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HomeMy WebLinkAboutR_5623_SES77MA7E OF QUANT777ES /7EM QUANT/TY UN/T STREET IMPROVEMENTS 1 CONST. A.C. OVER A.B. W/PRIMECOAT (LIMIT PER PLAN) 12,012 2 ~10 L. F. CONST. CONC. CURB AND GUTTER (TYPE A-2) PER o.c.E.M.A, STD. --+----, -4 5 6 7 8 9 10 11 12 13 14 15 16 PLAN 104 -0 -OC. COHS'f, eRess SU'i'Cfl3R PER a.e.E.U.A. S'l'B. Ff:.o\lf l89 -I- CONST. LOCAL DEPRESSION PER O,C,E,M,A, STD, PLAN1308(MOO/r/EO) 2 CONST, CONC. SIDEWALK (4" THICK) PER O.C.E.M,A, STD, PLAN ltOS """ CONST. SIDEWALK ACCESS RAMP PER STAT!! TITU NO 24 (sff OETA!l ON SNT NO. '1) CONST. CONC. WALKWAY ( 6 1 WIDE) .ir THICK s SAW-CUT AND REMOVE EXIST. CONC. WALKWAY AND PATCH TO JOIN 85 CONST. VARIABLE THICKNESS A.C, CAP (0,15' THICK MIN,) SAWCUT EXIST, A.C. PAVEMENT (LIMIT PER PLAN), 0,5' WIDE MIN. REMOVE EXIST. A,C. PAVEMENT (LIMIT PER PLAN) 8,.800 REMOVE AND REPLACE EXIST. 3, 5' HIGH CHAIN LINK FENCE 4t>8 REMOVE EXIST, LANDSCAPE DIRT AND REPLACE l.5. COLD PLANE EXIST. PAVEMENT O, 15 ' THICK AND 4, 0' WIDE MIN, 4,200 (LIMT PER PLAN). REMOVE EXIST, TREE OR SHRUBS 17 ADJUST TO GRADE EXIST. CONC, M,H. OR UTILITY BOX G 17 REMOVE EXIST. CATCH BASIN AND LOCAL DEDDESST~., 2 18 REMOVE EXIST. CONC. CROSS GUTTER (8 1 WIDE} J,4-40 ~.p, I .<'A. 5.F. J..F. $.F. J.,.F. s.,.. /...F. 4. F. E.A. SA. EA. EA. 19 SAWCUT AND REMOVE EXIST, CONC, CURB AND GUTTER 8GO l.P. 20 REMOVE EXIST. SIDEWALK ACCESS RAMP WISIDEWALK ("oo !U) I S.P. 21 PROTECT EXIST. UTILITY OR STRUCTURE IN PLACE L.9. ~.O. •---+----------------~=~~~==~--==-==-=--====c-:c,:---r-------,----1 2 2 REMOVE, SALVAGE AND RELOCATE EXIST. STREET LIGHT ~1.i::~ff-1'/j',:-'-1N, I EA· 23 REMOVE, SALVAGE AND RELOCATE EXIST, SPRINKLER CONTROL BOX I EA. 24 25 26 27 28 29 30 31 REMOVE, SALVAGE AND RELOCATE EXIST. 12"0, 3 'H. STEEL VENT PIP/'! PEA .SH.iEfS 4-~ 5 / Q. - REMOVE EXIST. CONC. RETAINING WALL 3'H.+ LIMIT PER PLAN REMOVE, SALVAGE AND RELOCATE EXIST. SPRINKER HEADS JOIN A.C. P,4VEM£N7 TO 7HE SATl9FACTIQN OF IN9PEC701i'. REMOVE, SALVAGE AND RELOCATE 8:XIST. TRAFFIC WARNING SIGN 7,11HJ''-' REMOVE EXIST, PED. X-ING SIGN REMOVE EXIST. EDISON VAULT W/WALL AND RELOCATE :~.W-::~;,~::.~~, ~;AN REMOVE, SALVAGE AND RELOCATE EXIST, TRAFFIC SIGNAL PULL BOX PER .SHEET _41 5 / t; 3 EA. 21) l.F. t.S. l.S. l,06 G I EA. I EA. 2 EA. I EA. .<'A. 32 REMOVE, SALVAGE AND RELOCATE EXIST, TRAFFICE SIGNAL W/STREET ~-..::C:'---1-'"'---.:....--------,----...,.--------------------;-------,---- LIGHT PEit $HEE TS 4, 5 / <l. I 33 REMOVE, SALVAGE AND RELOCATE EXIST. STREET LIGHT BO"IJ:f.!#.~~:".~1/_";.,'°;~N I EA. 34 REMOVE, SALVAGE AND RELOCATE E:'KIST. TRAFFIC SIGNALPas111ETS4,S f G. I EA. 35 REMOVE, SALVAGE AND RELOCATE ~XIST. l' X 2' EDISON CONTROL I EA. BOX /'ER ~Or. t:./iOIS'7A/ P~AA/1 DW6. ff(), U&·D·5E· 77tt.•/ 36 BEMOVE, SALVAGE AND RELOCATE EXIST. IRRIGATION CONTROL BOX I £A. STORM DRAIN IMPROVEMENTS 40 SAWCUT AND REMOVE EXIST. 18" R.C,P.(1,.,;TALL 6~.0K ~ MORTAR PLU6) /i\ Iv ~ ,t,.F. 41 CONST. 1811 R.C.P. I?.$ :b ,t..F. 42 CONST. CATCH BASIN (Ir=S', H-,'!•!':,) TYPE II PER O.C,E.M.A. I EA. GIENERAL NOTE.5 STREET&_ S7VRMORAMI .IAIPROVEAIENT.S I ~HIS NOTE HEREIN INCORPORATES BY REFERENCE, THOSE GENERAL NOTES NUMBERED I THROUGH 16 INCLUSIVE, OF 0.C.E.M.A. STANDARD PLANI801., 198G EDITION. CALL 834-3488 PRIOR TO STARTING CONSTRUCTION WORK 2. ALL STREET STATIONING REFERS TO CENTERLINE OF STREET. 3. ALL HIGHWAY SIGNS AND STREET NAME SIGNS SHOWN ON THE PLAN MUST BE SUPPLIED AND INSTALLED BY THE CONTRACTOR PER ORANGE COUNlY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN NOS. 407,408 AND 409. 4. ALL GRADE BREAKS IN R.C.P. STORM DRAINS SHALL BE CONSTRUCTED USING EITHER BEVELED PIPE OR A CONCRETE COLLAR AT CONTRACTOR'S OPTION, UNLESS OTHERWISE NOTED. S. SPECIAL COVER PIPE SHALL HAVE A MINIMUM. OF 1·1/T CLEAR COVER FROM THE INSIDE Of THE PIPE TO THE REINFORCING STEEL. 6. ON ARTERIAL HIGHWAYS THE HINGE POINT FOR ALL EXCAVATION OR EMBANKMENT SHALL BE A MINIMUM OF TWO FEET OUTSIDE RIGHT-OF-WAY. 7. ALL CONCRETE CURB AND GUTTER FLOW LINES WITH LESS THAN 1% GRADE SHALL BE WATER TESTED PRIOR TO FINAL FINISHING JD INSURE PROPER ORAINAGE WITHOUT UNACCEPTABLE HIGH OR LOW SPOTS 8. ALL UTILllY TRENCH BACKFILL AND COMPACTION INSPECTION OUTSIDE THE LIMITS OF DEDICATED STREET RIGHI-OF-WAY SHALL BE PERFORMED SY O.C.E.M.A. REGULATION. 9. ALL C~NCRETE SIDEWALKS OR CURBS SHALL BE SAW·CUT TD THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CON· TROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE ORANGE COUNTY STANDARD STREET ANO HIGHWAY PLANS ANO STANDARO SPECIFICATIONS. 10 DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT. SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES ANO TO THE SATISFACTION OF COUNTYS INSPECTOR. THE ADJACENT SIRE EIS SHALL BE KEPT CLEAN OF DEBRIS. WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON ADJACENT STREETS AfFECTED BY HIS CDNSTRUC!IDN. METHOD OF STREET CLEANING SHALL BE BY DRY SWEEPING OF ALL PAVED AREAS. 11. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS. ALL STREET STRIPING AND STENCILING WITHIN THE PERIMETER Of THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW' CONDITION, IN A MANNER MEETING THE APPROVAL Of THE DIRECTOR, 0.C.E.M.A. PUBLIC.WORKS. ALL STRIPING AND STENCILING SHALL HAVE TWO COA!S OF PAINT. 12 ALL NEW STRIPING AND STENCILING SHALL HAVE TWO (2) COAIS OF PAINT. THE SECOND COAT SHALL BE APPLIED SEVEN (7) DAYS AFTER THE INITIAL COAT. STENCIL CONTROL INFORMATION SHALL BE .. 3M STAMARK" SYMBOL/LEGEND DR APPROVED EQUAL. 13 SURVEY MONUMENTS SHALL BE lYPE ''A" PER D.C.E.M.A STD PLAN ND •DS 14. PRIOR TO THE PLACEMENT OF STORM DRAIN IMPROVEMENTS 1ME DEV! LOPER'S SOIL ENGINEER SHALL CERTIFY IN WRITING TD THE O.C.E.M.A INSPECTOR THAI THE STORM DRAIN SUBGRA"! ;s Of ADEQUATE STRENGTH TO SUPPORT THE STRUCTURE AND ANY ANTICIPATED LOADS. IS RC.P. SHALL CONFORM TO APPLICABLE A.S.TM. STANDARDS 16. ALL MATERIAL TESTING SHALL BE PROVIDED BY THE J/?VJNE COMPANY IN ACCORDANCE WITH THE NUMSE~ LOCATION AND FRE □UENCY RE □UESTED BYD C.E.M.A. INS'! ·:.a 17. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND Olt-'i', · •NS AND SHALL REPORT ALL DISCREPENCIES TO THE ENGINEER PRIOR JO THE COMMENCEMENT OF WORK. 18. O.C.E.M.A STANDARD PLANS SHALL TAKE PRECEDENCE :,! h ANY CONFLICTS EXCEPT FOR S1"l0ARD PLANS AFFECTING UTILllY COMPANIES IF THEIR STANDARDS ARE MORE STRINGE1'' 19. ANY UTILITIES UNDER PAVED AREAS SHALL HAVE A ~INIMUM OF 30 .. COVER, ANO DFIHDPER SHALL FURNISH PRIVATE LABORATORY COMPACTION CERTIFICATION FOR ALL UNDERGROUND UTILITIES PRIOR TO ANY P,\VING O.C.E.M,A. GENEJPAL NOTES t. Thill not.a horcin lncorporJt.1>11 by roforoncc, thooa gonaral noto" nuiob~r<>d l throuqh 17 or ocuv, st"n<l"r<l Pllln 1001, 1?S6 adltior.. 2. 'rh<1 dev,:,lopcr/contr.,ctor !:h'1ll hawJ., copy of tha ci..rrcnt. C.Ct..~,\ St11nd~rd Pl;"\n<1 on tho con:.tructlon aito at 6.ll tl1:1oa. l, ':'ho dovalopor <1hlll l tolcphono tli,\/r'ubl le Worlc:1/Com1truct~ot1 tt SH-HS& at le.,:,t 2• ho",;" p,;lo,; to :st11,;tlng con,t,;uctlon wo,;:: ,ubjnct to DIA/Public Wo,;lc'!I inspoctlon. ~ • :~~t:!'~:i~:;:;:70::~;;o:t~~!:;~; tbfft t?:!0~:~a r~A~:,Jffc n:;o;::;;vo pen:nt whkh ah,Hl bo ;"\\laltabln on thn job at all th•os wo,;k i,s bn1nq .,cco1:1pllshad In tho public ru1ht o! w11y. '}, All concr<1to eu,;b 11nd 9uttor flo•.rllno, wltll loco tl'lim l\ grade 11h11ll be v11te,; tooted prlo,; to Un.11 tlni,:;hinq to ln:1uro propor dr11ln11,g11 •,1tthout un11ccopt11bl<1 high or lo-., r.pots. 6. 1111 utility trench backClll and co1:1r,11ction inapoctlon out:;ldo tho L1nitn ('If dedicated Gtrcct rlqht-ot-\lay r.haH be pci:-ton,od by OCEf".A Regulation. 7, All d11,a49cd concroto 11id<1..,alk:r; or curba nhall bo :111..,·cut to tho noaro1ot trAnavor .. o 11coi:-o •"-'t'k oi:--,djustllblo control joint or 11calc1lood plane joint .,n,:1 rcplllccd 1h confori:ianco vlth tho appllc11blo provi111ons oC OCLM.A Standard,... i'l,ms. B. Oavotopor flh<l ll 1:111intll in Adj4c1111t &trllot.a In a n114t, ele1111, d11i:t froo 11"d 11,11nit.u:y condition ,it 1111 tl,:,c:s 111nd t.o t.h<i aat.l11rnction o! county•• ln11poctor. Tho adjllc<int !ltreotu &hall b<t kept eloan of dobi:-1n, wlth du11t <'Ind other nul.11.-.nco boln'J controlled at all tii:1<111. OOY<ilopo,:-11.haU bo r<t::<pon:11blo for any clean up on ad:)ncont 11troats 11f!tictod by thl• conotructlon, nothod of ntroot cloanif\1 shall bo hy dry 11w11op!nq of .all p,wnd 11ru'°'. llo 11tockplllng ot b11lldl.n9 i:i;itorlal:i within tho County rlght-ot-w.ay 11ithout tho p<"ri:ii:;:ilon of Co11nty'11 ln:ipoctor. 9. P'i:-lor t.o fln.,,l acceptanco o! •ti:-.,.,t 1rnp,;ove111<0nt11, 1111 ntroot p11vo,ncnt. :.trlpinq and "tuncilinq -..,jthin tho perh1otor o! tho con11t,;uctien proJoct ...,ill bo re11torod to a '"like nc..,~ condition. In ., n.,nnor r.,.l!l!tln9 th<i approval or the 01r(!ctor of Public Work". All 5tr1pinq .\nd ,;tcnci.linq .'lh.,11 Uo .,ccordinq to Stand4rd Plan /lo. UOt. Noto n. to. Tr11rric :.h,ill be !'11\lnl:.,Hnod o1t ,ill t.l.,o:. and at-all b<i protoctod w1t1> dd(!qu,,te barr1c,\dr,,., luJhtn, :iiqns and W4rnlnq dcvlcon 1111 po,; th!! currant. St.1tc or C11ll.!orn111 •. o,...p11rt01Cnt o! T,;11nspoi:-t4tJon, Jo1an1111l of Tratclc Controla .,nd to the d1,;ection1 of tho County'" lnapecte,;. 11. OCl:/o!l'. st .. nd,ud Pl.u•s 5h..,l l tM::<! prccadonca over 4ny contl lets except tor St,,n'111rd Pl,1ns o!fcc~1nq utility co1:1p11n1os. if their ,.,,t.,ndard:1 an1 -re 11trlnqont. 1,2. hny utllitia, under p11vcd ,,r.,,u or private !ltt"O(!tS &h4ll have a 1:1lnii,u,... o! 10"' cov ... r .,n.:i clovelop<'r :,h,ill provide priv:1t,: lllbor,..tory cor.,i:i11ct1on ccrt1!1•;AtL0n !or .,11 undorqro1.md util1tio:1 prior to any P<l'-"lnq. Dovoloper "h11ll sot up ,\ r:,ooting "ith tho lr,spector and the pr1,v,itc labordtoi:-;· prior to 11ny testing. 11. No conc(!ntrlltod !!o•.-s ,,cro!l!I •lt.;,h11lt p,wo:,cnt ,.,ithout Coun~y 1n!lpect<1r '!I approv,11. ,:r. "'"'"' ,,YOAll< IN COUA/7">" "11/IN .W"14r 46 TD $Ar_,:,,..,,,.,,;or/ON OF (0tJM'1"l"' INIPSOro..a . SAP 0/EGO BQ,.5' NTS. STD. PLAlll302 43 CONST. CATCH BASIN (Ir=lO', H-.4,~.) TYPE II PER O.C.E.M.A. I STD. PLAN /~02 EA. S7REET TYP/CAL SEC770N - CAMPUS DR/VE 'AS BUILT ' In -+--i?A-, In -I-__, In --~ 47 /.IOO!h' Q"/57' CA71::IIBASIN TIJE/.IA Jl/NCTlON ST/f/JCT"Uli'c n7"E' l,K£</OvE0U.OCAL tJl:/'Re;s/at /1\ ~ £A. WATER IMPROVEMENTS -6-8-eousrr, 1211 A,8.P, llMBR lfltIU et 200 ea ~ -----6¼-IUSTl1LL 12n lE IS" S=EaB8'ii' U/'f'HRUS'f' DOOCiE FER e.e.E.?LA. 9'1'B. --,. ...........,.. Pl.d'dl C<J6 8 SS. 8U'l1 E:1CIS4', 12" , .. e.P. HA'i'BR fhltIN A."13 a=enr -e--- --~----------------------__JL---___ _,_ __ 7 NO. OA7E REV/S✓ONS JOHN WAYNE AIRPOR7 MANAGE~ if a (J?_,j_,,JQ._ JO.MN WAYNE AIR.PORr EN61Nee/< C/TY OF NEWPORT BEACH RJI!/ APPR'OVAl. IN <XWCEPT ONGY ' . ' I '-._.I.. r I 1 ) l .._ . PRIVATE ENGINEER'S NOTICE TO CONTRACTOR The existence end location of any underground utilities or structures shown on th&Se plans are obtained by a search of aYallable records. To the best of our knowledge there are no existing utllltles except those shown on this plan. The Contractor Is required to take all precautionary measures to pro- tect the ullllties shown, and any other llnes or struciures not shown on these plans, and Is responsible for the protection of, and any damage to these lines or structures. Construction contractor agrees that in eccor'dance with generally accepted conatruction prnctices. construction contruclor will be required to au.ume sole imd complete responsibility for job site conditions during the course or construction of the project. including safety of all persons Cdifomia Cou1Cil and property: that this requirement shall be made to apply conlinuously and not be limited to NOTICE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN- SIONS ANO SHALL REPORT ALL OISCREPANCIES TO THE ENGINEER PRIOR TO THE COM- MENCEMENT OF WORK. APP. normal working hours, and construction contnictor further agteea to defend, indemnify and hold ofClvflEngl~ desi-j:n professional harmless from nny and oll lfobllity, real or alleged, in connection with the &LandSu,uqou performance or work on this proJcct, excepting liability arising from the sole negligence-of design professional. //II THE NORTHWEsr PART OP THE /NTEHSECTION OP CAMPVS OR.ANJ'OOVEST. G.:S" N0R7He"AST0F,WE~ l/NG PROLONSATIONOP'TNE' SWEET 7lJ ?WE $0u'li'l'..:$4ST. 33. S FT. NOH71VIVE5T Or 17-IE ceiV7Z:R.£✓NE OFTJYE OR/VJ!!. SETIN THE' TOP OP THE M:1RTH~S7a:K"NGHOFA 4FT X «5FT. G'ONGWETE C4n'N.a.4Sl'N.,L.iVEL IV/TH THE n,p Or CVRB. PREPARED FOR,.• 7HE: /RV/NE: COMPANY 550 NEIVPONTCENTEN O.R/VE NEW.PONT BEACH, CAL/F. 92.660 QC.E.M.A.ENCROACHMENT PERMIT ReQUIRED ENCNVACHML=NT FER'MIT NO. B7-0Z2!JI-RC E"MA APPROYE.O~ANSOONOTREl.lEVEWNJiPACroR/ OeVE'L~ FROAf RES~.Bl'Lln"' TO 087'AIN PC/8£/C RE"OPERTY PERA.fl'T WH..cll SHALL BE AVAILABLE' ON IHE ./OB Ar ALL 77ME"S WORK IS BE"l'/Vl!J ACCOMPLI.SHeO /Al PU,BL.IC RIG#T OF WAY ill l/19/BB MOOtrY' EX/Sr CArcH SAS/NS TOJ.5. -✓ ~e; KEUJCAlc c.e. ~,i RCV. H.C.P. ~ C.8. "'' ,d 2; ttEV.NOTE 1"40;APO Nore •47; oeLETE NOT£ •44,45~46 IS7G lilEV BA6'S OF BEA-MGS 7He" BEAR/NG 111. <10°::s9'11Ne: ,f="QH THe CENTERL/N.E' OF CAMPt/S ORIV..E P..EH TRACT AO 5109 M.M.1901/.11-.!$,;RECORS OF THE COGINTY OF ORA.Vo£. PREPARED IN THE OFFICE OF ADAMS/STREETER CIVIL ENGINEERS, !NC. IS COli'POli'AT£ l"A.f!K IRVINE, CALIFORNIA 92714 ~ 71S" 1 , J.-4.74 -2330 0~ ---r . ..., µ,;;083 ,e,l/!12/1/r.1 HANOA,£ l srNEETER R.C.E I N V/C/N/TY MAP N.7.S. I \ aTY OF /.1,:"V,NE 1 87-MC-04.30 • .··•:"',: ,,;t'";r;r. ";.,: : /~.(A':.<:<: .f'."TI/.".(.' (."{ l''t' ." P tJ.:VINH .,..(\.,,_7· /0.;;.'' .......-,· .... \I .; ........ .. .IMPROVE"MEIVT PLAN FO,t! C4MA:'./S DR/VE IWOEN/1116 FR~ S7'A. 50+BT. '90 TO S7'A. 60 + 03. 99 T/7ZE COVNTY OF ORANGE SHEET I OF6 ' ) ! ):i 0 ·~ ~~~ ..... z l\l GJ 'ti~ (,l z ,c 6\V\ s tD m :0 0 JJ ~ z GJ z C s (II !fl 0 JJ ~ ~ z GJ z r ,IJ4· • GG.8'!>1 O.T. l o.c. <,; Iii l % % % ~ lg t! .: ~i !:i'"' <:i~ -~ o::; ....,_ ~ ~ <S .... <S :!! '<I " ... "' ... ... " ~ ;~ 6\ "' I!\ "' ~~ ~~ 'l~ 'l ~ (;:~¼) (R-:::0.m%) R•-~20% 45 l,j IQ <:, ;:::--f ~ ~i ~~ <:, 6\"' <:, 6\ , .... ... ,_ 6\ ~ " ... "' 'I) .... 6\ .... 6\ " ... ,-,; 'It~ "~ "'~ ~~ ~~ 45 so SI "' CURVE DATA {::. R L r 4o•.35'3'1" /200 00' 975.BS' StfD.?2' 20•13'49• 1200.00· 423.70' 214.08' C 20•,z,'-,.7" 1200.00· 552. ./£I' 28/.0S' 0 ,a•::11'04" /ti,00.00' 37749" /85'.63' a:,•17'/s"' a:5.o::J' soaa' .31.12' 97•.ra,•1~"' ?)5.00' S.J.:a.t' 33 . .37' " 2.1•04,bo'" 124<POO' 458131 23/.148' 51.3'!)' 51.4~• o.c. Ii IQ .. IS l I ~ ~ SI <;I 6\ ~~ <) I!) ... " " "' !\I 'It '<\ 'It ~ ~ 6\ ..... .. " '<I 'It 51.5 o.c. S/.G5' o.c. ~eo· o.c. 52.77' o. C. 50.88' o.c. 12.12' 4/4 ~ " 1} ...._ '"' ~ ~ ~ <,; "' " Iii -3 'It I '--~ 1',i I <!l ' ~ .. <,; Iii 6\ ., .. ~ "i <,; <S ~ <S .,, 'II lij 'It 'It ~ 'It <o II) I;:) R=-0.!J/% R=-0,20% □ R=o,eo•. i~ ----<-./,A=~---0.~B~O~%~ ~ () ...... '<I :l! ... " '<I~ TOP Or N'L.Y CU.RB PROF//.£' <:,~ <:, -::::- "' "' '<I <s ... "' ... " ~~ ~~ (F.:o.2~ (R7:fM4%) (W.~%) (/?,-d.114%) (Ji:':0.20%) (e7:'aO~%) (li'::0.07%) (,!>,Q.12¾) E,Y/ST. {#-r/N/SH SUHFACE PHOrlL.E S2 611 C4MPUG DR/~ /.e&l:ND PROPI/.E $CAL68 HONIZ, 111 ~ 4-0' lleRr. r= 4' S4 CUNY~ ,IN/QI A= so•55',l.lfJ" L. = 20.0· @ 5.,. 0.007! ss fl .5TPK,+f PRA/A/ .I?: 21!.5'.t T = 10.12' " ~ -45 40- --45 ,eo. •••••••••••• REPRESENT LIMIT tJF COLO PLAN .EX A.C f'AP'T_@ c::s::s.s:sJ /i'l'PRESENT l/MJT OF YARtAB,£ A.t:. t:AI'.@ 'AS BUILT B)(J5T. IB"' K.C.P. MA<:,Al?rJlllff CONNSCrOR PHOFILE SC. II I HOH/2.1=20 VERT.' I":. 4' ffi //BR/FY ~l'J'CAT'IOIV ANO &EV47'/0N l'Jr GX/.ST/N6 FAC/P7149 PK/0.R TO t:ONSTKVC"FION ·'TE.· /<CF S'IA.t"-BE ae-PO.ED /NAci:;c;)R~ WITH Ot:EMA STD 819. ~ IMPROVEMENTS CONST. A.C. OVER ,\,li. N/PRIMf.COAT (LIMIT PER PI.AH) CONST. CONC. CtRB AND GUTI'E.t (TYPE A-2) PER o.c.E.H.A. STD. PL,\N 104 -()-0(,, . CONST. LOCi\L DEPRESSION PER o.;;:.E.M.A. STD, PLAN130B (MOOJFIEO, SAW-CUT ANO REMOVE EXIST. CONC. WALKWAY ANO PATClf TO JOIN CONST. VARIABLE THICKNESS A.C. CAP (0,l!li' THICK MIN.) -:;_o SAWCUT EXIST. /\.C. PAVEMENT (LIMIT PER PLIIN)' o.s• WIDE HIN. REMOVE EXIST. A.C. PAVEMENT (LIMIT PER PL.\N) REMOVE EXIST, LANDSCAPE DIRT AND REPLACE COLD PLANE EXIST. PJWEME?tT 0.1!5' TIIICK MID •LO' WIDE MIN. ( LIMT PER PLAN') , REMOVE EXIST. TREE OR SHRUBS ADJUST TO GRADE EXIST. M.H. OR UTILITY BOX REMOVE EXIST. CATCtl BASIN' AND LOCAL DEPRESS tON REMOVE ?::XIST. CONC, CROSS CUTI'ER (S' WIDE) 1,44-Q ~ ~ SAWCUT AND REMOVE EXIST. CONC, CURB AN'O GUTTF.R PROTECT EXIST. UTILITY OR STRUCTURE IN' PLACE REMOVF:, SALVACE AND RELOCATE EXIST. STREET LIGHT Pl;:',( S.'. eo1.tJOA/ ;~~~.;:_wi,.,~t,._~~-~~if4Rl~c-~TE EXIST. SPRINKLER CONTROL BOX REMOVE, SALVAGE AND RELOCATE EXIST. l2"C, ;•::. ,:;;;;:Er. ",'i::?lT PIPE PE/fl. !JC 'it>l.:SOAI Pl.AN, OIV<J.NO.V6•tJ•l6· '1'1'6-1 l REMOVE EXIST. CONC. RETAINING WALL 3 'H•± LIMIT PER ri.,Atl REMOVE, SALVAGE. AtlD RELOCATE EXIST, SPRINKER II.EADS Jt)IN AC. PAVE.UE/Jr ro THE' $A71.5PACVON OF /1,/.SPE.'"'TC'R -@ STORM onA rn 1MPRQ1l'£MF.t1T~ S,\WCUT AND REMO\'E EX I.iT. 18" R. C. P. ( IM~TAL.L ~Rlt:Kf MOKTAR PL.t!O) CON'ST, 18" R.C.P. COUST. CATCH BASIN' {L=5', II=.~-'":.) TYPE II PER o.c.E.H,,\. STD. PLAN 130.2 C()ll.$T. .RINCTf(JN S7/WGTUHE TrPE I NH Q-C l'.MA. STl>.19/0-f-6-.,I,.~- -@--REMOV6E.7t.A.Q. MV,•rr (4fMfT-6HQ-IIW}. 9£CII..!, tM W ..:wo .... & @ MOO/Fr' eN:iT. CATCNBA6IH n, EMA .IUNCTION 5n;:UQ"llKE T"YPe F_,HENOve .!!XIS!; l.OCAL DEPH865J'OII, PLAN AND PROF/LE OF M-/'.PROVEMENT5 FOR CAMPUS DR/VE FROM 5TA. 50+Bl.90 TO STA. 56 +00. 00 MARK DATE OESCRIPTIQN PREMRED UNDER COVNTY Or ORA~E ---.::=~ SHEET 1---.1....-,=-!:===:::----,suPERVISION OF .. -REVISIONS DATE 2 DESIGNED __ £. f3:___________ SCALE DATE OWG. NO. ~F OAA~!i L. 8. CHECKEo_O.~ AS SHOWN 4/ee/Bl' 6 Plall'~8¢ .IN ,SC, ·42/ LJ I Ill o ~ 'i"'~ "i~~ I\) I\\ GJ !I\) z ,,~ 6\ vi [ll m :IJ ,. " " , I 0 ~ 0 :IJ i ~ ~ z 0 GJ z z C ~ I s: [ll ~ m :IJ ~ ~ s 0 ~ IJ f ~ z GJ • I z C . I <" 155. 7t;' 5/.~2· 5/. fJii!' 5/.!JI!' 51.92' o.c. o.c. o.c. o.c. o.c. IQ IQ IQ Iii ~ ~ <IS I I I ~ <;) ~ ~ I <;) ~ ~ to ~ i~ ~ "' ...... .... ~ 1-I) " • ~* co Iii .... to II)~ Cl\ • '<\ ~ "'~ 45 45 6S 61 S8 69 '\_-ex.,,-A-T-LOT~ ! .,,,~c,uMAr4 "''"'°" COUA/TY OF ORANGE. ~ !I.ts•~-CHA-,t.,INK 64-"~-;I------,., new Are. ==== CAMPUS DRIVE e' o.c M0OIF7EO ~OCA~A. ~!:~~=~~O~ DETAIL Q) N. 7:5. DETAIL o.c. ,a 4f4 ___ .,..,,....>----- (R••().23'¼) C~/¥ f(!;:;,,-t _,,,, Oi"A-W ..d ~ ¢2 N"~ B:i!.S' L • 1..i;.s' r= 8. 6' I ,. • .L'.K ~-,.,-4r ~k. G<,~ c.--..__, @ ® © @ -4S PHOF✓/..E Bt:Al.66 HQli'I.Z. 1"•40' VGRr. I"• .;. I fol C'VRVE DA7A l!, R L T 46•35'$16" IZOO.oo' 975.85' 516.72' ;u;•21'47" 120000· 552.t:J' ZBI. 05' ;v•o40o" 1246.00' 458.13' 231. Ge' v•32•s2· 3500' 49. 711 25221 40- . /e::J: LP, 1/YH.c.e-20000 J/£KIFY Ut:ATION AN.D ilUYAT/011/ 0/: &X/BT'/NG .l"'ACl~if/ee, Plr/OK n:, C'ONSTHUCT/ON' N01E:RCP SHALL Be BEDDED /N AccoeOAM:8' WITHQC.E.M.A, S~P~Nl.519, I-IROF//.6 HIJR/Z,✓., CAI.ES ,lio' .... 121? 2 ''"" 15 VERT. l"a 4' CONSTRUC770N NOTES STREET IHPBOYEMENIS CONST, A.C. OVER ,\,D. W/I'RIMECOAT (LIMIT PER PLAN} CONST. CONC, CURD ANO GU'fTER ('l"{I'E ,\-;q PER O.C, E.M.A, STD, PLAN 104·17 <1& CONST. LOCAL DEPRESSION ,?ER o.c.E.M.A, STD, PLt\Nl)08/MoON',IMT.-flt.lUt.o·,,. CONST. CONC. SIDEWALK (4" THICK) PER (J.C. E,h'l,A. STD. PIJ\N 1205, CONST. SIDEWALK ACCESS R,\MP PER STATE Tlf'l.£ NO 24 (.S££l>l:TAll H£A'E,,N) CONST, COUC. WALKWAY (6' WIDE) 3"rNICK, CONST, VAR~ADLE THICKNESS ,\,C, C,\P (0.1"' TIIICK MIN.J /6.. SAWCUT EXIST, J\.n. PAVEMENT (LIMIT PER pL,\NJ, o.5' WIDE HIN. REMOVE EXIST. A.C. PAVEMENT {LIMIT PER PLAN) REMOVE MID REPLACe EXIST. J, 5' IIICill CIIAitl um,: FEtlCE R.E:MOVE EXIST, LANDSCAPE DIRT AIID REPLACE COLD Pl.J\NE EXIST. PAVEMEtlT 0.15' THICK MID ,LO' WlDE MIii. f LIMT PER Pl.All) • REMOVE EXIST, TREE OR SHRUBS ADJUST TO CR.\DE EXIST. ,.,, ,., ?R vrn.,rY BO.I{ REMOVE EXIST. CATCH n;i..srn )I.ND LOCAL DEPRESSION SARCUT ANO REMOVE EXIST. CONC. CURD AND GUTTER REMOVE EXIST, SIDEWALi( ACCESS RAMP W/SIOEWALK (,oos,) PROTECT EXIST, UTILITY OR STRUCTURE IU PLACE REMOVE, SALVAGE A11D RELOCATE EXIST. 12"0, l'II. STEF.L VE!lT PIPE PER. $ C EOISCll Pl.:'IN, ow&. N(), uo-D • .:1£-11~ -I REMOVE, SALVAGE AND RELOCATE EXIST. SPRINKER !!EADS JOIN A C. PAVEMENT l"tJ rNE ~AV4,rAC7/0N OF /NSP£CTQ!?. REMOVE EXIST, PED, X-INC SIGN REMOVE EXIST. EDISON VAULT W/WAl,L .UID RELOC,\TE PER !IC .e;o,scuv ~t,f/11 OWO-WO vo-o-:JG•'1''T6•I. ffi REMOVE, SALVAGE AND RELOCATE EXIST. TRAFFIC SIGNAL l''!I( Sli7:S .f.,$f~. REMOVE, SALVAGE AND RELOCATE EXIST. l' X 2' EDISON CONTROL BOX PER. $, C EDISON PJ.AU, l>HIQ NO. U&·D·S~•1fl,·I. REMOVE, SALVAGE AND RELOCATP. EXIST, IRRIGATION CONTROL BOX STORM' PEA.IN IM:PBOVEM&NIS SAWCUT AND REMOVE EXIST, 18" R.C.P. (IM';t'fAL.L tlt<ltK.j:N)~RPt..Uo;) CONST. 18" R.C.P. CONST. CATCH DA51N {l,:,10', H=.l:-45-11 T'iPE II PER O.C.E.M.A. STD. PLAN /302 ..,'OIN GJ(1Sr ✓VAl&TION sr,,,evcru.eF-. MiJv,Fl"t:~r"'""· T) £NA J.5. Tl"'Fe r. ~EMDVC e.x,sr. t,J:;A .. "Gf-'l(l:5:;;nN. WATER UiPROV&MENTS eenaT, l:2 1 ... 2 P. I /zTER lf.l'dll ~I, S9Q lllST11bb l:Z I l! 1!5" BbB811 H/'PIIR0Slft Elbee!I PER e.e.E.11.1,. 9TB. PLl1U ::J"a IJ _,., -e-eU'f B!IHIT. li!" .e.F. \1c'f'ER 11.,111 1.118 :3'8:EII 'AS BUILT , REMOVE, SALVAGE AND RELOCATE EXIST. TRAf'!"IC StGtlt\L PU'.L BOX Pli'R. $NEG. rs 4, $ j <G Re;iofOVE', SALVAGE AND RELOC,\TE EX i5T. TRAFFlCE S !GNAL W/STREET LIGHT PE~ .5HeGrs 4, s / G REMOVE, SALVAGE AND RELOCATE EXIST. STREET LIGHT DOX P~" 4 C EDl!ICJ..I PLAN, OW&, /.lo VQ•() -s~ -'TT~·/ * NOTE• EXISTING /2"WATE,e J.OCATION Pl:te OFF'/. lOC'ATOR FROM THE CITY OF NEWPORT BEIIC/1. CONTl2ACTO£ SHAl.i. CONFIRM UJCATIOH AND NOTll"Y li'N6/NEEI!! P/210/e OF BEGIN/NG OF ANY CONST/eUCTION . NOrE NQ. 9 . ./ 5•• No•• 8 V.?o •r, r•rno "/,:,,:Jtrd ,., c,.,,u ol cu,~ ltlllf". u •"•" bt 9'"""'d '" 1 f>n"~I'~""' r•rlnn ,.,,,,, :: "'1'""''' •f'f'"1•""•1fly 11.;''c,c Su9,oa"'"'1 d,,,.t c;,o,:w,, ,~011I.J bt ,,,g,,,J pu, /ti 1ac1011 ... JI-irr,tJtl 10 d,,,,, b/,,.,f .:,tdtll"'"' ,,,,., •rr,.,r>rt•tt ,,a.,,..,,1 8.33X:ir- ( ,::;:: ~~: :.:::·~:::·~ .... , ~.. t: ·j . t·ff\~8.~ GROOVING LIE TAIL P.£.AN AND PHOFl.£.E OF /,u<"A'OVEMENT.5' FOR CAMPUS OH/VI.: -SH No119 $1 t FROM 57)1. 56-,.00.00 TO STA. 60.,..03.99 ',,. ... ,~ ,,J.-,J ·-------;,. ,-.'~:~~:--.-..-• ·--f; ---~:- Sc<:t:on A-A ,;,, ~·=·~• n· --1•'),:•~•; r,o•1•,)n o' •• ~:i •• ~ •• ,. c··.,·~i ,n ~•n1n ')I (.,<t, COVNTY OF ORANGE t-M-.-•• +o-.-,..,,+--0..,E~S~C.~,"P"n"occN--tPR:::[:::PA=RE:::O:-::UN:::D:::Ec;;R:------ J--~--,,.'cc=cccc-c:,-----7 SUPERVISION OF REVISIONS DATE DWG. NO. MODIFIED ACCESS RAMP DETAIL G DESIGNED _,f__ 8 _______ SCALE DATE DAAWli L.. 8 CHECKEC_D.:..C..._ AS SHOWN 4/22/87 SHEET 0 OP 6 J.N86-42I • l ~ ' ~ ' ~~ LJ J ~ s 2 ~ 8 i ~ I ~ a : 0 I z GJ z C s CD m :0 0 :0 ~ z GJ z C 7 CONDUCTOR TABL.E CIRCUIT 01 -3 02 3 3 03 -- 04 -3 05 3 3 06 -- 07 3 3 # 08 -- 02 PED 2 2 14 04 PED -2 06 PED -- 08 PED 2 2 02 PPB I I 04 PPB -I 06 PPB -- 08 PPB I I I.S.N,S. I I PPB COMMON I I SPARES 3 3 lOTAL 20 29 01 DETECTOR -- 02 " -3 03 " I I -- 3 3 3 -- 3 - - 2 2 - - I I I I 3 23 I -- 3 3 6 6 6 3 3 3 2 4 2 4 I 2 I 2 2 2 6 61 I 3 I MULTISONICS 911-8 8 PHASE SYSTEM CONTROLLER WITH 04 " - DL.C 05 " --- I -2 I 28-LOOP DETECTOR CHANNELS AND COORDINATION TELEMETRY IN A TYPE "P" CABINET.\ (I 112"/ 1-J2PR#i9CABLE) INTERCONNECT TO BIRCti ST. 4#18 06 " --4 4 07 ' ---2 08 ' 2 2 -2 TOTAL CABLES 3 7 5 16 # LUMINAIRE 2 2 2 - 10 SIGNAL ·COMMON I I I 2 TOTAL . 3 3 3 2 1#6 !SERVICE I -I 2 2 1s:t11NTERcoNNECT CAsL.£1 I I I 11 I I 2 ! CONDUIT SIZE j2112'~E)j 3" \El@ltzI(N)j2-3'I(E)j I. AS BUILT PER PLAN DATED 9-2~81. 2. REPLACE CONDUCTORS IN RUN {n FOR CAMPUS DR. WIDENING. 1-02 2-02 NOTES 246' TO BCR [D MODIFY SIGNAL TO ACCOMMODATE CAMPUS DR. WIDENING ON NORTH CORNER. .,. "' "' ~ ALL WORK AND MATE.RIAL SHALL CONFORM TO THE STATE STANDARD PLANS AND SPECIFICATIONS DATED JULY 1984 AND THE SPECIAL PROVISIONS FOR THIS PROJECT. EXISTING SIGNAL CONSTRUCTED UNDER JANUARY 1981 STATE STANDARDS AND SPECIFICATIONS. ~ NEW PULLBOXES SHALL BE NO. 5 UNLESS NOTED OTHERWISE. ~ CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. rnJ INSTALL 6'X 6' LOOPS WITH 10' SPACING UNLESS SHOWN OTHERWISE. POSITION LOOPS IN CENTER OF LANE. [§) REMOVE CONDUCTORS FROM ABANDONED CONDUIT -REMCNE. UNUSED PULLBOXE.S FROM NCRTH CORNER WIDENING. 11] POLE RELOCATIONS SHALL USE EXISTING VEHICLE AND PEDESTRIAN HEADS. REPLACE MOUNTINGS WHERE SHOWN FOR REPOSITIONED MAST-ARM HEADS. 'AS BUILT , OAT£ APPROVED: CITY OF IRVINE WESTON PRINGLE AND ASSOCIATES DATE .?Ml EAST CHAPMAN Aw. Sf./lTE II(;, Fl.1£t.ERTON, CA. (l'll/) Bi'I-2SJI --~,ELOCATED SERVICE FEED POLE ['iO· 15489l0E RUN 2' C / 3#4 TO RELOCATED TYPE ]I[ SERVICE PEDESTAL j No. TYPE POLE STANDARD LUMINAIRE I.S.N.S. l'lEIGHT SIG.MA. LUM.MA. HPSV LEGEND SCHEDULE SIGNAL. MOUNTING PED PUSH BTN REMARKS VEHICLE PED PHASE QUAD MAS MAS Sf'.1-T 0 19-4-70 30' 30' (N) 12' (R) 250W(Rl MacArthur SV-I-T 6(R) SE RELOC/ITE POLE/NEW M.A. (Rl (N) (N) (R) (Rl POLE 8 E/D BCR. SV-1-T (N) AT rt H1 19-4-70 POLE REMOVE ® 1-A(R) 10' ------TV-I SP-1-T (R) (Rl @ SPECIAL 30' 55' 15' 250W Campus MAS MAS SV-3-TE SP-2-T LT 2 © 26-4-70 30' 45' 15' 250W MacArthur MAS MAS SV-1-T SP-I-T LT ® I-A 10' -- - ---TV-I-T SP-I-T © SPECIAL 30' 50' 15' 250W Campus MAS MAS SV-1-T SP-1-T LT (] PPB 3'-10' -- - --- - - POST ® 1-A 10' - - - ---TV-I SP-1-T I. ALL EQUIPMENT IS EXISTING EXCEPT WHERE SHOWN: (N) = NEW, (R) = RELOCATE EXISTING ELOCATE REAR MAT HEAD 2. ¥ BICYCLE PUSH BUTTON/SIGN TO POLE/SV-I-T (N) MTG. AT 17' ABOVE WALK. 3. ALL VEHICLE HEADS ARE 12-INCH --nELOCATEO TYPE IIL SERVICE. PEDESTAL 2"c/ ?,#6 TO CONTROLLER; 2,1110, 2#12 TO POLE(!) B 6\Rl * !! RI ss\v"' RELOC!\TE POLE COMPLETE POLE B S/D BCR B * SW* -2-SE 2 NW ___g_:t,_ l:!Yi..:1t. 4 NE -- 4 NE ¥ NE* SE - FOUNDATION 1 • I-A ~POLE~ a EQUIPMENT~ • COMPLETE • • • 4'x J:2' CATTRACl<-6 ~E "5ffT. (,, • \ \ \-03 Id :l 0 I- -0 11: \ 12· ~ RELOCATED CROSSWALK SEE STAI PING PLAN --- MACARTHl/~ -260' TO BCR ~ -l['jS'l'.~L 6X50 TYPE 'C' LOOP ~ "' - BlVt? --. - - ~ - --- ---:_.....,:::..__~~=-~ii~~i:~---_J ~"C/l-12PR,#!19 ----11 ~ ,, CABLE TO DOUGLAS) ----i r--•---- -- / PHASE-FUNCTION-SE UENCE DIAGRAM VEHICULAR a PEDESTRIAN r _) MOVEMEN1S PER FUNCTION I _ --.----~ -\ ,' -+-____ ...., NE.MA PHASE DE.SIG NATI ON 01 05 02 06 03 FUNCTION TYPE. s s DP DP s COORDINATED FUNCTION * * * * -':Ire * DETERMINED BY MASTER COMPUTER DURING COORDINATED OPERATION 2"C/I-DLC I, e. INTERCO/IINECT I +6 \_ 07 s * CABLE) SEQUENCE WITH CALLS ON ALL PHASES 1 l i t 04 05 DP ~ 14' APPROVED FOR CONCEPT & ADHERENCE TO CITY STANDARDS & REQUIREMENTS ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS & ACCURACY. APPROVED f ~ \\ • I TRAFFIC ENGINEER R.E.NO~-- TRAFFIC SIGNAL MODIFICATION CAMPUS DR. a MACARTHUR BLVD. "c/l-¥6R ~ I9CA MARTIN) DA.TE OAT BY DESCRIPTION APP'D. DESIGNED DRAWN REVISIONS CHECKED DATE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 4 OF 6 ~ ~ □ i 0 , ~ ~ ~ 2 ' i Ill ~ 1\)0 ~, ~ l\j iii I> ~z "'h I C 6\ V) ~ ~ D :0 ~ z G) z C $ OJ S3 D ~ :0 ~ z G) z C I l I( ,/ \ I _l C/8 .. 'f C/8 v C/6 C/6 Ct'LJ(l<f.J ~ \ cm (l'Z-it+.c-• -+.,. !70' C/.C. ?JV'?!)'? ,p,:/ r~hf'k'G ~ow C/10 ~M/ --- /ff'6,/13/6.6 #Ole/?-==- CZ70V W"eff- /IJ'o.c. "" • ~ll«WO/ -~ L c~Z6 I. APPROVED: CITY OF IRVINE \ APPROVED° COUNTY OF ORANGE \ --«•-.. --------- Le 4L:NO MARTIN \ I I I I \ - ~ CaVGTRVCT/ON Al'?c,4 6/6/41' ,M,'O SVPPOA'T 0 Tt.lbUL,4~ Po<?TA6Le OeL//VcATOR. I rl2Rv[bl.e bARR/C,,40e. ➔ /"'t.A-Gh'l,,</6 ,4~LJW .S/6A/-/.N'O/C4Te6 0.4<?EC770N - ,( h'/6h' Lt'VeL 11UR#/A/6 O,eV/C.c W/Th' 6/6...V 4G 5,1/0i¼V. O LAlf'GE CON'c t"e8') Oet.NeATOR EXPIRES 6-30-B9 OR 200' - GEZIERAL NOTES 90' I I I 1, ALL WORKS SHALL 8£ DONE IN ACCORDANCE WITH TliE WORK AREA TRAFFIC CONTROL HAkDBOOK 1985 EDITION. 2, ALL ADVANCE WARNING S[GN INSTALLATIONS SHALL BE EQUIPPED MITH FLAGS FOR DAYTIME CLOSURES. 3. FLASHtNG ARROW SIGHS SKALL BE TYPE Jt. AS SPECIFIED IH 'SECTION 7-7 OF THE WATCH MANUAL. 1985 EDJTIOH, 4. ALL SIGNS SHALL BE RtFLECTORtzED AND STANDARD SIZE, C/8 •I 5. ALL TUBULAR DELJHEATORS $KALL BE za• MUUMUIII PORTABLE. REFLECTORUED RUBBER GUIDE POSTS. ORANG[ JH COLOR, N[TH WEIGHTED BASES OR SANDBAG RINGS AND SHALL BE KEPT IH THUR PROPER POSITlOK AT ALL TlH£S, AHD SHALL BE REPAIRED, REPLACED, OR CLEAPIED AS NECESSARY TO PR.ESERVE THElR APPEARANCE AND CONTIMUITY, 6, TYPE I AND II BARRICADES SHALL SE USED TO PROVIDE ADDlTtONAL EMPKASIS IN AREAS WHERE WOKERS ARE PRESOO. 1, WHERE LIGKTS ARE USED TO DELtNEATE THE TRAV£LEO VAY mROUGH AND AROUND THE VORX AREA. THEY SHALL BE TYPE •c• • STEADY SURH LAMPS, 8. FLASHERS SHALL NOT BE USED TO CHANNELJZE, SEPARATE DR DELINEATI THE PATH TKAT TRAFFIC IS TO FLOW, 9. THE CONTRACTOR SHALL MAINTAIN, ON A 24-HOUR BASIS. Al.L SIGNS, OtLINEATORS, BARRICADES, ETC. TO lltSURE PROPERTY FLOW AND SAFETY OF TP.AFFIC. 10. THE CONTRACTOR $KALL HAVE ALL SIGNS, DEUNEATORS. BARRICADES, ETC., PROPERLY lHSTALLED PRIOR TO COMMEHCUCG CONSTRUCTION ANO SHALL NOT ATTEKPT TO SlllTCH TO A SU8SEQIJ£NT PHASE DURING WORICJNG HOURS. 11. CONSTRUCTIOII OPERATIONS SHALL BE CONDUCTED 1H SUCH A ~NER AS TO CAUSE AS LITTLE INCON~lUENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS, 12. TlfE PROVISIONS OF THIS PLAN SHALL APPLY UNTIL COHPLETION OF ALL PKASES OF THIS WORK, Jl. WHERE IIORK IS BEING PERFORMED AT SIGNALIZED INTERSECTIONS OR DETECTION . AREAS ARE DAKAGED. THE SIGkAL. SHALL BE PLACED ON VEHICLE RECALL BY TIIE ENGINEER. 14, AT SIGNALIZED INTERSECTION TWO SIGKAL HEADS SHALL BE VISIBLE TO APPROACHING TRAFFIC AT All TIMES. IS. PEDESTRIAN CROSSING SIGNALS $KALL BE KEPT COVERED UNTIL SUCH TIHE THAT A SAFE PATH THROUGH THE CONSTRUCTION AREA CAN BE PROYIOED AND HAIHTI' tNEO. INSTALL R96/R968 SIGNS ON TRAFFIC SIGNAL POLES FACING OPPOSITE CORNER i\PPR~CH. l<P. WEEK@< WM,,_ 1-IOUR" A~ 1!£"tWEI!~ qp,t AJJO = OIJLY. A'T QTUE10 TIME-6 (E!(CEPr WEEt(= )-rv,tl t.ANE-5 -5HALL P->I\ .1<cPT OPl:/J °';1 CMIPU<l> DR. I 7. c;,:WTT!,ACTOF'. 'TO f'FIOVl':19 4-: I !?Aafll,I, AW/.1,;; W/1711-/-!II-¼ A~. 'AS BUILT , PREPARED BY: _,,,.~_,.~..,., ... ;/,.,_.'=;:, P/.·"",#.__/-;,j"-/_·~~-----=8-'=='-:1."='Y~-&~V'. n--1---+----------t--1 ==~=R=E=-ou_1R_'i_o_ OESltiN £Ntil~ } RC€ 16928 OAT£ CONSTRUCTION AREA TRAFFIC CONTROL DATE DATE WESTON PRINGLE AND ASSOCIATES .?Ml £AST CH4PMAN .0£ SVIT£' 110, R/1.1..E'HTQN, CA. tn4J on-29'1 DATE BY DESCRIPTION REVISIONS APP'O. DESIGNED CHECKE-D --+-DA~TE ___ _, DRAWN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 5 OF 6 j ~ i\:iil , I~ ~z lit I\\GJ I\ 11\lz 'h I~ ~ V\CD rn J:J 0 J:J ~ z GJ z C s [D 93 O t J:J ~ ~ z GJ z C < ~~-/ / EXPIRES 6-30-89 <P, \'\ .. ..,._ \i " <t 't, Pflf/¥JIIED BY' lfitfiir:1:~:CF: 16828 WESTON PRINGLE AND ASSOCIATES 26't EAST CHAPMAN AVE. SUITE 110 FuUERTON, CA. /1141 811-2931 --c::j ~ ...J co l!i REMOVE STRIPING FROM NEW X'WALK AREA cl' NOTES: (D INSTALL PA\NTEDSlRIP\NG, PAINTED PAVEMENT MARKINGS, AND RAISED PAVEMENT"MARKERS PER STATE Of CALIFORNIA STANDARD SPECIFICATIONS AND PLANS DATED JULY 1984. @ PAINT 4" DOUBLE YELLOW/ 3"BLACK CENTER PER DETAIL 22. @ ffi\NT TWO-WAY LEFT TURN LANE PER DETAIL 32. @ PAINT 4" WHITE LANE LINE WITH so' SOLID END SECTIONS PER DETAIL 9. @ PAINT 8" WHITE BARRIER LINE PER DETAIL 38. @ INSTALL WHITE DIRECTIONAL ARROWS WHERE SHOWN. (j) PAINT 12" WHITE CROSSWALKS OR LIMIT LINE WHERE SHOWN. @ SANDBLAST REMOVE CONFLICTING STRIPING BETWEEN STA. 50+81.90 AND MACARTHUR BLVD. A/JD /16 ~Wt-l. @ PAINT CAT TRACKS AT IO'± O.C. R>I': L.ffT 17..IR>-J. (,t:'.X/'2."). R• 100'~ @ NO'Tl! OeLf.TeD. @ PAINT 4"t:XXJe>Lf YE/.UJW /?f'f!JLACK CE/J11:R ~ OETA-IL zq, DRIVE ffl d' -= i EXISTING STRIPING TO REMAIN J 'AS BUILT , APPROVED FOR CONCEPT 6 ADHERENCE TO CITY STANDARDS 6 REQUIREMENTS ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS 6 ACCURACY. APPROVED STRIPING TRAFFIC ENGINEER R.E. NO. MACARTHUR BLVD. f-11 DA DATE BY DESCRIPTION APP'D. DESIGNED ORAWN CITY OF NEWPORT BEACH REVISIONS CIIW<ED OATE PUBLIC WORKS DEPARTMENT PLAN CAMPUS DR. SMEET 6 OF 6 'JJh/l,, ~"Y I I. r t • • ; •;u ' / ,. . ~ 0 Il ~ z G) z C ~ (Cl ~ 0 Il ~ z G) z C t \\,