, SE;!ll BET. 12" C.MP. If 3d'RC.P. 2411 R.c.P. FOR PROF/LE SEE Sl(T NO. 12 EL. 2/.20 PROFILE -12'1 C.M.P ' Grqr:/elo • < dra1Tl /NV. EL..• /.3. :5 /NV. EL . ..,, 1..3.SO .30 II STUB so /NV. EL.= /.3,00 /NV. EL~/5.00 INK' EL.= /5.SO !NV. EL. 5.23 EXIST. .30" C.M.P INLET C,qTC# Bf'ISIN· TWO GR4TES, TVPE CVOV MODIFIED PER DETP/1.. 4- 14 PROFILE 5Cl'll..E VER -r.: /11 :;' 4' .t/ORIZ.: /' = 20' ~--FOR TRRNSITION G 11 TO !311 C.P. SEE SIIE£T No, 12 /7G-I-'S -/NG7?:1Ll -f8// I. 0.. MJ-1. fT EXf'lCT L Oc.,::lT/ON TO BE // DETERMINED /N r,IE FIELD I TO JOIN 30"C.M.P. DR,q/N Ii SEE OET,4/L (7\ --i--------t~'---+----'\@ pc.CURB R=B' 17G -------= UNP,4VED ~IT~~ J 177 EXIST. ,;;; 11 BLOW-Ol"F V.4L..VE ¢, PIPE 24 11 R.C.P-/500D SEE PROF/LE S/1£ET N0./2 EL. 19.'JO -,,,-L_ ;e.-so No,-?TU p sa,,;:,q 24" R.C.P .3" I I \ ~~ip-~"'-/-J.L--'---Jl..-1t--l---u - ,;;;" 4 1-0 11 /lo" 2'-Ou ;Loq . MIN . ·'' ' • V ' ; • ' ..,..._ ___ 4-8111.0. M,4N/-IOLE PER N. B. owe;, No. GTD. 401-L OR 402-l ,3011 RCP STUB-OUT SOUTJ,./ G" .3 " ' 0, #. ' 11: _, --~ b \ \j • ' .-' \) RIM EL. 21.20 ~-. ~, {) ·_, •• ::.·· .1_.,.- 3' G" 3" .. ' ' ' 0 ' --- ' ~ ' "' • . <'<) r ----' • -'-~ ... o . '~ ~-p" ". • •. o6' Cr ,~-·: ·"'. ., ,. #5 \'l NOT.I:: THIS JUNCTION CHAtf8ER-MANHOLI: • .b • ' '20 > ' . '. 0 ' . . s .• . ~ . . .. ' ·-D ., . • MAY BE CONSTR/JCTEO ANO STRIJCT/Jli'E 8ACKFIL/. COMPI.ETEO BEFORE COMMENCING NEW EMBANKllfENT AT STA. 176-1-75. 2Lo l/,z 11 M,LJX. 'O ROCK OR £L BEDO. ...30" OF .S.C. '30 S/.l 7 1-G1✓ SQ. SECTION (;i'\ SECTION (a\ -~ ~ JUNCTION CJ.!4MBER ~ M,4Nl-!OL£ 514 !7G+7.5 41 -/0 • \j c;" .3'-/0q r?NGLE IROV. Df::ff!.1~-=l'-o" G0 I @i ~ R.cJ? ' ' r ' \'l TLET7 r . ---------'-1 -I I fc'\ ~ I I • \/4./ ' I I (l (r : ' -,, I "' --1 I 1-------1-----7 r \ ' ' \) ,, ") ~-lr-:-t-+-:-----,--:-+-i -, +- L 1 "'4 Bl'lR ENOS LrJPPED /2' ' ) ' t:! ' !2. ~ -, \'l - .3 '-o'' M. H. STEPS @ IG'1 O.C. PER N.B. DWG. NO STD 4-0G -L 24." R.C. P /NV. EL. /.3.SO 3" I • , 'h90.'?6'1(. f-0 ct EX,'57. 3err e.,'Pf.P. c,~ FILL ;4S 5PeC!F!EO NC New 21'1 RC I? /.5000 ---......... ' BRICK UP OPEN END Double Course Brick. - G' V/-1Rl£S I &" /d/d.' 3✓-0½11 id~ ;,-4 @ G o.c. 6 TE. VT R TRPNS C 14 lo, ¼" /, " ·t,.· •.• t:." Pl;::!N • •• l; • ._z,,.;,"1: '. ·-' . • • D a-•.• , BOT/-/ Wr?Y.5 NOTE.-COVER TO BE M?lDE IN TWO SECTIONS fl/'¢ GA'L.V. b'~,SOLT 7✓1LG COVER PL.4N PL;:JN ' \ REMOVE EXISTING R£/NF ~ CONC. DROP INLET{ S,4L',1'7G6 I 7 COVER--. ,,---------r1 l.... --+-t:bl::c=''l--!-<?-s-1+- Su /84-1-2/t: @. JUNCTION Cf/,'TMBER PER 0R"1NGE COUNTY STD. PL4N 508 (;;"CURB¢: GUTTER I J.. _____ _:_ J \ Lfl---~...v I L_ )", I __J l L'?TIDNRL JOIN £X!ST. 18' RC?. AT -4P.PROX. /84-1-/9 ~ SEE PROFILE SHT. /2 r PL.4N 14 NEW 2/// R.CP. .!JEE PROFIL£ Sh'T. N0./2 /?IM EL.= 4-0.88 I T.C, 41-3B • 7 t,.; .. 3",:70JUSTIN<; RING • ,, . '· -~ ;, • <v· _::. ··• 0 ' ' • • A • ... .., .. .5f-c;;;,u SECTION 2.4" ID M,4/v"/IOLE rR,?ME ,¥ co_VeR ,4L/lr1MBB,4 RJVNDR.Y ·NO. ,4-/490 OR ,qpp'o. Ea_· ' ' F .. M. II. 5T£P.5@ /G o.c. PeR N.B. OW<,' NO STD 40G-L ( Z .Rca/J) 14. SC/fLE .-;,z•s 1/.0", 14 JUNCTION Cl./;::iMBER • ST; :1•" .-• ,-o. • DET41L BULB r'lNGLE. INLET PER NB. DWG. NO. STD. 302-L OR STD. 303-L ------ 184-1-2/ 2 14 FRJ'IM£ (i CiR/?TINO (CURB GIITTER, : I'. FIN. P/-lVT ..l.--¼----rr::c._-"F. ~""" ·r ---= ;_·~-• __ J L _J 1~ ' / ' f ~ / .3'-o'' GLITTER TR4NS. .,r l: ~-l 3'R :F~ -==A'~ -~-: /.5// ,f'.C.P. R£"1R OUTLET " NOT£ ,C-OR OTH'ER DE?;q!LS OP GRA'TE INLETS SEE OR,4N'CE COVNTY STO, PL,4N .304-. INLETS TO BE SET¾'" 8ELOYV ?VP o,:= P/7VcM'ENT. No LOC4L DEPRESS/oN - SECTION SECTION sr,q /G4+BO-, ONE G,<¥/TE/'$,4LV,<7GE) sr,q '7Gr-88-0NEG,ii:JQT£1S,,LVr'IGE) sr,q 17,:;,,. 7s -rwo GR,qT1=srJ;,,;,Lv"1Ge! ST'4 180 T'87 -ONE GR.1'7TE(R/RCh❖4SE} GR;::::JT£ INLET -D£T,4/L 4 ---------l---''---1 S'c,c;Le: ~'/=<= ;t-oP J 4 111----------i48~~L~. F~-~O?:r~/S~''~R.~.c:.:P. -¾,. 8l/!CK !RON PIPE SLEEVES f/411 X 2'1x8 11 /.E /0_'.0ITCI/ TR,<1NS!T/ON ~ ~ /!500D I I UNP,:11/.ED DITCJl __ __j. ___ f1i:;1 Ua~~--4-' f"1, C, DITC/-1 F.L 1/3.50 FOR OITC'h' T..9..?/VS/T/0/V ---------- 12//C.M.P CONNECT TO 30" .5TU8 OLIT S_,qL V,4GE /:2// C.,W.P. FkOM DR?l!N AT sr,q 1ss -1-eo SEE DET.4'/L @ !7G+75 14 SEE PROFILE pBOVE IN5T,clLL SPEC/PL INLET SEE DET;!l/L ® 14 PL.4N S'c.4LE: ()"= 4o' DR/JIN;:JGE PL/lN E. PROFILES 514 17G +/75 INLET F.L. -, ELEV;::!TIO/\/ f!.. SECTION@ 14 CO ~ -~ T ~UC T fE D00 -B/2o/G8 SPEC/.clL DET.4/l 0 • w \ , ' , ' - .L~l -· ·-... F.L. 2 .. EE"PL4N.S ·-... SEE PL,4 WS . ·-... #4@ /4 11 I~~- ~ //,'zq . ... TYP. . .._g" ./ . z11TYP. ,,;' zLoP G" ..3'-oN SECTION INLET .3 14 uv,~ .S#,.::7PI=_ n:rTRRPEZofD,QL Gi' ;t t " ' ' ;: \) ,--~ \) "1 F:L.? 'l-DITCf.i ! ~ I ' - \) I ~ ·, I ~ -1.._ -i:: ~ \/) NOTE. 6YMMETRIC.4L ,4BOUT / PLl1N D£T4!L PRfPARED BY BOYLE ENGINEERING 412 SO. LYON STREET SANTA ANA. CALIF. APPROVED BY <0u7 llc, ~ R. E. NO. 8603 DATE BY DESCRIPTION REVISIONS - ' ('l / ,, ~ UFRPME FOR S,c!LVA'CE GRPTES. SEE NOT£ BELOW FR?!ME PLIJN DET;::f/L N. r. S. APPROVED &@~ ASST. PUBLIC WORKS DIRECTOR . R.E. NO. 12~06 DAT~-/',,-?'') APP'D. DESIGNED DR~ll..._ ~. ~ . . A¾67/ CHECKED ft DATE • AUG._ 1967 ' " ~ \l ' ,, r "' ' \\J 5t:JLV;4G£ GR.4TE NOTE:.· 14 CONTR..::1CTOR JS J:?ESPON.S!BL.E FOR INSV-'?ING Tf/4T FRPME FIT Sl'l/..V,<1CE GR?lTES DRAINAGE DETAILS JAMBOREE ROAD CITY OF NEWPORT BEACH R-5085-S PUBLIC WORKS DEPARTMENT SHEET (4 DF 26 l!ETZ 1324 BLU-LAR 9•65 / (, ' _); '1::l (/\ -l I C) ~ '- -0 ' 0 I --1 ~ .... ...h ~ ~ Lj_l__l l)£TAIL. TY.PE GVOV INLET5 _ SEE .S#EET ,,YE /4 (!) J B' I I I I #4@/0 I I I I 1--.J • • /)£TAIL r JAM80REE -'!OALJ . 8' I I I I I ' I , B---=-t----i ~ --1 I a' I I ® 27.85 #4@/0EW@i STEEL 0ETAIL.S JOIN .E,.\7$77,\IG A ~STA· l80,a7: /;I t-+-1-..L_ BO"¢ MANHOLE ___ , .B 4 't: ' PLAN I /2 L.F. I I 12' 12C:P. ~-, , ' ( \ p \ / 10 EJ{IST...#"-✓ l8"1WATER SECTION A-A e4,, R.C P. -1500 ,l) ,,.-,::: E" ·----- SECT/ON IJ-8 lJRAINAGE STRt/CTt/RES -SrA-1801'-/Jl J/4 H= /'-O·H LIETZ 1324 BLU-LAR ll-6i B' I 278S rr=-x_ 2'18 , I I /4 ~ I V 'IIB''R.C/i )< I /'\_ ,, ':::::::::::: , r t ~ X-2,cl l I 'x ,,_r I 14" WIDE ST/RRt/P 7YPE I SAFETY STEPS~ r.3/4"G4LP. STEEL A,ST,M, A·li?3) PER N.,!3_ STD.OWG. I f N£4oB-L EXt'STIN6 VAt/L7 l)ETAlt. RELOCATION o~ ik'NT LINES Ar S'TA-/02+.36' 48' \ ' 6''(SALV. P/.PE '---. KNOCK' OUT #OLE$ IN V.Af/LT-LOWER VE/,/T LINES 70 4~0·•/WIN'. COVER. RELOCAli'ON Or //ENT LINES AT $771-104.,,,85 66' 57'-G1✓ EXl5TIH0 AIR-J/,4C l 33' ~ I ,1" e------=------~.:: 1 RELOCAT£ AIR-VAC CONTROL ,. ol .--J / VALVE SHUT-OFF YALVE '.r--------=i= .. l[;.µ ____ ----E:J::.__....-' AN.0 h'as1NG" TO C!.O"xZ~O" }( (;4' a::::wcRETE PA£) WITH TOPEL.EV./82,_GO RELOCATIONOFAIR-U:lc Ar STA-104+57 RELOCATION OF AIR-l1'1C Ar S'TA -/12+77 N.T.S. 45' FLARE 10' 10' JO' JO' 5' ('CIIRB LINE ,-0./5' r 0_59' ,l.33' 2.37' ,.3.oo· (' BASE£1NE - ~~ )' I:> < > :ii " ~)l RAPIU. ~s CS VARIES·· ' .0ETAIL -/:/5 H.ARE ( TYP.) 22.00 r-cuRB LINE ' f ,,, "' --~-~ I) ~ ' ' i ' ·;i ~ Q -;i CC/R.B L/Ne _J 'lo,1G' l o. 6'2' ( 1.41' l 2.so' l 5.00' • (7.50' (3_59' 9.38' Ca.84' (_BAS£ Ll,NE JAM80REE ROAi) REMOVE B EXISTING 24'C'.A1.P. B PLAN A.!.HAM 1 ',4 FORY-A·/7551 / PARKW~ COV./3.R ANO FRAA?E .P/N/SH ~p ELl:V. 4G.20 T.C.46.20 T.C. E,25 =----=dJ ,C~F"-_;=',;=, -Sil •• A.C. PAVE4'JSNT _o SECTIOIIIA-A 2/"R.CP. 42.0 # 5 LJ/46. EA. SIIJE 0.P,:.'=-N/Na-7YP. SECTION B-IJ JVNCTION CIIAMBER AT STA-185 + 7,9 PREPARED BY BOYLE ENGINEERING 412 SO. LYON STREET SANTA ANA. CALIF. APPROVED 6Y 90,~it C J,./L.e-4,. R. E. NO-. 8603 DATE BY !ll ~ ~ 10' IO' 10' 10' 20' 20' 10' 10' 10' 10' ~ "' ~ 40' 40' 40' ~ ~ Qj 120 1 0ETAIL /20' TAPER (TYP.J ~!I: , Jfi.001 .3,00 1.69 , 0.75 0./9 CUl?BLl#E 9.00 ,., 9' /0 1 /0 1 10•-'.i-----.40'...' ---..+~----10' 10' ;o' ;o' ;o' . , DETAIL /60 TAPER (TYi?) I A 0cuRB LIN£ TYPICAL SPACIN6 OF RELJWOOLJ EROSION PREJ/ENTERS NOTE: " -<l) N-T.S. L!XACT LOCAT/ON Or ERQSION P~E//ENTERS TO EJE ,0/RECTe,0 BY C/TY -5i!f.!' SP£CIAL PROWSIQNS. 15' N.7:S ,,,,,,,, , .. , 50" rL4RE , -- .S-·o ~ /"J(.6'nR.W. I ROf/611::_,,-: -- " -I: ,,,_5-I I /2.5 ' I 12.5' /2.5' , JAMBD_REE ROAZJ I -L l ' ' "1 n j " " n • ' ' ' 14.00' I 2.41' I 1.10' I o.28' .~,,~·t ' -_, ~ "' ' S---8Rl£X7E ~ A5t/7?/1£NT ' ~ 4.oo' ..3./.5, 2.33' I. G'C' /.OS 0.60 o.2a" 0.07' l I oi ' "<, .(';oncuR8 'I> " -"' V \ --..r IE!.5' /C.5' ....... /'•0"' rii I 12.S' 12.5' 12.5' 12.5' /2.5' /2 . .S' /00 1 FLA~E 00 ' AIETAL .iEAM C70ARL) A'A/L/11/6 LJE7AILS 70 CONr.c?RM 70 ORANGE Ct)t/NTY STZJ. PLAN 40/ APPROVED ~"3aaictoR MISCELLANEOUS JAMBOREE R.E. NO. 12806 DATE DESCRIPTION APP'D. DESIGNED DRAWN CITY OF NEWPORT BEACH oCfC/'uf. L. , D, T: REVISIONS CHECKEDW, DATE PUBLIC WORKS DEPARTMENT AUG. 1967 51•0050-01•00 7'.C. DETAILS ROAD R-5085-S SHEET 15 OF 26 D-1424 ~ \ "' li\ ,.. -, ' Q 111 I) OJ +. ('I 6' \I\ I 1/) -VJ Cl er ~ u ii:i ::, u IL 0 VJ Cl z <t VJ ::, 0 :c I-~ I-::, u .l .l IL 80 70 60 50 40 30 20 10 -10 ,f"\ -2 10 -3 1n -4 90t00 LIETZ 1324 BLU-LAR 9-65 <9~ sv 6}, "o> '1,, s "o ·.s-o :i,u' <' I J ' >: (.) ;;:: 0 0 0 er O") er . 0 N rn N 100+00 110+00 120+00 130+00 140+00 JAMBOREE ROAD MASS DIAGRAM . / '\ ' "" ·--~---------------- \ \\ NOTE: NORTH EAST B~ \ \ DRIVE I \ / .,___ _____ _ --R O A ;--• ,\ 7 /-~ _ _1.JS.~•~--~7-154 ~ 1 I BORROW AREA SHALL BE EXCAVATED TO LINES AND GRADES SHOWN ON CROSS-SECTIONS I I ___ _,.' _.c..-------------I "'I ~I °i\ I "i-1 "'I ~I I BORROW L.OCATION SITE MAP SCALE I'~ 100' ESTIMATED QUANTITIES ROADWAY EXCAVATION _______ 75,100 C. Y. EMBANKMENT IN PLACE ______ 82,950 C. Y. EMBANKMENT + SHRINK _____ 98, 000 C. Y. BORROW EXCAVATION ______ 22, 900 C. Y. PERVIOUS SAND BLA.NKET ____ 5,150 C. Y. ~--------·-~-----·- \ \ \ ,I / - 7 <o' 1 r>,. • ~ C;,"'. ~'( e,O ,<o ~'v .~ I I I ' I NOTE' MASS DIAGRAM BASED ON 15 % SHRINKAGE AS RECOMMENDED BY SOIL REPORT. INCLUDES VOLUME OF BASE AND PAVEMENT TO BE REMOVED. DOES NOT INCLUDE EXCAVATION FOR MEDIAN CURBS AND GUTTERS. 150 00 + 160+00 170+00 l80t00 190 +00 Co·~ ST ~U CT lt D00 8/'ZO/GB PREPARED BY BOYLE ENGINEERING 412 50. LYON STREET SANTA ANA. CALIF. APPROVED BY ~~+c. /4-Lci,~ R. E. NO. 8603 DATE BY DESCRIPTION APP'D, REVISIONS APPROVED &<L ASS"t PUBLIC WORKS DIRECTOR R.E. NO. 12806 DATE It- DESIGNED .b.C1'C?- DATE AUG. 1967 MASS DIAGRAM JAMBOREE ROAD CITY OF NEWPORT BEACH R-5085-S PUBLIC WORKS DEPARTMENT SHEET ( 6 0,2·6 51-0050-01-00 D-1424 ~ I "' ~ "" :"'I "' 6' 0 \1) ~ I" V1 6' I (/1 . LEGEND --10---RNIS,L/ED CONTOURS ---10--£//STING CONTOURS 7V,"' OF SLOPE O,OE. -r1or-J -:n __ LC ~ ::::::: ~ h... - ~ € R04DW4Y ~ . LIETZ 1324 BLU-LAR 9~5 ' t SOL/Tl/ 42' ,4BUTMENT NO I ' lc-:-l.~--,.' --.. --.. " ' ·:;-;-.,., -..3..·_,; "-l , il f I I I II I 11 I I[ I i' 1111 Ll!J 11 - -..._· ' . ., I ~ \ ~ ~ Iii :s " "' ~ c;j c:i ' =:c_C', 12' ' ' .,, --C', JO --'J - "' ~);) __ , ~ • 42' 42' BENT N9 I BENT NE 2 I ' ' ' ----I I II I I if 11 I .. .. - llillllll[ I lili1iii i 111111 I I I lill1iliu WJIWiJ 4-2-:.0// '-I '-\ '--'- . /9.3 I T07/7L LEN<;TII OF CONCRETE BRIDGE -338.S' 33&' € PBUTME=NT TO i ,4BUTMENT 42' 4-2' 42' 42' 42' INo. FOR PROFl+E ,4BUTMENT SEE 5/-IEET GRpOES I ' / C,4LIFORN/,q 5TD. B, 'RR/ER ' ' ,1 TYPE= I, WEST SIDE. . TYPE 2, E,4ST SIOE • . SEE SJIEET NO. ; • ' BENT NE .3 BENT. N° 4 BE/v'T N~ .5 BENT N!= G! BENT NE 7 NOR7h' ' ~ y;v:,., , 11_ ..... I I I I 11 / ~ WU II 1111[11 I .. .. .. I .. "' \ . 111111111 I I 1[1111 11 E.~ISTING GROUND LIN£ @ rf I I I II I 111111111 I 11111 111 ~~~ 111lll1W111 I ill I 111 I I 111111[11 11 [111111 I lWllJ lli1 illh.J MIN TIP EL = -35.oLIJ.JllJJlJ illJ WJU -S;:IN DIEGO CREEi". CI/PNN£L @ 1£ FUTURE IMPROVEMENT BY OTIIERS El£V,4TION SC,QLE: 1''=20' 33G'-o" ----20---- ~ ~ h... ~ . ~ ~ \9 ~ \l) • I C v N ST~ UC TE 0°0 8/20/G8 APPROVED PREPARED BY BOYLE ENGINEERING e?dJAL PLllN .SC,dl-E.: 1.11 =20 1 ASST. PUBLIC WORKS DIRECTOR f---4_,,_,o_. -LY-ON_s_TR_"_T ___ 'A_N_TA_A_NA_. c_A_U'---1-----t----t------------------------t----t R.E. NO. 12806 ~AT,____j?-('f-?7 APPROVED BY v~c:-~ R.E. N0.8603 _ DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED ,;)C CHECKED DR DATE AUG. 1~67 . SAN DIEGO CREEK BRIDGE GENERAL PLAN 8 ELEVATION JAMBOREE -ROAD CITY OF NEWPORT BEACH R-5O85-S PUBLIC WORKS DEPARTMENT SHEET (7 OF 2 6 51-0050-01-00 D-1424 I • "' ~ ;-I -..;, 0 '\ I" 6' ~ I V\ C) OJ ~ I lr -, I 1/\ ~ C I ... ,-() .c ~ ~ C 1 .... ;: --0 ~ C LEGEND ---10,--- ---/0-- F/NISJ{EO CON,OURS .eXISTIN6 CONTOURS TOF OF SLOPE 80TTOM OF SLOPE: ' SEE 51-!EET No. i I ' 12 --/0 -8 • ZZ:--.l:z:l::o>=- sr,c;. ~,, i__R/W I.» :--I "' i:;; "' I>, ~ \!\ ']. (\ "' ~ "' I@ ' ~ 9.02' , R£F TYP. \ TYPE. I LIETZ 1324 BLU-LAR 9-65 . \ " \ \ I I I ' ' ' ' ' ' ' ' ' <9 ---- O~l f\1"· ,,&' e,~· "' " '-l tl> ' 111J111~ ill 11 I Wlll • Ii . ' ~ ' " EL. 4 FUTURE ! ' ' i I I., i o.c.F.C.0:-cii;:;NNeL lllpll 1 I I I 11111 lllwLl EXIST. 6ROUND L.IN£ / I! I II I I I I I I II I I I lll111u -3 s MIN TIP. EL. PROFILE @ 43' RT. OF R/W i. sen LE: /Fl:::, ?or ,za'w. N. lqb05 - --' ;, ' 1111111 1111111 Willi Nore:.· 1111111, 11111111 ~lilJ!J FUTURE 0-C.F.C.D-CIIPNNEL AT EL. 4 SHOM/N FOi'{ REFERENCE ONLY. +--· --------__/ Cl/ i I 1 I ii I I 11 1111111 I lllWlJ '- ' :::: " ~ ~ .... ~ (/\ (j tl:j SEE S/.IEET No. II ,i---.__ ______ ~------'rr--------------1', -I --I ----- ,\. ;', -_L-'''-----1~10-- '-._ ,---.----1---1--I-;\;-------+-+ -------, -~ ' L_-~ ·7 --1= I -, -?-:I - / ' -- ---- \- _,-EDCE OFR/W \_cqr=q=::::r::=c::::r::22.,....., V I I ' r-+---+-----20-r--+----1t-----1a -><----+--+-----/G- I / / . ' 14, EXISTING CONTOURS Sf/OWN FOR FEB. /9G7 ST,4 /I" I,\ \l) ~ (', ~ \l\ \)l le I,< \J\ '._.J tl> "' '0 " 5CtCTLE: 111=-2.0' LAYOUT LINE -- / \ r ( \ \ \ ) ~ ~ PL.,?N LOC;1T/ON POR ,t OPP/L.E @TOPOFP/LE F/N,<!L L.OCf'lT/ON OF <if__ S'h'PLL BE W/T/,1/N ,4REp NOTED ,t-!' ,ti \ J / TOPO,FP/LE P/L.e i ~VERT/c;,1L TYPES 2 ( 3 MAX. VERTICAL DEVIATION PILE SCI/EDU LE- LOC4TION ST.4 7:l 11 TYPE £LEV'8° ELEV/:'' /!BUT. NO I /~8 -f"8/. ID/ I 24.47 23.78 BENT. NOi /G'7,,<23.~ 2 24.5B 23.87 -BENT NOZ /G'frG5GI 3 24.51 23_,B'f B£NT. N03 110-1-07,:;1 3 24.S& 23-82. -BENTNc?4 l70r4"/-G/ 3 24.42 23.GG 8£NT NO .5 /?Of 91.G/ .3 24.22 2345 B£NT NO.G 17/r.3.5.&1 .3 23.95 23./<2, 85Nr NO. 7 l7/f7S.GI z 23.5Z 22.79 pBUTN0.2 172-,</JG/ I 23.?0 ZZ.40 NOTES I, MINIMC/M TIP EL..EV,ClT/ON OF RL.L PILES· ELEV. -35. 0 ~ = B/lTT:ER PILES /IND Q = VERTICf7L PILES (Q);;:7£sr P/LfI GROUP) TYPE. I TYPES 2 ¢, 3 2. P/L.ES Mh'Y 8E JETTED TO WITHIN 8 /=E,=T OP ,1;.f/NINIU/Vf T/P ELEV,47/0N UNLESS "'7 L ESS£R DEPp--/ IS REQU/R£D TO OBT,4'/N BEPR/NG VnLUE t 0/RECTION OF B,4TTER. BrlTTeR PILES /:G TYPE 2 TYPE PILE LOCllT!ON DET4/L5 5C"'1LE.: 1"• IO' 3 TEST PILE LOCATE IN ONE OF BENTS 3-G MAX HORIZONTAL DEVIATION PILE LOC;CJTION TOL £R4NCE N. r. 5. NOTE: Pile Tesfing shall_ be in occordonce.wifh procedure of' ORANGE COUNTY HIGHWAY DEPARTME?NT dated Jonvory 25, /966. Confocf Counfif ll!oferials Section nof less fhan /0 o'ays prior to PIie Tesfing dtffe. PREPARED BY BOYLE ENGINEERING 412 50 LYON STREET SANTA ANA CALIF. APPROVED BY 'iu~c~ R.E. NO. 8603 DATE BY DESCRIPTION APP'D. REVISIONS ' II) ,, ' ~ ~ ~ ~ ~ ~ '< ~ ltJ ~ \j IJ ~ I\: 1i'. ' ~ ilJ V) ,! ~ ti: ~ zj ~ ~ ltj " QJ .\.. -..J ~ ii: f ~ t It) ~ ~ I(_ 8 ~ " Vl ~ ~ llj ~ " t( APPROVED I I I I ~ I I ~ I I .,..G TOTG ' II) <'. ;!'-.5 G#-W//i'E ,, ~ @ c::;l'I' P/T?II ' -ocT,4qON;:lL OR CIRCULt'lR _--.SECT/ON OPTloNf'lL TO MATCH OTflcR PILES j CUT o,.c;= t.tNE tl-J EL.S.~ --MINIMUM PILE. EXTENSION "R:_ ~ "-~ Cl,.i ~ ' ".): ~ ~ I ~§: "> ' 0: "i * ' ' " N. T. 5 . ---~FIN. DeCK ELEV,qTION ------ 11 I 11 '( ~ 11 I II ' °' c:s I II " I I ' Ill ~ PREC;:1ST - I I 11 ~ CONC.PILE\ I \1 ~ II,:; x a!,:;,' MIN.' TOT. 4 (W/EXTeNSION TOT. G P=/40,000LBS MIN. ii II ,\ I I I II ") ~ ' ~ 1 ' Iii "i -..J "' <w ,! II: ~- ' ~ > "i % ~ ~ ' .; ti) -..J ~ "' ::! Q. ~ "' ' ,1 ' .._ .._ ~ ,1 ' • A • i ' .._ oc7,qc;oN11L OR SECTION OPTIO PL,c/N PILE NOTES ,4LTeRN,4TIVE '' Y" M,4Y 8e DRIVEN FULL LEN6Tk' O R Mr?Y BE EXTENOS-0. ' RLLEKPOSEP PILE OR PIL.E £XTEN - E CONS/STEN, IN CROSS· CH'OUT Tfle FROJECT. SIONS SHflLL B 5£CTION THRoC/ F= FRE·STRESS/N CONCRETE 5TRE a FORCE (?lFTER LOSSES) ss: /"'c @ 28 D,4Y5 = 4,SOOPS/ ,QLL OOWELS OR B,4RS EXTEND/NO OOT/Nq fa{;:lV/NO 4 TH,qN 2'-o" sµ,qLL INTO SLPB OR F< DePTHOFLe.SS 8E 1./00KED h'LL STEEL TO )-/,4V E .81/ M/N. COV€R QF CONC RETE DESIGN L0,40tNG = 45 Tews_ /' ELEV.-35.0 MIN TIP EL. E L£V4TION "y" CONCRETE PILE DET4ILS N. T.S. CONSTRUCTltD00 8/20/GB • SAN DIEGO CREEK BRIDGE GRADING 8i FOUNDATION PLAN, ASST. PUBLIC WORKS DIRECTOR R.E.NO 12806 PILE DETAILS ' JAMBOREE ROAD DATE__,&'-'I-t: DATE AUG. 1967 CITY OF NEWPORT BEACH R~5O85-S SHEET (8 OF 2 6 PUBLIC WORKS DEPARTMENT 51-0050-01·0D -D-1424 (/ -. ) ,,.-/ • ~ \I\ ~ I ::-0 .... .... ~ () l "j\ i ' 'O ~ ~ l' ABVTMENt. -I /-,3" 42 1-0 11 TYPE A SPAN , TYPICAL 2 PLACES 42':;.-o"'-TYPE? l!,Ij/51?/'fNN --TYPICALL 2 ?PCACES" -=~ :B£NT --42' -0" TYPE 82 SPAN TYPICAL 4' PLACES \ --S£E® FOR WINGWALL DETAILS V ' Xb ' Kb /#10 CONT. @ BARS, A SPAN --11------,\ 'l------'-'X-"-C------1 -@ BARS, A SPAN '~ 1 -----ic:' BARS~A_SPAN ___ _ \_@BARS, B SPAN - \ SPAN ---r18ARS, 13 SPAN7 ·, --- . xc-·---.Xe: ~SPAN r--,---4,~---;:::c::\-----l--@8ARS, 13 SPA _ '1----'-'-xc';==~ \ @ BARS, B SPAN I \ \ ' \ \ \ --..--\---.,-\ ---//,,~~-----,-I i ; ~ V -- I ,, ; \ 5'~ 2'., -6"., ~-----;~-@13ARS 13 SR4N I .-1-1 -@) 8ARf, B SPAN I \ \ ' \ I I ' --+--+----1--+-1----------1 \l-----==='1===----1-\-----\--l----l-'--4----\':-----'-'--l-++..,....-+-----===\===-----+l---l---t--H-------\ I ' \ I I I ,_ \ \ \ -===~======j;::==~=============:.---l,-\;----===lr=='---...l, 'r--\--_-_-_-_-_-_-_-_-___ ...J-1----_..J.,.J.---_-_-_-_""'..\-,....-_.:..'_-_.l.:+----_-.=-----===I===---___:\-_-_ -_ -_ -_ -_ -_ -_ -_ ...J_rr -_ -_"r ... ..i....,'-_ -_ -_ -_ -_ -_ -_ -,--v I I - • ---; I I ; I I\ -+---+------------1 l-----===I===---\ \--+::::::::::j;::j':;::::::s;::::_,_,r_-_-_-,....-----===\';====-----+-:._-:._-:._-:._-:._-:._-:._-:._-:._-:._"3.,~-:._~t"i-:..-:..-:._-:._-:._-:._-:._"::'.\ • I I I \ I I I \ \ (/ ::::-REINFORCEMENT _ SPAN _ -TYPE _ ® _ _ SIZE--a BARS IENGTH - - Sit.£· @ BARS LENGTH Xb A-81482 _ -#10 _ '_ ,,-B 66' --to" --;:s_~v'1 --- ,; 10 -"9 20'-0 11 21'-o" 9 1 -o" 10 1 -6" ' WINGWALL7 , I ~ At5VTMENT #7 ~ TOP ANO BOTTOM ---10• ~-8ETWE£N TRANSVERSE BARS \ _NOTE: TOP REINFORCEMENT-MAY-8£--: __ SPLIC£D_-,35 DIAMET£RS AT OR NEAR 'l, -SPAN. _ _ _ __ -----s,z£ ® 8ARS LENGTH Xe #// __ ,,// /11 -6 11 /5 1-On- 5 , __ r;," ·7.1:..·r;,lf ''F=============l==±::======1==========1 ' ----"-:l?L~N :-~l~ONG/T_UOINAL _ REINFORCEMENT-Ac-'fopc0F~5LAB~-:_:: -___ --_-- NO SCALE _,[AB_UTMENr--\ rt8ENT ' if.BSNT - \ _ 42'~0"_ TYPE A __ SPAN TYPICAL 2 PLAC£5 -i 42 1 C 0 11 TYPE Bl SPAN TYPICAL 2 PLACES '\ ~42 1 -0 11 TYPEB2SPAN. -_ TYPICAL 4 __ PLACES _ <f. BENT \ \ ' -' -~@ BARS, A SPAN -- \ \ xe \ -- c=-@BARS, A SPAN _ \ \ -r5 11 -.611 \ 2° CLR. \ I \ \ i------==i;==;:::::====\' \ I xf I I \ \ \ \ I \ ' \ ' \ \ \ I V \ NOTE: ------- -------------0 ------ r-'LAN ---ABUTMENT __ -42' -0 11 - . - -- 3'J-;J !'-o" 1'-3 JI --' 2 11 CLEAR-- 7/IORIZ. / -#4@18, TYP. PLACE PARALLEL TV BENT ' '-., c:, r '-:__/ . . I\ . . . {\ /'\ A '-c , " ~ ' , '-' - \ #/Q CONT.) I I I BOTTOM REINFORCEMENT MAY BS SPLICSD 20 DIAMETERS AT OR N£AR cf. BENT. --0 8ARS, l3 SPAN \ -@aARS, l3 SPAN (l) BARS B SPAN , \ ' • 1 d xf \ xi l _ Xe ---------\ -xe I \ \ I_ I ' I \ \ lONGl7UOINAi. REINFORCEMENr Ar l!JOTTOM Ot=-Sl.AB NO SCALE ' ------ \ \ \ \ ' \ \ -r= --© BARS, f; SPAN (j)-8ARS B SPAN \ • 0 BARS, l3 SPAN~ ' - •, ' I ' --- SPAN TYPE SIZE _ @BARS_ -LENGTH - _ ____ Xe . SIZE (l) 8ARS LENGTH ---.X /' -- \ xf \ \ -\ ' ' \_ \ \ \ A 81/82 #/Q _#8 -- 44 1-2" 43'-B" "9 _#_7 34 'c-G" 29'~0~ 8 1-9" 6 1-6/J # II #/Q 26'-o' 25'-o" _ 14'..o'' -a'=to'I Xe \ \ - ' \ \ ' -1 BENT ---· BENT __ 'BENT 42' -o" 42 1 -Q 11 .. -- ' V " --6 # 9 TOP AND BOTTOM 6# 9 TOP AND BOTTOM _ (o # 9 TOP AND BOTTOM) n l,,5LJ @9/-mt #5 t:_J @91/iVi # 5 r:::_:::i @ 9 --, 7D i • • • • • /{\'· . /,_{\ . A r, {\_ . . _{\ ~ -. . . . I,'{\ /)_{\ ~ I !, JI I l • I I I ' . -,_ ' ' ~I • ' ' -,,,-.,_ ,_ ,,... . . . . . -- \ \ ' \ ' \ ' \ i \ I \ ' I ' r\ #/0 £OGE 8ARS I I \ \ -LOADING_:~_H2v_:_s16 °44 _ANO_Al.IERNAIIVE_ -----coNCRSTE_:~{c-= :5,000 Psi@ 28_0Ay_s_~----------------• ----_ fc--•7,200 P5i n =JO-• - fs = 20,000 psi REINFORCEMENT: --_ MAIN LONGITUDINAL BARS_:_ 2" CLEAR SPLICES: TOP BARS -35 DIA. __ BOTTOM 13ARS -20 DIA, -------------- ..., ' -) #5@18/ l,,5sa 2"CLEAR _ #5@18) #5@18j iJ5@11 #5@18) ------#t,@!tr)_ _ ~5@77~ ~:- '\),_ /"MIN. TYP. - - - ------@!8 '),. E PARALLEL ' 9' -.3" 211 -0 11 a' -·211 2c 4' 2 I• 40 8 I -2" '2/: QI/ 8' OAOWAY7 J_ '# 4 l3AR Cl-IA/RS@ 3 1 ± TRANSVE'RSE"LY " ~ AND 41/2' ± LONGITUDINALLY _s=_P/LE ~ ' ~ PLACE TRANSVERSE STEEL PMALLEL::7:0_i ____ ~ '-ti I BENTS -MEASUR£ SPACING ALONG ,t ROADWAY._ ij ' 3 #7CONT. ---• 'l) "i-C elEV. /5.0 __s-PILE ------·--·----. -------LONGITUDINAL SECTION ' ----- SPAC/1'/G .s" BAR SPACING 5° 6'' • 1 #/0 CONT Z"CL/i'. #/0 CONT. .9,4" DRIP GROOVE---+--1, --+----LONGITUDINAL RE/NF. 2" CLR .. ~- LEFT EDGE RIGHT EDGE 2" - 2"CLI?. 6" #10 CONT. ¾"DRIP ISROOVE RE!NFORCEl4ENT DETAILS AT EOGES OF SLAB SCALE LIETZ 1324 BLU-LAR 9-65 8AR CHAIR DETAIL 5CAL£: 1/2" ::. l'-0 11 NO 5CAL£ - ___ REINFORCEMENT CONT. THROUGH .JOINT ' a u K. ? • ' I'-. ____.-,d I I • I 4 I'-. ll?ANSV/fRSc CONSTRUCTION JOINT SCALE: ' --·-~·· - -2" 2'-411 _ '2' -4' 8 I ~ 2 11 W-P!L-E -- TRANSVERS£ JOINTS, IF USED, SMALL 8E LOCATED AT ¼< POINT OF SPAN . PREPARED BY BOYLE ENGINEERING 412 SO LYON STREET SANTA ANA. CALIF APPROVED BY '-#5@18 2/1 -0 11 8 1 -2 11 2~ 40· - ' V -PILE-z_ ~ CO~ ST NU CT rt 0°0 8/20/GB DATE BY DESCRIPTION APP'D. REVISIONS APPROVED ~O~OR R.E. NO. 12806 OAT l!il--,:''? CHECKED DATE AUG.1967 SAN DIEGO CREEK BRIDGE DECK SLAB REINFORCEMENT JAMBOREE ROAD CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 51-0050-01-00 R-5O85-S SHEET (9 OF 26 D-1424 ~ I "' ~ .,. :-\ :Oe\ \)\) 0 ~ I" V\ " I l/\ i 36' /G' Pt/TORE EX/ST/NG .36' 8R✓OGE 7' 7' 3'1 /2, I 12' I .9, 16 1 Ft/TORE ' 7 C 1b,-YIST.I. B"WATER ["" CONC. SLAB BR/DGE r ,----- L--11 -,--1 1 I I I 1 11 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I 11 11 11 I I I I I I I I 11 11 11 11 11 I I II I I I ' I _J I I I I 11 I I 11 11 P/LESz.. I I 11 I I 11 11 11 I I 11 11 11 I I I I TYPICAL Secr10N t.3!.0" NORTH ABC/T. .:J¼,p IS'-O" SOC/T/.1 ALJC/T # / /N,c/01 L--------'\\ \------"n--'t~-1-,---,,----------' ' \ TYPE / BARRIER RA/LING' \ \ I SOUTH ABUTMENT SHOWN NORT/1 ABUTMENT SIMILAR I I ;5:.0 11 SOC/TH ABC/T. -#; /3'-0' NORTH ABOT #2 Er Z # 10@ 7lJP EOGE or LJ.ECK .R.?R rt/LL LEN<ST# OFHf.M9WAJ.L .,,._ ,__ :'"' Ile--,,, ~ ~ ~ 3' '/ I~ I ,~ I'""-'. OOTSIOE FACE~ ~ I ' . ..___ ' " _, "1 "" I ' \ I I \ I I 2 11 6" /!3" /!.3" ' ll TYPE 2 BARRIER RAIL/Nu· PLAN I I )="/N O,ECK ELEP. / SEE PL.4NSHT. I ' i ' I ' /z\ I \J ro . ~ I ELEV. /6.oo ~ "~;.-6RALJ.i BREAK ' ,-~ I - -I I . , ELEV. /5. 00 r---.::: ' ·---'\\',:>,.. \\\~ ~-/ ELEY. /5.00 I I \\.\.\ 4"-0"" I I ' I I WING"WALL. CL.El/AT/ON I I 11 11 I I 11 11 ,, ... -,:. ' ' 11 11 11 -----, 1,-11--11 _, 11 I I I I 11 I I 11 11 I I 11 11 I I 11 11 I I I I 11 I I 11 I I II 11 11 11 11 I I I I 11 11 11 11 /--\ I ' FIN. DECK ELEV. -, ' I ' SEE PLAN .5'/IT I ~-----~ • ' . ' , I. 36'-0" ·1 ~ RAILING -SEC OETAIL TYPE I BARRIER RA/LING TYPE 2 BARR/ER RAILING INSTALL /llCONDt//'r, POU doKES, AND ANCHOR BOLTS rOR rvn.1~-= ELLCT/.!Cl.lERS ~ 1 _._ _____ .1._ ____________ __1c.__o_"'_s_T_-_/N_-_P_L_A_c._c_cs_o_"'_c._o_E_c_"' __ ___:L _ _J __ £ FU::.RE DECK --i-~~---:-. --i-i-----r-r--~--.----~-__J _____ J /1-9 PILES TYP/C'AL .0ECK ScC'T/ON 4• • • • 6' ..I.. • • • ...,,,---#5 CONT. • \_ .3/4 11 DRIP GROOYE SECT/ON-TYPE I-BARR/ER RA/LING c:;., .,t:/N. DECK ELEV :j __ j: SEE PL4# S#T. N' ' ' \ 2'-0'' "5@9~-tlv-J i 10" #4 'i}@l8 7#-4 CONT; --1 ~,, l(£Y FOR FUTllRE l)ECK NORMAL. DECK F"/NISH NOTE' RAILING TO BE REMOVED FOR Ftlr/lRE BRIDGE WIDENING, SECT/ON -TYPE 2 BAHR/ER RAIL.ING. L •42' 7YP \ L ~ NOTE: 'T,,?,4NS//E,f!S£ JOl/117.5' MAYBE L..OC,4TEO AT f41' PO/NT Or ANY SPAN. \ \ \ \ \ \ \ \ \ PL.AN I¼ \ L I L •42'TYP \ \ \ \ \ \ \ oc> ELEV. /5.00 .. LOCATION OF PER/MISS IBL.e C0NSTHVCTI0N JOINTS \ \ AGOTMENr fL..cVAT/0/tl 1/4-.,, = /~O"! J-.. - l=-~-=.iu~o 7'" ....l,.......I X" ~ ~ ABUT • \ ' #4 '-ACVTE COl?NER OBTUSE CORNE/? SECTION 3/8"=/<:,0h EB LIETZ 1324 BLU-LAR 9-65 0.1I' -. ALJC/TA1ENT S,PAN CAMBER I\ !:JENT 0,03 1 0.04-" 0,03' l/4f_ LAYOUT LINE PER PiANS TYPICAL INT.cR/0,R SPAN 0.03 1 h. BEIVT :::: 1/4- .DIAGRAM -rlN/.S/-1£O O£C'K FORM WOHi( APPROVED PREPARED BY BOYLE ENGINEERING 1-----+--+-------+---I &a:111L ASST. PUBLIC WORKS DIRECTOR R.E. NO. 12806 412 SO. LYON STREET SANTA ANA. CALIF. APPROVED BY DAT f!~(lf-,5 ~c-~, R. E. NO. 8603 DATE BY DESCRIPTION APP'D. DE~CED DRAWN J. R. L. REVISIONS CHECKEDW-DATE AUG! 1967 SAN DIEGO CREEK BRIDGE ABUTMENT, WINGWALL, 8t MISC. DETAILS JAMBOREE ROAD CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 51-0050-0laOO R-5085-S SHEET 20 OF 2 6 D-1424 ( ) ' I ~ \ "' V\ =-~ ':'\ t{} '1) I) 'h V\ I" " \ l/) I i ' () ,, II) s () ' " ,, II) .RAIL A25'T.4NC#ORL30L.TS-i • ~ / -~ 1--I------1------i-----~1 l---- - -1-----~ -_ ---1-____ +---__ -1---,,.~l-,:l,J-ci "=~-~::: --- - ------------------------------ ~ ~ J. . !. . I .... ,I ~ .. , ,I . ► , I, , J. . ~ . -..2J___LJ,-,;iff6:f--l Jg --:::::.---} I . ' , ' \_ #4 TOTAL 6 ff ELEC7ROLIER c---J a'A1/N. I L Po'LL_..80...r' Tr.PE .9 #4 r, @TOP PLAN / TYPICAL 4PLACES @ 4.!?' O. C. ----0 -~ /-0 I 7" 7' /-Op /0~0.,,MAX. • I I FCi?ZIRE ENO .PIPE R.4~/NG' cJ I 2 1 G" 7' B" @ ,4BUT//'1ENT /0' ",n,4x TYP. C4L I , ,, , I , (I fl , l~ -rr--: :·, ' DO A -" ' ,, ' ' • ,.,,s~L@s ~ • ELECJROLIER ,41/C/IOR 80L7.S " , . s• 'J /12 " ,#s -!L @411, 'lfJT. s EAC/1 .SIPE or JOINT ,,, ~f-"/ -'T· ' ' , ', ' ' ;.I ~¥1'4@3 7"TAL 3 '' ' ' 6¥2'" MIN. 6 ~,, ' ' ' ' ' ' : ' ' ' ' ' ' ' ' " " .\ ->->--" ,, tff #5 ~L ,,@B " -->->-' " , " / ,, t ,I ,, ------.. -9• i:r1/e --:::.. ~ /, ' TOPOFDECK~ -1--. I ',-\ ' ·,. .. ·• • ' .. -. ·~: \ . . 11 I I ·: ·' .. -' • • . .. • ' '· ' • . ' • ' •· • , : -I> •• . • '? •• .. • ' - ~ . . . , .. .. : : , :. -~. •• '.~ .. . _._ •. •• . . . . . ' '. J -.. ·• . \ :\ • " -, " . ·) .. , (. .. .. . . ' • • . .,.•.:i;,:::c,._·.•._'(·,,,, •.. =-. ... -·o . . • ... .,_ ' ' C, • . . . . ... ... . • 0 . • ,, .. •o \.___,- ~ #s~L@9 #4-1'2'@18 'il@/8 J · I \__#4 OOWELS 707.';?4 #4 t:::J TOT,4L s #4 ,1 @/8 # 4 -I ~ ,.3 'MIN. #4 'i) @/8 G{.lz~ ·_ ~ #4 107AL6' -/ / # 4 ,--i @TOP ;• 2.!6" r 1!.o" 5!a 11@ABt.1T I II I [SHIM AS RE(7UIR.ED ,,, #5/@9 : ' ' ) 9" ,-=--. I_,, • 'TOP OrlJ.ECK--,. JOINT ,;; 4 'il TOTAL 9 ELEVATION-TYPE I RAILING' ( #4CONT PLAN IO'O" MAX-TYPIC4L ,---a . :_ -__ J ,,*4v-#5 riq;,,@41/e s" I ,;z \ "'s/@"J i " ~ I ro7AL: 5 EACII s1,0£ or JOINT ' ' ' ' / 5" • ► ' , #S~LToT9 ,;;0:• r(ITb'R.EELEC-W:?L/ER #4,X5!0u7t::,T4 • #s~ @4~2 , .. lOP OF ~ /"x 11/e" LONG GA"..!V. lQI "ALLEN IIEAO" SET SC'R.Ei'I. GRAPIIITIZL:O GR.EASE ,FIN/Sn' RAIL ) / ,-_;:,, _ LUBRIC'ATL: TIIRBIOS WIT/I. __ _L_~L...--- Z 1/2"¢ STEEL WA5h'£R s . TACk'-WcLtJEO 70.iOLTS FOH rt/TO.RE-TYPE ELECTROLIEH BASE CL.ECTP.Ol.lER ANCHOl? BOLTS ANCIIOR BOLTS ANO STEEL PL4TES 11 NBOLT C'IRCt.-E /"STEEL CONDI/IT TflROCl6'fl Cl?NOU1T·~-1-- THROOC7H - - -------------------------- C'ONl)U/T -~-_________ _ ----------------- L ® TYPE 5 .PLIL;'. L!OX 3 1-./VJ/N. 24" PLAN TOP OF ZJECK ELEVATION /'-0" ELcCTROL/ER BAScPLA7.E ':,iffF'~=!fl\(--/"STEEL CONf)U/T WITH 8USHIN6 FOR FOTI/.R£ TYPEB,4S£ ---L __ 60;V.0/N0"STRAP PCIL:t BO%- :J"x24 nx 6 11-GALV. : ' r, ' • ' I> • ~ • ', . . . p .• ' • • . • p. • ' -S£CTIONB-B 0 0 r- ' II) WV.ER Sf/ALL BE PR0/4l)E0 WIT/I EA?tJQSScf) A1ESS4GE "STREllL/6/177,V<i" HIGH VOLTAGE IN LETTERS /"/ll(iH / 6LITTL'R 6R40L' 2'MINIMCIA1 <17NC. QJV£R Bcli/Nl) POL;'. ,!!OX - TYPE/ RAIL/N6 I""' l'-0" ELECTHOL/ER BASE AN£J PoLL Box INSTALLA7l0N D FRONT V/EW SIN6LE RAIL Posr OEJ'A/L N. TS. I ' ~-•. ·_:·:-. ~. :·: . ·,. : . . . • ' ... • .. ~ P. .. .. p· .. p .. :,. . , 1 FUTCIRE ELECTROL.IER I 4 Pt-,qces ' .rrl/TCIRE ELECTROLIER SY. ,_ '-# 4 t:J 7bTAL s ' • "/···. . 7,·· •. · . .. • . .. . • -" . . • !'· • • . • l> . , ; .. ,. ' • ... : ~ • .. _. • "' • • • !> . • • • ' • I> • .. ~#4 li"l"@;~ M~~ v--' l.___#4 x/CZ"@/8 (TYi, ) ELeVATION-TYPE E RAILIN6 /VOT,E.-.5FE S'/.l'EET ~ /'i7R S'EC'770/YS 4/VO RE/#rO.<?CEA?E/VTS' ~R R/-7/L/#GS. ... •(> .-. 42'-0 I/ '4' [~~ 7!.a" . 3 SPA @/0'=30' I I I ~ 7< -.I.JOINT STl../8 l"C'ONPCII OVT 121' I 'ELCCT CONIX/IT ~ LPCILL 80X 7,, Ir ~ I I JOINT 2' " JOINTJu ii 42 '-0" I 42!..0" I 2' 8 SPA @l0 1 = 80~0 11 ~ " ~ -" ~~..lL BOX~ GP..t.4CES L11JOINT JOINT ~11 JOINT_f" 11 ik JOINT EL.El/AT/ON -RAIL.ING' LAYOUT-TYPE/ IG'SPA @10 1 :: I 0'-0" II II II 11 j j j j II'-JOINT -....._JOINT LJOINT ELEVATION -RAIL.ING LAYOUT-TYPE 2 o□~s PREPARED BY BOYLE ENGINEERING- 412 SO. LYON STREET SANTA ANA. CALIF. APPROVED BY ±le, '?At-C. ,l,L,i,. R. E.NO. 8603 DATE BY DESCRIPTION REVISIONS 42'-0'1 I 2' ~·, 4SPA @l0 1 = 40~ 0 11 I " JO/NTf 11 j j APP'D. I ~ ( Pt/L~ BOX c: I I II..,_ JOINT f j APPROVED ASST. PUBLIC WORKS DJ RECTOR R.E. NO. 12806 __ DAT ,fj', '-,'-{: DESIGNED Qic CHECKEW, DRAWN JR.L. DATE AUG. 1967 ' INTJ 1 JO SAN DIEGO CREEK BRIDGE BARRIER RAILING JAMBOREE CITY OF NEWPORT BEACH PUBLIC WORKS .. DEPARTMENT DETAILS ROAD R-5O85-S - SHEET 2 ( OF 26 LIETZ 1324 BLU-LAR 9·66 51-0050-01-00 D-1424 ) ~ ~ I ll't :'\ !ij a CJ) 0 1':) U\ I" fi' G ..IA-I --==e..:LC.:E'-'V.'-'-. -'-'l2=c·c:5c...'~~ .. _.,..., _CT._ --01----- 10--------- 25 0--------- 3 -10--------- 6' -20--------- . . . - .· . : : .. ' . .-. ' ... ' .... / / / / / / / LIGHT TAN TO BUFF COLOR SANO ( FILL MATER/AL) G.W.S. /OS.I 17, 7 74.9 46.0 COMPACT i3i.ACK SANO VERY SOFT i3LUE SILTY CLAY WITH SHELL rRAGMENTS VERY SOFT BLUE-8LACK SILTY CLAY WITH SHeLL rRAGMENTS -SE7TLE,O .S"{P) / ;f-=-~-~ ;//f-.!:.72=.7__,_:,:4,::c8,:..,:J:......, SOrT BLACK SIi.TY CLAY Wl'TH SHELL Fli?A6MENTS ... SLIGIITLY CVMPACT ClAYEY-SAND SANO LENS£S IN CLAY Pt/LLe,O IN 2' OF F/NE SANO IN AUGER. JAN 1967 2 13 -30-------------------------------------- 76 -40 ------------------------------------- ✓A-2 0 -10 \ \ \ \ ,_ ---' ' ' -40 zoo 400 GOO BOO 1000 ~ BLOW COUNT LIETZ 1324 BLU·LAR 9-65 JA-4 ..IA-2 r SIZ.c OFA(IGER .BORIN<J JA-3 __ £.~;;:~E_v.~·-e=.s~' ~-~--<l8"lr---------. ... · ... ... . · .• ' ... .. ·. G.W.S. 58.0 60.8 87.8 30.8 .JAN /!J67 VERY 1..00S£ FIN/; BLACK SAND (LOST MOST OF SAMPJ.e) VeRY SOFT BLACK TO GRAY SIJ. 7Y-CL.A Y J/',ITH SHELL FRAGMcNTS VERY SOFT BLACk' CLAY WITH NUMEROUS SHELL FRAGMENTS 0.eNSE 71:> V.eRY .OENS.e Bl.ACK 7t> GRAY SANOY-S/LT WITH SHELL l"RAGMENTS OENSc TO VERY LJENSE CI.AYeY-SIL.T WIT# SHELL l"RAGMENTS VERY DENSE BL.LIE SIL.TY SAND WITH S/1.el.L .PRAGM.ENTS EAS7 ,81.C/'Fr DR. . . . TAN SAND ( FIL.t. MATERIAL) .. : ... LIGHT TAN SAND (FILL MATERIAL) : ... . .· 12 . · .. 80.2 28.'!J ,, G.W.S. / ~-v / //1-:-::-cc---r=-::-=-3 (._ _ _.-:: 106./ 25,6 ' ., ,_.,., . ,. ,. ' •. ,·. ::-' • ' " ' • " v' ,· ,. ' t----l7~7,__~--~ 4 // 73.3 46.2 12 /4 61 / / / / / / / / 0. . -- G7.0 84.7 /09./ JAN l9G7 52.2 31.7 /!:}.5 PLOT PLAN STll"I' 81.VE -GRAY CLAY.eY- Sl.t. T VeRY I.OOS.e LJARK GRAY FINE SIi.TY-SAND VERY SOl"T Bl.VE SILTY- CLAY WITH SI-IEL.l FRAGMENTS STIFF BL.Vc •'31.ACK ClAY COMPACT BL.ACK ClAYEY SAND WITH SlleL.I. .FRAGMENTS V£RY DENSE i3L.C/e CL,t:/Y.EY SAND WITH SHELl FRA0'11ENTS . , '• . . . . .. -.. .... .... . . . .. ; : ' .. 100.S 6.2 !J8.2 24.0 72.5 45,!3 El..cV. £!2' VERY OENSc FINE GRAY SAND WITH SHcLL FRAGMENTS _.$£/GHT.t.Y COMPACT BROWN ~SILTY-SANO WITH S#ELL FRAGMENTS .LOOSE BLC/c SILTY -SAND _-sorT BL.VE CL4Y WITH SOMc~SANO LENSES JA-5 .AUG.eREO _ 20' BEL.OW SC/RFAC.e cLt::VAilON BcFORc ST.4RT/NG PENeTRAT10N .BORING VERY 0.ENSe COARSE BL.tie .SAND ----10 STA 18G' ~74.81 ENO O.P PROJECT ' 41 .. ... .. .... IO!J.7 /8.2 HARO BLt:lc SAN.OY-CLAY Ptli.Ll:0 IN 10' OF FINE SAND IN A(IGER Pt:11.LeO IN IS' OF FINE SAND IN At:ICiER 3 2 /0 9 JO 3/ 38 45 78 G4 84 82 88 92 -20 BlOWS PER FOOT______,.-75 JAN 1967 {v'.SING A 140 L.B. HAMMER WITH A 50",0ROP) NOTE: 75 82 142 /04 112 98 118 165 102 80 88 130 198 --------30 -40 J4N 1967 ( STA. /69 +25 :!: 27.5 RT OF C/L) OATA ON T#IS SHEET IS TAKe/V FROM /MATERIALS ;{'.E.PoRT rOR THE PROPa5c.O CONSTRC/CT/ON 0,/=' JA/J180REE ;f'OAO .F.,ff;7M .FORO /?0,'10 TO PALISADES ROAD IN THc CITY Or NEWPORT BEACh' -A.H.,c;P,-#S46" OATE.O MA/i'C'/1 .!?l,196'7 8YO::,C/NTYQP" ORANGE, Orr/Ca Or COC/IVTY SO'R.VeYO.R ANO ROAL) IX)M/11/SS/ON£R1 MA77:R/ALS LABORA?l:);f'Y. :~ PR0P0SCO B.RILJ6E ✓A-I (STA. IG7+18± Z4.5RTOFC/L) PREPARED BY BOYLE ENGINEERING 4\2 SO. LYON STREET SANTA ANA. CALIF APPROVED BY Q"•hc ~ '7f R. E. NO. 8603 DATE BY DESCRIPTION REVISIONS APPROVED &@l1L_ ASST. PUBLIC WORKS DIRECTOR R.E. NO. 12806 DATE_tf'-7'- APP'D. DE~CED CHECKED DRAWN L.D,T. DATE AUG. 1967 40 80 120 1GO 200 N BLOWS PER FOOT I LOG OF TEST BORINGS JAMBOREE ROAD· CITY OF NEWPORT BEACH R-5085-S PUBLIC WORKS DEPARTMENT SHEET 22 OF 26 51-0050-01-00 D-1424 I STA. BO +08 EL 10.0 STA. 81.+63 EL.11.B STA. 97+08 EL. 52.8 CLAY: Silty, Sandy, stiff to hard, brown 1-w +10 FINE SAND (FILL): FINE TO MEDIUM SANO: trace of silt, loose, ---brown __ _c_ __ .:_ ___ -, ___________________________________________________ +10 ¼-------------+50 ::' 1-w W" "- 0 IP 2D 3P 4D 5P 6D 23 S 2 M 30 22'(103) 31(98) Silty, medium dense, ton and rust brown ASPHALT (buried rood) FINE TO MEDIUM SAND: Silty, numerous cloy layers, loose to medium dense, brown CLAY: Sandy, Silty, medium, groy FINE SAND: Silty, numerous cloy layers, loose I gray -20----------------- ·~ 0 I- "' > w _, w IP 2D 3P 4P 5P 7P -30-------------------- SM 9 19(116) CLAY: Silty, Sondy, occos1onal shell fragments, soft to LL= 31 medium, gray to PI=l3 blue-gray -------}-Layer of silty fine sand 64158) [0.2] 101(46) LL0 26 pr,4 45(79) 1----CLAY: Silty1 medium 1 __ _ blue-gray 52170) [0.3] 67(61) 53(70)[03] INTERBEDDEO SANO, IP 3P ___ Silty ANO CLAY, Silty, __ -=t-1 medium dense and stiff, dark gray 19\1111 -40----------------------------------9p 36 B3 STA. 87-1'18 EL. 3.1 FINE SAND: Silty, loose, brown CLAY: Silty, numerous ,o ___ shell fragments, soft, ---l-l dark gray 42(79)[03] LL0 34 p1,,5 5P 56-------------/- 151119) FINE TO COARSE SAND: 15(116) II( 128) Silf)'t medium dense, gray I SILT: Sandy, Clayey, ML numerous shell fragments, medium dense, gray 11:,------ FINE SAND Silty, tn:rce of shell fragments, dense 1 to very dense, gray STA. 88 +75 EL 5. 2 FINE SANO: Silty, loose, brown CLAY: Silty, Sandy, numerous shel! fragments, medium, dork gray CLAY: Silty, occasional shell fragments, soft, dork gray CLAY: Sandy, stiff to very stiff I gray IP 3P I 16 I STA 90 +98 EL 3.6 CLAY: Silty, trace shell fragments 1 soft to medium, dork grey 67 2211021[0.3] 46(791 --------0 LL' 62 PI 0 36 FINE TO MEDIUM AND: loose ra CLAY: Sandy,·stiff to very stiff, dark gray to brown 16(1181[2.4] 14 LL 0 39 P.1.,22 7P 27 ML 2111091 SILT: Sandy, Clayey, medium dense, gray- green -__________ a_o 15 i Ii 1!®~!========-20 FINE TO COARSE SANO: trace of silt1 medium dense· to dense, light grey to light brown • 31 9P 55 IOD 2~ sr., " FINE TO MEDIUM SAND: trace of silt, 12(122) medium dense, gray rl------------30 12 11 p 14 ~ 17 IZD 12 140201 40 2 5P 60 "' z 0 I- "' > w -' w 9P IOD 24 74 70 S 24 66 S 63 29 M 6(1021 M 27188) FINE TO MEDIUM SAND: Silty, trace of clo_y, medium dense, red-brown to light brown "' z 0 I- "' > FINE TO COARSE_+4 0 w SAND: trace silt 1 ~ medium dense to dense, light brown B6 (STA 180 + 69.13);; STA.97+00 I I • (STA 174+67.13)= B5 STA.90+98 I I 1/ l I I I I I I I \ I I I I END PROJECT \ \ \\ \\ ,\ ,\ \ \ \ \ \ \ I I I I B4 (STA 172 + 44,13) -STA 88+75 (? I / CREEK__ -/-./:___.EXISTINC:--•• (STA 170+87.13): B3 STA.BT+l8 ---PROPOSED ~A.Y BRIDGE cGO _...-;i.. •• BRIDGE ~·-r- " 1 I I I I I I ,,,! I ::;1 ,J;/ I ~I I ~ I I I B 2 1 ! (STA 165+39.38) = STA.81+63 / / ==="-'...:::==--=-==!2.!.1:2.c!_.U,. I I BI if/ (STA 163 + 84 _-35) -STA 80+08 • I •.:c.:_:::__c,c,c___,__=~=-=--"..'..'.O.~c:'::'c'-"-_.j_(,J SC 0 I I • I I I I ' I I:/ ,, I .t I BEGIN PROJECT LEGEND SOIL BORING NEW ROADWAY EXISTING ROADWAY STA 81 +63 STATIONS OF PREVIOUS IMPROVEMENTS (STA 165+ 39.38) STATIONS FOR THIS CONSTRUCTION -50------------------------------------------- NOTES I. 0.0 Elevation is Mean Seo Level. 2 Vertical Datum Based On State BM. V-40 Located !O'S W Of MAC ARTHUR BLVD. And 300 S. Of PALISADES RD. EL 12.69 PLAN OF SOIL BORINGS BORING LEGEND Porter Sampler 3" 0 .0. __ _ 140 Lb Hommer 30" Drop \ Sample Number---~'-- IP Advanced by Weight of Hommer SOIL PROFILE VERTICAL SCALE IN FEET 543210 5 10 Boring STA. 85+00 EL. 10.0 Number NOTE: SCALE IN FEET 0 50 100 1000 .,,r-Field Soil Classification m,(,,.----.,.!...--- SANO: Silty1 dense, brown. THIS SHEET HAS BEEN REPRODUCED FROM SHEET 21 OF REVISED FIRST CONTRACT PREPARED BY PORTER, O'BRIEN, 6 ARMSTRONG FOR CITY OF NEWPORT BEACH. THIS SHEET IS PRESENTED FOR INFORMATION ONLY. ,, -. ,., '"· -~ . --· . ---.. __, ··--. .-; .· .... ,....'._• ~--·------~---- I i , ' .,,, , . ' . . . ' --., /-. ,,-•) :? , C • I __ , .--/. -}< ;:.1....,··• ----------·--· --------•;.:--·· . -. . ------------------- 1----P_R_E_P_A_R_E_D __ B_v __ ___.---+---i------ BOYLE ENGINEERING --,,_ -------! --~----·--------· , 412 SO. LYON STREET SANTA ANA. CALIF I 1-----------------l------' ----'------------·----- APPROVED BY x)~c,J,.~ R_ E. NO. 8603 • ! I ------1·-- J.\{,F i ;_,'( U'.::~t::~1:·~-~lJ,' --~---_; --J __________ ------____ , . -. -, ' ,----;1 . -," -J ll ' ' _ !2.805 51-0050-01-00 D·l424 ( -·------, € PIER NO.I I Ele\t. 15.60 ( Intersect/or, ti So. Abutr1£'.rit ,:- and siae slope of Future Chanr,el) ~ Esti3mated I . . PIER,N0.2 -... I ~ I ...,....-side Slope of Future • ui 1 / S'lr• Diego Creek Dfoinage Ctiannel Sta. 85+91 't. PIE~N0.3 -.,._' P4 Sta. 86+36 Elev. 10.4 € PIER N0.4 ... -_I ' f PIER N0.5 , ,..I Elev. 15.60 (Intersection 't. No. Abutrrent V 't. =a"n.::,d;.:.s.;.i d7e""s=cl-:-o"p.::e.:...:oa-f ~F::u"'t"u",:...e-.::C"h-'-a"n"n~e'cl ;-JC::..."-"-'--/.--f;J PIER N0.6 Estimated. f , 'Side Slope of Future I I +10 Sto.s,::;;+07 Ele\l. 6 .4 , ./· .-,-: I Elev.6.5 l;:±c;,--------Jl±,--J--------:::,,-1 ,~I-~" P2) Sta.85+49 P3)/ -------"-if'/ Elev. 6.5 17/ __,,,.-----------1 ,.-11<-,/4~::;_ _________ _ SM SAND FILL: Silty, calcareous, loose, brown H,-----s-t-a.-8-7_+_5_9 __ ; [ Sta. 8 8 + o I ; / I->-----------+ I 0 Elev. 6.2 "-._ P7 E ft/Sta. 88+ 43 " le>.4.5 Sta. 87+ 17 ----------" PS / Elev. 5.2 Elev. 3.0 ---O.H. Ground Surface -,-I. PIERN0.7 1/ 7 ~ - 1 San Diego Creek Droinog; ~1onnel~ '/ Sta. 86+ 71 _ 7 SALT: Intermixed f--l SALT :Intermixed with _ 7 SALT: Intermixed with :Yifh s1li on.-:1 very fine sand . silt and very fine sand . silt {lr,d very fine sand _ CLAY: Silly,orgcmic, ~::C==-======--=-=-=-=-1 ----CLAY: Silty, micaceous, -/ __.-~ SM l ;~~~:cSkllty,some clay WATER ::~5~Silty,some clay, Elev. 2.8 CLAY: Silty, sandy, abundant she I le;, occosiona.l sand stringers □l"d very coarse gra-.,.e I, traces of organic matter, dork brown CLAY! Silty, micoceous, abundant shells, son,e sand stringers, traces of organic matter, dork brown abundant shells, occasional / ____--I.....;.... comp'lct, light brown sand stringers and co□rse CLAY: Sandy, silty, -----i SAND: Silty, some cloy, ----- CL CL grovet1 traces of organic micoceous,dork brown MEDIUM TO COARSE SAND: Silty, some cloy, compact, light brown matter, dark brown SAND· compact, light brown CL • Occasional grovel, CLAY: Silty,orgonic, 0 CL loose, white-orange SM h II --------! c-+-------------1 s-+--------------11---1-------------l l--+-----------l l--l---'-----'------11---1-------------l I---!-numerous s e s, occasional _ , silt stringers, dark 1-- -IO -------1 CH CLAY: Silty, slightly organic zones .,..ith numerous shells, occosio11ol silt stringer_s, soft, dork gray -green CH CLAY: Silty, sligtitly organic, numerous shells, occ,isiorial silt stringers, soft dark gray-green CH CLAY: Silty, slightly organic, numerous shells, soft, dork gray-green FINE SAND: Gravelly, I------------ CL CH CLAY: Silty, micoceous, abundant shells, occasional sand striilgers1 traces of organic matter, dllrk gray-brown CLAY: Silty, slightly organic, numerous shells, some sill stringers, soft, dark gray-']reen --==--------s I LT: Sandy, traces of cloy, SP _gray-green • COBBLE: 6"d;o. ,_ -~---------c LAY: Silty, micoceous, CL some shells, occasional sand stringers ,_ ----------- CH CLAY: Silty, organic, occasional silt stringers soft, gray-green '----,=--------ML SILT: Sandy,tracesofclay medium-gray SM CH CLAY: Silty, organic, numerous shells, occasional silt stringers, soft, d<:lrk gray-green --=.,...,,=~,..,.=----SM COARSE SAND: Silty, compact medium-gray 3!E GRAVEL: Sandy, loose CH t=::::l--COBBLE: Approx.4"dia. CH I- SM COARSE SAND: Silts, compact, medium green ------------GRAVEL: Sondy 1 locse, white -green -20--------!F=*--,~==~;:-=,:-;=;:-=~l--+-------------ll-~+-'-lo~o~s~e,'---w-h_;1_e_-~g~ce~e_, ___ ~~--t-MEDIUM TO COARSE SP ~ loose, medium gray -1--1-GRAVEL: Sandy, occasional clay stringers, loose, white-green Lwhite-green _ SP SP SAND: Some fine :iraYel, gray -green FINE TO MEDIUM SAND: Gravelly in parts, medium 1--1·~ dense, gray-green - ML I--~~--------FINE TO MEDIUM SAND: Silty, gravell}, tan-brown SM GP BOULDER: Approx. 1o"dia. -COBBLE: Approx.4" dio. GP SM CH ML - GP CLAY: Silty, organic, n!Jmerous shells, occasianol silt stringers, dork gray- green SILT: Sandy, clayey, compoct1 gray -green <p: 0° FOR CLAY <p: 33° FOR SAND ELEV. 20.0' FOR ALL SCHEMES--------..._ GRAVEL: Sandy, loose, white -green SM CH ML - CLAY: Silty, organic, numerous shells, occoslonal silt stringers, dork gray-green SILT: Sandy,clayey, compact, gray-green MEDIUM TO COARSE GRAVEL: Sandy in zones loose. white -areen 0 -10 -20 LEGEND .,,,.._ Li : PRE-STRESSED CONCRETE PILES ' . 0 Soil Boring New koodway Existing Roadway STA~ 884 43 Stations ot previous Improvements ISTA;l72 + 12.13) Stations tor this Contract Proposeo Brido"7 P9-NOrHi Abutment I I I I I I I I I I I I I END PROJECT \ I \ \ ,, .\ \ 0 ,' <$-\ \ \ \ \ \. I p 8 I l_Sto._88 tOJ.(Sta.171+ 70.13) I I . I t P s , " ,/ /, Sta_87+ 17•(Sta.170t86.13) SILT: Some fine sand, nwrr,erous st.ell&, mica ~ra<:e&, 1'lrk greer,-gray GRAVEL: Sandy, traces of silt, luose, white -green GP GP (Sta. 172+ 12.13): Sfo. 88t43 " ,, -< P4 175 Blows with 170 Lb. Hnm.ner SILT: Som1> ~ine send, numerous shells, micaceous, compact, dork green-gray GRAVEL: Sandy, loose, white -green -COBBLE: Appro11.. 4'1dia. t::::1-COBBLE: Approx 6 11dla. \ 1r J_r.r-Exist.Bridge P7 / ,. Sto. 86<· 36 ={Sta.170+05,)3) __ GP (Sta. 171 +28.13) = ·scct:-a-_..,9-=7-c+-5,.-9,-------'-c-_/_,,r ~ ./ // p 2 24" Penetration~~-- el----1-ELEV. 26.0' MIN. TIP PENETRATION WITH <p : 39•40°FOR GRAVEL ff.Ip: 6° FOR CLAY GP GP COBBLE: Approx. s"dia. GP ---~--------SILT: S,ody, compact, PCB / 1, Sta. 85+ 49=(St□.169+J8.13) med/um brov.n :; SILT: Sandy, compact, cc=-=---~-------/1✓ -ML GRAVEL: Sandy, numerous shells, loose, white -green medium brown I ML (S to. l?O +40._l3)~Sfo.86 +71 f I Pl-South AbutmE:nt -----------1 <----1-----------' t--t----------+-1---------3 0 p 3 ,x:\<,c-,--1.,-"/ c,s=-,'--a-."'8='5='-"+--co":'7..'-'. =. ;.;<S~to""._1sBr 76.13) -30-------lt--t------------l~-4-------~-~~-l----~--------11-~1--------------1 GP 200 Blows ....,,th 170Lb. HamlT'er ,<.t-~..._ELEV.31.0' MIN. TIP PENETRATION FOR ALL SCHEMES --=~--------SILT: Sundy, some shells, ML L..- SILT: Some fine sani:I, compact, medium -browl'I ML ------------COARSE SAND: s;Ity, compact, gray-green {Sta. 169 +60.13)• ·s1a. 85-r-SI ' 1::l 1 \ -<cl I 34" Penetration --~1 250 Blows with 170Lb. Hammer SM <p: 0°FOR CLAY - <p : 33° FOR SANO FINE SAND: Si It~, occ□sion<JI shells, dense, dork gray u <p : 0° FOR CLAY ---<p-=-33° FOR-SAND I rELEV. 39.0' FOR II SCHEMES I 8 III FINE SAND: s;lty, some shells, dense gray ML SILT: Sandy, some shells, compoct, gray-green compact, gray-green ML COBBLES: Appoic 4"dio.- SILT: Sandy, compact, gray-brown COARSE SAND: Compact, gray-green <p: 0° FOR CLAY ML <p: 33° FOR SANO <p: 0° FOR CLAY l/'-ELEV.39.0' FOR <p: 33° FOR SAND ----------5CHEMES I am ELEV. 38.0'FOR _,, 1811 Penetration ==I -40---+--l----------~--1-----------11---+--------~~-SILT: CJayey,micace,~o~"~'~•Jr:::± I SCHEMES I 81I[./ compact, gray-green ---------------,!-'-+-----------1 , COARSE SAND; SHty, i---;---,-..,,.---, -,-~---t FINE TO COARSE '-!-,-I-ELEV. 42.0' FOR SILT: Cloyey 1 traces of sond1 micaceous, compact, gray -green ~ <p = 0° FOR CLAY [ compoct, medium-green ~ ; / [l~M I "s </J: 33° FOR SANO 275 Blows with 170 Lb. Hamm er I SW p3'' Penetrot ion ----SAf\JD! Grovellt, sc'fle SM SCHEME JI ML rELEV. 45.5' MIN. TIP PENETRATION FOR r-ELEV. 41. O' FOR shells,orgorilc tr,i,~es, 0c'cosior.0J coOble zores, Li ALL SCHEME5 ---------SCHEME II _ __, aenSP gro} <p: 0° FOR CLAY <p =33° FOR SAND ML GP GRAVEL: Sandy,loose, white </)' 0° FOR CLAY ,_ -~--------SILT: Sandy, some clay, dense, green-gray t--------------(/)= 33" FOR SAND FINE SANO: Silty, dense, FINE TO COARSE SAND: !-£LEV. 50.5' MIN. TIP med;,m-g,oy <p = 0° FOR CLAY SW trace of shells, medium ALL SCHEMES ML '-ELEV. 42.0' FOR SM SM GP t:::::'h, ._BOULDER: Approx. IO"dia. SM COBBLE: App-rox. 6 11dia. ML SILT: Sandy, some cloy, _.,_ ________ __, e== =, compact, g,ay-g,eeo SM 200 Blows with 170Lb. Hammer ML 18" Penetration ------1 SILT: Sandy, some clay, compact, green -gray <p: 0° FOR CLAY <p: 33° FOR SAND ELEV. 40. 5' FOR ALL SCHEMES ____ -1 MEDIUM TO COARSE SANO: Gravelly, occasional shell breccia, loose, white-green BOULDER: at 44.S' 450 Blo"'s with 170 Lb. Hommer-Impenetrable -ML - SP SILT: Sandy, some clay, 1 compact, gray-green MEDIUM TO COARSE SAND: Occasional grovel, same shell oreccia, loose, white-green -40 Gravelly, occasional grovel, / PENETRATION FOR SM (/J = 33° FOR SAND 50 dense, while -green SCHEME II .__ -----------------------1--t-_--~~"--~-~~~-~_"_"-_~_~_-_"'_'-'_'-'_"_-_-_-_-_-_--lfc,sl---+-----------,__ -=,-:----------1'--f--====--...!:'-----f--SILT: Clayey, mlcoceous, ML SILT: Clayey,micaceous, some shells,compoct, SILT: Sandy, some clay, --+-+-------------------------+-+----------50 compact, green-gray 154Blowsv,ith ---➔I.__ .de11se,groy-green I~ FINE SAND: Silty,dense, gray-green 170 Lb. Hommer _J light, gray-green 18" Penetration ML t 200 Blows with 80'.Jlder at 53 1 170 Lb. Hammer ML ,_ ,_ i Rood ..... oy NOTE: Borings roken on i Roadway :g; I ;1 I ~1 I I I I I I I I I I I I I BEGIN --PROJE.CT Impenetrable---__, 6" Penetration sr -FINE SAND: Silty,dense, light gray-green NOT£, THIS SHEET HAS BEEN REPROOUCEO FROM SHEET 17 OF REVISED FIRST CONTRACT PREPARED BY PORTER, O'BRIEN 8 ARMSTRONG FOR CITY OF NEWPORT BEACH, REFERENCE TO PIERS, PILES, PIPE SCHEMES. .ETC. IS FOR PREVIOUS IMPROVEMENT 8 DOES NOT APPLY TO THIS CONTRACT. RECOMMENDED p.,~ f,tPf_ fl'< /2, ,. ,r? t.t, PORTER, O'BRIEN E1 /41'H!.STRONG .-¼_-..c.1 _=_··-_.:_/L<'_.,_/_1.,,,,_~--1 JArJlBOREE ROAD RE.ALIGND!IENT SAN DI EGO CR E El{ El RIDGE l -60------------------------------------------------ NOTES: I, ELEVATIONS OF CHANNEt.:S J:I SIDE SLOPES AT (I;_ OF ABUTMENT PILE CAPS ARE ESTIMATED ANO SHALL BE VERIFIED FROM FINAL OCFCO CHANNEL LAYOUT. 2. ANGLE OF INTERNAL FRICTION FOR SAND IS AN AVERAGE • VALUE, COMMONLY USED IN DESIGN FOR SATURATED SANDS .• 3. SUPPORTING POWER OF CLAY STRATA OVERLAYING SANDS ANO GRAVELS LIMITED TO THE EFFECT OF ADHESION. 4. MIN/MUN TIP PENETRATION ELEVATION SHOWN AT PIER N0.2 IS G/vEN GNLY TO ILLUSTRATE THE INCREASE IN BEARING POWER OF PILE DUE TO LARGER VALUE OF INTERNAL FR/CT/ON ANGLES FOR CLAY AND SANO AlvD WILL NOT BE USEO IN EVALUATING PILE CAPACITIES. Consult ing . Enginaers ~~olv~ 510 31 ST. STREET, NEV:PORT BEACH, CAL. .;~,.;,"--"~'-'•t.---"C" ...... ~ PUBLIC WORKS D1.!!ECTOR ' J_ ~ R E NC>-l C. ,l_"l S08Ml"'.'TEL' r:~ ' ' · • 2./ --------.L---- f N l, _.:..CII_..'..~• !_'-c.':..__::_.•__:·::_-_:':._• ·_:,'._/''._· :_•:_"~~~JJR_:A.::W:::N'===~D=A~T~E===::J .... L- fi E ~k ~~~-""'~'=----~-----CHECKED __ SCALE i,ORING LOGS, SOIL DATA, PILE TIP PENETRATIO~SS CITY OF NEWPORT BEACH DRAWING NO PUBLIC WORKS DEPARH,1ENT R-50iO~S FlRST COMTRACT-SHEET I 7·0 F 2 l "':,,..,·====·====::;;:=,:;.;-~==cc====·;;;:;;·==·--~~====,:=====·=====:::::~ ="1-,, ii I 1--,-___ P_R_E_P_A_n_, E_o __ s_v ___ __J------jr-,_'c..· c-t--------------+---t •ITr.;;o ,n I/J ;J BOYLE ENGil'JEERll\TG /1/'///J //,. ASST. PUrillC ~-;u:11,s OiRECTO:i: "APPROVED BY 'f_.; ~/J ::, tl,-.. ~ O R. E. NO. BG03 Dt.TE ev 01::SCNl?TION REVIS/Of<$ R.t'.. riO. 12806 0'1E. 8-/'-r--G7 OESIGflEDtl 'klc ..6 LOG OF TEST SOR:MGS I I ____J I ! I ' ' ' - ,:, AWG: tt14 #12 #10 CONDI./CTOR .SCHEL)VLE C/RC-t/lT Lt. ¢A+A, - 9'A - ¢8 3 r/A, - ¢A+8 - SPARES 3 TOTAL G' ¢A L)ETECTORS 8 ¢a DETECTORS -fl A I DETECTORS D£T COMM TOTAL SIGNAL COMM. L(//11 TOTAL - - - 8 . I - I ® ® ® RVN & &. 3 3 -- 3 .s -3 - - 3 ,3 9 12 8 8 -- - - - - 8 8 I I 2 2 3 3 Ab[) li?"RTGA ---i ·,@ 81 MOtlNT POLE@) LJEJ'AIL -- -~REMOVE h'.R. " " ~ " ' r_, NO. ~ £ NO. --CD 3 -® - - @ 8 3 @) .s -@ 3 3 12 G' -- 5 - 4 4 I - /0 4 I I 2 - .3 I - POLE SCI-/ELJVLE STAN.OARO L. C/MINAIRE PE£). PVSh' BT. SIGNAL. MT6 DESCH/PT/ON EXIST. /-A -7' EXIST. 68J12c:;20 EXIST. I-A -10' EXIST. /-A -7' EXIST. G'BJl2Gl5 A l ' , I I I I I I I ' "' ,, ' ~ -- -- S/0.M.A. Ltl/.4.M.A. LAMP GL. SH. 'TYPc PHASc VEN. PEO. ----- - EXIST. - EXIST. EXIST. EX'/~ r1N0 --EXIST - - - ----EXIST -------EXIST. - • EXIST. EXIST. EX/.' TINO --t?ETAILI - .8 ill C n I== ' I i ® TT EX/SllNG PHASE .DIAGRAM r EPOXY CAP .3'/11IN. , , ' I , I , I ' I r ' SANO FILL c) r LJ.El7JIL ® , ' , , I I I I ' I , , , ' , , , ' I ' I , , I I I I SENSOR C'AB,l.ES IN SAW CC/T TO PC/LL BO)(. (l"OE.c'P· ,:/4-"WIDE) / EXIST l"C REPLACE 4"' /2 WITH cJ#/2 ----~--~------~,-----------~ I .1-A+A, & -------------------, ' I _i::; I ,)}:JB ~ / , ' ' I Lf-t>A+A1 /"SeE OETA/1. ® !::! £ ! ~'lJ STA, 117+.38 {REF. ONLY) rRE//10VE H.R. fg !)! .-" D D '.] CD c.,-f,l\'>A, "-/ !)! -h~ n 7 t:! "' ,f, I -A, V "" ©"' . ~, ' ' RELOC'ATE@:;_.,-A,I .._____RELOC'A'li= Pa. I ' . 'EMOPE li.R ~ ,p t,I ffi I I & ' I ~ " R. ' " !)! I ~ 6 EXIST. P. P. TO BE REA?OVEO --__ <::..,RE/110//E BY VT/l.lTY COMP,4NV ---:--. '--.,---- - - - - ------- - - -------~-0--:--, ~- L E)(/ST. l"C' REPL.4C'E G",,-;;-P. iS'.'E,O PP.LO T->t::iW -W/T# a '#/Z PRO. 0. , • CA (S.E.E NOTE /.3) JAMBOREE . . ~ CALLELJ NORln" UETZ lJ24 BLU·LAR !l~i ~:" ..; . , j' ' /A .,\,,-1I ® ,., i I ...... A• B I I r----.iG-b--\-- - - ~ - - <>.c~-=~-,dcl S.EEOETAIL ® I I ' I I c:==i- _l J ENT.RANCE TO rORLJ AE.RONVTRONIC PLAN7" ( SEc SH.eeT N!! G ) PLAN . -- ROA.0 A A p A, At n tJ ITh rm PHASE .0/AGRAM (A.A/I. TRArr/C) PHASE .0/AGRAM ( P. M. TRA.Fr/C) '\: i 1· ~ ~ I Pl/LL BOX' L-1 L-2 rrJ n JT1 CONNECTION /. I To L-1 Z. IA To 4 3, 2 To L-1 4. ZA To 3 I /A 2 2A 3 .SA 4 4A 5. 3.4 To L•2 G'. 4A To L-2 G'' I IA L·I CONNe"CTEO 71:J /p'Z L -2 CONNeCTeL) 7V 3A ~4A I 9' I G'' I • .9' I r;_i ·1· • I • .9' ~1-G'' ~1 3 IOI 4 2 ~3A 4 4A ,!J/RECT/OtV Or 77f'AVEL '-------oL-2 LEAL) IN '-------~L-1 -TYPICAL rOR EACH LEFT TVRN LANE - .O.ETAIL ----------------□ ., I I <, ~ ~ ~- f\, n REMOVE 1/.R. " " : ' il--REA1t?YE #.R. , --- -- . -. . oo~s cc (Q) -----~--. -- .PREPARED BY BOYLE ENGINEERING 412 SO LYON STREET SANTA ANA. CALIF, DESIGNED BY APP ROVED BY JJ~ @f/;5Z1.JL~ b/;i,15(1o7 <i)~ C ),.J.,,dt¼,1,, ME 11315 EE 6425 ( /0c. E. NO. 8603 NOTes /. ALL MAT.ER/AL ANO WORK.MANSHIP SHALL CONFORM TO S.ECTION BG' OF THE STANDARD SPECIF/CAT/ON$ OF THE STATE OF CALIFORNIA, L)EPT. OF PVBLIC WORKS, 01//. OF HIGHWAYS LATEST EDITION, ANO APPLICABLE ST,4TE STAN.OARD DRAWINGS. 2. CONOC//T LOCATIONS ARE APPROXIA4ATE ONLY,· ACTC/AL LOCATIONS SHALL BE LJETERMINED IN THE FIELb. 3. ALL SPARES SHALL TERMINATE IN THE TERMINAL COMPARTMt:NT. 4. PROV/De ONE SET OF ANCHOR 80L7S FOR R.t:LOCA770N OF STANOARO AND HEAD @). 5. REMOVE.0 EQCIIPMENT SHALL BE DELIVERED 7V CITY OF NEWPORT BEACH CORPORATION YARO. G". NO SPLICES MAY BE PLACED· WITHIN CONLJV/T. COLOR COOING SHALL CONFORM TO THE ST,4NOAR.0 SPECIFICATIONS. CONDUCTORS SHALL BE CLEARLY /MARKED TO SHOW Te.RMINA770.N. 7. 8/GNAL PL.ANS ARt: ACCt/RATE FOR SIGNAL. WORK ONLY. 8. 2 EACH LO-/ ,t.OOP SENSORS SHAL.,l. BE PROVILJE.O. WIRE FOR LOOPS SHALL. BE #12 NEOPRENE OR POLYETHYLENE COATED. LE'AO-/N W/RE SHALL BE 8ELOE,N #8720 OR St/PER/OR""' TC 212 TW. ALL LOOPS SHA,L.L 8E TESTED 8.E,FORE .6e/NQ° Se'ALEL> /N WITh' THE EPOXY FILLER. ( NOT LESS T/2'AN 10 MEG .Q m co) . 9. RTGA SHALL B.EONOVRING FOLLOWING CONO/T/ONS: ¢8, ¢,4 YELLOW GOING TO ,PB. 10. AMBeR SHALL BE 0/SPLAYEO AFTER RT GA WHEN ,t.EAVING ,la GO/NG TO ¢A, ff NOT TO ?A. //. MAGNETOMETER .SENSORS ON Rl6HT Tt/RN LANE WESTBOC/NO .SI/ALL B.E PROV/OED W/TH ALJJC/STMENT 0-.SO SECONOS .6.EFORE PLACING CALL INTO CONTROLLER ON PHASE 8 RED p'AM.BER. SENSORS 12. IS. 14. 15. /6. 17. 18 . 20. 21. 22. WILL FV/VCT/ON NORMALLY ON PHASE ,8 GREEN. MODIFY E'X/S77N6 CONTROLLER TO AO.O RIGh'T TURN GREEN ARROW CIRCV/T ANO CHANGE PHASING SEQUENCE. t/SE P/2'ASE C /N CONTROLLER FOR PHASE A, INDICA'TED ABOVE. RELOCATE EXISTING ELECTR/CAL SERVICE TO NEW PROPOSE,0 POWER POLE. PROV/OE NEW GROVNO. PROV/OE NEW /"C -.!J-#-8 SERVICE. REROt/TE EXISTING l"C-FOR NORT/21 80C/NO SENSORS IF a::>NFL/CTS W/TH P.ROPOSEO POWER POLE LOCA770NS (2 PLACES), EXIST/N'7 E6?VIPM£NT CONSISTS o,c, /-*I033N.8 .3 PHASE .t?LECTROMAT/C VOL.VME LJENSITY CONTROLLER , /-MODEL II CAl?O KEY DETECTOR TRANSENSOR WITH 2 A1A6NeTOMETER SENSORS vf /-TYPE in" CABINET . ON NOl?TH 80UNO LANES ALJO .s' MAGNeTOA4ETER S'ENSORS AS" S'li'OWN ON PLANS ANO CONNECT IN SERIES TO ONE TUN/NG .OIAL ON EXISTING CONTROL 80)(. RECONNECT EXISTING 7>110 SENSORS IN SERIES ANO SPLICE AS RE<;;>UIRcO VS/NG e.POKY SPLICE KIT SUCH AS SCOTCHCAST AND CONNECT TO OTHER EX/Sl7NG Tb'NIN6 0/AL . ON SOVTH .BOUNO LANES PROV/DE 4 /1'7AG'NETOMET-ER S.ENSORS I ONE CARO KEY TRANSENSOR /1-?00EL II TO MATCh' E)(/STING ANO CONNECT P-ER MFG. RECOMMENDATIONS. ON WeST BOC/N.0 RIGHT 'TVRN L.ANE AD£> 2 MAG'NETOM.ET.eR SENSORS ANO ON£ MODeL /0 CARD KEY TRANSeNSOR TO MATCH EXISTIN6 EXCePT C'ONli'N(/0(/S PRESENC,: 01./TPVT TYPE. ADD z-zn CONDCIIT.5' ONLY ANL) 2 PL/LL BOXcS ,A;;)R FL/Tt/RE SIGNAL AT BISON ff ✓AM.BORE£. (.Sec SHEETN£>7} RELOCATE EXISTING PVLL. ,!JO,Y 70 NEW MEO/AN AT PALISADES ROA.O AND JAM.BOREE. (SEE SHEET N£>12) ADO 2-2"CONOOIT.S ONLYAND 2 PC/LL BOXES rORFVTVRE SIGNAL ATNORTh' .EAST,8L(/r/"LJRIVE ANO ✓AMBOR.cE. 1S.l:e Sh'&eT NE 9) ADO .S-1'/Z"PVC CONOll/TS AC'RO.S-S OPENIN6S /N CllRBEC> MEO/ANS FOR Ft/TURI: SPRINKLER CONTROL /N ACCOROANC£ W/TH CONSTRVCT/ON NOTE 19 ON SHEETS 6, 7 ANO 9. eXCEPT AS OTHERWISE CALLe.o OVT, ALL CONLJV/T Sh'AL.L 8E .R/6/L) GAL.1/AN/ZEL) APPROVED &LI,,.&.,~ ASST. PUBLIC W6RKS DIRECTOR R.E. NO 12806 DATE_ -'t'-t:7 TRAFFIC SIGNAL MODIFICATION_ . STA. 117 + 38 JAMBOREE ROAD DATE BY DESCRIPTION APP'D. DESIGNED D.8.li. DRAWN L.0.T CITY OF NEWPORT BEACH R..;5O85-S SHEET 25 OF 2 6 REVISIONS CHECKE a_ .f',L :r; 'ff DATE AUG. 1967 PUBLIC WORKS DEPARTMENT • 51-0050 -01 -00 D-1424 ------- ( ) ------------- ~ ~ I "'I V'\ ~t\ ~ 0 \).) '"I,-V) "' I\ .) V\ I .;-0 I V) -- LIETZ 1324 BLU,LAR 9-65 2 i:s 3 (!' 8 ' I\ (lJ ' <ti ~ ... l:J! llj 2 ~ SEE LJ,E/;!//L -t3 -... ~ I " ... ~ " ti ~ ~ " I 'l: ~ --~ ' . ' ' ~=-i.l , • ' ~L I a = fg = ---"' ------------=-~; ---~ ------' ----------------------' ----------------------------------lt ;. '\7 r:Ps"~~ ----------; - - --------- - - - ------------------~i------------------------------===-------==~--_ ----:-.---~ _-=-~ I?. 2l>lq ·) SEE DETAIL -A-, s BISON SlREET I 4 //1EL)/AAI Cu'.Rd • TYP/CAL • SE'E DETAIL -A- 2 3 I z 4 I FO.RO PLANT c/l/T.R4NCc 3 -- 4 ---------- 0 ,---"' ---I I 20' - - -+-----1 = >CJ = SEE OElAIL ·B - 20' I e' i 20' = :::2:: c:::: .OEl'A/L-A- SEE L?£7A/L -A - I e-I c?J ------------------~ ~ ~1 -- scALE: /"= 1001 0 I - ----------------------------------- ---------------------------------------------- " w- c:-, ':?. ,._ <n ~ '<,, "' 11 ~ -~, r-- ,,i o'· t// ,1. vv ... ~, .,.., "'' ,,t, 0 "I \ (j I " \, , r/ i; ,I ') 0 ff ------ ----- -:.,_ ------ C 7 (?_ NOTES /-ALL PAVE/J1ENT A1ARA?'N6S AN.O REA10W4L BY017/ERS. Z -ALL .0.AA'.cNS/ONS A/<£ rROM &CE O,&' CURB. 3 -ALL S/G"NS BY OTHERS. 4 -SIG"NS AN.O R~ct70RS TO CONrORA1 7i:J. Sli4TE STPS. i e• I 20' i a· I 20' I W-61-R "' -~ 1 ¥ f>.R EPA R E D BY = ~ I ::2:::: '< , BOYLE ENGINEERING 412 SO LYON STREET SANTA ANA, CALIF. APPROVED BY ~~ C UMJ., C,_E, _NO. S603 DATE BY DESCRIPTION APP'D. REVISIONS ------}'----- 1i,e 9;,i SEE OE?:4/L -A - w 2. f2. lJZl/2. C. ""l I<.. -"2-- W 4-G, 12.(,,) -7- w 4-4-11.. --z... C -z.. ;2-. --z_ C s-12.., -I 1-r -I /1. r /Z.!112..- C//2..-z_ SEE LJEuVL -A - 0 ® 0 @ APPROVED STAN.OARO TURN AR.ROW BARRIER STRIPE -8" WI.OE SINGLE TRArr/C STR/PE-4"W/bE I -9' I IS' i'Z'IRN ONLY S/6N __ ----f ;:,,---, ' :::.......J 'I> = = ~ 0 ·' l ;L-t ..L c::I =:,.:;c;, "'1 '4" ~~~TOR TRAFFIC STRIPING DETAILS JAMBOREE .ROAD R.E. NO. 12806 ~ATE___ 6-/'t-C DESIGNED DRAWN L.O.T. CITY OF NEWPORT BEACH R-5085-S CHEC~}J ;e,;.;r; fl- DATE AUG .. 1967 PUBLIC WORKS DEPARTMENT SHEET 26 OF 26 51-0050-01 -00 D-1424 -, 'I i \ , I J / 1-· 150 140 145 140 140 " ~ ', I 135 ~ 135 1.30 /35 130 /30 /25 /25 120 125 120 97,,50 '3EG/N /)l/i'T Ncf}/;)N STA ?7 cf /a 971-00 fl---- , 4,(: S~ c"'/-"C, 9G,J.50 95f50 951'00 VCJIN N.1,c·1,v cc./,i'tJ ,1tvo Gor,,.~r .. V; D [Yl5Flo~ /.IT. s;."'r" 9,?-/·C!;J,.5'o ---I j I _ _, 190 lt!IS l,!/0 175 11/0 175 170 170 165 165 /GO 155 150 ISO 145 ,-J I ~ I .;,• ;· '' " i•' '.I' ,1:r 'l "' " ~ ' ' ' ~ l04f00 -1J,;J,r,r::" /0,3100 c;; A :1, ~-' ' ~ ' " ~ " 'c ' j " ' '· " "'I " ' ' ' f ;,;.o,;; 132.:J. -2,S ---- I\:! ~1 c;, ,-J ---L--~,;,.l&'..7,~--:L~r::l-·+-r--B-·~,,..1-'r'f.....:~hl 1---·5'-1~.1- " ·~ ,. 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