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HomeMy WebLinkAboutR_5866_S1. 2. 3. 4. GENERAL NOTES: CONSTRUCTION ALL WORK SHA.LL CONFORM TO THE MOST CURRENT EDITION OF THE STANDARD SPEC!FICA flONS IOF PIJ8LIC WOP KS CONSTRUCT:ON. CITY Of IRVINE SIANDARIJ DRAWINGS, CITY Of IRV!NE STNHJARD SPECIFICATIONS, ,HE UNIFORM BUILDING CODE. THE CALrnANS STANDARD SPECIFICATIONS, THE WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.CH. MANUAL). ADA, TITLE 24 REQUIREMENTS. THE CONTRACTOR SHALL TELEPHONE THE CITY OF IRVIN[ INSPEC- T!ON (949) 724-6500 AND THE CITY OF IRV!NE TRAfflC OPERA .. TIONS (949) !24·7649, AT LUST TWO WDRKlr!G DAYS (48 HOURS) PRIOR TO STARTING CONSTRUCTIO,'I. ALL UNDERGROUND F ACIUTIE.S SHALL BE INSTALL.ED PRfO~ TO SURF.ACING Of STREETS. THE INSTAll.i'TION or Ai 1. UN9ERGROUND FACILITIES CHOSS!NG EXiSTiMG A.RTERIAL STRlETS l~EQUiRES BORING OR JACKli~G, CNLESS OTHERWiSE PRE .. .J\PPROVED BY THE C,lY ENGIN[ER. ANY EX!Sf!NG ?AVEMrnT DISTURBED 8'! l HE COr!STRUCT!ON Of UNDERGROUND INSTA.LLATIONS SHALL BE COVERED BY A PE!<MIT ISSUED BY THE C!TY OF IRVINE. FOR -rHE C,t\MPUS BOULEV,~RD P.AVEtv~ENT [)RIVE =ro J,A~IBOREE IP NO.~ 35:4--190 5410 {027) ROAD) BEGIN CONSTRUCT!ON STA, 10+98± N OF IT SHALL BE THE CONTRACTOR'S RESPONS!BIUTY TO ARRANGE FOi, AND COORD'NATE THE REI.OCMION 01 P.NY EXISTING UTILITIES DEEMED NECESSAf<Y BY i!--l[ PROPOSED IMPROVEMFNT. EXCAVA.T!Ol'-l BFFORE TELEPHONE CA.I L THl FOLLO'vVI NG 6. ' I I , WHENEVER IT BECOMES NECESSAPY iO !UNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL. SUPPORf THOS[ lMPROVEMENTS !N A MANNER ,>;PPROVED RY THE C!TY ENGINEER. OR THE CONTRACTOR SHALL SAWCU1, REMOVE /\NJ R[PLACE THOSE lliPfWVEMENl S IN ACCORDANCE WITH THE CITY Of IRVINE srMmA~!D DRAWINGS. lT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE NEW S[W[R L,U[RALS COi✓STRUCTED AND TO STAMP TH[ CURB wrn1 AN ABOVE THE NEW LATERAL. lrWIViDUAc SEWE1' AND WAIE!i SEPVIC[S SHAU .. NOT BE LOCATED UNDER A DRIVFWAY. "s" I R. I 9. :T SHALL BE THE CONlRACToR·s RESPONS181LITY TO LOCATE .AND STAMP THE CURB Q:',i EACH SIDE OF THE STREET WITH Ti-IE APPROPRiAT[ LETT[R "E" FOR EDISON, "t' FOR 'fELE(JHONE UC., WHER!:Vt:R UNDERGROUND F/\CIUTiES CROSS A STRE:l::.T. PRIOR TO PLACING OF UNDERGROUND UTiUTIES, THE LOCATION OF 1\LL UNDERGROUND F/\C!UTi[S (ELECTRlC/\L, TELEPHONE, Ct.BLE TV, G/i.S, ETC.) SHALL BE A.ODED 10 IMPROVEMENT PLANS. ff SHALL BE THE CONTRACTOR'S RESPONSIBllilY TO VER!FY THE LOCt,nm~ OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLiNG OR OTHER MEP.NS). CON iRAClORS SHI.LL NOTlFY U~JDERGROUNO SEfNICE AL[RT (U.S.A.) (800) 422-4133 AT LEA.ST TWO WORKING DAYS PRIOR TO A.NY EXCAVAT!ON TO LOCATf E'XISTH,JG UTlUT!ES. 1 1. ALL CONCRE1 E WORK AS SHOWN ON PL.ANS ( CURB & GUTTt.R. MANHOLES. SIDEWALK, ETC.) SHALL BE EXTRA STRENGTH CCl,CRETE WITH 7 SACK TYPE II C[MENT OR 6 SACK TYPE V CU.ffNT, Ur,iLESS DEEMED UHNE"CESSARY RY SULPHA'I E COMTLNT TESTS AS APPRO\'E.D. BY THE C!TY OF iRViNE. FLY ASH ADDITIVES AND/Of~ SU!:L~TlTUTES SHALL NOT BL PE!~MlTTED. 12. CONTRACTOR SHALL OBJA.IN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO ANY LXCAVl1l!ONS. 13. A!~ROW BOAflDS SH.~LL BE USED ON ANY LANE CLOSURES ON ART[RIAL STREETS. 14. SLURRY BACKF!LL SW\LL BE REQU!REO WHEN TUNNEUNG Ut✓D[R CURB AND GUHEH. s:...URRY 81\CKFfLL IS REQUIRED AROUND ALL MANHOLE CONSTRUCT!ON W!THlN PAVED STREEfS. 1 ~, THE FOLLOWiNG S!GN SHALi. BE POSTED AT ALL STREET INTE.R:.::ECTIONS AND TRACT ENTR.~flCES. MAlNTENMJCE OF 1H!S STR£'.::T A~W R!CHT·-OF--WAY IS TH[ DEVE!.JWE.RS RESPCN~:ilB!UTY. DEVELOPrn ·-·-······-·-· -----·-··-··-·-·-__ .. PHONE THE SJGN SHALL HAVE :5" HIGH (MINIMUM) L[TffR!NG AND MUS1 BE iNSfALLED PRIOP ro ANY OCCUPANCY, DEVELOPERS SHALL Rf.MDV[ SIGNS AT THE TIME OF CITY ACCEPTANCE OF STRcET IMPROVEMENTS. ! 6. STREET CONSTRUCT!ON AND IMPROVDAENTS S!iALL NOT BE OPE,IED FOR Pl.JBUC US[ UNTIL ACCEPTEL; BY THE C!TY. 1 / A.LL iMPROVEMlNTS .4ND TR.AFF!C S!GNAl. WORK WITHIN TH£ STAT[ RIGHT-- OF -W/d SHAI_L CONFORM TO CURRENT CALTRANS STAND1~.RD SP[Clrlct\TiONS, 18. CONTRACTOR SHI.LL VERIFY ALL EX!STl'IG CONDITIONS AND DirAENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOV✓N ON ?LA.NS, THE [NG!NEER SHALL BE NOTIFIED BEFORE PROCEED!NG WIHI WORK. 1 'J, iT SHALL BE THE FffSPOMSlBiLITY Of ·rH[ CO~!TRACTOR TO /,SSURE -~HAf .&.LL PIPES WALLS, ETC. ARC A.DEQUAlTL..Y BRACED DURING CONSTRUCTiON 20. ALI WORK SH!,.LL CONFORM TO THE PLANS .oND SPFC!FIC,\TIONS !N ti.LL liESPlCTS AND SHALL BE SUBJE!;l TO ,/\PPROV,<\L BY ,HE CiTYS' cNG!NEER. 21. PURSUANT TG SECTIOei 877! or: Trff BUS!NESS AND PROFESSIONS CODE. EX\STir,Kj SUR1iEY MONUM[NTS SH/i.ll. BE NOTED AND DOCUMENTED BEFORE CONSTRUCTION. IF MOt~UMENTS _;\RE DiSTUR8ED DURING CONSTRUCTION, THE CONTRACTOR SHAi.L PAY LAND SUR% YOR or, fffGIST[RE[J ENGINEER TO RESU SUCH MOrW,1ENTS, UrlLESS OTHERWISE SPECIFIED CR DESIGNATED. 22. CONSTRUCl!ON ACTIVi:TfES MAY OCCUR BUWEE!1 7:00 A.M. AND 7:00 P.M. MONDAYS THROUGH FR!DAYS. AND 9:00 A.M. AflD 6·00 P.l.t ON SATURDAYS. NO CONSTRUCT!ON ACTIVITIES SHALL BE PER,JITTED OUTSIDE OF THESE HOURS OR ON SUNDAYS i\ND FEDERAL HOLIDAYS U~lLESS /\ TEtviPOR/1RY 'vVAIV[I~ tS GRANlED BY THE CHIEF BU!LD!NG OfTICIAL OR HIS OR HER >.IJTHORIZED REPRE5Hff4 Ti VE NO WOR(< MAY OCCUR ON AfHEr~lAL STREETS 8ErO~E 9:0G A,M. OF! CONTINU[ AFTER .3:00 P.M. UNLESS A TDAPORARY \IV/\IVER lS GRANTED BY THE CHIEF 8UILD!NG OffiCl,'!sL OR HIS OF HER AUTHOP!Z[D REPf1ESENTATIVE. 24. ff THE CONH~ACTOf( WrSHES TO HJGAGE iN c:RuSHiNC O!:)ERATIONS AT THE PRO.JECT S!TE HE OR SHE MUST PROV!Dt A WRlTTt1'i REQU[ST ;\ND OBTA!H UTILITY CITY OF IRV!NE CITY OF NEWPORT !3EACH IRVINE RANCH WAffR DISTRICT COUNTY SAr~!TATiON DISTRICT or ORANGE COUNTY P/l.C!FIC BELL SOUTHERN CALIFORNIA tDISON SOUTHERN CALIFORNIA G.AS CO. COX COMMUNICATIONS UNDERGROUND SERVICE .ALER! METROPOL!TAN F!BER SYSTEMS & MCI QWEST ORANGE COUNTY TRMJSPORT.AT!ON AUTHORITY (PRO.J[CT MANAGEMDH) (rnAfT!C CPU<A!10NS) (INSPECTOR) (PROJECT M/\t,U;,GEMENT) (1NSPECTOR) (CONSTRUCTION) (ENGIN[Ef<iNG) (OISTR!BUTIO'l) ("RI N-·u1SS'O''' • , -\ '.) i\'l ! I</ (DISTRIBUJION) (CONSTRUCTION) (SUPERINTENDE/\n) (STOPS AND lONfS) I* I NOTICE TO THE CON rRACTOR ucu~s;:: R[QUiKEMENTS -· THL PR!ME CONTRA.CTOR FOR lHIS PROJECT MUST Ht.Vt: A VALID Cl1~SS "A" CALlrORNi/\ CONTRACTOR''.~ LICE~~S[. ED rTRNP,NDtZ KU✓ LOUlL TERRY i(RfE RYl~.N THOMAS .Jt\NlT HEMDERSO~ MIKE K!ETZ DA\IF_ H.41. DW!t~ ROrWRT HOE:RN!NG PAUL H[WiTT GiU .. i3ATORY U~~ALJTHORIZED CH1-\~~GES CAUTION: THE ENG!NEER PREPARING THESE PL1~NS \0/1! .. .L NOT BE REs1·00NSiBLE FOR or, LIABLE FOR UNAU!HOf?IZED CHANGES re PLANS. AU_ CHANCES TO THESE" PLANS Mlh f' 8E /.\PPROVFD RY PREPARER OF THESE rLA.NS, AND THE CITY ENG!NECR PAVEMENT ENGINEER: LaBELLE •• IAARVIH 2700 S. GRAND AVE. SMH A ;,NA, CA 92705 PROJECT No. 25329, JUNE 1998 (REVISED) (714) 546--3468 THE THE CITY'S WRiTTEN APPR0\/,6,L. PRIOR TO AWARD OF THt COi\lSTRUCT!ON CONTRA.CT. 1·HF WRHH.N R[Qi_iESi MUST Si'.A.ll. THE. PROPCSED LOCATrON OF 1HE CRUSHER ', PUiiSUANT ~~~:~~i~BL;~IUC~'~;~:~~:~:~QUDH su,F LAW, NO t:XCAVArlm~ P[RMiT IS VAL:D UNLESS THE rnu_OWING A.RE PERFORcffD: ' I ! 6 C v 4 .) AND THE SOURCE OF RUBBLE TO BE CFWSHED. THE. CITY HAS THE OPT!ON TO PEr~Mlr OR FROlmm C[~USHING OP[Rt.TiONS FOR UNTRCATED GAS[ MATERIAL. lN THE IMMED!AT[ VICINITY or-THE PRO.JECT SITE. iF ALLO\V[D, THE CRUSHING OPER/,,T!ON MUST BF. !N COMPUANC[ WITH S[CTiON 200-7. or TH[ S":ANDARD SPECIFICATIONS F0i\ PU8L!C WORKS CONSTRUCTION. -.. ·-···----I I DIAL TOLL FREE 1-800-227 2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT or SOUTHERN CALIFORNlA . I I _ ........ L_ ...................... . ' DATE REVISlm,s 11, UNDERGROUMD S[RVICE ALEffl HAS PROVIDED INQUIRY i.D. // ll 2. THE UNDf"RSIGN[D AGRE[S TO CONTACT A~~D 08TAH·l MJ iNQUiRY LD. # FROM UNDEf~GROUND SERVICE ALE"RT (1-800-422-413:S) AT l.EAST TWO (2) WOR!\iNG Di:WS I PRiOR rn cm,Mt1,cEMcNT or EXC.A.VAT!OH. I SIGNED .. -···· ...... Di\TE A Subskjiary of Westrian (949) 7?4-7:)56 (!J49) 7211.-/ 645 724·~-6505 4.5,)--SGl 1 (949) (n .{J 634---3267 (300) 422--4 i 33 (949) 5,t,6-2/2-71 (7',4) 38c-9860 (805) ,--.. ,,, I .. ,/~ 1 i' fi ! , »Me,,N~~ ;••~v,r , ! ... --, --~ .. _ .J M.Tml _:!(\'Iy _ .. r .. I, .. ,.. : . '. PRO.JECT LOCATION .9.Pl",fOi!_ :;- ;Jf: l ,_;~/:oc>"i: i--~· ·--, !-... --, I CI .. f .. Y i I JW OF ! '.~: ,ilVlf.l )' CfNlHs ., . ; • I 4,1 -~ f ' -, I \. '.-iv •• '.'0y I . - . ·. '1\1 E .. Vv PO RT , LOCATi01 t~ i '" -• i 1 I DESCRIPTION TYP!CA1. StCTiONS1 CONSTRUC1iON t'iOTES, ANO DETAILS ~:EHABIUT/.1,TION PL/\MS TYP!CAL 1 F~tSi"!C CONTROL GUIOELiNES BEACH \ • ~. \_\ ,.,..,,, '-( APPROVED BY: IRVIME RANCH WATER DISTRICT WATER FACILITIES DATE CITY INDEX MAP ---·--"----··----------- THF: CONTRACTOR SHALL INSURE TH!~T /~CCESS TO AU. DR!V[WAYS IS MAINTAINED .U ALL TIMES. WORK IN FR0NT OF OR Wnl·J:N fW!VEWAYS SH.ALL ar CO~WUCTED !N A M/\~JN[R \NHERE A1 NO Tirv1[ ACCESS ro PRIVtHE PROPERTY !S DtNiEu. PORTIONS OF DR!VEWAY APPROACHES THAT t1RE NOT READY TO BE OPENED FOR TRAFF!C i,T Tlic END OF WORKDAY SHALL BE Pl ATED. BENCH OCS -3S -· 39 90 LLE.V: NAVD88 -47.028 i-l. (OJ>S. !995 ADJ) DESCRIBtD BY ocs i 990 ;'\T THE NORTH\NEST OUADRAN f m· THE / INTERSECTION OF MACARTHUR BOULEVARD .A.ND CAMPUS DRIV[, < 90 f I. WESTERLY Of' THE CENTERLINE OF MACARTHUR 80ULEVllfW. "'~ // / //7 43 tT ~ORTHFRl Y OF THE CENTERUNE (F CA.MPUS DR!VE, SFT AT ·-....._,~ THE SOUTHWEST cor:::NER OF 1~ 4 FT, BY 15 FT. CATCH BAS!r~. '"'s..·~, j BASIS I C)F BEARINGS: I THE CENTERLINE OF CAMPUS DRIVE 8ElNG N49 ·-· 19 ., 34W AS ShOWN ON :RP.CT rfo. 5902, BOOK 219, PAGES 28 & 29. I TITLE SHEET C.AMPUS DRIVE "-..,, FROM MACARTHUR BOULEVARD TO JAMBOREE CITY OF IRVINE PUBLIC 'vVORKS DEPARTMENT ROAD NR PROJECT NO. 81-10 C.i.P. NO. 354190 49426 -iV1C SHEET ·1 OF 9 ) 6'-" ~ ":S:, ~ ~ <:: ,::, i;l-r, :er, ? ,,:;; "\ ·;J· (~~- "" ~ ~ 0 i: • \ ±) i:, :is i ~ ;;- ff, ::0--~ :J-· "" ~ 6 N'LY CURB (IRVINE) VAR. 26' -38' (NEWPORT BEACH) 76' ri:_ AND CITY BOUNDARY VAR. 35'-47' --~---- 2 1 /2" ARHM OVERLAY i---. ------------···----····-·-···--· --- ! * PAVEMENT RECONSTRUCTION LOCA.TION .~ND WIDTH VARIES PER PLAN CAMPUS DRIVE S'LY CURB 2' w/o VON KARMAN AV, (22+,,o± TO 26+36±) A.ND W/0 JAMBOREE RD. (40+57± TO 46+29±) N.T.S. N'LY CURB (IRV:NE) (NEWPORT BEACH) S'LY CURB 76' 32' <j: AND CITY BOUNDARY • 44' ---,---- 2 1 /2" ASPHALT RUBBER HOT MIX OVERLAY .. . . I .,....., ' ----------1-----·-···--·-._,,,,,,,,, I CAMPUS DRIVE FROM VON KIIRMAN AV. TO JAMBOREE RD. (27+25± TO 46+50±) N.T.S. 7' ------!-~----i@ (IRVll"E) 76' TO 105' (NEWPORT BEACH) S'LY CURB ----·· ------------------------------------------------·--------------·-----------, ___ ,, ____ VA~ ... 3_?:_--50' _____ _j2 __ ANLJ__CIT_Y BOUNDARY __ VAR. 44'-55_'.. ___ -~i _ _ _ _;'l_~.2."_A_~PH_A_Lr_RU_BBER HO[ MIX _?V_t~LAY __ _ ___ _ I 7' r-·-····-··------. -!® ' :Ji~ PAVEMENT RECONSTRUCTION LOCA.TiON AND WIDTH VARIES PER PLAN (]) OR @ OR @ P8R PLAN CAMPUS DRIVE FR0~1 ~1ACARTHUR BLVD. TO VON KI\RMMJ AV. (10+98± TO 26+55±) N.T.S. ,,, L 2' NOTE: EXIST. C & DETAIL N.T.S. APPLIES:_ 1\DJACENT TO EXISTING GUTTERS & CROSS GUTTERS VARIABLE WIDTH PER PLAN /\T PROJECT ENDS ~~ 2 1/2'' ARHM \ OVERLs\ Y PER PLAN '\ r·---PROPOSED FINISHED 1 / SURFACE \ / ,---2" COLD MILL 2" - 2 i /2" COLD MILLI, \ ~, \ . ! __L-- 2 1 /2" COl_D ,vQ -i------.-/ 77.. ~ '>:"%-,, --------1' .r-;r'",/ / .~ _/ / MI LL 1 ·<, ~77/72 r / , ; 1. J ' P///0// / _ -· -'.>'./// ' ' L __ EXIST. SURFACE DETAIL "B" N.T.S. APP\,IES: _ 1. ADJACENT TO EXISTING PAVEMEN f Acm PERPENDICULAR ro TRAVEL LANES 2. FOR JOIN AT MACARTHUR BLVD., VON KARMAN AV. AND AT JAMBOREE RD. q;:_ .ST. WIDTH -.,,.,, -·•-' VARIES EX!ST. , ___ /· SIDEWALK I PCC CURB · / AND GUTTER SEE PLAN FOR LOC/1 TION DETAIL "C" ! . REMOVE ALL A.C. AND SLURRY SEAL RESIDUE FROM GUTTER LIP PRIOR TO PAViNG. TYPICAL COLD Mill DETAILS CURB AND GUTTER REPLACEMENT j SAWCUT EXIST. BOM~.NITE WALK DETAIL "D" N.T.S. LEGEND COcD MiLUNG REMOVE/RECOMSTRUCT FULL o,:PTH AC BASE COURSE NORRIS~ REP:JI(lE A Subsidiary of Westrian DRAWN BY: OM DES!GNED BY: PL , , \ ·, ' • ' ' \ \ \ \ \ \ \ \ \ \ ·-\i'L- DAIE 1 • 04/25/01 DATf 04/25i0I * LOCATE CURB CUT "RAMPS" WITHIN CROSS WALKS AND IN-LINE WITH APPROACHll,G RAHP AND AVOIDING EXISTING PUU. BOXES AND TRAFFIC SIGNALS. RAHP "A" AT SW ISLAND AT VON KARMAN WILL HAVE ;, FINISHED WIDTH OF 4 FT. J I f.lPPR(."✓ED ff( CITY ENGINEER (IRVINE) 0 0 0 0 ® © 0 0 ® l'io' @ 14 @ @ @ N.T.S. CONSTRUCTION NOTES PROTECT EXISTING IMPROVEMENT, (TYPE SHOWN ON PLAN) COLD MiLL EXISTING PAVEMENT SURFACE VARIABLE DEPTH 2·· TO 2 1/2" PER APPLiC/,BLE TYPICAL SECTIONS ON SHEET NO. 2, COLD M!LL EXISTING PAVEMENT SURFACE' 2·• DEEP PER TYPICAL SECTIONS ON SHEET NO. 2. COLD MILL [XISTH-.!G PAVEMEt~T SURFACE 2 1 /2" DEEP AS SHOWN ON PLA~~- COLD MILL EXISTlt,G PAVEMENT SURFACE HIN. TO MAX DEPTH AS SHOWN ON PLAN. CLEAl'l PAVDAENT CRACKS WIDER TH/1.N 1 / 4'• AND FILL WITH CRACK SEALANl PER SPECIFICATIONS. S.AWCUT ANO REMOVE EXISTING A.C./A.B. PAVEMENT AND REPLACE WITH 11 1/2'" FULL DEPTH A.C. BASE COURSE. SAWCUT Al,D REMOVE EXISTING AC/AB PAVEM"ll A~D REPLACE WITH 9 1/2" FULL DEPTH AC BASE COURSE. CONSTRUCT 2 1 /2°° THICK ASPHALT fWBBER HOT MIX (ARHM). (SE[ TYPICAL SECTION ON SHEET 2). REMOVE AND CONSTRUCT CONCRETE CURB RAMP PER APWA STD. P N 11 -2 (CASE A. TYPE S) REMOVE AND CONSTRUCT CONCRETE CURB RAMP PER TYPICAL DETAIL "D" ON SHEET NO. 2. ,,A.._. REMOVE EXISTING SIDEWALK TO THE NEAREST JOINT MJD RECONSTRUCT 4" PCC SIDEWALK PER CITY OF iRVIN[ STD. PLA.N NO. ?01. REMOVE AND REPLACE PCC CURB AND GUTTER PER DETAIL "C" SHOWN ON SHEET NO, 2 AND CITY OF IRV:NE STD. PLAN NO. 2.00, TYPE A--2, OR CITY Of. NEWPORT STD. PLAls STD-182-L, TYPE A. RE.MOVE. AND CONSTRUCT LONGITUDINAL GUTTER PER APWA STD. PLAN NO. 122--l, TRAFFIC SIGl,JAL MODIFICATIONS PER SHEET SHOWN ON PLAN. & ADJUST EXISTING SURVEY MONUMENT TO GRADE PER ORANGE COUNTY EMA STD. PLAN 1405. '--.,,,...,,~~..,_,,,_.,..._-,.,,,,_,,.,_As,,._.,,___,,,,,_.,..,__,...,,,.,_,._,.,., __ _,,..,,_..__,_,~~ .A.DJUST EXISTING STORM DRAINAGE l.1ANHOiE FRMAE /IND COVER TO GRADE. ADJUST [XIST!NG IRWD WATEf, VALVE COVER TO GRADE PER IRWD STD. NO. W ·7. CONSTRUCT VARIABLE: THICt<NESS ASPHALT CONCRETE LEVEL.ING COURSE. ADJUST EXISTiNC CSDOC Si:.WER MANHOLE FRAME AND COVER TO GRADE PER CSDOC STD. NO. S--055. EXISTING [DISON M.~NHOLE FRAME AllD COVER OR V/,.ULT COVER TO BE ADJUSTED TO GRADE BY EDISON. EXISTi~iG P.4CIFIC BELL MANHOLE COVER TO BE ADJUSTED TO GRADE BY PACB[LL. EXIST!NG METROPOLIIAI, f.lBER SYSTEMS MA~l1-!0LE COVER TO BE ADJUSTED TO GRADE BY MFS, CAMPUS DRIVE REHABILITATION FROM MACARTHUR BOULEVARD TO JA1\~BOREE ROAD NR PRDJECI NO. 81-10 C.I.P. NO. 354190 49426 -MC SHEET -~ s, "' J .: .., ··,r "':'S'- :S: ~ ~ !--"L (Il 0) 0 0 ® 6 5 4 3 2 NO. PROTECT EXISTING IMPROVEMENT, (TYPE. SHOWN ON PLAN) COLD Mill EXISTING PAVEMENT SURFACE VARIABLE DEPTH 2'' TO 2 1 /2" PFR APPLICABLE TYPICAL SECTIONS ON SHEET NO. 2. COLD !v1iLL EXISTING PAVEMENT SURFACE 2" DEE:P rER TYPICAL SECTiONS ON SHF.F:T NO, 2. COLD MILL EXISTING PAVEMENT SURFACE MIN. TO MAX. DEPTH AS SHOWN ON f'LAN. CLEAN PAVEMENT CRACKS WIDER THAN 1 /4" AND FILL WITH CRACI< SEAlANT PER SPECIFICATIONS. SAWCUT AND REMOVE EXISTING A.C./A.B. PAVEMENT AND REPLACE WITH 11 1 /2" FULL DEPTH A.C. BASE COURSE. SAWCUT AND REMOVE EXISTING AC/AB PAVEMENT AND REPLACE WITH 9 1/2" FULL DEPTH AC BASE COURSE. REVISIONS \ I NORRJIS· REPKE A Subsidiary of Westrian Prepared under the Supervision of: 14 DRIVEWA.Y CONSTRUCT 2 1 /2" THICK l1SPHALT RUBBER HOT f.11;( (ARHM). (SEE TYPICAL SECTION ON SHiTT 2.). REMOVE AND CONSTRUCT CONCRETE CURB RAMP REMOVf AND CONSTRUCT CONCRllf CURB RAMP 'WA STD. P N 111-2 (CASE A, TYPE 3) ...,.... . ..,--,,- TYPICAL DETAIL "D'' ON SHEET NO. 2. '----"--,.,__;''---"'..__A._,,.-& REMOVE AND RFPLAC[ PCC CURB AND GUTH.R PER DETAIL "c" SHOWN Ol•J SI-F:ET NO. 2 f,ND CITY 1 PUIN NO. 700, TYPE A-2, OR C!TY OF NEWPORT STD. PLAN STD-182-L, TYPE A. ffi (G_) REMOVE AND CONSTRUCT LONGITUOiNAL GUTTER PE,q APWA STD. PI_AM NO. 122-1. ~~ @ TRAfflC SIGNAL fAODIFICATIONS PER SHEET SHOWN ON PLAN. "--,;;;;.,.. . ../'...A..-"'-..A....A....J.....,___,'-".....A.-A-../'• -16 ADJUST EXISTING SURVEY MONUMENT TO GRADE PER ORANGE COUNTY EMA STD. PLAN 1405. @ ADJUST EXISTiNG STORM DRAINAGF: MA~HOLE FRAME AND COVER TO GRADE. @ ADJUST EXISTING IRWD WATER VALVE COVER TO GRADE PER IRWLl STD. NO. W-7. DRAWN BY: DESiGNED BY: PL CHECKED BY: FW DATE \ \\' ,. ' !\ . .,......,. LJ..) '••~~. ~~ ('./~.: ·-... J ,!"-"-,. \ .. ,.} c.;- CJ +- <[ I· - (_/) :r.· (_) L.d w (/! ADJUST EXISTING CS DOC SEINER MANHOLE FRM,E At,D COVER TO GRADE PER CSDOC STD. NO_ S -055. EX!STING E.DISON MANHOLE FRAME AND COVER Oli VAULT COVER TO BE ADJUSfED TO GRADE BY EDISON EX!STlfiG PACIFIC BELL MANHOLE COVER TO BE ADJUSTED TO GRAD[ BY PACBELL. EXISTING METROPOLITAN FIBER SYSTEfAS MANHOLE COVER TO BE AD.JUSTED TO GRADE BY MFS. CAMPUS DRIVE REHABILITATION FROM MACARTHUR BLVD TO STA. 34+50 CITY OF IRVINE PUBLIC \11/0Rl<S DEPARTMENT NR PRO,iECT NO 81-10 C.1.P. NO. 35s-190 49425 -tJC ~ /;;j .1 .:i:: ~ i ~ ~ f-·· L, ... I I..J.J T' (/) 1 .... ,.:, Ld (/) 6 g~ (_) LO I -~.:: ,.L., I ill ( CAtv1PUS I /6<. . ENGR. APPROV. N 21 . -~1·.' ,. .... ~ " 2 \ , I \I '{_ \ NOR.Rl[S + REPKE A Subsidiary of Westrian Prepared under the Supervision of: C55804 DATE 0 CD 0 G ® 0 0) (s" (~,/ CONSTRUCTION NOTES PROTECT EXISTING IMPROVEMENT, (TYPE SHOWN ON PLAN) COLD MILL EXISTING PAVEMENT SURFACE VARIABLE DEPTH 2" TO 2 1 /7" PER APPLICABLE IYPICAL SECTIONS ON SHEET NO. 2, COLD MILL EXISTING PAVEMENT SURFACE 2" DEEP PER TYPICAL SECTIONS Oi·~ SHEET NO. 2. CCLD MILL EXISTING PAVEMENT SURFACE 2 1 /2" DEEP AS SHOWN ON PLA~t COLD MILL EXISTING PAVEr.1ENT SURFACE MIN. TO MAX. DEPTH AS SHOWN ON PLAN. Cll:AN PAVEMENT CRACKS WIDER THAN 1 / 4" Al'iD FILL WITH CRACK SEALANT PLR SPECIFICATIONS. SAWCU, AND REMOVE EX!ST!NG A.C./A.B. PAVEMENI AND REPLACE WITH 11 l/2" FULL DEPTH A.C. BASE COURSE. S/1\VCUT AND REMOVE EXISTING .AC/AB PAVEMEtH e.ND REPLACE WITH 9 1/2" FUl.l DEPTH AC BASE COURSE. ® CONSTRUCT 2 1 /2" THICK ASP HAU RUBBER HOT MIX (ARHM). (SEE TYPICP.L SECTION ON SHEET 2). f0 REMOVE AND CONSTRUCT CONCRETE CURB RA,IP PER APW STD. PLAN 111-2 (Ct,SE A, TYPE 3) REMOVE AND CONSTRUCT CONCRETE CURB R/\MP PER TYPICAL DETAIi "D" ~ SHEET NO. 2. REMOVE EXISTING SIDEWALK TO THE NEAR[ST JOINT AND RECONSTRUCT 4" PCC SIDtWALK PER CITY OF IRVIHE STD. PLAN fW. 201. REMOVE AND RlPL/,CE FCC CURfl MW GUTTER PER DETAIL "C" SHOWN ON SHEET NO. 2 AND CITY OF IRVINE ST !"LAN NO. 200, TYPE A-·2. OR CITY OF NEWPOIH S•D. PLAN STD-182-i., TYPE A .. ,.,--..... ___ ,.---~ 1 6 Tf<il.FFIC SIGl✓,\L MODlfiCATIONS f'ER SHEET SHOWN ON i'LAN. AD.JUST EXISTING SURVEY MONUMEl,T TO GRADE PER ORANGE ADJUST EXISTING IRWD WATER VALVE COVER TO ORA.DE PER IRWD STD. NO. W-7. CONSTRUCT VARIABLE THICl(~IESS ASPHALT CONCRETE LEVELING COURS[. ADJUST EXISTING CSDOC SEWER MANHOLE FRAME AND COVER TO GRADE PER CSDOC STD. NO. S·-055. @ EXISTING [DiSON MANHOLE FRAME AND COVER OR VAULT COVER TO BE ADJUSTED TO GRADE BY EDISON. @ EXISTING PACIFIC BELi. MANHOLE COVER TO BE ~.D,IUSTED TO GRADE BY PACBELL. CJ] D ~ LEGEND BORING COLD MIii.iNG REMOVE/RECOt,STRUC: FULL DE-PTH AC REMOVE/RECONSTRUC1 PCC SIDEWALK OR PCC CURB AND GUTTER DRIVEWAY CAMPUS DRIVE FROM ST A. 34+50.00 REHABILITATION TO JAMBOREE ROAD CITY OF IRVINE PUBLIC WORl<S DEPARTtvlENT NR PROJECT NO. 81-10 C.I.P. NO. 354190 49426 -MG SH[ET 4 OF 9 I/' 1E. I 0 0 + N N . <( 1--(/) • ' ' ' . ', . '.••'" V TYPE LOOPS[ss-\ CAlv1PUS Gt.~JERAL NOTES 1 . 2 3. 4. 5. 6. 7. TRAFFIC STRIPING SHALL CONFORM TO C/\LTRANS STANDARD PLANS AND SPECIFICATIONS, OAT~D JULY 1999, TRAFFIC MANUAL, LATEST EDITION, CITY OF IRVINE STANDARDS, THESE PLANS AND THE SPECIAL PROVISIONS. PLAN DOES UOT SHOW EXISTING SIGr,s. DIRECTED OTHERWISE BY THE ENGINEER. ALL [XiSTING SIGNS SHALL REMAIN UNLESS PAVEMENT MARKING SlENCILS SHALL MATCH CITY STENCILS EXACTLY. ALL STRIPING, MA.RKWIGS AND RAISED PAVEMENT MARKERS NOT CONFORMING TO THIS PLAN SHALL BE REMOVED BY WET SANDBLASTING AS DIRECTED BY THE ENGINEER. STRIPING Lt,YOUT SHALL BE APPROVED BY ENGll'iEER PRIOR TO FINAL PAINTING. CONTACT TRAFFIC ENGINEER BEFORE AND AFTER "CAT-TRACKING." STRIPING SHALL BE BEADED PAINT, 2 COATS, UNLESS OTHERWISE NOTED. SEE NOTE 7. PAVEMENT LEGENDS AND CROSSWALK LINES LOCATED IN THE CITY OF NEWPORT BEACH (SOUTH OF CAMPUS DR CENTERLINE) SHALL BE THERMOPLASTIC: AS t10TED ON THE PLANS. 8. 9. 10. 1'1. l EGEND §] SC' -ABANDON -SPLICE CONDUCTORS -REMOVE" AND BECOME = THERMOPLAST!C = LIMITS OF OVERLAY CONSTRUCTION {sclLoOP VON KARMAN AVE .~ PROTECT EX. LOOPS / IN PLACE ( 4) LOOP~ \ " " VON KARtuiAN AVE I I • I ! / '. I "' z ,-.. ~G Xz W-CL z-·-fr'. 0 f- -,1") ---1 THE CONTR/\CTOR SHALL PLACE A Bi.UE RAISED PAVEMENT MARKER IN THE ROADWAY AT EACH FIRE HYDRN,T LOCATIGr, P[R THE DIRECTION OF THE ENGINEER. UNLESS OTHERWISE SHOWN ON THE PLANS, !\U_ LANE UNES SH.<.U. BE PARALLEL TO THE STREET CENTERLINE. ALL DIMENSIONS FOR LANE WIDTHS ARE TO THE CENTER OF THE STRIPE AND TO THE CURB FACE. LOOPS LOCATION SHALL BE MARKED IN FIELD AFTER STRIPING FOR APPROVAL PRIOR TO SAW CUTTING. NORR.IS~ REPKE .. l l A Subsidiary of Wesirian ' N UV 0 .... ,. , / I / - I ..... 350' TO ~--·· '' CRos"swALK _j f.-_·, / I !_ .,. ,· •-·' ---------------- 290' [2] [}] 0 0 c-7 ~ r·5·1 ,--7 ~-j Is I 'L,,'.. I _\ \ ', .. ,•- \ TYPE IV L.?]· CONSTRUCTJON NOTES PROTECT IN PLACE EXISTING ST!<IPING. INSTALL 'i" WIDE SOLID WHITE LINE, 50' IN LENGTH, WITH TYPE "G" PAVEMENT MARKERS AT BEGINNING AND END. INSTAI.L DET/\IL 9. INSTAL.L PER DETAIL 38. INSTALL 12" WIDE SOLID WHITE THERMOPLASTIC LINE_ INSTALL SURFACE MOUNTED CHANNELIZERS A.T 10' SPACING O.C. INST.~LL THERMOPLASTIC PAVEMENT MARKiNG AS NOTED. INSTALL DETAIL 22. I 9 [ INSTALL DETAIL 26. ~-...,-D"'E.,.T ~-I.._L.,..,..2°~"·_,,...✓--.._,;-,v..r _ EMOI/E CONFLICTING STRIPING BY WET SANDBLASTING:-'! '--. ./'-"--,,.... ~ _·",,) - 1" = 40' ►-= ;<,.,-.-_ ·~ ··--:..-/ TYPE /:--[U"SIGN.I\L \ I \ DRIVE AHEAD" (2) fh--..._ TYPE I / .._,,, ·-... _ •· I --._ o-/,. •-. 'ilt· .. , -- BARDEEN AVE I' , --i -I ' I 1 I ' r:;;:;i ~ / L'~f 0 in + -s;j-t') w z _j I 0 I-<( 2 _,-V ~ ,-'-,...,,-~-.,r ~~~-~ { l1.2j INSTALL NEW PEDESTRIAN PUSH BUTTON (PPB) POST AND 2" CONDUiT TO ADJACENT'\\ --PULL BOX. RELOCATE EXISTil~G PPB FROM EXlSTING SIGNAL POLE TO NEW PPB POST_ REPULL EXISTING PPB CONDUCTORS TO NEW PPB POST. [-~ REMOVE AND REINSTALL PPB TO 39" MOUNTING HEIGHT, AS DIRECTED BY Tr'E ENGINEER J L IN THE FIELD. r"~-''--"'~~~.....,,A~,J pi INSTALL 6'X6' TRAFFIC D~TECTOR LOOI" PEI'< CAL :RANS STD PLAN ES-5A SET 1,DVANCED LOOPS PER DIMENSION ON PLAN, SET REMAINING l OOPS AS FOLLOWS: E2l -IST LOOP 1 FT. BEHIND CROSSWALK UNE. -21'1D i_OOP 1 O' AWAY FROM 1ST LOOP. CENTER LOOPS IN LANE, EXCEP' AT OVERSIZED :;uRB SIDE LANES. INSTALL 5'X50' TRAFFIC DETECTOR LOOP PER CALTRANS STD. PLAN ES-5B. SET LOOP TO 1 F1. BEHIND CROSSWALK LINE. en l.,._, 0 lD 1--w w I (/) w w (/) NR PROJECT NO 81-10 j l /;1 / I-------------.,,-----.--=--::::::::::::::::.::..::::::::::::::::::::::::::::::·;:::::::;::::::'.:,_,-.:_ ___ _:: '-:::__=::_--------~-------------------------------------------LC~-:_:1-:::P:__. ~N:O. 354190 I-_,.., APPROVE'.i BY, ----! CiTY ENGINEER (IRVINE) S!GNlNG, STR!PING ANO LOOP REPLACEt!JiENT DATE DRAWN BY: 88 0</25/01 PLAN 49426 -MC DESIGNED BY: BB DATE CAtvtPUS DRIVE SHEET FROM MACARTHUR BLVD TO STA. 34+50 CITY OF JRVJNE 5 PUBLtC WORKS DEPARTMENT OF 9 I 1--w w wI z_lf) 1-··· _J w I w u (/) 1--<( 2 4 ... 0 / / N ········'\ l -·-·-···:.\. .. \ . -----·-·\ ' ;;- .3.. r 225' 0 N -----, ,~ ) ) -+---.. ~----------.--, ··+·" .. st ' ' '~-§] TYPE CAMPUS GENERAL NOTES 1. TRAFFIC STRIPING SHALL CONFORM TC CALTRANS STANDARD PLANS AND SPECIFICATIONS, DATED JULY 1999, TRAFFIC MANUAL, LATEST EDITION, CITY OF IRVINE STANDARDS, THESE PLANS AND THE SPECIAL PROVISIONS. 2. PLAN DOES NOT SHOW EXISTING SfGNS, ALL EXISTING SIGNS SHALL REMAIN UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 3, PAVEMENT MARKING STENCILS SHALL MATCH CITY STENCILS EXACTLY. 4, ALL STRIPING, MARKINGS AND RAISED PAVEMENT MARKERS NOT Cot,FORMING TO THIS PLAN SHALL BE REMOVED BY WET SANDBLASTING AS DIRECTED BY THE ENGINEER. 5. STRIPING LAYOUT SHALL BE APPROVED BY ENGlt,EER PRIOR TO FINAL PAINTING. CONTACT TRAFFIC ENGINEER BEFORE AND AFTER "C/i.T-TRACKING," 6. STRIPING SHALL BE BEADED PAINT, 2 COATS, UNLESS OTHERWISE NOTED. SEE NOTE 7, 7. PAVEMENT LEGENDS AND CROSSWALK LINES LOCATED IN THE CITY OF NEWPORT BEACH (SOUTH OF CAMPUS DR CENTERUNE) SHALL BE THERMOPLASTIC AS NOTED ON THE PL/\NS, -·------------------·------·-----------------------'"------- 3 2 TELLER AV \ ---_\_,_,,, ,. ~. 0 "r-.. \ ' 40too ---~-(JJ•-~-~ / TELLER AV LEGEND ,-,] i.~:~J = ABANDON ·r ' r I ·-·-· -... -:\ ····-··-. .. ·-----• \ • ·•-. \-{~ r::;-(T)' / "S!GNt,L AHEAD"(2)L:J '. y & DRIVE SC = SPLICE CONDUCTORS r~R::s~,;,J---~vc: AND BECOME PROPERTY OF THE CON;4 (T) THERMOPLJISTIC -_,,..-,~ C -./L,if,_:,.,TS,,,__O_F/"'-0-V.,,E"RLAY CONSTRUCTION 8. THE CONTRACTOR SHALL PLACE A BLUE RAISED PAVEMENT MARKER IN THE ROADWAY AT EACH Fl.RE HYDRANT LOCATION PER THE DIRECTIOfl OF THE ENGINEER. 9, UNLESS OTHERWISE SHOWN ON THE PLANS, ALL LANE LINES SHALL BE P~RALLEL TO THE SWEET CENTERUNC. 10. ALL DIMENSIONS FOR LANE WIDTHS ARE TO THE CENTER OF THE STRlf'E AND TO THE CURB FACE. 11. LOOPS LOCATION SHALL BE MARKED IN FIELD AFTER STRIPING FOR APPROVAL PRIOR TO SAW CUTTING. NORruS ~ :IREPI(E A Subsidiary of Westrian DRAWN BY: BB DATE 04/25/01 CONSTRUCTION NOTES i·,--1 PROTECT IN PLACE EXISTING STRIP!~!G. 1Jz] INSTALL 4" WIDE SOUD WHITE LINE, 50' II~ LENGTH, WITH TYPE "G" [___ PAVEMENT MARKERS AT BEGINNING AND END_ L~.I INSTALL DETAIL 9. !--:j7 INSTALL PER DETAIL 38. ,_:J : 5 I INSTALL 12" WIDE SOLID WHITE THERMOPLASTIC LINE, [~ INSTALL SURFACE MOUNTED CHANNELIZERS AT 10' SPAC1NG 0.C. [!] INSTALL THERMOPLASTIC PAVEMENT MARKING AS NOTED. 1:~ INST/\I_L DETAIL 22. ,--, i...'!J INSTALL DETAIL 26. ·--i 110 I INST/ill DETAIL 29. __ J ~ REMOVE CONFLICTING STRIPING BY WET SANDBLASTING. _ _,,,__ _,..._.., ~ APPROVEiJ f"JY: CITY ENGlt,EER (IRVINE) JAMBOREE RD INSTALL NEW PEDESTRIAN PUSH BUTTON (PPB) POST AND 2" CONDUIT TO ADJACENT • PULL BOX. RELOCATE EXISTING PPB FROM EXIST1NG SIGNAL POLE TO NEW PPB POST. REPULL EXISTING PPB CONDUCTORS TO NEW PPB POST. PPB TO 39" MOUN flNG HEIGHT, AS DIRECTED BY THE ENGH~EER r-, l13 I REMOVE AND REINSTALL ~'I THE FIELD. ~ INSTALL 6'X5' TRAFFIC DETECTOR LOOP PEf, CAL TRANS STD. PLAN ES-SA. SEl ADVANCED LOOPS PER DIMENS:ON ON PLAN, SET REMAINING LOOPS AS FOLLOWS: -IST LOOP 1 FT, BEHIND CROSSWALK LINE. -2ND LOOP 10' AWAY FROM 1ST LOOP. CENTER LOOPS IN L1\NE, EXCEPT .~T OVERSIZED CURB SIDE LANES. r--1 I L2 I INSTALL 5'X50' 1RAFFiC DETECTOR LOOP PER CAL TRANS STD. PLAN ES-5B_ SET LOOP TO 1 FT. BEHIND CROSSWAU, LINE. SIGNJNG~ STRJPJNG REPLACEMENT PLAN DRtVE AND LOOP CAMPUS RD NR PROJECT NO. 81-10 C.1.P. NO, 354190 49425 -MC I (/:, 5 ::s d I GENERAL NOTES: 1. ALL. WORK SHALL BE DONE IN ACCORD/1NCE WITH THE WORK ARE/\ TRAFFIC CONTROL HANDBOOK (W.A. T.C.H.), 1996 EDiTION, Ar~D THE STA TE OF CALIFORNIA MA.NU AL OF TRAFFIC CONTROL, 1990 EDITION. 2 CONSTRUCTiON OPERATIONS SHALL. BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS AND COMMUTERS. 3. THE CONTR/1CTOR SHALL HAVE ALL SIGNS, DELINEA TORS, BARRICADES, ETC., PROPERLY INST AL.LED PRIOR TO COMMENCING CONSTRUCTION. ALL TR/\FF'IC DETOURS SHALL BE APPROVED BY TH[ CITY ENGINEER. 4. THE CONTRACTOR SH.ALL MAINTAIN, ON A DAILY BASIS, ALL SIGNS, DELINEATORS, B,i\.RRICADES, ETC., TO ENSURE PROPER FLOW AND S/1.FETY OF TRA~-FIC. PROVIDE CONTRACTOR'S 24HR CONTACT A!~D TELEl"HONE NUMBER FOR RESPONSE TO TRAFFIC CONTF10L PROBLEMS. 5. ALI_ ADVA.NCED WARNING SIGl~S SHALL BE REFLECTORIZED AND OF STA~!DARD SIZE. 6. BARRICADES, DELINEA TORS: a.) ALL DELINEATORS SHALL BE 36" MINIMUM POF<TABLE, RELECTORIZED RUBBER GUIDE POST TUBES, ORANGE IN COLOR, WITH WEIGHTED B/\-SES OR SANDBAG Rl!\JGS AND SHALL BE Kt~PT IN TI-JEii'< PROPER POSITION AT ALL TIMES. DELINEA TORS SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESEVE THEIR APPEAR/\.NCE A~JD CONTINUITY. b.) TYP!:. I OR II BARRICADES MAY BE USED, IN LIEU OF OR I~~ ADDITION TO THE RUBBER GUIDE POST, AT THE DISCRETION OF THE CONTRACTOR, WHEN THEY ARE lt~TENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 7. F-iNAL INSP[CTION: o.) BEFORE FINAL INSPECTION OF THE WORK, THE CONTRACTOR SHAI_L CLEAR THE RIGHT-OF-WAY AND ALL GROUNDS OCCUPIED BY HIM, IN CONNECTION WITH THIS WORK. OF ALL RUBBISH, EXCESS MA TERI A LS, EQU1Plv1EN T, SIGNS, DELINEATOF1S, ETC. ALL PARTS OF THE WORK /\REA SHALL BE LEFT IN A NEAT AND PRESENTABLE CONDITION. b.) WHEN Tf+E WORK HAS BEEN COMPLETED, THE ENGINEER AND/OR CITY INSPECTOR SHALL MAKE THE Fll~AL INSPECTION. 8. THE PROVISIOi\JS OF THIS TRAFFIC CONTROL PLAN SHALL APPLY UI\JTiL COlv1PLETiON OF ALL PH/ISES OF THIS WORK, WITH If~ THE PUBLIC RIGHT-OF-WAY. 9. lJ\1'-iE CLOSURES SHALL BE PERMITTED DURING WORKING HOURS ONLY, SEE TECHNICAL PROVISIONS. 10. CONTRACTOR SHA!J_ CONTACT THE Ci TY OF IRVlf~E !TRAC CENTER AT (949) 724-7324, 48 HOURS PRIOR TO CUTTll,JG ANY TRAFFIC SIGNAL DETECTIO~J LOOPS. 11. TRAFFIC SiGN.ll.l_ DETECTTON LOOPS DAM,11.GED DURING CONSTRUCTlON SHALi_ BE REPLACED W!THiN 3 DAYS li\J ACCORDANCE 'WITH DIRECTION FROM THE CITY OF IRV!NE TRAFFIC ENGINEER. These typical plans are intended to be used as guidelines only and shall not be used for actual traffic control purposes. Contractor shat! provide traffic control plans prepared by a registered professional engineer. DRAWN BY; BB BB j DATE 04/25/01 DATE 04/25/01 AP["'f\OV[f) DY· CITY ENGINEER (!RVINE) CATE. Ml1RK L. CARROI.L AP?ROVE□--Bi·--------~---· -------······ TRA#SPORTATI01'1 MM-IAGER (i'lEWPORT BEACH) RicH D EDMONSTON R.CJ:. No. 1 DATE APPROACH SPEED (MPH) 25 30 35 40 45 50 50+ LEGEND ® -TRAFFIC SIGNAL +-+ -TYPE 111 BARRICADE m -ARROW BOARD 0 • ~··-0· -DELINEATORS ~-½ -WORK AREA TAPER TABLE: TAPER LENGTH* 125 180 245 320 540 600 1000 NUMBER SPACING OF CONES OF CONES ALONG TAPER FOR TAPER* (FEET) + 6 25 7 30 8 35 9 40 -------+---------~ 13 45 13 50 21 50 I TYPICAL TRAfflC CONTROL GUIDELINES CAMPUS DRIVE FROM MACARTHUR BOULEVARD TO JAMBOREE ROAD CJTY OF JRVINE PUBLIC WORKS DEPARTMENT NR PROJECT NO. 81-10 C.1.P. NO. 354190 49426 -· MC SHEET 7 OF 9 I I f;) 3 """"' <;: ~ ~ <: "" ' t ;!: C "' 'a' ,......,. s:, :s CT' ci ... 1! -" .) s::,'-..i ;f§; ~ "" .:,, --.- ';f;,s::l l -· ,-:::::;:- sir ~ ~ I I END CONSTRUCTION C13 END Gl7 25 SPEED UMIT . ...... , --. -, . --_, ' --.. -------' . - 350' ADVANCE WARNING i / . -·----+ PROVIDE FLAG PERSON WHEN CROSSING STREET DURING MILLING AND PAVING ACTIVITIES DEUNEATOR SPACING, 40' (TYP.) ---·, ... ,., (' __ .. ,..,,.,_ ------------ 40: 1 TAPER -7/~--. -., --·-------·---____ ,, ,. TRANSITION AREA ---------------·i,,/l. __ ,,,._ ·----~·"· CROSS STREET ✓;-.-i • T-·1 t·j -1 ····-·-''ii. / :. • I I I I • '•. / . , I : ' I ' ' . ' I ' I I 0 "' N f END CONSTRUCTION ROAD CONSTRUCTION ~ "\AHEAD CAMPUS 017 C13 "vv PLAN 1 ROMJ WORK 'SPEf§uMTT 25 C17 TYP1CAL CURB LANE CLOSURE AT INTERSECTIONS TYPICAL 6 --------------.. - -. - 5 --'""" -.. ""'"'"" ----- 4 .. ,. ' 3 .. 2 _,. ____ -----... 1 NO. OAff ' , r END ·1 c13 CONSTRUCTION i END C17 "i::::, L-J SPEED UMIT \ I l ' -/4 / I I ROAD f'QNSTRUCTION 'l " ' 7 " AHEAD ' PLAN ~ "' 2 .f~ C20(RT) RIGHT LANE?\. CLOSED •• AH/ ROAD WORK C17 SPEED LIMIT --·· 25 LANE CLOSURE AT MIDBLOCK LOCATIONS ' ! +· --· ------------·-------------------~--+---~-·------·-· I ! .. ·-----------------------·---·--------. I ------------.... ··----------~ ---- ------.. , --------·--. ·-····-· --·-· '. ------·--·· ----- ------. ----------. -----·------· ---------------·---· ----.. ,. -------------- -----------·-·-------------- ------· -----------------__ , ___ -------.. ----------------·------------·--------- REVIS!Ot-lS ENGR. APPROV. I END [ CONSTRUCTION ·------ DEUNEATOR SPACING, 40' (TYP.) CAMPUS ·~,, NO RRJIS • REJP'I(E /\ Subsidiary of Westrian 400 N. Tustin Avenue Suite 230 _ . Santa Ana, CA. 92705-3813 4,[SSfo~ DRAWN BY: I Tel (714) 973-2230 1/,.\;, ,v,'i I( 41 e.'I'; -------·-··--·---.. Fax (714) 973-2263 ft!Y rv"-' <'"' ~~ -----. DESIGNED BY: C30 LA\IE ROAL) WORK I ,,-, 1 7 SPEED UMff -...,. CLOSED _,, __ 251 i APPROvf.r"J BY: DATE I . CITY ENGINEER 88 [ 04/25/01 -------------------· -----,---------- DATE BB 04i2SiD1 ------·-MARK L CAR POLL C18 D UCTI • (IRVINE) -F.CX. No J1$1S Prepared under the Supervision of: I i,:a ·I r·1 , .'::! Q. ±':",;~ \ ;:r:: Ns,. C55804 = ~1' Exp. 12/31/04 ,}1/ ·----------·-··------- ---·-·--· - ------------------------APPROVEG BY: • • DAT[ __ DATE -----·----- ~ C/V\\.. "'~I TRANSPORTATIOl'I MANAGER (NEWPORT BEACH) CHECKED BY, PL 04/25/01 --------------.. ~t:_et£~-1 orc~i~ fl.::~~'. ( fp:"'101 -RECOMMENDED BY: OAT£ 220.tK 7/4(/gJ___ , DATE PENf\lY K. LEWt R.C.E. Nn. C55804 DATE R.C.E. No. ,--I DATE 100' DRIVE • ·-5CJ0•··· I TERM/1,A TION I ' ·······--·-·· -···· ·-'--·-···-· J DRIVE END I C13 CONSTRUCTION ' END 25 C17 ?EEO UMIT i I END 1:c13 CONSTRUCTION l1 I END 25 C17 SPE£D UMIT TYPJCAL TRAFFJC CONTROL GUJDELINES CAMPUS DRIVE FROM MACARTHUR BOULEVARD TO JAMBOREE ROAD -CITY 0 F I RVI N E PUBLIC WORf<S DEPARTtvlENT S> .,...., :'1 ;$- "' ·;;i (0 9 :;: fl;, ? ::s -+ .,_. N w t ~ !Y I -.i:r ::;... >:: 0 .., ~ .}- C,s- lli I::;" "' ~ • . NR PROJECT NO 81-10 C.I.P. ND. 354190 49426 -MC SHEET 8 OF 9 \ END CONSTRUCTION -~-=====e=dJ C1 .3 350' c. ·I - PLAN ROAD WORK ~PEETlDW! -25 3 C17 -,rYPICAL CENTER LANE CLOSURE AT INTERSECTIONS f--END Jc13 I CONSTRUCTIO~ ' END 017 25, SPEED LIMIT 1 CAMPUS ADVANCE WARNll~G ROA TRUCTI HEAD PLAN 4 ROAD WORK SPEEC UMIT 25 C17 TYPICAL CENTER CLOSURE AT M!DBLOCK LOCATIONS CAMPUS ----------·-------- / ,(V' /I / i 40:_1 __ 1~APER ·---·-·-_ ·-·-·-------------·------·--_ ___ J----',--", TRANSi TiO~ AREi, _____ __ _ _ _ _ ... _ J • -·--7,/ '-·---··-·--··------------------------I C13 f END l~ONSTRUCT!ON I lli1 i1 i I: I I :: 11 11 ,] II II 11 I j __ -J __ \ RD/IJl WORK SPEED LIMIT r-S l_ ,__, C17 j --__ J,) --_j J1 I- CROSS STREET pc1s / ROAD CONSTRUCTION <i "~HEAD DEUNEATOR SPACING, 40' (TYP.) ---1 40: 1 TAPER TRANS'TION AREA NORRIS* RlEPI{E A Subsidiary of Westrian DRAWN BY: DESIGNED BY: CHECKED BY: RECOMMENDED BY: BB ROAD WORK sPf:Ifl!MIT r, c::; L0 C17 !)ATE BB 04/25/01 DATE PL □4/25/01 DATE "" VARiES WORK AREA ----------- ------~, --------•-·-.,. ____ -----.. ------. -------MNIK [ CAfiil1JI.L f·/,U-, No . .31515 DATE APPROVED 8Y: TRM?SPORTATION MANAGER (NEWPORT BEACH} VARIES WORK ARE!, --------.. ··---··-·-"·-·r· .. -· ' ....•.• _-______ - - _J .. I I ' .! 100' TERfM✓ATION DRIVE 500' TERMll'JATION DRIVE ( r--~BcTION 1 °13 END 25 017 SPEED UMff -·· DELINE/\TOR SPACING, 40' (TYP.) 500' --,_ <. FOR WESTBOUND LANE ··v--··--· ······-•• ·' CLOSURE, SEt PLAN 1 OR 2, -------"-~-ADVANC, WARNING, TRANSITION AND TERMINATION AREAS FOR SIGNS AND SPACING -=c-··-------_ I Fi~D , co~1sTRUcT1or~ C13 END 25 C17 SPEED UMfT CAMPUS DRIVE FROM MACARTHUR BOULEVARD TO JAMBOREE ROAD CJTY ()F IRVJNE PUBLIC W(JRKS DFPARTMFNT rn NR PROJECT NO. 81--10 SHEET 9 OF q l I • I I f? :'Fi "'tJ '? ~ <: "'' 1 I'.) ,., ~ ;I: ~ "\ ·ct- r ~ ~ ;:; e- ~ ,.. l -u ;;:,; c:: "" ~ ~ -+ (51 :s I'.> (,---~ ::::I'" <> .:::,