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HomeMy WebLinkAboutT_5595_ACONSTRUCTION PLANS FOR THE UPGRADE OF TRAFFIC SIGNAL SYSTEM ON CAMPUS DRIVE FROM MACARTHUR BOULEVARD TO JAMBOREE ROAD ,. '· 4. ,. ,. 7. GENERAL NOTES: ALL WORK SHALL CONFORM TO IBE MOST CURRENT EOmON OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFlCATIONS, THE CALTRANS STANDARD SPECIFICATIONS (JULY 20026, ~~=JK51~1~~~?H.PkfiWuA~lULXJ0~7fi.e:1~ ~~§bIftL~TRAFFIC c NTROL AND MOST CURRENT UBC UNU:Ss sPe:c1rn:o OTHERWlSE IN THE CONTRACT SPECIAL PROVISIONS. THE CONTRACTOR SHALL TELEPHONE THE Ctn' OF IRVINE INSPEC-TION (949) 724-6505 ANO THE CITY OF IRVINE TIVJ'FlC OPERA-TIONS (949) 724-7649, AT LEAST TWO WORKING DAYS (4B HOURS) PRIOR TO STARTING CONSTRUCTION, ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO SURFACING OF STREETS. THE INSTALLATION OF ALL UNDERGROUND FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE PRE-APPROVED BY TI,E CITY ENGINEER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITf TO AARANGE FOR AND COORDINATE THE RELOCATION OF /.N'/ EXISTING UTILFnES DEEMEO NECESSARY BY THE PROPOSEO IMPROVEMENT. WHENEVER ff BECOMES NECESSARY TD 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. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY i~~H~x~rooNR °%rt~ ~J1? l{;NgJrR~~g~~ M~li.rE~oh~ ~R~~~~D w6~~iE ~ p~)B~·\6 'fmlJllVAtb3J tJ LOCATE EXISTING UTILITIES. ALL CONCRETE WORK AS SHOWN ON Pl.ANS JCURB &: GUTTER, fil:01~~n?lAIJR~~fH ~7JNNiiLfri'. ~Wirf~cK Cf{,p~~~EMENT OR 6 SACK TYPE V CEMENT, UNLESS DEWED UNNECESSARY BY SULPHATE CONTENT TESTS AS APPROVED BY THE CITY OF IRVINE. 8. CONTRACTOR SHALL OBTAIN ANY REQUIRED 0.S.H.A. PERMITS PRIOR TO ANY EXCAVATIONS. 9. ARROW BOARDS SHALL BE USED ON /.N'/ LANE CLOSURES ON ARTERIAL STREETS. 10. SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB AND GUTTER. SLURRY BACKFILL IS REQUIRED AROUND ALL MANHOLE CONSTRUCTION WITHIN PAVED STREETS. 11. ALL WORK WITHIN STATE RIGHT-OF-WAY AND TRAFFlC SIGNAL WORK SHALL CONFORM TO CALTRANS STANDARD SPECIFlCATIONS AND IS SUBJECT TO STATE INSPECTION. 12. CONTRACTOR SHALL VERIFY ALL EXISTING CONDm□NS AND OIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WfTH WORK. 13. A1.L WORK SHALL CONFORM TO THE PLANS ANO SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER, t4. PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE, EXISTING SURVEY MONUMENTS SHALL BE NOTED AND DOCUMENTED BY THE CITY'S I.AND SURVEYOR BEFORE CONSTRUCTION. IF MONUMENTS ARE DISTURBED DURING CONSTRUCTION BY THE CONTRACTOR, THE CONTRACTOR SHALL PAY THE CITY'S LAND SURVEYOR TO RESET SUCH MONUMENTS, UNLESS OTHERWISE SPECIFIED OR DESIGNATEO, 15. CONTRACTOR SHALL CLEAN UP THE PROJECT SITE AT THE END OF EACH WORK DAY. 16. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO EACH PROPERTY ADJACENT TO THE WORK AT ALL TIMES. NOTICE TO THE CONTRACTOR: LICENSE REQUIREMENTS: THE PRIME CONTRACTOR FOR THIS PROJECT SHALL HAVE A VALID CLASS "A~ OR "C" CALIFORNIA CONTRACTORS LICENSE PRIOR TO CONTRACT AWAAD. ~ L TOLL FREE 800-227-2600 l.£1,ST TWO DAYS BEFORE YOU DIG llNDERGllOOND SEIMC£ iURT or SOOTIIERH QIUFORtM ' 5 4 ' 2 NO. DATE REVISIONS ENGR. APPROV. "-'TE CIP NO. 334030 ' 1-~--;f""'pt--_l U CITY OF IRVINE LOCATION MAP ,s i!i ~ I~ ~ a! I tAVI! I ~ ~ WORK TO BE DONE: 0 ® CCTV CAMERA SYSTEM ANO MPEG TRANSMISSION SIDE-MOUNT CABINET FIU TERMINATION COMMUNICATION SWITCH ANO BRACKET 4"C TO SIDE-MOUNT CABINET, MODIFY CABINET BASE ~ ' ., """ @Flu 0 ® © r?tliL P1'½t6 tib8EiAfll.ES 'IRAFFIC SIGNAL. INSTALLATION CC1V MPEG TRANSMISSION INDEX MAP PLANS PREPARED SY: Mrr ~ TETRA TECH, NC. DRAWN BY: SOI '(M INFRASTRUCTIJRE SERVICES GROUP Mrr !$HI I.MlJNO, CNl'YON RO,lll. SllJ!E WO OElllGNEO EIY: WJB 0/M IRWIE, t,!JfOR!fA gn1B {~g) 7U-70fl ~rr ~~ C~ECKED BY: "'' 0/M .5/1~/04 Mrr APPROVE'O BY: CITY ENGINEER (IRVINE) APPROVED EIY: MARK CARROLL R.C.E. No • .l1~Hi DATE ~~ATION ~ (NEWPORT BEACH) APPR0\11':D BY: KEKOA ANDERSON RCE 53893 OATE RECO!JEN0€0 8Y: RICKNlD EDMONSTON R.C.E. No. 22045 INDEX OF DRAWINGS SHEET NO. DESCRPTION TITLE SHEET 2 3 4 5 6 7 8 TRAFFIC SIGNAL MODIFICATION PLAN MACARTHUR BOULEVARD @ CAMPUS DRIVE TRAFFIC SIGNAL MODIFICATION PLAN CAMPUS DRIVE @ VON KARMAN AVENUE TRAFFIC SIGNAL INSTALLATION PLAN CAMPUS DRIVE @ TELLER AVENUE INTERCONNECT PLAN INTERCONNECT PLAN TRAFFIC SIGNAL DETAILS CONSTRUCTION DETAIL CAMPUS DRIVE @ TELLER AVENUE UTILITY AND AGENCY INDEX IRV1NE RANCH WATER DISTRICT ORANGE COUNTY WATER DISTRICT SOUTHERN CALIFORNIA GAS SOUTHERN CALIFORNIA EDISON ORANGE COUNTY SANITATION DISTRICT SBC PACIFIC BELL AT&T COX COMMUNICATIONS MCI WORLOCOM XO COMMUNICATIONS CITY OF IRVINE AIRPORT ENTRANCE NO SCALE 949 45J-5509 714 376-3211 816 701-4545 949 458-4676 714 593-7J18 714 666-5503 909 776-3914 949 546-2754 626 665-3525 949 417-7772 949 724-5000 SB 1-405 RAMPS ~F, ~ IXi---G] ~ u ~ ~l ~ AlRPORT ENTRANCE MICHELSON DR DOUGLAS OJ FURNISH ANO INSTALL COMMUNICATION SWrTCH & BRACKET, FISER INTERCONNECT UNIT & TERMINATION, ANO NEW SIDE-MOUNT TELEMETRY CABINET PER CITY OF IRVINE REQUIREMENTS. SEE SPEClAL PR0\'1SIONS FOR FIBER INTERCONNECT TERMINATION CHARTS ANO COMMUNICATION INFRASTRUCTURE DIAGRAM. Fl..lRNISH ANO INSTALL FIBER SPUCE KIT, HOUSING &: TRAY KrT ANO BACKBOARD, SEE SPECLI\L PROVISIONS FOR FlBER INTERCONNECT TERMINATION CHARTS ANO COMMUNICATION INFRASTRUCTURE OtAGRAIJ. 100% BD SET SUBr.tTT AL 5/14/04 TTTLE stEET • TRAFFIC SIGNAL SYSTEM ~ CAMPUS DRIVE from MacArthur Blvd to Jamboree Rd CITY OF IRVINE PUBLIC WORKS DEPARTIIENT CIP NO. 3340.l0 Pl.AN CHECK NO. 00361404 EMC PERMIT NO. 1 OF 8 CONSTRUCTION NOTES: EXISTING MULTISONICS 820A CONTROLLER IN TYPE "F'~ CABINET WITH MOOIFlED TYPE II SER'11CE TO REMAIN. FURNISH AND INSTALL "1DEO TRANSMISSION EQUIPMENT, COMMUNICATION SWITCH & BRACKET, FIBER INTERCONNECT UNIT & TERMINATION, AND NEW SIDE-MOUNT TELEMETRY CABINET PER CITY OF' IRYINE RE:QUIREMENTS. CONTRACTOR SHALL MODIFY EXISTING CONTROLLER CABINET BASE PER DETAIL #4 ON SHEET 7. SEE SPECIAL PROVISIONS FOR FIBER INTERCONNECT TERMJNATION CHARTS AND COMMUNICATION INFRASTRUCTURE DIAGRAM. 'o \ ' '~ \ \\" ~ '< \ ,, /~\ . \ \ ,, •• ,,.>\'l-~i \ '!--~~:>:\>,, \ ~ '\ FURNISH ANO INSTALL PA402 (POLE ADAPTER), IWM24-GY (MOUNT ARM), STRAPS, CClV CAMERA, TAA'lSLATOR BOARD ANO DOME PER DETAIL #10 ON SHEET. 7. v~ )j.;P-\ ~ ~ I ,:,· \ i / \, IEJOsr•' FURNISH ANO INSTALL BELDEN 8241 RG59/U COAXlAl. CABLE ANO BELDEN 9493 J-118 (CONTROL) CABLE FROM CCTV CAMERA TO CONTROLLER CABINET IN EXlsnNG DESIGNATED CONDUIT (SIZE AS SHOWN). (\ \ 1 'y-\~1c ro<c FURNISH ANO INSTALL J-114 AWG WIRES (POWER) FROM CAMERA TO EXISTING PULL BOX. SPLICE POWER CONDUCTORS WITH EXISTING INTERNALLY ILLUMINATED STREET NAME SIGN (I.S.N.S.) WIRES IN Tl-IE EXISTING PULL BOX, INSTALL 5 AMP FUSE ANO IN-WNE WATERPROOF FUSE HOLDER. USE TYPE "C" SPWCE & METHOD "8" INSULATION PER CAl.TRANS STD. PLAN ES-1JA. "'"· 2· 1/rC, 3-DLC CONDUCTOR SCHEDULE " ~ CIRCUIT " " '3 .. " " ., " '" #14 '4P •SP .6P ¢2PPB & BPS lll4PPB & BPS lll6PPB &: BPB \1!8PPB &: BPB PPB & BPB COMMON I.S.N.S. SPARES TOTAL SIGNAL COMMON #10 LUMINAIRE TOTAL " " OCT. '3 LOOP .. OASlE " 2110 " " " '°'"· 25 PR HYBRID SIC (CC1V) RG-59 VIDEO CABLE Jo (CCTV) 3 it4 POWER WIRES .Jo (CCTV) 3 j18 CONTROL CABL£ .Jo CONDUIT SIZE ALL CONDUITS ARE EXISTING. (N) "" NEW CABLE/CONDUCTOR .Jo SEE SPECIAL PROVISIONS GEIIERAL NOTES: & -J J - J J 2 --2 1 - 2 1 1 J 24 1 2 J - 2 - 5 7 2 1 N - 1 N - 1 N J" RUN NUMBER & & ~ & & 6 6 J --J --3 3 J J J 6 J J J J 6 J 3 J J 6 6 6 3 J 6 --6 J J J J 2 2 -4 2 2 2 4 4 4 2 2 4 2 2 2 2 J 1 -J J 2 1 -J J J J 2 J 1 1 1 1 2 1 1 1 1 2 1 1 1 1 6 J J J 3 '" 47 " 31 27 2 1 1 1 1 2 2 2 2 2 4 J J J 3 1 1 1 1 1 7 7 -2 --5 5 s 5 -1 1 -7 7 7 7 7 .. 2 2 2 2 -5 -JO 23 15 15 a J 1 - -- 1 1 1 1 1 1 N -1 1 1 1 1 1 N -1 1 1 1 1 1 N --2 J ,· ,· ,· 3• & - J J -- 2 - 1 1 1 1 J " 1 2 J 1 - - 7 - ' 1 - -- 3• 1, ALL WORK, MATERIAi.. ANO EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STAT£ OF CALIFORNIA. DEPT. OF TRANSPORTATION, STANDARD PlANS AND STANDARD SPECIFICATIONS DATED JULY, 2002, THE SPEC!AL PROVISIONS FOR THIS PROJECT, ANO THE CITY OF IR\IINE STANDARDS AND DESIGN MANUAL 2. UTILmES SHOWN ON THESE PLANS ARE CORRECT MD ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE, THE CONTRACTOR, HOWEVER IS REQUIRED TO ASCERTAIN TI,E EXACT LOCATION OF UNDERGROUND FACIUTIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITTES OR INTERFERE WITH TIJEIR SERVICE. 3. THE CONTRACTOR SHALI. OBTAIN ALL NECESSARY PERMITS ANO NOTIFY ALL UTILITY COMPANIES A MINIMUM Of 4B HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBIUlY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTIUTY COMPANIES IN\IOLVED. ALSO NOTIFY CITY OF IRVINE INSPECTION 48 HOURS PRIOR TO CONSTRUCTION O (949) 724-6505. 4, ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE f'URNISHEO AND INSTALLEll BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. 5. THE ENGINEER SHAf.l. APPROVE Tl-IE EXACT LOCATION OF All. PULL BOXES, CONDUITS, LOOP DETECTORS, CONTROU£R ANO POLES IN THE FIELD. 6, ALL CONDUIT SHAU. BE J" UNLESS OTHERWISE SPECIF1ED. 7. ALL NEW PULL BOXES SHALL BE NO. 8 UNLESS OTHERWISE SPECIF1ED. ALL INTERCONNECT PULL BOXES SHALL BE NO. 6 WITH 45" SWEEPS AT FAR ENDS OF THE PUlL BOX. ALL NO. 6 PB COVERS SHALL BE FIBERLITE. 8. THE CONTRACTOR SHALL GROUT ALL PULl. BOXES WITH 1" DRAIN HOL£. 9. THE CONTRACTOR MAY Pl.ACE CONDUIT BY JACKING OR DRILLING. MACARTHUR 50 MPH - ® 10. N..L VEHICLE INDICATIONS SHALL BE 12" (RED, YELLOW, AND GREEN INDICATIONS SHALL BE LE.D.) W1TH METAL HOUSINGS AND BACK PLATES. 11. ALL LOOPS SHAI..L BE 6' DIAMETER, WITIJ 10' SPACING IN THE DIRECTION OF TRAVEl. CENTERED IN LANES UNLESS OTHERWISE SPECIFIED. LOOPS SHAU. BE Pl.ACED 1' BEHIND LIMIT LINE OR CROSSWALK. S' DIAMETER LOOPS SHALL HAVE 4 TIJRNS MINIMUM. 12. All TRAFFlC LOOPS, S1GNING, PAVEMENT MARKERS AND STRIPING SHALL BE COMPLETED PRIOR TO TIJRN ON. 13. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTAUATION GUIDELINE ONLY. IT SHALL BE THE RESPONSIBILin' OF THE CONTRACTOR TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 14. ALL WIRING ANO EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. 15. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. 6 5 NO, OATE \\\\~ ~- \ No. \ \ \ (j) \ ~ @ \ 2c~R~tJj \ \ ~ @ AIRPORT WAY \ \ © ® \ \ \: ' \i I 'I ~ \1 <1\J "-' \\, 1' 0 1 11 r I ,, ~ 1--,, I: 11 \\ 1\ REVISIONS ENGR. APPROV. POLE DATA SIGNAL ""' HEIGHT MA 26-4-70 ,,. .,. 1-A 10' 29-~-70 ,a' 55' 26-4-70 30' 45' 15 JO' 29-5-70 30' 55' 15 JO' I ·,1 I \ 11 \ I I I \ I I 1: I I I ' I 1 I 1 I I,- -~ -...; :.~-:::::: 5-""l'" 1--1) i { I I I l \ \ ,_.,,, '-.,/ '-.,. I ~ ~1 i I .I. SCALE JOB NO. 1"=20' POD822-0072 DRAWN BY: SOI 5/04 DESIGNED BY; w,a 5/04 OATE CHECKED BY; >NO 5/0-4- POLE SCHEDULE H.P. SOD. VAP. SIGNAL HU.OS AND MOUNTINGS MA WATTS VEHICULAR M.A. PEDESTRIAN ,,. 250 (2) SV-1-T 2-MAS SP-1-CS lV-2 SP-1-CS ,,. 250 SV-3-TB 3-MAS SP-2-CS 15' 250 SV-1-T SP-1-CS 15' 250 SV-1-T SP-1-CS 15' 250 SV-1-T J-MAS SP-1-CS 15' 250 SV-2-T SP-1-CS PHASE - VEHICLE & PEDESTRIAN MOVEMENTS PER FUNCTION NEMA PHASE DESIGNATION COORDINATION FUNCTION • DETERMINED BY MASTER COMPUTER DURING COORDINATION OPERATION ~ . 3 C, INSTALL 60 STRANO FIBER OPTIC CABLE {36SM/24MM) nm 25 PAIR PE39 COPPER CABLE (SEE INTERCONNECT PLAN) PED. PUSH BUTTON PHASE ,. '" a a ,. ,. a a 2 ' ,. 2• a 4 4 ,. 4• a 6 " SE• SW SW• SE SW NW NW• NE NE POLE LOCATION ILLUMINATED STREET .,. .,. ·c· NAME SIGN (DBL FACE) EXISTING Mcc;Arlhur EXISTING EXISTING Ccmpus EXISTING MacArthur EXISTING EXISTING Ccmpus EXISTING INDUCTIVE LOOP DETECTOR SCHEDULE SENSOR CHANNEl. DETECTOR 1 1 5-1112 2 6-1112 2 1 1-1115 2 SPARE J 1 4 '4 2 5-i4 4 1 1-1117 ' 2-117 5 1 5-¢6 2 6-¢8 ' 1 1-¢1 2 SPARE 7 1 4-1118 2 5-118 ' 1 1-¢3 2 2-¢3 9 1U 1-1112 2U 3-1112 10 , .. 2-ill2 2U 4-¢2 11 , .. 1-¢4 2U 2-1114 " , .. 3-ill4 , .. 1-¢6 13 , .. 2-i116 2U J-i16 14 1U 4-116 , .. 1-~8 15 1U 2-118 2U 3-i118 16 1 ♦ 7-¢2 2 ♦ 7-~6 SENSOR UNITS SHAU. BE RACK-MOUNTED Wm-I INTEGRAL TIMING CAPACITY PER CHANNEL CALL HOLD: 0-5 SEC. MIN . CALL DELAY: 0-30 SEC. MIN. SPECIAL DETECTOR OPERATION SHALL BE AS NOTED .Jo ,. SYSTEM SAMPLE -NO OUTPUT TO PHASE e "' CALI. HOLD ♦ -DELAY FUNCTION -SEQUENCE DIAGRAM r l ll _) l_ i! I 2 4 7 • • • • • • 2+5 1+5 2+6 3+7 3+8 SEQUENCE WITH CALLS ON ALL PHASES CIP NO. 334030 PLANS PREPARED BY: TRAFFIC SIGNAL MOOFICATION PLAN PLAN CHECK NO. 0036"4().4 EMC ~ TETRA TECH, NC. MACARTHUR BOULEVARD PER!.lfT NO. INFRASTRUcmJRE SER\Af:ES GROUP la:1.<41 ~ CAN'l'0H /10,10, SUITE 200 AT CAMPUS DRIVE ™"E. CN.JF!llltM g2a1a (11411) 727-]0l>ll 2 ~~ CITY OF IRVINE KE'.KOA ANDERSON RCE 53893 PUBLIC WOR<S OEPARThENT °' 8 -·--··------------------------------------------------------------------------ CD IT] CONSTRUCTION NOTES: EXISTING MULTISONICS 820A CONTROLLER IN TYPE •p• CABINET WITH MODIFlED TYPE II SERVlCE TO REWJN, FURNISH AND INSTALL VIDEO TRANSMISSION EQUIPMENT, COMMUNICATION SWlTCH &: BRACKET, FIBER INTERCONNECT UNfT &: TERMINATION, AND NEW SIDE-MOUNT TELEMETRY CABlr-!ET PER CITY Of IRVINE REQUIREMENTS. CONTRACTOR SHALL MODIFY EXISTING CONTROLLER CABINET BASE PE;R DETAIL #4 ON SHEET 7. SEE SPECIAL ?RO\IISIONS FOR FIBER INTERCONNECT TERMINATION CHARTS ANO COMMUNICATION INFRASTRUCTURE DIAGRAM. FURNISH ANO INSTALi. PMC2 (POLE ADAPTER), IWM24-GY (MOUNT ARM), STRAPS, CCTV CAMERA, TfW\ISlATOR 80.o\RD AND DOME PER DETAIL #10 ON SHEET 7. FURNISH AND INSTALL BELDEN 8241 RG59/U COAXW. CABLE MD BELDEN 9493 J-#18 (CONTROL) CABLE FROM CCTV CAMERA TO CONTROLLER CABINET IN EXISTING DESIGNATED CONDUIT (SIZE 1-S SHOWN). FURNISH AND INSTALL 3-#14 AWG WIRES (POWER) FROM CAMERA TO EXISTING PULL BOX, SPLICE POWER CONDUCTORS WITH EXISTING INTERNALLY ILLUMINATED STREET NAME SIGN (1.S.N.S.) WIRES IN THE 0:ISTING PULL BOX, INSTALL 5 AMP FUSE AND IN-UNE WATERPROOF Fl.JSE HOLDER. USE TYPE "C" SPUCE &: METHOD "B" INSULATION PER CALTRANS STO. PLAN ES-1JA. INDUCTIVE LOOP DETECTOR SCHEDULE SENSOR CHANNEL DETECTOR ' ' SPARE 2 SPARE 2 ' 1-1115 2 SPARE ' ' SPARE 2 SPARE EXIST. 1 1/2"C, 1-SIC TO CONTROLLER CABINET O MARTIN EXIST. 1 1/2"C, 2-DLC, l-SIC w :::, ~ I "' I "I ! I 'T'ri ' I ,, ,, I 51 ., i! I i 10' 1i4il 12' I 'e: II ii I I II 11 i ... 11 11 I 11 11 I II II ! 11 II I 11 11 I 11 11 i II Ii I Ill 11 '4' 4 ' 1-1117 2 SPARE 3"C, INSTALL 60 STRANO FIBER OPTIC CABLE (36St.t/24MM1 mo 25 PAIR PE39 COPPER CABLE (SEE fNTERCciNNECT PLAJ,l) ® !)1 I 11 11 I II Ii I 11 111 I II I I 5 ' SPARE 2 SPARE ' ' 1-ft 2 SPARE 7 ' SPARE 2 SPARE a ' 1-•J 2 SPARE , .. 1-1212 ' , .. 3-112 IO , .. 2-112 , .. SPARE " , .. 1-114 , .. 2-114 " , .. 3-114 , .. 1-116 " , .. 2-116 , .. J-1!6 '4 , .. SPARE , .. 1-1218 " , .. 2-1218 , .. J-1218 " ,. SPARE 2 ♦ "'"" SENSOR UNITS SHALL BE RACK-MOUNTED WITH INTEGRAL TIMING CAPACITY PER CHANNEL CALL HOLD: o-5 SEC. MIN. CALL DEI.AY: 0-JO SEC. MIN. SPECIAL DETECTOR OPERATION SHALL BE /.S NOTED ,,t, = SYSTEM SAMPLE -NO OUTPUT TO PHASE e a CALL HOLD ♦ .. DELAY ~1·"""""""' ' EXIST. 2-J"C -~j=~';- II Ii r--1-.. ~~ -.lk'i'J_L\ 113 V ; • ---::---·· _,,, __ ,_,_,_,,~--~--t'' I I 116 I J\1 VJ~ ~-----"----Af \¢ I H-~ -----,--+--t4'1r ~-~=---~~-----r;r1-: C l 'j 27 :.. M IPV ~ 1-1'15 I I ;;:/;c=i. H--+-----+--+-+- __ ,, ___ ------··-----·-----· - c;;-=---r-(;L-~~ ----1- -~------,-:..:. Gk------' rH-~ °':S_y, .................. (!'.; --'{___L __ ~ ...... ~ ------+--·--··-' "'-\ ~s,,._~~i=;=:.-=.-=..EcF-iE / \ I \j I I I j1 II CD POLE SCHEDULE SIGNAL HEADS ANO MOUNTINGS PED. PUSH SUTTON POLE LOCATION VEHICULAR ,,. PEDESTRIAN n'PE '"'" QUAD. .,. "E" ·c· 19-4-70 JO' 25' 12' 250 SV-1-T 2-MAS SP-1-T SW EXISTING ,_, IO' ,,,_, SP-1-T ,. ,. SW• EXISTING a a NW 24-4-70 30' 35' ,,. 250 SV-2-T 2-MAS SP-2-T ,. ,. NW• EXISTING a a a ,rw SE 19-4-70 JO' JO' ,,. 250 SV-2-T 2-MAS SP-2-T a 4 NW EXISTING PPB POST 40" a SW EXISTING PPB POST 40" ,. ,. NE• EXISTING 19-4-70 30' ,,. 250 SV-1-T 2-MAS SP-1-T a 4 SE EXISTING ,_, IO' ,,,_, SP-1-T .. " SE• EXISTING a ' SW ALL ,EQUIPMENT IS EXISTING. • -BICYCLE PUSH BUTTON/SIGN CONDUCTOR SCHEDULE EXIST J"c, INSTALL ao STRANO FIBER OPTIC CABlE (J6SM/24MM) AND 25 PAIR PEJ9 COPPER CABLE (SEE IITTERCONNECT PLAN) J EXIST 2 1/rc ~5lc 1 112•c, 40 MPH ® P<c---- -=-= --~ -·---- ---+\fJ --::.:-,._ S .N __________ 2R - 1-1 b DRIVE 1 1 /2"C, 4-DLC ~ ~ CIRCUIT " " ., '4 ., " ., " '2P #14 •4P '"' ,ap 1'12PPB & BPB 1'14PPB &: BPB 116PPB & BPB IIBPPB &: BPB PPB & BPS COMMON 1.S.N.S. SPARES TOTAL SIGNAL COMMON #10 LUMINAIRE TOTAL " " OET. ., LOOP '4 CABLE ., 2#16 " ., " TOTAL cc,v RG 59 VIDEO CABLE ,,t, C J M14 POWER WIRES A cc,v 3 ll18 CONTROL CABLE ,,t, CONDUIT SIZE ALL CONDUITS ARE EXISTING. (N) -NEW CABLE/CONDUCTOR ,,t, SEE SPECIAi.. PROVISIONS RUN NUM. & & & & 3 ·' ' ' -' -3 ' 3 ' ' ' -' -3 ' ' ' ' -' ' ' ' 2 4 --2 2 ' 2 2 ' -2 ' ' 2 ' -' ' -' -' ' ' ' ' ' ' ' ' ' ' 2 ' ' ' ' " " " s, ' ' ' ' ' ' 2 2 3 ' ' 4 -' -' --' ' ' ' ' ---3 -' ' -' -' ---' ' ' ' 4 ' ' " ,,, -'" -'" " -'" '" ,. ,. ,. _, GENERAL NOTES: I " I T I PHASE -FUNCTION -SEQUENCE DIAGRAM 1. ALL WORK, MATERlAL AND EQUIPMENT SHALl. CONFORM TO TI-IE REQUIREMENTS CF TI-IE STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, STANDARD PLANS AND STmDARD SPECIFICATIONS DATED JULY, 2002, TI-IE SPEC~ PROVISIONS FOR THIS PROJECT, AND THE CITY OF IRVlNE STANDARDS AND DESIGN MANUAL. 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT ANO ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE, TI-IE CONTRACTOR, HOWEVER IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVlCE. 3. THE CONTRACTOR SHALL OBTAIN NJ. NECESS>.RY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH Tl-IE VARIOUS UTILITY COMPANIES INVOLVED. ALSO NOTIFY CrTY OF IRVINE INSPECTION 48 HOURS PRIOR TO CONSTRUCTION o (949) 724-6505. 4. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. 5. THE ENGINEER SHi\Ll. APPROVE THE EXACT LOCATION OF ALL PULL BOXES, CONDUITS, LOOP DETECTORS, CONTROLLER ANO POLES IN THE FIELD, 6. ALL CONDUIT SHAl.1. BE J" UNLESS OTHERWISE SPECIFIED. 7. ALL NEW PULL BOXES SHALL BE NO. 8 UNLESS OTHERWISE SPECIFIED. ALL !ITTERCONNECT PULL BOXES SHALL BE NO. 6 WITH 45' SWEEPS AT FAR ENDS OF TI-IE PULL BOX. ALL NO. 6 PB COVERS SHALl. BE FlBERLITE.. 8. THE CONTRACTOR SHALL GROUT ALL PULL BOXES WITH 1" DRAIN HOLE. 9, TI,E CONTRACTOR MAY PLACE CONDUIT BY JACKING OR DRILLING. 10. ALL VEHICLE INDICATIONS SHALl. BE 12" (RED, YELLOW, AND GREEN INDICATIONS SHALL BE LE..D.) WITH METAL HOUSINGS ANO BACK PLATES. 11. ALL LOOPS SHALL BE 6' DIAMETER, WITH 10' SPACING IN THE DIRECTION OF TRAVEL, CENTERED IN LANES UNLESS OTr!ERWISE SPECIFIED. LOOPS SHALL BE PtACEO 1' BEHIND LIMIT LINE OR CROSSWALK. 6' DIAMETER LOOPS SHALL HAVE 4 TIJRNS MINIMUM. 12. ALL TRAFFIC LOOPS, S!GNING, PAVEMENT MARKERS AND STRIPING SHALL BE COMPLETED PRIOR TO TURN ON. 13. THE CONDUCTOR SCHEDULE IS FURNISHED ~ AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 14. ALL WIRING mo EQUIPMENT SHALL BE MARKED (TAGGED) wm-llN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. 15, UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED, -I 20' " 6' 10' I 12' 20' VEHICLE &: PEDESTRIAN EXIST. I 1/2"C, 2-DLC MOVEMENTS PER FUNCTION t 1 l I _) i C: < ::.:: z 0 > 7 II SC,L£ JOB NO. PLANS PREPARED BY: NEMA PHASE DESIGNATION COORDINATION FtJNCTION • DETERMINED BY MASTER COMPUTER DURING COORDINATION OPERATION 1 •,,.20• Poos22-0012 ~ TETRA TECH, NC. f--;:-t---t--------------t---t---t---J-----L-~--J \~~:~r:;•ES=~ t-~➔--➔-------------➔--➔--➔---lO""WN ~ so, S/04 lfMIIE. C.O.UroR!III 0111& l---':''-l----1--------------l---l---l---J-'--_"_'' ---t---J {~a) 717-70H 2 DESIGNED BY: WJB 5/04 & /4/ CHECl<ED BY: HYO 5/04 KEKOA ANDERSON RCE 5J89J NO. '"' REVISIONS ENGR. APPROV. 2 • • • • • HS SEQUENCE WITT-! CALLS ON ALL PHASES TRAFFIC SIGNAL MODFICA T10N PLAN CAMPUS DRIVE AT VON KARMAN AVENUE CITY OF IRVINE PLllUC WORKS DEPARThENT Compus Von Karman Campus Von Korman ~ /! I 4+S ClP NO. 3340:50 PLAN CH CK NO. "°"'"""'EMC PERMIT NO. 3 °' 8 GENERAL NOTES: 1. ALL WORK, MATERIAL ANO EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CAIJFORNIA, DEPT. OF TRANSPORTATION, STANDARD PLANS ANO STANDARD SPEC!FICATIONS DATED JULY, 2002, THE SPECIAL PRO'v1SIONS FOR THIS PROJECT, AND THE CITY OF IRVINE STANDARDS »lD DESIGN MANUAL SECTION 104, DATED MARCH 17, 2004. 1:3. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHAl..1. BE THE RESf'ONSIBILITT' OF TI-IE CONTRACTOR TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR TI-IE INTENDED OPERATION. 14. ALL WIRING ANO EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. 15. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. TELLER A VENUE 2. UTILITIES SHOWN ON THESE Pl.ANS ARE CORRECT ANO ACCURATE TO THE EXTENT Of AVAllABl.£ RECORDS ANO KNOWLEDGE, Tl,E CONTRACTOR, HOWEVER IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILmES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. J. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS ANO NOTIFY ALL UTILJlY COMPANIES A MINl~M.I OF 48 HOURS PRIOR TO START OF CONSTRUCTIOr-1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. Al.SO NOTIFY CITY Of IRVINE INSPECTION 48 HOURS PRIOR TO CONSTRUCTION Q (949) 724-6505. 16. SIGNING Af'ID STRIPING SHALL CONFORM TO JULY 2002 CAI.TRANS STANDARD PLANS Af-10 SPECIFICATIONS, TRAFFIC MANUAL, THESE Pl.ANS ANO SPECIAL 17. ::ov~::~G ANO PAVEMENT MARKINGS SHALL BE REFLECTORIZEO ANO APPLIED PULLR~~~ --l/1-:-~ IN TWO COATS. A MINIMUM OF SEVEN DAYS SHALL BE PROVIDED BETWEEN FIRST .... ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTAACTOR UNLESS OTI--IERWISE SPECIFIED. 5. THE ENGINEER SHALL APPROVE T)-jE EXACT LOCATION OF ALL PULL BOXES CONDUITS. LOOP DETECTORS, CONTROLLER AND POLES IN T)-jE FlELD. 6. ALL CONDUIT SHfil BE 3" UNLESS OTHERWISE SPECIFIED. 7. ALL NEW PULL BOXES SHALL BE NO. 6 UNLESS OTHERWISE SPECIFIED. ANO SECOND COATS. 18. ALL CONFLICTING STRIPING, f'AVEMENT MARKINGS, AND CURB PAINT SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD f'RIOR TO INSTALLATION OF NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL SE REMOVED. 19. f'AVEMENT THAT IS DAMAGED DUE TO REMOVAL Of" MARKERS OR STRIPING SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY INSf'E:CTOR. 20. STRIPING SHALL BE CAT TRACKED ANO APPROVED BY THE CITY INSf'ECTOR f'RIOR TO FINAL INSTALLATION. fil INTERCONNECT PULL BOXES SHALL BE NO. 6 Wfll, "'5' SWEEPS AT 22. CROSSWALKS SHALL CONFORM TO THE CITY OF IRVINE STANDARD PLAN NO. 203. FAR ENDS OF ™E PULL BOX. AU. NO. 6 PB COVERS SHALL BE FlBERUTc'.. 23. ALL SIGN FACE REFLECTIVE SHEETING SHALL BE HIGH INTENSITY GRADE wm, 21. PAVEMENT LEGENDS SHALL MATCH CITY STENCILS. (HAWKINS OR EQUIVALENT) 8. T)-jE CONTRACTOR SHALL GROUT ALL PULL BOXES WITH 1" DRAIN HOLE. PROTECTIVE OVERLAY FILM. 9. TI-IE CONTRACTOR MAY Pl.ACE CONDUIT BY JACKING OR DRILLING, 24. ALL SIGN POSTS SHALL BE 4"X4" REDWOOD STAINED "IRVINE BROWN" PER TI-IE , 10. ALL VEHICLE INDICATIONS SHALL BE 12" L.E.D. WITH METAL HOUSINGS AND BACKPLATES. ALL PEDESTRIAN INDICATIONS SHALL BE LE.O. CITY OF IRVINE REQUIREMENTS. R26EB SIGN SHALL BE INSTALLED ON "U" CHANNEL POST OR ON STREET LIGHT POLE, 11. ALL LOOPS SHALL BE 6' DIAMETER, WITH 10' SPACING IN THE DIRECTION OF TRAVEL, CENTERED IN LANES UNLESS OTHERWISE SPECIFIED. LOOPS SHALL BE PLACED 1' BEHIND UMIT LINE OR CROSSWALK. 6' DIAMETER LOOPS SHAl..1. HAVE 4 T\JRNS MINIMUM. 25. G7 AND STREET NAME SIGNS SHALL BE SILVER LETTERS Will-I "IRVINE BROWN" BACKGROUND. 26. ALL PEDESTRIAN PUSH BLITTONS SHALL BE 2" DIAMETER, STAINLESS STEEL N'.JA COMf'UANT. Pl.ATES SHALL BE VIBRATORY ANO CONFORM TO ADA STANDARDS. 12. ALL TRAFFIC LOOPS. SIGNING, PAVEMENT MARKERS ANO STRIPING SHALL BE COMPUJEO PRIOR TO TURN ON. CONDUCTOR " ~ CIRCUIT ., " .. " " " "' '" "' #14 '" f2PPB de 8f'B 114f'PB de BPB f6PPB & BPB CAMPUS ,)?.J"' ~ -~ .. ~-50' (D'_p_lC),l,,_ALL 4 ..... ~ -------f---"'-' 2-1&2 .... ----···· . --------·--·---· CROSSWALK 40 MPH (TYPICAL, ALL 4 LEGS) _____, SCHEDULE CONSTRUCTION NOTES: RUN & & 3 3 ' 3 ' 3 3 ----' 4 ' --' ' 1 3 1 -- NUM. & & ' -6 -6 3 ' 3 6 3 6 4 4 ' 4 ' 4 -3 3 ' 3 [iJ INSTALL CITY-FURNISHED MULTISONICS 820A CONTROLLER IN CONTRACTOR-FURNISHED ATMS D\JAL 332 CABINET WfTH MODIFIED TYPE II SERVICE AND OPTICOM PHASE SELECTORS. FURNISH AND INSTALL NEW FIBER INTERCONNECT UNIT &. TERMINATION, COMMUNICATION SWITCH & BRACKET f'ER CITY OF IRVINE REQUIREMENTS. SEE SPECIAL PROVlSIONS FOR FIBER INTERCONNECT TERMINATION CHARTS ANO COMMUNICATION INFRASTRUCT\JRE DIAGRAM. INSTALL 4• SOLID WHITE STRIPE (50'), INSTALL STRIPING DETAIL 38 (50'). INSTALL 12" SOLID WHITE CROSSWAl.!(/UMJT LINE STRIPE. INSTALL PAVEMENT LEGEND AS SHOWN. NOT USED INSTALL STRIPING DETAIL 29. J~C, SEE INTERCONNE p I ;Bf'f'B & BPS ' ' 1 3 REMOVE EXISTING SIGN(S) AND/OR POST, ' PPB & BPB COMMON 1 1.S.N,S. 1 SPARES 3 TOTM. " SIGNAL COMMON 1 #10 LUM!NAIRE ' TOTAL 3 ., -" -OET. ., ' LOOP " ""'" " -2#16 " -ilYPE ., -" 3 TOTAL 5 1 1 1 1 3 3 37 21 1 1 ' ' 3 3 ' 4 -' --, -4 --3 - 11 ' ' ' ' 74 ' ' 4 ' 4 ' ' ' 4 , 3 21 REMOVE AND S>J..VAGE EXISTING EI..ECTROLIER COMPLCTE TO TI-IE CITY OF NEWPORT BEACH PER CITY OF NEWPORT BEACH STANDARDS. REMOVE FOUNDATION. COORDINATE WITH CITY OF NEWPORT BEACH, F'HONE (949) 6-W-3011 24 HOURS IN AOVANCE OF CONSTRUCTION. COORDINATE REMOVAL OF ELECTROLIER ANO INSTALLATION OF UNDERGROUND CONDUIT/CONDUCTORS WITH SCE. INSTALL RJ4 SIGN ON MAST ARM. INSTALL 4' CONCRET'E PAO IN FRONT AND BACK OF CABINET. II I 1 ! I ~ POLE SCHEDULE f'OLE DATA No. TYPE HEIGHT SIGNAL MA H.P. SOD. YAP. WATTS SIGNAL HEADS ANO MOUNTINGS VEHICULAR PEDESTRIAN PED. PUSH BUTTON PHASE QUAD. POLE LOCATION ·a· 'E" ·c· ILLUMINATED STREET NAME SIGN (DBL. FACE) (P) (D 19-4-129 @ 15 (P) @ 29-5-129 G) 1-A (P) @ 19-4-129 @ 15 (P) (z) 26-4-129 @ 1-A 30' 10' 30' 10· ALL EQUIPMENT IS NEW ,,. 15' 50' 30' 15' 15• 40' 15' '" SV-1-T MAS Sf'-1-T '" SV-J-T SP-1-T '" SV-1-T 2-MAS SP-1-T 1V-1 SP-1-T ,so SV-J-T SP-2-T '50 S\1-1-T SP-1-T 1V-1 SP-1-T ,. ' ,. a a• ,. a• ,. 8 ,. ' ,. , ,. ,. 4' .. 6 SW SW• NW NW NW• NE NE• NE• NW' SE SE• 5W ,,. -5' ,,. ,,. 2.5' Campus 2.s· 32' 2.5' 31' 2.5' -20' 2.5' Campus 2.5' ,,. 2.5' T11ller 2.5' ALL PEDESTRIAN PUSH SUTTONS SHALL BE ADA COMPLIANT AND MOUNTED 1,0 m (40j FROM FINISHED GRADE, UNLESS OTHERWISE NOTED. • = BICYCLE PUSH BUTTON SHALL BE 2-INCH OIA., ST/IJNLESS STEEL ADA CAf" WITH INT, SYMBOL SIGN f'lATES, (P) .. POTHOLE NEW MAST ARM POLE LOCATIONS PRIOR TO ORDERING POLES, POTHOLING SHALL BE PERFORMED TO THE PROPOSED POLE FOUNDATION'S FULL OEPTI-1 ANO WIDTH. "' PEDESTRIAN PUSH BUTTONS SHALL BE ADA COMPLIANT AND MOUNTED 1.0 m (4Dj FROM FINISHED GRADE OF PASSAGEWAY DRIVE CONSTRUCTION NOTES (CONT'D): FURNISH AND INSTALL PA402 (POLE ADAPTER). IWM2"'-GY (MOUNT ARM). STRAPS, CCTV CAMERA, MPEG TRANSMISSION SYSTEM, TRANSL.ATOR BOARD ANO DOME f'ER DETAIL f10 ON SHEET 7. 40 MPH - -_,_,, ..... ... , ... -.. ::: .... '5 - ---I, -- ---.,,--.. ··"i---~----------" ·---l----~ - --=r-·. 1---, ' -----:---------- SENSOR SCHEDULE UN" CHANNEL DETECTOR UNIT CHANNEL DETECTOR 1 5-n 1 •A 1 6-\&2 17 '"" , 1 SPARE lOA , SPARE ♦ 18 '"" , ' 1-¢5 ,, 1 0A 3 ' 2-¢5 '"" 1 SPARE ,0 1 •A 4 , SPARE '"" 1 4-¢4 " 1 • A 5 Sf'ARE "" , 1 SPARE lOA 6 SPARE ♦ ,, '"" ' 1 1-n • leA 7 2-¢7 • ,, 20A , 1 SPARE lOA a SPARE '4 '"" , 1 5-¢6 lOA ' 5-¢6 " '"" , 1 SPARE " lOA 10 , 0A , SPARE ♦ 1 1-¢1 " lOA 11 2-!111 , 0A , " 1 SPARE ,a '"" , SPARE , 0A 1 •-{118 , .. 13 " , SPARE '"" 1 SPARE 30 10A 14 ' 7-{118 ♦ ,OA 1 1-¢J ** 31 10A 15 2-¢J ** '"" , 1 SPARE ,, 1 •A 16 SPARE '"" , ClSENSOR UNrfS SHALL BE RACK MOUNT WITH TWO CHANNELS PER DETECTOR UNIT SHALL BE AS NOTED: 1 " 2-¢2 SPARE SPARE 1 '4 Sf'ARE SPARE FUT 1-¢6 2-¢6 SPARE SPARE 1-¢8 SPARE SPARE '"' FUT FUT '"' FUT '"' FUT '"' FUT FUT .UT ruT FUT FUT FUT ruT FUT e SYSTEM SAMPLE -NO OUTPUT TO PHASE A CALL HOLD ♦DELAY • JUMP TO 114 •• JUMP TO 1'16 FURNISH AND INSTALL BELDEN 8241 RG59/U COAXIAL CABLE AND BELDEN 9493 3-#18 (CONTROL) CABLE FROM CCTV CAMERA TO CONTROLLER CABINET. PHASE -FUNCTION -SEQUENCE FURNISH ANO INSTALL 3-ft4 AWG WIRES (POWER) FROM CAMERA TO PULL BOX. SPLICE POWER CONDUCTORS WITH INTERNALLY ILLUMINATill STREET NAME SIGN (I.S.N.S.) WIRES IN PULL BOX, INSTALL 5 AMP FUSE ANO IN-UNE WATERf'ROOF FUSE HOLDER. USE TYPE ·c· SPLICE & METHOD "B" INSULATION PER CAL.TRANS STD. PLAN ES-1JA. FURNISH ANO INSTALL JM OPTICOM EMERGENCY VEHICLE PREEMPTION SYSTEM WITH 2-752 PHASE SELECTORS. 2-722 VEHICLE DETECTORS, ANO JM CABLE. INSTALL PER MANUFACTURERS SPECIFICATIONS. REMOVE ANO SALVAGE MULTISONICS 820A CONTROLLER WHEN DESIGNATED BY THE CITY. FURNISH AND INSTALL NEW 2070L CONTROLLER WHEN DESIGNATED BY TI-IE CITY. SEE SPECIAL PROVISIDNS. VEHICLE & PEDESTRIAN MOVEMENTS PER FUNCTION NEW. f'HASE DESIGNATION COORDINATION FUNCTION • DETERMINED BY MASTER COMPUTER DURING COORDINATION OPERATION ' ! I _) ' 4 • • • • • 1+5 SEQUENCE WITH CALLS ON ALL PHASES - i! I • CIP NO. 3J-4030 SCALE JOB NO. PLANS PREPARED BY: TRAFF1C SIGNAL NST ALLATION PLAN CCTV RG 59 VIDEO CABLE A 1 1 C J 111"' POWER WIRES .6. 1 1 CCTV 3 M18 CONTROL CABLE 4 1 1 3M OPTICOM EVP GABL£ 1 , CONDUIT SIZE 4• 4• - -4• 1 1 1 ' -4 I I 1/ 6 1· .. 20· Pooa22-0012 ~ TETRA TECH, NC. f--'5'-+---J--------------+--+--+---J-____ _L ___ --1 \'!:,~~~.ES~~ n-;,-~--~-------------~--+---t---j DRAWN BY: so1 5/o• l!'l:h=r 921118 1-....;c_.J_ __ .J_ _____________ .J_ __ +--+---t-o-ES-,-,N-,-,-BY::-, -wc,c,-t-:c,;c,c4-f CAMPUS DRIVE AT TELLER AVENUE PLAN CHECK NO. 00361404 EMC 4 All CONDUITS AND CONDUCTORS ARE NEW A SEE SPECIAL PROVISIONS NO. OATI: REVISIONS ENGR. APPROV. OATI: CHECKED BY: HYO 5/o• KEKOA ANDERSON RCE 53893 CITY OF IRVINE P\.eLIC WORKS DEPARThENT " 8 GENERAL NOTES: =------GEi OETAL "A" N.T.S. 1. All WORK, MATERIAL ANO EQUIPMENT SHALL CONFORM TO TI-IE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPT. Of TRANSPORTATION, STANDARD PL»IS AND STANDARD SPECIFICATIONS OATI:O JULY, 2002, THE SPECIAL PROVISIONS FOR THIS PROJECT, AND THE CnY OF IRVINE STANDARDS ANO DESIGN MANUAL. 2, UTILITIES SHOWN ON IBESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILA81£ RECORDS ANO KNOWLEDGE, THE CONTRACTOR, HOWEVER ~ REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PR!OR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERF"ERE WITH THEIR SERVICE, J, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS ANO NOTIFY ALL UTIUTY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHAU. BE THt: RESPONSIB!UTY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS VTIUTY COMPANIES INVOLVED. ALSO NOTIFY CITY OF IRVINE INSPECTION 48 HOURS PRIOR TO CONSTRUCTION O (949) 724-6505, 4. ALL TRAFFIC SIGNAL EQUIPMENT SHAU BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. 5, THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULL BOXES, CONDUITS, LOOP DETECTORS, CONTROLLER ANO POLES IN THE FlELO. 6, ALL CONDUIT SHALL BE ;3• UNLESS OTHERWISE SPECIFIED, 7. ALL NEW PULL BOXES SHALL BE NO. 6 UNLESS OTI,ERWISE SPECIFIED. ALL INTERCONNECT l"ULL BOXES SHALL BE NO. 6 WITH 45' SWEEPS AT FAR ENOS OF THE PULL BOX. ALL NO. 6 PB COVERS SHALL BE FIBERUTE. 8. THE CONTRACTOR SHALL GROUT ALL PULL BOXES WITH 1 • DRAIN PLUG. 9, THE CONTRACTOR MAY PLACE CONDUIT BY JACKING OR ORIWNG. EX/ST, #6 INTERCONNECT PULL BOX DETAL "B" N.T.S. [iJ 0 QJ 0 0 0 Ill ~ 6 (0 ~ -~!!~~~~~~~~:~~~~~~:~~~ CAMPUS DRIVE ; "/--/---=;;;_=~--==-=~-"-\=\:==F=1-f ~~:;:,1===~~~ •. -~i~,7~,,T=_.5;:·-··---~k~~-~-;-c-: i CONSTRUCTION NOTES: EXISTING MULTISONICS 620A CONTROLLER IN TYPE •p• CABINEr WITH MODIFIED TYPE I! SERVICE TO REMAIN. FURNISH AND INSTALL VIDEO TRANSMISSION EQUIPMENT, COMMUNICATION SWITCH &: BRACKET, FIBER INTERCONNECT UNIT &: TERMINATION, ANO NEW SIOE-MOUNT TELEMErRY CABINET PER CITY OF IRVINE REQUIREMENTS. SEE SPECIAL. PROVISIONS FOR FIBER INTERCONNECT TERMINATION CHARTS AND COMMUNICATION INFRASTRUCTURE DIAGRAM. EXISTING MULTISONICS 620A CONTROLl.ffi IN TYPE "p" CABINEr WITH MODIFIED TYPE It SERVICE TO REMAIN. FURNISH ANO INSTALL COMMUNICATION swrrcH & BRACKEr, FIBER INTERCONNECT UNIT &: TERMINATION, ANO NEW SIDE-MOUNT TELEMETRY CABINEr PER CITY OF IRVINE REQUIREMENTS. SEE SPECIAL PROVISIONS FOR FIBER INTERCONNECT TERMINATION CHARTS ANO COMMUNICATION INFRASTRUCTURE DIAGRAM. EXISTING MULTISONICS 820A CONTROLLER IN TYPE •p• CABINEr WITH MODIFIED TYPE II SERVICE, ANO SIDE-MOUNT CABINEr TO REMAIN. FURNISH ANO INSTALL COMMUNICATION ~TCH & BRACKET AND FIBER INTERCONNECT UNIT & TERMINATION PER CHY OF IR\IINE REQUIREMENTS. SEE SPECIAL PROVISIONS FOR FIBER INTERCONNECT TERMINATION CHARTS AND COMMUNICATION INFRASTRUCTURE DIAGRAM. FURNISH AND INSTALL NEW 60 STRANO FIBER OPTIC CABLE (J6SM/24MM) ANO 25 PAIR PEJ9 COPPER CABLE IN DESIGNATED CONDUIT, FURNISH ANO INSTALL NEW 3• CONDUIT, MIN. 30" BELOW TOP OF CURB. FURNISH AND INSTALL NEW 4• CONDUIT, MIN. 42" BELOW FINISHED SURFACE, BY BORING METHOD. SEE SPECIAL P~O\IISIONS, FURNISH AND INSTALL NEW 4• CONDUIT FROM DESIGNATED f6 PULL BOX TO NEW SIDE-MOUNT TELEMETRY CABINET. SCALE JOB NO. PLANS PREPARED BY: FURNISH AND INSTALL NEW #6 PUU. aox PER DETAIL fJ ON SHEET 7. REMOVE EXISTING SIGNAL INTERCONNECT CABLES BETWEEN CONTROLLER CABINET G MACARTHUR BOULEVAAO ANO CONTROLLER CABINET o MARTIN. REMOVE EXISTING SIGNAL INTERCONNECT CABLES BO'WEEN CONTROLLER CABINET G MARTIN AND CONTROLLER CABINET o VON KARMAN AVENUE. [IT] REUSE EXlSTING 60 STRAND FIBER OPTIC CABLE (36SM/24MM) AND 25 PAIR PE:39 COPPER CABLE FROM CONTROLLER CABINET o VON KARMAN AVENUE TO THE NEW CONTROLLER CABINET O 'ffi.LER AVENUE. PROTECT IN PLACE Cf!Y OF NEWPORT BEACH INTERCONNECT, INSTALL CONDUIT INTO EXISTING PULL aox. CONNECT NEW ANO EXISTING CONDUIT. REMOVE EX/STING CONDUCTORS AND INSTALL CONDUCTORS f,.S INDICATED. NTEAC<HECT PLAN CIP NO. 33-4030 Pl.AN CHECK NO. TETRA TECH, INC. 1"=40' P00622-0072 °"""""' EMC PERMIT NO. r-i--r--r-------------1---1---1---1-----L-~---l ;~~:~~.~~ CAMPUS DRIVE from MacArthur Blvd to Jamboree Rd ~==~::;:::::;:::::::::::::::::::::::::::~=====~=====~::::-:'to_RA_WN_BY_, __ so_1 "T_s_/_o_<-j =h~ ~2a1e DESIGNED BY: WJB 5/04 &, /4./ CHECKED BY: f-lYO 5/04 KEKOA ANDERSON RCE 53693 NO. DATE REVISIONS DIGR. APPROV. DATE CITY OF IRVINE l'\J3UC WOOl<S OEPARThENT 5 " 8 EXIST, SIC TO CONTROLLER CABINET O MARTIN SEE DETAIL "A" .1'::vo ' ~ i\!:Y2 !;=~=-~--=--------- 11 EXIST, J"C 11 EXIST, J"C ~ '""" 11 EXIST. J"C ' 11 EXIST J"C ffi ~~~~----• -~ ' +-------❖--------<>---------G------G--------o--------G---------C-·-----J.-c---------·----------~ "' ,, ..J /' ,=,~-'.~===========~-=-~= =======~-=;-======-~===============-=~~~~===='-~~=--~"'"~, 0 e" ICAMPUS DRIVE ~ I ,.,' ~ • i 40' I SEE TRAmc SIGNAL PLAN SEE TRAFFIC SIGNAi. P GENERAL NOTES: 1. ALL WORK, MATERIAL AND EQUIPMENT SHAU CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPT. OF TRANSPOR'TATION, STANDARD PLANS ANO STANDARD SPECIFICATIONS DATED JULY, 200:2, THE SPECIAL PROVISIONS FOR iHIS PROJECT, ANO iHE CrtY Of IRVINE STANDARDS ANO DESIGN MANUAL 2. UTILffiES SHOWN ON THESE PLANS ARE CORRECT ANO ACCURATE TO THE EXTENT OF AVAllABLE RECORDS AND KNOWLEDGE, THE CONTRACTOR, HOWEVER IS REQUIRED TO ASCERTAIN THE EXACT LOCATION Of UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR !NTERFERE WITH TI-1EIR SERVICE. J. THE CONTRACTOR SHALL OBTAlN ALL NECESSARY PERMITS ANO NOTIFY ALL UTILITY COMPANIES A MINIMUM Of' 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBIUTY Of THE CONTRACTOR TO COORDINATE ALL PHASES Of' CONSTRUCTION WITH THE VARIOUS LmUTY COMPANIES INVOLVED. ALSO NOTIFY CITY OF IRVINE INSPECTION 48 HOURS PRIOR TO CONSTRUCTION o (949) 724-6505. 4. ALL TRAfflC SIGNAL EQUIPMENT SHALL BE FURNISHED ANO INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. 5. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULL BOXES, CONDUITS, LOOP DETECTORS, COr,.rfROLLER AND POLES IN THE FIELD. 6. ALL CONDUIT SHALL BE J" UNLESS OTHERWISE SPECIFIED. 7. ALL NEW PULL BOXES SHALL BE NG. 6 UNLESS OTHERWISE SPECIFIED. ALL INTERCONNECT PULL BOXES SHALL BE NO. S WffH 45' SWEEPS AT FAR ENOS OF THE PULL BOX. ALL NO. 6 PB COVERS SHALL BE FIBERUTE. 8. TI,E CONTRACTOR SHALL GROUT AU. PULL BOXES WITH 1 • DRAIN PLUG. 9. THE CONTRACTOR MAY PLACE CONDUIT 8Y JACKING OR DRIWNG. TELLER AVENUE OETAL "A" N.T.S. [iJ 7 3 2 ' DETAL "8• N,T.S. CONSTRUCTION NOTES: OETAL "C" N.T.S. EXISTING MULTISONICS 820A CONTROLLER IN TYPE "p" CABINET WITH M0DIF1ED TYPE II SERVICE TO REMAIN. FURNISH ANO INSTALL VIDEO TAANSMISSlON EQUIPMENT, COMMUNICATION SWITCH & BRACKET, FIBER INTERCONNECT UNIT & TERMINATION, AND NEW SIDE-MOUNT TELEMETRY CABINET PER CITY Of IRVlNE REQUIREMENTS. SEE SPECIAL PROV1SIONS FOR FIBER INTERCONNECT TERMINATION CHARTS ANO COMMUNICATION INFRASTRUCTURE DIAGRAM. EXISTING MULTISONICS 820A CONTROLLER IN TYPE "P" CABINET WITI-l MOOIF1ED TYPE II SERVICE TO REMAIN. FURNISH ANO INSTALL COMMUNICATION SWITCH & BRACKET, FlBER INTERCONNECT UNIT & TERMINATION, ANO NEW SIDE-MOUNT TELEMETRY CABINET PER CITY Of IRVINE REQUIREMENTS. SEE SPECIAL PROVISIONS FOR FlBER INTERCONNECT TERMINATION CHARTS AND COMMUNICATION INFRASTRUCTURE DIAGRAM. EXISTING MULTISONICS 820A CONTROLLER IN TYPE -p• CAl3INET WITH MODIFIED TYPE II SERVICE, AND SIDE-MOUNT CABINET TO REMAIN. FURNISH AND INSTALL COMMUNICATION SWITCH &: BRACKET ANO FIBER INTERCONNECT UNIT & TERMINATION PER CrJ'r' Of IRVINE REQUIREMENTS. SEE SPECIAL PROVISIONS FOR FlBER INTERCONNECT TERMINATION CHARTS AND COMMUNICATION INFRASTRUCTURE DIAGRAM. FURNISH AND INSTALL NEW 60 STRANO FlBER OPTIC OBLE (J6SM/24MM). AND 25 PAIR PEJ9 COPPER CABLE IN DESIGNATED CONDUIT. FURNISH AND INSTALL NEW J" CONDUIT, MIN. JO" BELOW TOP OF CURB. FURNISH ANO INSTALL NEW 4• CONDUIT, MIN. 42" BELOW FINISHED SURFACE, 8Y BORING MEnlOD. SEE SPECIAL PROVISIONS. FURNISH ANO INSTALL NEW 4" CONDUIT FROM DESIGNATED 16 PULL BOX TO NEW SIDE-MOUNT TELEMETRY CABINET. DRAWN BY: DESIGNED BY: JOB NO. PLANS PREPARED BY: so, 5/04 WJB 5/04 [iJ [iJ §] FlJRNISH AND INSTALL NEW f6 PULL BOX PER DETAIL #J ON SHEET 7. REMOVE EXISTING SIGNAL INTERCONNECT CABLES BE'IWEEN CONTROLLER CABINET O MACARTHUR BOULEVARD ANO CONTROLLER CABINET Q MARTIN. REMOVE EXISTING SIGNAL INTERCONNECT CABLES BETWEEN CON'IROLLER CABINET 0 MARTIN ANO CONTROLLER CISINET o VON KARMAN AVENUE. [DJ REUSE EXISTING 60 STRAND FlBER OPTIC CABLE (J6SM/24MM) AND 25 PAIR PE39 COPPER CABLE FROM CONTROLLER CABINET O VON KARMAN A\IENUE TO THE NEW CONTROLLER CABINET O TELLER AVENUE. PROTECT IN PLACE CrtY OF NEWPORT BEACH INTERCONNECT. INSTALL CONDUIT INTO EXISTING PULL BOX. CONNECT NEW ANO EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED. NTEACON£CT PLAN CAMPUS DRIVE from MacArthur Blvd to Jamboree Rd CITY OF IRVINE CIP NO. 3340JO PLAN CHECK NO. 00381404EMC 6 NO. OATIS REVISIONS ENGR. APPROV. DATIS CHECKED BY: <YO 5/04 KEKOA ANDERSON RCE 5J89J Pl.l3UC WORKS DEPARTM3'1T o, 8 DETAIL #1 @Pif,ir~ Sbo>ddloop«lDl>Ottloo, Nomborl)oopoio...tlOtho<:DO,-lli 5/16"tol/2"!brl'ypo!Loop-- wm. LOOP LAYOUT & SPLICING DETAIL #2 ~------------Du~:"c.~ot 1~amp C<II>-Ughl AC, Common l:!:I::!3 '"' AUXILIAAY PANEL POLICE: P#lEL Lf-++==-----1..J... __ ~ Tlmo ~--------flooh RIOo~ Floo/lPow« A.c.+uo111a TYPE 90 AND MODEL 820A CONTROLLER CABINET WIRING DETAIL #3 FlBREUTE COVER PULL BOX WITH 45 DEGREE ELBOWS DETAIL #4 T'l?E P CABINET FRONT VIEW TOP VIEW 4" INTERCONNECT CONDUIT TO NO, 8 PUU BOX NOTE: (<\ CHIP EXISTING P.C.C FOUNDATION \..'..J AT CENTER OF TERMINATION CABINET. INSTAU 4• CONDUIT, REPAIR P.C..C FOUNDATION REPLACE WITH GROUT EXISTING FOUNDATION/4" INTERCONNECT CONDUIT DETAIL SINGLE PHASE, -{'-0--N SECONDARY, 120/2 ~ 3 WIRE SERVICE ~ USE ONLY 1r 240V IITTERSECTION LIGHTING ~' IS REQUIRED. SEU SERVICE WIRING DIAGRAM METER SOCKET 2"C TO PO¼ER COMPANY SERVICE POINT COMMON SERVICE GRQUND ROD DETAIL #5 J"CONOUIT used tor DLC'a 2" CONDUIT TO PO\'IER COMPANY SERl/1CE POINT .l(COPPER GROUND ~00 (COMMON SERVICE} ALUMINUM SERVICE ENCLOSURE 'MTH METER SOCKET AS REQUIRED BY UTILITY CONTROLLER CABINET & MODIFIED 1YPE II SERVICE DETAIL #6 INTERCONNECT TERMINATION CABINET ENCLOSURE INSIDE CABINET VIEW Pl,YWOO'.) 8ACl<-PI.ATE 1 1/2" CONDUIT TO POl'<ER PANEL J" CONDUIT TO '6 PULLBOX (u~ord for Slgncl Wlrn) SIDE MOUNT INlEHCONNECT C"81NIT 4~1NTERCONNECT CONDlJIT I e+---TYPE •p• CABINET FILI (OUTSIDE MOUNT) TERMINATION BLOCK 1}.f C, TO EDISON SER"1CE ALL CONDUITS PLACED TO REAR OF CONTROLLER CABINET LOAD BAY 18" ABOVE GRADE FOR m>E (hf>FcO,,.~~DATION CABINET FOUNDATION \~~ DETAIL #9 FRONT OF CABINET f----------'1"--------1" ~• ABOVE QS,OE J•• BELOW ORAf>E TOP VIEW 2• EDISON LINE CONDUIT GROUNDING ROD SIGNAL & DLS 4"C, COMM ~ 6.5" • • f----------'1"--------j ATMS DUAL 332 CONTROLLER CABINET BASE DETAIL #10 DOME DRILL &Hr[s (1W ~611 =::},· l l 90 OE AND THREAD IN WATER : POWER CONTROL □ 4" CONO\JIT_,.....,... mmn 11111111111111111 FUSES lERMlt!Al BLOCK Top Shelf 6 loot loop Coble Lobles 1. All rn,...., ""' \o be opllQ<O Tube lo t~b• and ~o, \o Col<>t. 2-A \olol of 10 opllon or• lo b• pjoood In •<><h opllc• \,oy, J. M\•c a ao\ of te opllon !iove bun oompl<>tod, "!'lie"" and !Ibo, lo to b• lold Into Spllc• \,oy In ono bundlo. 2-Sool with olllcon• botwoon n.,. olO• mount oobrn•I and ••l•~ng oont,o1loc e<ablnol ot time at lno\ollollon. FIBER INTERCONNECT UNIT (F!U) DETAIL #7 ( EXACT LOCATION BY ENGINEER IN THE FIELD ) POLE LOCATION CODE f'HORHUlll!llC Cat. M'ERCAAI. TO SI~ FlXl\JRE TO CITl1Efl SK:11 ~~ DETAIL #8 ~c~nw. lAMP l,!EIER I -~ 111 AWQ SIGN CIRCUIT PHOTO CE!..l. ill COVER fOfl STREIT UGlfTS ILLUMINATED MAST ARM SIGN WIRING DIAGRAM NO. DATE REVISIONS ENGR. APPROV. OATE (NOTE: -r"11t-----coa,o,E OF EAC:~Es~o~~E~~~~~ DRIVER 1A POU: CCTV CAMERA ASSEMBLY S05JC22-PG-E1 SPECTRA DOME (INSTALLED BY CONTRACTOR) 3-if14 AWG lHI\N SOLID IYIRE FOR POWER BLACK, 'M-llTE, GREEN (INSTALLED BY CONTRACTOR) USE TRON •HEB-AA FUSE HOLDER ,!c FU.15AMP FUSE IN PULL BOX) 2 -112• HOLES TAPPED IN POLE USE 1/r WATER TIGHT STRAIN RELIEF CONNECTORS W/ TWO TYPES OF OPENINGS PART # HUBBELL # SHC-1022 (.250"-.J75• OPENING) PART I HUBBEU I UFC-0001 (.250"~.550" OPENING) BELDEN 8241 RG59-75 OHM COAX CABLE (INSTAU.ED BY CONTRACTOR) BELDOr-1 949J (J-;f18) (INSTALLED BY CONTRACTOR) CC1V MOUNTING SPECIFICATIONS NOTE: SCALE JOB NO. NO SCALE P00622-0072 DRAWN BY: SOI 5/04 DESIGNED BY: WJS 5/04 CHECKED BY: HYO S/04 DETAILS APPLICABLE ONLY WHEN CALLED FOR ON SIGNAL PLAN PLANS PREPARED BY: TRAfFIC SIGNAL CETALS ~ TETRA TECH, INC. CAMPUS DRIVE INFRASTRUcnJRE SERVICES GROUP 1~1-.1 LJ,GUW, t:.WrllN ll(Wl, Sllf( 200 TRAFFIC SIGNAL SYSTEM UPGRADE rlMNE. COLJroRIM 92618 (949) 717-70W ~~ CITY OF IRVINE KEKOA ANDERSON RCE 5J89J PUlUC WORKS DEPARThENT 0 0 0 CIP NO. JJ4QJO PlAN CHECK NO. 00301404EMC PERI.IIT NO, 7 Of 8 • BENCH MARK: n EXISTING ~ EXlSTING BASE FUtL DEPTH /,/; CURB & SAWCllT DETAL NC SCALE 1N THE CllY OF JIM€, AT TI-II!'. MERSECllON OF lEU.ER AVENUE AT rJJM'US ORM: A COHTflOL POINT SU IN 1HE MERSECTlON OF TEll.ER AVENUE /,JfJ CNiPJS ORM: N 11259,6642 E 5000,0099 El.EVAJJON: 45.53 OAl\JM: HAW 19118 BASISOFBEARNQ: THE CENTElllJtE: OF ~ llRrl'E BElHG N 49'19'34_ W AS 51«:MN ON TJW:T No. 5902, BOOK 2.19, PAGES 2B !I 29. -· 39+ 1.35 8.00' 46.85 46.18' FS 39+04.74 88.16' JOIN EXIST SW BEGIN SW 7 C 39+04,74 ~i~NEXsW 39+14. JOIN BEGIN / ,::_ i Ii , Ii ii I ~! ·'" NO. OATE CITY OF ""&WF!ORT--BEACW. -·~---------/\--_;::.c __ , , ____ ,,_, ...=-,...::::..=7li7= ~-!#1\,!"'-' -'"0 BC ii REVlSIONS JDIN EXIST SW BEGIN SN ENGR. ' SCALE ,•,.:zo· DRAWN BY: DESIGNED aY: .APPROV. OATE CHECKED SY: JDB NO. P00622-0072 cc 5/04 HYO 5/04 "' 5/04 PLANS PREPARED BY: ~ TETRA TECH, NC. INFRASTRUCTURE SE'.IMC!':S GROUP 1~2~1 ~ <:AN\'W ~ SUT1: 2.00 ~h~~92S18 ~~ KEKOA ANDERSON RCE 53893 CONSTRUCTION NOTES 0 SAWCVT PAVEMENT ® REMOVE CONCRETE CURB RAMP 0 REMOVE CONCRETE (SIDEWALK) 0 CONSTRUCT CONCRETE SIDEWALK PER CllY OF IRVINE STANDARD Pl.AN 201 0 CONSTRUCT CONCRETE SIDEWAL.X PER CITY OF NEWPORT BEACH STANDARD PLAN 160-L © CONSTRUCT 8" CONCRETE CURB PER CITY OF NEWPORT BEACH STANDARD PLAN 182-L "ffPE 8 ANO FUU. DEPTH ~ SECTION TO SAWCUT LINE. (SEE DETAIL BELOW) 0 CONSTRUCT RAISED ISL.ANO (1YPE C PASSAGEWAY) PER CALTRANS STANDARD PLAN RSP A888 © CONSTRUCT CONCRETE CURB RAMP PER CALTRANS STANDARD PLAN RSP A88A © CONSTRUCT CONCRETE CURB RAMP PER CALTRANS STANDARD PLAN RSP AeBA ANO CONSTRUCT CONCRETE CURB AND SIDEWALK PER CITY OF IRVINE STANDARD PLAN 202 @coNSTRUCT PATTERN STAMPED CONCRETE CURVE DATA ' R t, L T 1 104.00' 34•12•51• 82.10' 32.01' 2 2.00' 144'13'31" 5,0J' 6.20' ' 2.00' 101'26'26" J,54' 2.45' ' 2.00' 141!"32'52" 5.19' 7.10' LEGEJI[) c~~~~~~u ® PATTERNED STAMPED CONCRETE CONSTRUCTlON DETAL CAMPUS DRIVE AT TELLER AVEN.IE CITY OF IRVINE PU3UC WORKS DEPARThENT CIP NO. :n,1-0JO Pl.AN CHECK NO. 00361-404 EMC PERI.CIT NO. ssm 8 OF 8