Loading...
HomeMy WebLinkAboutR_5727_Sg ~ ro ::c . (.) t:; <( -=.:J.----f.,/___c_A~OAc".M'::.S _::c-A VE'.'::·:..--j-----"oRANGE BAKER , ~ COAST :z CITY OF COU£GE 1,;s;-.-.-;:.c.-,,,s---,/ o,.:. COSTA ~~ -:i: § MESA !!:: ::,;! 'llt' 1--0 Z?,;! ::, m ::c \'IC TORI A 191H VICINITY MAP SCALE: 1" = 4400' . \li <( < F z w 0 :5 a.. 'lo ST. SYMBOL LEGEND 8 POWER POLE ST. @SSMH SANITARY SEWER MANHOLE 'tf FIRE HYDRANT 0-~ -WATER METER BOX & SERVICE D GM . GAS METER --'-0-VALVE POWER POLE ANCHOR ,D, MONUMENT -x-x-x-FENCE ==== BLOCKWALL _-:a. ~ .L& ..il,f.,._ TREE SHRUBBERY ASPHALT PAVEMENT ::!:::::;::::::[ BRICKWALK I> ' :I CONC_RETE fu/////d BUILDING _ _ _ _ EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ---t.---CENTERLINE -.. -S----SEWER LINE -··•-W---·-WATER LINE ---G---GAS LINE -E --POWER LINE -ID..-TELEPHONE LINE -CATV-CABLEVISION LINE _ SP--SPRINKLER SYSTEM b'. STREET LIGHT SIGN SPRINKLER PAVEMENT RECONSTRUCTION UNIVERSITY ~ RD. ~ "' .,c ~ ,c; ,\1;> ITY ~ , STORAG '" YARD :5 RESER t::i ,. Q. ~ ® & CITY OF IRVINE EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEA.CH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION UNDERGROUND SERVICE ALERT DAY (800) 624-8153 (800) 611-1911 611 (949) 644-3011 (714) 962-2411 (714) 542-6222 {800) 422-4133 NIGHT (800) 624-8153 (800) 611-1911 611 (949) 644-3717 (800) 422-4133 PUBLIC WORKS DEPARTMENT SAN JOAQUIN HILLS ROAD REHABILITATION FROM JAMBOREE ROAD TO MACARTI-IUR BOULEVARD (STPLMA-5151-( 008)) ANO FROM MACARTI-IUR BOULEVARD TO MARGUERITE A VENUE (STPLMA-5151-(009 )) APPROVED: C-3170 Dl~ECTOR OF PUBLIC WORKS· R.C.E. 16791 CENTER FASHION ISLAND LOCATION MAP NOT TO SCALE DATE: APB.It. 22,. @9 GENERAL NOTES 1. ALL WORK DETAILED ON 11-lESE PLANS TO 8£ PERFORMED UNDER CONTRACT, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDAR_D SPECIAL PROVISIONS, OR IN 1HIS CONTRACT'S SPECIAL PROVISIONS, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION', 1997 EDITION, AND ALL ·SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. 11-lE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIQD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. THE P.C.C. SIDEWALK AND CURB AND GUTTER WORK LIMITS SHOWN ARE APPROXIMA TIE. CD @ ® 0 0 ® © 0 © © @ @ @ @ @ @ @ THE EXACT LIMITS WILL BE MARKED BY THE ENGINEER PRIOR TO THE START OF WORK. CONSTRUCTION NOTES VARIABLE THICKNESS COLD MILL EXISTING A.C. PAVEMENT PER DETAIL SHOl\tl ON SHEET 11. COLD MILL TOP 2• OF EXISTING A.C. PAVEl.!ENT PER DETAIL SHOWN ON SHEET 11. INSTALL PAVEMENT RE-INFORCING FABRIC. CONSTRUCT MINIMUM 2-INCH THICK A.C. COURSE ON TOP OF PAVEMENT RE-IN FORCING FABRIC, WITH 3/8" UP AT EDGE OF GUTTER PER DETAIL SHOWN ON SHEET 11. REMOVE AND DISPOSE OF THE TOP 8 1/2" OF EXISTING A.C. PAVEMENT. CONSTRUCT MINIMUM 8 1/2" THICK A.C. PAVEMENT SECTION. COMPACT EXISTING BASE AND/OR SUBGRADE TO AT LEAST 95% RaATIVE COMPACTION. SAWCUT/REMOVE/DISPOSE OF EXISTING AND CONSTRUCT TYPE-A P.C.C. CURB AND GUTTER WITH 8-INCH CURB FACE PER APPLICABLE PORTIONS OF CNS STD-182-L AND AS MARKED IN THE FIELD. CONSTRUCT MINIMUM 1-FOOT WIDE AND 8 1/2" FULL-DEPTH A.C. PATCHBACK ALONG EDGE OF NEW GUffiR. SAWCUT /REMOVE/DISPOSE OF EXISTING AND CONSTRUCT 4-INCH THICK P .C.C. SIDEWALK PER APPLICABLE PORTIONS OF CNB STD-180-L AND AS MARKED IN THE FIQD. ADJUST EXISTING UTILITY MANHOLES. VAL VE FRAMES, AND COVERS TO FINISHED GRADE. INSTALL FIRE HYDRANT MARKERS PE]l CNB SID-902-L REMOVE AND DISPOSE OF TOP 12 lNCH OF A.C. PAVEMENT, BASE, AND SUBGRAOE MA1ERIAL CONSTRUCT MINIMUM 12-INCH lHICK FULL DEPTH A.C. PAVEMENT WITH 3/8" LIP AT EDGE OF GUTTER PER DETAIL SHOWN ON SHEET 11. REMOVE AND DISPOSE OF EXISTING A.C. OVERLAY ON TOP OF 1HE BURIED MEDIAN CURB AND GUTTER. CLEAN EXPOSED CURB AND GUTTER SURFACES OF RESIDUAL PAVEMENT MATERIALS. I @ @ @ INSTALL PROJECT INFORMATION SIGN. i ' ' SAWCUT, REMOVE, AND DISPOSE OF EXISTING AND CONSTRUCT VARIABLE CURB FACE P.C.C. CURB AND GUTll:R PER DETAIL SHOYff,I ON SHEET 11. JJ I 1--------..;.....-----------~------"'"F'"'l!I-,, i CORE LOG jl':I j NUMBER AC THICKNESS AB 1HICKNESS SUBGRAOE MOISTURE CONTENT -1-1-1-_,2""0'--+--7'--"-3'-;-4'-;;-•-+--'1_1'-';-.!;4•,--+----1,._,,1.":1%"'---.,--------.,---+:--lfl I i 1-21 7 3 4" 4 1 4• 12.6% , l-"1-~2'-§2-l----::-'-:7"-;c-;:---+----"-8-::1'-:2'-,",---t-----,--!1:::5.-"::9%:':------------:--+:-_ 1&_'.,, 1 ·1 1-23 71·4• 434• ·15.5% 1-24 17" a· 11.9% 1--1--'2"'5 ___ 5'-"--,---+---8_" --.,.--c--t-----1_4._7% _____ .,-------,-·'i!! ,, 1-26 5 3 B" 14 5 a• 14.8% l' 1-27 4 1 4 8" 16.1% 1-28 5 1 4• 11 3 4• 12.9% 1-34 .5" 11· 11.5% 1-35 5• 11 1 4• 17.5% I • !i • 1-36 6" 9 1 4" 16.9% • ,; 1-37 5 1 2· 10 1 2· 18.2% 1-38 6 3/4' 9 3/4" 17.5% -WATER LEACHING AT SOU1H SIDE OF HOLE 1-39 a" r 14.3% •• ~ ~ 1-40 8" 4" 12.8% -WATER LEACHING AT NORTH SIDE OF HOLE • 1-41 7 3/4" 4 1/4 NO SAMPLE TAKEN -OBSTRUCTION AT 18" ·: 1-42 8 1 4• 2 3 4" 10.6% 1-43 7 1 2• NONE 13.1% REFERENCE: DEFLECTION ANALYSIS OF SAN JOAQUIN HILLS ROAD FEBRUARY 1998 a n rn 0 0 " ~ 0 ~ ~ 0 ~ ~ ~ ,. l1 0 -~ ~ ~ . 0 ,, i rn § ,. n -~ Ji •• ,::: ~ p --C' u § ::o-.-'.Xl ~::;~ .. A-PP-R-□V-A-L-RE-C-□M-M-EN_D_EO ____ TA-P-PR_O_VA_L_R-EC_OM_M_E_ND-ED----~AP'.":'P:-RO~VAl""L'"":R:'!'EC:-:O'.":'MM:-::E:-:ND:-:E:-D---..,..A-:PP:-R:-:0'.":'VAl""L-:::R:-EC:-:0:-::MM-:::E:-::ND:-=ED:------,,D-ES-IG-NE_D __ ;:D-::-RA'.".'.Wl""N-..... ..,,. ! ; I GENERAL SER\'ICES DIRECTOR DATE UTILITIES SERVICES MANAGER R.C.E. NO. 25333 r1 r • tU,Jv1~£:d'l-,~--- TRANS. & DEV. SERVIOES MANAGER R.C.E. NO. 2204-5 YociGN ENGINEER R.C.E. NO. 19111 FT MGRACIA CHECKED DA TE LD 2 FEB 1999 R-5727-S SHT.1 OF 11 e rlJORTHERL Y CURB NORTHERLY MEDIAN CURB SOUTHERLY MEDIAN CURB SOUTHERLY CLJRB 125 120 115 125 120 115 125 120 115 125 , 120 115 10 i ' L ' I' g i I Ii ii x w z 0 ~ a.. c? ...J l,_J m '° m en st ~ ----.._ __ _ a.. G' ..., ,,., c..:i r-. o::J f'-- 1.0 I..() 11 c.~ilfi' w4- N o N,;, •h ,-. ,-. <.'.> GW uJ ti) ,n " ,..._ cri m l(J) Siu_ .,.... :q, 00 u r< OCl -- C? t;]w 0 c, N N oi m -~ ,_. ~ Q,,. u -..., w r----•,j- "' "' " " -...., ,. - o.._S' ..., w ~~ DO co -- 12 c.. 'G' _, w "' ,.., N r,J a; a, --. ~, Q " :J h.! 1n c-,J -· 0 0 N ~ - oifl w C. I' '-0 -•I NN ..-,:::_,, a.. 'c:>' :::, w V C• ,._ - -N N - ' -· 1--·· - u_ 0 ..., w NS NN ~ (~ oifl W LL 0 CD 00 0 N "' N ,~ 8 If t.O rr; "' co ~~ ·--- 13 D.... ·.:-::: =i ~, 0 ,. N -,.-; n Ni:-. - 0 ,(/'), WLL a,,.... ., "'~· NN -- [L!n- ......1 Id "' n "'"' --i -;:)" $::11 ~ t· - C) u, w ,_ N c::; 0 "' ui lf) N C'J 1-:::, 0 VJ"' l.d lL 8 f::-1 U1 t{"> N c,1 ,, ~ 0.. -:;, :1 1,J r:() ~\ u') ,:") t{) Ii N c·J (.;, (_'"l LU I_ lO 1·--N "-, 0 l.(J 0,/ ("•l ,,_ ,-- . (_') ,.), l,_J /., lf) .,. N I'-, (0 ~' N C·l - ., a.._ C) l.d l'-,0 00 CO 0 '.D N C-l '"' (~ l~- W ''·' r::; r·- 1.n r--. r-..: ,: ,j s::.i ---· CJ er: t,.J Ll-.. C, (')'_1 I.J"'.:, f· I'-, f•- !'·• '' 14 PROFILE SCALE HORIZ: 1 "::::40' VERT. 1" = 10' ~-a.. i.._'} 'w "' 0 0:, 00 ;;:; ;:;s - "' en l,.J LL 0 C-0 "' " NN I"')~ -· -0. 0 _J w no ~"' ;.;::; 1--i .---~-' 15 ~ [l_ (._') - ...J Ld e,O 00 CO ·0 l!'l "' 8 ~: 0 <O "' ,_ ,.....: r....: ,-; f', ~ @ ii' 0"' ,n ,.... ,..._ "' I'<") 1;2 - u. 0 J Id n o "' "' <D CD ,.., "' 16 ! ' C\. C, :J t..i.J t'0 c::; co [X~ ::;;j= "'' -- ~ Lf:· w ;L:. a]w lf"l ,r--- N ·0,: " " -- -C) u; W LL 0 o;1 "' ~ N N ..,. •· 17 0.. l_'.) CJ w "'0 ro CD ~~ 0. 0 ....I !J.I "' 0 "' OJ <O CD ..,. ..,. - 18 lfJ 1J' (!.I r.n W CL n o:-J 1h U) C'-1 CJ ,.o (t) o.., ( ') -1/ ~I :;ii'~ l.f}L H • I 19 l._') <.I• L:..! L<-.. 0 co 0 C'-l If) ,:> If) l.{) f<JO N') ,,; "Sf-""t u, '--'' lt-/----------------------------------------1-(iY 2 x 3 x1ox11 x12 1, 14X17~r----------------------------------------------71'' / l I I j GRAD[ SAWCU T & JOIN SAN SCALE 1"=40' JOAQUIN HILLS ROAD REF: Tli 6015 DATF 155 160 155 160 155 160 155 160 NORTHERLY CURB NORTHERLY MEDIAN CURB SOUTHERLY MEDIAN CURB SOUTHERLY CURB C-3170 SAN JOAQUIN HILLS ROAD STREET REHABILITATION \t {.,-, z L ~ OJ '±l -7 .0 ~ ~ z G) z C s a:/ ITI J:I 160 NORTHERLY CURB 155 N'L Y AND S'L Y MEDIAN CURB 150 160 155 150 160 SOUTHERLY CURB ·155 150 'c'J' a. "' :J 0 l-0 Ql <O ~ ~~ 20 CONSTRUCTION NOTES (i) VARIABLE THICKNESS COLO MILL EXISTING A.C. PAVEMENT PER DETAIL SHOWN ON SHEET 11. 0 INSTALL PAVEMENT R[-INFORCING F~BRIC. I -CJ a_ w ...J CJ n ro 00 • ~-· (0 <o r -~- 21 'JI CONSffiUCl MINIMUM 2-INCH THICK A.C. COURSE ON TOP OF PAVEMENT RF-INFORCING FABRIC. \.:!..f WITH 3/8" UP AT EDGE OF GIITTER PER DEfAIL SHOWN ON SHEET 11. 0 REMOVE ANI) DISPOSE OF THE TOP 8 1/2'' OF EXISTING A.C. PAVEMENT. @ CONSTRUCT MINIMUM 8 1 /2" IHICK A.G. PAVEMENT SECTION. © COMPACT EXISTING BASE ANO/OR SUBGRADE TO AT LEAST 95% RELAllVE COMPACTION. I - ---... 22 23 24 PROFILE SCALE HORIZ: 1"=40' VERT. 1" = 10' 25 0 0 + :n SAN JOAQUIN HILLS ROAD INSTALL NEW PAVEMENT TRAFFlC DETECTOR LOOPS PER CNB PLAN NO. T-5507•-S, SHEET NO. 'r. INSTALL PAVEMENT TRAFFIC STRIPING. MARKINGS, ANO MARKERS PER CNB PLAN NO. 1-5/E? S. PROTECT EXISTING SURVEY MONUMENTS IN PLACE. ADJUST EXISTING UTILITY MANHOLES. VALVE FRAMES, AND COVERS TO FINISHED GR.~DE INSTALL FIRE HYDRANT MARKERS PER CNB STD-902-L. REMO\,£ AND DISPOSE OF EXISHNG A.C. OVERLAY ON TOP OF THE BURl[I) MEOIAN CURB AND GUTTER. CLEAN EXPOSED CURB AND GUTTER SURFACES OF RESIDUAL PAI/EMEN r V/r 'IYlnS I u, P.' " c. 0 a co <O <O ;jj co ~ 26 190 190 190 BIG CANYON DRIVE ( PRIVATE ROAD ) SANTA CRUZ DRIVE ------- 27 Rff: TR 6015 ~ u, C, Ll. \_._J CO O I'-~ 1--,.._ 0, m ,... ,_, 28 v, (.') I_, W l)J ~ ~--1 N 8 Q -~ N ~· i -- 29 fl• t,4G /iii\ ~ ~l!Z 14 .. ~~-----+-----------------+--\ '" a.. t"7"J :J 0 <') OJ OJ "' "' 0 0 co N ~- 30 / 210 205 NORTHERLY CURB 200 210 205 N'L Y AND S'L Y MEDIAN CURB 200 210 205 SOUTHERLY CURB 200 SCALE 1 ":::40' C-3170 APPRO~~-SAN JOAQUIN HILLS ROAD DA l[ BY c(f[t;;r.~ STREET REHABILITATION __ _ .. -~--~--,_------=~~"1_"f-· ;;;·· --~~;;;;;;;;;,·-;;;;~'k-~~A:;:,,;:;;;;·;;;;· .. ...., __ F_R_o_M_s_T "_' _1_9_+_s_o _T_o_sT_A_3_o_+_s_o __ -l l:f"{;l11 '' DPAW•·1 c1·ry or-NEWPORT BEACH R-5..,127-s !-l MGC::·,'DA FUGLIC WORKS 1)1:.PAR fMENT SHEET 3 or 11 C'A E ~D 2tl JAM I ~t-Hc I I z C $ tP 93 0 I z Q z C ~ fl; Il 0 JJ ! Ci} z C ~ m JJ D ::n ~ z Gl -0 @G808 lo -(n U) z -► Vi O .:E -t ,.,, n )> :!' C I= ~-; -0 A';, )> -.,f'T'l < ,.,, ,:: r,-:, ::ac ~ ,,.;,;:, "' """' -! "00 r--t -Ul ;.o (") u > >o .,, co tf) ""!". r-r,i -· ,.,, n o v, '"0-r, ;a £rri -c,j X "J!. ov:i :Z Z::::i "' "'z ~ OC ;c' -,)> > ;o Oz A zO Z OJo o t . .no !') i;:J65 > I -t z -~ o '°o ~ ?·-' > ,,.. ~ ::,._!_ ro Zz ~ 0(") "' )> :c "D V)-•"j ,.,, :c ::i, s:::o -)>;,,c ' .• "' Z O'S-,, (D ,.,, • "Q 00 r--0 > z· z z :i:' 9 r"1 -t :::, 1P u, 0 ;,; N I U) 0 ~ 5 -t "" ;:,; v~ ~ z 0 OJ )> i<1 > z 0 ~ U) C: CD 0 "' > 0 ,.,., cl )> -t f;; > U'> -, "' u, "' "' p )> =:! ,:,;; 0 ~ 'O > 0 =:! 0 z 0 0 z U) .-; "' C 0 -t ,:: 2 ~ a:: 0, ;:;, ' :i:' R > 0 7:, l> ,:,;; ~ -t U) ,.,, n cj ~ ;o ~ i !z 0 CJ ~ 8 ,.,, ~ :i:' ,.,, ~ en -'--N ~ ,.,, ;:,; 01 =:! :z C) > 0 -0 l> ;,;; "' 17 :z ,.., z (J) i--1 ,;o IC 0 --1 -0 z z 0 --1 m (J? @®@@ "'"' c:12 ;;lo ?J~ n ► rz ,;;o zo ,.,,05 x" -08 55,.,, "'o o.,, '"',.,, Cx ,:,- "" V, =! >Z zc, o,. G)' C: ·" ;;jo "';;:; u,F' CJ> ;o-< .,, >0 oz ,.,, (/) cl s;;" "'~ ,.,, . \/1 :i' g,.,, >en re ,:,,2 ►'1 ,:,;;o ,:: ,:: nw> ~Q > ,:: z ► n ~~ ► m r > "'z 0 z U1 ~ r ::J ~ :c 6 ii' z -, "' :,,. "' "' ,;a U) ,, ,;a ~ CD U1 ? "' ~ r > C, e u, _, C =! c:: ::;l "' l> z ~ % "" ;;i f ,.,, :;n ► z 0 i V, ci :r, ;;; (/1 :c g 0 ;u )> 0 f'1 " ;o 0 rii 0 -, C7 X ui §E 0 Ul C ;,:, < "" -< ~ C "' m z ;;:J z i; ,:-, "' (J) ...--..)> uz ::0 -U) <-)> :;;:: -I fTI fTl O ::0 Oo ;t,-::u CJ< ..._., rri z U) )> z c..... 0 )> (J) (') :t> ~ __.-:& -~ 0 C -z :r: r r U) II .i,. 0 ~,,~ REG1s1: ~ ""-~;,, P,,, 'o r;::y> ~ . -6b ,-(l \ jt,/1 .;j ~ ~ 't, '@,,, 10I ·O ~~Q~l .l"tjr2 ~ ~ -M) In!< 1 (.rl .~ ~ I ► >·~ W:::iJ . ._¾ Ir-' \C-O::D /'-:/ 1?!) ,I':?,\ I~ _ ,;:;,__~ ,, C.\ o,-0.,-\ 1'" -,C{,/j ~'-.. >Jt:{7 .•, ·-,r;i.o -;,, • -~.:----~ ""'i::::""llill i ;; I '" !~ ' I ---+-'----t----J··-- 1 ~: i "' n, :S c, u m '" Q ~ Zi ::::! {_') i ~ G • , • I ;" I • -' ~ • : .....i . ~i ';I \2 --I '.> ;' ~ ~n ~' ~ --I o ~ o,'C < ~, ~ C: c-'-__J . -, "'. ~n ---, -?: '=' ,-. ;;;;.,;-<i ~~"t ~I -:'6, ._;,z r.lf""'1 ;_,. ~ -Q ~ v, ' .:; ' ·.D.::: " z -rr, ,_ _,--.:-< 1> ,,.. -• "T: z 0 _, -' :Tl 3 ,Q ,_,:;; > 0 7J - C -t -< CD ' 0 ~ 2s z ?:J fT1 G~ oO f7'1 ::0 7') -t }> ;;o CD ;:irr, ri ► zo ·--i :I: 'c£ I ::u 5 I .;... (J1,, -...J. N ss If __,_ -(/) (f) (f) ► ::; --l z A, -.-, t:::) /V :;;::f"llc_ (__/J fT10 ; --l )> 0, :;i::iO ~ fT1 C sz::cz : )> o rn :r: 01 rr ·~ -r )> --l (f) :t )> t ::::! :;i::J rn 00 ---! z )> 0 "' 0 -:..:, 0 I w ...,_ ---.I 0 \:~-~-__ ,_,_ '"-~--1 r-·y ' ,_.,.,.,/' _,J t'' , .. -·-·/ t.~_,,,... ,·"\ ✓-·----•• {//"/\\ "t.,"\...//r;J '"'~----_,,,/ \_.,.,,,,. :::0 0 )> 0 __ , --· -· -~ ~--; \ f .,-··t \ __ .~ ) \ \_..., ./·' ... ~/ ·~·--~- .---' I' ,...,.~-_..,..\ C ' -j t \,_ ---__,..~- '<;.' ·•"·- "'-...-.----~ --.--~ r· r··· __ , r.~-~~:-:---" N ).,"f:! :::FfJf:f:J-:ld CiJ'.r'l::lOdl::!00-•JlQI~ ;,;';I ;:;1 :JNfMl;ltlO "' SEE SHEET 3 30+50 MATCHLINE .. •'; I , : I \ I " I-'-·+,~'--I I I ' I l ' I I I I ;t~:: .\: I.SI ,91-: 1 ·,fy .·' ~, . , . rn . ' : "': I f : l . ,, I I I I i I I I < r I I ' I I ' I ' ' ' " ' ' ! ' ,, I I ,, i ., I -, .1 .1 < "" ·I • !q I "' : •1 • I . l//: :,-• , : ' .( Tf~\~ - I 9~ I )c-\_z ·1 I . ! I ' ' I I ' I I Ji"" ¢ ' ' I / I I v r f I I • 1 ', 'E-I f ' I • i \ ! L"' \ .......... L. I " 1°1,,. I-, I ft j. I J I • -~ I ' '·.·.·· ,': 1~·.· • ~-.I <ii<! •. , •. -.· .. f: __ ,j. . -,iflli.-': I_-, " . ~ • r ! ., ·. , , . I 1Q ,,· r . : '· 'I. J .... •·.··· .. f·· • .•.• : --} <. r ; L' I ,, 1-r-.. -~. -~ -: I f -•' ,,. -. + '<·. -~ • ?'-I j ! I I . _; __ ·. :,· · .. ( . ·: ·-, ! : , ! I .·, .<,:,<]::(•+; 1•.:2 I ' . . ,: --+-. -134}_§__.2:~1 c:i;:,~G:..J . , 1 t . . ' ' '.. .. I • ·!-' I / '. ,-: -.;-:_·_, ._· : :.,_:_:-.).t;:\ -~t " "· c.· -~ I -l·• ,'•t:lt;;·,.:l:•;1.\:, _...... l; j' •::X:<,.:.f', i.ri : ' , ,,, : . trti ,::Ii: , : 1:: I', "'' '1::r:::i;:·• • 1·· ,: ," ! '-->~:;·<>i_,''-i-~.": ·. ~-' h' ; it f-: : '. ; : > l';:Ji I ,· I l: __ ::i;~ -( : r: · ~ ~: >J·::1-_: / (·i :. I_' _i..tri:_~ J .·<1. i· _~;.,.~. I .-I I """ _-p_-r __ ,..,,, _., __ .--J I : -.. r:--; ·:;· -· >·1".? I . , ' ' .• 1 ~-,:'., . ' :IB. 1 • Ii: -, ..... ,.; t ; /:;:: ::~17, 0,,, il ... · f./. I ' k. _,_ . K ' • " • ' II; f / : f < : ; : , : :• II i~ , , . 'f ·1: ;:;©cl' , v 1, . _;. ·t:. , l r --_.-• • ·_. 1 I ' +-0< J '.; f _.. :: ' . • ' ·iR·J l_J'.-'.-: •• ··ff : ~ :~;t :r<::'.·::,:·! •• I' I ' • L • 1 "ts.:)' I r i ' I i · f .;.., ; : t ~ : : > 1 < , • --r-,----7 ~-1 ;1, r ~-• · ~-~t--·. I I ( L@ ! ' ·7- 1 I I ' I l I f- , I I .L , I i . ! I • I J .,· f-ll' i i ·.·· < I • ' I' • ' I,-; ',i'$_ . r I: I I . . I •1 ·., , '.' I < I : I · , f ~ * ' I ' j,:; 11 I: f . e-l . I r· .,. I ' ,. : .,. I L * F ' I• y.: i ' 1: I • I I • , I , .. r, i ' : I i f • 1 ,. I I , I ' I • ' • . ' I • ' f ' ' ' . •, I ; ; (. Ix· . •. •.· ' , .. i -· .. -: , ~ (.. , • I I , , ..... • •• JI 1' ;-,_~ :, t l ' ' ~ . :.-~ ::_.-;--• ,(. ·-: I •. ·; _.:· I , . -.; f · ' ' i-11 ~-:~;tJ ;:~~ I "+ .,;. . ' ' .. ! . :l j -:.):> ·• ,>·L_ ··[· :i•• 1- 1L. f- , L I , 'f: ~u , ~--"· --~ ' t' I I I I I _, l' ' t' J-: <.!_ ,. : : :/.:·.·: f-L . i I , ": •: • • •• ' - . '. I , , ••. ' I "' ' I ' I ' " l ~ + ~ . I ,1 t / L "'' I ,.. I ' L ~1£ _I f ·1 :-~ .;:...~f"'l '8~ -Cl) ,l),( ' . I ,, .· ! I ~ 'E-, !! 1, ,. .. l . ii •. ,,-• . ' ~· ' F- l; f , I ' I I i I -I ·, ~lk-:• ' ' ' I '. ~o j , I 0 ' I or, • ' ' ,; 'r f I ,·.t·. ;'. l b , ' ' 1'. -., ."•.. ".·· ' . . , , . I , r' -,1 .-; . , I I I• ~'$ i ·• . ' , : . . ,. l . ' I ' ' f . ~· I. i + 'E-. r :. . ' r I ;;E'. ,I if r. ,, I , I , ' . : . . I I "-, ' f I , •. L • . . : I µ:s· -44' _ 16' i_J_f/ , 4 .: • · li~ I , 1 ·1 <i-I , ' , • de• I , J -, -I . I --~ • ' I I ! -I . ~ I : --r,·.,. I I I I I I ~ I e u - :r ' ii' ,, . me: . _ _:.., I ~ I ffl • ... 1 .. I . ,' I J ' '-" ,, 11$) -, ,;, ll.·.· t.·· .. • .•.. : + I ' ' I ' I ' ' f ! , I l , I !' I ~ ~ ~ I t:s -I ,. L : ?. I i Ir :1!' Ji fl. I ' ~. I 41 +56 .. 71 B,C. MATCHUNE SEE SHEET 5 I lilt ll·t j-'. · .. :If? l~ il 'i.;:., I I I '",- ~f;iO'c'.IJBW0'J -MJ B:3'.·:ll::l03~J /)'-, ' (c.) Q ';-: °' >-< ~ &: \ lilNtlOd:l'"°~ 'C:Nf.A'al ~ NOU.n.iOdUrO 01'.JH i'-fvlci C. 'l tl38V~nN E'JNl,N/\'v'tlO I ll )4 N -" 0 (/) 0 ~ I m ;;o ':;: () C ;;o CD N _... a, N N 0 I\) ..... 0 :i::z mr 0-< ►► zz OCI c0. ;;or-co·< N ...... 0, N N 0 N -" 0 z 0 ;;o -I :r m :x' r -< () C ;;c; CP N _... (J1 209.JO UP 7 , o Q IP (209.27 £G) (2f0.25 FS_) (2C~➔.27 EG) ,._ 210.47 LIP (210.44 EG) 211.14 EG 1 7-~4~ ·F·-~y '.~ 1 • L -', 208.08 LIP (208.:)5 £G) W 211.59 LIP 212.26 EG 211.59 UP -' (0 1·: i=o,.. .:-r;\ (2P "-4 ::-c::) '2'.1 56 f".-;) ~ ,._} C, ,•,-' --'-' , -\ , ' -~, 212.6.5 UP ;')J') 5··· :-c~ ,.-~.)L~-) 21.3.66 LJP ('2' J.G3 EGj 214. 59 LIP (214.56 EG) _21J,32_ffi__~ (2L3.6D FS_) 214.33_..IJl (?~4 61 rs;. 215.28 EG (215.56 Fs) 212.71 UP ('.212.68 F.:G) 21.J.66 LIP -:2:3.63 ::c;, .. 214.59 __ UP (2\L,56 EG) W 215,52 UP 216, 19 G 215.52 UP t-,..:i (215.49 EC) (216.47 FS) (215.49 E-::~) 2HhJ7_Lle (,16~34 E~) 21:7._1_7 LIP (217.14 EG) 217.90 u~ (21757 EG) 217.04 EG (217.32 F'S) __ 2'17.84 EG __ (213.12 F$_} ~18.57 FS (2'8 35 FS) 216.37 UP (216,34 EG) 217.17 UP (217.14 EG) 217.90 UP (21856 E;3) W 218.59 UP 219.20 FS 218.59 LIP W (218.56 EG) (219.54 FS) (21R.56 .EG) 219,21 UP (219.18 EG) I 219,1lQ.JJP (21'§:77 EG) <.£0,:).-l_ LIP (220.30 EG) 219.89 FS (220.1!7 FS} 220.~7 EG (220.75 FS) 221!00 EG (221.28 FS) ~21 'LIP (219 -18 Ee: 219.80 UP (219.TJ €G) 220.33 UP -(220.Jj) EG) N N 0 ' I <,., I 220.80 UP 221.47 EG 220.80 UP I ..t:,. (220.7? EG) (22}-75 FS): (220.77 EG) 22L22 !,JP (221.'9 EG) 221.59 UP: ~,201 C ;-;cG~) -\. L ._,0 C. 221.90 UP '·,01--Scc-E • ) (_ .. ,_ -I .1.o 221.89 EG (222.17 FS;: 222.26 EC-722254 FS)- 222,gJ. EG (222.AS FS) tr: I i~~: 1 i4 L~) t (~~ ~1 f~! -u < I ;o m O o ;o ;:u 71 -; -- Z£2.)~LWP ___ _!l ,)~2.34 [(;_) 222.52 UP ('.:.:22.49 EC) 222.61 UP -(i:12.58 EG) _223.04 K. CLtY:'. i:-S; 223.19 EG (223.47 ('."S) 221,28_~9 ' '7223 56 eo) 221'.22 LIP (221.19 EG) · 221.59 UP' (22t56 EG) Zl1Jl0...h!P. (22'.87 E~) 222.17 LIP -:222.14 ::.G) 222.j~~ UP <222.3 EG) 222.52 LIP (?22.49 Fa:";) 222.61 LIP (22258 EG) w m ' • m 222.66 UP 223.33 EG 2 71 IP . N r 1 . ~ -! Cf) • (222.63 EG) (223.61 FS) (222.68 EG) II 1i () , _,_ J;,, > O or --m 2Z!,§_5_11P \222 62 EG) 2c22.99_UP (222.56 EG) _22247 J.JP (222.L4 EG) 223.32.J:G (223.60 rs) 223.2.6 EG (223.54 :-s) 223,14 EG (223.42 FS) W 222.30 UP '222.97 EG '-.I (22:i.27 CG) (223.25 <S) 222.08 LIP (222.05 EG) 222.75 EG (22.3.0J ~s;: 222.6.5 UP (222.62 ::G) _ 222.59 UP t {222.56 EG) 222.47 UP (222.4-4 [G) 222.30 UP (222 27 EG) 222.08 ]JP [22:2.os EG) W 221.33 LIP 222.00 EG 221.33 LIP' 0:, (22U!l EG) (222 28 CS) (2~1 .. 30 EG) W 220.;33 UP 221.00 EG 220.33 UP ,:o (220.30 :G) I (221.28 FS) (220.30 EG) .- 8 " g N ~ .i,. 219.33 UP 220.00 EG 219.33 UP 0 • 1,1· 'O cc.• j ,-,.,r-, -,° F'·-·, ,,·,1° ·o ;:-r-·1 c. ~• I "'~:._u.__u •• / ,,~ "'-~~' •-•• ::1: 1---218.3} UP I ----. 21900 '". __ L ,21833 LIP,_..,____ --------------··--(218.3-J EC} (2El W fS_I ! ,2 S.20 EG) --~" "'"-~·,"'" '.;;~-.;, 21_8,0S UP ·'.2H:-.J6 EG) 217.88 UP (?17,!35 :G) l'v _,_ Ul ~f-'•.~·'-- N N 0 (f) 0 C -j I m ;o r--< 0 C: ;;o Ol ~ 01 218.76 EG 'Z'O ,·1a -~-,., \ ~ .\. ,. ' -. } 218.55 EG (.213.SJ FS) N __,_ ,:;, ,-~,--·,S; ,:; "1~·-,; ,~, 8i:iSiO t1391,',jnil/ Afl' DJO':J'J:lc:l N N 0 s:z mr= CJ-< ►► zz 00 c02 ;;or OJ-< -;;-!N1:!r1,JJTo'J' '31</!N:ii • NOUv'ttOciUDJ [flOf-' ~J'"ifd t ·_LrJS N N a, 218.09 UP ,-,,lQ ''fi E'.) ', :;__ .,. ,_, ~, _11_7.88..J.IP __ (217.35 EG) N _... (l1 N _,_ 0 z 0 ;o -j I m ::0 r--< 0 C ;;o CD N -'-a, Hif,;w ~?Ev'il \ilNi:::10::J'TJ°:1 ':lNl/1~ ~ r,. S-ill.S·}S tl391/'11nN SNIM'titlO l::J381t'-JnN ! NORTHERLY CURB N'L Y AND S'L Y MEDIAN CURB SOUTHERLY CURB 220 215 220 215 220 215 I ,-·, 0 V, w I., ~ l.() f<") (!) OC) c,j N .::-;, -0 t? w cr, Nv <O co N ~- 42 -C..J V) w "- (() ~ 0 ' (() OJ N 2_1, -· (? U) l.J.JL O CD m r< ro N {"'-l 43 .-. <.:> u, IJ I IJ. NO ro r< m N5.::!,. 0Vl w "- "' -~ ro ~~ c_, if)~ w "- "' "' "" -r----: a) .-N N ..._ _ _,. 44 ~ c.., iFJ w "- 0, r-m N r-..: (XJ NN "' VJ l_;_J t.,_; 0 U) ""<l-"1.0 o::i CD <N N - 45 46 47 I 48 49 50 51 52 53 ~ I u, ~ 225 220 225 220 225 220 NORTHERLY CURB N'L Y AND S'L Y MEDIAN CURB SOUTHERLY CURB ~ I ---~----C2_)I:Q)----------• \ ~·i,:__________ , NORltlERLY SIDE ON,.,_,L,.,_Y __ .--i'l/,---- 1:J,,. '!' 1· \ \ "', ,4_ 516, '·~•·. • ', BIG CANYON DRIVE (PRIVATE R0/1.D) -----i ',~.~~ !~ ~ '' ) I I " ~ ~im.l!il ·~ .~ w • • -~ / '',\ --_:liN~~s i!&!'lf! (rf¥) coRE #1-39\ /. /' sAwcuf I . & JOIN ',..___-1..-~,'-/, -(il"Jl!& .•~ .•• • ' .. § : : , " : ' -\\ -···•··· ----·· --_ ___,,\ ___ _ f5-· ·_·.< • '-•. -.. ••~•-::" ·::,ij~/·,\\<;✓,~.-v:··<\")•i,< .:,_: ,:c.-:,~.-,\':;... •-,,,, .,-'·.: :: :\. .:: ..... >~i:;::,:,:.:.:-.-~ ~1 '>-1'!';:1; -·:·. "·:·•·· ·:··_·__ _ ......,_ -<.:(' ~~,. :._:____.· ~ .. ' ; '-'··~--y~-. •• --. ,::;_ -;_·" ( ~ : ' ' • ''. \ \/y'" \/>:\:\/.· ,/.::\/ ~ \·,'. ,-\-\ . . /',/?'/') I )'/, X. ·•:. . ., 0 \ '' -'. \"_:/ ·•:··/"+:~I >·:: ,._._ " .•.• '.'.'.. ' • ' .• \" .• ' ', • ' , • ~ •.• ,' 1,-' :1r-: :,,_ /_ ~--•• -_, • -~ -\: • • _, •·-{ • :.·:-:··_·; •--• ,---: •• ~. . •' ' . ~ -. _ ___,. "~ '--~ '" .. ·,,._"", .• •• _-~--.. -,·.'.·. -• • -"--~-'<-----c...>..,-• ,_, ·"' ~ '' ' ' ' _··., _. • ---- I-..:: ... .. -.. ·.~ ----."-zm····-· ' .... ,.,.·::/'."£X;'16"fi\t:C'SSP.'///."·•····· -..... (·.:,_-···'in •• •••• .. •.•• .. • 'j(' -•···. •• ·:_·~--.-.'.;:J~.',".'/,._~·, •• ...:.......0---.o--• ·-J/ ~ .:. -.,J/ -•l/ --·-L ~': --.. -.~-··.-'---.·.'.: __ ,J.,-,v"' -.J-· ·v -.v' •k 0 EX.-30"RCP + EXI_S_11_1--IG _ _,__,, •v _,___,i,' 106<-,,-'. 0 _, ' ,., ... ·-·.---.•• •• ... ·.·:. • •• ' ·.·--· ·_a·:,. t. ~ ___.,_, ..c,,-UJlf5 . =--'--''--. '-l• MlDIAN ~...._ + '1• ••• • '',-•· Qt·-·.--.c::_·;•,·, ~. ___ _ ' > . . -• _,_ . .-a.I- . I -._._ .. ,_-' ... ' S/l.WC T & JOIN SAN JOAQUIN HILLS ROAD CONSTRUCTION NOTES 0) 0 G) G) ® © 0 VARIABLE THICKNESS COLO MILL EXISTING AC. PIIVEMcNT PER DETAIL SHOWN ON SHffT 11. INSTALL PAVEMENI RE-INFORCING FABRIC. CONSIRUCT MINIMUM 2-INCH THICK A.C. COURSE ON TOP OF PAVEMENT RE-INFORCING FABRIC. l'v1TH 3/8" UP AT EDGE OF GU 11ER. REMOVE AND DISPOSE OF THE TOP 8 1/2" OF EXISTING A.C. PAVEMENT. CONSTRUGl MINIMUM 8 1/2" THICK AC. PAVEMENT SECTION. COMPACT EXISTING BASE AND/OR SUBGRAO[ TO AT LEAST 95% RELATIVE COMPACTION, SAWC\JT/REMOVE/DISPOSE Of EXISTING AND CONSIRUCI TYPE-A P.C.C. CUR8 AND GUTTER 111TH 8-INCH CURB FACE PER APPLICABLE PORTION OF CNB STD-182-L AND AS MARl(ED IN THE nELD. CONSIRUCT MINIMUM 1-FOOT WIDE fl.ND 8-INCH THICK FULL-DEPTH A.C. PATCHBACK ALONG EDGE OF NEW GUTTER. SAWCUT/REMOVE/DISPOSE OF EXISTING ANO CONSTRUCT 4-INCH THICK P.C.C. SIDEWALK PER APPLICABlf PORTIONS OF CNB STD-180-L AND AS MARKED IN lHE FIELD. INSTALL NEW PAVEMENT TRAFFIC DETECTOR LOOPS PER CNB PLAN NO. T-5507-S, SHEET NO. I. INSTALL PAVEMENT l'RAFFIC STRIPING, MARKINGS, AND MARKERS PER CNB PLAN NO. T-5762-S. PROTECT EXISTING SURVEY MONUMENTS IN PLACE. ADJUSI EXISTING MANHOLES, VALVE FRAMES, AND COVERS TO FINISHED GRADE. INSTALL FIRE H YORANT MARKERS PER CNB STD-902-L. REMOVE AND DISPOSE OF EXISTING A.C. OVERLAY ON TOP OF THE BURIED MEDIAN CURB AND GUFCR CLEAN EXPOSED CURB ANO GUTTER SURFACES OF RESIDUAL PAVEMENT MAlERIALS. Rcr: m 601s SCALE 1 "=40' I CY r DE'."XRIF' !'UN z Q ---~ --~ --- ~ (fl I ;(, ' f1 I C-3170 SAN JOAQUIN HILLS ROAD STREET REHABILITATION FROM STA 41+56.71 TO STA 53+00 M(l;l•,(IA CITY OF NEWPORT BEACH R-5727-S --·~~----"-------------------------------------------------------------------------~-·----------------------------------....JL...---------"-'v_"_'')-11_' ________ .L1_,1_·c_"'_[•_JL,\I.DJ...o,_,.1.i.c2f,~'.;!;""~N~l'll::)Sll/,L...:,.P~U,:;;B:,:;L::,:IC;;_;Vl~' O : : : ; : _ : R , : : K ; ; ; : S : . . : : ; D , : ; ; E , : _ f ) : : . 4 : ; . R : . : T ~ M ~ E : , : N ; : , T , : _ , ..Ls'.: 1 E.:,E 1 ...,:5::,__:_ 01 ,.:'1:...1'......I z ~ CD m JJ NORTHERLY CURB N'L Y AND S'LY MEDIAN CURB SOUTHERLY CURB 235 230 225 235 230 225 235 230 225 Q: Ll -" "' ro • . __, -,. N 0,/ <'-l N-- 53 --" en w ~ "' -, (D ~ gj < '! 54 I Q.. 8~ _, .,. "' U? ,....._ " N N N NI.__,, ' 55 '-._-" I ---. . - CL co _, w 0 :;:i"' ci g ::]N (.') V) w~ oN N <q !"")~ N - 56 -Cl.. (_') _,w "' 0 "' "' NN n !'1 NN ' • 57 ,,,-coRE #1 Je 0 -i:3-wl \ ' 1, ( (PRIVATE ORIVE) CONSTRUCTION NOTES 0 VARIABLE THICKNESS COLO MILL EXISTING A.C. PAVEMENT PER DETAIi. SHO\\N SHEET 11. G) INSTALL PAVEMENT HE-INrDl!CING fABRIC. (';\ CONSTRUCT MINIMUM 2-INCH ll-tlCK A.G. COURSE ON TOP OF PAVEMENT RE-INFORCING \.:'.,/ FABRIC, wrn, 3/8" UP AT EDGE OF GUTTER. (j) SAWCUT /REMOVE/DISPOSE OF EXISTING AND CONSTRUCT TYPE -A P.c.c: CURB AND GUTTER 'MTH 8-INCH 'cUR8 FACE PER APPLICABLE PORTIONS OF CNB-182-L AND AS MARKED IN THE FIELD. lo\ CONSTRUCT MINIMUM 1--FOOT WIDE AND 8-INCH FULL-DEPTH A.G. PATCHBACK ALONG \:'..I EDGE OE NEW GUTTf:R. (~ SAWCUT/REMOVE/DISPOSE OF EXISTING AND CONSTRUCT 4-INCH THICK P.C.C. SIDEWALK \V PER APPLICABLE PORTIONS OF CNB-180-L AND AS MARKED IN TIIE FIELD. @ INSTALL NEW PA\1:M[NT fRAETlC DETECTOR LOOPS PER CNO NO. T--5683-S, SHEET NO. 125. ® INSTALL PAYEMENT TRAFFIC STRIPING, MARKINGS, AND MARKERS PER CNB PLAN NO. T-5762-S. Q] PROTECr EXISTING SURVEY MONUMENTS IN PLACE. @ ADJUST EXISTING UTILITY MANHOLES, VALVE FRAMES, ANO COVERS TO FINISHED GRADE. (0 INST.ALL FlRE HYDRANT MARKERS PEH CNB-902-L. (17) REMOVE AND DISPOSE OF EXISTING A.C. OVERLAY ON TOP OF THE BURIED MEDIAN CURB ANO GUTFER. \'c, CLEAN EXPOSED CURB AND GUTTER SURFACES OF RESIDUAL PAVEMENT MATERIALS. @ INSTALL PROJECT INFORMA110N SIGN. @ SAWCUT, REMOVE, AND DISPOSE or EXISTING AND CONSTRUCT VARIABLE CURB FACE P.c.c_ CURB AND GUl!ER PER DETAIL SHO\\N ON SHEET 11. 0.. ~· -..J ,~ I ,.-, Ll t') -~1 1.1i ,,--; r,; "i N :°_::I. ;..:i v> '>i 1.,,. 8 ·::;.i '° w ~) ,..-, 0-1 '::_; 58 PROFILE SCALE HOR!Z: 1 "=20' VERT. 1" = 4' a...& _, w "' 0 " "· t-.: r< "' "' N.2!, 59 w "' en w ~ ON 00 ['/ o.,. ~ 2:=. 60 I. no ' w --- AVOC.AOO AVENUE SCALE 1 "=40' 61 I----.__J_ ' ------ COR[ #1-24"o oo "' w tr:i ,0 .,. .,. NN 62 "' CJ 2 0 ' - OCTA NEWPORT TRANSPORTATION CENTER/ BUS DEPOT REF TR 6015 --'C -- --- ,- - I -'" lU ,. .,. "' " (",] ----~ BY DESCR,PilUM ---- Iii 'I , 250 245 240 250 245 240 250 245 240 NORTHERLY CURB N'L Y AND Sl.Y MEDIAN CURB SOUTHERLY CURB ) I I I I I \ SEE / SHEET NO. 7 '----. C-3170 SAN JOAQUIN HILLS ROAD STREET REHABILITATION FROf,1 STA 5.31 00 TO ST A 62+ 00 R-5727-S F1 I-------~-----------------------.----... ----------·· ----------_ _. ----CITY OF NEWPORT BEACH PE\''SIOH•, 'Hrr,,rn ,_ r_·,-J/,lf PUBUC WORKS O[PART~IENT SH,ET 6 o,11 L ______________________________________________________________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L _____________________ ...1, ___ ...,,,,;.:;..L.,...;";.:;5..;J;;;A,~-··J..;l.;:.99;.;9;1.. _____________ .,L ________ . __ z C ~ IJJ rn II 0 :0 ~ z (iJ z C ~ [II rn II ;,::, ' t1' ~ .rJ -...J e U} 0 JJ ! ~ z C ~ OJ m JJ 0 JJ ~ -z GJ ------------------ ~ 4. 0 :.J :J 0 cO \ 255 CL (? "".:"' L,J 265 260 EASTERLY CURB 255 EASTERLY CURB 250 245 \ MEDIAN ISLAND CURB 255 250 245 -0 '" ww NN ~I~ N N, S-1.20% S 1.08% s's 00 '° <D .; ... "'"' NN f- f'2 + c,, '°I (_') 0' wt,_, 0, °' ro rn u:5 l,() "' "' (',.l~ 0 0 + R ~-[.? (_') Wu> <O<C "'n r< t-i() lr,. "'c, 0 0 + ,::. - LL ·C) 00 o-ia-, "'en (''1 <"'--i Cl.. '· '., ~:_] ld t?!G WW ao rn o-, oL:h li1 U l C"l ''1 "'Ii" W l,l r, r._, I"'),,, de, cow c,1 C•! > CL L'.J .::::J Lt..; 260 255 270 MEDIAN ISLAND CURB cj > rn a.(!) :::;w o.. rs-(LG' ::J UJ a,-.. 0.. 0' ::J li.J -'W or---t'1 r,1 I"""; ,,:::- 1-..... h- t.,: r-, l{) in ('1 -;'..j f",-. -ct r.O •):) l() li) 01 r-1 N'0' ~IH) Q_ (.'y -W •.o ,,, lO ,r, o} G'> ti) lO (",J ('-sj "' '" 265 Ill 1.n WESTERLY CURB 1. ... J oo en "<t-~-2· d n r-..'. r-...: a.. ,3, 1'-"' NN --~ "<'f" (0 t') o,m +--sf U') 1n "' "' !ii lO a, ITT l.00 '°"' I()_ LO "' "' N co ~:rd ~!YJ ! ,_,_. ill ,_si N ,, • -· 255 WESTERLY CURB 250 245 65 CLO , Lu "' c, -~ f; *~ N N -· --a..s _, w ;;;; OJ Olm ... " N~ 66 S-1.08% 0.. 0 ::J w N c:,, 0, co oO "' "' N C',J 67 .. , QC, _,w N8 e,jN "'"' N ~ ' 68 S -1.20% PROFILE SCALE HORIZ: 1" = 40' VERT. 1" = 5' ..::1 W N o, nN ">"' '° ,o • ('.I~ cj > CD 69 "'l0 -to (D .. ei "' '°"' e< N ·- u; "' NN "' " + "' "' ·- 0 -----0 + R 70 N~ .n ,n N2, "'<C li)t.0 010..1 '.• 71 NN -~ - 0 0 + N " - 72 73 / \ -------~ . . ~r1 -------=-="-'-'-"'--=-''-"'-✓c-0R-'-E-n1---s1---'---'-.:::;;tr,, ... ----------------·-'------------4,-1 1 L ____ J 0 -l>c --H 1'3°' ~~TE~ __ MA'\I I I ' ' ---@---,,/ •• ·---' 131 I -----·--·· .-· ,\.J.. 0 71 f -·------m 68 69 J...._~ ·--1 -'--·-··· .L .........L..._ t ' •--~ __L. -~------1.. ~ ---EX!Slfffi'.';' -----* 1 0 ~ \. ----, _ ___,_____ ' --'-~ -_: -= s ~ --~-=UIAIT ~~ ·.• .• / C ••• , .... • .. ·.·> ·::" -\~,: ';:: -~ 'l1 ":/_ -------------------\,,--; -•· ,~.'--~ '=-.0~~~ '_:---_ ---~ • -_--~=~-·..,.,...:...."'·-..,'·~-.,,.:~:tc.:,,_..-"'._., __ \·-.:,--:".:_~:~~--:, .<:/;~ -: •• • :,·<;:,:::.::<:' _ .. • -·:< : ~--,\ : : • • ~--~-: .. •. : .. :~:./~ :~: · ·•.•---• .. "· :cc•--~:-~ • ix ~cl"' ,;~~1;[ .. 1~. -~;,_1•,:-• t):J. __.. ,,.!!fl . • _,. . -• . -· ·-. _, =·="•"-=,-.....,.....-,.,~.~,..,..c--c-, -~----~---=---,, ....... ,.._.._,_, ~-,, .\ _.,,_ ·::--' --= --...... .· ------~-· .. -. . ' = ' -';;, ' -' . -. . -. , ' \ , ·. . •··• -. •· -. ... ·-· . . . . . . . "' ' . . -• " ~ \ -----<C.z , <:/:'·'.' ' ' , , ' ' • , ' , --'1 ." ~-~ -.. ,-_.·_.•_:··~~--·_•_· •_·_•·_• -~-'.~~ __ L..I·_· __ --------(15~ I \ \ 7 8 I ROGERS GARDEN CONSTRUCTION NOTES @ COLD MILL TOP 2' OF EXISTING A.C. PAVEMENT PER DETAIL SHOWf< ON SHEET 11. 0 INSTALL PAVEMENT RE-INFORCING FABRIC. r;\ CONSTllUCT MINIMUM 2-INCH 1111CK A.G. COURSE ON TOP OF PAVEMENT RE·~INFORCING \::J FABRIC, wmi 3/8" LIP AT EDGE OF GUTTER PER DETAIL SHOWN ON SHEET 11. © COMPACT EXISTING BASE AND/OR SUBGRADE TO AT LEAST 95% RELATIVE COMPACTION. r;, SAWCUT/REMOVE/DISPOSE OF EXISTING AND CONSTRUCT TYPE-A P.C.C. CUl,8 ANO GUTTER \.'..) WlTH 8-INCH CURB FACE PER APPLICABLE PORTIONS OF CNG STl)--182-L AND AS MARKED IN THE FIELD. r,;, CONSTllUCT MINIMUM 1-FOOT WlDE ANO 8-INCH FULL -OEPTII A.C. PATCIIBACK ALONG \.._".) EDGE OF NEW GUTTER. rg, SAWGUT/REMOVE/OISPOSE OF EXISTING AND CONSTRUCT 4-iliCll Tl!ICI< r.c.c. SIDEWALK \.._"',.I PER APPLICABLE PORTIONS OF CNB STD-180-L AND AS MARl<EC IN 71[ F!ELO. @ INSTALL NEW PAVEMENT TRAFFIC DETECTOR LOOPS PER CNB PLA''-1 SAN JOAQUIN HILLS ROAD ® INSTALL PAVEMENT TRAFFIC STRIPING, MARKINGS, ANO MARKERS PER CNS PLAN NO. T--5762-S. @ PROTECT EXISTING SURVEY MONUMENTS IN PLACE. @ADJUST EXISllNG UTILITY MANHOLES, VALVE FRAMES, AND COVERS TO FINISHED GRADE. @ INSTALL FIRE HYDRANT MARKERS PER CNB-902--L. @ REMOVE AND DISPOSE OF TOP 12" OF A.C. PAVEMENT, BAS£, AND SUBGRADE MATERIAL Q_~ CONSTRUCT MINIMUM 12" THICK FULL DEPTH A.C. PAVEMENT Wllli 3/8" LIP AT EDGE OF GUTTER PER DETAIL SHOWN ON SHEET I 1. @ INSTALL PROJECT INFORMATION SIGN. CORE #1 25' RFF: fi-5203-S; R-5107-·S APPPOV[D o----t----j----------------- 1),4 IF I BY !)['_:.r_:Jd-''l!(Jh t,.FPl.l DESIGi~;_r o--~--~---------------- ~ DnAWN 260 SCALE 1 "=40' C-3170 SAN JOAQUIN HILLS ROAD STREET REHABILITATION 65+40 TO STA 73+50 CITY OF NEWPORT BEACH R-5727-S PUBUC WORl<S DEPARTM[~JT cHEET 7 OF11 0 JJ t z (1j z L ~ Gil m J:I 0 JJ ~ z r:, EASTERLY CURB MEDIAN ISLAND E'LYCURB WLYCURB WESTERLY CURB 270 265 260 265 260 255 265 260 255 I I 9:::. {_') _! ld "'" t--r--- 0 0 <O co NN ·-· (-.!) 3' lLl lLJ 00 ro co ~(.') w "-o O (q CQ I.!) {(1 NN 0V l,J lLl '° <.L• " ,_ ~('·) <O~ (",/~ ,o {0 f"-. ,--... N c-j <O <C N ("-I CL o· 7W ro 0 o, N C0 ~ ('./ ' "-lei ::r Li.! <O ~. '.C: (D "''" NN --- 74 0 '') W ~I {0 '.D ,..--) t~·, ,.--, V) <,0 I~ N N •/ 0 -c_-;-w w <O tO VJ r<1 "',,., "' ,o N N CONSTRUCTION NOTES @ COLD MILL TOP z~ OF EXISTING AC. PAVEMENT PER DETAIL SHOWN ON SHEET 1 l. 0 INSTALL PAVEMENT RE-INFORCING FABRIC. I.\ CONSTRUCT MINIMUM 2-INCH lHICK A.C. COURSE ON TOP OF PAVEMENT RE-INFORCING ,_v FABRIC Willi 3/8' UP AT EDGE OF GUHER. 75 0 COMPACT EXISTING BASE AND/OR SU!lGRADE ro AT LEAST 95% RELATIVE COMPACTION. 0;\ SAWCUT/REMOVE/OISPOSE OF EXISTING AND CONSTRUCT r(PE-A P.C.C. CUR8 AND GUTfE!l \!.,/ WITH 8-INCH CURB FACE PER APPLICABLE PORTIONS OF CNB STD-182-L AND AS MARKED IN TIIE FIELD. r,;"\ CONSlRUCT MINIMUM 1-FOOT ~~DE AND 8-INCH FULL-DEPTH A.C. PATCHBACK ALONG \..:'_} EDGE OF NEW GUTTER. !'a', SAWCuf/REMOVE/DISPOSE Oe EXISTING AND CONSTRUCT 4-INCH IHICK PC: C SIDEWALK D PER APPUCABLE PORTIONS or· CNB SID-180-l AND AS MA.~KED IN 111[ Fit.LO. (io) INSTALL NEW PAVEMENT TRAFFIC DETECTOR ,OOPS PER CNO PLAN. ,-0: ('.) ww oo " ,___ lO I.O "'· co Nj.~. ~i +· ¥21 "' u t.J "' N ro <D ~ o..18 :J ld OJ "' -~~- " st' <O "' Nl~'. ci 0 t.J S-1.92% S 2.08% 0 CJU ww N C'-J ;.n ,n on r-~ r~- N "" 0 C'i W Lei r--. j•-.. oc, dci ,..._ r-- C'-1 ('J N "' en ,0 + 0 ITT + f'2 >1--------------1 p --E..c.11. 0 > a:i 76 LJ 77 PROFILE SCALE HORIZ: 1"=40' VERT. 1" = 5' RITE-AID SHOPPING CENTER J ______,____ -w EX. 30'' 78 ® INSTALL PAVEMENT TRAFFIC STRIPING, MARKINGS, AND MARKERS PER CNB PLAN NO. T-5762-S. @) PROTECT EXISTING SURVEY MONUMENTS IN PLACE. @ADJUST EXISTING UTIUTY MANHOLES, VALVE FRAMES, AND COVERS TO FINISHED GRADE. @ INSTALL FlRE HYDRANT MARKERS PER CNS STD-902-L. @ REMOVE AND DISPOSE OF TOP 12" OF A.G. PAVEMENT, B~.SE, AND SUBGRAOE MATERIAL. @ CONSTRUCT MINIMUM 12-INCH THICK FULL DEPTH AC. PAVEMENT ¼Hli 3/8-INCH LIP AT EDGE OF GUTTER. o·•···, l~J l:·1 N'f"·" 1-.....,, •. C>·C' /'•.q·,. \''1) f I I c.:,1·;3 c.,JW N\"•J ,, ) ,.., . ---·--· '-' o· ww "" m "'"' r:-. ;--.. N ,21._ .-. (.') C_') WW r---r--.. "' ") NN r-r--- " 2:.- 0 > t.J 79 S 1 80% S-1 92% - SAN CL (.'.• .::J LJJ ~ "' <Den N '.'-! ,...._,-.. N~~ u > (D ~ c:,,:., ww "'m "~, "<J .. ~ r---. !'--N C'l ~ 80 8 d2 w11...i ~lgg -.i-1 ...;-: !'it-..... NICO I I ,- {l_l(_'J _.w 00/10 "'IN -,: "' r-.· 1~, N\~ 1'31 +I o, "'' (;ii(_-;' ww ,o <O ,, " ..;. scj'• "" NN ,_ 0... "G' '!.LJ . /EXISliNG ; MEDIAN _ .i JOAQUIN CL 0 __i I, I tn 01 ~ :,5 ,-. " N <'1 p + 0 00 ~ c3!t3 "'"' "" ,o "' "' ~3, ITT ,._ + 0 '° 81 "'12, w ~, N:(--l ""1" •:j- <O = " "' Ni'.'/ ~ 1'3 + ool --- 0 <() + "' 0 "' + 0, HILLS ROAD -[L(c) ::.w "10 "''° co (.0 "" ~ ..... •-- r....'. r--. t, r-- c-s :2::.- - 8 + N Q) 82 - Q_ C, _J l,_I ~ + "' a, REF: R-5203-S; R-3"1 G7-S c,O wt,I N 0S "1 "' r--:: f'"-~ t-, N;'...:I 0 ~') 1-WLO oo oo crj(D r--, r---. 0,J (',I + N ro c..? C) w us ;-..,. r·, 1..0 lf"l r< ,.___ r--. r--, N i"J (!) CJ LLl!,_1 u, •[! C-,/ C:-·j oj uj r---._ r·-N r··-J Cl : '.l ::::.:i ,.w C-.J •-, ...,,. ,.,, i<> r, r-, l'-J GJ 0 V ➔ "' 00 i 83 "'I'-· W '-->1 oo o·o oci o:i ["-... I''"- (;'-/ ~~ Cl. <_'.) ....Jl..,) 0(') LIJ C1 (TI '" Q;J CC !'-.. I'-<'-! ( ,, 0 VO + ,,, "'· (_'}jz..;· ILl LJ 1---r,. o::m o:) CY) t--...1'·- N ~-~ --(_'.) Cc L,J I c.s l:l] {):) r'"°) V) o.::i O:::· J-...._ l"-<"l ('•) "-~" _,\.ti 00 :n ; ' oo oi ec) p.. "" C's r•.1 .,. '--' a:i 0 m Q u co (-.' 0.. '-~ , Cu m<.D co <-.0 ~ f.:? N l'J 84 \ \ \ \ :,,---, (.')it...',; W}li.' n 00 ,,J• ro m ",. N ('J 0... CJ :::::i t..,J o,hL• If")! I.J ' oci[rn "0 0.11..::.::i, R) ·I fei +, cii ' ---O)·:..:J W•UJ , ....... _; ,.., I():, l.[J ~lR N,,.,J ! -· 280 ~~ 275 EASTERLY CURB o;o, r-.~ N ., 270 275 85 E'L y CURB MEDIAN W'lY CURB ISLAND WESTERLY CURB C-3170 SAN JOAQUIN HILLS ROAD STREET REHABILITATION \; ~ ~ z C ;;;;:: OJ 9:J 0 JJ ~ :'c'. z G') z C g m m JJ 0 JJ -~ z G'l z t:: s': OJ 111 JJ !.__ ___ _ 0 :a ~ z G1 MEDIAN ISLAND NORTHERLY CURB NORTHERLY CURB SOUTHERLY CURB SOUTHERLY CURB 280 275 285 280 275 285 280 275 0 '.G' w <d 0 0 '" m ,_ --N '" - a_ c_.; :::, ,,, ro N ?! "'' ,_ o; N - ,----.. e '-' '-' w )i rn <D gi '" ,-"' " 85 I I h-r I 11 ~,.. ,) ,.,._,_, "'/ I 1-,?:; I I I.,_;✓ I I ,_. '«:J:: I .,__ iii~ ----flt 00 ,--------- IJ:J L ~~ ------1.__ CONSTRUCTION NOTES @ COLO MILL 10P .2" OF EXISTING AC PAVEMENT PER DETAIL SHOWN ON SHEET 11. 0 INSTALL PA½:MENT RE-INFORCING FABRIC, "-c:-:::, [,,.J "' '" '" m ,-,-_ N N i ', '" c.__:,I,_:, w w ,.--, ,, "' "' 0-, -C,, r--i"-. N N --I --Q_ '-" .:.:::i "' 0 "' r---h ai 0-, r---r--- N '' 1- c.,, 0 hJjW ..... I ,.- "'I''' ci Cl m LO C>Jl (;',j i'-,., ' I 86 9 ,;--. CONS1RUCT MINIMUM 2-INCH TiilCK AC, COURSE ON TOP OF PAVEME-N I RE-INFORCING \_:V FABRIC. WITH 3/8" UP AT EDGE OF GUTTER, ~ SAWCUT/REMOVE/DISPOSE OF EXISTING AND CONSTRUCT TYPE-A P,C,C. CURB AND GUTTER 'J WITH 8--INCH CURB FACE PER APPLICABLE PORTIONS OF CNS STD-182-L .AND AS MARKED IN THE Fl[W -- ® CONSTRUCT MINIMUM 1-FOOT WIDE AND 8-INCH f'ULL-OEPTH A.C. PATCHOACK ALONG EDGE OF NEW GU nrn, rn'\ SAWCUT/REMOVE/DISPOS[ OF EXISTING AND CONSTRUCT 4-INCH 11-IICK P,C C. SIDEWALK \'!__J PER APPLICABLE PORTIONS OF GNB SID-180-L ANO AS MARKrn IN THE FIELD. @ INSTALL NEW PAVEMENT lllAfflC DETECTOR LOOP PER CNB PLAN, @ INSTALL PAVEMENT 1RAFFIC STRIPING, MARKINGS, AND MARKERS PER CNB PLAN NO_ T-5762-S_ @PROTECT EXISTING SURVEY MONUMENTS IN PLACE- @ADJUST EXISTING UR!TY MANHOLES, VALVE FRAMES, AND COVERS TO FINISHED GRADE. @ INSTALL FIRE HYORANT MARKERS PER CN8 STD-902-l ~-~ (L C, O,_ C, ::J. Ld :::, ,,, "' 0-, "' N '" m -0 f'2 «i o 0 ,_ "' m ~•;'-i N N --- - ----- IB C> "' C, WW 1.d r--,. ['-. "' ,o '° "' C, 0 0 d g g "' m N N N,0-t, - -----O,_ '-" a_ "' :::, w ::, w r---,, ,n N r---,_ ',, N c:i 0 6 0 ro co "' "' N N N N --~ -~ '-" 3 C'J '-" w w w ;'.2 n <O ,c, ,_ N GI g 0 ,-<n [!:l "' N ~, "' __ , ~- --. -... ---· 87 88 ----- fX_ 15" R.CP_ - - ---n_ '5 ::, LtJ -00 "' "' 0 0 ro 'D N N --- -- 0' s <_d q 00 <:..' -"' C:.J N (', --CL (_'J ::, w c,, ,_o N N oi m ,, N 0 '-" w w c--, ,- " ,_ ~ ro N - -,,,--- 89 -- -w - - SAN ·:)ac· 0. 1:}~'.'% PROFILE SCALE HOR!Z: 1 "=40' VERT. 1" = 5' txi:_:nrw 1,ffUi1>'\;--, \ JOAQUIN --o_ (2 :::,w "' 0 00 00 N N ,_, ~ 0 0 w w '° ro 1ii "' N N -.._er --Cb '-" :::, ld "' ro ,_ ;;, "' N N V -'-' c; w ,, ' rn 0-, N ~I c--i c--i ~ ro N ~ 90 90 -1( 11 ' II I~ ii ·-__ EX ii ,1 L,_ II 11- 11 II JL 15" R.C.r. ' HILLS ROAD SCALE 1 "=40' ---o_ C, :::, w "' "' "'? '° oi 00 ~-N - ! i 0 "G' w UJ "' n --N "' "' re N N . __ , -o_ '-" :::, '" "' 0 ,.--, ,-,-, " c--i "' "' N '" - i ! --'-" 0 w w --"'m c,.ii G1 w,~ -- 91 \ gj - "- --Q,, '-" ~ "' N!ffi NI~ "I' __ , ""co ~~ ' ' I c.,·z;-ww <n,n rn co N c-.J 12 co N -- §; -0 ,,, "' N "' ro c--, '" aJ ro N '" - f"") 1..-J n ,--, I"") i,r;i ro OJ (',I.::::., 92 w --- - - i ~IE ..-I-1-....1r---, N i;ci "' ca N,_, o0 ww c-, c- rr:i 1,-;'. "' "-' 01("! --a. G ::J t,J ., I;; ,,-, ,,-; ,,, co m N N ~ 93 ---- ~ ~ '-------------- - DA i[ -0 { ", ru 1:; I o, v· '-0 ,o n i-·:, ro co N C✓ -· Q_ ,_, _, ,, o, ,,o ro r,; ,., '" OJ lf ,·a l •. ' 94 ------ I !--'---'-----------------_.---- . I \ t' "' c, ~ "' m 1", f'r) 0:, CD N::_:i. -CL (_') .::J w i.() ,-, ., ~ co f() '" C; 285 NORTHERLY CURB 280 290 285 280 290 285 280 NORTHERLY CURB MEDIAN SOUTHERLY CURB ISLAND SOUTHERLY CURB C-3170 SAN JOAQUIN HILLS ROAD STREET REHABILITATION STA. 85+00 TO STA 94150 oc~Gt~:_r::":"•V'I_MGRi\CIA • CITY OF NEWPORT BEACH R-5727-S '"1''n 11 LD '''\c JAr, 1898 fJUflllC WORl<S DEPAPTMENT SHffT 9 oF 11 ' -, ~ z T 0 r 0 n B '" 0 " ~ P., □ n " rn !; < " ~ z1 C :s:: OJ n1 JJ 0 I z G'l z C: ~ co m JJ- 0 JJ ~ L ITT z C: ~ 8J m JJ 0 JJ )> 2: z r:l 290 NORTHERLY CURB 285 280 290 MEDIAN NORTHERLY CURB 285 ISLAND SOUTHERLY CURB 280 290 SOUTHERLY CURB 285 280 "-0 :J l,• . .I O t·, ,:.. ,o ri n co Q.J {",l ('-~ -- "' (_') Cc t,J g ,o ,,;.,, ~ .. ~ "' '" Q_ (_') :::J w <n ,-, -.. { st OCl ro N N - - 0. (:,' ::J L,J "' a, r-~ \i) n v) ro m C"!~ c,0 w!,I ~!;::-._J -sti "+ OO!CU Ni,:-'-1 --- --0.. ,~, ::J ,~ ro :;: ,,, ., _, ro CT' N ·~ -- 95 --·" -......... - --··· - o.. G ::J Li...! 2 (.;) w lu ,,, ,, " t-- set" ... ro "" N "' --n. 0 ::J ,~ 0 ,.-, "' 0, "'l ~ <n <Xl N N -- 96 SAN s :J,~12% S·-0.52% ---0.. (_,') :JW t--~-r--,_ • "' ,1i ro N.2::,. -8 '-" w U1 u·, N N ,.-; ,ri co 1!;l ,_, - G 0.. ::J w U1 C'-l .,_ ..,_ ,ri '° ro •.O N N - 97 " " -o... c;, _1 tu U1 N -0 33 ro N~ ---1--------r---i "' ~ --'-" ' -, [;:"j w L_j C) ,-"' 0) ,_ N ,ri ,o <D 0:, a .. > ro N "' (·J -- " w 0, N 0 ro '"' w :g ,ri ... + "' 0, 0 w r--,n "' a, N 0.. 0 w ,_ en "' "' N ,_, 'J Q_ 0 __ , w CL -:::J L.u r--'T 0, ·J· '° "" ro 'J., N ' 98 PROFILE SCALE HOR!Z: 1" "' 40' VERT: 1" = 5' ~ w 0, <O ... " ,,; "' "' 0:, N N 99 "' <'-.i r--r-- ~ 0 m ,_, ,..: o_ Q "' <( 0 a: a, ..-, "' '° c-.i "" ro "' + ,.,-, + O> 0, "' rn -0 '-' '" w N N n "' r--..:: r-- ro ~ -N,~ JOAQUIN HILLS ROAD SCALE 1"==40' 100 \ I 00" wW --- ,.,-, ~, '-" <O ,~ ,- l'3 DO N ' -------Q_ '-' '° ::, w '"" >--' + '-" "' 8 u, "' ,o x ~ r--~ w ~ aJ N <i z -t;; ~ ro N oci ., + 0 0 ~f - aJ co "'~ f---~~~- "' u ,· w u,-x "' "' w + z 0 g._ G ---, 101 290 285 280 290 285 ' 280 290 285 280 102 NORTHERLY CURB NORTHEF~L Y CURB MEDIAN SOUTHERLY CURB ISLAND SOUTHERLY CURB CONSTRUCTION NOTES @ COLD MILL TOP 2" OF EXISTING A.C. PAVEMENT PER DETAIL SHOVIN ON SHEET 11. 0 INSTALL PAVEMENT RE-INFORCING FABRIC. (3) CONSTRUCT MINIMUM 2-INCH THICK A,C_ COURSE ON TOP OF PAVEMENT RE-INFORCING ,_/ FABRIC, WITH 3/8" LIP AT EDGE OF GUTTER. (9) Sft.WCUT/REMOVE/DISPOSE OF EXISTING AND CONS!RUC! 4-INCH IHICK P.C.C. SIDEWALK "-----' P[R APPLIU,BLE PORTIONS or CND Sffi-180-L ANO AS MARKED IN THE FIELD, @ INSTALL NEW rAVEMENT TRAFFIC DETECTOR LOOPS PER CNB PLAN. @ INSTAii PAVFMENT TRAFFIC STRIPING, MARKINGS, AND MARKERS PER CNB PL,\N NO, T-5762-S. (~2,) PROTECT EXIS!ING SURvEY MONUMENTS IN PL/ICE 0.:) ADJUST EXISTING unun MANHOLES, VALVE FRAMES, ,\NO COVERS 10 FINISHrn GRAD[ 0i:) INSTALL flRE HYDRANT MARKERS PER CNB STD-902 L (18) INSTALL PtWJ[CT INrORMATION SIGN. '~' C-3170 APPROV[D ~ -----'"("-"'£,,~~ SAN JOAQUIN HILLS ROAD STREET REHABILITATION ' :(~IGN ; NGIN' f R • ---+--+------~--------------l--i.:..;..:.;;:::~;;'.;;,~;:;;';.cE,;:::;;111),,;;;;;;_ ~ -~19~1-· 1 1 4 1·;;:;;'-M:;;;;;;➔-----------.-----...... ......Jl ~ OA'I 'Hf',el/Ji«"'.-[l't:t_ STA 94+50 TO STA, 100+65 ri DRANII l,IGRACI,\ CITY OF NEWPORT BEACH R-5727-S DAT[ BY UlSCf;!F il(_N DESIGNED t----~-~~-------------.. ·-----· ····-··--··----t-------+---- c;H[Cl(EI) CATc PUOLIC WO"ll<S DEPARTMENT SHEU 10 O" 11 LD 7G ,;_l\N •, 999 J < " Q z g C C " ~ s m 1 s 2 OJ m " m t: II _, 0 ~ 2 " " ,: 2 ::r.: 0 a r u ::0 ~ 0 ~ ~ 0 ,, 0 < ~ 0 ~-• z < z 0 ITT C z , ~ z C 0 " ~ ~ ~ , 'D z '" l:J3 ~ ~ 0 n ~ ~ s z "' □ 0 5 JJ n B !2: _, u n ~ ~ ~ ~ 51 ~ "' ~ < 2 0 C z e 2 W, 7.; C 8 " 'il ~ ;; ,; Ji; (l;l \) g:i ~ " ;; z i> n ~ z -'-0 0 6 JJ " 0 ~ m 0 Cl " ~ n ~ ~ 0 " z n e -7 --r., f I od 1--t.J ::l 3: -o :, ..J 9~ 0, U N STATION 10+58.47 TO 25+00 (GOTII DIRECTIONS) -SHEETS 2 ANO 3 N.T.S. f I~ ' ' 0 60' 1 o· TO 16' 2' 4 0 T 2' 12' EX PARKWAY ff' ff I ' I --~-~-,~ffl,,. _... .., ' . < ~ FT V/l,R!AF::LE THICKNfSS ___,., ,,,-AC 8/\SE AND SUBGRADE ,,-. STATION 25+00 TO 48+ 75 {BOTH DIRECTIONS) -SHEETS 3 TO 5 STATION 48+75 TO 51+00 (NORTHBOUND) -SHEETS 3 TO 5 N.T.S. 7 '+ 4 ... • . o· TO 16' 2· 40' TO 60' ©iXJ)-2 ,, l-------~•-f-'2'--l· -=~cc12=· ~-i Ex 0 0IAN " EX. PARKWAY • • -Mc FULL CURB t ACE ~ / .r{J7) EXISTING .," A C. OVlRLA i [''~~ • : L.'::.. 1.7% MIN ' . . ' V, ' , ,,_ 3/8" UP O t_'} 1-1,.J ::l ?;: -o "" _J aw -' ro 0, ON STAnON 48+75 TD 51+00 (SOUTHBOUND) -SHEETS 5 ANO 6 SlA!lON 51+00 TO 62+00 (BOTH OIRECflONS) -SHEETS 5 AND 6 N.T.S. f I 74' f 2' 12' 3/8" UP SIANJN 55+43.19 TO 14+50 (SOUTHBOUND) -SHEETS 7 AND 8 N.T.S. EX. PARKWAY f 74•+ I J....__-----------'-----'---=--------~, 2' 12' ' J;:J SIATl<JN 65+4J.19 TO 74+50 (NORTHBOUND) -SHEETS 7 AND 8 N.T.S. 74'+ ff o' m IE' ·.,-40' TO 60' 2' 12· '--='Ex'--_ .,:.M:::,EO,.:.IA:;,N,....+'+----'--"--..::..='--11 A 2 3 \---------++"",""x,.._ ""PA':';R"'K'°wA'""'Yc""'1 STATIO'·J 74+5◊ TO 100+65 (EASTBOUND) -SHEETS B TO 10 ----.. --~----- NT.S. f If' I ~·+ -------------'-'--=--------------: 2' 12· [X. PARKWAY 1.7% MIN. 3/8" LIP STATION 74+ 50 TO ! 00+65 (WESTBOUND) -SHEETS 8 TO 10 --~---·-- N.T.S. lXISTING MEDIAN CURB AN8 GUTTER WiTH 8'' CURB FACE TRANSITIONAL CURB 1\I\JD GUTT[R DETAIL 0 @ 0 @ 0 ® 0 @ @ @ @ CONSTRUCTION NC)T[S VARIABLE THICKNESS COLD MILL EXISl!NG A .. C. PAVEMENT. COLD MILL TOP 2" OF EXISTING A.G. PAVEMENT. INSTALL PAVEMENT RE-!NFORCING FABRIC . N ·1· C' . ,0 CONSTRUCT MINIMUM 2-INCH THICK A.C. COURS[ ON TOP OF PAV[MENT r,E-·INFORCll1G FABRIC, WTH 3/8" LIP AT EDGE OF GUTffR. REMOVE AND DISPOSE OF THE 10P 8 1/2" OF EXISflNG A.C. PJ1VEMENI. CONSTRUCT MINIMUM 8 1/2" THICK A.C. PAVEMENT SECTION. COMPACT EXISTING BASE AND/OR SUBGRADE TO AT LE/,ST 95% RELAllVE COMPACTION. REMOVE AND DISPOSE OF TOP 12 INCH OF A.C. PAVEMENT, BASE, AND SUBGRAOE MATEf<!AL. CONSTRUCT MINIMUM 12-11'/CH THICK FULL DEPTH A.G. PAVEMENT WITH 3/8" UP AT EDGE OF GUTTER. REMOVE AND DISPOSE OF EXISTING A.C. OVERLAY ON TOP OF THE BURIED MED!AN CURB AND GUTTER. CLEAN EXPOSED CURB ANO GUTTER SURFACFS OF RESIDUA.I PAVEMENT MATERIALS. SAWCUT, REMOVE, AND DISPOSE OF EXISTING AND CONSlRUCT v;RIA8LE CURB FACE P.C.C. CURB ANO GUTTER. Rff: TR 6015 APP?OV[D D )GN -~MGIN[[R -Cl\!L _L_;rd)1~- OATE 8Y D'.:.SCRIPl1,JN DESIGNED FT fP:;PA·:::l!, (.=---f((J,E[J fPT[ LD J6 ~[T T 1998 C-3170 SAN JOAQUIN HILLS ROAD STREET REHABILITATION CROSS SlCIIONS AND DETAILS CITY OF NEWPORT BEACH R-5727-S PUBLIC WORKS DEPARTMENT SIITT 11 1F 11 : .. ' ~ 2 T u 5 " n m 0 0 " ti 0 ~ 0 m 1' ' ~ 2 Cl C z < m m " ~ " m < ~ z ]"1 ~ ~ TI ~ " ~ Z:r .,_ 0 • u " " 8 w ~ ,, " ~ u .. ~ ' " Ei C z < m ~ ~ m ~ ,; z _m n " • " 0 " z f. -, \; z T 0 • n a C, m 0 g " a u m 0 " " m > ' ~ 7,, Q ...,_ z i;:::: & rn:J m II 0 JJ ~ -,;;,;,,;; z Ci) z C ~ m JJ 0 JJ ~ 2 m z C $ OJ m JJ 0 JJ ~ z G')