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HomeMy WebLinkAboutR_5576_S. 90409 & AK E A cr-----1r="-'-----+=~ > • •~:j.. _ _:•:i-'+--:•~D~A~M~Sc._ ___ .,..-'A0:V'-'E4-,,-;_ -ORANGE COAST C • CITY Of COSTA MESA CO l U GE f-----,5']'1/ VICTORIA .. • - 0 • • < I -> - ST ----------- i ..... . . '-·- ., / , / CITY ., OF • IRVINE ~ ' ~ .. ~ Ill > .. 0 " u .. ti RD. PJiOJ£C1u 61TI:. .,'\ \ .............. \ \ ( 0 • PACIFIC ·v1E MEMOAIAC PA. A K 1 -_,'-_R=D_,_,. 1_:_ __ \ : -.. • _ _, I I o -:t~=:3'-; I C f . -~~,, -'I lit ~ co -\ 4& '· 'o • VICINITY MAP \ I ' u:/•~) 'l-1;, l/4 Q ¼1/23/41 GRAPHIC SCALE IN MILES SYMBOL LEGEND -0-POWER POLE 0 MANHOLE 'Cf FIRE HYDRANT D METER BOX -0-VALVE E----POWER POLE ANCHOR b,_ MONUMENT -x-x-FENCE BLOCK WALL c-2;, TREE c; ,!;;'-,1,,, SH RUBBERY /'Y ..fr.&..fr.& ASPHALT PAVEMENT ~B BRICK WALK I· -. . -. I L_'c:._:.:__:_:i CONCRETE t j • l'..c;~~~-"' BUil DING EXISTING CONSTRUCTION NEW CONSTRUCT! ON ---i-CENTERLINE ----s-SEWER LINE -----w-WATER LINE --~-GAS LINE -£-POWER LINE -TEL-TELEPHONE LINE -rY-CABLEVISION LINE -SP-SPRINKLER SYSTEM M,c . f. 2. J. 4. 5. 6. 7. 8, 9, 10. 11. 12. 13, 14. 15. 16. 17, 18, 19. 20, 21. 22. 23. 24. 25. 26, 27. 28, • 29. JO, 31. 32. 33. 34. JS. 36, 37, JS. 39, 40 41 >: (i)UA,UIT!TY ESTIMATE ITEM /?£MOVE E){/qT /8" !2C.P. - TO BE RELOCATED. REMOVE EXIST. A.C. PAVEMENT. REMOVE EXIST. CONC. CURB, REMOVE EXIST. GUARDRAIL. REMOVE EXIST. CONC. DRAIN & PLUG, EXIST. 18" RCP WITK BRICK & MORTAR, REMOVE EXIST. TYPE 111 BARRICADE AND REDWOOD HEADER. REGRADE EXIST. RAMP U-2 AND SOUTHWEST CONNECTOR RAMP AFTER REMOVAL OF EXlST. P.C. PAVEMENT TO ORIGINAL EXIST. EDGE OF PAVEMENT ELEVATIONS. CONST. AC/ AB (UNIVERSITY DRIVE). CONST.15" AC/ COMPACTED NATIVE SOIL ( CALTRANS RAMP U-2) CONST. AC/ conPACTED NATIVE SOIL (BIKE TRAIL} CONST. 6" AC DIKE PER OCEMA STD. PLAN NO. 201. CONST. 8" AC DIKE PER om~ STD. PLAN NO. 201. CONST TYPE "A-2" PCC CURB & GUTTER PER CITY OF IRVINE STO, PLAN NO. 200. CONST. 8" PCC CURB & GUTTER TYPE "S" PER CITY OF NEWPORT BEACH STD. 182-L. CONST. TYPE "A" PCC CURB & GUTTER PER CITY OF IRVINE STD. PLAN NO. 200, CONST. 6" PCC CURB & GUTTER TYPE "A" PER CITY OF NEWPORT BEACH STD. 182-L. CONST. PCC SIDEWALK PER CITY OF IRVINE STD. PLAN NO. 201. CONST. 4" THICK PCC SIDHIALK PER CITY OF NEWPORT BEACH STD. 180-L. CONST. PCC SIDEWALK ACCESS RAMP C4!... nz4V-5 -GTD Al.:.? A./B-B CONST. PCC CURB & SIDEWALK RETURN PER CITY OF IRVINE STD, PLAN NO. 202. CONST. CB TYPE 11 PER CITY OF IRVINE STD. PLAN NO. 301. CONST. LOCAL DEPRESSION PER CITY OF IRVINE STD. PLAN NO. 303. ADJUST TELEPHONE/STORM DRAIN/SEWER MANHOLE TO GRADE. ADJUST EXIST. CP TEST VALVE TO GRADE. ADJUST EXIST. WATER VALVES TO GRADE. CONST. CONC. TOP SLAB PER DETAIL SHEET 3. CONST. 18" RCP D-LOAO PER PROFILE. CONST. INLET TYPE II PER CITY OF IRVlNE PLAN N0.301 SSE DETAIL. SI-IEET NO, 3 CONST. PIPE JOINT TO EXISTING JUNCTION PER DETAIL SHEET 3. CONST. INLET TYPE "OL" PER CALTRANS STD. PLAN NO. 0-72. CONST. LOCAL DEPRESSION PER CALTRANS STD. PLAN NO. D-78. CONST. GUARD RAIL FLARE "TYPE 4" PER CALTRANS STD. PLAN NO. A-79A. CONST. TYPE 11 STREET LIGHT (150 WATT) AND PULL BOX PER CITY OF NH.IPORT BEACH STD. NO. 203-l ANO 205-L (35'-0" M.H. AND B" ARM). INSTALL PULL BOX PER CITY OF NEWPORT BEACH STD. NO. 205-L, INSTALL 1-1/2" STREET LIGHT CONDUIT. STREET LIGHT TO BE INSTALLED BY SC£. INSTALL PULL BOX NO. 3-1/2. CONST. JUNCTION STRUCTURE TYPE I PER OCEMA STD. PLAN NO. 310. PER DETAIL SHEET J, CONST. GUARD RAIL FLARE TYPE 8 PER CALTRANS STD. A-79A l'l-1/G -s;.o. l-,LITERAL<;;. /(//TH BE/Ck: p MO,/?TAE C/Ty'OF C/Ty'OI"" µe<UPc<n" BEACH IRVIJ.ll= -125 I I -//,5030 -:2/0 -40 -3 2 - -26bGO 2Bh5b /5358o -40B4G -6940 -c,,zo -/bO -144-C 49& - -BZ4 '34 - -8824 4550 - -2 -/{,2 -2 -I -I -I -4 -3 -32& I -I -2 -I /50 - z - I - 440 IGID -3 -7 -I ---Z70 -3 M STREET LIGHT Htl/Y EX'&li/AT/0.U = z,qso ,:;_ Y J2EMCVE -,suk?CHAEGE i=ll-U 'f/,!3DC.Y." EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTH_ERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) CALTRANS- IRVINE RANCH WATER DISTRICT COMMUNITY CABL EV! SI0N UNDERGROUND SERVICE ALERT NUM·BERS NUMBER (714) 634-3318 (714) 89500261 (714) 973-5491 (714) 966-6237 (714) 644-3011 (213) 639-6851 (714) 833-1223 Ext. 502 ( 714) 720-2056 1-800-422-4133 NAME • RICK BRANCH WARD ERIKSEN DENNIS LANSING GIL GOMEZ ROBERT JORDAN CARL BAL LARD DICK WOODS u /JI T L.F E,L/. '5.fi l-F l.F. EA. EA -5.r -5.F: ~F. '3.F t...F: L.F t,, F. L.F. L.F. i,..,C, f';F <;.F. EA. t..F &fi. £A €,LI. CITY NEWPORT PUBLIC WORKS . . , OF BEACH ID JE PARTM.ENT N (0) JR 1r IHl IF(O) JR]]) . ---• lUNIIVJEJR§II1rY ]J)JRIIVJE JEX1rJEN§II(O)N IN Colv'J II /\IC Tl o N WIT!/ TRAC_T/\I_CJ. /Z3o;J --------------------------------------------~-- SAN DIEGO REEK REVISIONS.' • ffi 5-13-87 40DEO G"llfE/Jl/lN CURVE d£1i'J//NE : STO. 200, CJ.IA/vGc.!JST,r'l/CTURAL SECT/ONTO '. Q454C/l.30.4;!J., ,4£J0€0 Rcl/tlrORCEMElvT • TO CURB FACES, .40.!JEt:! WE,4k£;1/&0 FLA/le • JOINTS, .4/?.lt/ST€.O pc ELEVATIONS FOR , S£TTLckf£IIT. --,---------------------- 0 <[ 0 0::: w w 0: 0 co ::!: <t UNIVERSITY DRIVE~ BRIDGE V >- f-- " ------- t\J • ::, Q_ ~ -s:c ~ ------------ • ""b===== I I I .• I I "' ,. "' ,_ " ".) "' ~ 0: :J :r 1-- 0: <:( §~lEIEu TITLE SHEET (CITY OF NEWPORT BEACH) 2 TITLE SHEET (CITY OF IRVINE) r· -. ------------------------., CO:MSffiUCTION NO"iiiES: i ""'=-' i PROTECT IN PLACE. TO BE RELOCATED • REf:OVE EXIST. A.C. PAVEl:ENT • REllJVE EXIST. co:1c. CURB • REllJVE EXIST. GUARDRAIL. REl'<IVE EXIST. co;1c. D:U\!N l PLUG, EXIST. 18" RCP WITH BRICK & MORTAR. REI-.JVE EXIST, TYPE Ill BARRICADE AHO RE!l!lOOD HEADER. REGRADE EXIST. IWIP U-2 AND SDUTR\JEST CCNrlECTOR RAMP AFTER REMOVAL OF EXIST. P.C. PAVE~ENT TO DR!GlnAL EXIST. EDGE Of PAVEMENT ELEVATIONS. (@' 0COOST .0.45° A~tiso AB (~N~RSITY D;;;;;:c' ------~~---~.-· •·-•. ·'~-•--· C • )" : @) CONST. 15" AC/COMPACTED NATIVE SOIL (CALTRANS RAMP U-2). @ CONST. "3" A.C./ 4" A.B . @ CONST. 6" AC DIKE PER OCEAA STD. PLAN NO. 201. @ CONST. 8" AC DIKE PER OCEAA STD. PLAN 110. 201. • 1 @ CONST TYPE "A-2" PCC CURB & GUTTER PER CITY Of IRVINE STD. PLAN NO. 200. @ CONST. 8" PCC CURB l GUTTER TYPE "A" PER CITY OF NEWPORT BEACH STD. 182-L. L'.G ~sr: TYPE ,'A-;~CC CURB~ GUTT-;R(~/c;pJ PER CITY Of IRVINE srn. PLAN NO. 200- ® ~ONST. 6" PCC CURB l GUTTER TYPE ;B" PER CITY OF NEWPORT BEACH STD. 182-L. ··-' @ CONST. PCC SIDEWALK PER CITY OF IRVINE STD. PLAN 110. 201. @ CONST. 4" THICK PCC SIDEWALK PER CITY Of IIEWPORT BEACH STD. 180-L. @ CONST. PCC SIDEWALK ACCESS RAMP PER ~£.r.1/~ :St-IT: /,/£ S @ CONST. PCC CURB l SIDEWALK RETURN PER CITY OF IRVINE STD. PLAN ND. 202. @ CONST. CB TYPE II PER CITY Of IRVINE STD. PLAN NO. 301. © CONST. LOCAL DEPRESSION PER CITY OF IRVINE STD. PLAN NO. 303. @ ADJUST TELEPHONE/STORM DRA!N/SE~ER flANHOLE TO GRADE. @ ADJUST EXIST. CP TEST VALVE TO GRADE. @ ADJUST EXIST. l!ATER VALVES TO GRADE. @ CONST. CONC. TOP SLAB PER DETAIL SHEET. 2 @ CO:IST. 18" RCP DaLOAD PER PROFILE. @ COIIST. C. 8." TYPE I! PER CITY Of IRVINE PLAN N0.30I SEE DETAIL SHT, NO. 3 @_) CONST, PIPE JOINT TO EXISTl~G JU:iCTlON PER DETAIL SHEET 3. @ CONST. ·C. ,. TYPE "OL" PER CALTRANS STD. PLAN 1:0. D-72. @ CONST. LOCAL DEPRESSION PER CALTRANS STD. PLAN 1:0. D-78. @ CONST. GUARD RAIL FLARE· "TYPJ: 4" PER CALTRANS STD. PLAN NO. A-79A. @ CONS1. TYPE ll STREET LIGHT (150 WATT) AND PULL BOX PER CITY OF NEWPORT BEACH STD. llD. 203-L AND 205-L (35"-0" H.H. AND 8" ARM). @ INSTALL PULL BOX PER CITY OF IIEWPORT BEACH STD. l,'O. 205-L. @_) INSTALL 1-1/2" STREET LIGHT CONDUIT. @ STREET LIGHT TO BE INSTALLED BY SCE. @ INSTALL PULL BOX NO. 3-1/2. @ CONST. JUNCTION STRUCTURE TYPE l PER OCEAA STD. PLAN NO. 310. @) CONST. GUARD RAIL FLARE TYPE 8 PER CAL TRANS STD. A-79A. ,...i ® ,PLUG EX/G"T ?.O. iJ(.))JC.T -STRlC. /1//T!-/ 8£"!/c_:;_~ ,..J,.UD /lk 2TAK .,. ~@ !2EMOV& EX/-GT /8// ,e . ..:;.?. -. .;,:·:j_,;:;r [G:~J.,,} ScE Sf/EET t'4 ;_?'? NOTE'S \. ® _;,,,· :? .Ci t.y of Neuport. Beach Approvo1 ia \ "2 ' ,!'I :for Conc:e>pt and Adhc,re>ncc, 1':I. th City -. ,,_.~ ~-!'If. Standerda t Requirecentc. City ic not Responsible for Deaign Accucp- tions or Accuracy. CITY OF NEWPORT BEACH EA. u <:( 3 TYPICAL SECTIONS & DRAINAGE DETAILS (CITY OF IRVINE) APPROVED €A. £A. :E 4 STREET IMPROVEMENTS & TYPICAL SECTIONS -UNIVERSITY DRIVE (WITHIN THE CITY DF NEWPORT BEACH) i..F. LOCATION MAP 5 STREET IMPROVEMENTS, UNIVERSITY DRIVE (WITHIN THE CITY OF IRVINE) EA- &A. €A- £A. i.J; &A. l'A- LF ;-A. £A. EA. L.F. ,54_ GIENIERlAl N(Q)ulES 1. ALL \~ORK DETAILED ON THESE PLANS TO BE PERFORM:□ UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CO:-lSTRUCTIOil, 1935 EDITION" A!W SUPPLEMENTS. 2. STATIOHII-IG REFERS TO CENTERLINE OF STREET UNLE:35 SHOWN OTHERWISE. 3, EXISTING UNDERGROUND UTILITIES ARE SHOW!l PER A\/AILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONS01BLE FOR VERIFYING THE ACTUAL l.OCATIOr~ AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE Nm FACILITIES. 4. CURB DATA REFERS TO FACE OF CURB. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR Alm FINISH TO ALL ADJOINING CURBS AND WALKS. 6, ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING OF STREETS AND DRIVEWAYS. 7. NOT/FY CITY OF NEWPORT BEAcg UTILITIES DEPI 48 gRs. JN ADVANCE PRIOR TO Tg, CONSTRUCT/ON OF ANY STREET LIG!T OR TRAFFIC SIGNAL FACILITY @ 644-30// .. BASIS OF BEARINGS, THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA ZONE VI COORDINATE SYSTEM 7. ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY ~JORKING LIMITS AND SAWCUT TO MINIMUM DEPTH OF 2 INCHES PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AT A LOCATION ACCEPTABLE TO ALL COGNIZAtff AGENCIES. 8, THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH AT 644-3311 AFTER PLACEMENT OF FORMS AND PRIOR TO PLACING ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORM LOCATION CAN BE CHECKED TO ASSURE ITS COMPATIBILITY WITH EXISTING CONSTRUCTION. 9. THE WALLS Alm FACES OF ALL EXCAVATION GREATER THAN 5 FEET IN DEPTH SHALL 13E EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND. OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATION LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED \-/HEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 10. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH .IORKS AS DESCRIBED IN NOTE NO. 9 ABOVE FROM CAL/OSHA. 11. NOTIFY SOUTHERN CALIFORNIA EDISON CO. 48 HOURS IN ADVANCE PRIOR TO THE CONSTRUCTION OF ANY STREET LIGHT OR TRAFFIC SIGNAL FACILITY. CALL 1-714-895-0203 AND NOTIFY WARD ERIKSEN . .. 6 STREET IMPROVEMENTS, UNIVERSITY DRIVE {MmNJ TJ/ECITYOFIRV/ll£') 7 STREET IMPROVEMENTS -CALTRANS RAMP U-2 (WITHIN CALTe,t/A/$ R/W} B TRAFFIC SIGNAL PLAN 9 TRAFFIC SIGNAL DETAILS 10. TRAFFIC CONTROL PLAN -NOTES & DETAILS 11 TRAFFIC CONTROL' PLAN -PHASE I 12 TRAFFIC CONTROL PLAN -PHASE II 13 TRAFFIC CONTROL PLAN -PHASE III 14 TRAFFIC SIGNING & STRIPING DETAILS 15 TRAFFIC SIGNING & STRIPING -UNIVERSITY DRIVE 16 TRAFFIC SIGNING & STRIPING -UNIVERSITY DRIVE .• BENCH MARK: O.C.S. 3FF-7-77 ALUMINUM CAP MSL ELEV. 23.590 (1976) IN THE SOUTHEAST PART OF THE JUNCTION OF UNIVERSITY DR.AND CALIFORNIA RD., 43.0 FEET E. FROM THE CENTERLINE 0FCALIF. RD. AND 97.4FEET SOUTH OF THE CENTERLINE OF UNIVERSITY DR, Contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this Project, including safety of all persons and property; that this requirement shall apply continuously and not be lim- ited to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Engineer harmless from any and all liability, real of alleged, in connection with the performance of work on this Project, excepting for liability arising from the sole negligence of the Owner or the Engineer. UNDERGROUND STRUCTURES ALL UNDll:IIGllOUND UTILl,,11:S OR STIIUCTU"ll:S REP'OllTI':D IIT THE OWNER OIi OTHER■ AND THo■I!: tlHOWN ON THI!: RECORDS 1!:XAt,,UNEO ARE INDICATED WITN THl!:IR ArPROXIMATI[ LOCATION ANO EXTENT. THE OWNl.'R IIT ACCE,.TING TNESE PLANS OR PROCEEDING WITH ,.,,.ROVE,.ENTI> PUR5U.O.NT THERETO ,O.GREE■ TO ASIIU,.£ LI.O.RILITT ANO TO l'<OLD UNDIER- ■lGNEO HARMt..E5S FOR ANT DAMAGES RESULTING FRON THE [KISTi:NC£ c;# UNDERGROUND UTlt..lTl£9 OR STRUCTURES NOT REPORTED TO THE UN011.R$1GNED< NOT INDIC,ATED ON THE .. uat..lC RECORDS EKANINEO, LOCATED AT V.0.111.0.NCE WITH TH.O.T REPORTED OR SHOWN 01( RECORDS IOl;.O.MINEO. THE CO .. TRACTOR IS REQUIRED TO TMtE DUE !'RECAUTJONAFIY ,.CASURIES0 TQ P,ROTl'CT THE UT1t.,.ITIES OR !iTRUCTURES SHOWN ,AND ,,_,.y OTHER UTILITIE'II OR 11:TRUCTUltU FOUND •T THE SITE. IT SHALL BE THI!: CC>"4TR•CTOR'S RUPO .. SIBlt..lTY TO NOTIFY THE OWNERS 01" THE UTILITll!:5 OR STRUCTURES CONCERNED BEFORII!: STARTING WORI< AN ALUMINUM CAP ON THE T0P,N0RTHWEST CORNER OF A 4.5 BY 7.5 FOOT CONCRETE CATCH BASIN BASIS OF STATIONING. \ THE CENTERLINE B.C. ELY 0FCAL!F0RNIA AVE. IS TAKEN AS STA. 135+ 15.86 STATIONS DECREASE W'LY -5. ROBERT k:.4L..t..5VMUGH RCE :?.?'187 --·--~·-··----- I f / . /.( /-• I -. f,;·,/ .. ,,.._ . ,__, ' CITY ENGINEER DATE CITY OF IRVINE REVIEWED AND APPROVED FOR DESIGN CONCEPT PArzTIAl-/lFP!3?VALoF (-G7Ee&T 61,e,,'INAGE /M,,;""'f'E.vte;U75 CA/~ Y') /, /. d,✓(!.--.:h/4-,J:h_ '1 I/-~~ CITY ENGINEER R.C.E . ..2f7t".S DATE SOILS ENGINEER LEIGHTON a ASSOCIATES INC. 1151 DURYEA AVE. IRVINE CA. 92714 REVIEWED BY: oAre 7/•,,;,,-'. c.. r R.C.E. DATE STATE OF CALIFORNIA DEPARTMENT0FTRANS- ~?o~i/ TIR0N·1es-7RIV -0749 PERMIT N0.785··7GN-27l2 CITY OF IRVINE 86-MC-033--'-7---1 SHT. I OF !G J.N.23143 T-10 I \JI :i:::11) >-:-i 11)' "'l~ --.... "\I u ,' I:, 6\ C ~ "1)1 ~ .... V) _' ,-' a,_ - .. ( ' .• ' 85016 ' . 1 . . 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS (STANDARD SPECIFICA· TIONS FOR PUBLIC WORKS CONSTRUCTIONl, CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS, AND THE CURRENT ORANGE COUNTY MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN WORK UPON HIGHWAYS, EACH OF THE MOST RECENT DATE. 2. THE CONTRACTOR SHALL TELEPHONE THE CITY OF IRVINE AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO STARTING CONSTRUCTION, (714'660-3676). 3. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFACING OF STREETS. THE INSTALLATION OF ALL LINDtRGROlJND FACILlllES CROSSING ,EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. · ANY EXISTING PAVEMENT DISTURBED BY THE CONSTRUCTION OF UNDERGROUND INSTAL· LATIONS SHALL BE COVERED BY A PERMIT ISSUED BY THE CITY OF IRVINE. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY, THE PROPOSED IMPROVEME!oiT. 6. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, THE CONTRACTOR SHALL SUPPORT THOSE IMPROVEMENTS IN A MANNER APPROVED BY THE CITY ENGINEER OR THE CONTRACTOR SHALL SAWCUT, REMOVE AND REPLACE THOSE IMPROVEMENTS IN ACCORDANCE WITH THE CITY OF IRVINE STANDARD DRAWINGS. 7. . .8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE NEW SEWER LATERALS CONSTRUCTED AND TO STAMP THE CURB WITH AN "S" ABOVE THE NEW LATERAL. INDIVIDUAL SEWER AND WATER SERVICES SHALL NOT BE LOCATED UNDER A DRIVEWAY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE°AND STAMP THE CURB ON EACH SIDE OF THE STREET WITH THE APPROPRIATE LETTER: "E" FOR EDISON, "T" FOR TELEPHONE, ETC., WHEREVER UNDERGROUND FACILITIES CROSS A STREET. 9. PRIOR TO PLACING OF UNDERGROUND UTILITIES THE LOCATION OF ALL UNDERGROUND FACILITIES (ELECTRICAL, TELEPHONE, CABLE TV, GAS, ETC.) SHALL BE ADDED TO IM· PROVEMENT PLANS. 1. STATIONS SHOWN THUs(O + OO)ARE STORM DRAIN STATIONS AND ARE INDEPENDENT OF ALL CENTERLINE STATIONS. • 2. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. CITY OF IRVINE STANDARD DRAWINGS. CITY OF IRVINE STANDARD SPECIFICATIONS, ALL APPLICABLE GENERAL NOTES AND THE STANDARD SPECIFICATIONS OF THE STATE. OF CALIFORNIA. 3. ALL TRENCH EXCAVATIONS SHALL CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS. 4. ALL PIPE SHALL BE BEDDED IN ACCORDANCE WITH CITY OF IRVINE STANDARD PLAN NO. 318. • 5. THE CITY OF IRVINE INSPECTION DEPARTMENT SHALL BE NOTIFIED AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO START OF WORK AT 754-3676. A PRE-CONSTRUCTION C'ONFER· ENCE IS REQUIRED PRIOR TO START OF CONSTRUCTION. 6. R.C.P. SHALL CONFORM TO APPLICABLE A.S.T.M. STANDARDS. - 7. SUBSTITUTION OF A.C.P. FOR R.C.P. MUST HAVE PRIOR APPROVAL BY CITY ENGINEER. 8. ALL FILL MATERIAL SHALL BE COMPACTED TO 90% RELATIVE COMPACTION AS DETERMINED BY CALIFORNIA TEST METHOD 216 F. 9 .. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE . CONTRACTOR OR DEVELOPER IN ACCORDANCE WITH THE NUMBER, LOCATION, AND FREQUENCY REQUESTED BY THE CITY INSPECTOR . 10. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING STORM DRAIN FACILITIES BEFORE BEGINING CONSTRUCTION. I/ . . / J ~~. ARK ~j ,sv .. • 0 'NOR=;•~ " BRYAN "' ti 10. ALL CONCRETE WORK AS SHOWN ON PLANS (CURB & GUTTER, STORM DRAIN PIPE MANHOLES, SIDEWALK, ETC.) SHALL BE EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE I CEMENT OR 6 SACK TYPE V CEMENT. UNLESS DEEMED UNNECESSARY BY SULPHATE- CONTENT TESTS AS APPROVED BY THE CITY OF IRVINE. 11. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO CONSTRUCTION OF UNDERGROUND FACILITIES. f, ~ ~ ► SO<J ""-o ~ ! 0 " 12. THE FOLLOWING SIGN SHALL BE POSTED AT ALL STREET INTERSECTIONS AND TRACT ENTRANCES: 'MAINTENANCE OF THIS STREET AND RIGHT-OF-WAY ARE DEVELOPER RESPONSIBILITY. DEVELOPER': 77/c IRW,UE Co. PHONE: (7i4) CiJ40-/500. THE SIGNS SHALL HAVE 3" HIGH (MINIMUM) LETTERING AND MUST BE INSTALLED PRIOR TO ANY OCCUPANCY. DEVELOPER SHALL REMOVE SIGNS AT THE TIME OF CITY ACCEPTANCE OF STREET IMPROVEMENTS. 13. STREET CONSTRUCTION AND IMPROVEMENTS SHALL NOT BE OPENED FOR PUBLIC USE UNTIL ACCEPTED BY THE CITY COUNCIL, UNLESS A PROPERLY EXECUTED AGREEMENT AND INDEM- NIFICATION IS APPROVED BY THE CITY ATTORNEY AND MANAGER OF INSPECTION SERVICES. r:arxcz, 1?uroU.t1nt to A,:Joc:=l>ly Bill 301g, no ClltCl!Votion porcit io volid • t:31.coo t:ho foll0'1ing io p:,rfo=d, !.. u:lll;?r.lll':OtltJD Sl?rnrIC:: l\L!:?m' hoo boon contacted olKI boo i;,:ro-.n.i!oil ir.quiry I.D. [ll!:"'.l:Or ----------· 2. 'file l:JK!oroigncd ogrooo to contact and obtain on inquiry x.D. tll!.'.301:' firc=i 1r.1c::1:r:i;r.cum, oI?r.vt~ N.Gm c1-ooo-422-ll1llll:l -, o<: !.coo<: 2_ e:>rld.n9 &yo ['lrior eo cc::=nclng oncovaticm. .. - DA'i'B: ---· _______ ..,. EL.EVA TIONS /DR SETTLliMCNT. 1 2 3 4 5 6 7 8 £_8A 9 10. 11 12 13 14 15 16 TITLE SHEET (CITY OF flEHPORT BEACH) TITLE SHEET (CITY OF IRVINE) TYPICAL SECTIONS & DRAINAGE DETAILS (CITY OF IRVINE) STREET H1PROVn1ENTS & TYPICAL SECTIONS -UIHVERSITY DRIVE (HITHIN THE CITY OF NEHPORT BEACH) STREET If.1PROVEl-lENTS, UNIVERSITY DRIVE (HITHIN THE CITY OF IRVINE) STREET IMPROVEt-lEIITS, UNIVERSITY DRIVE (W/1711,(17/IECITYOF 1.ew,ve) STREET H1PROVEMEHTS -CALTRANS RAMP U-2 (HITHHI CAL T.eAYG .ii?/JV) .. TRAFFIC SIGNAL PLAN TRAFFIC SIGNl>.L INTERCONNECT PLl'.N TRAFFIC SIG!lAL DEtAILS TRAFFIC CONTROL PLAN -NOTES & DETAILS TRAFFIC CONTROL PLAN -PHASE I ' TRAFF'! C COtITROL PLAN -PHASE II TRAFFIC CO:rrROL Pl.:AN -PHASE III TRAFFIC SIG!IIIJG & STRIPIHG DETAILS TRAFFIC SielU:G & STRIPIHG -UfHVERSITY DRIVE TRAFFIC SIE!lll$ & STRIPitlG -UNIVERSITY DRIVE . ' I I I I I SANTA ~ ~ ""' ·-\ \ '\ MOi.JlTON DRAWN DY: TD" ·- ~ ~ ~ AT & 5 F. DATE DATE DATE i-,---1---1------~-. ~-~--~· .. ~. ·~· --,---------~-~~---+--~-+:=~---1 --:9.. P. lc..-0-· l<aOPo. ()_ V· 4. 'f. rx:; i-::CH:::;:;:c:t:::!!D:::_:D:.:;_Y: ====-1-===-1 --Ri!CO~~t:D:!0 DY: DATG t-~--t----+--------------=-:::::-:c:-::---,---,---------------+----+---~ "'5.~ KALt...£1./BAI.ASl,I .ecit 7987 ~7E rJo. DATE. u:\l~vesroNs APP. oAre EXPIRATION DATE 3-31 o \:: "'"" • RD ~ ""'-. ., 0 PROTECT !fl PLACE, •• {b) TO BE RELOCATE~. , @[p @ @ @ @ @ @ ·® '@ CONSTRUCTIO:'\l NOTES . . . ........ ~ CONST. PCC CURB & SIDE\-!ALK RETURH PER CITY OF IRVIllE STD. PLAll f:O. 202. CONST CB TYPE _II PER CITY OF IRVIllE STD. PLAll NO. 301. CO~ST. LOCAL. DEPRESS I Oil PER CITY OF IRVItlE STD. PLA!l l!O. 303. ADJUST TELEPHOUE/STORI~ DRA!fl/SEHER MANHOLE TO GRADE. ADJUST EXIST. CP TEST VALVE TO GRADE. ADJUST EXIST. l!ATER V,ALVES TO GRADE • . . CO~ST. CONC: TOP SLAB PER DETAIL SHEET 1:0. 3. ICONST. 18" RCP D-LOAD PER PROFILE. @ REl!,QVE EXIST. A.C. PAVEMEN, © REl!,QVE EXIST. CONC. CURB. ® REMOVE EXIST. GUARDRAIL. @ @ CO.:JST. C.B. TYPE II PER CITY OF IRVlllE PLAfl rm. 301 SEE DETAIL SHEET r:o. 3. ;coHST. PIPE JOINT TO EXISTING JUNCTION PER DETAIL SHEET. 3 @ REl!,OVE EXIST. CONC. DRAIN & PLUG EXtST. 18" RCP HITll'.1BRICK & MORTAR. 0 REMOVE EXIST. TYPE III BARRICADE AND RED\iOOD HEADER. ® @ 1:0NST. C.B. TYPE."OL" PER CALTRANS STD. PLAll NO. D-72. . . CO!lST. LOCAL DEPRESSION PER CAL TRANS STD. PLAtl llO. D-78. @ REGRADE EXIST. RAMP U-2 AND SOUTHHEST CONNECTOR RAMPihnER REt-lOVAL OF EXIST. A.C. PAVEMENT TO ORIGINAL EXIST. EDGE OF PAVEMENT ELEVATIONS & FINISHED CONTOURS. & ~~3~E~;;~~~J:\, @ @ CotlST. GUARD RAIL FLARE "TYPE 4" PER CALTRAflS STD. PLAU r:o. A-79A. COtlST. TYPE II STREET LIGHT (150 HATT) AIID PULL BOX PER CITY OF llE!lPORT BEACH STD. NO. 201-L AND 205-L (29'·9" M.H. AND 8" ARl1). @) CONST. 15" AC/COMPACTED NATIVE SOIL (CALTRANS RAl-1P U-2) (Ul CONST. 3" AC/4" AB. @ CONST. 6" DIKE PER DETAIL SHEET 6 . @ CONST. 8" DIKE PER DETAIL SHEET 6. @ ® ® @ IllSTALL PULL BOX PER CITY OF NEWPORT BEACH STD. NO. 206-l. INSTALL 1-1/2" STREET LIGHT CONDUIT. STREET LIGHT TO BE INSTALLED BY SCE. INSTALL PULL BOX NO. 3-1/2. Q9 CONST. TYPE "A-2" PCC CURB & GUTTER TYPE "B" PER CITY OF NEHPORT BEACH v- STD. PLAN NO. 200. @ CONST. JUflCTIOll STRUCTURE TYPE I PER OCEf-1A STD. PLAN rm. 3TO & DETAIi: SHEET NO. 3. @ @ @ @ @ CONST. 8" PCC CURB & GUTTER TYPE "B" PER CITY OF NEHPORT BEACH STD. 182-L. CONST. TYPE "A" PCC CURB & GUTTER PER CITY OF IRVINE STD. PLAfl rm. 200. CONST. 6" Pee CURB & GUTTER TYPE "B" PER CITY OF NEWPORT BEACH STD. 182-L. CONST. PCC SIDEHALK PER CITY OF IRVINE STD.' .PLAN tlO. 201 . @) ® ® CONST. GUARD RAIL FLARE TYPE 8 PER CAl,:RAllS STD. A-Jgp;, PLUG EXIST. S.O. L~TERALS \!ITH BRICK & f~ORTAR. ® CONST. 4" THICK PCC SIDEHALK PER CITY OF NEHPORT BEACH STD. 180-l. CONST. PCC SIDEHALK ACCESS RAMP PER DETAIL SHEET f:O. 3 AUD STATE OF . CALIFORfHA TITLE 24. ~7 '-ci-tnLEOQ f= nA, '-';;J JERONI~ . ... REl·:cJVE EXIST. 1 B" RCP. SAN DIE.GO REEK R.I.II..R0i'D r ., MILES BENCH MARK: O.C. S. 3FF-7-77 • ALUMINUM CAP MSL ELEV. 23.590 (1976) • INTHE SOUTHEAST PART OF THE JUNCTION OF UNIVERSITY DR AND CALIFORNIA RD.,43.0FEET E.FROMTHE CENTERLINE OFCALIF.0 RD. AND 97.4FEET SOUTH OF THE CENTERLINE OF UNIVERSITY OR AN ALUt.11NUl.1 CAP ON THE TOP, NORTHWEST CORNER OF A 4.5 BY 7.5 FOOT CONCRETE CATCH BASIN BASIS OF BEARINGS, THE llEARll\lGS SHO\'IN HEREON ARE BASED UPON THE CALIFORNIA ZONE VI COORDINATE SYSTEM BASIS OF STATIONING l'liE CENTERLINE B.C. E\.Y Or CALIFORNIA AVE. IS TAKEt~ AS STA. 135+ 15.86 STATIONS o:ECREASE \'J\.Y > . . 0 . . ) ' I I ! I , ! ; ·,. • ' i - . . . Pl".:OJECT reo. CITY OF IRVINE BG·MC-0337 . . $Kc!Er 2 ' ~OV~ @[? 000~0~~ • 0~ /(; .. COMMUNITY DEVELC)Pi\llENT DEPARTMENT . SEP 4 1986. . <ILJ02.-_ t!/J. ~514S ' " l ' f ( ' ' ,. •' • ' ' ' / 0+5 l.33 ,i M.l-l 22C, RIM -ST.577/ ~ e 1P ii' ;~ "'i!/ d;l> ' , n I/ • • i-- -~. •. ,;-,;_ TVPl=....Z' PE/2 . . . .. 10· CITY Or IRVINE ' ~ PCA,U ,U!? 30<,, 'L '-4.75 .. . ,. . /0' ~-£K. 24"12CP "\ --., • ~ -~ (~) ,,,---- --0~ ( -\ . !J i1 -,_;~-}~ \~ 0~~ . . u • \.._ q'\I ( ~.007oq) (=.007oq) l~ EXIST. 24",ec.pj < "' . •. • -. •. -•<1 • - • ·!R • . j f.c >-. t f.c ~ ;:j ~ 01 " ' " >-. 0' >-. ~ \\j " i:i ~ @ ~ ~-"' !i Cl: ~ ' ~i \I ,Ii I\: ' rn ()'cJl TOPcF AC BE.E'M /0 GUEVEY LINE ! VAR/£5 20.M1N-3 1 '<'i lj '1->-. ~ " " (\ "I-" ~ ' "" ' <:) " c:i lJ -;.. ~ ' '- "\ .; \j\ SI Ill: ' t CAL T.l?A;(JG RAMP U-2 ~ -GAWCUT f ,.;E,UOVE " , ,, 5.75 24 R.C.P STA-:J/2500 TO 57?1. 9104. 73 fiq\f--_r.J_UM_~_~_O._Y1J_S_Ti_"R_U_C_T_U._~_E_ G & RAMP u-z A/7'-S SEE SHEET A/:'? 6 ------ PROPOSED /B" ,eCP. (EAST} FlOVf/ _t _I 1111 I I I I I ii Ii I I I ~I ~1 £YI-ST24"ZCP. BIKE "TRAIL 7WO C4i.TR4,0S TYPE 24-/:2 EY/ST GRATE E!</ST /,ULET ST.e//CTU/2E l l 11 i I I~ EK/5T. 18" RCP('WE-ST) ~''~,Z. II -rwo c,4,!..n?A,{/,S TYPE 24-1-Z ex1sr GRATE ·c,o, ... , , i/0/IJ EX/GT. GRATED /,</LET PLA/4/ 1"=2' -GEE 5/.IEET /4/!? & .. . . . ..... .. . ' •'• 8/KE TRAIL (NO.eTJ.I) AcT.S. TWO ~t.T,84..</5 ryPE 24-/:2 EKl5r.GR4TE 1il .1 '(0 ,.......,.----'--+------+', i-- - , i ..; Gl2c?UT ArlV,VD PIPE I /{//T/.1 1:2 Ml MORTAR FOl(Jtl /A/5/0E O I B.49A..I Fl,U/5/1. I ,<:I ,· .v: .. EK/ST '24".R.C.P. TO PRDV/D:l 5MC0771 I ~ ... ,BeE4K OUT UM/TS ' .I ,A./OTE . ' 8R61k'OVT EY,AST. co,uc. TD APPRo!<. .C./MITS ~,t-iOU/,C/ WIT/-/ l-/4ND ?ZJDZ.5. Tt?RGICVT 57'".EEL R'EI.VR?RC4UG • .LG .V~RY 6cCT/OA/ A-A GECTIOI,./ B-B ~ t/01/..J EX/G1. GRATED //JLET 3/411 EXT. GRAOE P~Y'Jf/00D EK/S77AJG CATCfl 8A5,W /_ K/h'E,U R,4MP ;S La::ATED /,U Th'E CE,l/TER OF CC/RB RE7Vl?,U, IT -SJ.14LL BE GKVVED ,?f./ ,4 h'ERR//4/G- ,BO,UE MT.TERN' ff// ¼}" _ GR'l'./,5; !f? lfz" C!C. GROOV,E:-5 rMR4c.LEc. 7b Cl?OSSW4LK D/RECT/QU SVRF4CE OF R,4MP Sh',4LL /-14VE ,4 Tl?,L/;C/51/ERSE .&?CDMED SVRFACE, {'T.YP) .ae-pRESS MCK S.c:CT/0/4/ A-A . oF-S/D£/U4L,e' 2" < ~ /1/WDE BORDER W/ f,'4" GROVES €'f/4"t?.C. eves f' GUTTER §I-IAND/C,4? ACCESS RAMP DET,4/L 20 ,</.T-S II• /2.B8 , C4TCII BASIN TYPE .JI ffR arr OF IRVINE STD. ?<AN f\1030/ 4 -{"2''p 80LT / .VVT IV/ 11/491/325 .. .-r SECTION A-A A L * S4JYCUT A..VO RE,M7VE 3G7' 24" K.C.P \\ 1rF \"' " ' -fi\ ,.- @). © -~ ·-· I I © .! 0 ,_. '--- • PLAAI ittt II II 5-13·87 .40fJEO G"CURB¥EOIAN c;,7RVINE STD. Zoq .C/,'ANGEO ST,f'UCTljR.4L SECTION TO 045 AC /1.30 .48 4/JOEP JfElNl'ORCcMENT TO CC/RL3rAcEs, .4170£0 WE4KENEI? PlANE JOINTS, ,40../USTED Jjc El.EVATIONS rOR A _J DRAWN BY: ,(J:T.-5. f.R. D(/ST. Z:I SLOP£ rz PROA7SE.O I .<7w : a' TO /3 1 ~Al'JE5 I , 12 EXIS77PG <Sl<?JLE P.ER C/M'//ER,f;/7'Y 0£. ROW.h' G.P Sv:'1. ;;q,1-z-5 ro -STA. /20..,t 60 JOIN EXIST PRoPDSED R/W NATUR4t GRAD£ ... J ( PLANS PREPARED BY: DATE DTD '-l?gben (;:Beiq_,CWillia.mP@st ® r!Assoc:ia.tes 1.1d P~DFUSOONAL ... ~,•ON ... Nu, •~Gm""' • PL,Nl<EAS '1-=f • " •• ., ....... ., ... , """"'"'"" "'"" "' ...... , ., ... .,ti, ' ,,. ' ., "'""' 9 7' ~TA. 12orB7.1onoo STA.IZ~fC,0.00 .UT.<$. UYIVERGITY DR/Ve !=!TA, ;,c:qrzl.37. n:>67",4. /111-42.5& MT.<S'.. 4 SURVEY LINE 48' TO .57' £XISTINO . 4.C , ,;;;URFACE UNIV£1?S/TY OR/Ve STA. /15/75.O2 TO STA. /2O/87. IO N.T.S. 28' S'UKVEY LIA/E -STA. //=1-1-:21/tf!, "Ti, -STA. //6+69. OG ',(,IT,S . IJORTf-1 FORD 48' ,.,., I 1.1~6 IT"\)l,_.. a'ro o' 2.% 12 IZ0/08,50 TO /20/67./0 /IB/4t;.30 To /19 0/.50 UN,-.._ //S/75.02 TO //8 22 . .:3 14 Pl?o= R//U Sec .!MP PLAN FORGR,40/N'i PROJECT NO. UN/l/ERSITY' DR/l/E (~oum) TYPICAL '5ECT/OIJ-5 f D/2A/,U,!/6E OETA/L-5 CITY OF IRVINE 86-MC-0337 ( WIT/I/A/ Tl-IE CITY OF IRVIME) ~----------------------=-----,SHEET-=_.B~-~~::.==._::..:..:..:..:/:.;)/_..:_:2-:::-7") :.._:.._ ______ _ <SEE -SHEET A/E!. & DATE "1 rJ I • I / I • t' ' I ----l--'--+----------------------'--'------f_::Dc:E::s1:::GN'.'.:E::D:_:B:_:Y.:_: =4=. J.=·=tl=. =-t==;;:;;;;"'=j ,-./\ /:,,.;f,,..,'7 'f-. a)' Y; ,cl -'--':-) ~ 4·-'!-5(, • I-DATE ".5 . .20BERr K4LL.6UBAUG/.I J?cr27qg7 DATE REVISIONS ~Du~ @l? -□~~□~~ OF ,& NO. DATE CHECKED BY, 6J4./<;;f3. COMMUNITY DEVELOPMENT DEPARTMENT " . '· i EX/-£7: 2.'/ 121 VAE'/£5 Bl I TO qo / VAR/e,;; t:PCJ1T07B 1 UA/IVERSITY OR/VE S771. /07f099"lro6TA./09-fZl.37 MTG. 5U2VEV LIA/..E Vd.RIES 44 1 VARIES SL.OPE -\/r-t:c,-•7'· •CC· ·ce::•:zn.· l;q;:=:=::':::==;/~. 7=•/4=•~=; .. ~~ / ,I ;q "' "' 17 UNIVERSITY OR/VE STd. /04-f2'1.96 ro STA. /04+,:;q.qq A/. T.-S. TYPICAL SECTIONS ( 11/ITJ//,,V Tl-IE: Cl7Y t?F /.IEWPol2T -13!:At:µ) ( 12' 56 I 44 1 A 2'020.00' 765.B7 1 0 Ui.YC(,11?8FACC 88°88/ 51/,,. 2044.00I' /:378.73 7/tb.7G' R Ni.Y.MEO/4NCF. /0°£5'.58" ?000.00' 3G4. !7 1 182.59' INSTALL PULL BOX PER CITY OF NEWPORT BEACH STD. NO. 205-L. INSTALL 1-1/2" STREET LIGHT CONDUIT. .lJ, (7 ) 837-0070 --3-~0~~'4~~~-ru,-~~~/=-:::-====-"'1'-9-'3G, ~ RoBE£2T &1LLE,l/54UGh1. £?.CE 27'?87 DATE DATE BY DESCRIPTION REVISIONS APP'D. DESIGNED GM. CHECKED .£,B DRAWN £'J2. DATE./ ,/9' .b; le>;.,,; I I PUBLIC WORKS DEPARTMENT I I j -----= ---==- ( I .> SHEET 4 OF I 0 t//J :23/43 ///-!-DO 77.27' ///-1-50 7B.20 1 7909' //2+50 //3-/-00 t30, 77' //3-/-50 114./-00 82.3/' 1/4./-GO //,',-/-OD 83,71' i 84.35' //&-1-00 • i/OIMEX$T. ' ' ' ' ® @ ,@ @ ® CONST. PCC CURB & SIDEWALK RETURN PER CITY OF IRVINE STD. PLAN NO. 202. CONST. CB TYPE II PER CITY OF IRVINE STD. PLAN NO. 301. CONST. LOCAL DEPRESSION PER CITY OF IRVINE STD. PLAN NO. 303. CONST. CONC. TOP SLAB PER DETAIL SHEET 3. CONST. 18" RCP D-LOAD PER PROFILE'. CONST. CB TYPE II PER CITY OF IRVINE STD. PLAN NO. 301 AND SEE DETAIL SHEET NO. 3. , COMMUNITY DEVELOPMENT DEPARTMENT ' , • I OF ti.Al 25/4!3 =I A.ILYCUl?B OF,CSET6 5TATIO,U 0/GTLE~T o~~ //G-1-00 B4.79' //G-1-50 g4.14 ' 1/7-1-00 BZ.24 1 //7-1-50 80.08 1 //8-1--00 r1.qz' //8-1--50 75.7Cb' l/'?-1--00 73.h0 1 l/"1-1--50 71.45 1 /ZO-f-00 &"1.2'9' /20-1-50 67. /B ' /2/1-00 a,4. q7 I /2/+!50 62.BI' 1221--00 60.63' /221-GO Gl.7Z ' /231-00 4"1.'9 / I /231-60 48.o<'t' /241-00 4G.27 1 /241-60 44.4G ' /26-1-00 42.G4 ' /26-1--60 40./32 I 126-1-00 3"7.oo·, .S-13-87 AODED <,",WEDJ,4NCUR8 'I/r'VJNE ST.0. zoq CJl4NGEOSTl?l/Cl'l/RAL SECTION TO 045 AC /.30 AB, AO£J£,D l?DNFO/i'Cc/WENT TO CVl'f.5 FACE'S, .4DtJ!Z.O WeAKeNEJJ PLANe JoJNT.S AOJUSTE'O T,'C EL.e/'ATIOJ/5 ,FOR .5£TTlEMENT. DRAWN BY: DATE -s/20/B"' PLANS PREPARED BY: DATE , JI-I 0 v. -· 17 /. -• I / r, ( f \ --{-• 1-----l---'---+---'--------------------------'+_:D::ES:::IG:;N::E::D,:B,::Y':.=5=·=·=·=1-='3::::1/=S="B="'=-i·__;IJf~~.:~;,JCr--..Wx,,_.L?::sJ-· , -77-BG; DATE 5. ROBE2T KALL,5UBAU0t-l • f?d'':z:'7'987 PATE NO. DATE REVISIONS cHEcKEo av, G.M/5e o.l.':/?G @ @ @ @. @ ® @ @ ADJUST EXIST. CP TEST VALVE TO GRADE. ADJUST EXIST. WATER VALVES TO GRADE. CONST. 18" RCP 0-LOAD PER PROFILE. CONST. PIPE JOINT TO EXIST. JUNCTION PER DETAIL SHEET NO. 3. INSTALL 1-1/2" STREET LIGHT CONQUIT. STREET LIGHT TO BE INSTALLED BY SCE. INSTALL PULL BOX NO. 3-1/2. CONST. GUARD RAIL FLARE TYPE 8 PER CALTRANS STD. A-79A. @. PLUG EXIST. S.D. LATERALS WITH BRICK& MORTAR. A/ORTH r:-ORD UN///ERS/TY ORI//E· ( SOUTH) STREET IMPRO//EMEAITPLAtUS - PROJECT ,{/0. CITY OF IRVIN -86cMC-0337 {WITf-/llJ CITY OF IRVIAIE) -,-_ f---------------------------~SHEET~ID~~ (s□u~ @CS1 OF COMMUNllY DEVELOPMENT DEPARTMENT u'.A./. Z3/45 ' ' I \ ) _- . ' . CD ® ® @ . @ @ @ ® @ i'_J (JJ / 'CONSTR&CT!OA.I PROTECT IN PLACE. . REMOVE EXIST. A.C. PAVEMENT. REGRADE EXIST. RAMP U-2 AND SOUTHWEST CONNECTOR RAMP AFTER REMOVAL OF EXIST. P.C. PAVEMENT TO ORIGINAL EXIST. EDGE OF PAVEMENT ELEVATIONS. CONST. 15" AC/COMPACTED NATIVE SOIL (CALTRANS RAMP U-2) • CONST. 6" AC DI KE PER DHMA STD. PLAN NO. 201. • . , CONST. CONC. TOP SLAB PER DETAIL SHEET. CONST. 18" RCP D-LOAD PER PROFILE. CONST. INLET TYPE "OL" PER CALTRANS STD. PLAN NO. D-72. CONST. LOCAL DEPRESSION PER CALTRANS STD. PLAN NO. D-78. -, ;;,:-;'> L: '.,' l J 110. A B C CURVE 6. R 25°32 1 1411 555.00' 25°32 1 1411 575.00' 25°32'14" 625.00' / I DATA L 247.37 256.28 278. 57 \ i / T 125.77 130.31 141. 64 ;/ 7 6 5 4 / / / / /// . DATE , 3 DRAWN BY, £.R. '3/zo/4& PLANS PRE'PAAEo ev: 2 DATE // (//) l--1!.__f----jl-----------------....;..------------l_:D:::E:::S:::IG:::N:::_ED::._:B.:_:Y1~-5=·:::t/.:::.l:::./.=+=3:::/,=/"5=:::/8,:;:,:;,=-I ---'=-='-'&,;f_"<,""'-J-'..f\:JXY0.-c/='."/e"' -c,f;:.,lc,~:,Y-,cv,f--/--,-,c=---I;·. 'f-~(~ REVISIONS DATE 4. /?0!3El2T ;-AL.LIW6/IUGH £~ 7q,-;7 OAT& NO. DATE CHECKED BY, G.M./-5.8. ~//</?l NORT/-1 FORD RAMP U-2 f U/l/lVERSITY OR. PROJECT NO. CITY OF IRVINE 86-MC-0337 STREET IMPROVEME/VT PLA/l/6 f-------{_W._1/_Tt __ ;t.l,_1/,_~_c._1/_T_Y_. _o._~_li_~_V,_1/M_E_J __ ~SHEET_-~7_ OF /{; COMMUNllY DEVELOPMENT DEPARTMENT t.1./J. '23/48 , 1 _, _I [ 92021 COAI.Ot/CTOn SO✓EOUL.E ,4tL/G LOOP OET CA8LE C/RCU/T ¢1 ¢4 ¢6 ¢.?P ¢4P j2J4 PP8 ¢2 13P8 ¢4BPB ¢6 BPB PPB 4 13Pa Common ///,,.,,-,. SI: Nan,e Sign TOl;tJL Lun,Jna/ra. TOT4L ¢4 TOTAL Condvir Siz:<2 -3 -3 6 -3 3 2 2 - 2 2 -4 I I I I 2 I • I I I -I I I I I -2 I I II 19 14 41 I I 2 C. 2 2 2 3 3 3 4 z 2 2 -2 -3 -3 2 2 5 9 f!JETAIL REO YE:L.LOW GREEN --......--- 0 0 0 ® - - }.51MULTANEOU5 al - "B .-P, "B. ~ 'BIC't'CLE.. f'US\-l BUTTON - ' ' .. .,. A/OTES Tl/IS SIIEET: I. c. 3. 4. s. 6. 7. 8. 9. 10. TRArF/C S'IGN4L ANO ///6/.ltL/,4Y L/G/./T/NG CONSTRt/C'770N S//,4LL CON.FORM TO .5'T,4TE Or C4L/.FORN/A S'T4N04RO SPEC/r7C,4T/ONS ANO .5'7.:4NLJ4R.O PL4N5 (04TE.0 c/t/LY '84-) ANO T/-/E S'PEC/AL P.ROV/S/0./46'_ CON.OUCTOR SC#E.OULE /S FURN/SN"E.O AS AN /NST,i1LL,4TION GU/.OEL/NE ONLY. /T S/./4LL ..BE- TH'E CONTRACTORS RESPONS/13/L /TY TO PROV/OE TJ.IE CORRcCT CONOUC TORS REQUIRED FOR TH'E INTl=NOE.0 OPERATION. UNLESS S/./OtUN OT//E,RtL//SE • /N.OUCTIVE LOOPS S#,4LL BE 6'x6' tUIT/.1 /0' SP,4C/NG /N TH'E O/RECT/011/ OF TR,4VEL. NECESS,4RY S'TR/PING S//4LL l3E LOCATED PR/OR TO .A::JS/ T/0/V/NG OETECTORS. 4LL CONOU/ T .5'/.1/JLL l3E 2 h UNLESS 5/.IOCUN OT.1/ER<L/ISE _ ALL PULL ~OXcS S/.IALL. 8E #5 ONLES.5 .SI/OtuN OT//ERtL//SE. .PEOESTR/,4N /NO/C,4T/ONS .S/.1/JLL BE TYPE 'c"(S'EE SPECIAL P,WV/S/ONS). CONTRACTOR S/./4LL. EXERC/Sc. EXTREME C4RE TO AV0/0 ,Q4M4G/NG EX/.5T/NG UT/L/77ES_ t/NGROUN.OEO S/6N.4L L/G,t/T CONDUCTORS S,t/,4LL NOT SE ..5'.PL/CcO. ,4LL VE,t//CLE /NO/C,4T/ONS .5#4LL BE /2" UNLESS .5/./0tUN OT/./ERIL//SE. /A/ST,4L.L 8 PN'4SE (TO OPERATE 4-P/.l,4SE) #t/LT/SON/CS 820 SYSTEM CONTROLLER 4SSEMBL Y COMPLETE tu/T# OETECT/0/V4S S#OtulV, /NTE$R4L COOR.O/N4T/ON TELEMETRY, ,4/V.O M/SCELL,4/VEOL/5 40A"/L/4RY EOU/RMENT /N TYPE "P" C.48/NET, tL//T/.1 M0.0/.F/ED TYPE .7£ SERVICE ( SEE SPEC/AL ~V/S/ONS 4/VD OEm/L. /Vo. '.s 2 ¢ -3 • S#EET _.!L_ OF ..Lk.. ) _ 7 6 5 4 /.3\ 2 1 . NO. 64 0 0 ® REO 'IELLOW VE#/CLE ,;' PE.OESTR/4N MOVEMENTS PER FUNCTION NEM4 P#ASE OES/GN4T/ON FUNCTION TYPE COORO/N.4Te0 FUNCT/ON * 'OErE'f<!MINE.O e,y IV\A?Te.R _ COM'PUTE'i< -0U-RU•J6 C.t:JOR°Dlt-JATE.O 0-PE-'RATlON r ¢6 s OP OP SP * I /r6 rj --~•I 2r6 rj----1_!_4 __ ! SEQUENCE WIT/I CALLS 0V ALL P/.l.45E6 ' A/OTE /0 0£T,4/l ¢/ JI .v:7 . ~ ¢2P. --.: 20· M '' I' ' I: I' I' '8" I I I: '' I: ' I' '. '' '·, ' ' \ C, ¢4 I I 0 5'xso' _( . 0 ¢2<J+--i ·~/\2 INSTALL R:14-2. Sl<:;"-'-i---111 I /2\ H--Jf--====-- a 0 rl1 C-9-87 ,400£0 fNTERCONNEcr CONDUIT 9 CABLE DRAWN BY: DESIGNED BY: DATE REVISIONS CHECKED BY: 1/nsta//-2'/i'cl /.?Pair - # 22 Tw1sreo', s111d1ded /n7'ercoi?/2<Zc_r Qa.6-& to CEl/,rorn/a Ave. Azr ,0/,zrcont?<ZC/ P.sn, 5/7,z,zf BA of'" /6 ------ r------+--....,... I. N V --,2;,sbs,O'_JTOQ1L~I '11,!ITI..J.,L;,,I N!§E.'-h/L/--__j -~ Sc'"NSOR C/N/T CH',<7NNcL OETECTOR -I t;. /-¢2 #; 2 0 3 2-¢2 > "' I > 4 I /;. 1-¢6 I I 2-¢1 'I ea._ it=' z 0 1-¢6 --...., 3 : /-¢/ () 4 .POLE ,0.4T.4 5/GN,4L No TYPE t.E;VG7JI M4 0 24-3-70 ® /,4 10' /5 30' /A i?6-4-70 30' 24-3-70 0 ' I ;, - - I /-¢4 - 2 c-¢4 3 3-¢4 4 Furvra. □ S<2nsor t/nlrs shal/ brz Rael: Mounr wll/2 lnnzgra/ T/min9 C>p;ebr:///y per 0$,;,r,n;z/ (Call llo/d.-0-5 Sac..l!?in., C,/1 D:z.lay .-0-30S=.111i?) S'pa.cla.l Oz,',zcror Opzral,on .sha# bz, as Ahl.id, o S',;;sl"-"" Sampl,ng -No Oulpur /o Phase t;. Ca// #old * Ca// .Oe/,;,y .MPS.I/. LUM S/GN.4L MOUNT/NG PED Pu'5,<I .&1/1701/~rVLE LOO!T/C:U M.4 W.47T.S VE/41 M,4 PED P//4SE ,A:JLE t;JL/40 E 8 C N TYPE ::,J' S/GN 0 :: DOU.BL€ FACC .6., = SINGLS FACF- 15 250 SV-1-T /11,45 SP·/-C5 4 .5/CU /3' -2.-5 -,--Mac Arlhur-+ 0 TP·/ A!/tLI I S/tLI - 250 2 TJ/-1 SP-/-CS 2 ◊ N/tLI 250 ,--Mac Arlhur -+ O .5//-/-T MAS SP-I-CS 4 /6 ◊ 111/E / s/E 4s S.io<Un 25' Univa.r.si/y A □ MOUNT @ 90° TO S!C::::,NAL A~IV\ *!;,EE 'DETAtL. -IF'4-.., -GHEET ...5J.... OF /b ◊ Bl KE F'US\-1 e.L.JTTON WITH SPECIAL 'S16N ff MO MID-TENON 'R.E.Q.Lll"RE.D Ei T\MlNC:::i C.l'RCUlT"RY (SEE. 'SPECIAL. 'f"f<:OVIS\ON?) DATE 2./6(,, DATE 2/B& DATE 2/e& Utilities shown on the p!an are based on available records. Contractor shall take extreme care in avoiding damage to existing utilities. Contractor shall contact Utility Agencies to determine exact location prior to excava·t,on PLANS PREPARED BY: I TRAFFIC ENGINEERING n:i\ '7erman CONSULTANTS 1 I.!} kimmel and Associates.Inc. P~E.PARED UNDEI! THE SUPEl!VISION OF f./v/Afit,J,,J,l..._~ DATE 7-17· fJ/- HllDEl!T WILLIAM DICKSON ll.C.E. No. 19417 TRAFFIC ENGINEERING ~ 1-terman CONSULTANTS ' \5' kimmel and Associates, Inc. 3300 IRVINE AVENUE, SUITE 180, NEWPORT BEACH. CA 92660 (714) 852-8616 COMMUNIT'{ DEVELOPMENT DEPARTMENT 0 0 . 0 0 + s;t- N • <( I- lf) I uJ 2 ...J :c u I- <( ~ .• PROP05ED CO'-JTROLLER CA.Bl'-JET -.___ SEE'... TRA.FFIC SIG.NA.L _ _. PLA.IJ SHEET ~OF ...!!L -- --- I ' I I Cl7 I I' 1 I I o o I ' " ' " 1:, L,J llb +b8 2 E'-JO E'><.l5T. CURE> la GTR. I llb+b9,04 -------t------------ llb 116 116+b8 z rzo +b8 -(\/ -------------0 0 0 0 + ' v N . 120 122 c:( ln _ _______-J:::::::=======~114--i--------1-----+----_____.L___----+-- 1'20+e,o 2 N 122+10 2 I uJ 2 -...J ~L----- (\I ":::> 0.. ~ "l. ~ -- J2b 125 +40 2 ---------1--------+-------------::I: I.) ~ ~ (\J J ~ ~ ~ ~ ~ ~ ~ 12'1 +40 2 ~llf,PAIIED UNDEI! THE SUPEIIVISION OF f/dl,u}-'1,)JJ! ':s;\,&::::: DATE -S-2C-f7 HILllEl!T WILLIAM DICKSON 11.c.n. No. ~ . TRAFFIC ENGINEERING ,1:j'\ t-jerman CONSUL TAN TS . ~ Kimmel and Associates, Inc. 3300 lAVINE AVENUE, SUITE 1 BO. NEWPORT BEACH. CA 92660 • (714) 852-8616 7 6 5 4 3 & 1 NO. 0 ® @ @ ® FOR GENERAL NOTES SEE SI-IEET el OF 16. IN.STAI.I. #5 PUt.t.BOX INSTALL 2 1/i'CONDt/lT ,f" 12 PAIR#" 22 TWISTED, SIi/El.OED INTERCONNECT CABLE INSTALL #6 PULL BOX ANO COIL 50' OF 12 PAIR # 22 Ta!ISTED, SI/IEI.DEO, INTERCONNECT CABLE INSTAl.t. le PAIR# 22 Tal/STED, SII/ELOEO INTERCONNECT CABLE /A/ EXISTING SIGNAL CONDt.l/T UNIVERSITY DRIVE @ CONN€CT 12 PAIR# 22 TWISTED,SIIIELDEO INTERCONNECT C-4Bt.E IN EXISTING CONTROt.t.ER CAB/A/ET. C,-8 -87 DATE G) INSTAll l/Tll.lTY PROOllCTS U.RC.-600X TEt.EPIIONEPEDESTAl. /N5TAll /20V RECEPTACt.E ANO ~i'Pl..YWOOO MOllNTIA/G BOAROP€R TElEPIIONE COMPANY RE(j)UIREMENTS. p (jj @ INSTALL lf2" CONDUIT f' PULt.ROPE (6 PAIR #" ';. TW/6TEO, S/flElDEO TElEPHONE llv'TERCONNECi CABt.E BY TELEPHONE COMPANY). loZ +'10 4- 129+4-0 2 lol .+4-0 z INSTALL 2' #/4 1 120 V CIRCUIT IN EXISTING SIGAIAf. CONDUIT, FOR RECEPTACL.E IN TElEPIIONE PEDESTAL. . IA/STALL /f/2' CONDllllj 6 PAIR #22 TWISTED; SHIELDED INTERCONA/ECT CA8t.E, ~ c #/fl-, IZOV. CIRClllT FOR RECEPTACLE IN TEt.E,PHONE PEDESTAL. /A/STALL 6 t; le PAIR # 22 TWISTED; S/IIEt.OEO INTERCONNECT CABL.E IN EXISTING INTERCOA/NECT CONOU/T. -DRAWN BY ADDEO INTERCONNECT PLAN {TIIIS S/IEET} DESIGNED BY REVISIONS CHECKED BY DATE K+ .U-8b_ DATE HLG _ /1·_8b_. DATE IHJI) , II -8b PLANS PREPARED BY TRAFFIC ENGINEERING ~ 1-ferman CONSULTANTS \9 kimmel and Associates, Inc. ·' 134-+00 4- J', EXIST. TE.LE.PHO~E. f CO. SERVICE. POINT 13b II 2'lz" PROJECT NO. 6b-MC-0~1 OF I Ii\ ffi "1 °'' "i ~ ~Vi-: l::,. '\,J ~~ 'ti' '-. (I,) ~ • \ ) -· C C r,, ' 01-0" FOR o· s1 •. • _ _, e•-o" FOR 8' 516'fJ. ' -o• FOR ti ~ll::iM <;J:JN'OULE.T -# il MESSAGE. 8JJJM~NA TED STREE r NAME S~GN MAST ARM . . 1zov-.Intr:z.rsd,--r..~-~ ;_,9hf ,n9 --c(,-.. ~ SERVICE IQ/Rl.u:3 DMGRAM --::- I •I II I I I ti t I I II t II 11 I u l,J Y'2' CO-PPE1< G'R.0'.J NO ROO (COMh'lON SeR.VIC.E.) '2.11METAL C.ONOUIT TO POWE:'R COM'Pl'IMY tie.'1-l:VlC.E 'POINT (If;/ ifi/ Tc.sf 8ht:k Shaa:r 4/uminum 41/og <ZAC/osurcz ---, .R:inr n, n=b.? cci,mz,' exkr,or t 1s'' ,, ' 3'1 METAL CONOUIT To *b "PULLeox :;, 0 ----p I ----.:==-7-id' I ,.. -_. - - _. ~,_,_, ---1 ---_ -TO 'F'OWE"R : (5 ,.. l='ANE.L. L-0 .. I ' o I ., ,, ,, : ' IO I• , I JI . I ,p, I I I I 1d1 I II ------------------" ' '' ' I II I 14 II I I I I '2.'/2n METAL INTER- CONNECT CONOUlT 0 - R 'I I I " I I II JI A/I =ndui'l.s pko:,d ,b =r .or confrollzr cribmu lot"Xi h:Jy. CONTROLLER CAB~NET & MODIFIED n'PE IT St:"RViCE 0 0 0 . . Tl/pie.a/ .Tnsfa/1::dion D:zr,,;ul o-r qozc,;:,tl Ooubltz. .Caca: Li9ht-UJ1Z,-9hf- J//1.✓minakd Srrrzaf J./amrz S19n. I : : : .M£5SAG£ I O O O O I l3ACl:'VIElll ·• • • • F.E'OllTV/£11/ • • e • • • -• UGHlWEIGHT POLE MOUN i EU UUM~NA I ED sn =EE I NAME S~GN . . l================·============d= ============================================",r'======~=====~-~======== .. ..-----------------.-----c,.Dpp/cz Ovfkr /5 emp {No G.F.L) ~,---l>,--------------------D•Ca.binaf-llghr .---------<l ~p 7Jir,.:1, R::w::!r v------• I lJLt.: -,,........,_/ I _,,,,, I ,&no o---"---00-......IIJ/S 1--&.-..;;--__ ...,...i..--,, 50A ~ i£~,!>- .4C- JV.IIT. •••••• D • • • • • • .---' I I ' I I L- ~ -----------, • I I :_,..---RVa Rt.I/EL ----------------.., Stop 7in;:1 Otd ._ ____________ __,, F/od. Rrz.l,a9 UC 60.4 ._.,..,...._.Min. .• GABINF:T WIRING i~ ,, I -al lli u ~ 0 N POLE LOCA llON CODE ( Elli\Ci LOCA TIOINI • BY ENGil\l!EER IN TI-CE ~ ) > .• f : I I ---------· ----·--· -· ~-.. 3 I 2 : ----- 1 .... I t-:.J. DATE ~sro~ ---------J Cl<.aau:J OT: +It,:,;) ro~M&-~ .t.✓9nr Ea/~ asn:,;,o'. $:..._CJJ"JCcry Ito F/,=r. t.c.'r.;1}! ½ fQ)lELJA!llL +® S:rvJt:c S9"~I' <> u9A,,-✓G9 S7vl'az c✓n:v✓·.,. ~ e k'.=J✓n . 56-,i,t.h 8£;:,t /20 I': ~ Ci,rv;r---1---r---, . , R LUM~rJA TED 1\/'iAST ARM S~GN \MRiNG D~GAA~,ri !Q)!Eli Aill~ A~!P)l~<CABl!E ONIL W NOulE: <CAlll80) ff»fRI (Q}fM ~IlG~Al ~U\~ Wl}=ll!EW I ~nq?Aill!D u;-,i,,,an T~U t>UPOmllelCtJ a:> 1. ·""'• .. Jl"'t" ... :"".,.-,' ~ ~\'. ... ----,. ., , •• ,._,•,--v--1? ~ii;,, D AtL ' ..-...-.-C -"··-------~I I FM>J:ECT t,O.. Bb·MC-03'37 ~ ·-----------------1 ~-=-- (Q)~ P~¥B~f1 a=-~@ wiVm/iul\ifrf lJt::VELOPi\/ll::NT 0EP1~B\IT \ I 112021 .. ,. A. ,4{./. T.QAF/:IC CONTROl. CVORK F'OR CONS TRI.ICTION .5/IAl.l. CONFORM JV CAlTRAAIS MA/Vt/Al OF TRAFFIC CONTROLS"; OATED /985, CAI..TRANS STANDARD .SPeCIFICATIONS ANO STAA/OA.Ql) PtA~.., MTcO Jt/lY /984-., ORA.PW.A. a/ORK AREA TRAFrlC COA/T,,t:;,O~ (W.A.T.t::../.1.) HAA/OBOOK (/?8SJ AS NOTED ON TN€ Pt.ANS, AA/0 T/.1€ SPl:C/AI. PROVIS/OA/So • B. Alt. t.AA/€5 SI/AL.I.. 13€ M.41NTAIA/cl) AT Alt. TIMES 8.:TtuecN T/IE HOURS' Or 6:00-9.:00 C. AM AA/0 3:00-o:oo PM. OA/ P/EcK 0//YS. ~AA/E C~OSURES S#/lt,t. 13€ AS A/OTcD OA/ THEPI..AAIS. .. SIA/Gt.€ (.AA/€ CI..OSI./Rc TRAFFIC CONTROL OcVICcS S#.4t.l COA/FO.QM TO CAt.T.RAA/S STANOAJ?D Pt.AN No. T-/1 1 OR A.Pl.d.A l'185 WA.T.CH. NAA/.0800K. THes·e TRAFFIC COA/TROl Pt.ANS .SHOW TRArr/C CONTROi,. DcVIScS FOR t.ONG Tf:RM TRAPFIC COA/TR'"! FOR COA/STRI.ICTIOA/ ~/M/TS SHOU/N. /T/S TH€ CONTRACTORS RE.SPONSIB/L/TY ro COA/FO/.?M TO SHORT Te.QM TRAFrlC CONTROL /A/ 4CCOROANCE WITH CAt.TRAN~ "MA/Vt/AL O,t:' T,r;>/IFFIC CONTROl :' OR A.l?tu.A «/.A.T.C/t M.4Alt/At." • £. 11/€/U ,CONSTRt/CTIOA/ 01./TSI.Oc eXIST/A/G STRccr /MPROV€M€NTS SHALL Be ACCOMPt.lSHcO TO ITS M.4Ylt/M, PR/OR TO /MPt.EMEAITAT/ON·OF THE /NIT/Al TRAFFIC CONTROL PLAN. F: SIGN ANO STRIP/NG S#.4ll. CONrORM TO C.4~TRANS l..4TcST "TRAFFIC A#AA/t/At. "; ,/t/l. Y, /964 STAA/04RO ~~ AcO-Af' B, SUN.OARD SPeC/r/C"AT/ONS, AA/L? T/,/c SP€C/A(. PROV/S/OA/S, J ----- - PI--IA.SE. 2·--1----~---t---• CO),,J'Z, T. 111 CON5T. -OELINEA"TO"R ,a.• ~l"f'lj,, O'R OET'A.IL 21 (AS NOTED) ~~ ""~,1€. A '':i·''? i .. ( ' ' 2 l'Z"WHlTC 4 TTPE K 'Z" WH\TE CHEii RON(! 1o' / , f 01!.TA\L ~8 _j I Constmction contractor agrees that in accordance wit-h generally accepted construction ~ practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons California Council and property; that this requirement shall be made to apply continuously and not be limited to norffial working hours, and construction contractor further agrees to defend, indemnify and hold of Civil Engin(?(Z:r, design professional harmless from any and all liability, real or alleged, in connection with the &landSurUC?yOrt •-performance of wotk on this project, excepting liability arising from the sole negligence of design professional. • CS (To MACAA:Tr/UR .75 Ml,) '2; (o" SKIP WHITE UNIVERSITY DRIVE .. 0 No. 19417 " "'' bP ~-30-89 :::.r,. c,v1 l'OEPA!UD UNDEO THE !iUPEOVISIOl\!0 Of ~,lM.$'liJlk:.~DATE ]--17-&'0 lalllDE!!T WILLIAM DICl(SON n.c.~. No.~ es-s,n R!I ETAIL 5B '2 12•w~1TE€ 2r:.,' " -------- .. _;- 28E-) ,--, , OE.TAIL A ,e._ 'ZS 2 OE.:TA.lL 9 NOTE: ALL BARRICADE SHALL HAVE' FLASHERS 7 6 5 2 1 -9 R7 4• 1310A.{RT.J 2 WHITE ~';~• K"" z IT.Yi!RlTE" ~cs(t} "\__Ty pi:; .m: C'l (f) SANDBLAST EXISTING STR/PING,-L£G£NO, OR ARROW AS NOTED. ® PAINT STRIP/NG,LeGENO OR ARROW AS NOT£D, INCLl/OING INSTALLATION OFRI/ISED PAVEMeNT MARKERS P£R STRIPING DETAILS. REMOVE ANO SALVAGE POST. Fl/RN/SIi ANO INSTALL SIGN ANO POST. INSTALL ON L!GIIT POL£ WI/ER£ POSSIBLE. UN/V£RSITY OR/Ve eASTOF LA VIDA SI/ALL Rt:MAIN CLOS£0 BY CIIAINEO ANO LOCKED TYP£ ZIT BARRICADES, C2 SIGNS, TYPE-N (R£0) SIGNS ANO AOVANC£0 C3 SIGNS PLACeO AT .!JOO'ANO GOO' W£ST OF LA VIDA C£NT£RL/Ne. BOTII WIT/1/N MEDIAN ANO AOJACeNT TO SOl/TII Cl/RB, 1/NT/L UNIV£RSITY OR/Ve £KT£NSION JS COMPLETED £AST OF LA VIDA. .. .• PAINTING Or CROSSWALKS SlfALL BE COOROINAT£0 WITH .INSTALLATION OF TRAFFIC SIGNAL. lfEVISE TlfAFr!C PLAN Sll££TS 10 -13 DATE DRAWN BY, -t+ CB 2./8(,, DATE o•s1GNeo av, 1-1>v✓. p, z/ar,, DATE NO. DATE REVISIONS CHECKED BY, 1-J. L .G, 2 /81,, .• PLANS PREPARED BY: TRAFFIC ENGINEERING ti'\ f-lerman CONSULTANTS \!SJ kimmel and Associates, Inc. Y 3 FLAG.TREE. E SIGN t " TY?E JI SARRICADE I, SIGIJ ; • "i"YPE m 6ARRICA.OE. I; SIGN 0 .,,_ CONST. OELINEATOR 'PO&T NEW OR TEMPORAR'f SIGN D ,. . • PROJECT NO. Bb-MC-0337 ' ,. ' . ' . . : l -• ' -_I I \ I 92021 0 .. I ,,,p ..,.,-----,J'--, PHA.SE I CONSTRUCTION ~ :::,:::.::----.::::::::::--::::::::::::::::::===========1--- DcTAIL "A"@ zs' c.c.-------. (SEE SHT. lo) 0 10' C -C (SO LF'.) ' 'I r 0 0 0 I "" 0we1(so'c-c) " E.Xl-&"T. T'RAFF\C:.. '516.NAL s OE.TAIL 2'=> (STA. 1'2bf00 WESTERLY UN I V€RSl7Y +o STA.. , ec +soJ I C 2'1 TYPE-N we1 <>-~---,1~---t PHA.SE :C CONSTRUCTION E ws(L+), wb(so) 4 C 2"1 E. R1~ T'<'PE-N W5 (Lt.) C-17 (25) 4 DET,A...\ L 'A. ~ 10' C..C. (Sheaf _LQ_ ) C20(Rt-.) Cl7 EXISTIN<S ME.DIAN AT SO' C-C(DETAIL"A') 4 C20(RfJ S OE.TA.IL <;!) (STA. 162+00 'RAMP TO STA. IBO +00 UNIVERSITY) W81 ON TYPE llI BARRICA0E(4 Mil.I.) ffi .• \l\ESS!0,t4, 'llilliall/ <?. ~ <".: ~~ "-',;. "' "" 0 "" 0. 19417 " ,, hp 9•33 89 * ' CIVIi. OF CAl.l' Pflfi.PA~fO UNOfll Tllfi SUPfillVISION 0~ ~itkb-5.:2dwr DAU 1-11•G~ IIIL JfinT WILLIA~ DICltSON n.c.n. No. 19417 TRAFFIC ENGINEERING .• 7 6 5 i:I G-IG-87 A/07€3 '?'HIS $#t€~T.: @ 0 ® cX/ST/NG ro ReMA//V TR,,1rr/C CONTROL S#ALL CONF0.1?.M' 7V ,4.P.d/.A. U/.,4.TC./-/. (/985) MANI/AL OF TRAFF/C CONTROLS$ /NCL0.0//VG FLA6MAN Q?NTROLS. 0./AA/GcS TO T#/S PLAN S,1/ALL -Sc' APPROVc.O 13Y Thi£ C/TY O.F /R///A/E. /A/ST.ALL OR PL.ACE 7l<AFF/C CONT~L ,0£V/Cc .( S/6N ANO A/€11/ OR TGMPORARY S/6N .4/VLJ ~T. SAA/DBLAST €X/5TING TRArFIC STRIPING, t.EGEAIDS, ARROtl/S A,.(/0 RcMOVe ,{)A/SEO PAVEMEAIT MARKERS AS NOTED. K-R.4/L OUE TO OROP-OFF NEXT TO TR.4YEL WAY(IF 4:/ CJ/OCKER IS NOT M4/NTA INEO.) .• PLA,4.;; PREPARED BY: .• REVISE TRAFFIC f'LAN SIIEETS I0-13 \, ~ -t\ I DATE TRAFFIC ENGINEERING 4-ARROW BOARO Cl7 Ex'.l~T. TRAFFIC. =l~NAL. C20(RT) If .I\LL BARRICADES S'1ALL /-/AVE FLASHERS \ . • PROJECT NO. TRaff It.-[UM1~ijl PlaH _:ffG_3jC:{23_3L~ // I 6d ti~~~~I a~~r.~~~~~;~~es, lnCo DRAWN BY: :l(t :Nuo _?,j_f>C, ----· tfi\ 11ermzn CONSUL TAr,.JTS, • \9 kimmel 2nd Associates.Inc. Mtr. ~ RTUU~ ~lVb. @, U~l\V[~~!TY b~\Vf SHE~ET ~ 3300 IFlVINE AVENUE, sum:. 1 l:ICJ. NE.WF'OFii SE.t.c;..;, CA 92660 ("114) 852-8616 2 1 NO. DESIGNED BY: DATE AIEVISIONS CHECKED BY: DATE ] 2/6~ ~ATE 218& ~□¥V @I? □~VD~~ COMMUNITV DEVELOPMENT DEPARTMENT / 2-TC . . :I I ·"\. \I . 92021 r="------------------------------------,-------------------------------------------------,----------------------------------,,, _________________ _ FOR DETOUR SE:fi DETAIL BELOW C 30 BARRICADE WITH FLASHERS \[)OUBLE YELLOW TEMP. \STRIPING • ., 0 A'RROW BOARD • • • :¥ \\ 4 DETAIL "A. ZS• C·C \_TYPE 1IT CZ TYPE N C5- I I I I r I I I I I '/ •.. I ,', ,1 I ,' l I I I I I I " ' "' .-0 , • . • ~"OETAIL SI ------r"f'/,, l \.:..) (~TA IB"2 TO '!:>TA 164) (COVER TCMPP E "1.b I 3+?5 SAWCUT $-~~l.f-Nlf..f_L;,,i JOIN 7 0cie 4 Cl -OETAtL q 5 (?TA l'i!I-Z. TO} ?TA l'?."Z 4-OE.TAIL 21 (OE:TOJR TA.PE.) , DETAIL ,.A" 4 ("z.e,' C.·C) , I I ' •/ ' ' ' ' ' ' : : . ' ' ' ' ,. : . ~ ' . ' : ~ -~ ' . ' • • I . . . ' ' ' I // I I . . / / 0 / / • /Rl7,C5! 5 OE.TA.IL '::'l ( STA. 182 TO STA. 1"2°2) 4-OE.TAil. 21 (DETOUR TAPE;_ o o , 0* 4 VETA.IL 'A' @ 100' c.-c 4 DETAIL 21 -{DETOUR TAPE') ---~----------------~ ----~------- 4 C '21 01<' C'2O @ 50' c-c. Ce,( f )(STRAIGHT} 4 ARROW BOA.RO 0 0 = • '"" 4 C21( lc.1+00 WE,,,TERLY TO 18"2 +oo (RA.MP) 100' '5-PA..CING, OR AS 01 RECTE"..D NOTE; ALL BARRJCAJJE SHALL ijAVE FLASHERS. l?T. 73FWY. £X/ST. 5/GNAL PI-IASE. n CONSTRUCTION PHASE ID CONSTRUCTION REMOVE ASPHALT AT PHASE ill IA I C2 TYPE N (3) E 6 , \ SEE: S1/EE:T 10 FOR DETAILS) DETAIL FOR DETOUR Exp. 9-30-89 !'WED UNDUI TIU SUPERVISIOl\l OP j 1w1.4., °'P~ DIITn 7•(1-BG HllD~llT WILLIA~ DlCltSON 11.C.~. No. 19417 . ---~ ---... , n,-,.r . -L...1 ..,_., ... , ,,. ..,_, © :ri~~~I a~~,;;~~-;i~~es, Inc. ~oc: ,·,•;;:;-• '"' .. ~(t;~) •;5~-8~;6, ... __ : ,.·,. v•• .;:. >bO e,;-q71 7 6 5 2 1 NO. ·' DATE @ 0 0 @ cXIST/NG TQ RcMA/N' TR.4.F.FIL CONTROL SN.41~L CON.FORM TO ,4,/?CU.A. U/..4-T.C#. (/.985) M-4/1/t/AL OF TRAFFIC CONTROLS~ /NCLU.0/NG FLAGMAN Q?NTROLS. 0/.4.A/GES TO TN/S PLAA/ SA/ALL 8c APPROI/E.0 ,BY T.4/E C/TY OF /RV/Ne. //VST,4Ll OR PL,4CE TRAFFIC CONTROL L:JEV/CE 4 SIGN ANO NeW OR TEMPORARY S/6.N A.NO ~T. SJJN013UIST EX/STING TR,4.FFIC STRIPING, LE6EAl05? 4RROILIS, ANO REMO//E RA/SEO P,4//EMEA/T ,-MARKERS. INSTALL S/6::,N 4 PO.ST. PAINT TRAFFIC. STRIPl/1/6, LE6EN.0, ARROIUS,, ANO /A/STALL. R4/SED PAVEMENT MARKERS. CONTRACTOR S/.JALL PROVIDE COAJSTRUCTJON PI-IASING FOR MIAJIMAL CLOSURE OF LANES.IF TOTAL LAN£ CLOSUR£S ARE Nl=CESSARY, COAJTRACTOR .SJ./ALL PROVIDE REPRODUCIBLE TRAFFIC CONTROL PLAAJ FOR CITY APPROVAL.CLOSURES SNALL BE ALLOWED DURIAJG TIM£ APPROVED BY CITY. ,, DRAWN BY: ftw'u REVISIONS CHECl<-:;D BY: HL§ DATE 2./B<,, I DATE 2/Sc.. DATE 2/8<,, PLANS PREPARED BY: TRAFFIC ENGINEERING n:i\ t-1erman CONSULTANTS \y Kimmel and Associates, Inc. 1'.5-i _________________ ------·-----.1~ -::---·:,::::; __ ~;-:-, --.;;;;··=1=· =···=1· ~#-. .. 'J E.Xl~T. T'RAFFlC.. 616NA.L IP'f=n&\~~ M PROJECT NO, l~~ff I[ [~t!l~fil Pl~M ~ 8b-MC·0337 ~n • ~ fi I\ Tlllll\ 1\1111'. ,111111.-11. ", ... ,' • ... ,- IJIAL AK I HUK l)LVU. @ UN\VtR~I I y Dl~\Vt SHE;_]??, -- @~trW @~ ~[%¥~tra~ COMMUNITY DEVELOPMENT DEPARTMENT 1/01- "l ~-' i I ' ,---- / \ I .. ,, J ·" i 92021 'i 'i f' 0 0 0 TYPE: 1Ir C 2 TYPE N C5 - DOUBLE YELLOW TEMP. STRIP/NG 00'=.TAIL 21-(DErOUR rAPE) • • • •f+. "' . • ~I: C, DETAIL '',,,:.' ~ t V@ ?O' c-c • • 0 ~0 WHITE \ (DETOUR TAPE) -" I 0ws(Rt)Wb(1S)~ it • / 01JE.TAIL "Z."Z. I I I .,, fr f/ f-;;'\. 'OETAI L ''A" ~ @ IO' C. • C. I I C 30 ON 8ARRICAOE WITH FLASHERS .. NOTE@ _i __ _ ---;::::----lib-- • • • IRl7, C5 ♦ 0-oETAll--Z9 I b I -- • -- b OETAIL "21 (Ve.TOUR. TAPE:.) --- • PHASE: lII CONSTRUCTIO!J --~1--------NDWORKTHIS AREA NOTE@ 1-JOTE. 4 C. '2.7 @ 100' c.-C, IF NEC..E~':>A~"< ffi RAMP CLOSED SAT. ___ _ SUN. ___ _ (2 WEEK ADVANCE NOTICE) E.Xl-bl. TRAFFIC:. Sl6NAL PREPARED UNDER THE SUPERVISION OF J/_Jj...-i,;,_?4-fa « 6 DA TE 7 -!7-Sb HILBERT WILLIAM DICKSON 11.C.E. No. 19417 • TRAFFIC ENGINEERING ~ 1-1erman CONSULTANTS ~ kimmel and Associates, Inc. 3300 IRVINE AVENUE, SUITE 180, NEWPORT 'BEACH. CA 92660 (714) 852-8616 7 6 5 C,-/C,-87 3 2 1 NO. DATE ct • 0 DETAIL "p:_ @ 100 C-C -4 OETA\ L 'Z.l ('Oe-rou~ TAPE:i:) 4-WII '"' ----------------------------------------------------------------------------------------------------,.---------------------------------------------------· NOTE: ALL BARRICADE Sf/ALL HAVE FLA SHERS. NOTE® EX/ST/NG TO REMA/N FOR GENER,4L NOT.ES SEE S#E.ET 10 OF 16 _ TRAFr/C CONTROL S.ll,4LL CONFORM TO .4.?.CO: 4. U/.,,4.T.C./✓. (/.985) M.4Nt/,4L OF TRAFF/C CONTROLS, /NCLU.0/NG FLAtSMAN Q:?NTROLS. 0/AA/tSES TO T.11/S PLAN S'#ALL Z3E APPROVE.0 .6Y Th'E C/TY OF /RV/NE. /NSTAL.t. OR PLACE TRAFFIC CONTROL ,OEV/CE 4 S/6N ANO NEW OR TEMPORARY S/6N ANO P~T. t.AAIE Ct.OSI/RE FOR CONSTRt/CTIO/v ON N/.8 /Y.4CAJ:?T#t/R .BLVO, TOt/A/IVERS/7Y DRIVE O.F.F-RAMP S#ALt OCCt/R ON tVEcKEAI0.5. REPA/AIT RAMP ~GORe PER STRIPIAIG Pt.AA/ SHEET lh . /;'AMP CtOSt/RE S.IIAt.t BE PER CAt TRA'AIS STD Pt.AA/ T/4. PA/AIT TRA.F.FIC STRIPE, LEGENP, AA/0 ARROU/S AS A/OTED. IAISTAt.t. SIGN If POST AS NOTED. REt.OCATc SIGN AAID POST. CONTRACTOR SJ.IALL PROVIDE CONSTRUCT/ON P!-./A.SIA/q FOR MINIMAL CLOSURE OF LAN£S.IF TOTAL LANE CLOSURES AAE NECESSARY, COVTRACT~ SHALL PROVIDE REPRODUCIBLE TRAFFIC CONTROL PLAN -FOR CITY APPROVAL.CLOSURES SHALL B~ ALLOUJED DURING TIME _APPROVED BY CITY. • • PLANS PREPARED BY; REVISE Tlf'/IFF/C PLAN S//EETS 10-/3 ' ' ' f 1.._ .. \ ' •• ' DATE 2/Bb DESIGNED BY, -!JvJ.D REVISIONS CHECKED BY, H.L.E, DATE 2./0&, DATE 2/86 TRAFFIC ENGINEERING ,t:jj t-terman CON5ULTANTS ~ kimmel and Associates, Inc. ,. 4 Cl!'!> ------- - - - ------- - - - ------ ------I~ -· --- E.Xl?T. TRAFFIC. 5l6NA L I / i ! ) ; . ' ' PROJECT NO. 92021 GENERAL. A/OTES A. B SIGNIA/G A/VO STRIP/NG S//At.t. CONrORM TO LATEST CALTRAAIS TRAFr/C /4'ANt/At. T/IESE Pt.ANS, AND T,#E SPEC/Al PROV/S/ONS. SEE CAlTRANS .STD. Pt.ANS Aco~A{"B FOR STRIPING DETA/t.S, /AICCt/OMIG /A/STAt.t.AT/ON OR REMOVAt. OF RA/SEO PAVEMENT MARKERS. • • P.Q/0,Q TO F/A/At. ACCEPTANCE OF STREET /MPROVE"MEA/TS, .4t.t. STREET STRIP/NG AA/0 STEA/Cit.ING a'IT.h'MI T/IE Pl:R/METER t:'rCOAI.STRt/CT/0....V PRa/ECT a//t.t. BE • RESTORED TO 'Z./Ke AIEalH C,ONO/T/ON, /NA MANAlcR MEETING T/IE APPROVAl Or T/IE CITY /A/SPeCTOR OFC/TY OF/RVINE Pt/Bt.lCa/t:'RKS ,0€PARTMEA/T. C /I/HERE POSS/Bt.E, SIGAIS S//ACt. Bl: MOt/A/TEO OAI t.t/M/NAIRES. POSTS ,WT/IE CITY OF IRVINE t./MITS S//Alt. 8E 4-"><4. BROWN ST.4/NcO REoa-'00.D. 0 "1ll SIGNS AA/.D STRIPING S/./At.t. 8€ RErl.ECTIVE PER CAt.TRAAIS SPEC/r/CAT/ONS. STRIPING S#ALt. BE R€PA/AIT€.D TtVO a/ccKS AFTER /N/T/At. PA/A/T/AIG. E. SAt.VAGE.D SIGNS AA/0 POSTS S/./AL(. BE REt/ScD tv,6/ERE POSSIBt.E OR DEt.lVEREO TO CITY O.F /RV/AIE MA/NTEA/AAICE YARD. • F. CROSStl/At.KS AAIO L/M/T l.lAlcS 5//At.l CONFORM TO CITY OF /RV/Ale STD. Pt.AN. 202 . • .. P~E-PARED UNDEll THE SUPEllVISION OF 1./...lY."tJ.J.L~ DATE '7~17-E/& HILnERT WILLIAM DICKSON n.c.~. No. 19417 TRAFFIC ENGINEERING - .• ,1:j"\ Merman. CONSULTANTS \!SI Kimmel and Associates, Inc. • 3300 IAVINE AVENUE, SUITE 180, NEWPORT BEACH, CA 92660 \714) 852-8616 7 6 5 '30" R! (WME:RE. NOIE;O) •• .. -, " JJO SCA.a-E. . • OE TAIL I • (i) PAINT MEDIAN NOSE w1n1 w1-11Te." sco.;..C1-1uTe" sJ:1.A..Mo - REFLECTIVE. !_IQUIO. CODE 72,lb OR EQUAL. @ tt,,J5TA..LL POST WITM VE.RTICA.1._ TYPE. N~I MA"-1:l<ER, ~1 0 R'IO A.(~T} AS SHOWN ON PLAN 'OETAllc. "Ji,.!'• (;°"\ lt,.JSTAJ.L YE.LLOW QIE.f:'LE.CTI\IE. h1.0.Rklt.JG ON ~ONT F'.A..CE. \.::,J 0~ MEOl,c.J,,J CURS NOS€. -':) STAIPS (4"~ IQ') OF :JM,#:-5871 Ml~ lt,JTEMSITY GRACE. SCOTCH LIT€ MIGM TJl,,,CK AQ1-IE.SIVE. OR EQU.A..L .. (RAISED MEOIAN SIGNING) .. PLANS PREPARED BY: . _ ---· ___ ---------------------j -··• '1 DATE 4 3 >-==;:=:~=---+-----------------------.. --,. ,-',!.-·----+-------------~ ----. ------·--. DRAWN BY, .\:,-t-CB_ --+~li,<e I TRAFFIC ENGINEERING l1f1 t-terman , CONSULTANTS \5' kimmel and Associates, Inc. 1 NO. DATE REVISIONS DESIGNED BY: ttWD DATE CHECKEDBY, H.L.§, 2.(8fo .• o-=> --g I I .. .• PROJECT NO. ' i '' , , ' . I :.·' J 92021 . . ---- 4" WHITE: -----... ------ ------------ --~ 7 --- ----------------Ii --7 ----:; .• .• uJ 4 wel,TYPE-tJ \!I 0 cr--ji Ill - -----------1 -. ,oe ----I ----~\ ✓i::---, ------\ v? ---2 4-" W~\Te. I <./" 2-"S1GNA..L AI-IE'..P•,:O" uAftV!RSlr '/ @4"WH\TE. JOIN EXISTING u. o_.-17 w \!I 0 ul PREPARED UNDER THE SUPERVISION OF 7W1/Jk-£,1& -DAtE -r-1'7-9'£ HILDERT WILLIAM DICKSON R.C.E. No. 19417 TRAFFIC ENGINEERING 4 WBI, TY'PE.-N .• 7 6 5 4 3 ~i;erman CONSULTANTS ~ kimmel and Associates, Inc. 2 1 3300 IRVINE AVENUE. SUITE 180, NEWPORT BEACH, CA 92660 (714) 852-8616 NO. • DATE . . JOIN E.X15T. - ) \ ( 0 0 0 /8 Rcb (SPECIAL) < o' 61 0 61 ...... ~ --- s' . . 1c:,' 0 12"WHITE / '3/2 T'<P V'1R. " 112 r0 RIO(Lt.) / e DETAIL'=> ~ ~ R1 1TYPE.-tJ R34-2 ' \ 2 12" W'11TE CHEVR0IJ @so•c-c DE.TAIL 29 / I I -I ~0' TR N C. "'t"WHITE I iv I "' -f 2 ~ "' Q Q T\~ \ e, 1!4 • 'g I I I . . I • -t ~4"WHITE \ (!'STRIPG- IZ'GAP) 2 ,o· 1d 1z: 7' "' m 70' \ \ l J, I I 2 OE,;fAI L -Z.9 I I -- i-3 ,_ lrb I I - I --I - 2 DETAIL 2b lJ-Rcb (SPE.CI ... LJ '' NO 'PA..'RK1"1.G. E.l•JTIRE. BLOCK~ MAC.ARTHUR BLVD. OVERP;>..SS BRIDGE. A/OTES Tl-1/S S#EET: 0 cXISTING TO R€M-41A/. SEE GEAIERAl. NOTES:, SHEET /4 0 SAI.IDBl.,4S T EXISTING STRIP/NG, ~EGENC>i OR ARROU/ AS A/OTED. ® P,,4/,VT STRIPING, tEGEND. OR,4RROtll AS NOTED, INCl.t/0/1/G /AISTAl.lATION OF RAISED PAVcME/1/T MARKERS PER STRIPING DcTAll.S. @ REMOVE AND S'-4LVAGE SIGN' -4...VD POST, AS A/OTED. I/) I . w < -.J :r u I-t @ Ft/RNIS/1 AA/0/NSTAl.L SIGN AAIOPOST. I.A/STALL OAI LtlM/AIAIR€tf///ERE POSS/Bt.E. ® RcLOCATc SIGN AAIO/OR POST, ASA/OTED. @ REMOVE CONFllC'TING STRIP/I.IG,. lEGEAl'DScf'ARROtuS(EXCEPTAS NOT€0AS @) FRO/Yl PHASE .Z1I TRAFFIC CONTROZ. PLAN • (j) Rc6 SPEC/Al PER CITY SPECIFICATIOAIS. @ SEE. TRAFFIC Sl6N,4L Pt.AN~ SN'EET 8 .• . . ., FOR AOD/770N4L S/6NS. .• "------0 R2b SPECIAL DATE DRAWN BY: K+•08 2/86 DATE DE~IGNED BY: /HJJD 2/6{, REVISIONS DATE CHECKED BY: !fl,S 2/61, ' PLANS PREPARED BY: TRAFFIC ENGINEERING © t rman CONSULTANTS Immel and Associates, Inc. TR!f flt ~\GM\NG ·~ ~1RIP\N6 Pl~M UM\Vt~~ITY D~\Vf PROJECT NO. 8b-MC-0~7 - SHEET !~ !-----------------------,-----, ~ouw -@~-□~'07□D'~rn: OF n6 COMMUNITY DEVELOPMENT DEPARTMENT L/02-, -' ' ' '-' f l Tr ' -' .. 92021 0 0 .. + c- ' 4. l;; uJ 2 ..J :( ~ <! ~ .• .• -., '!: - "' "Q 4-R'11 TYPE -N 2 DETAIL 'A {Shaaf ...M..) . . • ""?.p...N. \"e,0 :} c.---, c..--, 2 DETAIL 2":> .II) "' ~ 2e E OE.TA.IL 2~ 0 R'1,TY'P_E-N C:) OE:TAIL "A . .' ( .S//eer .J±) .Mlt-.J. 12.' .II) .JOIN E.X.1'5TING ..... so' FL,C,...R'E; i!' ~ ~=========='':;;:1e'==~~======#±=====~====~1~•o~===='f==~~=±c==========d==-----------------------------..:_--==============12=b===================li:, ~ 2 122 124- rt' -<1- JOIN E.Xl5T. '2 OlcTAtl '2'cl 2' 4-" WHITE. .• PREPARED UNDEI! THE SUPERVISION OF 1wh,tr1,J,l;,.._'f";,,,t,..,-DATE 1-11-6., HILDERT WILLIAM DICKSON l!.C.E. No. 19417 . -- TRAFFIC ENGINEERING tl'.i'\ 1-1erman CONSULTANTS \9 kimmel and Associates, Inc. 3300 IRVINE AVENUE. SUITE 180, NEWPORT BEACH. CA 92660 (714) 852-8616 65-'<>1 ,_ \ ~W79 7 6 5 4 3 2 1 NO. DATE -· • JOIN E.)(.IST. STA. 19:1 ± =IB'-=-_ N/B OF RAMP ---r--7------------------- ----- ------ - - - - - - - --- UNIV€RSITY Dk?IVE .• REVISIONS A/OTES Tt/lS SIIEET: @ EXISTING TO REMAIN. SEE GENeRAl. NOTE.S, SHEET 14 0 SAJIOBt.AST EX/ST/NG STRIP/NG, .CEGEN..q ORARROtl/AStVOTcD, ® PAINT STRIPIAIG, l'EGEN.c>, OR,</RROt<I AS NOTc01 IA/Cll/0/NG INSTAt.LAT/0,V OF RA/SEO PAVEMENT MARKERS PER STRIPING OeTAlt..S. @ REMOVE .,IAIO SALVAGE SIG,V ,</A/OPOST, AS ..NOTcO. @ Fl/RN/SIi ANO /NSTAl.l. SIGN AND POST. /NSTAt.l. OAI ~t/M/NA/RE tv/lERc POSS/Bl.€. @ RELOCATE SIGN AND/OR POST, AS AIOTED. @ REMOVE CONFl.lCTING STRIPING, l.EG ENDS tf ARROl.l/5.J EXCEPT AS NOTED AS @ .• DRAWN BY: ¥-t- DESIGNED BY: HWD CHECKED BY: f!LG DATE 2/86 DATE 2/81,, DATE 2/8~ PLANS PREPARED BY: . TRAFFIC ENGINEERING © t rman CONSULTANTS Immel and Associates, Inc. .• I _./ . \ 4102.. .• ..J :( u I-<( :E: PROJECT NO. 8b-11C-033t • I \ ' i -- :.I ~ i