The URL can be used to link to this page

Home My WebLink AboutR_5579_Sf .. ,l:, OF I' ,/ CITY OF j! COSTA ~~.,.'' ~J· ...... o.. :-.-.7·' .... /' CITY NE"\"\ ... PORT PLBLIC \\TQRI{S BE~;\_CH DEPARTi1ENT ,: ;{ MESA : ·; II Ii /i i! 0 C ,., VICINITY MAP ,,, 0 11, '1'1 JI, 1 SYMBOL LEGEND ♦ POWER POLE 0 MANHOLE U' FIRE HYDRANT. D METER BOX -0-VALVE E-POWER POLE ANCHOR ,6. MONUMENT FENCE BLOCK WALL cS'~ TREE b>V SHRUBBERY ..,,..,..,.,., ASPHALT PAVEMENT ' ' L ___ :,J CONCRETE L ..... .c.:.,_.,J BUILDING EXISTING CONSTRUCTION NEW CONSTRUCTION ---'f-CENTERLINE ----:,-SEWER LINE WATER UNE --<r-GAS LINE -1£-POWER LINE -m.-TELEPHONE LINE CABLEVISION L!NE -s,-SPRl'NKL ER SYSTEM ::0: STREET LIGH- j EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COM~NY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH !SEWEci Q Wi!iTERI COUNTY SANITATION DISTRICTS TEL£PROMPTER CORP. OF NEWPOFcT BEACH COMMUNITY CABLEVISION UNOERGROUNO SERVICE ALERT / , ' FAU PROJECT M-5001 (43) PROJECT PLANS FOR PHASE II CONSTRUCTION ON PACIFIC COAST HIGHWAY TO REMOVAL NOTES .&.-RBKCWl!: D:IS"rlllC.A.C. PAVEXtMT. &.-R!:110W EnSTnfG S:t0all1.I.lt AND P.C:.C. ---CURB llD Qll'1'rD. HD &-R!XJVK D:ISTDl'G XEDlllf IS:c.AHD UD PERFORM~. A-RZIIOVB EXIS'l'IlfG P.c.c. CDRB 01t CJRB UD GIJ'l'TD.. IN ORANGE COUNTY BAYSIDE DRIVE FROM 3501± E/0 JAMBOREE ROAD CONTRACT NO. 2711 ROADWAY CONSTRUCTION NOTES @--coKSTRD'C'l' nn .u-, COD UD Glff'fD. PD CALnWfS STD. PU.HHS-A. • @-coKS'l'RD'C'1' nn Al.•I COD PER CAL.TRANS STD. PI.AH KB-A. ©-H0'1'ono. ©-1(0'1'1:JUD. @-coKSTRD'C'1' 4• P.c.c. s:rm:ni.z ovn 4• SUD. ClfU!ffl SHOWK OH PL&lf) • SLOPE H 21. • 0--CORSTRUC'l' WKUTCRJIP ll&JIP (OSI: II ) PZR OURAKS STD. PI.AH KB--9. L 0 :i,~o~~ 11 A.c✓1.1s• CL 2 A.B. ROADWAY 0 COKSTRUCT 8IDCl{ NALL PER SBEET 17. ®--JfO'l' t1SXD. @--coKSTRDC'l' DDilII mraovrmzs PD SBUrS u TO 64. ~SAJJCUT UUTl:IR; PAVENEN'?. ~ADJUS'l' DllBOLZS, VALVZS 0ll arm:11. ~ '1'0 =•· STORM DRAIN CONSTRUCTION NOTES OJ--PmlllDB .U0 PI.ACZ 18• Jl.C.P. PD m:tUL-@ I]}--!'URIIXSB: .UO Pt.M:11: 24• Jl.C~P~ PD. DftUL 30 @ ill--nnunsa: .UO PtM:Z 30• Jl.C.P. _'PD DftllL-@· 30 @--cmnrniucr CM'CH BASDI TYPE OS PER CAI:1'llAllS STD. PI.Ill' 110. D72. m---03S'?RUC'1' CA'l'CII BASIN '1'IPE OL PER CAL1'RAXS ~-PI.Ill' lfO. D72. @--a:mmmcr LOCIL llEPRESSIOll PD ~ ® _ fil-co.-srmcr JtD'CTl:(?11 S'l'RD'CTOU IIO. l. PD. an OP mPORr mw::e: STD. 310-L @-C0flS1.'RD'ct JtlXCr.IOll STRD'C'1'DRJ: Jf0, l PD cm' Q!' mPORr BU.al S'fO. 311-L, 1-[[}--COll'STRIJC'1' C01fCRZT.1!1: Pl:PK COLLAR PER crrt OP lmWPOR'l' BU.al sm. 313-L I f ,(/ a!~~""""' : ~ l" p" '"'n:: @--.\Ol1J'S'? DHHDtzs, VALVZS OR O'i'BER. ~C!!S TO , ~. (BY OTHERS) • @-coKSTROCT 'nllABL!: 'l'H?.C:UZSS A.c~ OVDIAY. (0.17' xnmmM). @-MOD:tn' r.asn:JII. 'rRllTIC SIGaAL PER SllEE'I'S 415 TO '8. [ REDUCED SCALE] I ' i I ; 11 I~ ,- ~RZLOCATE D:ISTIHG 1'Dut nDRAR'l'. -. @--HP.lmt C!1r D:IS'i'Illa A.C. PAVDEN'l' PER mTllL@ @-ccLD PLUZ ?XISnNQ A.c. PAV!:MEKT PER DftllL ffi @--cot1STROC'1' t• ffPE C COD .UO GU'!t"i'D PD cm: OP JrnPOtt . BEACB STD. Ul-L. ~ @-coHS'fl![JC'1' xtDlllf STAJIPED PU"1'DJf a:1111:::an: PD ~L'® @-, COHSTRD'C'l' CDll Alm GU'!t"i'D 'fSWISn'IOlf PD DftllL~ LOCATION MAP "NOTICE @-INSTALL 30 Mil.. z 30° OEEP PLASTIC MEMBRANE ALONG CClfTIUiCT0III ltW.L WW, MEOIAN CURB PER TYPICAL SECTIONS NUMBERS NUMBER CONTACT 634-3115 JOE MOREl"O B9S..Q2:.CO MARK JUDY 259-44187 PAGE Bl..OUIN 64'1·!0U GIL GOMF'.2 540-29!0 JOE RYt.'AW !147· :::30! ~A - 72C' -2056 OICK 'A'OOO 1--800--422.·4133 ALLCOND1110ta .um--. .. a .. ,AND SKAU.KPOllT r-------•.....:i--1o _. ~---ML-ttcM 10 -n,a: pt911-..s......,,....__..,..ui......,..i10 _ _.._~....,._..,.._ _._.I011ecat-=~=='!.-:-'..:':!~~~-=~-==: ~Co.rd r--"""----------=-----,.-J'-===cc"cc..-c.c.c.= ___ 1·-•...,....,. ...... aoc1_,,....~fan1otr-1adrinod. ...... ~.-1hold c:/OulEng,lnea, _ _.,.""""_........,fr.-_...,-.IIMhililr.n.•allrEl'IL•--n11,,i,,. &landJwwyoi:, BENCH MARK o. c. s. B. If. u-2s.&-19 r•w•""'"su,o,,an•r••••cml!li0 ., pnf.....unof-..sU.,....._nn,,c_.W.:,-_f_ll,.. .... ..._..,_..., __ pn,1__,.• • . ILF;V. 35.07 Olf nm SOOTHIBLY SIDI or COAST H.IGHWAY S1 ABOOT O. 5 KILK-S UST or TUR HIGHWAY BRIDGK OVKR KIWPORT BAY . 3 . 8 !'UT BA.CZ: or CURB r&CE OK TB! MIST CORMIR or A 3. 7 rUT BY 4.6 l'Oot' CATCH BASIN. COAST 11WY. STATIOtf :::: 72+-08~ "'!'Ke lmARINGS SHOWN m::R.EON ARE BAS£D ON THE CENTER- LINE OF PACil':IC COAST HWY. SHOWN AS S77"37'5"-•E ON CAI.TRANS COORDINATE CON- ~L KAP c.C.ll. l.11..ll.. AS~QinsuJtiqg'fpgineers: t{;« 1 tL.a-r-1--;_ ,..,, .,.,LU•,.-E. ENQ I i A...:; ~~ff' R. K E.C ._.,,.a: -88 NTS ~ ,,.....,,,..r-- ~------~ $ic....,...:'~,2S/-<a- 606.25 REV15l0NS z ' I !· --12 ORA -001 GENERAL NOTES ~ ~-"":"' 11.4/18.1 ELEVATIOIS SHOWN ARE Ill FEET ABOYE u.s.t. I &.S. Jl£AI SEA LEYEL• O.C.S. OATUM. SPECIFICATIONS IOTES All CONSTR\JCTlOI DETAILED <II THESE PUNS SHAU. BE P£Jlf'OltlO IN ACCOROIJtCE WITH THE CAL-IFORJIIA STATE DEPAR11'!ErtT tf" lRAllS.- PORTATION ICAl.llAIIS) STANDARO SPECIFICATIONS rnrsa EDITICII), TME TRANSPORTATION 0EPARTI,£N1S STANDARD Pl.ANS OATEO JANUARY 1988, AS MOOlAEO BYTHIS CONTRACTS SPECIAL PROVISWJNS. fil.(llfil WHERE A l"ORT10M OF' EXISTING l!'C.C. ANO •.C. ~ 15 "IO !IE REMO.'ED, 11-E. OUTLINE OF THE AREA TO BC REMOVED SHALL BE arr ON A NEAT UIE W[TH ,.._POWER•OfllVEft SAW 10 A_,....,. .DEPTH OF OJ7 -~T BEFORE" REMO\IIHB nE-~---.. -._ ALL MATERIAL REMOVED THAT IS IDT SUITABLE FOi USE 01 THIS PROJECT AS OlRECTED IT THE ENGIXEER, DI AS OTHER- WISE SPECIFIED HEREIN, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE OISPDSED OF AWAY FRON THE JDI SITE II A KANNER AND AT A LOCATJOI ACCEPTABLE TD ALL APPROPRIATE AGENCIES. EIISTIH:" IIATEII: NAlllS. YALYES. FtTTIJl&S, FIRE KYDRAITS, ETC •• THAT ARE R[KOYED IT THE CONTRACTOR SHALL. AS DETERMINED BY THE ENGINEER, REMAIN THE PRDPERTT OF THE c:in. THE CONTRACTOR SHALL DELIVER THESE MATERIALS TO THE en, UTILITIES YARD AT 5149 WEST 16TH STlE£T. EUSTIJlli UTILITIES EUSTIN& UTlL1TIES SHOIIN HE BASED OJI AVAILABLE RECORDS Of PARENT UTILITY COMPANIES. PRJOR TO CONSTRUCTION, THE CONTRACTOR SHALL VE1UFT THE ACTUAL LOCATIOIS OF ALL UTILITIES tN THE FIELD OR COORDINATE SUCH UDEPENOENT VERIFICATION 111TH THE PARENT UTILITY COMPANIES. HE SHALL PROTECT IJI PLACE AND BE RESPONSIBLE FDR ANY DANAliE TO El1STI11i UTILITIES ENCOUNTERED DUIUN; CONSTRUCTION. unun COKPAXIES LISTED ON THIS SHEET SHOULD 8[ IIIFORKED AT LEAST 41 H~URS PRJOR TO ~Elil~NIN&-AIIY IIDlt. INDEX TO SHEETS .<=..lllL. ORSCRXPTI91! ' =•= ' DETAIL SHEET ,_. TYPlCAL SECTIONS 5-11 ROADWAY PIAN AKD PROnLB 12-14 ZHTERSEC'l'ION DETAIL 15-115 SOPE:REU:VATION DIAGRAM " CONCRETE BLOCE WALL LAYOOT J::j!,,B:rJI BE:ta:rNYNc; ~=E 18-208 MECHANICALLY STABILIZED """""'®<TPUB 21-24A MOBILE HOKE PARK RECOHSTRUC'l'ION PLAN 25-26 XOBILE HOKE PARK SURVEY STAKE-OUT PLAN 27-30 _ STORM DRAIK PlAH AND PROFILE n tJTILITY PLAN AT BAYSIDE c2o·sCALEJ 32-33 STORM DRAIN LATERAL PROFILES ,i 3◄-36 WATERI.J:NE RELOCATION PLAN AND PROFILE 37-38 WATERLINE J'!£1,0CAT!ON Dl!:TllLS 39-39A WATER METER RELOCATIOK PIAN ◄0-42 SIGNING AND S'l'RIPING PLANS ◄l-45 STRl!r.r LIGHT PLAN 46-48 TRAPFIC SlGNAL PLAN 49-53 MEDIAN ID.l!m~ PLAHS 54-58 IRRIGATION PLANS 59-63 LANDSCAPE PlAHS " l.AKDSCAPE AHO IRRIGATION DETAILS TCI-TC8 'l'RAFl".IC COJffROL PLANS Jj!,,B:l'.B BCj!,,TIITNG EE!Cllral:. j!,,l,IEEl!ATIVE;ii ,_. RE'l'AIN'ED EAR'l'B WALL {VSL CORP.) >-6 REDlFORCED SOIL EKBAHKMENT {BILFIDR) 1-18 REIMP'ORCEl) EARTH WALL JUDfFORCED EARTH) PACIFIC COAST HIGHWAY TITLE SHEET . / 64 i .atf0t='$4 I f f • ~·~ ·--,tit ~!~ i:l'tN, /:!J MlfA~c ,c"-AR.e .<.•,a!!,.., t,J7tJ'Z7'4,.W ,~~,vt:_ -r---r---r--. ~ lt•l'ltJ.I I I I i j /?6Z- ! I I ' :":I"-;;, ~I' " " •' • if;, ! ., l" Ui"'-1 ~I,:: ~, •• ·" " i•; t;. •• !~ ~~ '!1~ •• •, ~It '" -~ ,. '• , . :1; ~1 .. i"' ~It ,. ,IJ, ~h ~~ ~~ > ,, 'Iii ... MEDIAN TAPER-STA. BO+ 18.39 TO STA. 81+11.54 N.T.S. i ~lfA:;?,';.} .,_ '!t1r&>1'0J.z.•, e Fllfll~ L•SO' ) ' I :!,T?"~'ZA♦ •,e ' ! sn~~,,!j,ri!;, ! ' ~ ,, a ~ .. ,, ,i • ,. • -~Ii • I • • • "" . lj' • ~i •• • • . : .. ~~ ~ . . ... ~ a' ,. t • " \:.::1~ .. ~1 . :¥ :~ . , MEDIAN FLARE -STA. 92+59.64 TO STA. 93+ 15 ,,," N.T.S. ~ ,,,,,,,lflUl•O(JG .,,. TA#~,1!'1-JT 57' l"ARA~& C~l'Yi? Q./ltVb 1,11'1"~ -I '"'" . •· • MEDIAN TAPER·-STA. 95+15 TO STA. 96+65 N.T.S. ' I 1"• • ! ! ' : ' ! ' ' -" --· 12 ORG 001 17.4/JS.I 2 64 q MRA,9DUC. A,-.~ 4'5' TAAAF.!'Nr Bo' l"'AAAe,,;,,t.lC .:::"""V"' AO' 7A,-16E,NT . i!J,DTH ::,ID~ I 1_L-1 •:1 I I I I I ~ -- I I I I I I I j~C/.1 ! . ~ !~l ' ii: . N 7'r'-,,7'<$7")// i a ' ! ; a ~ d ' £ ) l . , , ~ i~!. ! I ~ : i ! -~ . i i ~ • ~~-• • • • ~ ' ~ ' • • •• ~f t -t~ a:·~ ,. ,. ,' j~.-~ ri d! r~· A • r .. -I.~ ~.; -~~ ' ~ :: ; • • • .~ -~ ,. '• '. ' t &n: ., ~~ ; ~ •• ;:~ t:t •• :'~ 1.:t,: i~:~ t 1 ., ,, •• w,,,,,,_, r:,'/PTN ,49 G/IOW,V MEDIAN TAPERS + STA. 82+10 TO STA. 85+45 N.T.S. a/7'M✓N/.HUM A&. [ .... ,¢',. ~ ,fi..N;t Pf.AN rlKH/V E)(': A.e... G'::-,.A ,,,.,,_,, _>-: 0 l7'MIN. G~JND'lilc/0/N - -z;.-::-;,,VEMef/T a:)11; IV~-/h' AI/HI/IL.T .e.M'.'"51/41/ COLD PLANE DETAIL CI) N.T.S. CURB AND GUTTER TRANSITION DETAIL G) N.T.S. 2 "' COLOR~ Tl!l<TI.IRE .IINO PATTERN ~ ~TAl"PED • C(»(C/;tqrlf! SNALL l'IATCH THE .t!XISTJNt!J nEDI/JIIN ST,ltHPED P.,,,rTl!'RN CONCRErE ON P.t:'.H. eA5T "" c/A..,,(JDKEE KCA o MEDIAN STAMPED PATTERN CONCRETE DETAIL N.T.S. PW'RLAY AF"R A'..A7NS' /0' I dw"/N..o?.£1'."AC. J'Z),t,4t;-. Q,J7'MFA✓. A.C /UMJ?r ,A:,qc.iAfENT CV<!'PLAY N'.P"H/,.v; PY&RLAY .;;;;,: _3£2::±f t Cc)(.A.C./ VrAaK c=,r NR-1/ s~-/N _,t!l~.!..T afU.:'..$'.a,v HEADER CUT NIS. DETAIL® TY Pe A2-B CV#B .. 5'f.lTTER P.t!R PLANS NOTE: MEDIAN BITEAK STATION .AS SHOWN CW PL,,4N~ IS IP Cl!NTER OP oPENJN~. MEDIAN A~L Consulting Engineers 0-ECKEO!n' l'lt.K. 6/88 AS SHOWN • FU-HO 606.25 --REVISIONS --- ,u,,',,,,,,JtA_.t,c. et/AV• I 8#1/lltilUl(A,t!JcL/C =~ - I I I I I I ,t "' \i~ I I ~I I f. r ' i ~~ I"~ ~~...: & J~ ~~ ~ ~~ ~ i ~ ~ !. ' . i ~--!i ' , .. • :·~ ~ ' I . ; .. i ~ BQftDDX PQIIB'fBVCZ':g:ol l9TJS CONSTRUCT TYPE A2-8 CURB AND GUTTER PER CALTRANS STD. PLAN NS-A. CONSTRUCT TYPE u-a CURB PER CAI.TRANS STD. PLAN NB-A. CONSTRUCT 4• P.c.c. S:IDEWAU: OVl!:ll. 4• SAND. {WIDTH SHOWN ON PLAH). SIDPl!! AT :n. CONSTRUCT 0.55' TYn B A.c ✓1.75' CL 2 A.B. ROADWAY STRUCTURAL SEC'l'J:ON. CONSTRUCT CONCRET!: BLOCK WALL PER SHEET l 7 • CONSTRUCT MEDIAN IMPROVEM:tNTS PER SHEETS 49 TO 64. SAWCUT &xISTING PAVEHEN'l'. (SEE GENERAL NOTES 3) CONSTRUCT VARIABLE THZC!CHESS A.C. OVERLAY. (0.17' KINIKUK). COLD PLANE EXISTING A.C. PAVEMENT PER DETAIL® 4 1 RC.C'./N.~. (!? 90" li'F.lJfTIVe CONPACTION 4'P.C.C. , , BREAK N.T.S. c~ SECTION .A-A DETAIL CD -40JU. Pl.!111.le WOii!<$ OIREeTOII 11..E.NO l,l'E_D{,e. ~ 3. ;8 " ----~ °"""' ~~ H.H. , .. ----- [REDUCED SCALE] PACIFIC COAST HIGHWAY DETAIL SHEET CITY Of NEWPORT BEACH lt.•:J.57.9-.s PUBLIC WDRtcS DEPARTMENT SHUT 2-.Of 64 I I BAYSIDE DRIVE TO STA 60+55.19 ~ ~ G:i-) GKINOIN6 ,-£.(' ~EIIA./1. ?';f'(J,l,Et:r f"A"dM ~ Mr.s,'« ro a~,s (SnfU CF <;KtNlJIAl&Of/ A"e#AS ~CCT) A,..-TER S6V€~ j,/1(€ WM,t' IS ClJM/"~&T£ {.sE~ $/fT.ll ,IN/) Qj ). } S-"5r. ,.,,,,,.,., STA 73~90 TO STA 78± =50 &t1.v.$T U#'T.V IF7i!IIITMN .$TKV&ru.rF --i--1 ----J N"TE _. ,r17, t:,:,,,,v$r,('P~r/t7N /,v ~o,,!1'~ .-e--K (IN/nSl'OE s,:,;,,1¥ .t:!!AGE_.,,,,_,r ..,:...,Ve-) $1!!'4' .5.K~.l'>S Z✓-2'.rA I I{ i f.JZ'ur.,, I ----I" ~;t.NJJ.Ti~~ I I I ..... ~-<-~~2--, I I -----I ---~--: STA 60+80 TO STA 67+00 STA. 1,/,1,CO TO ,:-;,-T;f,l#TN KE TENT/IV,' .sr~ru,r YU "4'TA •'5,,..00 tf)(/~T r~yl ---1------! --------1 ""~.n-.,,,,::t: : _______ J_J STA 78+50 TO STA eo+oo CQ,t'S1' E_,,,t'T,11 ,,!i'7'£-I/JN .$TJ!V&1VJF£. >MU tNPS AT ST"-78~7Pt _..I a7NST E,l,t'T# ltETENT✓CN .ST,/FI/CTU,E J~El"'LANS- I ------ 1 .,."~,,,.,7-e.,::.1 I ------I I -------.__ I --------.J STA67+QQ TO STA69+00 M~H. ST~ ~H WAL/. STA 71 +63 IR TO EdN.ST U"'7N -Tf!NTl"N 5T-"Vt:TV~~ STA so+oo To SIA z::aqo • STA 81+50 *~ t:4,,Vr,e,,,:!r&#' &-Y~ ..r,..-..-~ ,,v~,::.e'"SS,A.,li>v ~,..~ ~~/<Sr✓-MS ~~~.✓/r-r,..,,..60") TV ,,.,.,,,G"'/L.✓7Ar~ e-.sr.A!'"u.::'r/a,v. ASL Consulting Engineers /(/4 ./ A :#-~ E 514St ••LL,4M I!:. ■ENNETT -,~~~-~T __ ...,.._"" GT NO SCALE 0 0 © 0 a=r ,e/4/ © ,,, @ @ (9 @ @ m.® Pe .. """ 'l'OtGI ~o]'K.f s~,., r ... , No. $Mot, 12 ORG 001 17.4/ra.1 ROADWAY CONSTRUCTION NOTES CONSTRUCT TYPE A2-8 CURB AND GtlTI'ER PER CAI.TRANS STD. Pu.N N8-A. CONSTRUCT TYPE Al-8 CURB PER CAI.TRANS STD. PLAN NS-A. CONSTRUC'l" .... P.c.c. SIDEWAU': OVER .... SAND. {11'1:DTB SB0WH OK PLUI'). SLOPE AT 2'. CONSTRUCT 0.55' TYPE B A.C/1.75' CL 2 A.B. ROAJ:MAY STRUCTURAL SEC'1':IOK. CONSTRUCT BI.DCK WALL PER SHEET 17. CONSTRUCT MEDIAN IXPROVEMENTS PER SHEETS 49 TO 6~. SAWCUT EXISTING PAVEMENT. {SEE GENERAL NOTE 3) 3 I 64 CONSTRUCT VAAUBLE THICJOlESS A.C. OVERLAY. (0.17' MINIMUM). COLO PLANE EXISTING A.C. PAVEMENT PER DETAILtt? INSTALL 30 MIL X 30• DEEP MD'JBRANE AI.ONG MEDIAN CURB PER TYPICAL SEC'l"IONS. ~/N() 0./'1' £,UST/,Y~ AC ANO R£1"t.AC£ WIT/I 0.17' dF N.SV AC (/I/CL. R£INF. FAP,Kte) .PEA' i)CTAlt. #El?EtJN [ REDUCED SCALE l PACIFIC COAST HIGHWAY TYPICAL SECTIONS CITY OF NEWPORT IEACH R-.5.57!J-S PUSUC 'M:iltKS OEPMTMEMT Inn'. $HEIT 3 0F 64 ,e;li .,,,,,,. R/,/ ,,,. ,,, ,eo 41:t: ,,. v,e ,. ~:_.... ,.,,= I ~A.DWAY ' ---~ r-l ~ ,. - - I t --· :;:;:-J-7 i ~ -----: ~ 11 ~ l '57,11. ,82,-o.:,n:,_ -.I 5T,4.6tHc,:, l ~ STA 81+ 50 TO STA 83+05 JAMBOREE ROAD TO $TA95+32 e/w .,,,. ...,,.r -"''--+.I:.'-..,---'"'""'""••"-------p,-t-''~l>·f-"!---J.C''----f-'O'C'--, l!L,' It!' .. ~ -~ z , SIA 83±05 IP SIA 85±45 r----- 1 I L ---- STA 9!5±32 TO STA97+oo .,,.K d"Nr~Aer,:ve• S,NAL,e K~-t:JVE N4'~'55-Y ~-4-VS' ,:,P ,::o:,sr.1,v,s /2'e.,:: C"/r-r,,v/,::.lt' r,:, rAtf/L./rAr& ~N,:T,ll!"uer,,-<=¼'" VAR/£S ("/.!IQ' ti) .,-AM4f8.f"EG' VA.t"~,s 4-·' :!52., " " STA 85+4!5 ro JAMBOREE ROAD STA 97+00 TO STA 105+00 0 @ @ 0 ..,,,,.ii> ,7@ @ @ @ S~ut Tot~J Jlo. s ...... 12 ORG oo, . 17.4/18.1 4 ROADWAY CONSTRUCTION NOTES CONSTRO"CT TYPE A2-8 CURii AND GOTTER PER CALTRANS STD. PLAN NS-A. CONSTRUCT TYPE ,U-8 CtIRB PER CAI.TRANS STD. PLAN NS-A. CONSTRUCT 4" P.c.c. SIDEWALJC OVER ... SAND. {WIDTH AS SHOWN ON PLAN). SLOPE AT 2,. CONSTRUCT 0.55' TYPE B A.C✓l.:Z!I' CL 2 A.B. ROADWAY STROCTORAL SECTION . CONSTRUCT MEDIAN IKPROVEM!:HTS PER SKEETS 49 TO 64. SAWCUT EXISTING PAVEMENT. 64 CONSTRUCT VAlU'.ABLX THICKNESS A.C. OVERLAY. (2~ MINIMUM). COLD PLANE EXISTING A.C. PAV!:XENT PER DETAIL® INSTALL 30 KIL X JO• DEEP PLASTIC MEMBRANE ALONG MEDIAN CUR PER 'l'YPICAL SECTIONS. [ REDUCED SCALE l ASL Consulting Engineers --.s.,ne...., OSl!l\lll;?•:!096 s.,1<U....,;.o '11<i91!M1fil 1--1------i--------f--17~ ")1,4,. PACIFIC COAST HIGHWAY -~•--·T-__ OIIA-ln" GT OECXEDIIY R.K. 6.188 NO SCALE P...._,.$PRONGS lflW\320-<220 606.2!5 REVISIONS "'-'81.le W0111<5 DIIIECT 11 IU. ,,,. ()(",,, 'Z.¢. T'l'PICAL SECTIONS CITY Of NEWPORT BEACH PUBLIC WORKS DEPARTMENT R.-!2f7J1-S SHnT 4 OF64 =-=- MEDIAN ,urs. ,--_..,,.. - ' . ---.. =-~-t$4 ~-: 1,/EPIIIJI ~pGE-, I TAPER STA. 60+ 55.19 to STA. 62 + 05.19 PACIFIC c::r::c= C0/,15TR'<,>CT BLOCK ..,_.tL PEI? 5HT. 17 ~'--~ -:-.:l'ii'~.' '.'~.;= =~ !·cc;. ;~, :1r-: (ti -,, ~:-fiiiif'§"'1~~¥.;P~,#~P,-=f'" ~c!·-4~-_t.; __ 4_;,--j:t-ll~~'-'. ".-'-, ~+c-'-'-'--'-'=""'-~-'-.cC."'-'--'~ ~;+-\ C-.ff.ji•_ -=-n~•l~ ~-,_,, --f::"i - ~ ::::! -; ill :;: 4~f::- -~~- . ;.,!----: ·t:-;, ~'.'" °;..;;"+-,=y:: -- -±:;_ .•... -_ i. -, .. ,:::-~---:,,,_ -;.-,.1·:-·::· i ~--_:;-imri :-:: i ::-. -. _; ti#-:, -- ~~,.-:.:::~. --"'_-f_:.1- ·--} '-' :.z...--:S<f. ------:-.=t ASL Consulting Engineers 1/1 / / ,.,,. ~ ... ~·•-,!,"~'',,-_ 2::£,,,.,e.<<..ik ... -<«',,"--" ,,_,,,, ••• , __ ·-·:, '/!IS SHOWN 4 __;_ ~~.pe.,r~ ."".l'•'IWU•t,-: =· ~~--=-=-=-r ·---.::-c... -=~- -~17. -------4.;!'-.. t" f!:--: ~.:. ---... --! -r .:.---~PF~~-= -"~..,; -.:-:-... ;: ·:--: ,_.:--~"'- ' .;_:, "I, ~-·fc-. ~ ; --i 60 61 t f- POTHOLE DETAIL . .. ---"o""'.'". CURVE ,aqr,q 0 R L T 6/.77' r JtJ8/. oo' /87. 53' I 75.SZ" !17.£' [ REDUCED SCALE) PACIFIC COAST HIGHWAY FROM. BAYSIDE DRIVE lO 400' E/0 BAYSIDE DRIVE OTT Of IIEWPOlT IUCH I R·=•-.s ""9IJC W01tte DE1'MT11ENT /!U v,u, !5 a,-64 ! \ t$U,,P£ '" f'ACIFIC ~ l:::t,~ ·•. --· . . ' '.:::::., CURVE LJl?Tli' 0 R D. L # ZIXX). (KJ • er,.,,-c· ,..,,,.,. 8 M7'6~' Z:Y"~~ 67?.,;6' C /?6'1f. 9-:!' Z,59115~' 1½7.,,./. " /'fZs. ~· /r~Tl'f# fJ87."' E e~t:lt!J' e5•a~"r 87V.,~-,. ~a,-Z'J!r:!17',l,I'• ~"5-• /1','tf'_ (1(J. 1'$""56.'-'T .£5.M' I,' 1.,ell.et," /3"',X',n-' ~-41" I /,,$✓, ,::;o' ~X'4T ~~o- SCALE : 1• • 40' ..; """" 7.a:J' Z7'"0'T'Ztr ~&?' ~ (/~' ___j; ~ ~. ' ~ '3~ --'= T • L T 4'l!14.&'?' ,;1¢~47- Mt ?.5"" M 7ZlJ', 51" e,t:. ~- 4¢,;tll/' 5/()./4" ASL Consulting Engineers Fi/4'. /0" e~~-sr //&J 4 d .. ~.,, WIU.IAII £. ■E-ETT ~e.. !k:J' ..n~· -"~--t __ , -" -~ JO DUE -• AS SHOWN -'"""-~-X. _..._ ,,. ... ,,,...,,., ...... ~---- ~~ 606.25 ;•~~-c ,~ , I ;-c: I -• NA,('),11,J/6 • it!'¼' /,1/,§AI "E:5-:k/ee GAS L1.</£ [ REDUCED SCALE] PACIFIC COAST HIGHWAY FROM 400' E/0 8A"510E DR TO 700' w.m PRCUONTORY PONT 01Y Of IIEWPOIT lfAOI Pl-..: a.KS DO'MTIIEJff • 1'-557!1-J aar6 •64 I I ·.I •. -~ ==-=-----.:.;,, ---------:::::c:-_::::.-~~ ..-:,-_.- • ""~) IP ., ~~i .· --::-----:.:.. , --= -~~~-·-.· . = --~ ~"'---!<', -...,.___ . .__ ---------- --=-----===··. ' CDeVE a:,r,;, 0 R t:, L T ., '188.t'b' ~SCJ'/7-2'47..%' /3,tl.5,:7'' 8 /~.tJr:)-/~.!l(J'/7• e7/J.~-/¼./4.' C ✓05"5M' 15.!V'/7_ 1!'4:/5..~ /¢3.R' "' /4.N' ~.!11:..:rz· a.4Z' ~-&' " -,:a;,· ~*"-//.5/' ~-a,· ,, .?,X,,O.M' l!'lrS?',t,f'· 'f'n.~-S/a./e' " /'i'#. /Jo' ~~:.,?" 4:J.61' 2'JU'./i)' N /-,,!';;;.a,· /J"X"'7" "'46.4/' z~~-57• I 1-,,v.,:;o· ~-~:.r.r #,?.ZL)' t'4,?.7,7' J 1'1'87.M' L"rL/7·,er """_,:;7• 4'1'Y.~- SCALE , r-40' N ~ .. -·-·-······-••u ... ••• ....... • ---,-, ____. __ _ ~ ~----...:::_ . ,_ -,.,,,,~, . i I..,,. \ \ ,...,,...., \ ,., -,c :!5EC6#EET13 ,.,-Al"' -ro ~,1,u& /~.>?.!:SV P,_,,,lr/A/,5 P~N/, ~•,(,?'" ~,:?"",$,V ASL Consulting Engineers -~~ AS SHOWN 606.25 - PACIFIC COAST HIGHWAY FRCM ~• Wl'O f'ROMONlORY PT. TO 500' E/0 PR9M()NTORY PT. •• OTT OF IIEWPOIT llfD f'UaJC --=s DEl'MTIEJIIT 1'·557!1-.1 .-07 •64 I /!,OSTING S?M'.41 M.#/AI IM,-~Me.l/r$ ~,e M:.LA ,'trA/7' t:'lM,'.tJt:)AI/.J/1tlM5, J'"KAtr //~'!!J7 \.a,,.,.~ .&PNSi.',;-"~"'~ ,<;' 74•;,Y-#r'W '-'.s<-0 \._ \ ,_ I=_.,,= --ij---&Hh - g g + <O co "' z -----~-----------~ ----~---------- / 0 R !:,. ~ 6,/)/Z.ai-' trH5tJa B ~-M' &-4-,·a,r C /5,;?.,M' e'Z-50'/6' 0 75-AfJ' ~::i!!!'!Sr I! ~-41' zz-~-!W" L T 8US' ,ll.6t/' 0 t(l;,.'f8' .fi,f?' ' ,...,, /f!!,d' ~',::rl' ,, __ ~7'!' ~-!J.t:)' " """"' /7t')'!?J'"" // • 1115' J.6.IIC' t'l!.77' #57' M-81' $'-~- ·' ,!) ~ ,,. ///.4.;r 6 63.ao· t:,.7"'~#~ ~~-:i¥t:,.'f' &,6•ty•~ ?ZU' <flfJ.8/' II I! 'cc+-'='=--+~cc--+--+----t----t---+------1----,., ~~-&.59~'5C t¼.t:z' 46.68" I 1311.a::o· ZZ-<l'l"/.r ~.t:-4' n~· .; 6,?.tt,. ~~-14• M. ,,,, ,.,,,,, ,, "'77. e,,· Z-OTOr 4-'N' e.n· ADTC: ~.M. ,,,.Z /75ElJ n, A'EF ALL N. '-6o"'5 tLeY . .!:xc~l"'T ,,,.or"'°'-£. ASL Consulting Engineers ({{'!ff /_4, rte=c. ,.,. ~~ 606.25 /;°""'7~ACT,:,,r SHAU. ~eH(IY£ ALL A.C. W,U.KS, 6E"~, PEl.lNEAT05 f Sl6N$ IN TN/5 AREA ( C.ONS~C'TEP PC# PNA~tF I PJfO./Et:T) ~~ [ REDUCED SCALE] '• ~~~ <.:i ~~ QEY>ISTIA/(i STb.l:M M/11/N ~ -~ l,UP.f'4YEJNi,I.JI;S. ,'t;,e, YILUI ~ i~! ;<'t)IJ/T" CIM/IM)M~J//UMS' n',UT U937K.6 en ----------:;; s ?t;~~,;-c ~ "' ~--------- ~4" $Nr. /~ ,ro.ll' ~o se: .. uc ~,v,s4C~,v .&W"AW.......,. ,:,,,,, P./:,1/. ,( ./-6~1!' tlA're'A'l!'O?ltJN 'f/.e',F :,,..,r; -,8 ~ T,lt'A"'Jlt: :V,SN,#~ ~oo,,r/,:tA7""./D,N A7'" ~t:::K. f' .,,,,,,,.,84,#'e",!!' >'f'DAL:> -H.H. PACIFIC COAST HIGHWAY FROM TO 500' E/0 PROMONTORY PT. 800' E/O JAMBOREE RD. ClTT OF EWPOIIT l&IOI ~-5579-s Stal" I! CIF$4 l'UIIUCMJRICIOEPMTIEXf --------- ASL Consulting Engineers iCidfw ( e<fNET/nr • E 314!\2 -~•-a~='--1-..-!'-K -.. J.O. c.n: 6/88 -AS SHOWN -12 ORG 001 17.41'18.I • •• I SECTION B-B N.T.S. r SECTION C-C N.T.S. i tc:::-=i=r-=:;::.., -z_;,,_,,5:_ -- ~-,7:J __ _ - • :nu: n:ISTillG P.C.C IIDADWAT SBALL !,£ SAWCIJ'T JJill llN'.1VED U lllTllEI'T ll!IEB' Tl!t l'OLLOWIMC COIIDITIONS llIST : (1) Wl!E!I Tl!! D:lSTUG P.C.C m.\lll/AY DCIOACHU 6 INCHES 01. !DIE 11ml THE l'IWl"OSEO ~ '.SECt'IO!I. (2) .Jillliit Tl!!: "l'.C.C ROADIIAY IS Dill.ECTt.l l!LOW 4 PlOPOSED L,U[J)SCAP'ED I.KU. -..Lr. l"MYIF,.ENT -- 1·(,.IN) 2 2 14 r SECTION E-E SECTION 0-D N.T.S. I REDUCED SCALE l N.T.S. -12'1llfinll"li'·- --'™""·"''" -~ 606.2!5 ... . -~IIC--CTOIII u.• ..-r,ey, ~ - PACIFIC COAST HIGHWAY FROM 800' E/0 JAMBOREE ROAD TO 1300' EIO JAMBOREE RQAO OITOF...OUIUOI ...-..C .-ca o&MIWWWI -,,9 •64 ~ J, FOR Dl='TAl-'.'5 OF 7,'l"A.-;o:;.t::. l'l>LANO~ A/.ID /VeD/,ilfNt, @ .»Jl/1-r.e-D~~ Ho,,f,o ~•~ :sNe~r "'· :Z., ""a-or P~,N l""'~,V AN.&> -""'ft:>,&tt!e@ .JAM,B,plf'.r, Ro,,,te;, :!>44 6"184 7" f. (',,%"!,/ ~ " -' SECTION F-F N.IS. -'--£~~~~--~ ---------=: ·.er ( z2q~ ASL Consulting Engineers • • · ~ ✓ Os ~ -., 111,m --..., WILLIAM E. K:lfN'Er ,, ,, , ,, , , 6 ,, I J • " CURVE .Qtlr.;1/ R 6 L l'Z&>.:7.t:n:,' ,.,.-ar,:;,' ,z, ~4.9-z' ,,.._. V.;;tJ'5.r ;?J/.77 /.J}io.,J()' -z~~i!J'I"' ,,,_9,• 11/.4~ ~7"'M".II!' ,1,i,1.~- /t!J7.,:,d' /"' Z♦'elr ZIJ.•~• 11.?J;,dp' /"' Z~',;,,r z:,. ;J,I' /~O.Pt?' z.t"' n'-z."!:>" ff•7-I' l~/J-tld' Z/"'17'~,. ;;.,.z.,, 71".d,r ~,J;"'!?l'~Z' 41.z2• ,~..M' ~~-~r.rz,. 7Z.,1z• /~"·'-'d' ZZ--lt' ''-''' ,ff.~,,- J~J.1111· zz,,,_r~ ,!,4.~4· $a= ::!JHlffT'l'/,,...-.,:W :217 ~ tAl.l'l!l'r,:>~&:r;,t:,;1,1 DH-u-<:;, ~I" ~~ / JA--"'?lf'e,!' ,~1.:?i't:,,v [ REDUCED SCALE l T /,G~.Z'I' I-I.??' ?$~.,,. 74.~9' ,tJ.;,z, /4./? ZIJ./'1' Z.i,ii,,H' -1,4.J;,I• 4,:,._A/' ~-d~' .t:.7-ltf• JAMBOREE ROM> FROM 430" Nl0 PC.H. TO 300' $10 PC.H. OITOf awl'OITIDCII PUa.lC-X iWWWI ..,.,o • 64 :1Jkc,,(,<VfV LINK ~-~ P.4"/r CAt.MANS 50. c------;"f."cK'c"'ci-----,11-""ll /"(.AN ,!!,//-7 f'MIN. ~ £,SO-K C&, ;N.J. "frPE .AZ. 4' (;UK6/6U17FR ,, ,, >: GRAVITY WALL DETAIL !NO SCALE) SECTION A-A (NO SCALE) T NAX. II 8 Z.P' /.CO' !5.0' t.el.V AVrE· SP-"t'✓4 v,,,:,tLX,-' DHW&IN4Y r,,;;"' § 2S' 2s' liDJUST @ /MADI: AJ./0 PhWL-1: l.10 .l'bR JI-211 rA"A/",...-/C LMGu/6 Wl1'11 ·.t:LEcrRtCAL.. .. t!M.itJ5SEO OH L/0 , MAIJE LJF CAST /,e(W' 11,e .i4ffL,lf,e Al'A"tJ~,t} Al#TEbl!L. ST'Qe OVT e-4• l'PC EL.eCUIL'AL eMMlr.5 /"ROM VIIULT Jfltnl ,<t1',l,L. ,e.,J':!'"5, E.XTCN.DIA/6 n:, ~"Y,0.VD ~,l,'J.J(/. IA/Tb PUMP SrAT/.PN" BoUN"ONKY. :SAWcvr ,I n1~ ,11.,:_ _,,,.Yl,>i!LWT(,:,.'Z~') :111 ~ -6/'£M~WA" I SECTION B-8 {NO SCALE) ,,. UAYl1YJt'A/.l. H~ PET.All. HE/tEIJN ... ,,., ! SECTION C-C !NO SCALE) 25' ~--,.,,,,~4-.6' ./. ~~ .MA$V#RY W".A(.l 4"Ma.4E .st.WJPS'RlN£ J1P77-I r ~P. ,I!. ,,.-.4er a, ,+t,,f~....,..__ W.NL .--'14'. ~ ..¥.s-f" A'YW UNE A:!T ~¥ A • © @ E ® @ " (p ' ASL Consulting Engineers -4~ f' ;,-· ~L • E ll"l~Z WILLI.,,. E. IE-IETT R 3,~'3-' ~t;.QO' /OQ.QO' /&10,00' fio,00' ,00.00' 94ZOO' CURPE f I.ING.AR £UT.A /8EJIRJN8 L T nr~'-M" 7,°"' '5.15' ~46'Zd" '3!.0-I' /4,{,'Z' 'ff37'1~W :,0.,56' ?5Z'Z&,., ii."74' {,,,tJtJ' N'79"#'47'W ?'1-24' 7•5-z'z•" 13.74' ,..,, ,,,,, 41,41' ,1~/7'37• 6.98' U<?' SIIZ4o5'IO"W !11,M>' /,r II' O'-" ~4.7,::.' ,~.,,, 1• 17',10" ~,-~· J0.(;!5' " "· PLAN DETAIL SCALE 1• • IO' CHAIN .l./NK ~e' ~~VffY WA(.l. DETAIL ... " SECTION D-D N.-CS. l"1'IISt£ENA • --IW•Xlli6 ._SAN7,........ rn4J!i>IIJ~ AII.M-" -2M220 0 ¥1 l M ~B'f' R.K P,.tt §/86 AS-SHOWN -~ 606.25 REVISIONS 12 ORG 001 17.4/18.1 SMM T..,.I lie. INffl JI 64 ,!.o~,7. ~a I ti,A1'4 '1M1' ,n;, N R4RA4rP I# PA"l<PIA'M ,t,IKAT/o.,,11,,,-tr,,.,,17/l#P 25' WALL LEGEND ~ G~VITY W4LL MASONA1'Y WALL ;;"<>('> .. <_,. ~ -~.., . -.... :_ ... .,_,r -. ~ "" LON:!,T,1/'Vt:T W,11.li!-I'~ CHAIR RAMP P~Jr C4(.r,'1"A#6 ,sra P,t,AN N4•8, CA-s.l E ==== /fETAINING WAU. (TYi"'~ U,) [ REDUCED SCALE l IIA.tt,: ea csooc ROADWAY PLAN BUS TURNOUT W/O BAYSIDE llR STA.154+61.5 TO STA, 157+33.53 (ftY OF NEWPORT BEACH R-1>57.9-s P{JBUC WORKS DEPARTMEHT SHED 11 OF 6.4 CONTRACT ·wo. s-s4--J SHT<. OF~ I ! I I I SECTION A-A N.T S Z1J,,.810•l'l;1l<l'I<, ,,,. ~,g.,•t· ....... ~ REVISIONS '2 ORG ..... 001 ,.0 .. .,.,1 .. Tol•I "''"' 17.4/18.1 [ REDUCED SCALE) 12 DETAIL ' INTERSECTI~; HWY. AT "2J Q )t..e. PACIFIC COA RIVE Totml llw~fl 64 I . I I I ----_:~_;;""::;,,,,.e=°'p'---.-'R/c,cW;._' -,._ __________________________________________ --------------•-- ~ ~ t-~ PACIFIC COAST TRANSITION DETAJL J -·N.T.S. • I PROMONTORY POINT ENTRANCE ~ l All /:/.&VAT/ON'!> .:!!WJWN A~4N5- CUR~ AH4' fi4W,f./#8 ,:a<VAT/Cl'H, UNU!'5S OT,;ai/i',v/.s.,e NtJT&>- ~-li~' p\ ~~ -:z. % ~..!':tu~zo;w;:~~SHn! ;,~1-n4) I'. 5££ SHEET 7 ,OR 61i'JNOJN6 L,t#JT5. ASL Consulting Engineers ~.;~ -4--ctw.kY I • . . c,,------• F }l<l!IZ J.T. J.L. QED:EDIIY R.K [>O_'fE 6 /BB = 1· • 20' ,,.p .~ ~ ,, . ~ ' *' -~-. ' ~ HIGHWAY -19'11\792-3096 -·-11Ui9l'IJ.176l ---=- I ~~ M~ ~ 606.25 ~ rA·;, ~I . .. • • .. ' - ~~ ,.pY it:: ,. -' TRANSITION DETAIL 2 a 3 N.T.S. ,,.,,.,- REVISIONS ... ,. I I 12 I ORG I OOI I 17.4/18.1 I 13 I 64 I REDUCED SCALE I INTERSECTION DETAIL PACIFIC COAST HWY AT PROMONTORY POINT Cl1Y Of NEWPORT BEACH I 1<·=7.9--5 PUBLIC 'MlRKS DEPARTMENT i SH~tT .13 OF 64 JAMBOREE ROAD MEDIAN FLARE DETAIL INTSl MATCH LINE cu•11e .a.,rA R• 75.00' ,j•IU•.56'52" L•i!S.77' r-10.s7' CIJRV£ .clo4TA R-JS.00' ... 22•,50• ,r <jl... l.•59.79' q;"' 7'•.J0.30' SEE ABOVE RIGHT ASL Consulting Engbeers _..,. J.T. ~""-"-·K' --ft..'..._J,I...Q!;._ o,,,TE 6/88 AS SHOWN 12 ORG 001 17.4/18.1 14 64 FY-"'Y{ QA?"A R•/50 00' .... e,•17'z3,• J... S5. 7""' r .. 2s 1s' CU-"V€ DATA R" 75,00' ..i • ~5•51•52• L •lJt..22' r• 48. sa· ,,. ,, '."",,~ •. cwng f?ATA R., 150.00' ..s .22•41•10• L., 59 . .39' T.-30.09' .,ff' . Y • ~ , .... 1 ./ I ' ' ~ ~ t-.,,. . )Y ' ,e ,,r ,. ft '-----... 94 ------------------------'-... CURVE OA1A .... ,, "" /--✓---"-T A z-• ,~.,,,,~M ..JZ. .. .... ,, -M1T V.$rp • z...-148"-"#' ~·· ·-· ,.,.. p ;'Z,,,./..,a,i "•~'"Z"' ,,_.,,., -,.,,-7· • a,;,..· 7,11,•-:.ur ....... 17.?P F -,v~"~" 7.1//Q.' -.. N..-,,.a{I ~-..-,_..... I 71-IJ,#f ¥.7#' " .,.,,,. ✓¥·#7"~" .. ,.. .,,,.- L -J ✓,•A<6'~~ .....,. - :r .,,_,.,. :n,•n·,,_.,,, .,.,.. . --· K -.,..,. .. ,,,..~ _.,_, -, 2.40' ~!p'_.., ,.,.. .. .,.,.. M -....,,,.,. • ...r-~ ,..,.., - ,v .,,_,., /1.Z',JtZ',flf-" Jl.flll,' ·-· p lti.'00.od 14•~•52-~04.~z' 1.:s:,.N • 11:57.00' 1•2G'37" ee.t.5 14.:SZ' CJ • "'41't1A.6L4 T»'/.C,K~ A.C. OVIA'~AY NOTE?: f. ALL, 4U.eVAT/0/\6 ~,Ho~ A<f.<'Nt!;, CVH8 AH,!! F.!4WUNe e~vA;;,"'46 VAll..4'6'5 O?h'e/?IW~ N"Tet:7. ~ !!e-4 77rA-179& &a..U~ P~AA.I' t' 5Heer n:.,. -r.:a > Ft:Jlf' &t:JN9?PUC7,',:JN' fl.A,V. [ REDUCED SCALE] ,,,1'11 • .,,. .. ;7 •!11'9·1,61 606.25 1--+-+-------t----i~ c2. )tL 1---1---1-----------+--l-._,c -::~CTOII -,.,. ff .EYIS!ONS lNTERSECTION DETAIL PACIFIC COAST HWY AT JAMBOREE ROAD CIT OF NEWPOIT RACH ~·557-'--J ,vauc 'IIQIICS 0EPM1llDIT SNat 14 °" 64 ··---------·- -=--~-··----::_-·-'-"'··'=- • ___:_=---=--=--~ ---------··· (-~-:~:;:' ~::-::-."°;_-:--"':.......: .: -~:;: -· -=---- :U/~A'4Z£VJ)'"/&JA/ A""U...vc,.,-,.,-"'/6-<!$'' e,f"dWN ,f"UN~ -/6-,$" ~ >$/. 74' //8.r.::..• ~ ~ Ii ~~ ~ Ii • •• • R ,. ' ' K~ • ~ • • ~ ·~ ~ ' ~. ~ ~ " +lo/,. :!:Oo/.o i~ ,,,..,,.,,I('~ --~~ ~~.,.. % _,., ---1~ r--.... ,.,.,, ~I~ "~ . " : • ' • !I • t ' ' : • • • ~ ~ • ' ~ 1 • • ~ • ~ ' ' ' ' 1 • ' ' ' ' ' ' ~ ' ' ' ' 67 68 69 70 71 [ REDUCED SCALE] ASL Consulting Engineers PACIFIC COAST HIGHWAY , ,. "'"°'..,...,,.,. CU-•fff PUll STA 67+00 TO STA 71+00 l----l----i--------------1---~ LIC WOR::. !!RE,,CJ,.Tj,?'(e ~--J-;;;;;t---;;-+--------;;=;;;;;;---t.:;~~~:f.'Z~4~~8;;'==j-~S~U".:PE~R;E~L.EV=.".:A'.'._:T'._'.IO'.:'.N~D~l~A~G;R;A~M~--l 1--;;;;;;;;.;-;;:::;;:r:==r;;;;;;;;-;;;::=Kis==:-r---,-"",--1---,~~-t),\l£ l!'f 1;1£$CIUl'Tl0N __ OESIGHED OAA---,,, I OESDEDBI' o=>CEDBI' R. ·~~ CITY Of NEWPORT BEACH ,-....:-.,,..,,7JJ-S DM-at' J QC. ll,~ 6/S., AS SHOWN 606. 25 REVISIONS Qi~~ DATEZ ee PUBLIC WORKS DEPARTMENT SHEET 15 DF 64 _,,. _,,. _,,. 73 • ' ' f~ ~~ ,' Lr4160' ~ ' ~ ~ • ,d,t'/::, ,,.,,,,, It&'., ---- • • t ~ ' ' ' ' 74 ::TV.PE.A!'4"L£YJT/4,IV T,,f'.J,1,/6/7"/aA/ ,rd,e,' "' A'<n'"A?"/0...V- --~--"" ------- t • • • t ~ • ~ • • ' ' 75 76 ""' V.!1•/✓0' ~ ' ~ ~ ~, i ~ ' N' § ' ~ " ~ • ~ • • ' ,~-v.e. /ll' v.~ • • • • t ~ ~ ~ ~ ' • 'i ~ • 'i • ' ' 77 78 ASL Consulting Engineers C>ITT:KEDll'r R_!(. ""-' 0,0,~ 6188 AS SHOWN ~ • 41!!10' dVP4'_,.4'~£Y4T/,t)N' 7",AN::!J'/r/a,v ~ ii' t " ~- ---- • • • ~ • • ~ ' 79 . 606.25 rc-•rro' ~ ~ ~ •' ~t ....--/"". "" -~ • , • • ·~ ~ ~ ' ~ ·-• ~~ • ~ ~ ~ ' '' 81 82 [ REDUCED SCALE] 1--+--+--------+----l !l){J)U, P'UIIUC 'IIOflU DIUC'ltll't 1---+--+------------f--f 11,.[.NIJ. ~r. .. I.», B,'2'4, REVISIONS PACIFIC COAST HIGHWAY STA 73+00 TO STA 82:+00 SUPERELEVATI~ DIAGRAM CITY Of NEWPORT IEACH ""-"7!1·..J l'V9UC WORKS OEPARTWENT SHEET 16 r, 64 @ cy#Yff PATA R•tB.00' ..:1,-tJt;,,•15•.:59" ;.; :.r::,o~, - P',f'()PCUR8 □ .STJ?UCTV,IUL SOI//ATIOH ~ ~TRVCTQML. Mt:.r'Fl"- 6iP~.{ _.,1,/Li E_,.,l'7.f~P.~r MY t/N/T AFTAa. NT.5. FOR HO~LI!! NOH£ PAR-'f R~(}-UCTl(JN ( IN.I-. CRAIN~ _ C-NNICI.} .5/!i! ~ e1-eqA ~ ~ r,,4.(:£ orrH~ l'TX)T/NG coAST LJET.4/L A N.r.~ ~ - A A !"OR C'ONN~C'rJON OF &.0C1' -LL TO PROP06ED CHAN-L. ,54?/!!. Dl!rAII. A H.l!Rl!DN. (TYP/C'AI.} •• ASL Consulting Engineers //Ju r: ,i Et'/-.. [ REDUCED SCALE l W1WM E.IDIIIETT ----_·· ___ --_,-_-------·c....--·::::-·=-=-·-_:-:-==._---:=:,-~;.;. -·· ·----:--:::_~-------·--·-=-··_--···_-=:_:=..~-......::'~ HIGHWAY I .,$,& :; __ tc=". -~ ----~q----------1 -· ~CNIC'·C ' l - aaJu.. PUIILIC WOffKS IIIRE'.CTOR 1--+--+------------+---l llf. ,rao~ ~ g,z-,. '8~ ---------~----~ ,. 't:'tll'ur' IIF •u,.t-M;- -$Tl61.. _._ Oll,f/fil,.J~t••· 4:...::,• d'_,,,,. l'-1# r--,• •• , .. -,.·-r e-•• ,. • ... r ,._ ,.M &f! "'""r ,,: "']_'.J::':..%-._~,= ~"- Z'•A ~· r-• ,,,,. ,,.,, -r~-,.,.._,,,,. ,. ••-dtt ,.. _,..,. , . .,, =:...=:t:,~ l ;,,"",,tr_~ ......... ,,.,:;. 7YP/CAL -,J'ECT/0,V 01" . BLQLJ( _WAU. PACIFIC COAST HIGHWAY BLDCK WALL LAYOUT CITY OF NEWPORT BEACH PUBLIC 'M'.lRKS OEPARTMENT SHttf (7 Of 64 --- .. .. 07t'dO I .,,,;,:_,.,,, 11 7/,...!!fO I /P~-57' I 74,,-,,00 /~.!'.//' C,.7,1-5°0 ' ✓~-~0-11 ,,,.,.,, I /l'!P?6' II ;;¥, ... '50 1 ~l'J.-o' ,:i.lJ.,,t;,D I .,.,,-5. or II ?Z.,-so 1 l'rr: .,~, I .,.,,.., ,,~,a- t!ill.,.-!50 I hJ-!J.dO" ii 7~PO /64.70" I "77.,60 I ./5/.Z7' ~.,.,00 I /0-5.00' I 7~.,-50 I /37.rz• I 78,..H l ✓"!T/.II'' ,:.,-,,--50 l/e>5.eto· 1174-,,00 I /411!:'5'~' 1 71>''50 l',,-✓.ZO' 7Qf>OO I /tJ~.,u,• ll7,t/l,'-5ZJ 1.,.-,,.~, 7,.-ao ,,,.,,.,..,,~- 70-,,,,!!fe} "~-~o· ! 7,!!f.,.ap ,,.,..,. ,6,&,,' 7/.,-DO ,z: :,,· I 7,s.,,-50 /"5/_44,,· oono_.....,. =--•l'lf ]~ " ~·~~ " ~-[ • ~~t • " • \~• ~ ' ~ i • ~ ' :~ • • • • H ' ' ~ ~ ~' ~ • ~ii ., ~ " PACIFIC " NOTE.- ,t;a,frtJ RA/£ a:;.vNECTA;:l,\I P6l<""ll70.P~AN$' OE'r.'IIL Bl'l'-.:5-,t. ;fl-,a,,::F~ /'1$ A"'.-,,P411& .0-'?"AAl'e'E r.-f"'d.-"1' .t::d'"Al'TE.,.,...t:/,-VE ,,J?e'.#. Td T,,VE ~CPP~ ,£,,f-r:,E~tf!!}VT" (!.✓Nd" • .&"PA" .::"-'""!17"R~77P,-V 0.,#" -'4?4.t:Al'.JN✓t:'.4.!..!.Y ~TA.8/<!/~~P £JA"TA/ ~Y'!:S.rEM _,.,,..H .N~':!,PEer TO rH~ ~PtF E~.,A,?d!'A/7 ~,v~ ':Se!:~ '5',Ft:7"/PN A-A. $#~:r ~- D -.!/,.,/~ P,F W,!!"'",&,e-0 .V/,r£ .MAT :5;:;,pAP5 ~,tf",t!" '$C...,FL'V~, 047'""A/,:.,S a,v-,sN.,-e7"/-:, ,:,,EJF EMYATMN #N SNE~T .N6 ,:-:r ,.J2 seen-.::i,vt:t<: ON $HT.,,, .,:'~7"A"'Ut:'7"P,:;,,;t'~t::r/,I/IA/.#...,, ,, Ct:W'S-'2"'o~T t.~6 .C.F M~,J';/'I,!. ~M ,:;,t:/.4~0 RA'/,!./Al'(S ,WC.!VO/M:ll' Ofl!IUF ANCM:M;' ..-£+#.!Y f.#lf'4H,r/f,V,4r-.rr,,...e A,) r".FH ~£~ .$7b. A-7':IB~ ,,, _.,.,.~ ,,,,A/0 4//•5?. " ,. COAST 9TBrS S'U.ff DZS:IGH' FOR lll!!au.x:ICll.LY S'f'ABll.:In:D ~ :tS tlll'DER Lia:lfSI: ntox THE REDa'0RCED KARnl CCKPAHY .M:CDRDDfG 'r0 ~ ~ 2.7 llA'l, l.976.• ASL Consulting Engineers :Sl4U ,u~ 606.25 REVISIONS PACIFIC COAST HIGHWAY PLAN AND PROFILE FOR MECHANICALLY STABILIZED EMBANKMENT Bridge Na. ~-644M; P.M. 17.92 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ~.Jl-:.5 SHUT 18 Of-64 '711~ 0,-.MU. EIEY. AS' SNd....W- ON frA-4' SNFC'T .?.Tr ,. -.------,HH-4-Jdf-_L ( Tt:V' ,!JI' &..!VEV~ -"u:> £/EV AS' f/lPWN ON $Hl'.rr' A!5 (TYA' """ d".l'OitM<Y,) SECTION A-A STA. 67+00.00 TO 7o+30.96 STA. 71 +63.18 TO 78+70.00 N.T.S. TOP PANEL INTERt.€0tATE PANEL BOTTOM PANE:L -·"~=::::::::::::,-i:,-: _,..o,=:-:,.;;r•· . ,;:.~.,-:..,.,..'::,_, -•=c-u••-·,--.~~--"""V--------c, ____ .,,._.,, ___ _ ... _____ :...s.r.-.11.r,s ___ ,:•-.., ,..,.tt.n:,, ____ .,.. ___ ,..,._ --·,-----· ..... t,....,,.,, ..... .,..,._;,,,,, ___ ~. TA6U: WfUIC'DW/1!£ M- *'f"()£1t$1TY W/I/JAT3 ,, .. ~u~ -~· o1••·-. -~· Df•• YAll'f.S I 1 w«=D w,~ ,.., we I';.:._ ,N?"""'9t!:I ' ~~~ 4U7'T~A"Af'A"" CA,f.nf"'..-fAd' .:!r7D. 411.-, ,M,-a,,,,,( J1",1';J/fd/-Z&P 4'A.ln':N ""'""" ~,e ~/.:@ SECTION B-8 '7)?"!!'"AZ-8~B _,,,,,,..,,~ ~n#/!A,IV, ,n'P. ,,.,..,._ •• •'#~,::',fl'A/'N'.llAIK F'.e-N~F fi¥°.A'.::'"'N~ -.rr.a r"•/tJ --12 ORG 001 ~V,!T ntat~ ,/,#"ND ,e,;v"-,Ml5-1'!J't.~J '57P. BJ/-61 17.4/ 18.I ~,AZ-IJ~ ---~!f fl,7P, ,,ya-A. --·=-·":' ... ;...=---1..y·. '-",,-_~-,--,---,-.,..,-~~--...:.=::::-~._,.,~.,~w~=~~:!.,,:::,;..~ ... :. · .. _. --~•-~.:.:· :~-.; .. : --.=/.r:·r·· -. , , WF.t.&/IIFP W/,_. MAT/¥'Jle' l;l-1;1--\---L......r.~@ ~,:::,:: d<7Tn!'lt' ,_ (',U~-"= 4$-, ·.·.,,---·,I> 19 64 STA. 70+60.00 TO 70+90.00 N.T.S. SECTION c-c STA. 70+ 30.96 TO 70+60.00 STA. 70+90.00 10 71+63.18 N:l'.S rAONT ELEVA TIO""• F"ACE PANEL (D n.,..,,..,.,.._,__._,,.,,,.,._,_ol'_l_r_ ~, ~!:-;.:....:....•,. ~7.'~~·="'.;::-.::=-J' = (orf-<Hna;ti/. @ ,,,.,..._.,_....,.. __ o,,,;,.;....,,,,.r,1t•_,,,._,,, co""-'-""''· _,.,, l'onel ,...,,fo~"'•"I _, •-· Pr,_,.,,,,,,,...,,.,..,,.,,11;.__,,,.--•-~·- PART PLAN .,, __ ,..,.,.,,,,. c-.-.-.-..,.,._..t" W/1•6• Nott,: Pr,,,,./ ...,,.,,~me,of '10f ll>o-. @ Di~aa,..qo,in,d'lo,..,.,..if_,_,.,.,_~_ WeldadM,,. ....,, • Co,,pl•,;----•-f Wto~• © c.,,_.,...,..,.,...e-,,ri;,,,;,,,pog.....,..,-_,__,,,., .,,,_~.,,,_,.,,,. .. ,ol' __ ..,,,.._,.,,_,.. ,,,_.,,.,,,.,,..,;,,g;t,,.,_,.,5.-,c,,_,...,.,_ _, .!/ ______ ... ___ _ SECTION e-e llfLA!pllllll[Ma:S"'711 lf ~ 11'/RCS SECTION lill-•·B --"''!I""" rP/@1-.w,aj ALTERNATIVE v,£1.DEOWIRE ""'T ~CT!ON DETAIL -----•1•~- ,....w,,-----r-~-- /..,,.. /"T""'!!J, ,.., .. , .. " ... ---, .. ) -"--~"T!,,,-l--_f=+_;-,.;,:::=.------.------· _.,,.._ ,:.,---=, ,.,_,, ,r,;-.o ~"t+-!!C'' <S,-,,0 --~--· 70~"1"--= 70+-G.O -ro<-es --... e,s-7,-=, -,<SO 7z.t-"t0 ··7z+"to ---- -= ,...,,., • 7~+CO -,""'° 1<-+&:> ..,..,...,, --. 7e+70 ~- • 8 ' ,o /8, z•' zz' ,z' 0 • ' 8 • /0 ,z' ·-~~-+-i:-.--1---- "'"""'"-) WELOCD WIRE MAT DETAIL \__.,,_:~·,~:::: .. : :;:,=: /•1' .o:.,·fb,--1'1. •J• __ _.. ··--··-._,.,,.. •i,,.r, CONNECTOR PL,t,.TE DETAIL --· aal --•••~. 1•1»..,. --••..-:,.J.LI. w-. •-·-----· t••• ----""-••-1 tr ·--a-,,-.. --· -------tr•--<S-.- ----•tr•~--rs-.- --•IJ---f"'••---~----tr •--nm.-•-I PLA!\1-FULL FACE PANEL PLAl\l•HALf' IC.ACE P,t,.NEL 4-FOE M.IU..~ ,u,ll,.E,. ,.,..,_.,- /W,N",arrtl!e, 1 .5R. ~ .... ON ~rro [ REDUCED SCALE l WIRE MAT DETAIL ~ -~£:i..n,Mt'q,,a,IS ... w;,,,,,,•-,-11, WALL '1'BE COHTRACT KAY SUBS'lTl'OTE ALTERNATIVE EARTH RETllHDfG SYSTEMS PER 't'HE PROJ!CT SPECIFICATIONS ANO TRI!! ALTERNATIVE SYSTEM PLANS OlNTADlED AT Tm!: EHD OP THJ:S Pl.AN SET. ~~~EL DETAIL GD -T!llS Inn: t!ISicat !'01t JIECDll"Iar.I.!' snan.:r:ao ~ I.S 1J1fDD LICDS:! n1CK mE Rnlll'OtlCEO UoR7'II CCKPHY ACCCJtDIBQ 'tQ ~ ~ 27 DY, l.976.• ASL Consulting Engineers -~tt2:✓.;,~.,c.tf:..4-~ ... z-t ... ~·1t.1:.=:: .. '_,-='-- W1WAM E. BENNETT Dlf-Dr-='-· --~..-J.O.C. CHEO<U)r,• -'~'""---I DlTE 6/lJS = NOT TO SCAL.£ WELDED NT.S. 7§ 606.25 REVISIONS _;, ______ ,.. 1;,r,.,._, ___ ~------...... PACIFIC COAST HIGHWAY DETAILS OF MECHANICALLY STABILIZED EMBANKMENT Bridge No. 55-644M; P.M. 17.92 OTY OF NEWPORT IEACH PUBLIC 'IIORKS 0EPMTM£KT R.-557~-s SfGT 19 QF64 i f------+-----+-----+-----:--1---: ' ' "i / J••s~ \..trff//"9 Aid j!J JI \..~.,~ ,-•s,i.~['.-~:!-41111..==.-,==b• ,.._.,_ _.,..., ~ ,,.•sc.,.,1 ..... ,,.,.. ,_,-,,-.,IIM-'-.Nolf_l_r. ,.,, _ _,;,..-,.-,.-. =t¾,'!',!o/,~'°'-------,.. :•··,... -..... .,._,_.,,.,,. ~-..... PAftT A[Alt £L£V.I.TION llll'ITH CONCRETE BAAlll[A , __ _ 1-1 r-e· z:o· ,,,,,, ,. DETAIL .. tlf"•J'4 .... pi, •• -••-----+-----•-----•-----•-----< - ""===="=====••===='====='=-•e=f • !.e: _,..,u ____ ,,,,.o_,._ '-L..,.l"'fl,:,od C(TAIL C ,.,,.,~_,._.., __ .,.. _, • ...,.~,,..-, •. --on,,,-,c: PART REAR ELEVATION -HALF PANEl..5 ~,_.,_ ,,,_ =i, ---·-•p,,,#,ft'- --I-< _,ii.I/ __ .. .,._,_ -,~_., __ ----•.-'o.t.,,a' PART REAR[L(v.,i,TIQN•H.11,LF PANELS r ,.,., ,. O,,,if----~- -· _, -Id _,-lir:t .,;ti,•-lo ___ , ,_ ,,_ _,_,_ z.o..,;,H,,·•-,;,-~-----J'.,r--.-.-,,.1.,. __ .,;,..;..,.Hti,,;r•~---'· CQU6Tl!. TJ/4IJI.AI! JIAJ/0 r.#ILJl/6 P.i~ CAL re,,us Sro. ~11-~t ,,. 12 ORG 001 1?4/18.1 S"9fl Te,•I ......... 20 64 _,,,,_,,_,_.,.,.. ____ ,_ _,._,...,_,,,_~·.s--o-_,,_.., _____ •.-'--· _, _______ ,. __ _.,,/;~---,_.,. _ ___ , ... ,_.,_,_ BARRIER RAIL 8c PCC SLAB DETAIL PANEL DETAILS N.T.S. P.V.C. DRAIN DETAIL@ N:r.S. 20 •• , .• •• •---T---~ -IJICl,----..-o ~ -, ~ taJno,~"""c~~ l.-rs,,,~~£ .. C11'"1H '--11'0,---l"CMIL EARTHWORK LIMITS N.T.S. _.,, ... ,.. .. ,..s.~ ,-e,/1!. -...... ,__...,, __ -mx5 SDn .CCSIC!f l'tJll DCRIUll"CllLLY ~ DIBIUllC!IElff XS tnrrm LICDSI: ntOK 'l'EE .ll&IH!ORCtll UJttK cx.lPUY .I.CCOal)IJm TO aGRKDIEll'1' DA1'ED 27 DY, 1976.• ASL Consulting Engineers _;./t.i-«: ..tf'.....11.~,.j!c:tl==··, ............. _ W1UJAM E.BENNETT -•"-""'---°""_... J.O.C. C><Et>Q'g.,_,I<~. K,.~--t l)O,T'E 6/BB -NOT TO SCALE N.T.S [ REDUCED SCALE l 'nil! COH'l'RAC'l' KAY SUBSIIIOIE ALTERNA'r:rVE EAR'tH RETADIDfG SYSTEMS P!!R 'l'HJ. PROJEC'l' SPZCZnCATIOKS UD THE ALrERJIAfiVE SYSTP;M PLANS COKTADIED U 'l'HJ. t:an 01" '!'S:IS PU.JI SET. PACIFIC COAST HIGHWAY DETAILS OF MECHANICALLY STABILIZED EMBANKMENT BrldQI No. 5!5-~; P.M.17.92 aTY OF NEWPORT IUCH 1<-5579-s P'UILIC .. KS 0EPMTVENT $.,UT 2{) o, 64 1 t: II l DETAIL A CONNECTION AT STA. 70+30.96 sat..E • 1• • 2'-0" DETAIL D SUGGESTED PANEL CONNECTION AT ANGLE POINT CTYP.) N:tS. .. .. .. .. .. .. .. --- .. . . _ ... _ .. ---J=r=9~t::::::.:::l:.-;.:::::~-~=;~-___ .,,_.,, __ -~...!:7..:'!:':, ... i: ~_.,, ___ _ 0'&111" ,;t.C"".TIQN INSPECl=!ON WIRE DETAIL ~ N.T.S. L2_ -__ ...,.,.._., _____ _ _____ ., __ _ ....,. ___ ,,, ________ .,,. __ .,_ .. ___ ... ---------------------·--· ,m;n:,oo ,._, =ms--___!.:,_ . - -, .. _,.,, __ _ _,.., hKPET,t✓~ # lflll"£,!JN .. DETAIL B CONNECTION AT STA. 70+69.77 SCALE • 1• • 2' -o• CONNECTION DETAIL. ... --12 ORG OOI "-lllleo Tol ■I "•.lffl 17.4/18.1 20A W...V~.T/4,V ~, ~,,,,.,~ bN<!!""-~ PLAN DETAIL E START OF WALL AT STA. 67+00.00 DETAIL C CONNECTION AT STA. 77+03.96 SCALE• 1 •• 2'-a' t4'SCH.ao ,,.,,c YEIV1C41. DOWNDIZ4NV ,-,p. ,l!l,/T z~ ~"f/lJl"ORM--C~-61:1 •8 HOI-IE IN FAC'J! -NII. 4'7TTOH P.,,,NNJ!l. ,aoo N.T.S. [ REDUCED SCALE] CURB-DRAIN DETAIL 91'!IIS SDD D!!Sl:13 !'l'.IR lmC!Wll:c::u.LY STAmLllZO l!IIBAJID!!lff :rs tJlrtlD. L:Ic:DSE ntoll 'rBE. Ri.lJQORCZD D&:m am'.P.ul: ACCmDlllG ~ J.G1mDID'I' D&1'EO Z7 DY, 1976.• THE CONTJIACT 11AY SOBS'1'TrlJTE AUl.'!:RllTrV! .EARTH RE"l'ADfXMci: SYSTEXS PER THE PRO.TI!:C'r SPECIFICM'IOHS 1,HI) Tm!: ALTERHATXVJI: SYSTEl!I Pf..AJIS .CDN'l'ADfEI) A't :1'Bl!: EHD or nns PI.JUI' srr. - ... ASL Consulting Engineers ,.~a,3\/-1'1!-lQO ....,,._ (1"'1<!!10!!1!Zi PACIFIC COAST HIGHWAY ·OETlULS OF ,fd, ...... ~ -SKMZN ~ -MEN!" _I).,. J.; _.. AGL OEacmn RK- 00,TE 6/88 -AS SHOWN 606.25 REVISIONS -· -·--~ CiTY OF NEWPORT IE.lCH =1,-.s = ~~ PUBLIC WORKS OEPARTIIEHT SHtET20A°' 64 t-+..l'1.· 0 86 BEGINNING STA. 67+0[00 1-1-,1 \ 12 ORG \ _,,, I 001 I 1?4/18.1 ---i:::~--it-----------------------------~---------------------------L=a&7.50' • z:3 I! rw_ PNn.----------------------------------------------'---------EL-22.3<-----;I STA. 67+34.86 BC STA. 67+41.53 ""-_. t: G!IQ..15.62 2.564 =w .~ ~ ! A A A A A A w..J '/ _1!g_ I • A I A I ,. I A I A ' I A I A A A A A A A A f----,ii----f---,~----1'--,,-----1---.~--+--,,---+---.--~ = ::, A A I A A B B B B ll 11 ll B B JI B ll B _J:3 ll j ll l B I ll I B ' ll I ll I B I ll I ll I B 11 ll JI B B B B 11 ll R • B B G~ I B I :S ll I 11 11 ll I ll B B 11 11 11 B B C C C C C C ~w AN(U PT. STA. 70+30.% ' AIG.E?T. STA. 70+69.n ,cw 0.. 10.00 Vl C .'~'iii'",~~Gw. J 1/~.so;.ANEL------+-------------~-~-El.-7-.. Z,-,.-.i,-7---------------------------Lc225.00" • 181! flll PN£1. '"'-L -1, '"'~ STA. 70+58.58 ., / !_,_a.. 6i. El... 29J7 STA. 71+67.60 2..llOI 2.00)! Iii, El....24.00 6!. EL 2l3U A A A _,.,, / \ • 19.000:_ ~--,; ~--·---+------+-----4-------4 / 2.56 4 --:--,-B B B B A A l..£VEl. / STA. 72+06.45 GB. El.2'4.00 STA. 72+58.73 0,. "-"" B B B C C EL''°" . B ' • B ' B C ' ' B C C C 11 JI JIB BB 11 A A A. B B B B B B B 11.:. B B ~ ' C C C C CCC CB JIB BB,;- C C C ~ C C B.,, B 11 B CCC CCC C CC - C C C C C C ctll;i" C C r CCC CCC C CCC :! ~ ~l/2 PAI£!,. LENGTH PLACE INSPECTION \/IRES PER ll£TAIL 0 . LOiGTH " 125' :t 112 PMU I b-E ~ [;J.,, ~-..:::..c===_:._ _______ c::::c,,::::.::c:::..:::::.::::.:::.~'-"!!><---'_:::'.'.:.:_:::::.: _________ :.::_.:.::::_::::::::::__i e~ ~~~ I lt&ECTIDN IJIR£S rn BE !NSTAU.£D ABOVE f1N1SICD lil:AOC ™ f"l!IJIT a: \JAU. 5~~ . ' ' e e ' . ' ' e e • ' ' . C • ~ ' ' B ' • B B • ' ' EL 1'00 t-------------------------------------------------------L=300.00', 24 t flU. PA1£1.--------------------------------------------------------<1 STA. 7J+11.49 '-.._ EL 113.85 GB. EL 18.30 l:TA. 73+U66 ., STA. 74+!8.17 STA. 75+39.4c STA. 75+93.SZ ~ / GB. EL IG.BO GB. EL 16JJO GB. EL 16.JXI GB. EL 16.TT 0.. 17.&3 A ~ / ~ / L.£VO. / 1.544 "' _E£.. • A AIAIA AIA A Al A AT--..TATATA IAIAIAIAIAIAIAI • B Bl1>IJ1 BIBB BBB JI B 1 1> B n1,1u • B B•31 O 1> R101oiu1n "•I• ,,;B ft ill B olol1>lolJI B•~ EL 1""1 ANG..£ PT. STA. TT+01% / ~ A A A A II A AA A A••"" l) D D D C C C ' D D D • ' ' C ' LEGEND 6 x Wll --·-~-6 x Wll 1> 1l ti 1> -B ti • • ,, D -B3 B? BBB BC •BBB BC CCC C CCC CCC CCC WALL ELEVATION ' C C C C C r M.t!BO! IJ" -nDEII \lli<r MA TS P(R l.CVEL. IJ" fill L(NGI'H PNfl. "'"'" CONTRACroR KU S0BS111\JfZ ~ PROPl!Irm SYST!!ZS AS S110aS <a SHEl!:rS 65 fflRCOGa 7& OF m:tS ......... ·• • L•IS75'1END STA. 78+70.00 J I! IW..f PNEI... 0,. EL. 2820 • • ' ' ' C 0..10.01) ' --+-1 ' B I El.. Z2JX1 EL Ill" 0.. 14.00 NOTES ; 1. EARTH REINFORCDlENT SPECIFIED llIDICATF.S THE NUllEER Of nLDED TIRE MATS FOR A FUU. LEVEL OF MATS. TO DEl'ERMINE TIIE TOTAL NUllBER OF m.DED WIRE llATS REQUIRED FOR A PARTICUW TOP PANEL SEE .DETAIL A • OH SHEET 20. 2. THIS Sl'ATE DESIGN FOR llECHANICAI.l.Y STABlllZED DlBANIOO:NT JS UNDER UCENSE FROM THE REINFORCED E.ART"d COYPANY ACCORDING TO AGREDlENT DATED Z7 MAY, 1976. 3. SEE SHEET 1B FOR PIAN AND PROFIIE.. ( REDUCED SCALE] TB!! COXTRACT MAY SUBSIIIUIE ALTJ!:RltA'rIVE. EARTH RETAINING si:STEKS PER TB!! Pl!OJEC'l' SPECIFrCA'r:IONS .lJm TB!! A.L'I'E:IUlA'l' SYSTEM PLAHS COHTAIHED AT TB!! DO OF 'l'HIS PLAN SE'l' • l2os I &4 -.._,-" 6 x Wll -~' _,--4 x Wll (12) (18) (24) (18) (24) 6 x Wll (12) rm: "I LlJIGITUDI™L J L SPACING IJ" TRANSVERSE ASL Consulting Engineers f.{4/ 6 -&-:= ., ., ... 1---1-:+-------+-1 a:12. u.. PACIFIC COAST HIGHWAY \llRE Do MAT. i11R£S m HAT IN Jl«:l-£S. __ , _,_ 4 x Wll ILLIAM E. BEHNETT OEaDn BPS I 1111'11: 6/M T -, I --...... I PUSI..IC -0111!:t'TOII B~-, l?BOfi .. ff REVISIONS DETAILS OF MECHANICALLY ST.UILIZED ElfBANKMENT No . .!55-"''uM· ~M. 17 ...... OTY OF NEWPORT IEACII I "'~~-.s PUlllC llf0ltfCS DO'MTIPT I~ 2080, ~ UTILITY CONTACTS ( DE ANZAI \ AGENCY ..Et!Slli!L CONTACT PACIFIC BELL (7141259_4487 TELEPHONE CO. PAIGE BLOUIN JOE MORENO I f ,,.,...---- SO. CALIE GAS CO. SJ. CALIF. EDISON CO. COMCAST CABLE T.v. (714)634-3115 .. :·, ,.,11\'.'', FY~~ z,.,,4 .. ~.o,.,c,,:u:> .A¥~Ao""",r M:77£: ,P,<l'OY/0,£ E~,t:' 3£.RYk:'£ .l°?)/1;' S/6W$ I ,,,DJ!,4,V'72'",E'S ~ SPEC/AL F"'J!FOV/4..oN..9'. I I ,l +· I I I I ~-' t t --7' ; ~\~'---"'~~-~"~' -~~ ...,----• __ ....... . ~~,~~ PACIFIC I -R,e,,,,,PyE c.,rl'$r A.(!; ~.-n-' ,_ ___ ,_ ,.::,,-a-o.s:>· .,,,,_,::, ~,D,::"",'.-<7" $4"8T/,:,,V \ \ --«<--"T&MI': ffNU --1!)---,PA'"~P.:"~4"~.Ar,,,;,,v 1 ,,.. ;;':. s,tt •NT.•• F ==-:::::=--=====--=-_______ SECTION N.T.S. CtJN'~T"Ruer A:!:!' A.c.0.SD' .v.r,..df) -,q .,,., R~,:. ~-r. I.S'¼ !:. ~ B-8 CCJIYIITRUCT 125. 95 LF ",llc.,.:T TY-N-t;. C'uJt•.f' GIGJTTEK -- 12 To1a1 s ...... ORG 001 17.4/18.1 21 64 o.,:.~.4 . .1'4. .!IK-L"5A-7'9 #«-. S'5.07Z ()JV TNC S'OdT#~/f'.I.Y 4/0.e' ~ CdA~r HWY A4.!:JUT 0.5 MILES .FAST ,e;,..,-n,,,!' Nld#W'AY ,!!l,Jf'/p,:;,E dY~ NR'W-~ 8,IIY, 4.4 F'T. ,S,,CK ,:J,F t::.V.K'8 l""ACE, 4.V TN~ IYE$T Ca,,(',V,!l,l!' ar ,,4 '-'r /&T BY ~• /=T. &,,IT"C'H ,4""5/N'.. CPK8 .F",k:,F /~ Aldvr ~ Pr $dVTH t:!~NrG.<'UH.F d.,,. NW'Y. = =-=:;;.:.c:..":;:: ---=.:::-=.:::.:::: i-',.•"--::: --,;=-- --""v.._}- '' -~-=--=-'""_\~r.-~~=--=£ ~~ -- 'f,,1 <r• I I COfol~TtzrJCT /04.i!O l-F ::,Et:T,o,,/@_ -- $~t:TIOH® --. ------------------------- OBt.. BOX --r1.r,t.,r,,.,.. IN~/N7Dl'a ""=v-,:~.!Y,UJ..l.&F ~EA'U,,li!:l,U~ A:1.A-..ft>IE.0,6Y~,86. QJNT-e#C1'17Jf" ..5/ULL ~ 06TIN6 $EWEK .45 KCQVIKFP lllll1/ CIA>' :STOPPER$ --~ ~ zt?l" 01" 6:1'"4':}. .S_.S, ~,Af' ,P(l,6,i!.IC -~ ,_v,:-:r,<4¥. ., /. eevrt4 LIi/£ ~a.: ~ ~A/H~ e.M&VM!"L t.s ,AS sMllflV (J,t/ C...V...W-KG4'" s.R-~ s,,n: Z4 4-. "";'#£ a::w»e,,fen,,e ,:g/,IUL ~PINATE° Wn,i AU. .F.!:t~ M!U!IZ4HTAL ~,t"P,! OF .,........,.,.,,__,.EQ MQ6/l4" ,4FFGr7rP V77U"TTE-$ 7Z' AatJW' APie?i'UA'Tt 77.Mtr ~ ,,,,~K, ~CAPWAY RCAU~AIAlcNT, s~ RJ,l? 77-/G" UT7Ln,I t:°t'MP,4NIG"-$ 70 ,MdO/FY 77/a~ 6NEeTS ZS I ,er., F'A:IL'.177&"~ W~/K nllrWd,RK UM/'1?r_ 4-a,ur,,eAC'ZU! .SW,,,~ /LU,$ ~LL c.rtsnN4 &. C/UNNEL E,IRTNWORK SJ.UL BF CdNPUTFP ~ RIY ur1ur1es W,1,//C# A-'C AtJA.t/lJ.!U/£1) /,I,/ .()C L/MIT .PD:IIL PAI ..511£,FT D. ~';;,1ff~-=SAf%A/k4~~;;.6<ff"P, ..... .:,,W,W,MS ~~ Ged8&'-'"':; • .W~,_,..,. ~~ SM4'"~L'. U77L'.ITY C~,'A.1/Y ST-"'Al,PA~D.5"-TH« AeMI-#ROYIOE~'.#l6HIEN~CN,1,wg,v,e-,<"c"M:'EWn7,IM6#¥. S 'CHAIN LIHIC F~NCt:. SECTION X-X PLAN _f.:_--s~ ~-=--=--= 'rP.C.t:!. t?r?.) SECTION Y-Y .. TT-A2-8 CURS,t 6VTT£1l y ~s---.- ~-·--~7 --============ " PACIFIC .. ~-,,. ·-Cllfl•4 6VTTER. ., c,• y ll------1---..JJJ.--' lNO~ re. S£1! DETAIL A .weR¥DN F0.11 ~CTJON .£•.Jt; Y-P'" '\ '\, \ o~:~L e \ I -.,.~1-; ___ ~------- . c:, ' CON57P A2•C:. CV~ ~:;r;~1:.,,,, \ PER CA 1;'RAN$ ,ST \ ,r •-::::_. f ' , :-1 (_ . f,1 ,.,c\t~ ·2=-~ =- . ti'!,; ~~ ' z SECTION C-C N.T.S. /E §t!:C 5H£Er' r'/ l""P-K PARK R.:fi::'D,V:,;,;117.VCT"✓.::1,V 6,,!!;IV6e#t.. N..,,...~'6 ,r ,w.orN .5~L ,6,F CHANGl!!'.0 :n, MArCN GK/Sr C,C5$ t::V~~AfA,'~~ 6>' .FMS'/NEE,c" " HIGHWAY .... 12 00G 001 17.4/18.1 22 64 nF' AU-~a,.wv4"<:n1 -y A.01' ,!!lE ,!A8£L-£D. C"C""7R'-4Cn:,,q S,H,1..t. V,JA✓FY ~ ,:,:,,r / c-c.o ~ = A4'" n:> t,,;f'"/Ll'T"Y" rY-,.,,.,,D C'OlfT?NVE.0 S'-V~e,v~. A~~ 4.t::,e,.,-,t::",e4',•,i,u . .<. ,!J£ RE·es"T~.5'#£0 ,_,...--....._ .P,f!:>W.s'A::'U.9 (C~. f' ~Q4.} ----- -~ [ REDUCED SCALE l - ,I?.,;· A2•1JCU~IJ ASL Consultin9· Engineers it:,, t/ ~ RF>a ~c,2 SANTAANA am~nt-111,1 _,1119,~ !---+--+-------------+--~~ es<tf~ PACIFIC COAST HIGHWAY MOBILE HOME PARK RECONSTRUCTION I l!:P7T•~_,_-'---'-------------~ , __________ IL DETAIL D NT.S Wll.1.U.1111 E.. B'EPINFTT lE$0El)8Y J_T. C!RA_El'I'_ J.O'C.-· OECX£Dll'I' R-K- o.o.n:: f-lB8 -1" • 20' = -'2 'If ROA O / DRAINAGE IMPROVEMENTS CITY OF NEWPORT BEACH R-5579-S • 606.25 REVISIONS PUBLIC WORKS DEPARTMENT $KEET 22 CF 64 .. .. I ,,/; );f, /~-// '~- ------•• I ,. ; ----F-------------- " PACIFIC ---- --q I ,uve,,rr f' r ,,,,(:!,R,lr., ,..__ / -------- " PROP! C-NNEL ~ 1-L --1 f-L • -'-p~P. if..-A . .e. / □ .i5TVCTVRAL EXCAVATION ~ STRUCTURAL AACN/:ILL I I CHANNEL EARTHWORK PAY LIMIT DETAL N.T.S. ¥ d~£ 'SN~~T' 21 ./l'"dK ,..,AA'K A"'4Z"d~7"A""~T"/4A.I 6.!'N.t:~L. /Vd7"~~ ,VOTE: cvr i D4P.t.tN£S. @ 6A:I @) WAns<' s ROLLED CURB DETAIL N.T.S. ,. " COAST ....... 12 ORG 001 GD CURB Pt.,IH:¥ a..n'.A.c./o~·A.4/N.G. ~ 90,-.. llEL. t:DMPAt:T~ TRANSITION N.T.S. "1NTA!ACTQI! SN.ALL "U/6 liV5TIJl/6' SEW&(! A5 .l!El)U/,('GQ HITII aAY 51't7P',pfF,li! -~--et:77 ~ 4,Z,. ~ -~ ... -....-.s-,::,:,.,.,$T.,✓- I ON HIGHWAY DETAIL --,- 17.4/18.J .,,.,,.A.I.NT"A.IN 9'~TrEH t!T#A-DE I REDUCED SCALE l 23 64 0---- t I BOX CULVERT CONNECTION 10 CROSS-GUTTER DETAIL .-----: __ ] ( _______ L ___ _ CONt:ll'l!F'r~ SLOC,,, IW\LL /:OR 0/!F'rAILS se~ 9HT. IT G'•o" N.T.S. ,. Mv SECTION 4 S~/!!: 5/!!:CTION 4:1 POil llEJN/:QRCEMENT OF ~U.W.PSm'V.E ~·ou/N,l.JNK Fl!!NCI!! PEN CALTIZAJVS ,-----\-11}-vJ~rv-STD. Pl.AN FIO ~I!: $WT'. .E'<rA. !=Oil N.T.S. POST ANC',,,ORAGE DE'T'.A.ILS SECTION 8 N.T.S. SEE :,.Er::TION5 FO.R R£'IN. AND 01!:TAILS. ~•~✓NVA/,t' 4-Ve~ PER l."A-<.T.eANS .STD. P/J,N ,_.,o (~NO PO.ST.SJ .5~1!! 6HT. 24~A "'011! ,06T ANC'N0/1.Ai:5/!! Dlf!TAJL,!!J ,,. 3' (TYP.J 2 SECTION 9 N.T.S. ii' SEC :INE~r ,el' I"'~ ,P,4,R.1:';' A"'~CO~er,t;w 4"C.IV6'?At:. Ndre"~ l f i>'CHAl/'JLfN,< /:ENC/!: PG.Ii> CALTRAN,S ,ST.&! PLAN F 10 /,r{J{.I. flJS'lS/ 12 ORG 001 Total s ...... 17.4/18.l 24 64 .----'i,-,!+-'"'.11,-1\r n, ,,.,eoP ,,.,,,,. •zr ~~o,v~r,<,ff .l. ~ ·I SECTION 2 N.T.S. SU/MP.STONE JIU.~. ,.,.,t:, 4rtJIIT .....-CY<'F.:.C:SJ ,s.,,...,,_,,✓..,,,..,.,,;, ·] ,,,,,,,...,,,.~~ /' t .e--c.· (,' C'N,,,rN U,VL ~e~ Pe.I<' CN..Tt.'AN!!JSTD, J f-:c:c-=~'-f'-JH.~ f;;-;~/~;,:,irs,' SECTION 5 N.T. S. f,'C,-,AJN LJNI< G." F~Nt/!!: PGR C'ALT~ 5'TD,P/.Al,IFIO I ROVNO PO.ST.SJ , .3eE SJJT: 24•A FDR P().srA,•••<:'H,:::WA(3E DE7'AIL,S :l=!!Jl!!C'TION• FOR ll~/N. -DDiETAILe, SECTION 6 N.T.S. ,,.= :.C,'71::11·-~- ,·('r.,P.) P.C. ~l!!Tl,IRN WALL ~! PEil CAl..'TRA/YO $Tri. 4,'r::HAJNLINJ( Fl!!NCE:(TYR) SECTION 3 Slil. $,IU:·rJDN 4 FOR R'~IN. ~· DETAIJ..S N.T.S. [ REDUCED SCALE I -I!! s.,r:r~ ... FO.e R~/N.AN~=AI/.S SECTION 7 N.T.S. PCH, STA.G-4,.13.Go~ -102.~2,LT /II 2~•40 '34',.E(RAD) Pr;:.W STA. ,:;4 .. /Go.30-102. 3/4; I NZ9•<1s·oa•et.eAD.J IT,,-_-,-~ --,--"sc----+--A--,-rf--i Cl.Ill• ~ c,vr, Pt!R CALTQAN5 $'TD, D-l='/0 • '/z eoNT. 5TA.Q4 .. I .G.G.-~ '1..T • tr• '3 J.I zg•4g•;&s•E(R,"ll~. Pr:J.1 !JTA.,=.3•'-8.5~-91li. 1z1.r #28 23•~ ~ .fi>,C-. RETU.fi>N IV.ALL SECTION 10 4-.. tlJJAX L II ___________ _:so,e,,s<X><L." __,ce•a•e•e•c~s'~~c•o•c•=•cmc~=•~---"---j ",U•=c f- PER CA/..TRANE, STD.DW-83--.!f N. T. s. ASL Gonsult..r1g !:ngineers SECTION IOA N.T.S ""'8-.oe<A, •l""1l"J:!·""'" s,,,,,........_.-· (nll'79••m .,....,~ -~ 606 . .?:5 ,,. CHANNEL TRANSITION PLAN DETAIL N.T.S. PACIFIC COAST HIGHWAY MOBILE HOME PARK RECONSTRUCTION CHANNEL SECTIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEIT 240F64 I ! ; .-~- .... ~, ~ \ ~-:-~~ ~~ ::2-=-:-_f:at_ •. .···;.· - ·---~ .... I I SCALE 1"•50' i1 "a :( • ♦ . A- • ~ ' y.ij / ~ ASL Consulting Engineers //;n 1 A 77ff1f-• • 514~2 Wll.LIAII ~-••-n .T BC - C>ta:ll!;DS'!' R.K. C>On: &'BB AS SHOWN . , ~ <2011-,1'112-;ll!III SN(TA-(TI01f1'-1~1 606. 25 12 ORG 001 .I . l"<,11 Kll•o TolGI ~r•J""I 17.4/ 18.l !""•I Tor.i No. S•u,._ 25 64 -~~ ~~~, ' ~ ,-. ' ·- I REDUCED SCALE l -1--+--+------+-l t.3.0. JU., """ .. RMSIONS H.H. PACIFIC COAST HIGHWAY MOBILE HOME PARK SURVEY STAKE-OUT PLAN arr Of NEWPOIT 11UCH ............ ...,..,_.. ~79-s StlllT 25 OI 64 I ·i ILi > ls *::IOIN LOCATION 71:) /fJtf5TIN9 -LL 16 APR06IHATE ON.(.Y CO!fl'QA CTOR $HALL .;'JDlll'II Ad Olll~CT~ .SY TH~ -8-~l,r. PLAN DETAIL INTERSECTION PACIFIC COAST HWY/ BAYSIDE DR. \ .. BEAM SECTION ii::=:--::.--:~~~ ;~:~;~1':~. ":~Z,11:1.r ir.:1=-=---1,f,lf.l E~POSIP COURS~ A.0"'21" &RADE. ~~ ICU.~ ~ C'OA~E dR.olV./f'L PE# UN. l"7:. ~ WALL. .. G, &ARS a»n". (TYR} CONCRETE BLOCK RETAINING WALL N.T.S. ,N.T.S. .$LI,,_,~/: lilLOClf RETAIN. ,_.LL SEE DETAILS H~Peo,,I ---J-, IFLT.•12.00 I ____ _J /£LT. •,0.00 12 ORG llEIHFORCtNt!I CONr. ·-·· 001 ,._ .. ,on Tct•I l"t•J.:~t 17.4 /18.1 S,._o, T....,, Ila so, ... rs 9 •• TYPICAL CONC. CONTROL JOINT SECTION A-A; STA.158+95.88 N.T.S. a:;JNsTR. /04.eoL.'- N CHAN,-,CL PERD ILS ON $NT. 21,124 ELr• ;EL••I0.00 I a/.'7:/~.,rr. a, COA•e..-•RAlo'EL --4 5A"5CONT: {TYP.) -~~ 14/';,c ,.12· .,, .. @.uJ"• r R.C. RETURN WALL DETAILS _____ \, §{i~f!°f::"· ~ _ 1ca.,,rAJ,-,~1,1c, ,,.4'/NFO•C/f~,n- 1"\..A.C.llii: 8,1,,1,JO l!A.CK.FU .. .1.. e«TW~ UltJTli:L.eEAM I. ,aJ,,JOl!!,O)(.c.uL.VERT" ASL Consulting Engineers ~ ( &r arr= ,. , ,i•n iJ'.w. E. SENNETT -~~~~T~--, QECICED ... R.K _,. A.R. D,o.Tt 6/48 -N.T.S. ,.S,l,Of",... ao,,_,,w . .,.. 80fl.25 N.T.S. REVISIONS N.T. S. CHAIN-LINK FENCE POST ANCHORAGE DETAIL N.T.S. [ REDUCED SCALE] PACIFIC COAST HIGHWAY MOBILE HOME PARK MISCELLANEOUS DETAILS OF CONCRET BLOCK RETAINING WAU. CITY Of NEWPORT IE.I.CH PUBLIC WORKS DEPARTMENT l'l!:-557.JJ-S SHE£T24AOF64 I o-.1 e-t, I --I --1-:1:=. "TM•! ......... I 12 I ORG I 001 I 17.4/18.1 I 20 I .. . POINT DATA CURVE DATA POINT AND CURVE DATA CONT. -· COORaNATES -COORDINATES ELEY. P.C.H. STATIOfrOF'FSET R """"""" L T N~ N I E ELEV. ec.H. STATION-OFFSET R j,tl/BEARING' L T . . No. N E , 5~/. ls-4.8771. 498,-... ,.so .STA.G,<ii•SI,!. SS-190. ?G.~T ... 531, 301::o. 197(. 1498,.eBS.SOI, .sr ...... t:.J-,.2a.,c.-11s.~u'l.T. 10.00 90 00 IS. Tl ~"' I 10.00' 45•00·00" ,ss 4.14' z 531,141.8200 SIB,,;.S!!l.1819 STA.C.T#O/. 97 -177.ti!'/.T ., 531,306.2087 -~-4548 TA.~.,.54.58 119.~/.T. ! -•• ... , -si:.. 7• !!SOO E. IS. f/11 -• 531,JH. 7!!, ,#,S,G,JT. 7G.Od .$TA.-Sl.2' -l5tJ.29l.T. 48 S3l30i:2.l421 ~ .5//.161.3 .sTA.a.3•~52 -12ass LT. ,~oo s,;;•27 s,· 9.B5 5:3, ,o_o:,,· 3<:,•1o'S7" ,6.;l,Z' .3.27' • 5!!,/, 125.(.'3,:!.5 58,,;.~_.!lf/5Z ,:JT.A-.~7.5.Gi.!9 -J.,5.5.3,C;; LT. "" 531,~-1080 98,.515.~54 .sr.-..c;.3 ... 55.24 -119.se'i:r: -lt'55•$7 OT,., 91-47' --S3t•e4 0.5"E e,q..T,f -• 531,JJG.,0.50 ~!!.Z-~ .$TA.r.5•dt-~I -=·"'' I..T. 50 531,2'15.0175 498,328. 7S'r.!f STA.a.3r 75.A-3 -IOT. Oil /.T. ,o.rx,• "·21 ~5 '·"" ,.oo .>UO 2s•~o•o3" 17.01 eu•9 • 531, /d/ . .!14C.S :5.?d.289 -ST.A. li:S,, <52. 75 -ISZ.00 LT. ~, 531 2(..3.,Z.(;7/ 498.340-Bl:3/ .,:7.,4. .;..3. ... so.as-,oz.s7 LT. -'l!/!'"$$'42',v Bl.&# --=o•04'0.:.E 53.SI' -7 531,:;;>M..,OO,, t"Sl5,49T. 48<[,t:., .ST.A. t.5,,.,g_r;o -ITT. 5Z LT. 5Z 5312!5a..5GS7 1499,.387". 1889 5TA-~""4I. 75 -102.40 /.T. /0.00' 90"JCJ'44• 15. 11d' /0.03' ... oo .s2•zo•s2" :SJ.a;;.' IQ.. Tl' s 53/,~9-~t.9 sa,s:Je."157 .51'1.li:S ... 17 . .51 -19/.,f{; LT. S3 5~234.5!'99 ,f!3e,Al7. 1190 .!,Zit. t:i4•1i7.0B -/1.S..cit."L:7: n'"ats'SlJ,. ,._.,, --._ 7 • :s:s or. <&80 -• 531,29Z.17.!U !!il8,4S3.7:5~ ST.A.t.4•!19.ITT -205.~LT. 5' s.3J,es!'J.ZOB5 4SB,4t.i!.230oe .:IT.>t.,;,4,..!!13.'!t.3-/55.$#'1-T. -.,. c,w 92.79 -'""" ,!i!,9•49 IG"' 1$.Q.8' .3. '97 ,o 53/,254.T~ ,.s, ,40T. 9lo TI -ST.A." •41J.!J3 -J!J,O. :i.!I /..T. = 531,2t11.ao:..o 498,475. eT(;,0 :STA.G,.S-or;i,.B<;II-/S7.S,/ t.T. ,._.,, 52•20·.52;1 '·" ... 92:' -22•~s-:.t.?""c: ~.97' -,, 551, ZST. &;,,IG 98,-3"--"-"' .5TA.t;4♦ ,fl.54 -/et.,.40/.T. •• 6?!,,/ f7Z.IZ5.3 498 SOG-. TTIO ~TA. r;S ... 70 . .3!1-JII.~!! I.T. -O"oo,'(IG'.., .!1"3,51 -..... ~3°i!l'.?S' 19.79 ,10.,s' ,. !>31, 284. OGliO 4SIB~.78B5 .s~.-.;s ... 91.20 R!G . .5G~T. "' 531,157. 0173 ,f98,Sl'3, IZ.SI .:!TA. G5 ... ,8B.1S-JtXE..41 I.T 10.00' ze•4o'o.'$" :!l.oo' e.st..' -s:ss•sr•o S/.47' -,3 .531,ZB7.~r:, 49B3,49.Me.5 .5nt.-•83.7J -IZ7..!J7'LT. "" 53",105.~ 498, 59,f. 9109 .STA-.Go<li,.. TWl . ...0 J09.40J:.. -31•N'03w ....... -34.0:,' .s&•z7•sr 3!5.5/ IB.25' " 531.M0.2C.l7 498,.329.257.5 57",4. c..5-,.55_a,a -147.131.T 59 531,102.5471 4Wl,t.;ztli,,.!Jl23 ~~-GT+DO. ,,_, -teG-.31"1.T. -,.= ,.,. -9.3'" --N<:.7•.!!,,5'0,?"E --81' -,s 531,491.~o.!I 497. !:11.3. 8521 t!,T.A.5'9.,.=.~ -IS0.$11.T. "" 531 119. 0,3:!,,4 49!;1 ~-.333!1 ~~-t;,7..-21. Z3-JG,$. 3.SLr -11"..!J~-w 41.'5 -10.00• go•co·oo· J.5". 7,1' ,aoo-,. 531,470.1234 497, ,09_4_ .,ST.A.-S'9•..!8.ZZ -l/!e.4ZLT. ,., 53/ IJ4..2C,Z3 4:!JB,G8/ . .5915 .57"1.C.:7 ... 33. 77-1'-'9.2r.L7 10.00' g3•~•34-' ,~= 10.Q.4' -.S2.;r24' 7--~ -" 531,4GZ.49.:5Z 97,as:..997.s .STA.~28.~ -NT.~LT. 02 531, 04.3. G,080 491!31 ?I0-5117 .5,:;.,t. 0,7,.~-5:S-133.GO/..T. -'1/4•47'.¼'N !lt?.72 -2.00' 03•eq 1.s• e.21' l.,?4' ,s S31,4.BG.Bl<.7 1"97;607.5!!11 "'rc$17t.J.SS,.9'i'. . .ai.-a3.e~ •• 551 041.5355 SB', 7,0. JT 25 5J?t.G7.-:,T.S9 -13/.dl LT. 10.00' B7•55'3s• 15::35 u•' -.s40•59•17,.,. er....7.s' -,. 53l,4SS.T.513S 97,6::>0.4057 -)5114. ISlJ'"88.40-J.!J.$. SI0/..7'. •• 53J,-OZI. 320Z 498,G9Z.G.08T s,;,t. c.;7,-.97_44 -IOS.03/..T. -w-,.,•s,·sa,., ... 00 --549•00:.i.s•E zacd -,0 l•.31 -504-.19/!4 7,777.0~35 158'-li'r.~-IM.47''/..7. •• 531 008.2021 4~. 707. 7057 ~T,<t.<;i,B+lt-.8;:;;-Ja500LT. .,._,,, BT-55'39 5V8 32.751 -N40"S'!J'17'E 14.~• -,, 531,~.GSTO 97,WI.US9 -~ .138,..<JS.'JB-'3!1-..BSLT. •• 531,019.3452 SB', 717.3881 .$TA.GB• u;;, ,!!Ka -11.9. TQ, Lr. -;,,:11,f73'."E ,o,,,..eo 2.00· 11a.•.3-5'4s" 4.07' .3.2'4' "' 531,4;¼,.. 32(17 .. 117,,01. 779:!5 .STA. tfll.,_40.JS -93.B3LT. ., 531, 018. 79;;0 wsa, 720. ~ STA. Goa.,./9.'75 -121. SS/.T. 10.00· 37•47•--#.tt.-,:r -3142' -szz•24 sa 30.i:!7' -,3 5314¼. "1014 • s;iae.e-tz.:=. .:I-TA-. .59,..45:. 9G--91J.O<;ILT. "" 53", ,90.d/(.,0 7~.2884-.57"". r;,s ... 4c;;_ 152-/08.0:,LT. -Jit.-1·~ E lt...89 -o•.ss,•17"'},,I _.oo· -.. 531,~227:S 'i/7. !123. B37E! -,m . .sg,,.58.45 -JOa.~7/..T. , .. 530 !188. 5-514 498 7!50. &!OT .STA. -a-.. IJZ-105.00/..T. -22"'-!$500~ 10.00 --=•· ~.5E S.15.71:i' -2S 5314.53-.9902 'fl7 927.t-774 5:t-t . .59 .. '-4.47 -SB.S..I.T. 70 .!20, 927. 05,?9 98,601-~ ~-,:;.g.-,40_ SB• /OS.DOLT. -1.7°.r.t' E IS.00 -N40"SS'r7''E t:.3-00' -z,;. 551,439. 7.547 14i:n;,,u . .s273 .s.ii. 59,. 7S.47 -la!L4S ~-r. 7' 530,9"""41-44 9a.81'6.l822 STA.t:.9....,0 . .58-N?S.r::o Lr. -N22":J.s'od'J,v ,..,,., --N2{!!924'5B r3.~' -2T !!J.31.-7.1412 497.S'3B.4S"5J ,Si;+ . .SS,.Jt7.G3 -114.GS/..T. 72 5.30, 95G. 7~ 9B,8,ll,D882 .::STA. t-S'•ZB . .:-.3-153. 9B Lr. 2.00 rao ao oo 0.28 -:s.oo· • .=oo 7.85' S:OC>' .,,, 531 448.t.773 497,942.1483 S"4. 5"0,..7.5.55 -ll7.20~T. ,. 5.30,s.c=.3.Z922 498, 8'3.80.38 STA-.li-9,..eG.40-140, G.9/.T z•!J.5' ,s.22 --N,:;;7•35'o;rE /1.72' -29 5.51430.~ 497,949. 530/ ~.~BS.21-IDZ.43LT. ,. 530,~7.Tt:..19 9.!t82'tl.•.3S3 ~A-.fi9.,..3/.a,5-JSl.n I.T. -s-r;;r:$S'OOE 4!5.78' -., -N22"'24'5'.5,., 33.t.T' -.,, 531,414-. 2:S3S 497. !1'110-0035 .s,;;\.(;0.#-2(..T?-!19-= /..T. ,. 530,988.8918 .t:1-98,811.7982 5TA-.'-9 .. 0l.5,,. -,t:.,(io.2J4 /..T, -NGT 2SOQE , .. --8C:.7"' ..35' 02'N 4!1..S.' -3, 531,4/G. !1377 4~7 9'!1G. sos, t5TA-.G.0-,.!!JI.Bl -/03. 70LT." .. 5.30, 980. 0000 9,!:17~.0000 .5m. ,;,a-,. T9.3<:i-J2,1.94'L"T. -N;!Z"'.3SO:,,-, 12./7 -,z 03/,428. l7<i.O 4'37.99/. 830'3 5T,<t.r;0•24.20-11Z.81. LT. 2.= 135•0000• 4.71' 4.83 .. 531,430.7929 97,!IS4.4"'02 'J'Jt.G0.,.25. 7~ -/It.. 17 Li. -sr;;T95S'OOE .36.42' -.. 531 4/G.. 9055 028. 10:rs 5TA-.,:.0...(.0.l3 -J-04 /..T. 10.00' 45•00 00 7.45 .,_,,,,_, 35 531,411.5014 498, o". 525'--'TA-.~-,.~---110.77 1-T -.szz•!!lS'OOE "-= -.,. S!J.l,"f03. 5740 4S8 D.¼."228 S-T,"t,G,0.-72.18 -l04-.43LT- Slir"5S OOE ""·"" ->7 531 37.S.l<loB.3 49B, 09S.:!J'5'-"'-STA-I.I• 33.0I -IDZ.5tJ LT. -i,vo:;a7•2s oct'E ,.eo' -3S 531, .382. 9G.99 498, /OS. 1271 .,S"T,'1 . .-..,,,._.39. 73-J0!9.5DLT -57•4.s ~ 22.00 -39 :531, .5~. 5BOS 498,125.~ STA.t.l•t:.O.SS-JQ51.39.1.r. -s2z•3.set,""E "-~ -,,,, 5.31 ¼$.4401 498.129-2'.:..G.5 .ST,lt.(..l...:;.7.25 I02.40'LT. -,.sc:;;:,..-35t;0•E _,,, -., 531. 541. 0343 498.JSB.4$-02 STA. G.l?....?8.11-JO::J,.t:i,OLT. [REDUCED SCALE) -NfllT,.25G0E ~--.. S!!,J,344.83'.0 ~,,1:!!TT.STDr. ;ST,,lf, <.2~34. SI-110.64 '1.r. -=7•35 E UDO -.. 5.31, 33"'.4«i.S 49B,en.SJOS2 ST-,A.f.2 ... 55.34--IJJ.77 .J.T -PACIFIC COAST HIGHWAY --5.z.e•~a,E ,,_ .. -ASL Consulting Engineers 0<2-JU.. -!>3.l,327. 30;;,I 49S.?2/.705B S1,t.t..2•=.z=1-10S. r3 •T. ' ·-CPQl/ .. 1----.,s._T•-5,Sac,~ ,,,,_ ---~--l'\J•i..1c -::. ~~[f"Tf~ MOBILE HOME PARK 45 53/,.502.,00.,. ,280.8737 STA.t:.3.,.22.!JI -1~.~ LT. ~[fsEN~T -:d1'-!1.~2 ----.s;Jz4/t!ll!. Ne.r2s £ 45S -• ~ SURVEY STAKE-OUT PLAN -s .31, 3oc:;._ 1gre. gs zss.e.o11 sz+.a,~,!'4.JG-115,91 LT. ---,-CITY Of NEWPORT IEACH I ~-55'7,-~ J. T. l<.K . -~~ ~n .. _,. . _ .. I """"" l°"1'1ea PUBLIC WORKS DEPARTMENT ,...., 26 "64 _,. A.R. I..,. 6/BB N.T.S. 606-25 REVISIONS H.H. ' ' I- a 11978.95' ; BAYSIDE 7 DRIVE c .. ~ ·_ I -h -. • \; ---_:_, -.I . ' 0,,~,4,(",...,.,.,. _....,.." .N".+Vl'li /M-'A~A:?SE~ .,,,~...,.,...,,..,,,_ ASL Consulting Engineers 865.2.5' WILLIAM E. SENNETT -•"-"'""·""---_._. ... J.C. = AS SHOWN HIGHWAY 11:EVISIONS ___ ,..,,--,, ( REDUCED SCALE l , . ,.,,~.,,,,.,,, .. , oc,ai..,..,■ .. , PACIFIC COAST HIGHWAY STORM DRAIN FROM BAYSIDE DRIVE lO 400' E/0 BAYSIDE DRIVE OlY Of NEWPOIT WCII f'i!-557.9-..s PU1tUC W0R1CS DEPAlmlENT ~ :5lttU 27 o, 64 C!!IOOC.. CONTRACT f'.JO_ 5-54-1 SI-IT SOFt; BAYSIDE I ------- I I -------,. Jo-·-'v-........._ I -------I,__) SCALE=. , .. ,._zo' __) I /"'--.____ -------~-II ----- ~P__,__A'-"C,,._IF_,_,,IC'-----',C~Ol,:\A,2.ST HIGHWAY 7Z." I.D.) PLAN SEE Sl4EET Z"76 FOR. DETA,ILS 21" Yep I DRIVE I I !; I I /r / I I ,~ I/ l? I ' I t•l'l!OVl!:NEIITS TO B.lYSIOE: 0"1VE TftuotC RWl!:R, P'N.UE I. INTll!:"SECTION OF l'ACll'IC COO.ST Nl6H .... T .U,Q 8AYSIIIE DRIVE. C°"TRACT NO. S • 3~ • t . ~<i ~2 -~ --~'\fl ci ~ t "'' ,~ ~ ' a '~ "" <)~ N ~ 1-,-t:. •• 0 <> ~~ 0, < ~. -:>::i,: A ' '"' -:;-·" ~~ • "~ •Q ~~ 0 ~1~ ~~ ,, 0. ,, ~: ~ ~r,j ~~ ,.,j r-.i ' -~ ~~ C ·~· ' ' > • EX.I ST---tr--t,---j,----------=t-,==clc=c-lc=clc--c_=-=-=-,----::::::_-::::-::_-::_-::::-::_-----t-/ 2_ rec ASL Consulting Engineers COIGIEO&Y R.K OP.A-BY J.C. CHEO<EO&Y W8. O,,,T'E 6(.!18 =• AS SHOWN 3c," VCP PROFILE (v€KT; ,~., 4') (),{Mtz= 1"= zo') l"';f'(}r>tJSeo E!AYStL>£ Se"WE,f' [REDUCED SCALE] REVISIONS PACIFIC COAST HIGHWAY STORM DRAIN FROM BAYSIDE DRIVE lt> 400' E/0 BAYSIDE DRIVE Cl1Y Of NEWPORT IEACH POBUC womcs D[PARTJ,IEHT KN. ~EU 2.7Aor 64 CSOOC.. CONTR,OCT NO. 5-34--1 Sl-fT.40Fc.J J.J Z48Z. 7 i-. I I ..._,,._,. __ n,.,, z- •- MANHOLE 11C11 7211 · MANHOLE 11C11 ELEVATION PLAN MANHOLE 11811 84" r MANHOLE 11811 COUNTY S"INITATION OJSTRICTS 0°F ORANGE COUNTY. CALIFORNIA DISTRICT HO. S IIIPROVl;:11EHT$ TO BAY$10( ORIY!: T,umo; S(WER, PHASE ·1. INT(RS£CTIOH 01' P.I.ClflC C0o'ST HIS-AT ANO B.1.T$10E DR<YE. COHTIIACT HO. ~ • !~ " I . -z -o ASL Consulting Engineers /( ;, i ,{ --ce R l 311!\j' WILLIAM E. BE:NNE.TT J.T. T.S O<EO<laOBT R.F.D. O,,,TE ~je/69 tJOl\lE P.V.C. Llt..lER GENERAL NOTES I. SEE STANDARD S-25 FOR DETAILS NOT SHOWN. LEGEND mn [U] SHELF WALL OF MANHOLE I I z.• w LI IN Pl.ACE" •. ~ . .. . . . L---- SECTION "AA" [ REDUCED SCALE l PACIFIC COAST HIGHWAY STORM DRAIN ~II.IC WORKS D!~Eo;TOR 1---1--1-----------t---J ~..._ FROM BAYSIDE DRIVE TO 400' E/0 BAYSIDE DRIVE ~ ff UP'tL DESIGNED CITY OF NEWPORT BUCH REVISIONS PUBLIC WORKS DEPARTMENT SH£ETZ76 OFG,4 C:SDOC. CONTRA.c:.T N0.5-:34-1 SHT.SOF~ ~ ,&>i!',IYt::IT",!!'S ~/M~ DP ,i;,• CQM::';("'~ ~E,vr .,. r A 1""73/.,?d ~•.,,,.--,n:7.P!I• ~./8' dJ,,..,,..'"5' 2'6"113'~1 666:n' 1-,r,.a,,,• I Aiea::t 1~:::Al""'I ~-"'' I .,.,_?ff' " I ,r,::i::,.~ #"'~I "'""" I -W.'16' I COAST ASL Consulting Engineers 1'S SHCNIN ---",e3. HIGHWAY 5 1--t--+------t-t&&KL. 6062!5 IIEYISIONS -H. - [ REDUCED SCALE] PACIFIC COAST HIGHWAY STORM DRAIN· FROM 400' E/0 BAYSIDE DR. TO 850' W/0 PROMONTORY PT. CITY OF NEWPOIT IIUCII 1<-5"!1-.s PUBUC'M)Rl(SDEl'MTIIEJl'I" ~28•64 I ' I " -----=-=:-:.r_-=..:-:: I - ,_. __ TT~ 1r,u,•~r l'#'M-.-J CVRV£ = R " ~ r A ~!Jj/,00' F4·5~'Vl'7'M ,1'0.0'1$' ~/4' ,, ,_5...:,0' -•-40-.,r ~,.,. !M,• , __ .r~ ' 1,i~stJ. 41 u.P.J t. /J,/1': ,JS. Afl/ COAST_ ,,, - --->-~~,;,,\'."'----;' ----.--....,,:.,fl: ,1-1 ~~~,,,,.,, ,..._____ -,,,o·,. ___ ;,; ASL Consulting Engineers / (;, i d -s;p:_ . ., ... , t Jl.L1.01 E. SENNETT ~., W.B a.T( 6/M -AS SHOWN ~~ 606.25 ----=----~ --- _,-,-u SCALE] ltEV1SIONS ,-.. .. , :i: " .. .. ~ .. ~ :; 0 0 ,0 .. • .. "' PACIFIC COAST HIGHWAY STORM DRAIN FftOM 850' W/0 PROMONTORY PT. TC 500' E/0 ~NTOftY PT. CIIT Of IIEWPOIT IIOOI .....,...,...,.__, 1tUT 29•64 I I .. i N ' \ "' "' "' "' \ "' z :; 0 0 on/ "' a, "' / ( / / / / I I I / I I ~ "' :,: i ----------/-- PACIF'IC COAST CURVE pt17'.4 SCALEti ••40' •:C::::.LJ ·,.-... i!' .$/!CT/ON A-A N.T.,S. JNLET /t/OTE6; /. D• ti.UTTER DEPRE,SIO#J SH.AU. SE 1• FOR AtL HEDJIVI CUR& INL•~ A"1D p• FDR ALI. OTHER INLEr.:f,. ,?. &UrT~R ~PQJ!510N~ 8-U-~ ~.ss '•• P.c.e. PEil ~TRA-""' &TANOA_/ll> ~ll'lt:.AT/ON5 ( lrTHlt,cj LOCAL DEPRESSION DETAIL® N:T:S. ROAD HIGHWAY ASL Consulting Engineers ;,/:,,, ,r 1R :t't'i(':. " ;,,,,z v'ltlLLIAII E. aElltNETT -AS SHOWN [ REDUCED SCALE l ....,. __ _ ~~ 606.25 ll£YISl0NS 'PLAN ~ --12 OAG 00! ----· -·-f7.4/18.I SECTION A-A N.T.5. 0 30 .. DETAILS FOR ALT A-12 ALT A-13 e, ALT A-14 3 N.T.S. 30 PACIFIC COAST HIGHWAY STORM DRAIN FROM 500' E/0 PROMONTORY PT . z TO JAMBOREE ROAD -CllY Of -,on IIUOI ,.,=,11-J H.H. l'talC ~ OUMIWWWI ..uT 30 • ~ -\----,~---·· £ ,., PACIFIC I I BAYSIDE DRIVE I /i I !/! I J I l i I/! I I I I /Ii I ~ I I ii • • ' I I II \ ,, / COAST ASL Consulting Engineers 0E-01SY_B._K_. _ Ot£0<1'0t• W 6. [)AA-9T • J Q DATE 6/88 i I /4 -">lLE : ,--20' HWY. [REDUCED SCALE] IZ 0"'-G 001 17.4/H'-l : t:4&'Ar74K ~ £¥/~r/N'tt; ~11'7£"'5' ,U,£ ,,!J,tl,'3EP PK A't!""a?RP /N'°"'A"MATMN. a,'N'TR~ ~ vz;,E'/FY at::"AT".-21N' P,&' AU,, £¥/~NG V77~€'11 _,,,,,ir:,, TD RAC£"M4"N'T dF trn'M'AI .PIM/N f WA'11!:R UH£. 31 64 PACIFIC COAST HIGHWAY UTILITY PLAN AT BAYSIDE DRIVE -~ --CITY Of NEWPORT IElCH ,-,-5579-s REVISIONS l'\JBLIC 'M'.lFIICS OEPAIITllENT IUV Sl'll£T 31 IF 64 ,• BAYSIDE I I I I I I r NOTE'.· 3 "<S',qs;-/S a::>A/eA" "'7'c cN'C'A".s'6'Ll ============-===-===--=====:====-===-==== PACIFIC COAST , r ' I ' ' l DRIVE 11 I I I I Ir I I II ~ .sc4L£ 0 -57+/?./0 n'A'. = ~+&!;:!po -:44~'::c:---- ' ½ : I"~ .20' /VOTE HWY. I . ' Dllt. count1 Ro11re /2 ORG 001 Poot MIIH Total ProJect 17.4/ 16.1 : CPC'A77PN' p_;: E%/57"/H6 V77t.lT7e1!: ARc .8,¥.JcP (7/V ~CPR..::> / N .-W.R MA i?d ,V. C21"'7'RACT.?R ~.U. YcR/FY tt:,::lCA77d/V dF Aa cY/577,V<;, t,'T/,t./775°5 ,P,R/t:JR 7ZJ ~At:'eMe'A/T (?F5TZ7RM .DRA/N'_iWA~ t.//V~. ShHI Total No. Shuts 31 64 '\•. .. ' • i; .• , I i , ,- ",.·.} ~ ·' ' , .,.,_. , < '·'' ,-.,.,. , . ! , : , , .t.:/ ,, ., [REDUCED SCALE) j ·~-=-----:----------r:;:~~~~==~~~:=:t..-,--------l: • ---·_ - ASL-Consulting Engineers 1*' Kt;./1. . IJiJENIJllAf .:If/ APPROVED . &t:l2" PACIFIC C.OAST HIGHWAY . :-,~-: .. , --'--:c/;tf&_~f#_~{~~-6~-~,.,,,IO!N:olf'~t~dt/'.:::.._R E. 31452 w'rl.i.iAM E. BENNETT PASADENA (213)/(818) 792-3096 .JT: ,e, cc.a MANI..\OLE ' ' ' SANTAANA (714) 979-1761 UTILITY i, -' 5/t.,/1 .T,T. 5 SW~ ORA.IIJ ~L.IGoN PUBLIC WOflKS DIREC~R PLAN 't· : PALM SPRINGS (619) 32_0·4220 R.E. NO II? <'.Ju, j ·' .£Z4. AT BAYSIDE DRIVE ·, OAT DESIGNED BY R. K, ---'-'-'-- DRAWN BY,•· J. 0. CHECKE[) Bl~-...,_W;c..-o,::B,:_. -- DATE 6/BB SCALF -I" = 20' DATE BY DESCRIPTION APP'O, DESIGNED DRAWN ~-5579-s FILE NO CITY OF NEWPORT BEACH /r,,/;3. 00/ CHECKED DATE REVISIONS H.H. 7. BB PUBLIC WORKS DEPARTMENT ~£V. SHEET 31 OF 64 . -· - - ,z..•~u.ar. ,a-wc,I 1 I . I LATERALS .--1.1,A-l.2 ,JV LATERAL A-5 n I I '' ·-- -- • . [ REDUCED SCALE) I Q..., ='!i.OCF6 Q ~ /.:Z.Cfi ~ . ~ , ~ ! & : . • "' ~ ! ~ wr ;:.1/ •• V PROPO&EO l!S.OWO -~ ct.PIP€ ,y' ,c/'~-/""'- ::;P.· 5 ... 00+ - %J , ~ ~ ~ ., I '--• h ~ l~ " • •• ~f ~-:~ g• 'S ., . , ,· . 0 0~ !~ ' " • • COl'fll'Tlli!UC,-91".0.5 LF 18,"R/!.1' '' .:so-o\ tDHff1l/JC.T'T4.4'1LF-/fJ",. "'1f2.50•D) L .TERA LS A-2. , A-2.2 Q..,•O.SCF5 LATERAL SCALE: I HORIZ. 1••20' VERT. 1•.-4• . -~ f ? ~ O 14 0 <o ~TR 'lC'/'4.60 LFl&"J(Q> (12.50-0) LAT RAL A-7 ASL Consu::lr.g t:.ngineers /1/,u { ,{. ,rC .. 31402 WILLIAM E. BENNETT _ .... ___!!!L_ __ I :;.,nr:irT J¥..B....__1 = Df\O._,,.,. • ec . __ ....... ~aa .I AS SHOHN - . LATERAL ~3 C'6 ~ .. - LATERAL J i-e 1--1--'l------------+---i ~ ~ - llL MO. /T,G&{e R/Z. ,II r ff REVISIONS -• I "'-Mlln T.,U l'rolfft ·- COftSTUCT"l.bD 1.-F' 115" RcP (fZ.'50•0) LATERAL ~-4 LATERAJ A-58 I PACIFIC COAST HIGHWAY STORM DRAIN LATERAL PROFILES OTY OF NF#POIT WCll l'UIUC-- I R·!f.57!1-S ,_,. 32 o, 64 { ' --~ ~~ ' l ·~ CoN~l',RU r 89. /4 £;::, /B" /r~P (1./,z&;,-.o) LATERAL A- - I l<PCH LATERAL A-, A LATERAL A-10 ~EX. C".S. / 'TO REl'1A,'N J SCALE, I VERT. r9 • 4' HORtZ. r• 20' [ REDUCED SCALE] -· - LATERAL A-II (i) rt --- ·O a:J~Vr:TG7.25L.F. l8"J:/~P(f2SO-O) 51.r.1 _/ " l..~f!,C(l~!o~~,.- LATERAI A-12 (I) PCH rx. '-&. CWl!R 1 _,P1p~ ~L,,,-l!C.P t!d DTHE~- LATERAL A-!5 ~ ASL Consultlng E;-,gineers =• AS SHOWN I •u~ 606.25 REVISIONS J DI•. i C•u"'J I I,. i ""rtlllln T•t•I "'•J•Ct .. 164 LATERAL A-13 -· ' . ---...,,_v-H,t;t.. ~ ~ ~~ -- ~'t " ' -- .IIPP'D. 0DQEl 1~ PACIFIC COAST HIGHWAY STORM DRAIN LATERAL PROFILES CITY OF NEWPORT IEACH I 1<-.z-79-s PUBUC WORKS DEP'MTIIENT I 9IEIT 33 a, 64 --------;=,-.;·_-ci---~.':: ----· ==-=---=--~ -·------------- 1-l ------·-~--~--~---1 ______ -~-=- ~.,,1$T.~"AA.t..ic ifTZ. W.tTER l/N€ OD REMAIN IN~) ----·-:,\ --·-----t !'''7-~ ;-~--: ~~:·=--=~=-~:·--: - PACIFIC = AS SHOWN "'"ElJ 30~,,;>.C:P. ~MD,i!AIH (SDZBHEE'r717rl•) •u~ 606.2!5 -··-=___:______ __ =· ::.---:::.-·: ~-= - Rf.VISIONS ., "' ... t:J r "' ___; "' g g + :!: ~ "' "' " ::; HIGHWAY ! ~~ . riAl18..1) (I) ~.,e'A<::72W" -5N_,,,✓& PdT~G AU ~~'7dA/:f. e,.- Ft:Jre"Nr/,,,U: Ur/L/TY CdNF.t"A::"'r .4NO .?7& -/A/ tCOt!..47?4'V$ 4C~e $1"~/,'r.-w',S :,'H~.a&WAf:S-:, ,::,,,:-5r.eGL ,...,.,.r. e,Mt,r,,P.,,u;•n,R :,'HAL~ Al'"b7"/,...Y ~N,1M,'"d?°A"" AV AV~/?7#6° 44"F<7,(l'E :5V.,,._"'7'?""-'N',S ,Si-'(7,P' P.,P,,nV/N~ts /F OT/&/r/4'?5 /,r/~-/N L~ J.f'C CTN~ ~AA/ 6.NbWN 6V ?Wd'"-$4" --"'l'AN':5. /2) W./TGA' LINE 5/IALL. M IZMl.$TKPCTN ,tN n,,t" ,,,,,,,_,,,.s.£5 A5 J:PU.DN5, PHA5<€ ,f -&&WST.l'VCT UN,!' ~H STA. M,(1(7:r l't1 .,9',1_ ~-~CT ,FK.HANENT T/4f'•,tN T'1 Ul'STMf6 UN£ AT ST,i 79,,:,,:,:t. &'1N$TKU&T 1-IW'fl,l'Alt]" TIE-,fN R1 £l',t~ .t/M!' AT $TA ... _,,"'7.r. A&!INDIJN Sl§T/N6 UIM' FA!'t:IH S,?;#.~ 1'l1 $T,I. ,.,,"10.r_ ,11,1-55 Z -a1N$~IXT L/Nt -"lffJH 4/,llr.NN' &fif.lYE' :# SiTA. ~ ~T.l'U&T h.l'-NeNT T,ttf",,fN -'fT &,fY,5,tP£ Ae/11£ .l'EH"Y5 TE/lf~Y T,tF•IN ,II' STA . .,_,,«JZ ,U,,p -E P,.¥,PN,IM£NT &.M'Mf"tT..tW. J&WA:W 6(,t,5T,u,t, L/NE FRQ,V 6'1':SJPE ,t;/ltlf',fl'E 1U STA. ~(1(1.r_ PACIFIC COAST HIGHWAY WATER LINE RELOCATION FROM BAYSIDE DRIVE TO 400' E/0 BAYSIDE DRIVE CITY Of NEWPOIT IIUCII """"' ..... .....,_ R-5579-s SHUT 3'4 W 64 ' i I • I .. cv~v,: OATA R .. ~ .,. B ,..,s.,,~ ·~/'J---n• .,.,, l!ntH· C /'"'5.IM : ,s•-,ro-,-"""'· r.r, n'-ZI' ASL Consulting Engineers _.,. A . ..I. ~..-S:r. -..-J.OC. /GT oon 6/88 AS SHOWN ,I/ ll II II 606.25 ; =-------\ ( REDUCED SCALE l -- -c:J.OJf,L, -H.H. - 26 27 "' ., PACIFIC COAST HIGHWAY WATER LINE RELOCATION STA 61+25 TO STA 73+93 OTT Of NEWPOlf 11DC11 1<:-5579-s PUIUC W0lttCS DEPMnmlT _,. ~ o, 64 I· ( ) j ,, & C I 1975_(}()' DETAIL ( D I .z.e.,. ~,. I " TT , PRt;N/o.!f"PIAt:~ AAA/#l,./AIIE VALVE t lt'AVL.7 ,P,€1( OE1",AIJ. I " • •• ·-~--·~--,r-_. ·--- I L ,. l,z•n•o," I 'f-fd_7.$' Z'2I.Zt/' !FM"»'='" I U.'l-1' Is . .,_,,• J PACIFIC COAST HIGHWAY .a·--'-=----------=- ___ ,·,~-- _.,. J.QC /GT AS SHOWN COll'ITJI-Pc;'UQN' WT::!i Ill'STALL MEW s• PVC: (SCH 40) VENT DUCT PIPE AND PVC {SCH 40) VENT STACXS. PLACE IN NEW MEDL\H ISIAND PER 01:TA.IL B HEREON. REMOVE 10• X 6• TEE AND COT IN PLADf-ENO Pll::CE OF 10• D.I.P. WITH 2-10• O.I. FLl;:X COUl'Ll'.NGS. RDIOVE AND ltltSET s• FH ASSDUILY AND COT IN to• X 6• TEE ANO VALVE WITH 1-10• O.I. FI.EX. COUl'LING. ,/4 INSTALL s• O.I.P. 2-s• Kl' 90" BENDS (W/ Rt:TAINER GLANDS) ,P, ROTATE .BtNOS TO GO UNDER JO• MAIN. c"!°t' REMOVE IMT!:RP'ERING PIP£ AND FITl'INGS. s• PIP£ AND VALVl! AS ReQUIREO. CONNECT TO EXISTING INSTALL 6• X 4• X 2-1/2 X 2-1;2• FH ASSEMBLY WITH s• X 6" MJ REOOC:ER AND 6· Kl' BUTTERFLY v.u.n. I f ,,_.,,. ~is.ea A'Eto ,'l /~O F.N.As )I ~E'i~ DETAIL "9" H..T.S. ' ,, I I I PACIFIC COAST HIGHWAY DETAIL N.T.S. =-::::::=--:=::::::;;;::;;----:==;--=--- c , __ .:..-· ::=::-- ~ ~------------------=--=-=-" ........,L-- ·: =fJ~C~'~ o -, c~· __ pt ~::. ,-- : I --r t; I " - I - =-- .. .. CIIT Of llfWPOIT IIUOI 606.25 REVISIONS PUIUC -.....,..,.. IICff 36 •64 50- 40-0 0 IO rt CIJ w z -_j 30-J:• u 27 !i ::i; I[) ff) ..... w w_ :r -(/Jr---:------ l.,J ~ -..J -.........::::: - -------------- / 28 --- /PxOPOtll:D F.B. OV£1i' / i:PIP€ 29 ~ . t ~ 0() " ,.~ "" <\J ------ '30 "' :s: -c '-/EXISTING SO"M L • ~ Ill "- ~ ~ 0\ ~ ~ In ----------------~----~f/1.i // 6'TL WATER LINc-friaE ••~ / A8ANOONEO --l~ ------ -----.....::::: I - , .· 28 30 75 76 77 PROV/De? i PL.ACE MAIN LI -c-. VALVE t VAULT PER _:::, DETAIL LJ'I. qJ '0._Z) K ~ CURVE DATA 0 R LI L T 12°41'0~" '14<)_73' 22128' : /C,~!'~~-J ~ 2;(· __ 3 3_ ~,;__· 1 240.4'5' !,,(p_ 45' ~ "1 " " " ~ ~ ~ ~ ~ -I:) -'9 i-: ti_ ~ ~ -s I-- ' :!: -1--"I\ ..; s f '°~\IR ~ ,-.. ~ ' r..; -e a~~~ " 0\ ,._ I'<) I'<) "' ~ <II ~ ,,_ -"' ~ ~ i "' ~ ?::, "'~ ~ t1i 1(1 f i'.:: g2~~ t<l ":, .,., "' \IJ rt, q: ~ (,1,7' vc FJ> 47,/9' ! z,.,A', 1 5 '----r..-c.. ...._/ 31 32 PACIFIC COAST 78 P!?O/'OSEO 18"/i?CP STORM D~AIN (5£E 5/.ITS 21 7D ?Jo) -- 0 z i ~-~ ~ f-: ~ ~ "1<o ,e Ii " 79 ------------ 33 I SC.0.' ':: -l VERT. 1",. 4' I I HCFdZ ,;_ ,· • 40' i HIGHWAY -50 -40 -30 '34 0 0 CONSTRUCTION Nor~~ INSTALL NEW 3" PVC (SCH 40) VENT uUC-:' PIPE i\ND PVC '.SCH 40) VENT STACKS. PLACE IN NEW MEDIAN ISL.AJ,C PER :JETAIL B HEREON. REMOVE 10" X 6" TEE AND CUT IN PLAIN-Et!□ PIECE OF 10" :J. I.P. WITH 2-10" U, I. FLEX COUPLI:rcs. REMOVE AND RESET 6" FH ASSEMlJLY AND CC:T Itl 10" X 6" TEE Al!D VALVE WITH 1-10" O.I. FLEX. COUPL:;:J!G. INSTALL 3" D. I. P. 2-3" :1J 90' BENDS (,I/ RETAINER GLANDS) ROTATE BENDS TO GO l;llfJER 3 0" Ml,:11. REMOVE INTERFERil!G PIPE AND FIT'c'INGS. CO'.INECT TO EXISTING 8" PIPE AND '!i\L7E AS REQUIRED. INSTALL 6 11 X ..;,n X 2-1/2 X 2-1.12" F:-J: .:\SSE!·IB:.:I \·JITE '3 11 X r)" ~·1J REDCCER AND 0 11 :'!J 3C~':'~RFL"f 'li\.L~:E. DETAIL "s" F .f'Etoc,4rc / r.1/ AS5EMf3LY I ===t I I II I 1 I I J I l_ I I Dllf, Count1 12 ORG C -l. 001 ~ ,.t ~ ~w t, fl J ,t-;, ~ ' ;!!/Ii \ ~ I I ! I /11 8 <' /II@ 1/' I ilj I.: ~I Poot MUH Toto! Prot•GI 17.4 I IS.I I I \ I I N T.S. -1---..J.._ ___ ---3<J "ML/ C I I ~ ~t ---11--11--- II 92 9/ C f',i!o-'7 MEDIA.US 93 PACIFIC COAST HIGHWAY DETAIL N.T.S. =----- ----------===:;;::;-=-------·~ -- ~---==~=----::::..--------------------===== :::::=::--------------:::::----- ----------- --------\ _ 81 80 DESIGNED BY _.c:R'-!K..,_ __ DRAWNBY J.OC./GT CHECKED BY DATE S.T~·--- 82 PRO~/IONTOR't" PO)t-1: f"IR. SC.6.LE FILE NO AS SHOWN 606.25 - ·11 ,-I,., I 'o/U ¢'.j/8'! DATE -----B6 84 83 [ REDUCED SCALE) {jJ REV/5/0;/ 1ZJ w,tl/Ef Lil.IE .4Ll6AII//. s··-~-PUBLIC WORKS DIRECTOR G3 R.E. NO 1e Bt:J Co BE ·z A cuJ.11N'ATe .PIPE BEMO DA . - I.·- BY DESCRIPTION APP'O. D£SIGNED DRAWN CITY OF NEWPORT BEACH REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT 36 64 R-5579-..5 SHEET 36 OF64 f- ' .. ' .. , ,'> ---,,, ";••, ,.~·· • . '-~ ·., :;: 2' METER BOX PROVIDED BY CITY,-,,-.~ FORD 43-777W ftO.E. i'CTER. STOP'c,·~~ -., ,., .. ., ~ t' --· ;,, ...;"'· .. I I ! · ! 0 _., fl /(J ' ... 0 MAIN LINE VAULT SCALE: 1"=2'--0" DETAIL w " n NDJc:5', :l(PUt!~.!" RECT:F.¥.A' i::,.,t1v..vr~M -.!.t:, 4'A&:IM4' F.F.,t..) I . .ML ,TD/NT$ T'OM Wnl>n> OR AAN«i> ,.&OPE fi.(k)* SJ.AS Ill t% n,w..war !/UMP 1(0/.£ -:-,;,, ·. ·.•. •. · .. · .. SECTION A-A SCALE, I",. 2'-o"' -.....__Pll'DVIM lt."Q:IMP.ili:'n"D (.IN71¥ATttJ AGGllllGAT1i /JME•Dt1EN1CD MININl(.IM OF ti,# 8£'/0ND VAU/J CD ® CD © .!!fil. !ill_ !!!!il 1!£: .Qf. EtyIPNENT 12" DIA. Sl.W llll.E. :II' DIA. Bl11Tl:RFLT VALVE V/2• OPERATOR lllJT, EPOXY LlMfD. FL& X FL& (Cl. 150) 30"HARNESS ~ ASSElieLY ""' ""'"-,. "-1.YAJIIZED STL. LAOOER (AUWIIRA A•338D 11/3381 £YE BOLTS OR APPROVED EQUAL) 4' X 5' VAULT NECI: I COYER V/YALYE BOX ACCESS, EnEMSION AS REQUIRED TO NEET PROPOSED 6ROUl(I) LEVEL (BROOKS K>DEL 355 YCN WITHOUT MIIHOLE OR APJIR:OYED E(J.IAL) © 8' WIDE X 10' LONG X 8' DEEP PRfCAST talCRETE YAl/1.T (BROOKS NO. 900 DY OR APPROVED EIJJAL) (z) 30■ DIA. sn. PIPE, FL6 (CL 150) l P.E., IU.. AMD {COATUl OUTSIDE OF YAULT) PIPE SUPPORT, .stt DETAIL ~ ~ SIDEIIJQI: • ;m• DIA. STI.. PIPE, P.E._X P.E.,IU ... AHD (COATED OUTSIDE OF VAULT) Jr DIA. ACCESS MXHOLE ECCEXTRIC NECl AJID EIT£NSION 11/30" DIA MNIIOLE COYER (AUWBRA FOUNDRY A•l262 B) ~ AIR AND YAWUI! RE1.£ASE YA LYE ASSE1BLT, PER CITY OF NEIIPORT BEACH STAKDARD 515-L 8" GAU'AIIIZED VE/CT PIPE, SEE DETAIL (6\ 1W VALVE" BOX TOP SECTIOf VITif LID MRkED "WATER" {TYLER SERIES 6860 SCREW TTPE OR APPROVED [IJJAL) IOKOING CABLE PER DETAIL (4\ \W CONSTRUCT IIAU PEIIETRATION PER DETAIL ffi ~ PIPE SUPPORT DETAIL , NOT TO SCALE 37 . • _,,-6 •• N,,U-. ,q.,,--a,P.-./6,' (:",:;>/tr.PAC:l'?=,P 4"4.l"7YE t?,f' /M,P.#eT.eP .!JA&"~,,./1!~ 0 / I J /0 J I ,.,." ---•,v.r.s,,p,r _ ..... ,,,.,.€ BEDDING DETAIL / NOT TO SCALE I# tt:IUYANl'Z.t!» RAI" /l'.t!Wr$' W/~ ...v~•()(,#'i:l(SO-t:W AA4f'<'Y@5PVllt.' P.l/1-£ e'.U/4/1 &"6/NNIU "'7~ I~ D_. Ei?VAJ. (TYPJ t'1U.t.v.1 ___ ,...,===is1¥.~""""c.1 VENT DETAIL@ NOT TO SCALE 37 ASL Consultir,;; ~;-,;:'::€ers /,:¾ r/ 4 'rlif-P ~ WlWAM E. BENNETT • - _o .. ..A.,1,..._ ~o .. ~ -•--'-·'-·-.. . --606.25 REVISIONS Po_, 1111ft '!'OIGI l'teje~I IZ. ORG. 001 11.:1/18.1 1. Al.TERM.Tm: TRENCH SECTIONS (A Al'IO BJ ARE FOR US£ 011..Y I/HERE STA8L[, CO.,.;>ACT SOIL CONOITIOkS EXIST: A. YERTICAL TRENCH WAL.LS -SECTION A 1. FOR DEPTHS uP TO 4 FEIT, NO TRENCH SU,PORT IS RE0UlR£0. Z. FOR OEPTHS ElctEDING 4 FEET, SHORING OR SOllO SHEATHIIIG IS lE(JUIREO. I. COllllltATIOlf OF YUTICAL ANO SLOPIIIG TRENCH WAI.LS • SECTIOlt C 1: TRENCH DEPTHS NOT UCEEUING • FEET SMALL HAYE VERTICAL WALLS IN PIPE ZQIIIE lllltESS OTH£RWISE APPROVED BY EIIGIN[[R. Z. FOR TRENCHES 111TH COl!B[NED WAI.LS SHALL IIJT aE USED WITlllUT APPROVAL. Bl ENGINEER. Z. lilt[R[ ltET, UIISTABI.[ OR RUNNING SOIL IS EIICOI.JITEREO, SOUO SHEATHING IS REOI.IIREO FOR All YERTICAl TRENCH IIALLS. 3, MIKUIJl'I RUATIYE COfll>ACTIOII REQUIREM:IITS SKA!.L O)llfORfll VJTH All l'ERHIT REQUIREfE.lllS MO SKAI.L AT IIO Tl!£ IE LESS TIWI toi. BONDING CABLE NOT TO SCALE t:t3nf;p~~ ~.6"to'.i, ~ ...... .., # .:v,v,-,.........-,o (',,.._,..._ .:"~) (7Y.P..) 4u_.,,,,_,.,_ ..,..,,,-Atr.o~ _, __ Al'A'r.F~ ...,.,. DETAIL® WALL PENETRATION DETAIL® 37 NOT TO SCALE [ REDUCED SCALE] Shur 'l'O!GI ""· 5,..~,. ,1 64 PACIFIC COAST HGHWAY PUIILII; WOR"'-S DIRECTOR !LL.., ,,r,ro~ 0,1. 8. '24 8. ~ H.H. ~tt 7 •• WATER LINE RELOCATION DETAILS CITY OF NEWPORT BEACH R·!S.579-S SHEET 37 OF 64 PUBLIC 'M)IIKS DEPARTMENT I ' ~£;,J£,vr A/JATAR PtJ.V.ti'£/J /I'll F/ClP t:'P-7. Y#'"d?'£4't:. A'"P PIAdEP.APU J,,/£~£P /# Fl'Et.O FIELD WELDED CARNEGIE JOINT -.. , ,.,~~.1!:'?.l!'(Y~~ TA&X ~0 ,'2"~,..~/Al'dl' T~ CY-'AIOe'<e" MA I G'NN° ~4,pn,,,e A13- ,l!~t:>"D ~AIP ~l'A/G T'l'PICAL SECTION -BUTT-STRAP JOINT TYPICAL STEEL PIPE JOINT DETAILS 111/!lD Pt.Ur. T~ en.a l!NOr~ ~T/1 NTS TYPICAL HANDHOLE IREQUlRE ON PIPE SMALLER THAN 24• DIAM.) 12 REOUIRED EACH 9.JTT STRAP) NTS .. HARNESS JOINT DETAIL N.T.S. """'1!'"401t'ANP a,vo (T~UOJ -,r"1!~~--,,,.,,=====:...-,r--,,.,..,1.,.,""c*c"'=""" ""'-·, .. · • ELECTROLYSIS TEST STATION DETAIL N.T.S. ASL Consulting Engineers f 4r ✓ /4 :wt R,t_!I~ WIWAM E.BENNETT A..!., a.c. -N.T.S. ........ Sl'f>l>fGS •6~>=·<220 ,u~ 606.25 NOTE· APPRt>.x. IHVEQ OF D'l5TJN6 M" C.H.J..C AT THE POINT OF a,NNCCTNJN IS AT EJ.£y_ ~I. CONTRJCTt:JR SH,li.t. RJ7Hi!7U' 70 F/,!'ZP YERIA' £%,ICT PEPTII PK/OR TU CD,IA'_.C.M6 M:JR.<'. 001 17.4/18.1 ,,. '" 7<7~7 1 ·-,INp r,u.i.r 4'J.r -~ '---n-,sr. cu~• Ma' Ill'-~--,.-,-~--.,,,-,,,--~---. .so•G¥.~Cl'IN6:/) .M',z~;,:Z~" STHt:. -nFJN/llH6 hi'F FJ.6,rffiR.6. C..>I.J..C. .PN,iSE I TEMPORARY BYPASS N.T.S. """"--I (l) CONSTRtJC'l' NElf 30• STL. C.N.L.C. BETWEE:li' STA. l.6+46 AND STA. 31+85 AND 'l'l!:MPORlR'! BYPASS LDIE. (2) CONSTRUC'l' o:nnracnOHS M' STA. Jl.+90.61 ARD •CI.J1'-nr• TEE UI' EXISTING 30• STL. C.lC.L.C-M APPROX. S'll.. l.6+50 {HEif 30• STL •. C.N.L.C.). (3) PROVIDE SmvtC!: THROUGH MtnrI.Y DfSTAI.IZD POR'l"l:OK OP JO• STL. C.K.t..c. AND SHUT On' SERVICE 'fHROUGH EXISTDIG :so• ttl.. BE'l'WEEK STATIONS 16+50 llO 31.+90.61 (KEW lo• W.L.) (4) ABANDON POR'l'ION OP E:IIST lo• STL.. NOW 00T OP SERVJ:CE' • .......... (1) COHSTRUC'l' KEW :JO• S'l'L. C.N.L.C. ~ STA. 9+83.02 AND l.6+48 (CONHEC't 'l'O EXISTJ:NG 30• BFV) • (2) SHUT Ol'l" TJ!:KPORARY BYPASS Ll'.NE. (J) PROVID!!_ SERVICE 'l'HROOGH NEW JO• W.L. (4) ABANDON l!!XXSTl:NG 30• S'l'L. C.K.L.C. I REDUCED SCALE l 38 64 PUIILIC WOR~S DIRECTOR IZ'6~ PACIFIC COAST HGHWAY WATER LINE RELOCATION DETAILS CITY OF NEWPORT BE.I.CH REVISIONS PUBLIC WORKS DEPARTMENT I ..... 0 llllllD I!) COEfDVCTIOI J'IMIIIU COM'STRUC'l' JO• STL. CNLC WATER LINE IlfCUJDDl'G Jo• X •• TEE AND s• VALVE AT STATIOH 18 + ]7 .oo CONSTRIJ'C'l' a• STL. CNLC LATERAL AND ALL PJ:PDIG AND APPUR'l'EHAXCES Wl:'l'HDf THE XETERIHG/PRV STATION. SHUT OOWN EXISTING WATER SERVICE DURING THE HOURS Of' 12AM TO 6AM. ONE WEEKS NOTICE IS REQUIRED TO ALL AFFECTED WATER USERS. CUT EXISTING SERVICE LINES AND INSTAU. ~ BENO ANO THRUST BLOCK PER CNB STU. DWG. 510•!- ltDIOVI!: DZS'1'DG Ja:n:RS, VALVES, CONCRETE VAlJL'l'S AXIi lJITER!'!:RIJIG PORTIONS OF THE ABAMDCINEI) IIATER LIKES. CONSTRUCT P'DIYSHED CRADl'.HC, PIRDl!:TER 11:ll.L, GATE ANO LAlll)SCAPilfG. !S'?'A. br 7.6, 7/ coNST~ocr 8"-~ 4c'N&! C,V,:C ( PROPOSED COACH l .-..---r .... -----t·t I -~ •:i:-a.c:. ........ , .... __ ....... IOI! OU IUI .mN'IS TYPICAL SCREEN .WALL SCALE J • ., 51-011 ' 1 ,,, ,s,,,u. II ,, I II 'I" ~.~ --------£-,===---c==~===-PACIFIC COAST HIGHWAY SITE PLAN [ REDUCED SCALE l ASL Consulting Engineers //J« i tl :::?:¢::: f. 31~2 -AS SHOWN l'll$l,0IEIU, ,11111,131?-30911 SANT .. ..-'""97'l••m -~ 606.25 ( /• 561, 1,e t;;A. 1"'(/tJING T'I',. Ar ~ • ~-?'. 10'-b" .S"x-1" iU4/N6 l'~AM~ ,e •.,. $ • TU4/N(j A 0 A 6' C/?N',:,i!',l:TC 4t..#CK WALL SLIDING METAL GATE SECTION A-A N.T.S. -------- ,,.. .,.,. 8" STL. WATER LINE PROFILE HORIZONTAL• 11 • 101 VERTICAL ' 1 • • ' PACIFIC COAST HIGHWAY WATER DETAILS CITY Of NEWPORT BE.lCH REVISIONS PU8LIC WORICS D£PMTIIENT $HUT 39 Of 64 • • • .. • .. \ \ l'!!AS_E [_i] PHASE 0 PHASE [Ij PHASE~ CONSTRUCT 30" STL. CMLC WATl '' • : :IE INCLUDING 30 11 X 8" TEE AND 8 11 VALVE !~ 1 , i ION 18 + 80.53 37.00 CONSTRUCT 8" STL. CMLC LATFHA! /\flD ALL PIPING AND APPURTENANCES WITHIN THE Mf"! ERING/PRV STATION. SHUT DOWN EXISTING WATER SERVICE DURING THE HOURS OF 12AM TO 5AM. ONE WEEKS NOTICE IS REQUIRED TO ALL AFFECTED WATER USERS. CUT EXISTING SERVICE LINES AND INSTALL 90° BEND AND THRUST BLOCK PER CNB STD DWG. 510-L REMOVE EXISTING METERS, VA,,·,· VAULTS AND INTERFERING POii' ABANDONED WATER LINES. ,·,. GRADING, P~RIMETER WALL, C:ONCRETE •F THE FINISHED \'' ' LANDSCAPING. ' ; I R€Mt1V6' E)r,ST. MAN#OLE' ~- C!cJN'5TRt/CT PER/M'E1E.e WALL PER iJETA/L CJ!) ( PROPOSEC COACH l /\/OTE.· L/S'E SLL/.-v/P S'TO/1/E OZ' CONCRETE .BLOC.K' FOR PE.RhWETEe WALL t ' '. . ' \ ?L C/c, EX/S'T/N6 [±] ?/PE .; CONST,(',? THA't/ST BLOC/::' Pck~ CITY 5'TO. 01'1-6. NO. -510-L -- ' ! 11 , I .... , .-- o ~ '.VS 7',?t/C T 5',U .?' /4v'0 1-''ETAL 6ATE ?EK ~-£JET.4!L® I ~,~. \ "' ~ . I I <? -0~ .,.,0 ~ -~ as. "'-,, PLu,:; £,</STING PIPE -~ AT EX/STING <'.;ATE VALVE <' OOAISTRUCT TRRUST BLOCK ?ER CITY S'TO. owe; N5IO·L \ • '\,',,, J 2: I MAK . .5"1DEWALK '-- • '-.."\ \ Z3.0' \ ----·------'-;--- I a·=----.i GHCL lfD ~,I). :::, ")t---------------~----,,------------------ __ l__ P>fo..,, J 30"k'CP I ' I ' ----------~. I I I I I ' ,;. ' I I.-------- 7 z 41 _________ } ----- --------'¼-----------------------------. -------' : : ''' I i I -----------~-~- PC JI. -Sr,,' &5-rw-5 Coo 'QB 33 't.r I I A CON5TRUCT B'c,:, 5'c 0/ WATE'.l"LIN.E 5E£ /)£TAIL ® FOR PR/JF/L~ /8- Jt,,- 14- /2- 8- f- MJT!". FRJ',IJI£ M.:,.U\VY aJ\IMU JJINTS .> ,._'(}'-0~ 0. C. tl4X 67'4. &5-l·GZ. 35 PC.II TYPICAL SCREEN WALL SCALE I"= 5'-0" Sul. /,5 .,-.80_ 53 WATERLINE £-----PACIFIC SITE PLAN -----·---------- COAST HIGHWAY @) ( REDUCED SCALE] ASL Consulting Engineers , ' ____ l'_· __________ R E 31452 DESIGNED BY __ A_. I_. __ CHECKED BY .5 T SCALE DRAWN BY A.G. L. DATE 6/88 AS SHOWN //" 5<P, le 6A. TC/8/NG /TY? ATG"O.C /c' "x 3" Tl/8/,</(j - ~-.3-" "_4_·_· T._[J_/!J_/N_G_F._f"._'A~M-+E\Ll\\A 10'-o• I ---~---------~ I -5~0" ,!--+------------·,, / &'-&" 8' CONCR.ETE &LOCK WALL '\\ ...,---G'4TE ENO OF--~-H J.------M/OPU: &ATE 6t/lOE WALL WffEEL WELL #,;/Z-4--& FILE NO 606.25 2'-0" ENO OE WALL A 2'' x 2'' >< V4'' ANOLE GATE RA/LING" / ' .. PLUNGE K'oo W;rH ?APL.OCK' LATCHES /NS/OE _S_L_I_D_I_N_G_M_:-.J-sA_L_G_A_T_E __ ~ SECTION A-A --1+--lt--- J f,l tr./ : IP /p,,, 1100 BY I '-- CONSTRUCT 80 LF c~F 8" 5TL. CML.C -----------W/ 7# J,<Z--LPED JO/N/.5 of-40 8 11 STL. WATER LINE Pf10FILE HORIZONTAL, I = 10 VERTICAL , I" = 2' o-rzo ' J ~_p;P,:7/? 3.;,• ;Pz. C ,.v,;'L C Of-00 PACIFIC COAST-HIGHWAY 2HECKED H.f-t. A.G.L. WATER DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTl✓.ENT SHEE, 39 0" 64 i I· • • ' 0 NOTE: AU. 6#'NP5~ l!IE "$Mt70TN . ., MO' Nn;a!'D l#Nl:1$ W.lt.J. ~~ + © © ® CQJfSTBI'/CTIPB 8Srn':i a• STL P.!PB C.X.L.C. P·.B. X P.B. •• STLLONGRADIUS90" BUD, c.x.L.c .• P.E. z P.B. •• STL PIPS c.x.L..c. P.I:. X PLGI. JCrl'EJlD Cl!:KEHT ~ ~ XII. 5• .&BO'i'B 1aADE.. a• S'ff..LONGRADIJS90° BDD, C ••• L. llD !:POU CDATSD, PLO. X ""· a• 1'LUIGl:D JI/W faff VALVK. a• S'l'L. PIPE c.x.L. um J:POH CCA'1'UI, n.G •. z caoovm DD. a• ·vxc:DDLJ:c CODPLDIGI. ,C'~,«"Tat"' $K..kL V.,=<...f"/,...,... /N PIELP ""1&7'V.4L CL.EVA?"/,t:,,V '7P .Er/57'7Ht$ ~,. .w'AT~ .L/NC.::f! ,H,ITC/1 £1.EVAT/l!JN 41'" eX/$TIN,$ tt,,• IVAT4,(' L/NE .... 001 17.4/18.1 39A 64 , 2-112• HIU7 !llPPU!: sar. 80 WEU:IED TO Pl'.PE OR ~. 2- 112• X 2• DlSULU'DIC Bl.1SlllWC 2• BRASS SHORT HIPPLE llD 2• 8R0llU VU.VE (J.IIIBS JQl(ES J-41) 11rrB. 2• BROJraE Cl.P A'? OPEN .... 6• rt.Alfc.mBUTlERFt.YC'DI.ff. 6• S'l'L. Pin c.•.L.C. P'l.G. X P.E. Erl'DD CDID'!' ll:l2l'U C0A!'DtG: Km. t;• AB0VZ a&m:. t;• STL.UlNGRADIJS!IO-IIDID p.J:. X p.J:. ti• STL. nn c.•.i..c. P.J:. x P.J:. FLOW METERING S PRESSURE REDUCING STATION PLAN A © © © 0 © a•:iu,• nDlf NETER ASSEIIBLY (28-2800 GP!I) wrr& Br-PASS &IID SBOT-OPI" VALVES. msn OR APPROVED ~-. 6• STL.LCNiRADIJS ,&!5• JIDID C.ll.L.C., l'.J:. X p.s. 6• sn..t.afiRADUI cs• BDD c.•.L.c., JU.. x •·•· Nm" USED SCALE• 3/8 • 1-0 MAn:H CL4VA'T/ON ~ S/SThY<i 8"' SECTION B SCALE• 3/8 • 1-0 , [ REDUCED SCALE] ® @ ■"%&• S'l"L.. !'LIIIGSO CCISCZll'l'RIC DDOCER, c.x.L. UD BP0n: =- 2-112• 111.Ll' JaPPLE scm:D ao vzurt0 ro s•x6• RZDUCER AllD 2- 112•~• DfSOLA'l'DIG ~ PER CIT¥ STD. DIIG. 110. 505-L. 6· ftL. nn. c.x.L. llD EPOX! COATED, PIS. X P.I:. &• FLED:BLII OXIPLDIG 1fZTB JODl"l' BARNESS. SD ~ @ &• 1'LARGED PRESSURE REOOCDiG llD at:ECX 'DLVE, CIA-VAL lllDEL . HG-01 OR APPROVED EQOrnLU'l' c;;s-1aoo GPM) laTY ~ ff' 90" BENO ,FLG II AC ADAPTOR 8, THRUST' BLDCK ~ 90" BEND, F1.G ll AC AOAPT'OR 8, THRUST 8t.OCX _,,,. USED 6• S'rt..u:NJ R.AOUS90" Bl:III>, C.K.L. AND EPOXY a>&TED, n,;. X ASL Consulting Engineer$ {t/dd ./ 4 e¢'.'.'::: ""' I IAIIHIE...cl"T ----- -rr AI --..-A.G.L. AS SHOWN ... ~ 606.25 ""' ff REVISIONS Nm" USED NOT USED 2• llROllU VALVE J:.P.'1'. X J:.P.T. 2• BRASS !10" BERO J:.P.T. % J:.P.'1'. NOT USED" 2• PRESSURE REDDCJ:.c UO CHEC1C Vll.LVE WITH 'nlREADED DDS. c:LA.-W.X. JIODEI, !11C.-01 fCIT'I'. SI.PPUEDI. 2• maa.. ~-mw.s laPPL& WI'1"II !HREAOEO ENDS Anlll'STABU: PJ:PB SOPPORT. S:tn: SHALL ACCOlOIOD&ff Pll'I: OR l'IAHGE DllK!:TER. SU DSTAJ:L ® a• mcs SUJKP S't'0IIE CONCRZTI: BtDa: PERlXETER V.U... SEE DftllL t0Jt alOSS SECTION. a• BJ:GII ~ SLn1D(C GI.ft PER DftAIL @ PACIFIC COAST HIGHWAY WATER DETAILS CTT OF NEWPORT lfACII 1<-!>».9-S PUBLIC 'NORKS DEPAR'llW(f SHUT39A r,, 64 • .------------------,· .... ··=·--..-,,,,.--------.. ~~-----~~-~'"'"'··--·-----------"<:""--------------------------------------------------------------------------------------------,--T----,,-----r---~-----,---,--·, Post Mllu Sheer Tela! t I / I • .97'0.~ j Ii----{/':! er 5.3 3' FLOW METERING .. • y . . • ... SECTION B SCALE, 3/8 = I -0 10 B PRESSURE SCALE, 3/811 = I'-O" ~ I TYP I /2" TYP. -I ' I ~ ' @ \\ "i See SHeET 3':! Po~ REMOVAL. AND PHASIN4' NOTES '.3 .. (10 I I I I / REDUCING STATION PLAN A , • 70"'.) /NV£L. ( REDUCED SCALE) DESIGNED BY_~A~I __ OflAWNBY A.G.L. !iv ► CHECKED BY S. T. DATE 6/88 ) \ \ / \ \ G) 0 0 0 0 © 0) 0 0 @ @ @ @ (Bl @ @ @ @ AS SCALE SHOWN 2" BAll CORP. .STCJP, ;l,1//? >< MIP ;::oRP ?860CJ i---~co,vc,e,=TE ,!.fET.Ef: 80X T BROOKS ,1,z,, ci>5 9" 3 8 r I "L......fj+'i('.-jjj--+-l---llfl---= -= = = 3 SECTION C SCALE• 3/8" = l'-0" CONSTRUCTION NOTES 8" FLANGED COUPLING ADAPTER. 8" D,I. TEE, FLG. X FLG. X l"f·J, B" D.I. 90° BEND, FLG. X FLG. B" PIPE, STL, CML 8 TAPE WRAPPED PER AWWA C203 8 ,., AWWA CLD FLG. , FF. B" AWWA CL. D BLIND FLG. W/ 2" NPT TAP. 8" STL. 90° LR!:., CML & EPOXY COATED. B" FLANGED BUTTERFLY VALVE. 8" VICTAULIC COUPLING -STYLE 77. 8" PIPE,. STL., CML & EPOXY COATED. 8" X 4" FLOW METER ASSEMBLY (28-2800 GPM) WITH BYPASS AND SHUT-OFF VALVES. HERSEY OR APPROVED EQUIVALENT. 8 X 6 STL. CONCENTRIC REDUCER, CML & EPOXY COATED . 6" AWWA CL D FLG. , FF. 6" FLANGED PRESSURE REDUCING AND CHECK VALVE, CLA-VAL 91G-Ol OR APPROVED EQUIVALEN~ (115 -1800 GPM) (CITY SUPPLIED). 6" PIPE, STL., CML & EPOXY COATED. 6" FLEXIBLE COUPLING WITH JOINT HARNESS, (lOIJG 8Af!,R.E:L-) 7"-f- 6 ,, FLANGED R.W. GATE VALVE. 6" STL. 90° LRE , CML & EPOXY COATED. Pl SADENA 1213)/(818) 792-3096 SANTA ANA 1714)2505525 Dist. Count1 Route Tofql ProJ!Ct No. Sheets t 1---+----1f-------l-------'=:.:.__'==----1--_____:_=+-==~·-• 12. ORG 001 17.4/18.J 39A 64 • i I NV. ,J,. 8 &, ,8" D.l ?/?E 91 e, (2s) '-' @ @ @ @ @ 34 35 I f_____/ ' 611 PIPE, STL., CML & TAPE WRAPPED PER A,W,W.A C203 • 6" D.I. 90° BEND, FLG. X FLG. 6" PIPE, D.I., CL52, FLG. X P,E. 6" D.I. 45° BEND, M.J. x M.J. W/ RETAINER GLANDS. 2-1/2" HALF COUPLING, SCHED 80, WELDED.TO PIPE OR FITTI~G AND 2-l/2,"X211 INSULATING BUSHING PER CITY STD. DWG. NO. 505-L. 2" BRONZE VALVE I.P.T. X I.P.T. 2" BRASS 90° BEND I.P.T. X I.P,T. 2" PRESSURE REDUCING AND CHECK VALVE WITH THREADED ENDS. CLA-VAL MODEL 91G-Ol (CITY SUPPLIED). 2" UNION. 2" BRASS NIPPLE WITH THREADED ENDS. ADJUSTABLE PIPE SUPPORT. SIZE SHALL ACCOMMODATE PIPE OR FLANGE DIAMETER. SEE DETAILIB\ \.37, ~ THRUST BLOCK PER CITY STD. 510-L. 8' HIGH SLUMP STONE CONCRETE BLOCK PERIMETER WALL. SEE DETAI~ FOR CROSS SECTION. C\ 8' HIGH STEEL SLIDING GATE PER DETAIL. ?5 s" FLANGED R.W. GATE VALVE. 6" PIPE , 0.1., CL 52 , PE x PE 8" FLANGED R.W. GATE VALVE APPROVED ) PACIFIC COAST HIGHWAY, PALM SPRINGS (619} 320-4220 PUBLIC WORKS DIRE_!:TOR6 1------1----,,--,-f---------------t..J:;:_---t __ ):E.JCJ ~:80 _ lo WATE.f?UNE. t fli'V ReL.OCAT/ON "'~•""-T DATE.._!:° • :· •• " - WATER DETAILS FILE NO 606.25 DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED A.I. CHECKED H.H. DRAWN A.G.L. DATE 7. 88 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-557,,9-S SHEET 39A OF 6 4 I j_ ! l 1 2 EitrarDPii i &TBT'Pl'ffli mmtB/II mmi ALL STlUPDIG DftAXIS RUD :zll ,a PLAIIS AD CAL'1'RUIS ft»rOAlU) PLlb A2o-A. .&20-8 AND A2O-C UNLESS OTHERWISE NOTED. Jk> P~ (JtZS J DD m::D LAD SJ:(;115 SHALL Bl: N0tlH't'!:D 011' DTAL U-SEC'l'IOII JIOSTS. loLt. Ofll:Dl sras SB.I.LL m: Jl0(JftlQ) 011 ax>D l'0STS PZll aLDHB ~• > AU. Pll\lEMENT MARKINGS~ AA'R0'WS ANO S'rM80L.S AND f'llVEMENT MARKING WOROS, USE CAL.TRANS STU. PU.HS A2"-8 MID 424-C. ' ~ SBlLl. JtDm\lJI ALL ~ DD CDRPLJ:~ STJUPi:a. .&IID ICUDIIS. -153 --- [ REDUCED SCALE] BAYSIDE DRIVE ts! .. i i : • ,! l l ~ ~ ,.,, ,.. ,.,, " .. ASL Consulting Engineers -•,-~R~•~--1 -• ~., J.O.C. ci,on; G.BA 11/JJB .... HIGHWAY u. ,f'#C.-) £<. e'.ffH~W'AtM ,,,_,,, -- l.E4END ---""'""ll'lfZ1,p]8/i6'7'pMr -0-6J""17N# ~ ~ * '"'J, I"' ONL'IJ ONLY OK -g, .. ef!Q; hi-(,.. TIU.f"FIC I! INIE[II IILIG UOf.ll " . - PACIFIC COAST HIGHWAY FROM 600' WiO BAYSIDE DR. TO ~o• E/0 BAYSIDE DR. SIGNING AND STRIPING PLAN OlY Of NEWPOII IE.IOI 1<•=,9·.$ ....C 'M>RIIS 00'MTIEff ..a 40 • 64 ---- --- n 78 79 DETAIL -;;{Ty,I?------ -· l?.4/✓111./ 41 114- PACIFIC COAST -~"'=·===------H-I_G_H_w_A_Y___ :.,,,._ ,:__ /~~c====~•~1~wc.. ________ -'------- sr- 69 70 71 72 73 . .,.,,, R/W ;r. "'w ,---..JM•~ \ ----i ~ .. ----- al>- -------- ~-,,.,,r1nS''9J°(rlln ... •1c·::.::---" " • --~ . pROMONTOR'< POINT :I, FQI( ~✓6/h,Je, .( ~11'hJlll"'6 ~~lfAL NOTES ~ff '!J#/7" .....£2_ ASL Consulting Engineers (4tof/1N~TTzrp: ., 1>4az ~.,. RI( CHEOISI n G.a.A. _.,. ✓.O.l' Dlll!l t,/&S __ ---1111!-- --~!'19•1"5'< l'JIUll-«JS -=--= REVISIONS !.EtjGND .... -1"1Nlflt!7.#P ~ ~ --0 -&-'"""K~ ~~ .UMH * -DlrNt771r'd ~IQA't'~) 711 lla"'f/' ~ dt" 4:T~N(f ..cN. « '1e0~4P ~Ut!IN ~&',:r. [ REDUCED SCALE] Tllt'M'flC ENGi t:EII llLNCL Ho,f,$ /9 ltNJ ... -- PACIFIC COAST HIGHWAY FROM 400' E/0 BAYSIDE OR. TO 51!5' W/O JAMBOREE RD. SIGNING AND STRIPING PLAN OTYOf llEW10RT IEACII .....,._._ IIEI' 41 ,. ~- I -0 .. ·- PACIFIC ' ! STA /OS +oo : ,J .-CJ.I JQIN EJf/6Tq,l(i, •mJll'IN& PACIFIC ,,_ j~ ~ Ii COAST HIGHWAY .;i-- -~ - -~ -~ ' ... _, ,-l - .::-i--~ .. ---- ----- El'-~'6~1,fN --'Ze#'!I) ~ , \. 'Mfl'•t :~ ~ l:J -g ~ "¥ ·}'M $/6NIN'I 4' '$TJ'rl~/Nf$ ~~~$#1T.'40 --95:DE-;;1~ I ! ' ' ! ' I ' ' I ' ' ' ' -,.,,.,,., I' ! ~ 97 ' I ' ' ' ' ' ' ' ' - - ' ' ' I ' ' ' I ' ' I ; ! ! I ' ' ' I I ' ' ' ' ,, ' - -n. ASL Consulting Engineers _ _££_;,, i~ ~--.t:..,}:IOlq__ f-+--+--------l---1 •~E. T _.,.J.K...._ ~ .... _ _,, J.0.C o,.n- I I -~ I"• 40' l'llllM---Zi!MZ!O I --606.25 """ .. 00/ I l.EtjEND ---AftlA:f.MZ' ~ Vtl,,tl?' -0-&,7""'7N# ~ UtlN?' * -D£N/77T~ ~,l#Nl'4) 7fl al"'fl' ~ 4t" ~N'i .AN. .::a,e """91eO.P0-#6D ~U4N ,P«.&-d. [ REDUCED SCALE l , , I PACIFIC COAST HIGHWAY FROM !515' W/0 JAMBOREE RD. TO 2040' E/0 JAMBOREE RD. SIGNING AND STRIPING PLAN OIY Of NEWPORT lfACH I l'(-557jl-S PU8UC 'll0ltKS tlO'WffilOff" r-42 Cl 64 I j. I LIGHTING GENERAL NOTES ALL STATIONING IS BASED ON CDn'ER LINE OF SR-1. 2 CONDUIT LOCATION TO BE PER CITY OF NEWPORT BU.CU STI>-IOl•L. CONDUIT SHALL BE lit;~ NOM:UJAL DIAMETER P.V.C. CONDUCTORS SHALL BE: NO. 8 AWG '1'YPE TW COPPER NO. 8 AWG, UNLESS OTHERWISE SHOWN. • 4 CONDUCTORS FROM POI.L!!OX AT BASE OF STANDARD TO TB£ LOMINA:ZRE SHALL BE NO. 8 AWG TYPE COPPER PER STI>-204-L • 205-L. , CONNECT A NO. 8 AWG COP.PER W:UI.E PROM EACH LOMINA:ZRE TO A GROUND ROD IN THE POLLBOX AT THE BASE OF EACH STANDARD PER ST0-205-L. SPLICES SRM.l. BE MADE IN PULLBOXES BY M£Al,IS OP ENI>-TO-EHO CRIMP TYPE CONNECTORS PER STI>-204-L. POt.LBon;s • SHAUi BE NO. 3',: PER STD~205·L. CONDUIT ENDS SHALL BE $£Al.ED PER STtl-204-L. ALL CONDUIT, WIRING, CRIMPS, FITTINGS, PULLBOXES, LUHINA.IRES, POLES, ETC. OSEtl ON THIS PRo,n:cT SHALI. BE O.L.. LISTED AND APPROVED FOR APPLICATION USED, , 10 ALL ELECTRICAL WOQ: SBAL:I. COMPLY W:tTB THE LATE:ST AMENDED EDI'l'ZON OF THE HATlONAL .eLEC'TR:tCAL CODE, ALL STATE MID LOCAL CODES, AND ClTY STMIDARDS. 11 SUCCESSFUL DZDDXNG ELtCTltICAL CONTRACTOR SHALL VISlT THE JOB SlTE AND BECOME PAIULIA.R WITH EXZSTIHG COIID:ITXORS. l.2 LOHlNAIRES F'OR 'l'YPE llAIIIOIVlNSTALLATIONS $tW.L HAVE ENCLOSED. Rl:GOLATOR n'PE BALLASTS WlltEP FOR 240V OPERA'l'IOB. 13 STREE:'1" LIGHTING CIRCUIT SBALL BE P:t:Jl S'l'D-204-L, FOR CI'n' OWNED HOLTXPLE C:IRCOIT 1240 VOLT). 14 LUM:tNAIRE ON CITY LICBTING STANDARD 'l'YPl!:llANOIVSKALLBEk.!!S.. CUTOFF• ~O WATT lt6000t..l\-:_ • . 15 LIGHTING S!:RVlCE SaALL BE P!:R CXTY OP NEWPORT BEACH STD-206-L. 16 PLACEMENT OF CONDUIT UNDER E:X:tSTlHG OR PROPOSED PAVEMENT, AND EXIS'l'INC P.c.c. SIDEWA.Lk SHALL DE Pt.ACED BY JACXXHG OR DRILLINC ANO SHALL BE l~• METAL CONDU:t'l': Ll:Cffl'Il«i rnBSTBIICTI9!! JfflTM PmllfISH AND DIST.ALL STRU:r L1GII'!' ARD 110. 3-1/2 PCLUl0Z PER CITY ·op ll'PPORT BRACH STD-201-L, L1caTDfG S'rAHDARD TrPl: Il WITH 8' MAST ARM AHD 34.9' IIOIJNTDCG HEIGB'r. I.1JJCIK1D1J: SHA.LL BE l.50W B.P.S. lfITH BOLB DITENSrTY OF l.6,000 lll!IEHS, TrP& IJ:r JIEDitlK DJ:STlUBIJTIOX, 0n.'-OPP, 1fr'1'B Pff0'1'0B1ZCTRl'.C czu.. PRO'l'BCT EllSTDlG STRUT LIGHT IJr PIACE. DfS'l'ALL SERVrCE CABDlff PBR c:rTY OF 11nP0Rr lmACII ST0-21Hi-L0 Jt,T THE SACK QF ~K. PURHrSH AND J:NSTALL 2• COROOn' Rmf J'R0K EnSTIHG m>:mc. VAilUI.' TO PROPOSED SERVJ:CB CABDBT. DIS'l'ALI. 0MB (l.) 110. 3- l./2 PULLIIOX Df CONDOn' RON AS SBONR. DfS'l'ALL POLL llOPB OR wrRE. S0D'l'HEJUl CAL:tPORKll. EDISOH' '1'0 l't!RHYSB AND 1llS'fALL """""""""'· 1-112• P.v.c., 011. 1-112• DTAL alKOOZT .as JtEQOJ:RZD. CDlaJIT PER Cll'r S'l'D-204-L. INSTALL 3""8 AWG, '. • REMOVE AND SALVAGE EX!STDIG STREET LIGB'l' AHD POLL 80X. RELOCATE '1'0 THE.NEW STREET L1GHT IDCA'r:ION AS DftlICAttD OW THE PLAHS. rN~TrOH OF THE RXLOCATED STRD:'l' L1GHT AND PULL BOX SBU.L C0JfFORN '1'0 ·THE c:rTY OF MnP0R'l" B!!!ACB STDS _ 201-L AND 203-L. PURN'J:SB AND IH5TALL STRUT LI:GBT AMO Ro. 3 1/2 ror.i.aox PER cm OF NEWPORT BEACH STD-203-L, LIGH1"DrG STA!fDARD Tn>E IV 1frTR 8 • KAST ARK AND 35' JIOOH'l'!RG·~rGHT. Lt!KrN.URJ!; SHALL BE 1.50W B.P.S., wrTB &1L3 nrrElfsI'l'r OF 16,000 IDKeNS, Tn>E Ill NED.nill DJ:STlUBtJ'l'l:ON, CJT-OPP, lfl'l'B l'BO'l'O EU.:~C CELL. 1\"P.v.c. OR IJ(°"4ETAL.C~NOUIT(lS REQUIRED,CJRCUIT PER CITY STD 204-t... INSTAU. 3-14 AWG ·- 153 :;:,--" PACIFIC 154 11 BAYSIDE DRIVE "\.... 58 -=---, ' -¢ -~ ASL Consulting Engir.eern -m R.K ON,-n J QC /GT -·As SHOWN ~ IIM>1llt""'7,15 SNfrA-• ltUlffi-1NII PlllM-.OS • (ffll320-0221l 606.25 HIGHWAY 8 60 REVISIONS --0- ---0- --t:r:- DO/ LEGEND NEW ELECTROLXER PER CJ.TY STD-201 -:r.~sm.~203·L.. EXISTING ELECTROLIE..R TO RE.MAU,: IN PU.CE tmLESS O'l'HUWlSE SPECU':IED OR INDICATED. l!."TERSEC'tlotl SAFE:n' LIGHT• Pl-'NS, SHEETS 46 THRO 49. SEE nl.FF:IC SIGNAL lZi --Ll;GB'l'J."uG S:E:RVJ.C:: PER CITY STD-206-L. O --NO. lli POLI.BOX (m;w). 0 --EXZSTJ.liG PULLBOX LIGHTING COXDUIT, 1•· P.v.c •• SCHEOOLE 40. EXISTING Ll:GHTJ:NG OR SJ.GNAL com>OlT TO REMAIN tmLESS 0Tl!ER1-"ZSE J:NDJ.CATED • EJUS'l'ING SOOTBERN CALIFORNJ.A EDZSON VAULT. ~ __ REL.OeA,TEO ELECTIIQLH!IIJt,N) PUl.L 9QX PEfC:rTT ----,a,, flO. 2Ql • L• 18J--1t0. s½i ,ULL90ll lltf:LOCJITEOI 6 [ REDUCED SCALE) PACIFIC COAST HIGHWAY STA 153 +oo TO STA 61+25 STREET LIGHT PLAN aTY OF NEWPORT IEAOI PIJ8UC 'M)RKS DEf'AATMEH'I' SHEET 43 Of 64 a 66 64 • ------ • ------ 77 78 I I· • 67 66 69 70 71 -------------- ---~ --- a 81 80 ----- PROMONTORY ()0/ 8 I, //071!, REJ.OC,UZ' ..wt::1,1.,,'GN'I. !!}~.;~ ~' K'£t.oc.11r.e F.&MA ST.ii. :,.STZ-1- 72 73 ~,,,,.,,.-4 ___ ,v •.9AW$. AT~~ 86 85 , lt_"l/,.P.,. i~; '. ,., ~-\\ [ REDUCED SCALE l -ASL Consulting Engineers = ::::: l---+--1-------+--l i::,:k:d>U.. PA.: .. 'Fl·C· + 2co5 TASTO = .. H.IGSHW+so'lt( 0-~ .I? PUBLIC wo,1111 Dlll[eTOII ~·· .... , '"li'1W.ui i 'rf.l11t.i I ,v Ill f .,~z ,,, .. --·:-:-=~~-=·~::__~~;--;'t=--;-~~=--=--=--=--=--=--:;-;-;-;--;--;--=--=--=--=--=--=--~t;-~~~i~a.~z!~'~·:~~~-==-~s;T~R~E~E~T~L~l~G~H~T~P~LA~N~;;:;;;:-;~ -~_,,G.ssa.,,A.,__, OEO(£DBY G.B.A. = fUMJ °"n: .,. DESCltl'n0fl ""'°' DE:SIGIEI DRAlffl CITY OF NEWPORT BEACH l'(.-:5~79-.s DF\AW!'trr J.OC. 00,11, ~ 8 -AS SHOW~ 606.25 REVISIONS CIEKED 00,tt PUBLIC WORKS DEPARTMENT SHE:tT 44 r:. 64 ·o .. ~G + m m • ~~ '-~ • • •• ~ PACIFIC 100 • -1zhr.G. - ~ "~ •• ~Mo,: &141.""GE ~A,S ~ .--s"r..U: :n:, &✓T",Y)",,4,Je,D. }. \I ~~PACIFIC COAST ' ✓ . IOI 102 _,ft • ~ ~~ ,, ... ~~ , ( '-' .. It ~ . '" ~ " HIGHWAY ~ tj ! ✓ 103 104 ~ 105 . --'-' ~! ~~ •. 't IZ1f.l'G . MATCH LINE STA 12+SOt JAMBOREE RD. SEE BELOW RIGHT COAST ------------ ~ ~ m 1/11~: hil>eAn: n, •-:;:·:......---------------------------...Jg: 7$#.,7 _ t; ~ -..--------..----------"" .. --------t,--------.~.--------.----~§ ~ .. It ., ~~ ~N ~ --' ~ - -106 f I • I I I I I I I I j ~ I I I " 2 I I [ REDUCED SCALE] ASL Consulting Engineers -12131/-1'Sll!'•:m6° $.OHlA...._. f71.lllml-1l'l1 PACIFIC COAST HIGHWAY STA 86+00 TO STA 106+00 STREET LIGHT PLAN = OTY Of NEWPORT BEACH AS SHOWN 606.25 REVISIONS PU8UC WORKS DEPARTMENT I COWDUC'7Z:IR .SCHEPULB I 1 .• ~1 """""" b1£1&l&IAl£>IM1~ ~, -• ~ • • • • -~--• • • • --• • • • • • • • • • • • -- ~ • • • • • • -. • • • • ,,, • • -• . • -- nP -• • --, • • z • • -- .,4~ • • • z • • • • 4'36dA5 ' ' ' -,_ ' ' ' I ' ' - ' I ' ' ' • ' ' 4/UP~ ·---" , , • • • -------' • • • • • <, • • ,,,_ *"' ,, •• ,. ~ .. ... ,. ,. 1,s_,._,., ' ' I ' ' • ' ' !/Ff.:, tpl,6MNR~ • ~ z • • • • - I • ,Q • " • • • • • ' ¢,ar. ¢ZPa" 4 ,, ,, ,, &$3" Der. z z ,ua,: " z • • " • ~ d~a!T." • • • z z <1 #r,on. Al"7~ I I I ' I I r.:1r,,u. o~~ , 5 .. .. " I/ s-A<"r,:::, ,:0,44,:e-, 2 --1-• ---' I ' CIWPUIT 6/ZE .. ... .. .. "' ~-.- ~Air F-1./LI- :.. r II ., - i • ~ t -' - PF"$/lfN"'1T/INS I -------------- ----------------- -- PACIFIC COAST I I I r I I I BAYSIDE * DR. ...,,,.,,6/4 ,YA,,.,r ,..,,.,...., ;:;:,,.,~ ,r~~ ,...._,.....,., ,t;:I0';11 /(t ";,,, • "1:T.S . 4>TA~ ll/lffW~ N#. ~N M6M.A UMJ,U <V'/l111"~) I »-•--"> (~ z,,,,' /Z' --V :z ,,,, (/,11'') - .. " it .. [ REDUCED SCALE l ASL Consulting Engineers !'IIIWJBilQl311--·- --/7WIIIN•Tl'a1 ·/14,,'i~ WIU.IAM F . .-:TT • F -... ~ -..-· J.Q. [!} ------·-1r tJ,t'6 001 ,.,. ,I 18-/ 4(, t,4 5&Hl!!!DI.ILE .:S-L. MTi/i. F'S''f'UPl/l"n,I. R,[£u:,:,,tn,:, ,.,,~ M.A. ~ rrPe ~ A# -s· -= ,1-r -__ ,,_ t!> ~z.. W•/•T" -~-r l!!J ,, ___ ,... ... ,tl,4-. -- rnmiTBPCJ7QN HQTI!\! RELOCATE EnSTDlG TYPE l.70 COM1tOLLZR ASSJ!XBLY. RDl0VI: Utl DISPOSE OP BXISTDfG 1'00HDATIOII' {SEE ALSO JKJfft S). REI.OCATE :txISTDIG 1.20/240V 'nPE •311• BXGIIAL Alltl LICB'l'DIG SltRVI.CI. • RDIOVll: AHD RBIDCAD EXIS'l'Dl'G 26-3-70 POUi: AJID EQOIPM!lff. REMOVE ANO DISPOSE OP 1'01JHIJP.TJ:O.-. PROVIDB 11EV :rommA'1'Iotf, ANCHOR RODS AHD BOI4'S. llP1ACZ XAS .JEIOll'l'ED DAD 1frI'B REW (OR 110D:tnED} ~ PD DrrllL •~• • REl'IOft AJID RE10CATZ EX:tSTDIG ffPZ ll. POLZ DD BQ(T.[PKER'l'. REJtOVZ AHD D:tSPOSE or GlS'1'DIC P0CJ'Ktllff0.. PltOV:tDE Nn POONO&ffOK, JJICHOR ROOS AlfD BOU'S. romasa AHD IKSTALL TWO (:Z) M1 S:tGMS. OHB (1) Dea OH STREE'1' S:tDE AHD PARmfAY SIDE or SIQQL POLE. DISTALL PPB POST A1'D PPB POR BDCI Ac:ttlM'ZOIJ. PIM'&. IllSTALL OPl'l:COK'l'II SPS02 PD. SPZCll'.Ic:M'l:OIIS. USE RC2C S:tC..- DlSTAI.L OPI'ZCOK'l'II PHASE SZLZCtOR IIODCLB(S) D EllST%S CABDIET PER Snctnc:M'l:OIIS~. I(; Ell 111[11 ..... lt!N'5 ,. TRAFFIC SIGNAL PLAN PACIFIC COAST HWY Jt:r BAYSIDE DRIVE - -OTYOf fflrPOITISOI PUllUC 'MIID WiaNI ft-".,,.. s ...-46ar64 I &4N&>Ucro,R ,.a &'tRCUrT" ,,, z • , ...... -~ -- "'"' p - -·----z " ~,4/..-ld • ~&.6-- -~ -- 0 -,5-p, - s ~~ -~ ~r.,u P,tC - $CH~ I 4 " • - z - 2 - z " • • - - -., ~ " .. -- • " ---" " " -• - z z --2 2 " 2 -----2 ... • "' • • ~--- " ,,, " , , , - -z -- ~--~ --..---,,--~--.-~ / I -- -~ ~ - " // "' - Lr><~ x~ n J r~r~IXX~ lh"t:, /.!PAIR#M W/M>. ;fJ? P;TJ 'lJ ~AG'. /N:,7;,/&,;,47'/,::VV AT &4YS/PC /'~ ~ ..,...,:.,1 A!"#N ~A4L4' /~ ~ _,,,.,,, ?PN,;e~u~ ----- ---- ---- -,c; -~ -• III 13 I ' PROMONTORY POINT ASL Consulting Er,gineers -- ,i;;i •• 2 19-,-7,:;, ,..,. -· ,j 41. ,,_.,, - I ,,. -~-7"' ,...,.,_, u· ..... (,Ill;} --ra.i -7 ✓..1 u, - ,. '""' .. _,_._,I/IV_ LI,6. N. ,s. =~ .. -----,-r , 1 .... I c-, I ..,.,. I /t' I (),(<f, I tJOI I 17-4/;8./ PACIFIC COAST HIGHWAY ~--• Rll.e ~,.l ~~ •A• ;,• ,. COKsnmcrtOH xczrzs INSTALL OPrrcoKnl PHASE SEU:C'l'OJl IIODOLB(S) IJl EX. CABDlE'l' PER sPEcznCATJ:OHS. ~ OP!'Iallf'l'II SENSOR tm:C'1' PD SPECinCATIONS. l'tl1afISR AJf'D DlSTALL 1'lfO (2) R41 Sl:GJIS. ORE {1) DCB OH STREZ"1' SIDI: llD PAJUOIAY snm OP SlGllU. POU:. I 41 I ,.4 [ REDUCED SCALE l ~ ,:~'IC~·- •• SANT"-'11~)G9~ ~PN.111~· je1111310-"'220 606.25 1---1-+-------t--lt:> I .. II//-Id-.~ -ilii,re Ell&IIIEl!II , --!--+-----------+--! u.,.. not, r-~ "-., .i t4 ""' .. REVISIONS TRAFFIC SIGNAL PLAN PACIFIC COAST HWY AT PROMONTORY POINT aTY OF NEWPORT BEACH I =579-s PUBUC WORKS DEPNnllENT I SHED 47 ar 64 i l i I ., • • • ., • • • • • ,, ., . • ., . 3 '4 • • • • • ?O • • • • .. • • • • • • •w • • • • • • 3 ,., • • • .. • • .. ,., "'" , , z z "4P z z • • ...,, • z z z z z z ;r~4 , , , HPP4 , , , , e,<,,PP4 , , I I , , :IT.~~ • , z , z z z --4?5 ?,:!1333333333 r4TA&-' ~ &, /'!) Z# z,q -,. ,Z&, Z!' /4 1.:F II ;,r 0&7:4/~ C'-:1'P~ R73 #. r.':£ r .l _) 0 7 t -i - \ ~t ~~ ' • ~~ ., ll "! ASL Consulting Engineers l"M~&IIIED UNDEII T~Y"'i'..~.C.E. i'ITU!I DllfECTION l>F: ~~L;-:B.tt;;Allzzrt-'11.C.E. 314,2 • PlltNClPI.E·lft·CHAROE,~Ll.lAII E, 8ENNETT • OESaQIEDll'f 8-j_{ -~. ~IIY t;.8, !f~dM¥-' I I I IZ I I I I I I ..,,, WA/.V,#/,eE , z • 4 z z z z z rJT.4£*/o I • • 31,:. • • • • " I ,., ,.,-,: • z , z ,. "2 p/!'T-•• p#;r. I ' u plr. 4 4 4 4 " ~~ .PET. I / I ~ -~ p,FT.' 4 4 4 4 4 4 4 " .7 OGr. I I I I I I ~ ,., .,,,,. , ,. • n,r,,,,,e oa: z z 4 I, /I, /0 /0 .. .,. ,G 4 ! ,_,.::_":::: -Z' z Z' 8 4 4 4 z z - __ &J_ I I I I "1VPQl'r~4" ,;, /i, ~ "' IAR'4'""'7""~ (IF)., 0',1'::Jr~ ~QV,'r° . - Ii . ._,,e4!',/'"•lil "-o • ' U Aq. ;STA,VP.J,e'O #4"dt:~/,Pr,r4N l~-"$.JIIU I 7YP4 41!1 /0' r .,,.,,, (/&1' ~.:1-?IJt'M' ># /A(/":) 5 r •. .,,.;,"/~"·J 7 /.4 C/b'.) 8 r6-~•74 ,".I(,') ., ,,. {'/(J' •o· ~-· ~,,. s«· ,,.. ,l'Sd.V-V ,,. ,!IJ/tdl>'-'!51" ,,. H,().WH~Y ,,. H.61""Nl"'SY /./.~-A/. !'I. ,!,£&4'NP 4/,1/,,.,IIN.FE .KA ~-,.-N;;Y: V.il.H6~4"4' ,,e.e,_ /IZ"~. #-/:JU!; /Z;:14✓.e -"~ --- $/'NA&. Ar6. ,e.r::r~_,; ,'I~ I _..J_ A""P. rY-'.F IMol~ ll'f.l~ N4N~ TY-.Z..T -, ,:w.,,-.,-..,,,,;,W$1 N'dNE " .,,, n,-r-r ....,_, ,, ,,, '/SJ'-l•T ,,.,. '!IP-l·T ,, .. --,.,.~, 6 ,_, n,.r-r :SP.l•T ,, , .. ,n,v-r !A#..-~r ,, n nr-z-r ,t,/4#£ ,, .. ,.,_., "'~ ,,,_,,_,. --------.cc ----- J"61! ~,,UL. A J£,£ ,e,:>,NJ:T. ,U,T,:!-, ,,_r.'" "?"°,,..,_,.,_/? ,/';; CQ.,tQT. Nt,Ti ,;U,L .,.,.8/f" b:i'Vf.P. Ji# &¥"r.,u~ ,,, '" .,.,.;w F""1f/ll '" A/iJ; ,!!QVfP. ,,,_ NiW lr4UIP-'" .N~ e41tlr.P. -------- -#--: / -:( c---"1r'---· • t-::t-----==-----:o~~~P 1· ' ( ~- • ,,..,,,,,,.,, _,,.,FPMN ~ ~ ~ " l! II f11-7:-l..:_· __ -;.1,, <~~~~lf<r-==; .. l;'--TT~=---~=i ,____ __________ _ CAQT/.?H./ 11 fT-:W," NNNP~E~r, 6,,,l,!f("~e,4L,6,lf~a ''--41-lAolfJ -la #K,'$r'. / i;:,_ • 4~ ':SPUrN ,:,,,:-. ~ z,~•,::::~ _,P~& ~-.-.. .I . 2 ~ Ot!'TA/1:. e, 0:RONT V/EW) ~ lD 0 0 m 0 0 Erl .0 0 PACIFIC COAST HIGHWAY CONSTRUCTION NOTES RELOCATE EXISTING 120/240 TYPE R38"--5IGNAL AND LIGWTlNG SERVICE. llIDCll'!! '1'YPE'. 170 COHTJtCll.LD. .LSSEIIBLY. n:MOn AND D:ISPOSZ or xxrsTDl'(o FCUHDA't'IOJI. CXIKS'l1DJC'1' ,rn FCUHDA't'IOH. JIODHT NEW l-SEC'l'IOH HEAD OIi POLE SO. 2. l'ROVlDll: ARD Dl'STAU. IIEW KOONTDl'<o ~- JIOOHT R!,16 SIGHS OR B0'I'B SIDES or SicaAL POUi:. IIOOHT Y75 Olf SIGKAL POLZ. ll0TT0ll or SIGIC H PDT ABOVE 'l'OP or CORB :n.z:nfiOH. REMOVE PED HDD ARD Jl0mn'DIG lllllDIIARE PRON POLZ lfO. 4. DfSV.U. 'n'1'Z A lQJtn:RS H 4 PEET OH CEN'nR TYPJ:CAL. ·n,S'l'AU. OPrlCOlf'DI SDSOJt PD SPECll'ICA't'IOHS. IHSTALL OPTIC0KTM PHASE RLEC'1'0Jt !IDCUU(S) Df :a::tSTDIG CABIHE'l' PER SPl:CinCATIOllS. lll"STALL PPB POST .um PPII Pmt BDCE AC'1'0A'tlQX. USJ: Jte2C SJ:GK PU.ff, T•Al'l'lC t:NIN[EII ~-1--1--11------------+--! 11.LWJ u ...... Dl /1 1 TRAFFIC SIGNAL PLAN PACIFIC COAST HWY AT JAMBOREE ROAD ""' ., """""' G. ORA-... JOC-00,TE ~ 88 AS SHOWN REVISIONS ~ WE CITY Of NEWPORT IEACH PU8UC """"" DEPARTMENT I I I I \ \ C ' \ \o~ ~o';o'-~~\ \t\1~1 t)' "\ I ,' ,1 ' Gv NORTH SCAL.£!1" .. 20' /4 ' ' ' l ; l. \ •• \ \ .. @\,\--___ --------=--=--=--=--=--=-- ' NORTH . .. f";,""-Ce c:,p ~TTP. ----- ------...._:__ __ _ •• . ., PACIFIC COAST HWY --------- PACIFIC COAST HWY. ----------· I ,, I I ··---c...___ .. ASL Consulting Engineers ! -----• - .. ---- ;, ( .. ' I. I ., -~_-·i ' -- \_ ----... __ •• ... PACIFIC COAST HWY. ASL Co,:,sulting Engineers -'-==~-==--·· i\!1¥ wiU:1iii i.Wi.Tt -AS SHOWN 15' 11,' I ' I : I I~ I 1,,----• -Fr 1:;r ' I .. CONC... H~e.p. TTP. b \_-\'- [REDUCED SCALE] -·· .............. ~~ .. --.... -.,... .. _ ., ....... . ..... _,. --- ~~ -. --106.2!5 / I C I . ' ' ' J ., ., .. , ., / +7' i~• ,,a =-~ ~I . '' m,: e,~ ,· ' ,,,_p.,.... -., ·-., I Fri l •✓ ., l ., l ' ' ' I ,') l"ACIFIC COAST HIGHWA". MEDIAN HARDSCAPE . PLAN 13/5 l , • 01Y C. IE1nOlf IUal ,.,.,,, • .,, PUil.iC----.... s, • •·s .. •• .. " ' I PACIFIC COAST HWY. I Id y(r,l.'lpe.c CONC. T'(F, oe,' •• " PACIFIC COAST HWY. ASL Consulting Engineers -AS SHOWN· .. .. 10' !O' I~' Pr •• " [ REDUCED SCALE] I I I , l ' . I ! I . , 'I """ ~ • ' s1,. . ·-i~~ .-'-.....__ , ·..'.':•....!lI .. (:.l: .. t~-~-----+· ___ ·_ -t PACIFIC COAST i-llGHWA'f, . ,,,,.,c;._IDllll:CT"QII 1---l--+-------+-l • MEDIAN HARDSCAPE7"\ ; PLAN , 14 /fi} .· • r ..,. . -CITY Of IIEWPOl'I' IOCJI ·_• F--SS1"!-"::> RMSIONS ,u-..c MllD COllll'IWIR' ~ 52 •64 ; I 1 \ (Lb· u,' I a,' ) ( F,.. ' ! , .. +o' , .. so' 1e,' ' i 1 I I 1 ' . i~ / rr' \,,. 1· ,,... I/ rr " ·, ' -' ! . - t ,., , .. . ! PACIFIC COAST HWY. zo' .z..5' +2.· f --··-"-- !' F,... ,/ ~ so' ... ·11= I I -~ t: ,-- /7 I l ,,.._ ·" rr ,f' ... _L • t -. , .. f7\ --. ·PSO c.,:,r.c.. "l"T'l=>. _J! I "' ~... ( .• rr '\,_ 176\ I ~ ~- . . I I ·- I I NORTH SCALE:1"•20' ASL Consulting Engineers ---~----"· !,•43 WILLIAM E.KNNETT ~ AS SHOWN lb' -·--r r,,- [REDUCED· •• SCALE l "" -• REYtSIONS. ~ NORTH SCALE:1•.20• • PACIFIC COAST -HIGHWAV MEDIAN HARDSCAPE --_; ' PLAN 15/5)· • CITY Of ll£WP0IT ta01 ,.,.,.,-., · '-· !'UM.IC W0flllS DO'MTIIDff ~ 53 •·. ' ""'1" -.,,,,. "'1'1-1 .,.,-A. c::--r11 ~-l ,i.,o ~-rs .., ... ~-v.; ,,. -P· -11-,ti B·14 ""°'"' """ ,,, p ,tu, .... +..::.G . ~-·1 -11.:.. .. " ,, 0 ', •-~ -pv: e,-11 1,(...0 !,.IX-10,0: ... , ¾-0 ' l\~-1 -",o-l'\ ~-1"1 """ \ i I r-~ -<oa ; ~-t-<i ,.::.,; ' i \ l ~-1 ,¥1,G' I 1%·2-l >H p-10 -i'-0 \ p-t-1.-"7-l-_,,,\ ~-I! 'f,., f'·Z7 --,,.-.. --------p-r: ,,.,,, i,-it 13-A--------------- -------- - ----------------------:_-=----------------------- -------~ - LEGEND \ \ I ' ' I I --j ~ UV t"{C. (1-b-1-~~) !'If!:-i -·-····-··-1 el-,$. ~If-t-.::. C~) rif"I=: -- I ' -- , 'r -- ·11 ' \ -• . - I ( i I .I ~' . I ----------==-===---==~-------------~I w C iii ,L ··- ---- ~~~~a,i..J~ '"'F ~~ ~~ l'U-"='~~1~ Mi'-11-l\.-lHF-,"Htl~W~ ~ ~,...I r:? ~~ -iO .,,i,..v. n~,~~,t,,c,~l J"i...j... ~ ~ ~ 1-¥-11'1 HHF ,t,Ht:i ~W!~ ~Hrn,W-l ,_,,_, -fl""'V ff"',"<>-,,, I""="""""",;,, f""--m~c-.,icrs"""') ~~~~tt-e.~~~~J"t-10~ ~ ~l~~.:q-..1~ 1f ~~!'HO~. ~ 1'HF--Cff( tf" 1-J=Wffl -• • ~~ t::1==-~E:1-$ ~ ~-S-l!l-6~/4-10 ~ ~ ~ ~~~ ~ ~ ~-&<:;1-ff~ q,:;..,~. &v.:>T~ ~le$:'. -~~ECfl.:i.l 12' ~~12:> ~n=t'-~ ~ ~~ IJ..!-!;;lf..U... ~ f'l=F-Cl'I''f fflO ~ ~ ~ ro ~ ~~ TP f'VU..l'\.L rFl"+-ll"F-, /'1-U? ~ ~ ./U.-;,.,s.~-~::::oat::i l'6 __,,_,,.,...,u._,.,.,_("'1"f-~) 11ft=. ~ T"" ~ ~l'b.:>f.1/>~ ~\Jp( 1,,10 ~~y loltfl4 ~.::!f"Cf1...1F ~ ,r -(c,q,,..,_ ).,,,...,,.,.,,_ > < al I REDUCED SCALE] ASL Consulting Engineers .............. ~ ........ _ ~·--·"•·"'"'" 1---1---1------+---i tit2 JU ~~ ..... --806.25 .,--- I ' ) NORTH 8CALE:1"•20" ------ PActAC COAST HIGHWAY-, ;_ ·!>-"':: IR_RJGATION PLAN Cl/5)·': _ 01Y Of IIEWflllr Eal I •-ss-'-,,> , PUIU: ... ..,...,. t.-s4~.i::. ' NORTH \ \ 8CALE:1"•20' .. .. @\::===---c- NORTH . &CAU!:1".::20' i •• ., PACIFIC COAST HWY •• --- PACIFIC COAST HWY .. {REDUCED_-SCALE} I I ~b---~-----·. • • .c: ----. ' . e ' •• I .. • ---: •• •,· •. --! • ----== ~ 1;: -. .. ' E :! ................................................... ,, ····•• ...... ) --··-,.____ ----- • • ---~------PACIFIC COAST HWY. ----- •• PACIFIC COAST HWY. ·, .. " •• [REDUCED SCALE l . NORTH SCALE:. 1•-20' AS.L Consulting Engineers Wllll411 L BOlltl. TT --. AS SHOWN ) I .. • • PACIFIC_COAST HIGHWA'I' ' ' . .Y. IRRIGATION PLAN 13/.51_-_. • ' • \~' -- I i I I -. ;." I -,, . .----,,,..,..---------------------~-----------~-=--=--=--=--=----_-_-_-_-_--:--:::::::::::-_-_:__-_:__-_:__:__:__:__:__:__:__:__:__:__:_::-~-= . .:.:.:.:.:.:.:.:.:.:.:: .. -::::::::::,::::::...:: .. :::::::::::::::-~· -::::::::-_. :::=-=~-=-=..::..::..::..::..::..::..::..::..:::-::::..::..::..:::..:::..::::-----------:-----,-_ _,_ ____________ _ i .. I I ! -( / i i• •••••••••••••••••••••••(••••••1 ••=•••~•·=••=••=••••••••,••••••••••••••••••••••••:•••••••••------•••••••••••••••• ... ----.••••---••• ...... •••••••••• .. • .. •••• .. •••• .... UO•n-• .. ••• .. •---•••••••••••••••••••••1-~•••••••••----•••••~•-m•o• E.. ~-~ .............. - Ill••~•••••••••••••••••••••"•••••••••••••• _. ~"---- (" --"--,:::;,~a(. TC ~-p1..L ..zt-t:-I --' . I . -·1 .· I ·-·· ' . ' j .. I .. I .. " •• PACIFIC COAST HWY. - I . -- • ,§ . .c u -.. E -.. I -. -. a-------..... -;.. .. . , •• •• .. ., I I -- __ > I . I .. .. , -,, ' i - . ' . --' . .. .. I ~,-;,~ u: -. ... . eit ···································T NORTH SCALE:1""2q'. ,,..-~ , I • I.. ' .i---.. __ _ .. , SCALE:f".,20' I= IS·> ' •••••••• "t.: ......... ,: ., .. , ..... <. . .: 1 f ! l,· ~ . . •/.' " "' -11" •• ~-' I I . < -~ 1•, .. ... • -" 1'4;1-----' • ; • • • • ~ • • ~ • • ,, .• ,' ~ I~ t ;:_ -.. '\... . ~· • • ... ' 0 .. '\ 1"'1',. • • .,, '¾,.J,· /% ..... _\I .'",,.., . ' ~ • ·-. ·' ~ ,· • • .. • I I • ~ • • ~ • •.. -. ' I r \.=,"-"T'F-l>-1 F~t-rnr-¼> /fR-"'frt I ,_, i /. I ••• I I :•, l :..·-, 1· ' I ,-. ! _ir_.,. 1,. -~· I ·, ... PACIFIC COAST HWY. ... I -j--_--n ---... •-----\1 V I -NORTH SCALE:1"-20' ( REDUCED SCALE l ASL Consulting. Engineers ... ;&,,. ... __ ..,_, •• ,"['._ ~·~~-,., ...... .. ""'"-"' -w.am PACIFIC COAST HIGHWAY. IRRIGATION PLAN 15/51 -AS SHOWN ~~ 60625 -.. -JIEYlSIONS Cl1Y Of -IDOi •'="·". l'OklC' lllOllG CIOM'l'IIOff ltGT 58 -~4 L -------· i \ I I ... • 1154 , .. PACIFIC COAST HWY: -.PLANT UST; 5-rM arr = e,of"1-'IQ<.. w+,,1ee,. COM~oti tt',Me -·· -. I "" 00 lf,"r..tfTCrf'fl)5 Fi'FTWl=I ~WMILLF1"'U1 <1. IU~ lei ...-er-f'.,-r,l"T'HU'::> ~c..--rue::, -~~..-+4i--l' UL1'0FT!i!= HIU: ~ ,,,. 5G, Jl!Hlfe/'V5 '=J. ~JP-, ·- + .e11 5G, -""-eflS L Flt'<!"-l.l'-PY le!O~ fi,'-NTtlOf<N 5 f w· fbt>,~ ~IL.l•f'-f1'l<;J f\14,• I LEGEND 1111 I I I ... llt'U-"'.J3l)f'V"F e ~l- "'-"'---~ g IO' HIGl!i fFoM f'G. To Cl"OV'<N 1:2.' !I " , h 1i:e: It ASL. Co,;,sulting Engineers . --;iil!IIIDll.,.,_.C"iWWW;n;;;;;,yF<f~-"• • Jt1¥ - NOTES a: C w C en .> < ID f'V1"T """"'rlfl"5 IN ~J.A!-CT" ~ISf M'!= Or<!. Y r/" "'4~~--....r~Fl!=O ?>'"( ~&'FL PF-!Ofl.. iO ~D 5LJet,,115SION. ~REDUCED_ SCALE] .__,.,...., ___ ,.._ --.......... ----..,. __ _., ... . ,as·S.How•. _ 158 • - ,_,~- •• ' 'r \ -~ NORTH 8CAL£:1"...o' --~:~ \-==-.!' ' ~--,, .Jt,,~ or 0.1.lf•·· • ··, : ':"• PAaflC\~AST-HIG!iWA'C · ,;,t.ANDSCAf'c:' ~N. (i, • • ' .-~J~ _ .:_:.:(:· ),-,;-1::·:-~·-:~·-~,:1~;)~;~ Olffl#-8GI --,,-...uc ............ : ' -- i. I· i i I I ' i \ rf NORTH SCALE:1"•20' NORTH \ , j .. .. i \ \ •• •• ------- -·--------------- ~ I ,c& I --·----- " PAC:IFIC COAST HWY .. / .. . , •• • • PACIFIC COAST HWY . REDUCED SCALE ASL Consulting Engineers _ .. _;a. ----AS SHOWN -. --CITY Of lfW10l'I' 1801 p.-~1;1~·5- PUtUC wi:ml-llO'llfflmff IIICIT 60, -- t I I I -,C .. @ NORTH SClLE:1 ... 20'-J-- \ ·-----,-.. I ·---- ;-----===------------__::_~-----~ .. ~ e .t .. ·------ ·-------- .. PACIFIC COAST HWY, -,-... ·-.. ' ~-·========================--=--~==-·- " ;, ;'I~--~---=i~--. -. . . . I, --'-- ... I REDUCED SCALE] .. 1,0.1'11 ............... - -......... ... ..... _a. --- CITY II IEWf0II taal ,-mi,,;,; __ I' () ' "; t \ \ ' -~ I I ' ' .. .. l ---t ----. ----------------------- .. " ' I I ---!-I----------------- ----------------·-" ./ ! I I .. .. e1 aa PACIFIC COAST HWY. ' ' •• •• PACIFIC COAST HW-Y. ·ui1g ·--~ FM!ill!A _. .. -,wrnou.I:ioii~,i,□ ... iii .. oiiEITTl'°T--~ 3'0l . H.._··,·--.---·------, -AS SHOWN -. -_, .. - -, • ' ,--.,, Clo =,<=! .c,~ "'. -~,; ,; ' ---,---4---I 1 I I I I -f - OIJ·Of Rl'Olr EICI. ,.,..,,,. ~;c _,uac_.,.... __ ,:. -..,s2M64: .. I ! ~~ .c,, "1';; -; ~ ej; I I 1.----'-----·· .. --- , .. 9T 1" PACIFIC COAST HWY. ' .. ' +··, 55 ' I •• ,.. ! \ .. j. tr .. "' PACIFIC COAST HWY. -------------· ·--·· ---- '"' I Ii .. , ... ,:.: I! 'I ~ 10 W1 ' j'; i . -·. ·-• ..L ,, I ... I ASL Consulting Engineers -~ ... ,rru. .. ,.-. • ..-,_-.,, .. ,;:;;,.,.,T"'T __ • • 3,,51 ~ AS SHOWN C \ ) -. .. -a -Gdonll •u~ 6062S / ! [ REDUCED SCALE) -REVISION$ '" '. ' , ~/ . / i NORTH SCALE:1•.20• - .,..~·,j,..~O~~--,M,~~-,:;, t,,;,·{" ... ··,_ 'c:· ! ti" ! I \ fl IIFF . • ,,.,,,c,.,,_ ... PACIFIC COAST HIGHWAY LANDSCAPE PLAN (5/5) - .ar ~ 11EW101T IEICII it-"s"'~$ "'JiRltS DEJl'MTMtWI' ~ 63 mo 64 l ., ,. ------, ; ' ' , ___ _J, \ ~ "'1Eu&-i,:~ E::,L.e.o. -,.ic. Me'l'E:Jt." * -,,..,._G.-~ CO,.,rP" • e,a: ,-=u,.,. """' c:.oe-,~"'TC>r,:i;MPe. -CT...O(z) -~--~QTY' •~"TIO-+ a:,,,'rr,>r - ~ ~ ~- ,, r~I~ ~ • 11.f'r ~ +----+T~ I" QJ&::¥, ~ ...... V1!. CCUfU=-f- ....... _.,... ~=---- . , ' I ' ~ .... .:. ,.._1.::.c_ •. ..........,"':"~ ---:: ,...._,_.C-'t:'.-- ~ LJHe ~ • ...... _...,._ ;/t'l'1~1"'ffl'-e ~~-.,.....--- - ?~_,.,.a ... ,,r-r.,e.,-_. , ;,.,.,....,._,~ .,,,..~, I ,.._....., ' ~-""""~~-,"<I" ;z,.;,-,~~ Z. ..,..-,._.,~,.. ---~ <:,c.,11.0,...Y-r_.-..:,1 ......-.:! CC,,,,t<l!L..T"-"' ... ~ e,_., ,.,~ e,, ,=>r .,..,,-._ ~NC, ,._ v,,: ~ r'lf't! ) f.C ... tcr.\."10~.~H-v---,. Co.El'"-~,., c,E. ~ II"-~ •n•~.,. \ I REDUCED SCALE l ASL Consulting Engineers ..._...._,_,._lla --,.,., ... ,~- ...... ---»<:.t:,· r---"'~,...... GONJ'" ~ ) ! i -----· :-:.--:----½-·- ' '/.'.~,C~ '-_ ~-. "' ,,, -; e-,,.,,. F-.- t~-~ j\7/ -. • PACIFIC COAST • HIGHWAY:•,;,- LANDSCAPE AND<'lt/ IRRIGATION DEJ"AILS:'/£; OfY .Of.llEWfOfr IULH f::.-~~:.~•;1·~:-~ f\al;WQtlltl~ • .:.a:s4-•64 [ REDUCED SCALE l (l) oxsnocr :so-w..ni un nat n.i.. 63+00+ ro su.. ,,.._. CllUTJ.OCT tnlPOUll Yll-U TO msn:JIC LID f JU.. 63-+00 (W i.llD. l'l.US). ~ DJ.nlJI. \!ilU Uil na,i S'U. 6)+-00+-TO SU.. 79"+-0(),i-. (2) coasnI!C1' IIUlllJLX "J." Utl 42" nwD. I.Ill: TO STt!BODT Ull 10:tt:u:a 01' 36" I.In SCIIJTll Vl'O!lll o:lllsnllCTIOI -- Dl cu..u. i.. iam ot llll i.:inu: 1UJ:. (4) COISTiDCT l..\llH U'TDilo:I S'UllCTl1ll not! SU. 67+00 TO SU.. 78+70. (~) carsTIIICT Dl JJIU IllP'tOVD!aT:S lJICUll!DJC CIWlll!I. YJU... (&) COIIS'nllct .I.LL ~ IMnOVDCElfTS 0,-ROK.T!! SID[ IJICI.CDDIG nu. P1.,I..CDml"r, CCU i (;IJ'I'TD.. llllGil"IOII LlllS, -sTllD" UQtTDP::;, SIDnuu. STOl!t Dlilll, ~ ';!,1,1.l. A11t1. K!lAD\IAY PAVUIC. ASL Consulting Engineers f!z.t4.£TTstt R[ Jl•52 -n....cBu<>...--1 _.,. G.B A 00.T'E §taS ;;.<~-' -, .. ..... \ ___ ,, ----,.....,.,._,..., /~1.,,:3.001 l PACIF1C TRAFFIC • B.cr'SK>E Dllt1VE TO 2000' [/0 BAYSIDE DRIVE QTY Of llfWPOl1 WO! 1'\Ml.C WORlt$ 0El"MTIIIDl'T ~ I. .k:~~<,s:~:~~~ .. • .,•.-t; •: .. -----~.,_.__ __ ,_ • _,:~~ -~~#:_. JAMBOREE ROAD 6TltUQ°/0N-_ ''"7'•_-. _._ ~7!, l"Oft .JAMt,,,:,RU Rt:\AP rKAFFIC CAVr/¥11.t. ,..,t.A/11 § .l"'CJf. :1,1,e .sNei!!r ~ 5. rs M [ REDUCED SCALE l -n-'R~.~K~- o,,.,,_..,. B.C. C>E>c£DIIY G.8.A. ""'"' 6/68 •u~ 606.25 1-~--l----------+--lQ._.,{IYI. &1 rec./.... T1tU1'IC EIIGINU!I u..:i. non , -.... ff REVISIONS PACIFIC COAST HIGHWAY TRAFFIC cOMTROL~PHASE I 2000' E/0 BA'l'SlDE OR. TO 1100' E/0 JAMBOREE ROAD OTT Of NEWPOIT IUOI ....., ...... .,.,.,..,_,. .,. ""'"'''' f'lrDVJP~ HeF.!Ed"1"f/Up t:Jet./A/~A7t!11i'S AF-"1'.l<-t!P 7,:, l"'AIIL!HIA/'f" ~llll'Jl'"Aal ~ /f; 'tu:. &,.J cu.vv~~tf'#> ~ -!>o• i:U. t>N ~T;r,f/6N1';f, t.ryA) ,. JAMBOREE ROAD " en ASL Consulting Engineers JIJ,.E.~ A(;;"' • r 31,52 R.K. RC. G.B,A. 6/88 -1• • 40' " -.oa.o.au,/(1)192-:,706 12 OltA • --~---- I REDUCED SCALE] -· ""' fJ';/9"/,Nlf, :$>1',RN"'/"'16 ,-,,, R,b,,w~ - 1---+-+-------+----lfe,,~,.~/"l'!fc·~µ..,..,,,,,,(,.1 PACIFIC COAST HIGHWAY T1U#FIC DIIINEEJt TRAFA-C CONTROL·PHASE I 11t'f1': 'f°'° JAM80REE ROAD ""' ff OTY Of NEWPORT WOI REVISIONS ..... PU8UC WORKS DEPAATIIENT ! l I ~,,cr.;,J'/""'5-4• NHIJ'l! $/?l'rM Ntr Jl'N-e :r T, Ah-'A,/lv l"/U7V✓X 1reF,1,&,:;;rp~~ &JeL.Wi!'ATaN~ ,fF.&/X4P (3. /'fi' 0..0:::.. p,<1 c,vAl>'M (.T'f/!) ~ SIY t;a.C. &ko' ,TJ't,t/9#.!3, {'?'Y,P.) ,V,,,..6 "'1FA'A# /~~ JAMBOREE ROAD ' ---......_J!A/f;,T/Nt!j, 67~1"/N;;-Tu lf'-;;,l'fHJ -- ' =-----..... .,,, /,/NI" ~p .,!'P6,,F -1/N/! -• E.tl~TIN$, cu,rl!J ~ GvTnTH C(;,H:S,/ir,lrf Tl,4,/APR.4R1' Ak:14'&>,v,.Y hlVJ:!,IMf/!A/Tl'~'A.t:./,1'./,GJ DN M-,,e,.-o nv~ ~u,,ve, J"1r0tl,tPJ!-:U6-N "Ll!,,,:r µ,r~4 MVU- Tl/lP.N L..J!',&T" ASL Consulting Engineers ;Zf:_(_aE&n 2#' f 3~52 R.K J.OC. OECXEDIJ'I' G.aA. ~TE 6/68 c,. PO.SAIJE""' (!nll) 1112-».16 SANTA..... m<1919•1751 _.._ Ol!!lll20-"220 606.25 llJ8.,tCld " " [ REDUCED SCALE l REVISIONS , I c...,. _,. ,_ .. __ , .... , ,., .. f-"=+--="--f---='-, ~:2!'__ .... .... •• 12 orA tJOI IZ4 /I~./ 'll:4 ~ ' ) w > gi PACIFIC COAST HIGHWAY TRAFFIC CONTROL-PHASE 2 JAMBOREE ROAD CITY Of NEWPORT BEACH PUBLIC YOIKS DEPARTMENT ~-~,-.s SHEET TC4 or TCB I \ \ l"lro,t1~1fJ!'F~ ~,-,,.r~ _,,,,,,,,,~- ml J$' ,,__~, o,v ~,,h C,YP) ~~'4,C.ou .$TJll4.C,Nr..C7)'.-) \ \ \ t~_\ \ \ \ \ \ \ \ \ \ £)1l$TJ,N'. 4• ft'N.ITI .S,/'r1A# ,e,R 'Ml;. ro R~ ,,.,, -- ,,, JAMBOREE ROAD l"Jt"J//.&/4 Sla>J'J wLl!FT~-'4/t'knr ru~IJ ~,.,::r."' -- ASL Consulting Engineers .f£ :,,_j_ I, r.rc=-""' . ' _ _,. R.K. OEO<BllJY G.B.A. -~--•-·>·--o,,TE 6/68 -1"-40' -170\/,,,_ll"Ji'•:'IJ!III --,,..,m.,na ----~ -· $hHt T""'I ~ ·-12 ,,,.. ... 00I 11.4 / 16./ [ REDUCED SCALE] -l-+--+--------1-----V I I TWAFF!C EllGll'CEK ~-r-r----------~-~ ~~s~-==~-1 IIEVISIONS PACIFIC COAST HIGHWAY TRAFFIC CONTROL-PHASE 3 JAMBOREE ROAD OTY OF NEWPORT IElCH ~2,79-s ruaJC WORKS DEPMTIIEJfT ..n TC5a, ii J,. "~ .,,,.. • 7 ASL Consulting Engineers ( REDUCED SCALE l :t;,, ./ j -c(1 WlU.U,.,_ BEIOt£Ti ", ll:Hr -· .,, REVISIONS PACIFIC COAST HIGHWAY TRAFFIC CONTROL-PHASE 5 B~YSIDE ORWE TO OTY OF NEWPORT SUCH R-!5:579-J l"\.IIIUC ll0ltl(I OO"MTVO<T .at' IM'XT TC7 ~TCS ·; •:://}i-~: • . ··~~ : ·- !: •.• .,-;;_ •• , r •' •. .,.',!;) ~ "':i :1; ,;.-....... ,.. . ~ -~ , .. • JAMBOREE ROAD I CON'~THVCTIC>1'J ,.,,r,-r,N ~. ANn!'--r- 5J',IAU.. --· -JI -~ ,._ --:,.·--,..,.,;. -.111:...0 ,,,,, __ CON~t:.~ ~~ /"ff'l:>rJ'/&¥! -At!,M#P n, P-r ...--. ~-.,,.,,;: AT _,.u; n---AV,ip ,:;-.N-¥CT-- ..!.. c,. [ REDUCED SCALE l ASL Consulting Engineers _/{.L/4,"1...J:(-L..1{._2~7_.. • .... -~-~•~-•~---_... J.OC GB A 6/88 _.. _.,, -------606.2' PACIFIC COAST HIGHWAY TRAFFlC CONTROL-PHASE 5 JAMBOREE ROAD n:> 1000' E/0 JAloBOREE ROAll arr Of mrPOIT IEACll f'la.JC..-.WiiiiE.WT R.-5..57!}-~ ..:lTTCBorTCS ., ... GENERAL NOTES DESIGN CRITERIA L OES!GN JS BASED ON THE ASSUMPTION THAT THE MATERIAL WITHIN THE REINFORCE□ EARTH VOLUME. METHODS OF CONSTRUCTION AN□ CUALITY OF PREFABRICATED MATERIALS CONFORM TO THE CONTRACTING AGENCY'S TECHNICAL SPECIFICATIONS FOR REINFORCED EARTH WA.US. Z. ASSUMED SOILS CHARACTERISTICS • SELECT GRANULAR BACKFIU a •34 degrees • c • 0 p.s.r •• y •ClO c.c.f. RANDOM BACKFIU a • 34 degrees • c: • 0 p.s.r •. y •120 p.c:.f. FOUNDATION MATERIAL 0 ·30 degrees • c • 0 p.s.f. "-THE MAXIMUM CALCULATED A?PUE□ BE.A.RING PRESSURE AT THE FOUNDATION LEVEL IS AS SHOWN ON THE WALL ELEVATIONS FOR EACH DESIGN CASE • IT iS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THAT THIS CALCULATED APPLIED BE.A.RING PRESSURE IS ALLOWABLE FOR THAT LOCATION . -4. tF THE ACTUAL CHARACTERISTICS OF THE SOIL MATERIALS DIFFER FROM THOSE ABOVE • OR IF THE MA}CIMUM CALCULATE□ BEARING PRESSURE EXCEEDS THE ALLOWABLE. THE REINFORCED EARTH COMPANY MUST BE NOTIFIED PRJOR TO CONSTRUCTION TO EVALUATE THE NEED FOR REDESIGN . S. ANY UNSUITABLE FOUNDATION MATERIAL BELOW THE REINFORCED EARTH VOLUME • AS DETERMINED BY THE ENGINEER , SHALL BE EXCAVATED FOR THE FULL LENGTH OF THE REINFORCING STRIPS ANO TO A DEPTH AS DIRECTED BY THE ENGINEER . EXCAVATED UNSUITABLE MATERIAL SHALL BE REPLACED WITH SELECT GRANULAR MATERIAL AND CGMPACTEO TO 97 X OF THE MAXIMUM ORY DENSITY • AS OETERMINEO BY AASHTO T-99 • METHODS 'C' OR 'Cl' ( WITH OVERSIZE CORRECTIONS • AS OUTLINED IN NOTE 7 l . I.. REINFORCING STRIPS FOR REINFORCED EARTH WALLS SHALL CONFORM ~~A1~E tsH~SICAL AND MECHANICAL PROPERTIES OF ASTM A-572 • l"ROJ.lil",l,,a:i,JA,Li..Jt,,,. ..,ALL CONSTRUCTION 7. STATIONS SHOWN ARE ALONG CENTERLINE OF ROADWAY • 8. fi!EINFORCE;J EARTH WALLS • IN CURVES • WILL FORM A SERIES OF SHORT CHORDS OF 4.92' EACH TO MATCH DESIRED WALL ALIGNMENT • ..,. FOR LOCATION ANO ALIGNMENT OF REINFORCED EARTH WALLS • SEE CONTRACT DRAWINGS • ,0. BACKFILL MATERIAL SHALL BE COMPACTED • IN ACCORDANCE WITH THE !:iPECIFlCAT!ONS FOR REINFORCED EARTH \../ALLS • TO A LEVEL OF z• C•) ABOVE THE TIE STRIPS EMBEDDED IN THE PANELS . INSTALLATION OF REINFORCING STRIPS SHALL BE PERMITTED ONLY AFTER PLACEMENT ANO f&M~A-CTION OF THE BACKFILL MATERIAL HAS REACHED THE REQUIRED II. COMPACTION ANO OPERATION EQUIPMENT SHALL BE KEPT A MINIMUM DISTANCE OF 3•-o• FROM BACK FACE OF REINFORCED EARTH •PANEL • COMPACTION WITHIN 3•-0• OF THE REINFORCED EARTH PANELS SHAU BE ACHIEVED WITH ATLEAST THREE (3) PASSES ON A LIGHlWEIGHT MECHANICAL TAMPER • ROUER OR VIBRATORY SYSTEM . 12.. FJ)R STRUCTURES IN EXCESS OF 20' IN HEIGHT • THE FINISHED GRADE IN FRONT OF THE WALL SHALL BE PLACED AND COMPACTED BEFORE WALL CONSTRUCTION EXCEEDS A HEIGHT OF 20' • FINISHED GRADE BACKFILL SHALL BE COMPACTED TC 95 X OF ASTM □-69B • METHODS 'C' OR 'D' • UNLESS OTHERWISE DIRECTED BY ENGINNER • 13, IT IS THE CONTRACTOR'S RESPONSIB1Lt7Y TO DETERMINE THE LOCATION OF' CABLE RAILING POSTS BEHIND THE REINFORCED EARTH PANELS • PRIOR TO PLACEMENT OF THE TOP LA.YER OF REINFORCING STRIPS • INDIVIDUAL STRIPS MAY BE SKE.\./EO. IF AUTHORIZE□ BY THE REINFORCED EARTH COMPANY • PRIOR TO PLACEMENT . ANY OAMAGE DONE TO THE REINFORCING STRIPS DUE TO THE INSTALLATION OF THE GUARDRAIL SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE • i-4. IF STRUCTURES WITHIN THE REINFORCED EARTH VOLUME INTERFERE WITH THE NORMAL PLACEMENT OF REINFORCING STRIPS • THE CONTRACTOR SHALL NOTIFY THE REINFORCE□ EARTH COMPANY TO DETERMINE THE EFFECT ON THE iJESIGN OF THE WALL BY SKEWING THESE STRIPS. ... CONTACT • R.E. • REINFORCED EARTH R.S. • REINFORCING STRIPS F.F. • FRONT FACE B.F. • BACK FACE THE REINFORCED EARTH COMPANY ROSSLYN CENTER 1700 N. MOORE STREET • SUITE 2200 ARLINGTON . VA. 22209 -1960 1703) 527-3434 tlft CIDI .. Cl!aTAJIIIJt Cl9I tlf01[ c-.-n.•s lS a.um Dt1 IOlfllSN-"nlM • ,uwmm ST ,... -OIi TM.I: -..SIS C, TMrs '""'•-TlD•. T1III ltEI-CD pnl( C-MIT IUS Dts~. -11 •Bl"DtlllSU: n11t TIC urn•.-. n&aWff or TNIE ST11VCT1N11: -.T. E:ffl:aMol. n~. ~ -T1CIII MIO -ITMlUT'I'. rs TN& --IUTT or ,...__ . . " LIMIT Of ft.E.. \CIUJr""IE. [ REDUCED SCALE] ESTIMATEt> GIUANTli1~5 '.SO~fACE Al<E,O. • ~fCL.f.CT e,.c.,;-!'lu. • I 0, -4505.r: 4 1 ~C-"'f. CERTIFJ£0 WITH RESPECT TO INTERNAL STAalL?T"f OF RClNFORCCD CAJtt'II STR~'0NLY. ·!',:"::-"•-~---• ,tt:rwc)flCl:0 t:Mnr II TMt: llt:GtlTDIED TitADl!MAllK Of THI! flt:IWOIICEI> EAllnt COIIIPAN'f'. n.11 ~ .......... ~ ~ 10 TIit ,_,__. e-th c.or,_,..., ... ii .... ~ for 0.- -"'CAL.1]:½1::/5 -'GiT'l'. or NFWfORJ f'f,A(H ontyM---. ..... 1tlio,..,;ct. ... 0-.infonnmono:,n--.d,...., i111Gt10ti.~-.. --....--............. anhorillld M-nint11¥Tllt"-""-IEM:h~. TlltReinfatmde-th~is......,..___, .. URIINIS.. ...... ,..._allllil•......,.V-..i ._.....,.attl'lil....,..__~.,..,._ • ......,.__.___, .. vi.,....,_ • The RelnfOrced Earth Campany - ..__., ____ ._ __ r..ar-- -REINFORCED EARTH WALL -F,l>.CiFIC aJA'5T Hhl'l'. fJE.hlPORi 6EACH, CA. I j· i I ! I -. ~ m ~ ~ ~ ::: .. :, ~ 0 3v z z 2B-'=19 ,i. 25.30 ~r- l!l§z___ ~. ~ ~ ~ ..2.... - 12.46- 10.00 I 9.84' I 9,84' I , REINF. I R.S. 12'1 :::,TRIPS I• 2.7 KSF• so x 4 mm w 15 ~ w z :::; :c u !;; ,: I ' R.S. 14' • 3.4 KSF ~ <.□□I-IE. 246.00• ALONG FACE □ F WALL IS0.17' ON CUR\'£ S6Tl2'3rE 4.92' ~it.DOWEL ~ - ,~ -., .. 1 '-0" X 6" UNREINF. C □NC LEVELLING PAO ITYP.l -PROPOSED FINISHED GRADE ' ' 226.32 • R.S. 12' • 2.7 KSF WALL A ELEVATION -FRONT FACE SCALE• 1· -10' 246.00· ALONG FACE OF WALL S 6t 36" 41• E • \~ OF c, 1,1', \ 9.El4' ~ -!!2... ·~ ., sz I0.6-I 04 ' ' ez... ..,, ... ... ' ' BS.99' s 6r 36' 41" E ' -, I \TOP □FC.1.P \ C<>PINC. 5 aj 17.09 1; ~K'l jY---HS MGc.. i!Gt, I -~ ! AW B'Z-AG,, B;t Ac;;. B'S. A4, B'Z. ~ BZ' L7 R.S. 10' • 1.8 KSF • -MAXIMUM APPLIED BEARING PRESSURE AT TOE OF R.E. WALL I , R.S. B' • 1.4 KSF 17.36 □...._ E.,_ E4-( IE4 ·t I -, ' ' ' -, ----10.00 ~ u !;; ,: ,. IB-:a, IHI IB'?, G a?. G tB:!, 1G 1 1B~ 1G1 18~ G1 B'?> IG7 !B'.:> IG"7 IB" IG7 IB'?:> IG 1i,;; Gi IB", IG'7 IIB2> IG ... I=. JG..,. le?, 10.00 \ I' -0" X 6" UNREINF. CONC PROPOSE□ FINISHED GRAOE--1 '--LEVELLING PAO CTYP.l ~10.00 I ' 246.00' ' ,·~·ia'"~'~·s,-+ '----------------------------------------------=~•~-•~-~·~·,--------------------------------------------~· STRIPS , • l.4KSF 1P,i:,,:TMi~11.,2:~/d,-.-J/p_5$-(,,..,ffff SO x 4 mm WALL A ELEVA Tl ON -FRONT SCALE • t• • ,o· FACE 'TIii OCUIIJI C.DlfTADIC OIi 'TIIE:5£ DIUIWDlliS ts ..Ual 011 INFllllfU.'tJOII 1'1t0'rl0d ST 'TIii: -Dt. H 'THE 1.1.Sts OF 'TIits INFll111'U,T10N. '""" ltDllftllfCCI LUn1t C:OPT1'.....,. IIAS 0Cllli,NE:tl. AI00 II ltESl'011SIIU: '1111 TIii llrtPIIIAI. STAaWTT OF TIii: ST11UCTI1111t OIIL'I'. DTfllll"'-ST .... II.ITT. JlfCUtlllNI FUUIID,\Tl0N AHO SLIJI'[ ST .... IUTT. lS TllE ll['S1'DIISll1U'l'T ll'f" 'TllEOloMOI. ' [ ,-R-E-D-UC_E_D-SC_A_L~Ej :-... ~1AAN"2~~1*feinformd Ear1'I :v4:'.::. "!!,~~-!: Uw inf......motl _,..., -..... 1D i. ~ 1D..., oa,_.~ ....... ~ly anhorim:I in ..n-. by Tlw fltiinfonm &re, eon-. Tlw A~ &rth c:on-,,, ii_...,. 1-=--;,, it. Unitad S-,-pamna .....:1 tD Herwi Vidal, N tha .......... of1hil.,._,._,__.__,_Olimc,litld5--urdllrdwVidllpn-,CL The Reinforced Earth company -REINFORCED EARTH WALL -CA!.::,.. ,!, n:.1-YY e,i;, ,. --~.;,. I DATE _.._e?" --c.l,,,J<,, 17-'ZD-6!> ei,...e,...,,t..:f'lot,,J. L,,J.6,.U....'A, 1 ~----------------------------------------------==~2~6~5~2~•~·=~=--------------------------------------------~~- ALDNG FACE OF WALL . ~ "' z ::; " u ~ FDi ,: • OF DRAIN PIP£ STA.,,_ 17..36 B-Z. LG\ 10.00 REINF. STRIPS 50 X 4 IIIM R.S. 10' • 1.1!11 ICSF 5 6( 3e•.u• E ~ ::!::□ Ltl'f1T5 OF INSPECTION STRIPS 123.00' !SEE DETAIL ON THIS SHEET> Ul Q. 265.21' R.S. 12' • 2.7 KSF WALL A ELEVATION FRONT FACE • -MAXIMUM APPLIED BEARING PRESSURE AT TOE OF R.E. WALL SCAi..E • t• • 10• I TOP OF R.E. WALL gl '!! l!:Jz £: !) •1'.i 29.62 ~ i R.S. 14' • 3.4 KSF ~N ~ R~ •I INDICATES INTERVAL IN YEARS FROM TIME OF CONSTRUCTION TD TIME OF REMOVAL OF rSPECTION STRIP ~FORNEll HOLE -PANEL NAME g R.S. 16' ·I • l.31 l<SF FOR SUTT CONNECTION '..JITJ,I WA!..1. 'B' SEE DETAIL SHEET 5. 10.00 NOTE• ,.,-,,..,.._ _ _..-~;,<--PLASTIC CENTERING DEVICE TD ,.s 1" TRANSITION R.ATTENING QF#14 THREADBAR 11• 1/2" 111N. , ....... STEEL PARTS TO BE GALVANIZED AFTER FABRICATION BUT BEFORE ASSEMBLY. WELD I NG SHALL CONFORM TO THE PROVISIONS IN SECTION 55 OF THE STANDARD SPECIFICATIONS DATEO 7/1984. ~~ OF•14 THRE.AQ&AR --,---1.1.----sl! ·.1_.,_ ~--•~1•• -' j 50x4ni•J REINF. STRIP "5 lk 14 THREAO&AR_j SECTION A-A INDEX (D NEOPRENE PLUG, TIGHT FIT. {BY CONTRACTOR) @ 4"& FORM HOLE IN FACE PANEL @ * 14 OYWIDAG THREADBAR ASTM DESIGNATION A615 GRADE 60W/ 3/16"x3 1/2" SLOT TO ACCEPT REINFORCING STRIP. POSITION DIRECTLY BEHIND NEOPRENE PLUG. @ -50x4mm X 10·-o· REINFORCING STRIP. PLACE INSPECTION STRIP NORMAL AND HORIZONTAL TD FACE OF PANEL • @ -FACE PANEl.. SECTION 6-6 INSPECTION STRIP DETAIL "RIEJNFORCt:D IEAJITH"' la THE RIEOIITVIIED TIIADEIIARIC OF TIIE tlf:INFORCED UJIITH COMPANY. nu: DDlh COHTAJXE!l OIi 'TMDI: OIIIAl,,IUOGS rs 1-ASED OIi lllftlll?U.TIDIC ~ aT 1'KIE DWMQ. OIi TN.I: IU.5f:S Df TNl$ 111,011.U.TIDII, Tl,& IIDlffDltCC l:UTII C-AIIT NAS 01:Slloll£D. AHO IS IIIIE$1'0NSIU.I: 1'011 TIii: IIITDnu•. STUIUTT er 'Tit£ STIIUCTUIII: CINLT. EffDIIU,&. STAalUTT. UfC1lllmlll FDU11o.t.TJOII AND SI.DI'£ ST .... JU'TY. JS 'nll: 111:Sl'DfCSl'SttnT a, --- PLACE INSPECTION STRIP IN CENTER OF HOLE RTU-1£0 WlTH PECTTO INTERNAL STABlLIT't " H s - [ REDUCED SCALE] ... R ......... -The Reinforced Earth company _c-_,,_ __ s ___ znw -<?DIV?•- REINFORCED EARTH WALL Fl::GIFIC.. c:a:.,,ri Hwy. Nc:1-.Jpt:;>ef~,cA- DATE 7-?o-6!, l-rn+=+---==-,---1 tl.bJA.1iO!J-w&W... :.,_, - ' 246.00· ---------1 ALONG FACE OF WALL :4.153•1; 2Q-23' I R• 60.00' ON CURVE I 1114.17' S 22 29' 40" E i vn· I S 40 oo• J.3• E FOR IIUTT CONNECTION i ' WORKING POINT 1 ' 0' wrtH \,IJIU. ·•· ' 0' ' SEE DETAIL ON SHEET S. ~ I STA. 70"69.n' I I 01111 g1 ~ BS.63" LT. t-,.;11! " •w 1 ·1~ ~!~ > ~ .o ~ • ·10 '"' 0 ..._ '2,_ ~N I < "'I<!,,_ &._ ~ • ~ w z ~ ~ l!dJ.... ~ QL -~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -~ -. "' a a ~ ~ ~ !:Z.... ~ u_ u_ ~ ~ t!.2..-~ .t!2-~ ~ ~ ~ ~ a ~ 7 ~,~ 0~ u ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ • ~ ~ .!::!...._ 8._ ~ ~ KG,. , He:;,. H'"'" G(. ~ •• ..,. .. . ~ "" BZ A!5, 8'%-A.'5 BJ. A. BZ A'-8%. AS 8'2 A"' B2 AS 9,-~ BZ. A5 SZ AS-B% A~ BZ AS B'Z-A-fi B~ AS, B~ AS-61. A~ IU. A» BZ ~ ~A$, B,z. A!!, B:z,. A5 ~ ,1,,s I: 10.00 ,_ 1 '-o• X 6" UNREINF. CONC PROPOSE□ FINISHED GRACE -------10.00 LEVELLING PAD ITYP.J I 246.00' I I REINF. I R.S. 16' I R.S. 14' l, R,S. 12' ' ·-·· -·. ---R.S. 10' ~ STRlf'S • 3.3 KSF • 3.4 KSF ' • 2~ KSF ---·-----------_.,._ • 1.8 KSF 50 x 4 mm ' W/..LL B ELEVATION -FRONT FACE SCALE I , .. 10' 150.94• ALONG FACE OF WALL 94.67' ON CURVE 1.3.Tl' ON CURVE I 12.50' S 49 00' .ta• E R•145B.24' • -MAXIMUM APPLIED BEARING PRESSURE w 0 AT TOE OF R.E. \.,/All. > WORKING POINT 2 I I 3•-0• 0 ? "' c. r'T"'f" ,¥c.,.r. STA. 67•00. 107.44' LT. I i! < c~ ¢f"'IN6J 90" BENO w .,;_ i.: I ::i z ~-< ::; • I it":'\ 3 " ~ u 0 >-~a ~ G G F ~ " I:~Ac,, S"Z ~L"' ~ ~~ ~ ~ 1';;.i. IG/ I, U':> F4!, ~ z '-IL"' S:5, K/ B::, K., S'!> H"1 S':2. H.., B;15 G-, ie"':;'1Gi fa"?> LHC:: E4-' .. " ,~,. w 10.00 ,,_ 1 '-o• X 6. UNREINF. CONC "-0.::\e:, -10.00 LEVELLING PAD ClYP.I lt=-l~J4,.~, I 150.94' I ' ' CERTlfJ£D WITH REINF. . R.S. 10' ' R.S. B" ' RESPECT TO P,..,,.,/-11,-/~ /1,Dl'2, • Brtd,-.tZ. 11/P. 55~-UH JNTE~N IUTY STRIPS I I.hi'*~ ' "'•+l:.:»F I ~~. ~ ARTH 50 x 4 mm -The Reinforced Earth company --... ···-·· ... WALL B ~ Lf~ C %13 ~I ~:v -~--··------..,. 11DA"·- ELEVATION -FRONT FACE (REDUCED SCALE) .~ , -REINFORCED EARTH WALL SCALE I , .. 10' .... '~ -P.Aafi&. ~ HW'( I I "11:EINFOflCED UJITH'" I■ THI: flECM■TDIED TilADEMAllK 01'" THE flEINFOfllCED EAIITH COIIPAN'f. ~~,c.A--~,,:;. ~-'TM£ Cl:ll.1111 Cl,ICTAPIIEII 0111 'TllciE DJIAWUIH ts a.t.$UI DIii IIIIIUIIPU.T!DM =o1-zxIT&H;'i"Cf:r~fze:1%~E.-,t,~~'::.=:;:.::: --c.~ DATE --~~ S1' TMI: DWIIISl. 0111 TN.I: aA:lrl D' TM?S l•Ftl'll,.._T!OOI. n. .. -:Ze,G-4 IIPllrt!IICIED E,UrT1I Clffl~MT MAS Dl:Sl5N£D, AIIO IS IIES~D•S1a1.E nJll t1w in'-c,::,malr.:I ..... •ncll .. bll ~ .. My --~..,._~aulhoria --=r-ic..~ 7-2(>-e,/!::t, Tiff lllTP''"""-STAalU1'1' DI' 'TM£ STIIUat.1111: 0HL1'. Eln'Dl11£.L S'TUlU'TT, ;,.~t.,ThoRainformdEd>~. -..., ... --n. A......,_. E.nh c-, .--.. .__ in ttw u.w.s-...-~...,_ .. ...,, v•.-~ oF 16, &NCLUDJII• FUUIID.I.Tffltl AND SIJll"E S'TA9n.rTT. IS 'Plf; IIES,DlfSISIUTT Of' 1n1 ~orttMt,__,__,..,....._.,_,..impliod ..... ...-1n1vidlll,....,..._ -=.Lte.VATIO>-i-t,.W..t-i;,' -~ .,.. ~--""""'"' P.C.C. GUTTER PER CAL.TRANS STD. 83-9 PROP. FIN. GRADE CDNC. l.EValNG PAD ----•LIMITS OF ""'""""'-.....,,,u.. TYPICAL SECTION t:;1 !-11~ c:-H,._.N l-lN~ 1-etJc::.e CA.l.T~STAJ,,1~~~ r'J':.OJ,,iT F"'J,,C:,£ ------ o:.e:. ""'-'-- SCALE• ,-v_ C DRAIN OE.TAIL ... ,:5- ""'""' P.C.C. GUTTER PER CAL TRANS STD. IE-9 PROP. FIN. GRADE , .... •,!.----"-LIMITS OF ~fUJI,£ """"'"'" 4'-11" t. DOWEL 15.NOTE• _f ~NG PAO MUST BE POURED TO -,-THE DESIGN ELEVATIONS AS SHO\,,,/N T ON THE WALL ELEVATION VIEWS. THE ALLO\,,,/ABLE ELEVATION TOLERANCES ARE 0.01'(•1 ANO 0.02'1-l. PRECAST PANEL JOINT FILLER MATERIAL IS NOT PERMITTED BETWEEN PRECAST PANEL ANO LEVELLING PAO UNLESS AUTHORIZED IN 1,,,/RITING BY THE REINFORCED EARTH COMPANY • REINF. STRIPS TYPICAi IFYELIING PAD STEP DETAIi LI~ OF ST2Ll.CTIJVL EXCA1£!1ToJ ... 5rtucrtl£AL 6AC.dl.U.. SHALL. 8e PEt $Kr Zl> UllLE55 HO~D DT'IErWtS. TYPICAL SECTION NO SCALE• '3TA.. ~CO "i> 5TA. ~~.00 <5-~t,Jor-, Se:::i-::,,i,..i TCP OF C.I.P. COPtN~\ •4 TO FOLLC ,., \ W TOP OF PANEl.\ r-= SLOPE LINE I #4" AT DOWEL ~4 TO FOLLOW N ~ ~ ,; l:lLlii" COIJNECTION DETAIL N.T-e.. Ll ll I ~ '3 r,"4 OOWEl..j ,.. . 7 PANEL . ,· L- I. I . NOTE• JOINTS 1ti' C.I.P. COPING SHALL SE AT.4 PANEL INTERVAl.S . COPING JOINTS MUST COINCIDE WJTH PANEL JOINTS • ON FRONT FACE . WHERE SOTTOM OF LIP INTERSECTS WITH JOINT .AND SHAU. BE PERPENDICULAR TO SLOPE LINE . REINFORCING STEEL SHAU. BE STOPPED 2" SHORT OF EITHER SIDE OF THE CONSTRUCTION JOINT • C.1.P. COPING PARTIAL ELEVATION I" ·' [ REDUCED SCALE] 'rlllt: ~ aNIT&MD • 'TMDI: -•S lS M,SIJI D'I !.,._Tia NWIJIC 8T TJC .,__ • TIIII: Ml,lS fW 'nCn: -TWII. T1ll!I ~CD IIMnl ca,.-_., ..... 9G.JaCD. ....a O •DP-SlliU'. n111 TIC..,....._ ffMl&.ff'f • TJC ~ -.T. ~ STA.l,Zl,rTT. ~ -flllll .. ._ 81' ... al"l'T. Ill TJC __..,.an'T ----• 41tt!INFOfllCZD UJrTH"' IS nw: UGICTStED fflADUIMJ( 01' 11.: ,tEN<QIIICE) IEAll1'H COMPANY . SCALE• 114• • l'-0" 1/2" x 1/2" CHAMFER fTYPJ 2 • '-FOLLOW SLOPE LINE "4 r,., IZ 6° FREE&OARD ITYP.J ... [,1,P [ON[ [OPING DETAIi CERTIFIED WITII RCSPECT TD tNTERNAl. STAllllJTl' EARTH SCALE• 1" .. 1'-0" =:-···--The Reinforced Earth company -"-"·•------------REINFORCED EARTH WALL f'AC1FIC:. CD<'-'5T HWY. NE..JFOICT e,EACH ,(:.A_ i ' ~ HOAfZONTA~ WIDTH Of CLOTH I ~ - ' I ' ' I ' ' I ' ' 1-~4~•-~1~1•-CTY=~•_,,.I __ -I--3/L• di □OWEL OR 1 1/6'" itJ PVC PIPE 11.50 ml ill ~ C PIPE 7 112· ' I ~ PV 1 1/8 • I.D. HOM. I ' ;, ~ -I ' ' I I "' i:JJ ;::: 4 1/.4~ ·' I ' ' ' ' I I ' ' ' 17 ! ~ 1'. JOINT .: i ; 0 ;, j r-s: ~ A J " ~ " "' I '.:' I ,, - 1,.•-1,. ,n· I -7 112· ,~ ---... ~.77 / ' --,- I I rs in· ia ~ lMl"I.) :, t~ LIFTING ~, INSERT t-~ 3/1." II OOl,,/EL nwo PER PANEL SEE NOTE 7.) I I ' 7 A ~ l--1 1/2" • CLR. m~ -I tn• CLR. ITYP.I l_j r ~ 4. TIE STRIP - I I Z ◄ ' ' I ' m -[, TYPICAL PANEL LAYOUT PARTIAL ELEVATION -FRONT FACE SCALE• 1/2'" • 1•-0• -'•'UltfC"'L -PACe. c,-,.,...,.._ -~l~H-~ ~~TH 1'6" TYP. 1'. JOINT - ,. .... '· ·.;,._--t• L....--rc..JOWEL EiJ.--,a. SECTION 1-1 ~ FILTER CL.Oi'H !t/""''t "' 1-iOR'IZONT,4.L JOINT: •~1 &0K1 2 l"'U)'!, 4' ,..~:,,4a 7-o/'4' Plil<....,__ PANEL TYPE "A" WITH RL REINFORCEMENT FRONT VIEW SCALE• 3/1.'" • 1 •-0• SECTION A-A SCALE• 3/4" • 1'-0" MAX 4'-6" LONG ITYP.J LONG CTYP.I SECTION C-C SEALE• 311.. -1 ·-0· TIE STRI ( IOGAGE X 60MM) A-570GRAOE 36 3 t/2" t/2" .0 A325 BOLT-I ;, ' " " J ,. PANEL REINFORCEMENT PANEL MAXIMUM ALLOWABLE THICKNESS DESIGNATION REINFORCEMENT HORIZONTAL STRESS A 5 !Ui'J AT FACING (KSf"I RL 4-ll-e, VERTICAL ~-•4 HORIZONTAL .90 5¼'' G-"'3 ,:es,c.N RS VERTICAL 1.33 "n-t\C:.,c.Ne:.'9'• 4.•4 HORIZONTAL NOTES• 1. REINFORCING STEEL TO BE A615 GRADE 60. 2. 3/B" X 3/8" CHAMFER SHALL BE PROVlOEO ON AU EXPOSED EDGES !FRONT FACE ONLY>. 3. ALL PANEL TYPES ANO OTHER RELATED ELEMENTS WIU BE DETAILED ON SHOP DRAWINGS. I.. ALL PANELS SHALL HAVE TWO LIFTING INSERTS OF ONE TON CAPACITY EACH. 5. PANEL DESIGN THICKNESS IS 5 1/2". THICKNESS OF CONCRETE MUST INCREASE TO ACCOMOOATE ANY ARCHITECTURAL SURFACE FINISH THAT MAY BE SPECIFIED. 6. ACTUAL PANEL REINFORCEMENT FOR ALL PANEL TYPES ON THIS PROJECT IS DESIGNATED ABOVE. Rl.. ILLUSTRATED FOR INFORMATION ONLY. 7. EACH 3/1.." fJ DOWEL SHALL HAVE MINIMIJN LENGTH OF 10". DOWELS MAY BE GALVANIZED STEEL OR PVC ROD. A SINGLE FULL LENGTH DOWEL MAY BE USED AT THE DISCRETION OF THE MANUFACTURER. 8. CONCRETE COMt.FRESSIVE STREr-GTH TO BE 4000 PSI: MINIMUM AT 28 DAY "· F'AI-Jl:.t;> V H,l>.le AUH. r1i-;,-,,H, Pi>fUJ11Ne" i,,Y =- ~. ~i..VAl,JIZ.A,:fiPJJ fz7IZ. ~~!z:;lf&I~ ~TF4p-s,:,,f1e, ~i1LJP-!i" ""-1..!P l!<'l-f"' ts>i-1,!..CL C<>N~ "ft> ,M.71'1 A ·/'3. ..,,,. . ., n 1 •• ,. TTP. II _JJl'I SECTION 5·3 FRONT FACE OF PANEL WU£, STRIPS Uf FILTEtl CI.OTH SHAL:.. BE P!.ACEO QN 8ACI( U,CE Of ""HE~ \NEIi PAJ,j£L JOINTS • FILTER c::..on, SH"-L:.. BE AOHE~E..J Ti: BAC ... f ... CE ur "-ELS USING -"'0MESIVE COnPOUNO SUPPLIEO ~T THE CO•HIIACTOll A"'O -.PPRQVO) lilT TttE REINf.JlfCEi: E.,UfTJ.o COMl>A,~,,. . FI;-;::? rl CTH JET;< EAi'-::.iAL E!.EVATICN -BAC::I<. E.&E S!:ALE• 3/16" • 1· ~v.c. '""ipe,. t!a' u::t. :Z'--+~ LD-t<ij • FIL..TE:.rz G~ REINFORCING STRIP ( 4MM X 50MM) A-572, GRADE 65 BACK FACE OF PANE =f:'4'',: SECTION 2-2 -.. TNI --Cll:cT..--"nlDa ~ ra &UG OIi -Tl:OII -IIT ~-. 1111 TNI a.u;rs -ftQS --no-. TIC -.ca ilMT'II C.._., -----l:S ■DPOIIS-.1 ,_ TNI ~ ff--.in'WTWa ~ -.,-. ~ n.azn-. -=--_,_ -... S'hiUl.lff •• "Tia ...._.A.ITT., -- CONNECTION DETAIL NO SCALE [ REDUCED SCALE] ,......OflCE) u,rnr .. n. llaCIIS"RMD T1IADblMII 0,. y,-~ EARnt CO-MT. =.-,,m;.~__, .n. ........... a--.~,:;,:::.,~-==:= .. ...__..........,. ___ ._.._ ____ ~_......,......,. ...... "T1-~&r91C-,.. n.---....-.c-,,......_--. ... ~-.......... ..,...~v...__. .................... _ .................... ~ ...... V161f--. _ -···-...... The Reinforced Earth company -- -'-•-------,-----REINFORCED EAltTH WALL DATIi --7-20- STANDARD PANEL DETAILS I SHOP DRAWING INDEX , la J \_ ~ FRONT FACE TYPICAL HORIZONTAL SECTIONS I OETAl.S (A) a(~)) 38 • CHAMFER -TYP. B ~ '!:e• CHAMFER ·TYP SHT. NO. PIECE ·MARK PANEL AOOIT. Qr< AREA UCH COMMENTS SHT. NO. .... L ·- v•,e DIA HOLE f---f----+---J'--------J--+--f--t--------j 1.,, TVPtCAl YE8@CA~SECTIQNS !DETAILS C B D ) NOTES l REINFORCING BARS SHALL BE STEEL ASTM A615 GRADE 60 2. TIE STRIPS SHAU. BE STEEL ASTM A570 GRADE • ~~ 3. ALL FRONT EDGES OF PANELS TO HAVE A 39• CHAMFER. 4. TIE STRIPS SHALL BE PLACED WITHIN 1 • OF THE DIMENSIONS SHOWN ON Ti£ SHOP DRAWINGS. !5 .• PANEL DESIGN THICKNESS IS ~•2• QUANTITY OF CONCRETE WILL INCREASE TO ACCMMOOATE ANY ARCHITECTURAL SURFACE FINISH THAT Mt.Y BE SPECIFIED. Ii. EACH 34• 1!1 DOWEL SHAU. HAVE A MIN. LENGTH OF ,0•191e"FOR TYPE 'C'PANELSlA SltiGLE FULL L£NGnt DOWEL MAY BE USED AT THE DISCRETION OF THE MANUfJ.CrURER. DOWELS MAY 8£ GALVANIZED STEEL OR PVC ROD. TIE STRIP DETAIL (SEE NOTE 4 l TYPICAL SECTIOIJS 7. PVC PFE TO HM N SIDE DIAMETER OF 11a• -I~• AS AN .ACTUAL MEASUREMO'JT. { r NOMINAL, ASTM 2241. SDR 21 MEETS THIS OMENSICNAL REQJIREPvENT.) C£RTIFI£D WITH RESPCCT l'O rNTERNAL STABILlTY ;OF REI~~~~ ""~""'' ·'ff.~ t,-~_I ~ PANEL ADDITIONS D-DOWELS L-LOOP 9ARS D w-WORE THAN I. DOWELS [ REDUCED SCALE l PANEL FINISH P-PLAIN E -EXPOSED AGGREGATE FF-FRACTURED FIN Rf-RAISED FINISH A-4 -R4 I LI __ L-__ NO. OF VERT. 8ARS -NOa='TIESTRPS L..-------,,,.. v,•_· ~ 8..-f t'1l ?n r:z., .. :.t~a, Na :::5-GA.,,..,., '"flEINFORCl!D EARTI-r 1a ntt: lll!GISTntEO 111ADl!MUUC Of' TKI! I REINFORCED EARTH COlll~ANT. :-:~n::-~ <l"':?Pr':a~ A-:'::" E--. ~~-.:, ~~ !: ... ... ,-~---.. -_.,..,_~........,......-_,,,ca11y .. -...i .,._,,.,.tryTt.-•-E:.,u,~ T,-,. .... 1orc..i E•tto c--. • .u-1.,.._., -'-""'-s--~-.,.._, v,.., -_......._,,.., _ _,.c--_ _..,_.~.__-"'"v-~ PIECE MARK .... --.-_ft, ........... PANEL AOOIT. QTY. AREA EACH COtJMENTS The Reinforced Earth Campany ·-~-,, .. ___ ._._. ___ ,,_ ,,..,.,,, .... AEINFOACED EARTH WAU. - ST&NOARD DETAa.. I, PANEL IMJEX tf0>£ I ! 111/ J. \,i t-+++--.,../..;.:..;.._ 1 ~ . I . r-,~ ~-rl { __ t )1•1r,• SECTION ►B AL-4-,R4-4.45 SECTION ~9 AR-4-R4-4.45 . A-5-R4 I l'cO.SP. PI...I.N WW ~ AL-5-R4-4.45 Pl..&N Vlf.W ............. A-6-R4 :; -1-i-t_ -~-1 ff I ,• .. -----~Pl Ec&.~P. , .• I z!.. ?i.4.. j'-'Q. 'f,~ ' AD-5-R4 IO • • .-~.,..:_-+"'"'·'""''-· -+-'-'' •:.,•c_• -1 ', ~ --AR-5-R4-4.45 PVt ..,I'( t--------=•c..''c..'=-•·-------+ ' ,l.. ,r'.;'."'"' I ~/ INSUTS~ 1 ~ . ' f_ .. I 1 ! e _,;.. P.V.C. .l_ A J .~ . cJ ' PLAN VIEW BAClf f&Ct: ;i_::::ri 4'-1'1" if',,· -.A"'-• .• : • . A / © SECTION B·B ~ -~~J ~PE s1z· ~ ~@ .t. ,1,- ' ,. ~ • ·' -.. l I © SECTION O·D ·~ ~ 2 ;. SECTION C-C OETALS ©®©a© 5££ ST'D • DETAL SHT. LEGEND A-4-R4-l I L NO a, Vt:IIT. 9.tJtS ! L__ NO. OF Tl[ STAt,,S C. ----Hloll.L TYPE ! I I 1,.11'•1~• HO.] ,1,SSH(JWl,j .. -----------------------• SECTION A-A CtRTIFitD WITH RE:SPECTTO INTERNAL STABIUTY' s • . . OF JU:~EAAtH [ J .{~' \~~ REDUCED SCALE ,11•~""•"" • • ~\ I I·! u1..•' "1.·,',. ,-rg_-f 19.?-Z .e,,-,·dPle,.N".755-,;..d.4>-1 ~-~~:>' 1--~-'-.,""••'"'o"',-c,-'o"u"'-,-',..-".~,.",..---,","-,o","-n"-.,"'-',o"'nwo'--';;.,ac•-.,=, -"o", -',...--1 ~-- - 111:tNFOIIICED UJIT" COMflANY. n. ._,,_ .. illf.....-~ "',,_ e,.,,i... ~ c--,.,. - • -. ,....,.,_ tar a. ... M 4'-btRA:d l"'tr-c ef h'~Ht?:?R.,.. ZA::'6 __,.,.,..,.._...., __ p,qct._ it. .,.........., _ _,i.-i..,n •f>OII IClbe _ _, ______ _,_ly-...., i.. .m,.t,., n,. 11 .... ,_ ~ eor--v. ' ,,_"-'-flffheon-.,.•~•-.,-~s--111-....i111-.v,_._.,. a........,,.,.o,_or--._11C11C>ON111_.,~•....,._.1,...._11WV-..-. MATERIALS LIST SHOWN IS FOR INFORMATION ONLY AND APPLIES TD P'ANEL A-4 -R4 ,o .. , m, ' "" •. 4'-9-LON- VERTICAL IAIIS I • 1111), ,; 4•-•• LOIKi COIIIC"f.TE I .• , , . ,., 4000 I" S. I LIFT!MG IIWSERTS ' ... TOO "' STIIII" I • "' ST'o OETAIL "''· /l'_V.C. "" I ' , .. !,!). 2'-.. , .. LOfltQ '°"'" I 2 ,.. DIA, a:. ro· L°"' ~ .. , , .... ·,· .ISEE 11110E:c -~"' .... 24.Z SO.FT ITEM (QUANTITY REMARK -UST OF MATERIALS PIECE MARK A -4-R4 =-_ Th• R■lnfarc:•d ■artll campanw --·-------,_.., .... REINFORCED EARTH WAU -I DATE A/R4 SHOP DRAWWG -· • pt AN '<1EW -,.CK n.c:£ B-3-R4 SECTIOH &-II BL-3-R4-4.45 A L B-4-R4 SECTION &-8 BR-2-R4-4.45 J .. , :s,. CNAWt 19t&-.., I I ,....__,_ -;: .,.. . . '/ ~ I ! I ,_,,,. I .. i ' PLAN VIEW SACK FACE •·-1,e- SECTION •·• SECTION A-A I . . .: ':. . I I ! s- 9116" ,.-1916" 'I A ' 8 ,·. ,,,.I ""·' AS SM0WII I ~17,• LIFTING IHSERT SETlON D·D SECTION C·C NOTE I !'"·:)~ DETAILS .~ ® a® SEE sr·o DETA!L SHT B-2-R4 I LL '"° OF vERr e.1.Rs I -HO OF TIE STRIPS ~----PANEL 1TPE MATERIALS LIST SHOWN IS FOR INFORMATION ONLY ANO APPL:.1£5 TO PANEL B-2-~ •· HORIZ. BAR I N0.4; 3·.3' LONG t10R,z BAIi VERTICAL BA;i-5 CONCRETE l .21 cr ,•c 4000 Ps 1 I 2 IOHE TOI\II TIE STRIP P.v.c. PIPE MNE:L TYPE SEE IHOEX j SURFACE •AU 12. I SQ.FT ITEM IOUANTlTY REMARK LIST OF MATERIALS PIECE MARK B-2-R4 The Reinforced Earth Company PVC ""'I: C-3-R4 9 1161 4!',_\· 91)6 ,, r/"-NVI~··· a,..·. fl.CE C -4-R4 • I •v 1 LIFTING~ 1 --~~ ~ OOW£L ___ -. , NSERlS , PV.C. PIPE INSERTS ' I') ' L . _J ~ B -~+--~m ~ N J ---- s11s· 4'. ,'a· s'-112• '~ c~ -+---------''-=--"-"-----,---+ C PLAN Vl!;W SECTION C-C BACK FACE = 1 FOR DETAILS 0 ® a © SEE sr'o. DETAIL SHT ' C-2-R4 I ! I ,•.,~-1.-i N:J. 5 AS S110WW I ~,.,,.,...., . . SECTION /Jr-A COPING DOWELS LOCATION DETAIL (SEE INDEX FOR QUANTITY F PANELS WITH COPING DOWELS) [ REDUCED SCALE) M,·k. :-?i!:,-f/,.?2 ~,:1..-~ No 55-t:.-44-rl ""REINFOFICl:D LUITH"" IS THE IIEQISTDIED TitACll!:IUJIK 01'" THI: Tt.dr---~W.-p,__.ca,ytoTtw ll-lo:irad Eont,C-,, ..... •~ ~--,_ol t:,1,..n;....,..i 141:t qf 64EtdFtz=5C 3'ace<H gn1y.,_,,,___,,,..,...,,,_.n SM..,, _______ IOtll _.,_,, ------'ca,11y_,~ .,_,,....,t,,,-O."-'""'-IEM1hC-., TI-. 11_.,,,,... E-~ii__,_ -11, -~S ___ ...... IO_,Vtdll ..... ............ ~-...-.---•-oi~,--._v_...~ NO. OF Tl£ STIIIPS J>ANEl TYPE MATERIALS LIST SHOWN IS FOR INFORMATION ONLY AND ~ TO PANEL C-2-R4 . ..:'='="='="'=-'="="='='='---+--=' ---ie-=""='c..'=~:::. ----------1 TIE STRIP 2 SEE ST'D ~TAI:. SH< f-'-M="':::'..c."="'..:..•=c-• ---+SEE INOEX SIMF.lCE AIIIEA 8.8 ITEM OUANTJTY REMA~ f-'----'-'-=---L-1-ST_,OF MATERIA:::L::;5:__ _________ --1 ,0-'T PIECE MARK C-2-R4 The Reinforced Earth campunw --.. ..-.,.:. I DATE • C/R4 SHOP ORAWIMi" I ' i ' . ·, r· D-3-R4 ~ ' S£CTlON t:fl . -2-R4-4.45 '£_ • ..,.__,.~ ii j -a=k i~-+J:-Lk j ~ "! I ., • - ~~J 11-I0\4.' PLAN Vf:.W """'"" z. vee:r,c..6-L ,l5.6..E.s. r-.o.a~ z 1-o" I t-1c7C:1:Z.::,-..';°.,,_ e,...c ~.4-; i0 -'!; ~ I ri,:';'Z.Z:.::,,-,'f.t-.,:__.. e,,..e. f-.:e:'-4; 0'-t::j" ~ DL-1-R4-1.0l D-4-R4 PLANVIEW BICK FltiC£ DR-2-R4-4.45 • 3 1012" EO ;;,..._; EO. SP. !.;(!. 4" 4!. O'<ili;" / 19'16" I .. ,... 4'-i's· . S'-7'2" DJ PLAN VIEW BACK FACE c.J SECTION /Jr A 9116" SECTION D-0 .!!Qli I FOR DETAILS OEmll."'1'. SECTION • C-C - ® ® a-© SEE sT'D. ~ D-2-R4 L NO.Cf"-vtfl:T.IARS NO. Of" Tit STitlf'S P&llll TTPE JU,~RIAL.S UST SHOWN IS FOR APPLIES TO P.&HEL D•2•R4. INFORMATlON ONLY ANO I aJPff<G DOWELS HCRZ. BAR I NO.•; 3-'• ,• LONG VEJl:TICAL .Al'IS 4 HO.,; z•-o• LOlfG CONCll:ETE .21 C.T. t'C. 4000 P'. S. I LIFTING INSERT$ 2 ONE TOllf TIE 'STIii,-2 SEE. ST'D. DETAIL $tlT P.Y.C. PIPE ·- MIEL TTP£ •o~ SEE INO[X SURFACE AIIEA 12.1 10.n. ITEM 0L\.O.NTlTY REMARK COPING DOWELS LOCATION DETAIL UST CF MATERIAL! l SEE NOE.X FCR QUANTITY OF PANELS wmt COAHG OCM'El..SI ~-----~ PIECE MAR!< 0-2 -R4 Ct.'\t'IFJtD WITH ,.. _____ _;,;:;.::::.;:;;;.:;;,_...,:WS...-'-C:,;.. _______ -1 • RtsPtcTTo •-~Cm.;;..;-;;;;; TIie RalnforceG ■arth campanw INTLRNIIL STAOILITY "; ---•------- [ REDUCED SCALE] ~:Tl\'~~:-~"'~-~. :;;~TH f-,----,------r--r------------1 • • ~-"' _.., ~\ ·,c_ -Jll!INFORCED EARTH WAI.J.. /, _ .. -.a11a..c ~--'-•.-i vr,·,, ....., t 1a_7;_· Br-/dc-,. ,>,/t1J.£5~"1.d4'1 ~ 1-...:::.;,C-.;;...f;."'°~""""°-... CE~D ....,.,,:......,,...(2.J.COi:l:;.••"'~/i;-;<:•.-l" ... f,..?-::!,.~,......:::.: .... ::.:::.:: .. :z...,,..---,1. -~ ~y ,_ ~ J_t~~~ ~~& ~.r --,'II • --~':::= _ ........... _________________ ~ _ _,_..,. __ -~tJ,1lls~l..ot~. n.~E.-~ ........ _ .. _......,s.. ______ ~---...--. .... ._... ___ ., ___ ..,....~----"------ IYJt-4 SMCP DRAWNI 11 01· ~e.-.. NON!':. ,.. 1~,• [O bl [O I~ .. • 1-~--.. ~,\• 9115. 5~712" Pt.AN VIEW """ ""' E-4-R4 CECTXlN 11-!1 EL--1~4-4.45 "' PLANVEW -- .... ., .,,.-.~\.. r..,.': . EL- " I • ;.. I S[CTIOf<I !!-I!! -R4-4.45 PLAN VIEW """'""" E-6-R4 gl1s" ,·-13!• ..... :r-71..• DJ PLAN vtEW J BACK FACE C , .... t 4'-15,• 1f''15" ~-r-J • ' .. . . • .. @ SECTION 8·8 1'-4" I EQ. SP. I EO. SP. 1'• 4" I I ,j, 'I:.,• * l l ,• . ..,.I i ,.i ' S':.'.CTION k-A P.V.C. PIPE A tt··· \. I C SECTION D-O N "' = • .,_- SECTION C-C I FOR DETAILS ©® a © SEE ST' 0. DETAIL SHT. LEGE~ i-?-ftl.,,.,. ....... j L....: NO. OF TIE STR.-S ~---NNlL TYi'£ ""RT MATERW..S LIST SHOWN TO PANEL E-3•R4. IS FOR INFORIIIATION ONLY AND APPi.JES I I COP!NG OOWEI..S I • CONCMT[ I .2s CY ,•c 4000 "· s.1. LIFTING lftSERT5 I z ow: TOfil TIE STil:1,-l 3 stt sro otTAIL s-tT. ,,_v.c. "1PE .,..... ITEM IOUANTITY RE~RK C.ERTirn::o WITH UST OF MATERIALS RESPECT TO E 3 R4 tNTERNAL STABtl.IT'i l+--------'P1Ec;::;CE=..;:;MA:::,:R::_K..,ea._...:,._....CS!..---------~ COPING DOWE' e LOCATION 0~ ~1.P~~~:~~~ {SEE FNOEX R:lR QUANTITY OF R!I.NE!.6 q_ ,, -c-•----:-.:-::/=--- WITH COf>ING oowa.s, l-'Yu 11-,---.,-------,---,---=:=:=--------l ->Jf!,'t,, 7?rt' /D ..... 2,' J:J.rt I -A/tJ,55-~,tJ.J.}4 ~~ ,_....,_ ...... ____ --'_ "M'.IM'OttClD ~ IS 1141 IIIIEG!STUID TitAOEII.UUC 01'" TI« Pf~ f---t------------~ 1111:1-0l'laDIUJtTMCOMl"AH'I'. -.. Tl'le R■lnfarcad aarttl company JIEINFORCED !Aftnt WALL =~~'s:d~~FJ:..~ufaG~':~"'::.i:::::: I CATI! _..._ ___ '-•-------..,.------_...,...., ......... REDUCED SCALE ..,.__,....,,,__, ___ .,_._ ___ .............. -[ l ... --.-n. .......... i-c-,,,. -. -............. ._.. .... _________________ ~-- "--------~~------~L--~====:::'.....Jt.-=...:...:.:......:..__:_::: -· -· -E/11114111..()IIDltAWIM •--- 9 116"1 4!~• 19116- ,.:. 71.;:• PLANVFN """'"" F-5-R4 F-8-R4 \ I 1.!.4" ··=,e;..:,-,;1~4• 9\&•I 4 ! I 3-e• lo. \E. ,i.112· PI..ANVO/ """ """ F0-4-R4 • J • L F-7-R4 PLAN VIEW """ "" I •'4-.· 1r·-- >n¥-~ FR-4-R4-4.45 [ REDUCED SCALE] I 'l I I I I I I ' .. l -· SECTION B-8 I _j u . ~ N ► 1 --~ SECTION /Ir A " ~ . I ,.i ,_ ,.,.I COPING oowas LOCATION DE"lllll CSEE lhU:X FOR QUANTITY CF PANELS WITH COPING DOWELS I PFE SECTION C-C NOTE I FOR OIT.rt.lLS @ ® l!I, © SEE ST'D. DETJ.IL SHT F-4-R4 L "°· a, YE:ltT. &us NO. 0/F TIE STIHPS -,- MATERIALS LIST SHOWN IS FOR INFORMATION ONLY AND APPLIES TO PANEL F-4-R4. """"· DOWELS e N0.4; "¼'-!~ ·-"""''· ..... 3 NO. 40 ~-9• -VERTICAL .... • NO.S; '5-3· LO .. '°"°""" .30 C.T. f'C. 4000 P. S.I. Lll'TING IMSElltS , ""' TI?" T>E .,..,. 4 ... ST'D. DETAIL SHT. ~.Y.C. -I 11a'" I.D. 2'-~ ,_ ,....,_ I 34• DIA~ Q!l(f .... M,a ,.,,. .,. SE£ INDEX ...,_,_ ..... 17.9 SQ.PT. ITEM ClJAMTITY ·-LIST CF MATERIALS PIECE MARK F ~ 4-R4 The RelnfOrc■d Earth company _c-, ______ .,_ ) ;.. .. _... t:O SP I ~-,,., ,._ •. 't. ,,:,.\,I.,• GWD-7-R4 G-8-R4 ~ Ljm_SP.'i .J ...... ,.. ...-....--- G-6-R4 I'. ·-'. '. [OSP I [QSf' I EOSP ' PLAN VEW ~ G-7-R4 [ REDUCED SCALE l ,Is· ' r,;.I ' PLAN V£W BACK FACE SECTION 8-B SECTION k-A I I I i,.i 1-1,• PVC le\ N0.3 AS SHOWN COPING OONELS LOCATION DETAIL (SEE K:IEX ~ QUANTITY OF PANELS WITH COANG DOWaS) "l'll!IHf'OflCf:0 ENtTtf"' IS TH£ lltf:QISTtllED nut.DeMMK 0, THE ltEINll'OIICED l!.t.Jn'M COIIPAHlf. PFE - SECTION 0-0 NOTE ;. "!. SECTION C-C I FOR DETALS ©@©a® SEE sr'o. DETAL SHT. L£GO,i) G-5-R4-- L NO. OF \'UT. &US NO. 0# Tit $111ft flll.Nll TYPt: ~:~~a!l~f4_SHOWN is FOR INFQRM411CN OHLT AHO APPLES 10 "°""" oowas " NO. 4; ?.' -L '' lDN8 ttOIIIZ. 5AJtS 3 YEIITICAL SAR$ • CONCMTE ... c.~ . f'C:. 4000 P. S. I. • Tl£ STIIIP' SEE ST'O. DnalL SHT. P.v.e. ,ii'£ ...... 2 ~'"'""-~:...c!n>E_::::_"_:G:_" __ ....;,SEE::::,_::'NDE:;:::X::-1-=""'="::"'::._:'::""':::__::•o:;,::•_....::IG::-":..::.·--1 ,_ ITEM QUANTITY REMARK -:::: .............. .,.. UST CF MATERIALS PECE'. MARK G -; -R4 The Reinforced Sarth company -C.-•------u.. , .... ...,. ..... -REINFORCED EAAnt WALL H--t----1,:-::_i ______ _ i ' "-'",... ..........,.-- H-5-R4 --A ........... • ;'<·· . ., __ .::;.--•. ~ ~-. .... H-6-R4 • '-I " i I_ ~rl T " ! r~ ,· ... ... ... ' •. PLAMVCW -...:&r.a- H-7-R4 ... _.!,_• -4'-o._• .... HR-4-R4-4.45 [ REDUCED SCALE] £!ACK FACE SECTION 8-8 ' ' I 1,.1 ,_,.,. N0.3 ASSHOIIIII SECTION /Jr A_ COPING DOWELS LOCATION DETAIL ( SEE INDEX FOR QUANTITY OF RlNELS WITH COPING DOWELS I "111ElHf"OillCEJ E.IJltTH"' IS THE lllOISTVIUt TIIIAOEIIAJIK CW Tkl! 111.EINFOACl:0 LUITM COIN'ANT. n.~ ___ ....,,_.,,,,__,, .,... ,_,,__~c--.................. .. -~G++--":?:4!:,J/?t:!-,' Of ....,EHB?tt !?E¥t:t ___,.,,wtion_.,__,_,w ttw•'--,..,.....-■--1'1~-...,-~-~...,__ .. -....b'fn.-..-E--.C-,,,. llw"-torad~C.O.-,.,-il ........ l ______ Un!WS-_,._,_~_;._,;v-.- -...--. .. o...-.-------~~-:...-v11a1 ...... I C SECTION D-D NOTE SECTION C-C I FOR DETA.ILS 0 ®©a @) SEE ST'Q. OE'lJUI.. SlfT. LEGEOO H-4-R4- L HO. OF YEll:T. at.Its NO. 0, Tit STIIP.i PANfL TYi'£ MATERIALS LIST SHOWN ES FOR IM"ORWATION ONLY AJC) APf"UES TO PANEL H-4-R4 COPING OOWEI.S HORIZ. .... VERTICAL .... OONCIITTE LlnlltG INSERTS "' ..,.,. ,.v.c. ~ .. _,_. MCL -• H • ITEM " N0.4; 3"•!' LONG 3 NO. 4; 4•-9• ..... 4 NO. 3; 4·-e• LON8 .41 C.'1'. t't. 4000 ,.s.1. • .,,. TON • SEE ST'O. DETAIL "1T. I 11a• I.D. 2'-~~-l.£lfl8 2 :s,.~ DIA; 0~ 10-.,,.. SE£ INDEX ........ ..... 24.e: 14-"- QUANTITY REMARK UST a:" MATERIALS PECE MARK H-4-R4 The Reinforced ■arth ~~j.'11111' _,; __ , ________ _ -1naa1.- REl~FORCED EARTH WALL 1 DATE ,7/z:,;,/ •• 191.,4 • -H/R4 SHOP DRAWJNII 15 ,:;,;;-'.A ,r,M{ .. , :,-! I i i K-8-R4 •·-,~.- +' ~·:~•·.,..._-~•-~,•~--~---;! ~-• .,-unw,c; .,._r . -1 1/ -..rTS~i 1 ~I ;,,, j, . . .:. i:. I ;J; r ,--✓: 1:0.SP. I EO.~ ··'•1'. ~: ... -0•1•" KL-5-R4-4.45 • J Y:»•e:·~::··~· .,.] . ..,__.,... • • SECTION &-II KL-4-R4-4.45 ,,., PLAN V£W ~ K-7-R4 17 ,,, ' PLAN VEW BACK FACE SECTION B-8 SECTION k-A ' 1' -7" I REDUCED SCALE] COPING DOWELS I OCADON DETAIi (SEE INOEX FCR OUAHTITY OF PANEl..S CERTIFIED WITH wmt COPING OOi\lELS J RESPECT TO INTERNAL STABILITY 1-4,/e J?.,f It':}. 7,z • '$r,d,u J/o 55-/444/4 or Rr.INFORCto EARTH 1-'-.. ""," ... "•-•"'c.""o"--.... =,..-'-",.•,,,.=".,".,",'-,...=,.~ ...... =-= .... =.--.,--,--=-, STRU~ ~-REINFORCED UIITH COlll~Atff. !rtt~, I N.1A;:jX;" )J ,~C•Vl¼J/ '\;~ n......,._,..,....._~.n.11. .......... ~~.--... ...-..---of -'b:½!9:::dt'.::.t?-1 ef r:::'ft::::!e?S:t 6fo<H .,....,,._....,,..,.,..._i...,. U.1111 ____________ .. ..,.__..,..__~.........., .. .-... b,The-....:.l~~-,.._,._,,,,_Eanh~,,-----1-""hUllllafS-....... _____ Val.e,IOII ---.--.-.-----~-~------Violll_,._ ,,,. ~~©jrt•'.- !11 ·f;_"!; •.-... :..~ .• I C SECTION O-D NOTE SECTION C-C L FG! DE1'0LS 0 ® © 0 ® SEE ST°O. OETAL SHT. LEGEND K-Gi-R4 NO. (JIF VERT. UltS MO. Of' TIE STIIPS PAICL TYPE INSEIIT UST SHOWN ISFOR lr-.R:l,:MA~ ONLY AND APPLIES K-G.-R4. CXPING OO"IELS H(HIJZ. BARS VERTICAL 11.t.RI CONCRETE LlfTINO INSERTS TIE STJl:11" l'lll£L TYPE " K " ITEM .46 C.T. t'C. 4000 l".S.I._ z <N TOW ~ SEE ST"i>. DETAtL ltfT. 2 :S..• DIA; 0 !. 10" L.0118 SEE INDEX SU!lr~ All[A 27 .0 IO.fT. 0UANTITY REMARK LIST CF M.\TERIALS P1ECE MARK K-G,-R4 The Reinforced llarth CCNnpanw -c-·---------,..,a-,.--REINFORCED EARTH WAt.L - K/R4 SHOP DRAWING I~ •n - l· i ' -t ,,.,,c __ l .. ,.,._~};-'·. ·!.;_;.2_ : •' . .. !.:_~l ,-• ' f.~.;~_ t ··.:.-;:_;:; t~ ~ ~ ':,, ~; ' =:::: __ -., f; :~~;,;r-':'j ; _Jr '~t;, -; 1 '~· !It~;\,'.-;~:·.:- /, :r,::,,:,-.,,. ,,~. c. L -7 -R4 1 . , :.~tr~~~-~r~',~\ ·" . i '"~;, ,,.,., ••.. : •. • • . t :_:x~ -f 1 }.:1·-~t1 ~ .. ~ .. , ·.-t-·_... 'l , .., ', . .r-, -• .. j ~ •• -~' -~ '~~, : :-' ~ 7 ! ~1 ·~ ''t-,( ~-:-- -I • -I d-,.1, ~ .. ,,. -:· ;t---~'.P--..,,·~ ..... --R' 1 m· l .!tr·; ~ '~ .a --C u_u· -~L~.-.l.- .t-:.. ·--".·\':{•_ ·,!'. -:. ~~'~"'"=·-...,1""=··~"~·+' '""'=·=·'"~-~-... 1'~·=•-·~ : ~~:i;tl) ,.. '";:.·'= :_:: . U-J-R4 • J '. ' ; -.r-;: . • r-•· la.. L-8-R4 .... ' I! I'-/ ,.-+1-1-' ..... ~"-l-++-t il X / rh.· 1-- ., . • .J . ~, _) •·' ·=:~•--.½ ©~ LR-7-R4-4.45 ~ ... _.,. . I , ... I L-9-R4 _/t =-.. -s ~ LR-6-R4-4.45 D~ [ REDUCED SCALE] I CERTIFltD WITH IU'.SPECTTO INTERNAL S"1'i\BlUrr or REINFORCED t.uTli nllU~jRNm<.v • ,~.,,-~,~-::, ,..--~~ ti" ". ,~. r• . ---_,,,,,.,., I---l P.V.C. P!PE :,. n .:. + __ ,.~•'..--1...r I-1t· JTF=-1'·¥·+ I I ~ : q I • • r: 1,l 1 I -+++----·-+++d-1111 .. ,' I .:r. ,,, -"' ~r~ •: '.,,•· ¥. f-T" ff. I - PLAN VEW IJACXF""' ; / SECTia< ,,. .. V = ., • . _, . ' .i. 1'-4• fl I I I i,.i ,_,,., f-7'' _j Im. 3 AS SHOWN COPING POV@.S LDC:,,ATI,..,.ON~='p"rn>"'""'lb ( SEE· NlEX FOR CUAHTTTY a: FIINEl..S wm, ctlPN3 OOWELSJ - ~IWOfllCIO UJn'M"' 11 nt1 IUGlsrm:D nlADUIMIC Of ft.: ltEtwOJICt'.O ILfJITM COIIPAJff. lHt~~ ........ -·._,.__....,~_ ................. ... _ _. ~r:: Yild?sr 5£¥4 r+,1o1WU011wkt>_91it~wt .. ...__ ___ .._ _______ ..,. __ ..,...... ..... ~...,.,.,, ill~1Jrn. .......... E.-c-.,. ' n. "-"--lbr$c..n..,,,■..i.....~•--........ s......-_._ ...... .....i~ .... .................. _ ............................... y ... ...... .. ..... - '.s;;, C SECTION D-0 SECTION t-e I FOR DE1>JU 0©©•® SE sr'D. ..,.._ SK1'. L£GEM> L-6-R4-' L..,_.,,..,_..., L.__ NO. OF Tl[ STRIPS ,_LTY,f; MATERIALS_ UST SHOWN_..,•! ~FOR INFORMATION ONLY HORIZ.BAR COPWG DOWELS VEJtTICAL L\RI co•c•m LIFTIMQ INSERTS TIit STil:IP P.V.C. PIP£ OOOELS • .SI C.Y. f'C. 4000 P. S. t. • -TON 6 SU ST'D. IET.111.. INT. I "•• I.D. z'-4-'8• 1.0Nt Z 3-.t'" DIA; 0 :_ io• LONI .,., . - MlEL TYPE 0L • !IEE INDEX lll.lRl'II.CI: .f.LIIEA 30,0 -.n. ITEM l i . : QUANTITY REMARW UST CF MATERIALS P!SCE MARK L-6-R4 The Reinforced Earth COl'llpan,\; ....... -.•---------. -REINFORCED £1JU'H WALL :. : I CATE 17/zdao • , .. /,-w,,'.,.._ •-:·· = -L/R4 SffOP PR.lWING --... -.: •. •' ·, i 1. ; "" ·fl ' ,,.. • [i:, ,, t-., .-, '~ • L1.4--1-1 'i:::LR. CTYP.) CEIA-2 ~-:??;;~-;: .. • , __ . CEIF-2 31B"X3/B"CHAMFER FRONT FACE ~ m N ' DETAIL "A" SEE 0ETAIL •A• rrYP.J 3 112· r-- -+4 :5 ~ SH0,.,..N m '.,' SEE DETAIL •s"C"TYP.J CEIB-1 FRONT FACE TT ~ CEIC-1 SECTION A-A ST'□. PANEL HEIGHTS SECTION A-A ST'D. PANEL HEIGHTS N -' 3--1'4 AS SHOWN CEID-1 SHOWN CEIK -2 4---+I TYP.J 5-+4 AS SHOWN CEIP-3 CEIE-1 ' m ':' -i _l 13 112• !. -' ~ ::' !3 1/2" !, m " -' m 1 ·' •A• I l!ILOCKDUT FOR 7• 1/U,• PANEL IF REQUIRED C'TYP.J I'. 4 1/4" "A" 53•-e9• CORNER ELEMENT SCALE• 3" .. 1' -o• LEGEND lEGE>Hl ~ 0 T!E STRIP @ LIFTING INSERT " C @ l!,E,l,RING PAD I ~ . ~ , NOTE• 1 \/2• MIN. ON ALL REBAR BAR DETAIL SCALE• I 1/2""'1'-0• (OIMENSl::JN SHOWN ARE OUT TO OUT> [ REDUCED SCALE] CEI A-2-R4 f---~v,,e~•T~.,__,•~A~·--+-~''----,---"··~-•~· ~NG~--4 -AS SHOWN -~1 lNO OF VERTICAL BARS LNo OF TIE STRIPS -~~--~ HEIGHT CtRTIFI£D WlTH -TYPE RESP.ECTTO INTERNAL STABfLI'n' OF REINFORCED t.ARTH .STRUCTURES Olff.Y, HOR JZ. BAR 4 ~ -AS SHOWN I • CONCRETE , 0.19 C.Y. ~ LIFTING INSERT I ONE TCN EACH TIE STRIP 2 SEE ST'O. DETAIL SHT. F-ANEL TYPE• CEIA" JsEE !NOE:<0 SURFACE AREA • 9. O SQ. FT. ITEM QUANTITY REMARKS MATERIALS LIST FOR CE1A UNIT ONLY. OTHER UNITS SIMILAR. PIECE MARK The Reinforced Earth company SHOWN CORNER ELEMENT ·--,-•• ,.,.. ___ ,._ •·--•·•--•»>>O . .,,.,, .... - CEIO -2 TI,;,,,........_~ --ID Ttw 11•.,fonad Esffl C-,,, ---. ~'°'OW .. o1 (tei;"U..JI' !Tt Of o...1E.Hfl2FZ-T z::r-<u .......... ........._;on-'lh,fpn:,,ct.- ti. ;..,-_,.........., -• -tD Ila -tD...., _O!'fl"'l,l __ ....._.-,erlil:ally .. -.iect ....... ,,.a,,n.R.obadl;-C-,-, n.R-'-Eanneon-.,■~1-in-Un411dS--_.a-111-.v-.91od U. ............. 01 _ _,__nDl _ _,_,.""Phldi-=----Vat.l~ -REINFORCED EARTH WALL -. I . . :-. ~ ... .• ·' -. / GH -,,3 -R4 ,/'// SAR, !!(FORMATION • ~-BARS 2 N0.4;4.'-9" LONG ,',.. VERTICAL BARS. 4 NO. 3t I' -6" LON; / M-4-R4 SECTIOfol e-c WPING DOWfl $ I OCATIQN !:£'TAI\ l!IEE -~ fOR a .. •••nnY OF -i., WIT>! C0ll'9tG OOWf:LS I ',"',.'----,, .. BAR INFORMATION ', .. VERTICAL BARS 2 N0.3~~·~_:r•LOOG HORIZ. BARS 3 N0.4; 4'-9.LONG .,, VERTICAL BARS 2 N0.3; 4'-41.LC)f~G ./ BAR INFORMATION HORIZ. SAR HORIZ. ~AR VERTICAL BARS 4 KH -4-R4 N0.4; 3'.9" LONG NOA; 4•.9• LONG N0.3; 2'-9.LONG .... c - .:,:_ ::; ~ ;. ~ ·- SECTION C ·C 1·-r• GQ.~P. SSl,SP. f-r" ~O....C...-:~r ' I I ..... _ ri r.:. ,:; I ... 111 ~ I I : I ii ,.,.n , ... ·m-q_ LJ"T- ~ --1 ! ! -, !i SE"CTIO,,, C•t N -4 -R4 ". 1:l.a· "',£" -,..-Y ..... .i, -=--~v I .j:: I I -1-,, ,:: I ' I H! ,I, ~ ,., I iii ii:: I !~I r ~ 4" l ~-[ ... ,~ ' l ! 4* ' LH-5-R4 COPING DO'n'ELS LOCATION !'>ETAll t :!IEE ii:b F0fl aiunn ti Piii;U -.rT1I toPIMG DOWlU I BAR NFO™ATION VERTICAL BARS 2 N0.3;2'-7.LONG HORIZ. @ARS 3 N0.4; 4'-9.LOfi.'<i VERTICAL Bt.RS 2 NO. 3; 4' ""4"' LONG I :, I ~il[ BAR INFORMATION I REDUCED SCALE l ~~! CQP!NG DQWE[ $ ! QCATIOO QETA' !SH H."!'• <,:,O QOJ,l.l(T!H rT "'-"ltU ..,,,. o:T"'Nl ~LS1 HORIZ. BARS 2 NO. 4; 3'-9" LONG HORIZ. BAR I NO. 4;4' -9• LONG COf'ING DOWft S I OCATl'JN tf"JA; 15H ~-•oo _ .. my OF N~U .,.,. ~ IY.IOtlSI VERTICAL BARS 4 NO. 3; 3' .3" LONG '1111!"1NFOIIICEO UJIITN" IS TM! 1111:GWSTEIIED nu.Df.lUJIPt OF THE 1111!:INl"OIIICEO l!:A.IITif~AH't'. =-o'~~~~II~~~.:;::,..-.:.~ .... -:.:::: _.,._..,..____,..._ _______ OltW'~-~-- .. _,,,,.t,,,n.~E!o'11'1eo,,_.,.. n. 11--E11'11'1 C.0.-:Y II --., -~S--~__,to ....,;vidl,I ..... .. Nffllllwlfotti...,._.. ____ ., __ ,......,__..,.v_-. --The ••tnforced ilarttt campan7 --, ___ .. ___ _ ._, .. ,._ REINFORCE!> EARTH WALL - j I ' l ----------------------------------------------------,,J ' DISTRICT N 0. 5 IMPROVEMENTS TO BAYSIDE DRIVE TRUNK SEWER, P-HASE I • INTERSECTION OF PACIFIC COAST HIGHWAY AND BAYSIDE DRIVE NOTE: "AS BUILT" DRAWING REFLECTS THE AVAILABLE "AS BUILT" INFORMATION AS RECORDED BY THE CONSTRUCTION INSPECTOR. Principal Construction Inspector, ;y/J-J.L.- LEGEND ----DISTRICT NO. !5 BOUNDARY -------CITY OF NEWPORT BEACH BOUNDARY LOCATION: SHEETS 2 THROUGH 5-----~ " CONTRACT ···NO. 5 -34-I .. 1989 APPROVED "AS BUILT": SIDE. KIRK Construction Inspector, C.S.D.O.C. /-16-';J/ Date SHEET 2 3 4 5 6 APPROVED: ASL INDEX OF SHEETS DESCRIPTION TITLE SHEET PROJECT AREA IMPROVEMENTS MANHOLE AND SEWERLINE CROSSING P.C.H. 1:20 SCALE PLAN AND PROFILE SPECIAL MANHOLE DETAILS PUMP STATION DRIVEWAY. Bf VAULT GENERAL NOTES ... ,_ ., THOMAS M. DAWES Director of Engineering, C.S.D.O.C. ' Consulting Engineers .f • ' , ' Ii , ,; .IL L~ • -31452 .. Kl ~ ~---~ RE \• ' --WILLIAM E. BENNETT , .. . PREPARED UNDER THE SUPERVISION OF: . R.C.E. DATE 0 • (I\ • • C. 1 - • t ~ -... ~ rJ !J 1 .,,.. -~ t-........ .. ~ Q ~ 0 - \~ ~ d: ,- ·oATE I ~ Cl ' .. I ' l I{ PASADENA 1213!/!81B l 792-3096 SANTA ANA 1714) 979-1761 C PALM SPRINGS (619) 320•4220 2 . I- C SHEET <[ I a ..... OF«; SHEETS 2 ,.. ·.~ C -·- I I ------------------- = = E,$eND PA//£M£NT L II SECTION N.T S. l____ - " I A-A ., • --=----- / A 157 ----&- Q1-Y (New) I /.<IT /-67. 7'3.70 419 ,-902~ 13,,;y.s,,,e {,J£-w) ,; l#T. /57 -1-8.?. SI P.C.,4/, = = .515-t 8.?.5/ B.4YS'ILJ£ DR. • 1 • .. I II ----- • Engineers ASL Consult1~-- // /_ i lie •u.~~✓ _fL(.//tf • F: Bt.NNE TT WILi_lAM R f 3!452 DATE BY R.K. CHECKED f B8 6, .s"'Esc s.-,,,ecr /? ,-,;i,R ~"'C,t-~.4LL &Pn:,,:,,T \ 1--'AS/l(;ll'•JA SANTA Al'.A 792-3096 1?131-'(818) r714J ~rn-1761 16191 :J;'.'0-4??0 FILE NO 1'-~3. 00/ tf os K.G./1. l/tG/9. cs DATE BY DIii!. . caunr, 12 ORG , .. I, . SCALE• I"= 2 0 HIGHWAY ASBUILT __ Route 001 • Po1t MIIH Tolal ProJtCI 17.4/18.1 Shur Na. 12 ( REDUCED SCALE) I DDENDLJM ,I/./ &AS BUIL.7' DETAIL Tora I Sheets 64 , I ... C' I Lr C .. ( "' (T 1-- DESCRIPTION REVISIONS L s DIRECTOR B AVSIDE s '""" ~"' ,,,-,.., 1"-5579- ''& ~ '88 ORT BEACH --yµ ~, '~"' CliY OF NIWP ""'"'"' "'" '"'".,JO' •= "'""rn '"'"' "°"" , ·34-1 SHT 20F <, CHECKED DATo//88 CONT~ACT I\IO 0 H.H. CSDOC -,£ C ( • " -:-, ~-=-~ -;:r ~"~ -,:""!'~ 4-4 ~'" -'-cl~=¥.:=;;;;;=~~,t: >--<----'J-=::,-T-:r,· _, - ' -t • , -r ,8,f'bf k' /;V?l:7 E'A'/S n'.4'<> MA ¥~E -I< e IOI A,V-"' .W/.IV 14//T,¥ A/tf1Y' »-A't".P Ar V.PSJA'EAM .:#;ti ~ o'V#'e'T/d,V 8<1?X-~e/l,1t?Ve EX/ST ;?7".ReP -' PACIFIC CURVE DATA 5°o3'o.z'' coAsr ~ SAYS/OE 3 .,, ORIVE c%/5T/,V(j $0" /VA/t,, To ,ee A-8AIVOcJ/VEP \ -~ ' . :fl\ ,~, !~ i ' 1 ~ I t,-. I Iii. ~ '~ 1, ,, ~~ ,;, l ~ :): m" r... ~---•~l'l'i ® NOTc: ill " -',,, GAS CtJ. REP~ESENTATIVE .S-IIA/.l. ~~~ -. -, --""' .. "" . -· t=•:::g; C --------"'' ... ,,_ .... .;-* ~---!- A8BUILT [ REDUCED SCALE) \_ B£ ?JeESENT WHEN t/NCOVE~!llt; [i] · //NL> BAC,t'Fl/.l. M'~ 1zn II./:' GAS ffLOt',1/rE MIii/. u c . ~ ,... I .,_j C' I LC MAIN I/St:_ EKT.REME cAur1on. , 11DoeA11>uM -,,; ,-a~ C ,-----,---------------------------------------lt,._16~'11+.;c;,;s;;;.~:-,.;A.;.;;S .... :;;f:3;;,;Ll_lt.._T ________ -;r:,Se:'K,,r~·-= 0 =· ==::-_0 _"_'._'_"_~ 0 _E~-'-s1_N __ ..,·r'-0 '_'_ 0 _ 0 _·_".,_ ___________________ ,1,&, µ:1/s.~y's,+,t".~.t;.::.j//. ~ffi~A.'.::'.l>D:=.:EN.'..'.:'.D~llM~*~l----,~e:_j-Jar?,_~ t~ ,! · · PACIFIC. COAST HIGHWAY ._ ASL Consulting Engineers /(,~ f i .._I J, t • --; -( / ~_, R E -"'3.,__14-'-"5_.2~- W J LL I AME. BENNETT PASADE~.A,i, 1213)/(818) 792-31096 SANTA /\NA 1714\ 979-1761 PALM SPP11\1GS (619) 320-4220 Is £ RELoc.t=1,e:: MA/JliDLE. c. {;:2,(,µ!, I~ STORM DRAIN ~ GJ8 (J) sm.eM 0£11/,1 /IL1Gt1AIEAIT.f'Ev15». Pueuc wORR~:_::R~S,TJ~,17 .FROM BAYSIDE DRIVE o A.i,._ & ADD "'"'" ~;-r~i... CA~1r--1& DATE-::..,....-...:;r;;u/=--~ TO 400' E/0 BAYSIDE DRIVE l- t ~'-ii--r=-------------1--r.;;,.;;;;;;.;;--r,:;;;;.;.---:--t---------------.-------l"' f------,=-:-:-----,-.----==---.----==----r----------1 0£S1GN~ DRAWN ( DESIGNEOBY R. K. CHEC1<EDBY~W~-=B~. --SCALE FILE NO DATE BY D£SCRIPTION APf"D. ' CITY OF NEWPORT BEACH R-557.9-S JO 6/88 AS SHOWN /1:Pt,,3. 00! CHECKED DATE • o-------( DRAWNBY • • DATE REVISIONS H.H. 7/88 PUBLIC WORKS DEPARTMENT R.E'V. SHEE¢0f,.64" C5DOC.. CONTRACT NO. 5-54-1 Sl-4T 3 OF • J • ... I SCALE=; !"~20 1 -____ R-:1/-:W:r._:~!:..---- ---- __ PA-==C:...:.,.I F....!..:I C~C~O~A~S T HIGH WAY ffi PLAN 40l,Hl-l49A STA 9s.,.44 ( AHeRoN T-L.oa: _) 7YP. " BAYSIDE & ~Ml-f .. C" (71?."ro) • • !; of G, £ SEE 61-lEET~ 3 FOR DETAILS -- 21" VCP 2.50 INV. PLAN ,...,, 0itJ 8~ ,...., I"\ ' \... ~~ ~ IJ) r, '--' ' (j ~~ (IJ >..; l{i ~ ; '\)-.... cJ \'.l (\J <j '---+ 1 -t, 'll-"1 O< '.:., '-' > co. ~~ O:::r < -j. ~ .... -;;.: <. < ~ -- QI--: 0 C) ::r. ~~~ (j) -~ • IP ~~ i:::~ (\) ~~ <fl ~ \/) \JJ I ~ 1n· I ~ ( <() ' (IJ --\') ~ }--: "s: ti) ' I\) l ~ I\J If\ Q " ~ (I) ~ \JJ \)\ ~ f-; " () C) \/) ~ 1.11 rf\ --" \\J EXIST E LEC T.--+---1-.. & 'ID~ r, Q_ ~ (j ii:: c-4 ' \.\l ' -'.)~ ' '<I-f(\ ' +1 ll.) '--' ,J "' l\j ('() . ~~ { .It\ ~~ ~ ::r 0 ~ ~~ ~ ~ IS) ~ • ,--EXISTING cCEVATION { PIPE. 5U~FACE OVE,<:; • I £ t..41 B\ I I '.-1--+----H--+=''"-sc-----------"--f---1H~----:,k"'------------::;;,F------i-- l I 4 0 S -0. f:.t='/YIOVe' Pt.UG FRDIVl EXISTING, STUB. i-i-J • ~ If/I &,',,1.,1' .£ PROFILE (Vc/<T: 1"~ 4') (Ho1:.1c: t"= zo') £ S£e CONTRACT tt-.5_34-2 FOi? M~e I/YrO/i!.MATI0/1.- 3" MIN. f REDYOOD BLOCKS___,.., OR METAL RAlLS METAL SKIDS SET SO INVERT OF SEYAGE CARRIER PIPE IS TD GRADE.· SEE •GENERAL PROVISIONS l STD. SPECS.• NOTES, \ I ..- T -0- o. GROUT PLUG ITYP) FILL VITH LEAN GROUT CARRIER PIPE MECH. JOINTS ---CASING.PlfE_ OVERALL BELL DlMENSlONS 2 .. MIN. CLEAR GROUT PLUG DETAIL GROUT PLUG CTYP.l CASING PIPE AS BUILT 1. ALL STEEL CA61NG PIPE FIELD JOINTS SHALL BE \JELDED FULL ClRCUNFERENCE. 2. ~~~i~~~~y OF CASING TO BE PRES~UR~ 3. CARRIER PIPE SHALL BE AIR TE5TED PRJOR TO FlLL!NG CASING l.'ITH GROUT. COUNTY SANITATION DISTRICTS OF ORANGE COUNTY. CALIFDR."UA STANDARD DETAILS FOP. HIGHUAY OP. RAILROAD TUNNEL CROSSINGS [V ·f-P. ' ----------------------------------- 4. UPSTREAM AND OD\JNSTREAM ELEVA TlONS • TO BE VERIFJED PRIOR TO FlLLING CASING. REDUCED · SCALE FLAR BELL·ONLY CSOOC. COl'JTRACT NO. 5-34-1 SHT.40F<o ..- I "'1" C"J I LC' C 2 1 1 • 4-- 2- 0--- -z- • • • DIETERICH POST REO~OER NO 113-013 MANHOLE 11 C11 7211 { /!1'1E.RON T-LOCK)£ I " 9 . ' ' <7 • MANHOLE 11 C11 ELEVATION PLAN MANHOLE 11 B11 lQ r · MANHOLE 11 B11 COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 . 0 IMPROVEMENTS TO BAYSIDE DRIVE TRUNK SEWER, PHASE I, INTERSECTION OF PACIFIC COAST HIGHWAY AND BAYSIDE DRIVE. .-..-----------,-----r-1 CONTRACT NO. 5 -34 -I . R£.LLJL'/11"£ M Alh'tJi.tE C /i:), O(SCRIPTION REVISI NS O!.TI: 3-8'3 OESIONEO APP VE O DATE OflAWN -- \ I \ ----- 2-Z FT. ¼,'1 VCP JOif'JTS ffi -4 --z -o 5~-.. ,~ I -------=1 ' ,-~ ; '\ , ASL Consulting Engineers // I ,/ .? L~ . t--{. -"' L /,4.. --;:-..-?f:< RE 31452 WILLIAM E. BENNETT CHECKED BY F<.. F. DATE ~19/89 SCALE P.VC. LINER ,.,-;:Z" OPEIJ ""/ LINER. IN PL...ACE z•x G" REDWOOD ---I C · - . ; : . . :::1 z·i-GATE I • • " .• ~ . • • . I ,. ,. i-11--:ff?;~::;;f:--;;-~tlr ~ I I ,,_ _7 ' I b 0 .. . . • 1-:ti:;z::===::::':<::il~ . :.::1/f~_;:::::::::::=--=--=--=--~1-1+-- I I :j P> F=- I I L ___ _ /;,,.,•: • ,.,_ . . .. I I --1 0 7- • . ' • 0 • ~ • A ~ " ~ • • SECTION "AA" • • • . . • ~ ' .• ... ... .. • • . .. l GENERAL NOTES : I. SEE STANDARD S-25 FOR DETAILS NOT SHOWN. • LEGEND [IlJ SHELF WALL OF MANHOLE , •. AS BUILT {REDUCED SCALE) C L ( PASADENA. c213i/r8181 792-3096 SANTA ANA 17141979-1761 PALM SPRINGS (6191320-4220 """I"' , T A m APPROVED ;.,u '-'· • ~ F:ELDcArE MANHL>Le c i:n PACIFIC COAST HfGHWAY ~ z/1:,)~ A-1?. £ APP &<,," .,;1"£c£:1.-GASlNb BAYSIDE SfeRM BRAIN. TRUNK SEWER < l/1(,,~J CS AS $lJl<..T ~I::, PUBLIC wo'\f.i.rfriRECTOR ~>NHOLE F FIEIM BAYSl!)! ... l)!illVcE DETAILS ( ........ ~----~------------+---IDAT _____ -_-~~~~~~.... TO 1 CO' i.'O 8.'.¥81Di D~\'E t " FILE NO. APP'D. DESIGNED DRAWN ( CHECKED DATE (l!!sL~F w~!~~~!~r~:!cH SHE£% OF,~ C DATE BY DESCRIPTION REVISIONS -----__ ,_ ~ ---,.... _,.. - -- - • • • • • . . • l-----~VA~~~,~&~""':7----1r7 ~ 9' MIN. :::: ,:;,~/}& Ch'A/N L/IVK i<?A/.L/N4, P£fi' CAt 7"/?AN-5 -::,r,e:,. t°tAN /5/1-7 • Cl. ?,'3' ?.C.C. ?/OE-WA{.f.. I" I~ ~ -~ ":;,:,:.,~IV p,.At-1 . ,...,p;:==~· _.-7:J-,..1-.::..,.. r-7--:-'°""-'7-:--i-:,:f"";_r ~it_ 11_ "1; r--T MAX. II e •• t •. 2,o' /.C?O' 7YPE A2·/J CURB f 61/TTER GRAVITY WALL DETAIL (NO SCALE) VAR/ef, SECTION A-A CNO SCALE) 3.0' 1,331 ·::... --\i ~- ' ' ·==------:__- SECTION 8-B (NO ·scALEl R/W I f1-----=13"...., <,:_;"'=·!._' --t-,,ri--~-"-:·~-.:~"-"'-,..._,,,,, __ I ~ ri==,.=?.. ===rnn GRAVITY WA/./. --I PEI? t?ETAIL JIEt<EOIY . ' SECTION C-C (NO SCALE) HO vsr vllut.r ,, e..rreut) o DESCRIPTJOll REVIS! NS ?,C.C. 6/PEWAL/C. . 1-'. 1.-. -~ -.. r- R f::::./B&AR!Nc; L @ 3,'3'31 121° 31' '?81' 7,0C,' Z¾ CONST. GRAVITY WALL PeR OETAIL HeReON ~ _,. 11. I " • I , _II· :I • u t I .. ~ (' CI-IAIN LINK r.t:NCE ,PEI\' GRAVITY WALL .DE'T,4/L $.., I@ ~ r I PRO!:' I SIGNAL. c'QV/1:' ~ ,~ . ,. 11,".. " • . u • L -PLANT ,STRIP I,;. i . . -,-,,--, TY, I '.-I I • --·1 PE AE-{j C/G ,s, ,\ L ... ~~-,, -------------: •• 0 : ! ... :J L EXTEND ?.C.C. S/W , L > . SECTION D-D N.T.S. 0 Dllf. Counti Route 12 ORG OOI WALL LEGEND 0 G~AVITY WALL MASONA~Y WALL Poot MIIH Tota I ProJ~ct 17.4/18.1 lfl!:TAIN!NG WALL {TYPE 6B) • ( REDUCED SCALE} Sheet Total No. Sherts I I 64 ASL Consulting Engineers P,'1S/1.;J~·,,._ (818) 792-3096 $.11.Nlt .. AUA (714) 979-.1761 APPROVED e}Q)(.L I ---l---t-------------1 -7 PUBLIC WORKS DIRECTOR,_ I-R.E. NO IR BcJ= ROADWAY PLAN // #(._L_!&~...ad A.E 314!'32 PAI i\1 Srf"liNGS (619) 320-4220 WILLIAM E. BENNETT -DESIGNED BY -J. T CHECKED BY R K. r-'-:'. LE FILE NO. AS SHOWN 606.25 . DRAWN B~~ E. C. 6 188 PATE .. ' l-,--t--h-----------:-----:-~~,JP,, .~~] OAT ,8, 'Z4, ~,; %::, BB /llJJLJSr V.4L/Lr I EXreAI.D LJ J,J DATE BY DESCRIPTION REVISIONS DESIGNED APP'O. CHECKED fi.H. DRAWN DATE 7 88 CSDOC BUS TURNOUT W/0 BAYSIDE DR. STA.I54+61.5 TO STA.157+33.53 • Cl'ty OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CONTRACT A/0 5-34--/ R-557.9-.5 SHEET _),toF~ S-HrG O.FG ,... I "q er: I tr: C z I- C <( cc t- 2 C .c