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HomeMy WebLinkAboutT_5925_S,_ ___ , _____________ ...., ___________ ...,......,,_,_ ___________ ....,....,....,....,.....,.,_....,....,_..,.....,...,.. ..... ....,....,. ___ ....,...__...,...,.._,.... ___ ...,._,....,__....,...,. ____ ....,,.... _______ _,......,..,.. __ ...,. ____________ ~-~-------"""'"""'"""'"""'""""""""''""'"""''"""'"""""""""""'""""•~"''1""r:w.._-..,.m,,,,·•==---="""'""~a=•"""'=·~ CONSTRUCTION PLANS FOR THE UPGRADE OF TRAFFIC SIGNAL SYSTEM ON CAMPUS-DRIVE FROM M·ACAR THUR BOULEVARD TO JAMBOREE ROAD GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CITY OF IRVINE STANDARD DRAWINGS, CITY OF IRVINE STANDARD SPECIFICATIONS, THE CALTRANS STANDARD SPECIFICATIONS (JULY 2002), CALTRANS STANDARD PLANS (JULY 2002), THE WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.-MANUAL), ADA, TITLE 24 REQUIREMENTS, AND MOST CURRENT UBC UNLl':SS SPECIFIED OTHERWISE.IN THE CONTRACT SPECIAL PROVISIONS. 2. THE CONTRACTOR SHALL TELEPHONE THE CITY OF IRVINE INSPEC- TION (949) 724-6505 AND THE CITY OF IRVINE TRAFFIC OPERA- TIONS (949) 724-7649, AT LEAST TWO WORKING DAYS ( 48 HOURS) PRIOR TO STARTING CONSTRUCTION. 3. 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 THE CITY ENGINEER. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE THE RELOCATION OF-ANY EXISTING UTILITIES DEEMED NECESSARY BY THE PROPOSED IMPROVEMENT. 5. 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. 6. 7. 8. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) (800) 422-4133 AT LEAST THREE WORKING DAYS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. I ALL CONCRETE WORK AS SHOWN ON PLANS (CURB & GUTTER, STORM DRAIN, PIPE, MANHOLES, SIDEWALK, ETC.) SHALL BE EXTRA STRENGTH CONCRETE WITH 7 SACK TYPE II CEMENT OR 6 SACK TYPE V CEMENT, UNLESS DEEMED UNNECESSARY BY SULPHATE CONTENT TESTS AS APPROVED BY THE CITY OF IRVINE. CONTRACTOR SHALL OBTAIN ANY REQUIRED 0.S.H.A. PERMITS PRIOR TO ANY EXCAVATIONS. ARROW BOARDS SHALL BE USED ON ANY 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 TRAFFIC SIGNAL WORK SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS AND IS SUBJECT TO STATE INSPECTION. 12. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. • 13. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. 14. PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE, EXISTING SURVEY MONUMENTS SHALL BE NOTED AND DOCUMENTED BY THE CITY'S LAND 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 DESIGNATED. 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 AWARD. DI DIAL TOLL FREE 1-800-227-2600 AT LEAST 1WO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA 7 CIP NO. 334030 INDEX OF DRAWINGS -· I I :ii ii! l:l WRMCAPKW'I'" ll M.lllN PKln' WORK TO BE DONE: 0 0 CCTV CAMERA SYSTEM AND MPEG TRANSMISSION SIDE-MOUNT CABINET 0 FIU PLANS PREPARED BY: 0 0 0 1-..:o !! ~ """1JTIMC i \1 ~ I I ~ -~ """"' "' IWl'M!C'- "'-l'tW ALTOM"""' ~ PROJECT ~ ~ ~LOCATION - -we~ CITY OF IR VINE LOCATION MAP z w ~ ~ ~ ~ ~ CAWUS i DRIVE D:'. ~ ~ It! z ~ I I I I '-1----'I J l:::l D:'. g ~ FIU TERMINATION 4"C TO SIDE-MOUNT CABINET, MODIFY CABINET BASE TRAFFIC SIGNAL INSTALLATION NO SCALE COMMUNICATION SWITCH AND BRACKET INSTALL 24/36/12 FIBER, 25 PR PE-39 SIC CABLES CCTV MPEG TRANSMISSION INDEX MAP SHEET NO. 1 DESCRIPTION TITLE SHEET TRAFFIC SIGNAL MODIFICATION PLAN MACARTHUR BOULEVARD @ CAMPUS DRIVE 3 TRAFFIC SIGNAL MODIFICATION PLAN CAMPUS DRIVE @ VON KARMAN AVENUE 4 TRAFFIC SIGNAL INSTALLATION PLAN CAMPUS DRIVE @ TELLER AVENUE INTERCONNECT PLAN INTERCONNECT PLAN 5 6 7 8 TRAFFIC SIGNAL DETAILS CONSTRUCTION DETAIL CAMPUS DRIVE @ TELLER AVENUE UTILITY AND AGENCY INDEX IRVINE 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 WORLDCOM XO COMMUNICATIONS CITY OF IRVINE AIRPORT ENTRANCE NO SCALE 0 3 O'.l AIRPORT ENTRANCE MICHELSON DR D:'. ::::, I I-D:'. -0:: ~ 2 949 453-5609 714 378-3211 818 701-4546 949 458-4676 714 593-7318 714 666-5503 909 776-3914 949 546-2754 626 666-3526 949 417-7772 949 724-6000 SB 1-405 RAMPS II JI I X f-----[IJ I'. _Is 0 3 O'.l D::: ::::, I I-D::: ~ 2 DOUGLAS [TI · FURNISH AND INSTALL COMMUNICATION SWITCH & BRACKET, FIBER INTERCONNECT UNIT & TERMINATION, AND NEW SIDE-MOUNT TELEMETRY CABINET PER CITY OF IRVINE REQUIREMENTS. SEE SPECIAL PROVISIONS FOR FIBER INTERCONNECT TERMINATION CHARTS AND COMMUNICATION INFRASTRUCTURE. DIAGRAM. IT] . FURNISH AND INSTALL FIBER SPLICE KIT, HOUSING & TRAY KIT AND BACKBOARD. SEE SPECIAL PROVISIONS I.""\\ , FOR FIBER INTERCONNECT TERMINATION CHARTS AND COMMUNICATION INFRASTRUCTURE DIAGRAM. ~•:::c~,D '--------------------------------------------1,~t)) r,S'l2S~ 100% BID SET SUBMITT Al 5/14/04 CIP NO. 334030 DATE APPROVED BY: TN ~ 11 0 APPROVED BY: CllY ENGINEER (IRVINE) TITLE SHEET -TRAFFIC SIGNAL SYSTEM UPGRADE PLAN CHECK NO. 00361404 EMC DRAWN BY: t• i c-~if s--11.tfr CAMPUS DRIVE 6 5 TETRA TECH, INC. INFRASTRUClURE SERVICES GROUP SOI 5/04 DATE PERMIT NO. ~- OOSS1S08 MOE 4 -+-----1----------------------------t----t----t-----a 16241 LAGUNA CANYON ROAD, SUITE 200 DESIGNED BY: WJB 5/04 SHEET ~ 3 -+-----l----------------------------1----1-----ir----a IRV1NE, CAUFORNVI 92618 No. 53893 Exp. 12-31-05 MARKCAR~u.;, • .,-() R.c.E. No. 31515 DATE DATE from MacArthur Blvd to Jamboree Rd APPROVED BY: APPROVED BY: 8 ......,,.,,. / ,/ / CHECKED BY: TRANSPORTATION MANAGER (NEWPORT BEACH) c 1 i (949) 727-7099 DATE l----l----l----------------;1-----1-----11-----11~c::5'5fa/ 5/14/04 -------Q~J.fu.24-<hv'--/¼llt,(7,ZO ITY F IRVIHE ~ REVISIONS ENGR. APPROV. DATE KEKOA ANDERSON RCE 53893 DATE RECOMENDED BY: l]'gHARO EDMONSTON R.C.E. No. 22045 ~ DATE DATE PUBLIC WORKS DEPARTMENT OF 8 1: ._.;.;.;.;_.1..,.;;;.;.;.;;...,J.. __________ ..;.;;;;.;.;;;;.;.;,_. ____________ ....., ____ ...._ ............................ ------------------------.._--=--------..... -...a. .... .,;,;;,;;.;,;;,,.;;;;.;_,;.;_,..;.;..._.;.;;;; __ .;,;;;,;..,;;;;;;;.;.;..,.. .... :;;.:.::.....i...,;.--------------,.:;;;',:.;...,L,. _____ ~::;.;;;::::.;:;...:~;.:..:::.;.;:..::.:.:::.:.:.:.::.::::.:..:...-----.L. ..... --.......... -I= T -~C/ZS-7 2 1 NO. DATE HYO 5/04 DATE OJ (.!) 3:.: <( CONSTRUCTION NOTES: EilSTING MULTISONICS 820A CONTROLLER IN TYPE "p" CABINET WITH MODIFIED TYPE II SERVICE. TO REMAIN. FURNISH AND INSTALL VIDEO TRANSMISSION EQUIPMENT, COMMUNICATION SWITCH & BRACKET, FIBER INTERCONNECT UNIT & TERMINATION, AND NEW SIDE-MOUNT TELEMETRY CABINET PER CITY OF IRVINE REQUIREMENTS. CONTRACTOR SHALL MODIFY EXISTING CONTROLLER CABINET BASE PER DETAIL #4 ON SHEET 7. SEE SPECIAL PROVISIONS FOR FIBER INTERCONNECT TERMINATION CHARTS AND COMMUNICATION INFRASTRUCTURE DIAGRAM. FURNISH AND INSTALL PA402 (POLE ADAPTER), 1WM24-GY (MOUNT ARM), STRAPS, CCTV CAMERA, TRANSLATOR BOARD AND DOME PER DETAIL #10 ON SHEET 7. FURNISH AND INSTALL BELDEN 8241 RG59/U COAXIAL CABLE AND BELDEN 9493 3-#18 (CONTROL) C.~BLE FROM CCTV CAMERA TO CONTROLLER CABINET IN EXISTING DESIGNATED CONDUIT (SIZE AS S~OWN}. FURNISH AND INSTALL 3-#14 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 THE EKISTING PULL BOX, INSTALL 5 AMP FUSE AND IN-LINE WATERPROOF FUSE HOLDER. USE TYPE "C" SPLICE & METHOD "B" INSULATION PER CALTRANS STD. PLAN ES-13A. CONDUCTOR SCHEDULE RUN NUMBER CIRCUIT & & & & ffi & & 01 -6 6 3 --- --- -- EXIST. 2 1 /2"C, 3-DLC 02 3 3 03 -3 3 3 3 3 -MACARTHUR 04 05 06 07 08 02P #14 04P 06P 08P 02PPB & BPB MPPB & BPS 06PPB & BPB 0BPPB & BPB PPB & BPB COMMON I.S.N.S. SPARES . TOTAL SIGNAL COMMON #10 LUMINAIRE TOTAL 01 02 DET. ¢3 LOOP 04 CABLE ¢5 2#16 06 07 08 TOTAL 25 PR HYBRID SIC (CCTV) RG-59 VIDEO CABLE A (CCTV) 3 #14 POWER WIRES A (CCTV) 3 #18 CONTROL CABLE A CONDUIT SIZE ALL CONDUITS ARE EXISTING. (N) = NEW CABLE/CONDUCTOR A SEE SPECIAL PROVISIONS - 3 - 3 3 2 - - 2 1 - - 2 1 1 3 24 1 2 3 - - 2 - - - - 5 7 2 - 1 (N) - 1 (N) - 1 ( N) 3" 6 3 6 3 6 6 6 - 6 3 2 2 4 2 4 4 4 2 3 1 3 3 3 3 3 1 2 1 2 1 6 3 78 47 2 1 2 2 4 3 1 1 7 7 2 - 5 5 1 1 7 7 2 2 5 - 30 23 3 1 1 1 1 (N) - 1 1 1 (N) - 1 1 1 (N) - 2-3" 3" 3 3 3 - 3 3 3 3 6 3 3 3 ---- 3 3 3 - ---- 2 2 -- 4 2 2 2 2 2 2 - ---- 2 1 -N - 3 3 2 1 1 1 1 1 1 1 1 1 N 1 1 1 1 3 3 3 3 40 31 27 15 1 1 1 1 2 2 2 2 3 3 3 3 1 1 1 1 - --- --- 5 5 ------ 7 7 7 7 2 2 -- - --- 15 15 8 B - - -1 1 1 1 - ---- 1 ' 1 1 - ---- 1 1 1 - ---- 3" 3" 3" 3" 50 MPH EXIST. 1 1 /2"C, 12 PR #22 SIC TO CONTROLLER CABINET @ BIRCH STREET EXIST. 2 1/2"C, 4-DLC, 25 PR HYBRID, 18 FIBER CABLE SIC 1. 2. 3. 4. 5. GENERAL NOTES: ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, 2002, THE SPECIAL PROVISIONS FOR THIS PROJECT, AND THE CITY OF IRVINE STANDARDS AND DESIGN MANUAL. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE 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 INTERFERE WITH THEIR SERVICE. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY 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 THE VARIOUS UTILITY COMPANIES INVOLVED. ALSO NOTIFY CITY OF IRVINE INSPECTION 48 HOURS PRIOR TO CONSTRUCTION @ (949) 724-6505. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULL BOXES, CONDUITS, LOOP DETECTORS, CONTROLLER AND POLES IN THE FIELD. 6. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED. 7. ALL NEW PULL BOXES SHALL BE NO. 6 UNLESS OTHERWISE SPECIFIED. 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 FIBER LITE. 8. THE CONTRACTOR SHALL GROUT ALL PULL BOXES WITH 1" DRAIN HOLE. 9. THE CONTRACTOR MAY PLACE CONDUIT BY JACKING OR DRILLING. 10. ALL VEHICLE INDICATIONS SHALL BE 12" (RED, YELLOW, AND GREEN INDICATIONS SHALL BE L.E.D.) WITH METAL HOUSINGS AND BACK PLATES. 11. ALL LOOPS SHALL BE 6' DIAMETER, WITH 1 O' SPACING IN THE DIRECTION OF TRAVEL, CENTERED IN LANES UNLESS OTHERWISE SPECIFIED. LOOPS SHALL BE PLACED 7' BEHIND LIMIT LINE OR CROSSWALK. 6' DIAMETER LOOPS SHALL HAVE 4 TURNS MINIMUM. 12. ALL TRAFFIC LOOPS, SIGNING, PAVEMENT MARKERS AND STRIPING SHALL BE ·COMPLETED PRIOR TO TURN ON. 13. THE CONDUCTOR SCHEDULE IS FURNISHED AS 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 AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. 15. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. 7 6 5 4 3 2 NO. DATE \ \ \ REVISIONS \ \ I\ No. CD ® 0 © ® ® 0 1-- \ \ ENGR. APPROV. POLE DATA ' TYPE HEIGHT 26-4-70 30' 1-A 1 O' 29-5-70 30' 26-4-70 30' 15 30' 29-5-70 30' 15 30' SCALE 1"=20' DRAWN BY: DESIGNED BY: DATE CHECKED BY: POLE SCHEDULE SIGNAL H.P. SOD. VAP. SIGNAL HEADS AND MOUNTINGS PED. PUSH BUTTON POLE LOCATION ILLUMINATED STREET M.A. M.A. WATTS VEHICULAR M.A. PEDESTRIAN TYPE PHASE QUAD. "B'l I "E" I "C" NAME SIGN (DBL. FACE) 40' 15' 250 (;z) SV-1-T 2-MAS SP-1-CS B 6 SE EXISTING MacArthur TV-2 SP-1-CS B• 6• SE• EXISTING -- --B 8 SW - 55' 15' 250 SV-3-TB ::l-MAS SP-2-CS B• 8• SW• EXISTING Campus B B 2 8 SE SW 45' 15' 250 SV-1-T 2-MAS SP-1-CS B 2 NW EXISTING MacArthur 15' 250 sv~1 -T SP-1-CS B• 2• NW• EXISTING --B 4 NE - 55' 15' 250 SV-1-T 3-MAS SP-1-CS B 4 NE EXISTING Campus 15' 250 SV-2-T SP-1-CS B• 4• NE• EXISTING --B 6 SE - INDUCTIVE LOOP DETECTOR SCHEDULE~ SENSOR CHANNEL DETECTOR 1 5-02 1 BOULEVARD EXIST. 2"C, 4-DLC 45 MPH ◄ 2 6-¢2 1 1-¢5 I !1 '1 \ i \ JOB NO. P00622-0072 SOI 5/04 WJB 5/04 HYO 5/04 --2 2 SPARE 1 4-04 3 2 5-04 1 1-¢7 4 2 2-07 1 5 ' 5-¢6 2 6-06 1 1-01 6 2 SPARE 1 4-¢8 7 2 5-08 1 1-¢3 8 2 2-03 9 1 .... 1-¢2 2 .... 3-¢2 1 eA 2-¢2 10 2 .... 4-¢2 1 It A 11 1-04 2 .... 2-¢4 1 e A 12 3-¢4 2 • .,. 1-¢6 1 .... . 2-¢6 13 2 .... 3.-¢6 1 .... 4-¢6 14 . 2 .... 1-¢8 1 • " 2-¢8 15 2 • .,. 3-¢8 1 ♦ 7-¢2 16 2 ♦ 7-¢6 SENSOR UNITS SHALL BE RACK- MOUNTED WITH INTEGRAL TIMING CAPACITY PER CHANNEL CALL HOLD: 0-5 SEC. MIN. CALL DELAY: 0-30 SEC. MIN. SPECIAL DETECTOR OPERATION SHALL BE AS NOTED A = SYSTEM SAMPLE -NO OUTPUT TO e = CALL HOLD ♦ =: DELAY PHASE PHASE -FUNCTION -SEQUENCE DIAGRAM VEHICLE & PEDESTRIAN MOVEMENTS PER FUNCTION NEMA PHASE DESIGNATION COORDINATION FUNCTION * DETERMINED BY MASTER COMPUTER DURING COORDINATION OPERATION 3"C, INSTALL 72 STRAND FIBER OPTIC CABLE (36SM/24MM/12SM) AND 25 PAIR PE39 COPPER (SEE INTERCONNECT PLAN) PLANS PREPARED BY: r _) 2 3 4 5 6 * * * * * * 2+5 4+7 1+5 2+6 c-----1 3+7 1+6 3+8 SEQUENCE WITH CALLS ON ALL PHASES CABLE TRAFFIC SIGNAL MODIFICATION PLAN INFRASTRUCTURE SERVICES GROUP ~ TETRA TECH, INC. MACARTHUR BOULEVARD 16241 lAGUNA CANYON ROAD, SUITE 200 AT CAMPUS DRIVE IRVlNE, CALIFORNIA 92618 (949) 727-7099 ~drc: CITY F IRVIME KEKOA ANDERSON RCE 53893 PUBLIC WORKS DEPARTMENT 7 8 * * 4+8 CIP NO. 334030 PLAN CHECK NO. 00361404 EMC PERMIT NO. 00361806 MCE SHEET 2 OF 8 ~ 9 § ~ ~ -d 1l f:! a C> N N ~ C> ~ OJ 1 . 2. 3. 4. CONSTRUCTION NOTES: EXISTING MULTISONICS 820A CONTROLLER IN TYPE "p" CABINET WITH MODIFIED TYPE II SERVICE TO REMAIN. FURNISH AND INSTALL VIDEO TRANSMISSION EQUIPMENT, COMMUNICATION SWITCH & BRACKET, FIBER INTERCONNECT UNIT & TERMINATION, AND NEW SIDE-MOUNT TELEMETRY CABINET PER CITY OF IRVINE REQUIREMENTS CONTRACTOR SHALL MODIFY EXISTING CONTROLLER CABINET BASE PER DETAIL #4 ON SHEET 7. SEE SPECIAL PROVISIONS FOR FIBER INTERCONNECT TERMINATION CHARTS AND COMMUNICATION INFRASTRUCTURE DIAGRAM. FURNISH AND INSTALL PA402 (POLE ADAPTER), IWM24-GY (MOUNT ARM), STRAPS, CCTV CAMERA, TRANSLATOR BOARD AND DOME PER DETAIL #10 ON SHEET 7. FURNISH AND INSTALL BELDEN 8241 RG59/U COAXIAL CABLE AND BELDEN 9493. 3-#18 (CONTROL) CABLE FROM CCTV CAMERA TO CONTROLLER CABINET IN EXISTING DESIGNATED CONDUIT (SIZE AS SHOWN). FURNISH AND INSTALL 3-#14 AWG WIRES (POWER) FROM CAMERA TO EXISTING PULL BOX. SPLICE EXIST. 1 1 /2"c, POWER CONDUCTORS WITH EXISTING INTERNALLY ILLUMINATED STREET NAME SIGN (I.S.N.S.) WIRES IN THE 1-SIC TO CONTROLLER EXISTING PULL BOX, INSTALL 5 AMP FUSE AND IN-LINE WATERPROOF FUSE HOLDER. USE TYPE "C" CABINET @ MARTIN SPLICE & METHOD "8" INSULATION PER CALTRANS STD. PLAN ES-13A. • INDUCTIVE LOOP DETECTOR SCHEDULE SENSOR CHANNEL DETECTOR 1 SPARE 1 2 SPARE 1 1-¢5 2 2 SPARE 1 SPARE 3 2 SPARE 1 1-¢7 4 2 SPARE 1 SPARE 5 2 SPARE 1 1-¢1 6 2 SPARE . 1 SPARE 7 2 SPARE 1 1-¢3 8 2 SPARE 1 @A 1-¢2 9 2 .... 3-¢2 1 GIA 2-¢2 10 2 •• SPARE EXIST. 1 1 /2"C, 2-DLC, 1-SIC 3"C, INSTALL 72 STRAND FIBER OPTIC CABLE (36SM/24MM/12SM) AND 25 PAIR PE39 COPPER (SEE INTERCONNECT PLAN) EXIST. 1 1 /2"C, 2-DLC CABLE 1\iJ i • ______,_I_-_ l ---- 24 CIT-Y O id.w~E-1 1 •• 1-¢4 11 2 ..... 2-¢4 CITY OF NEWPO,RT BEACH 1 ..... 3-¢4 12 2 111 A 1-¢6 1 GA 2-¢6 13 2 Cl.A. 3-¢6 1 .... SPARE 14 2 Cl.A. 1-¢8 1 • &. 2-ill8 15 2 CIA 3-¢8 ... _,. 1 ♦ SPARE 16 2 ♦ SPARE SENSOR UNITS SHALL BE RACK- MOUNTED WITH INTEGRAL TIMING CAPACITY PER CHANNEL CALL HOLD; 0-5 SEC. MIN. CALL DELAY: 0-30 SEC. MIN. SPECIAL DETECTOR OPERATION SHALL BE AS NOTED .A. = SYSTEM SAMPLE -NO OUTPUT TO e = CALL HOLD ♦ = DELAY GENERAL NOTES: PHASE ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, 2D02, THE SPECIAL PROVISIONS FOR THIS PROJECT, AND THE CITY OF IRVINE STANDARDS AND DESIGN MANUAL. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO EXTENT OF AVAILABLE RECOROS 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 INTERFERE WITH THEIR SERVICE. THE THE CONTRACTOR SHALL OBTAIN ALL NECESSARY 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 THE VARIOUS UTILITY COMPANIES INVOLVED. ALSO NOTIFY CITY OF IRYINE INSPECTION 48 HOURS PRIOR TO CONSTRUCTION @ (949) 724-6505. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. -T 40 MPH ~ 10. ALL VEHICLE INDICATIONS SHALL BE 12" (RED, YELLOW, AND GREEN INDICATIONS SHALL BE L.E.D.) WITH METAL HOUSINGS AND BACK PLATES. 11. ALL LOOPS SHALL BE 6' DIAMETER, WITH 1 O' SPACING IN THE DIRECTION OF TRAVEL, CENTERED IN LANES UNLESS OTHERWISE SPECIFIED. LOOPS SHALL BE PLACED 1' BEHIND LIMIT LINE OR CROSSWALK. 6' DIAMETER LOOPS SHALL HAVE 4 TURNS MINIMUM. 12. ALL TRAFFIC LOOPS, SIGNING, PAVEMENT MARKERS AND STRIPING SHALL BE COMPLETED PRIOR TO TURN ON. 13. THE CONDUCTOR SCHEDULE IS FURNISHED AS 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 AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. 15. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. 5. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULL BOXES, CONDUITS, LOOP DETECTORS, CONTROLLER AND POLES IN THE FIELD. 6. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED. 7. ALL NEW PULL BOXES SHALL BE NO. 6 UNLESS OTHERWISE SPECIFIED. ALL INTERCONNECT PULL BOXES SHALL BE NO. 6 WITH 45· SWEEPS AT <::J" AND ~ FAR ENDS OF THE PULL BOX. ALL NO. 6 PB COVERS SHALL BE FIBER LITE. No. 53893 Exp. 12-31-05 8. THE CONTRACTOR SHALL GROUT ALL PULL BOXES WITH 1" DRAIN HOLE. 9. THE CONTRACTOR MAY PLACE CONDUIT BY JACKING OR ORILLING. c,v, :c: ~, -st- w :::, z w > <( z <( ~ a: <( ~ z 0 > 7 6 5 4 3 2 1 NO. DATE 1' " I -e. I I ~ I [_Ji -.._ __ I 12' 20' 12 I 11 I I 51 ro I 0 " I ~ I I I ' I 6' REVISIONS 00 -e. I 14' 20' ~ I N I I ENGR. POLE DATA No. TYPE HEIGHT CD 19-4-70 30' ® 1-A 1 O' @ 24-4-70 30' © 19-4-70 30' ® PPB POST 40" ® PPB POST 40" 0 19-4-70 30' ® 1-A 1 O' POLE SCHEDULE SIGNAL 1--_H_. P_._s_o,D_. _V_A_P_. -+--S_I_GN_A_L_HEA-,-D_S_A_N_D_M,O_UN_T_I N_G_S __ -1-'-=:...:.-'---':...::..:..:.......::..::,.:....:...:::..:...c...+.:...P_::O-=Lc::;Ec_::L.::..O_::C:..;Ac...Tl:..::O.:...N M.A. M.A. WATTS • VEHICULAR M.A. PEDESTRIAN "8" "E" "C" PED. PUSH BUTTON PHASE QUAD. 25' 12' 250 SV-1-T 2-MAS SP-1-T TV-1 SP-1-T 35' 12' 250 SV-2-T 2-MAS SP-2-T 30' 12' 250 SV-2-T 2-MAS SP-2-T 30' 12· 250 SV-1-T 2-MAS SP-1-T TV-1 SP-1-T TYPE 8 6 B• 6• B 8 B• 8• 8 B 2 8 4 B 2 B• 8 4 8 SW SW• NW NW• SW SE NW SW NE• SE SE• SW EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING ALL EQUIPMENT IS EXISTING. • = BICYCLE PUSH BUTTON/SIGN EXIST. 3"C, INSTALL 72 STRAND FIBER OPTIC CABLE (36SM/24MM/12SM) AND 25 PAIR PE39 COPPER CABLE (SEE INTERCONNECT PLAN) EXIST. 2 1 /2"C EXIST. 1 1/2"C, 2-DLC 40 MPH ~ L_J 1-¢6 ==i=-220· :r.o.l-=~ _______ BCR ___ _ N\ ---------..... ------··-. DRIVE PHASE CONDUCTOR SCHEDULE (.!) ~ CIRCUIT ¢1 ¢2 ¢3 1Zi4 ¢5 ¢6 ¢7 ¢8 ¢2P #14 ¢4P ¢6P ¢BP ¢2PPB & BPB ¢4PPB & BPS ¢6PPB & BPB ¢8PPB & BPB PPB & BPB COMMON I.S.N.S. SPARES TOTAL SIGNAL COMMON #10 LUMINAIRE TOTAL ¢1 ¢2 DET. ¢3 LOOP ¢4 CABLE ¢5 2#16 1Zi6 ¢7 ¢8 TOTAL. . .... CCTV RG-59 VIDEO CABLE 4. CCTV 3 Q14 POWER WIRES A CCTV 3 ~18 CONTROL CABLE A CONDUIT SIZE ALL CONDUITS ARE EXISTING. (N) = NEW CABLE/CONDUCTOR A SEE SPECIAL PROVISIONS RUN & ffi - - 3 3 -3 -- 3 3 -- 3 3 -3 2 2 - - -2 2 2 1 1 - - -2 2 3 1 1 1 1 3 3 21 32 . 1 1 2 2 3 3 -1 - - 1 1 -- -- -3 - - 3 3 4 8 -1 (N) -1 (N) -1(N) 3" 3" -FUNCTION -SEQUENCE NUM. & &'· 3 3 -3 -3 3 3 -3 -3 3 6 -3 2 4 2 2 -2 -2 2 3 1 3 -3 -3 1 2 1 2 3 6 21 59 1 2 2 2 3 4 -1 1 3 -1 -3 1 1 -3 -1 -3 2 16 -HN) -1 (N) -1(N) 3" 2-3" DIAGRAM Campus Von Karman Campus Von Korman ..,.__.....,.. EXIST. 1 1 /2"C, 2-DLC VEHICLE & PEDESTRIAN r ~ t ! _) L f : MOVEMENTS PER FUNCTION --,..--c,. v NEMA PHASE DESIGNATION 1 2 3 4 5 6 7 8 COORDINATION FUNCTION * * * * * * * * 2+5 4+7 * DETERMINED BY MASTER COMPUTER DURING 11 +5 2+6: : 3+7 4+8 I COORDINATION OPERATION 1+6 3+8 SEQUENCE WITH CALLS ON ALL PHASES CIP NO. 334030 SCALE JOB NO. PLANS PREPARED BY: TRAFFIC SIGNAL MODIFICATION PLAN PLAN CHECK NO. . 00361404 EMC 1 1 "=20' P00622-0072 ~ TETRA TECH, INC. CAMPUS DRIVE PERMIT NO. ii INFRASTRUCTURE SERVICES GROUP 00361806 MCE C <'< 16241 LAGUNA CANYON ROAD, SUITE 200 g AT VON KARMAN AVENUE SHEET ~ DRAWN BY: SOI 5/04 IRVINE, CALIFORNIA 92618 ~ ~ (949) 727-7099 C 3 ~ ~L~/ ~ DESIGNED BY: WJB 5/04 CITY F IRVIME § CHECKED BY: HYO 5/04 8 g: APPROV. DATE KEKOA ANDERSON RCE 53893 PUBLIC WORKS DEPARTMENT OF ~ 0 z GENERAL NOTES: 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, 2002, THE SPECIAL PROVISIONS FOR THIS PROJECT, AND THE CITY OF IRVINE STANDARDS AND DESIGN MANUAL SECTION 104, DATED MARCH 17, 2004. 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE 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 INTERFERE WITH THEIR SERVICE. • 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY 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 THE VARIOUS UTILITY COMPANIES INVOLVED. ALSO NOTIFY CITY OF IRVINE INSPECTION 48 HOURS PRIOR TO CONSTRUCTION @ (949) 724-6505 4. ALL TRAFFIC SIGNAL EQUIPMENT SHALL 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 AND POLES IN THE FIELD. 6. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED 7. ALL NEW PULL BOXES SHALL BE NO. 6 UNLESS OTHERWISE SPECIFIED. ALL INTERCONNECT PULL BOXES SHALL BE NO. 6 WITH 45' SWEEPS AT 13. THE CONDUCTOR SCHEDULE IS FURNISHED AS 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 AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. 15. UNDE.RGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. 16. SIGNING AND STRIPING SHALL CONFORM TO JULY 2002 CALTRANS STANDARD PLANS AND SPECIFICATIONS, TRAFFIC MANUAL, THESE PLANS AND SPECIAL PROVISIONS. 17. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED AND APPLIED IN TWO COATS. A MINIMUM OF SEVEN DAYS SHALL BE PROVIDED BETWEEN FIRST AND SECOND COATS. 18. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS, AND CURB PAINT SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. 19. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS OR STRIPING SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY INSPECTOR. 20. STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE CITY INSPECTOR PRIOR TO FINAL INSTALLATION. 21. PAVEMENT LEGENDS SHALL MATCH CITY STENCILS. (HAWKINS OR EQUIVALENT) 22. CROSSWALKS SHALL CONFORM TO THE CITY OF IRVINE STANDARD PLAN NO. 203. 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 HOLE. 23. ALL SIGN FACE REFLECTIVE SHEETING SHALL BE HIGH INTENSITY GRADE WITH 2 1 /2"C, PROTECTIVE OVERLAY FILM. 1-DLC 9. THE CONTRACTOR MAY PLACE CONDUIT BY JACKING OR DRILLING. 24. ALL SIGN POSTS SHALL BE 4''X4" REDWOOD STAINED "IRVINE BROWN" PER THE CITY OF IRVINE REQUIREMENTS. R26EB SIGN SHALL BE INSTALLED ON "U" CHANNEL POST OR ON STREET LIGHT POLE. 10. ALL VEHICLE INDICATIONS SHALL BE' 12" L.E.D. WITH METAL HOUSINGS AND BACKPLATES. ALL PEDESTRIAN INDICATIONS SHALL BE L.E.D: 25. G7 AND STREET NAME SIGNS SHALL BE SILVER LETTERS WITH "IRVINE BROWN" 11. ALL LOOPS SHALL BE 6' DIAMETER, WITH 1 O' SPACING IN THE DIRECTION BACKGROUND. OF TRAVEL, CENTERED IN LANES UNLESS OTHERWISE SPECIFIED. LOOPS SHALL BE PLACED 1' BEHIND LIMIT LINE OR CROSSWALK. 6' DIAMETER LOOPS SHALL HAVE 4 TURNS MINIMUM. 26. ALL PEDESTRIAN PUSH BUTTONS SHALL BE 2" DIAMETER, STAINLESS STEEL ADA COMPLIANT. PLATES SHALL BE VIBRATORY AND CONFORM TO ADA STANDARDS. 12. ALL TRAFFIC LOOPS, SIGNING, PAVEMENT MARl<ERS AND STRIPING SHALL BE COMPLETED PRIOR TO TURN ON. CONDUCTOR C) ~ CIRCUIT ¢1 ¢2 ¢4 ¢5 ¢6 ¢8 ¢2P ¢4P ¢6P #14 ¢8P ¢2PP8 & BPB ¢4PPB & BPB ¢6PPB & BPB ¢8PPB & BPS PPB & BPB COMMON I.S.N.S. SPARES TOTAL SIGNAL COMMON #10 LUMINAIRE TOTAL ¢1 ¢2 DET. ¢3 LOOP ¢4 CABLE ¢5 2#16 ¢6 rYPE 1 t/J7 v_·-·_-____ _____ I 1 !-'v' =s~--. ---~-----. ..--, ---..) ·--. -------;\1\../v ,, -----_1 __ u __ _ ----C1TY OF IRVlis__ - Ct=l¥=6F=NEWPOm: - ~ =--::, -------t,-5_0' (TYPIG_AL, ALL 4 LEGS) I~ 500' TO CROSSWALK (TYPICAL, ALL 4 LEGS) 40 MPH -- CAMPUS ------""-fe:L e----- N 1-¢2 2-¢2 V 2 1/2"C, 2-DLC SCHEDULE CONSTRUCTION NOTES: RUN & & -3 3 6 3 6 3 3 ---- 2 4 -2 -- 2 2 1 3 -1 -- 2 2 1 1 1 1 3 3 21 37 1 1 2 2 3 3 -- -4 2 2 -- -2 ---- NUM. ffi & -6 -6 -6 3 6 3 6 3 6 -4 -4 2 4 2 4 -3 -3 2 3 1 3 1 2 1 2 3 6 21 74 1 2 2 2 3 4 2 2 -4 -2 -2 -2 4 4 -2 CD INSTALL CITY-FURNISHED MULTISONICS 820A CONTROLLER IN CONTRACTOR-FURNISHED ATMS DUAL 332 CABINET WITH MODIFIED TYPE II SERVICE AND OPTICOM PHASE SELECTORS. FURNISH AND INSTALL NEW FIBER INTERCONNECT UNIT & TERMINATION, COMMUNICATION SWITCH & BRACKET PER CITY OF IRVINE REQUIREMENTS. SEE SPECIAL PROVISIONS FOR FIBER INTERCONNECT TERMINATION CHARTS AND COMMUNICATION INFRASTRUCTURE DIAGRAM. INSTALL 4" SOLID WHITE STRIPE (50'). INSTALL STRIPING DETAIL 38 (50'). INSTALL 12" SOLID WHITE CROSSWALK/LIMIT LINE STRIPE. INSTALL PAVEMENT LEGEND AS SHOWN. NOT USED 1NSTALL STRIPING DETAIL 29. REMOVE EXISTING SIGN(S) AND/OR POST. REMOVE AND SALVAGE EXISTING ELECTROLIER COMPLETE TO THE CITY OF NEWPORT BEACH PER CITY OF NEWPORT BEACH STANDARDS. REMOVE FOUNDATION. COORDINATE WITH CITY OF NEWPORT BEACH. PHONE (949) 644-3011 24 HOURS IN ADVANCE OF CONSTRUCTION. COORDINATE REMOVAL OF ELECTROLIER AND INSTALLATION OF UNDERGROUND CONDUIT/CONDUCTORS WITH SCE. INSTALL R34 SIGN ON MAST ARM. INSTALL 4' CONCRETE PAD IN FRONT AND BACK OF CABINET. I 4"C, PULLROPE /' SEE INTERSECT! DETAIL, SHEET I I ' I I I I I I ~ I I I I I I I I ] 2"C, PULLROPE , I I i ! I , I I I I ' I i I i I R1 -- I I I I TELLER AVENUE \ J~I \I I I 00 6 -~ ¢1 4 ¢1 -, j (1)2P/ I , I ' I /18' 11 1 lit I, • / I I' ' I I I ~f // i Ar§! I I I 1 I, , I , !/ I i I I i/'111 1 I I 11 I 16' ii ii " II I! ii II II 16' II II f- ----r- I , I I I ! I I 1 o·' ' , I ' I ' I I / 1#511· I , i I I , . I ( ;t, I ' I I I 5 /\A. 16 5204227 SSWALK) VICE POINT 1TH SCE POLE SCHEDULE POLE DATA SIGNAL H.P, SOD. VAP. SIGNAL HEADS AND MOUNTINGS PED. PUSH BUTTON POLE LOCATION ILLUMINATED STREET No. TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. PEDESTRIAN TYPE PHASE QUAD. "B" "E" "c" NAME SIGN (DBL. FACE) (P) G) 19-4-129 30' 20' 12' 250 SV-1-T MAS SP-1-T B 6 SW 12' 2.5' Campus ® 30' 15' B• 6• SW• 12· 2.5' 15 250 SV-3-T SP-1-T B 8 NW (P) 0 29-5-129 30' 50' 15' 250 SV-1-T 2-MAS SP-1-T B 8 NW 32' 2.5' Teller © 1-A 1 o· TV-1 SP-1-T B• 8• NW• 31' 2.5' B 2 NE (P) @ 19-4-129 30' 30' 15' 250 MAS B* 2* NE* -20' 2.5' Campus ® 15 30' 15' . 250 SV-3-T SP-2-T B• 2• NE• -5' 2.5' B* 4• NW* (P) 0 26-4-129 30' 40' 15' 250 SV-1-T 2-MAS SP-1-T B 4 SE 12' 2.5' Teller ® 1-A 1 o' TV-1 SP-1-T B• 4• SE• 12' 2.5' B 6 SW ALL EQUIPMENT IS NEW ALL PEDESTRIAN PUSH BUTTONS SHALL BE ADA COMPLIANT AND MOUNTED 1.0 m ( 40") FROM FINISHED GRADE, UNLESS OTHERWISE NOTED. • = BICYCLE PUSH BUTTON SHALL BE 2-INCH DIA., STAINLESS STEEL ADA CAP WITH INT. SYMBOL SIGN PLATE_S. (P) = POTHOLE NEW MAST ARM POLE LOCATIONS PRIOR TO ORDERING POLES. POTHOLING SHALL BE PERFORMED TO THE PROPOSED POLE FOUNDATION'S FULL DEPTH AND WIDTH. SENSOR SCHEDULE * = PEDESTRIAN PUSH BUTTONS SHALL BE ADA COMPLIANT AND MOUNTED 1.0 m (4D") FROM FINISHED GRADE OF PASSAGEWAY • 4"C, SIC SEE INTERCONNECT PLAN D --·---1--------! <-..J 2 1/2"C, 2-;-DLC --= V DRIVE 1-¢6 40 MPH "siil UNIT CHANNEL 1 1 2 1 2 2 1 3 2 1 4 2 1 5 2 1 6 2 1 7 2 1 8 2 1 9 2 1 10 2 1 11 2 DETECTOR UNIT CHANNEL DETECTOR 5-11)2 17 1 • l\. 1-¢2 6-¢2 28l\. 2-¢2 SPARE 18 1 • l\. SPARE SPARE ♦ 286 SPARE 1-¢5 19 1 • {', 1-¢4 2-¢5 2e6 SPARE SPARE 20 1 II /', SPARE SPARE 2 • {', FUT 4-¢4 1 II LI 1-¢6 21 SPARE 2 II /', 2-¢6 SPARE 22 1 • {', SPARE SPARE ♦ . 2 II LI SPARE 1-¢7 * 1 II l\. 1-¢8 23 2-¢7 * 2 II/', SPARE SPARE 24 1 • C, SPARE SPARE 2 II l\. FUT 5-1:16 1 • l\. FUT 25 6-¢6 2 • C, FUT SPARE 1 • C, FUT 26 • FUT SPARE ♦ 2 • C, 1-11)1 27 1 II C. FUT 2-¢1 2 • l\. FUT ...... 1-ft-+-L--------'-----1 SPARE 1 • l\. FUT 12 28 4 @J 2 1/2"C, 2-DLC ~ @] I i·--------·-··------ /<) N ---l CONSTRUCTION NOTES (CONT'D): FURNISH AND INSTALL PA402 (POLE ADAPTER), IWM24-GY (MOUNT ARM), STRAPS, CCTV CAMERA, MPEG TRANSMISSION SYSTEM, TRANSLATOR BOARD AND DOME PER DETAIL #10 ON SHEET 7. FURNISH AND INSTALL BELDEN 8241 RG59/U COAXIAL CABLE AND BELDEN 9493 3-#18 (CONTROL) CABLE FROM CCTV CAMERA TO CONTROLLER CABINET. FURNISH AND INSTALL 3-#14 AWG WIRES (POWER) FROM CAMERA TO PULL BOX. SPLICE POWER CONDUCTORS WITH INTERNALLY ILLUMINATED STREET NAME SIGN (I.S.N.S.) WIRES IN PULL BOX, INSTALL 5 AMP FUSE AND IN-LINE WATERPROOF FUSE HOLDER. USE TYPE "C" SPLICE & METHOD "8" INSULATION PER CALTRANS STD. PLAN ES-13A .. FURNISH AND INSTALL 3M OPTICOM EMERGENCY VEHICLE PREEMPTION SYSTEM WITH 2-752 PHASE SELECTORS, 2-722 VEHICLE DETECTORS, AND 3M CABLE. INSTALL PER MANUFACTURERS SPECIFICATIONS. REMOVE AND SALVAGE MULTISONICS 820A CONTROLLER WHEN DESIGNATED BY THE CITY. FURNISH AND INSTALL NEW 2070L CONTROLLER WHEN DESIGNATED BY THE CITY. SEE SPECIAL PROVISIONS. -----7------- i PHASE - VEHICLE & PEDESTRIAN MOVEMENTS PER FUNCTION NEMA PHASE DESIGNATION COORDINATION FUNCTION * DETERMINED BY MASTER COMPUTER DURING COORDINATION OPERATION 2 SPARE 2 • l\. 1 4-¢8 1 • l\. 13 29 2 SPARE 2 • l\. 1 SPARE 1 • l\. 14 30 2 7-¢8 ♦ 2 II LI 1 1-¢3 '* 1 • l\. 15 31 2 2-¢3 ** 2 II LI 1 SPARE 1 • l\. 16 32 2 SPARE 2 Ill 6 □SENSOR UNITS SHALL BE RACK MOUNT WITH TWO CHANNELS PER DETECTOR UNIT SHALL BE AS NOTED: FUT FUT FUT FUT FUT FUT FUT FUT FUT Ill SYSTEM SAMPLE -NO OUTPUT TO PHASE 6 CALL HOLD ♦DELAY * JUMP TO ¢4 •• JUMP TO ¢8 FUNCTION -SEQUENCE DIAGRAM ~-~ r . t t _) -o-----c- ' 1 2 3 4 5 6 7 . * * * * * * * 2+5 I 1+5 l 2+6 / : 4+8 l 1+6 SEQUENCE WITH CALLS ON ALL PHASES 1 t v 8 * . CIP NO. 334030 \' ' ¢8 3 3 -3 TOTAL 5 11 6 21 f[An1/ ._,._ 7 U11J1 _,_ TRAFFIC SIGNAL INSTALLATION PLAN 5 LJJ::::....,/'.-J...J--1 ..-/ 0~, 6 1 "=20' P00622-0072 ~ TETRA TECH, INC. CAMPUS DRIVE I SCALE JOB NO. PLANS PREPARED BY: PLAN CHECK NO. , 00361404 EMC CCTV RG-59 VIDEO CABLE A 1 1 -1 CCTV 3 #14 POWER WIRES A. 1 1 -1 CCTV) 3 #18 CONTROL CABLE A 1 1 -1 3M OPTICOM EVP CABLE 1 2 -2 CONDUIT SIZE 4" 4" 4" 2-4" 'I 1 ' , -< ~ 5 INFRASTRUCTURE SERVICES GROUP I 1, I I R---=-4-+---t---------------t----t------1:----1-----_J_-~----I 16241 V.GUNA CANYON ROAD, SUITE 200 I 11 ]If PJ,fi r;1c1,111 "I-Ex~c 0 ·11fv~!\:~os ~I--==....:=-~~=-_=:I--==--==-_=:I--==--==--==--==--==--==--==--==--==--==--==--==--==-_=: ... -==--==-_=: ... -==--==-_=: .... _==--==--~~-:R-E:-:-:-E-:Y_:B_Y_: _w_s~-~--+-:;-:-:--~~~f'7;~~i~~IA 92618 AT TELLER A VENUE ALL coNDu1Ts AND coNDuc10Rs ARE NEw '!o/ / " ... --?"'/✓ ./ / ~ 1TY F I 0 V 1 ~ E L __ ... _s_EE_s_P-EC-IA-L-PR_o_v_1s_1o_N_s ___________________ T:.:E=L:L:E:R:.:..:.A.:V.::E:N:.:U:E::.. __________ :::::::::... __ L,,. ___ !:,..;..£ 7 ::tJ~~[:t::::::::::J~~~@E[::::::::::lJfilE]:l]a~~~l:]~~:4.1.:C:_::HE::C:K:ED:.::B:.:.Y;_: ..:H~Y~0:..1_.::;5/:.,:0::::4:.J~~~K:.:::o:A.:.A:N:::D~ER:;,:~:::;o:N ____ :::.::::~~'.::JL ___ ~ __ 111 ,.!:!::!,!:!~~~~~~!:"~~~~ 11 ~".!,_ _____ L....:O:F __ ....:8:...Ji NO. DATE REVISIONS ENGR. APPROV. DATE RCE 53893 PUBLIC WORKS DEPARTMENT z I I I II PERMIT NO. ~ a..;0:;,;0:;,;;:3~61,:.;;8.:,0..,.6 .:.:M~C.:.E-1:"' ,-9 SHEET 5; )' 4 I g EXIST. 2"C, 25PR HYBRID SIC TO CONTROLLER CABINET @ AIRPORT WAY 1 . 2. 3. 4. 5. GENERAL NOTES: SEE TRAFFIC SIGNAL PLAN 1 12 7 SEE DETAIL 4, SHEET 7 EXIST. #6 INTERCONNECT I PULL BOX __J -- Ii ti ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE QF CALIFORNIA, DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, 2002, THE SPECIAL PROVISIONS FOR THIS PROJECT, AND THE CITY OF IRVINE STANDARDS AND DESIGN MANUAL. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE 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 INTERFERE WITH THEIR SERVICE. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY 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 THE VARIOUS UTILITY COMPANIES INVOLVED. ALSO NOTIFY CITY OF IRVINE INSPECTION 48 HOURS PRIOR TO CONSTRUCTION @ (949) 724-6505. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULL BOXES, CONDUITS, LOOP DETECTORS, CONTROLLER AND POLES IN THE FIELD. 6. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED. 7. 8. ALL NEW PULL BOXES SHALL BE NO. 6 UNLESS OTHERWISE SPECIFIED. 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. THE CONTRACTOR SHALL GROUT ALL PULL BOXES WITH 1" DRAIN PLUG. 9. THE CONTRACTOR MAY PLACE CONDUIT BY JACKING OR DRILLING. SEE DETAIL "B" 7 EXIST. #6 INTERCONNECT PULL BOX DETAIL "B" N.T.S. r;:,'1-ANO[,?. ~ No. 53893 Exp. 12-31-0 CI V \ OJ 7 6 5 4 5 l() 01 + "' 4 5 CAMPUS DRIVE CONSTRUCTION NOTES: EXISTING MULTISONICS 820A CONTROLLER IN TYPE "p" CABINET WITH MODIFIED TYPE II SERVICE TO REMAIN. FURNISH AND INSTALL VIDEO TRANSMISSION EQUIPMENT, COMMUNICATION SWITCH & BRACKET, FIBER INTERCONNECT UNIT & TERMINATION, AND NEW SIDE-MOUNT TELEMETRY CABINET PER CITY OF IRVINE REQUIREMENTS. SEE SPECIAL PROVISIONS FOR FIBER INTERCONNECT TERMINATION CHARTS AND COMMUNICATION INFRASTRUCTURE DIAGRAM. EXISTING MULTISONICS 820A CONTROLLER IN TYPE "p" CABINET WITH MODIFIED TYPE II SERVICE TO REMAIN. FURNISH AND INSTALL COMMUNICATION SWITCH & BRACKET, FIBER INTERCONNECT UNIT & TERMINATION, AND NEW SIDE-MOUNT TELEMETRY CABINET PER CITY OF IRVINE REQUIREMENTS. SEE SPECIAL PROVISIONS FOR FIBER INTERCONNECT TERMINATION CHARTS AND COMMUNICATION INFRASTRUCTURE DIAGRAM. EXISTING MULTISONICS 820A CONTROLLER IN TYPE "p" CABINET WITH MODIFIED TYPE II SERVICE, AND SIDE-MOUNT CABINET TO REMAIN. FURNISH AND INSTALL COMMUNICATION SWITCH & BRACKET AND FIBER INTERCONNECT UNIT & TERMINATION PER CITY OF IRVINE REQUIREMENTS. SEE SPECIAL PROVISIONS FOR FIBER INTERCONNECT TERMINATION CHARTS AND COMMUNICATION INFRASTRUCTURE DIAGRAM. FURNISH AND INSTALL NEW 72 STRAND FIBER OPTIC CABLE (36SM/24MM/12SM) AND 25 PAIR PE39 COPPER CABLE IN DESIGNATED CONDUIT. FURNISH AND 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 PROVISIONS. FURNISH AND INSTALL NEW 4" CONDUIT FROM DESIGNATED #6 PULL BOX TO NEW SIDE-MOUNT TELEMETRY CABINET. SCALE 1 "=40' JOB NO. PLANS PREPARED BY: P00622-0072 TETRA TECH, INC. 4 INFRASTRUCTURE SERVICES GROUP l----:---t---t-----------------r----f----r--7-_____ _L_~----I 16241 LAGUNA CANYON ROAD, SUITE 200 3 2 1 NO. DATE SOI 5/04 IRVINE, CALIFORNIA 92618 (949) 727-7099 i-..::'._-l---l------------l----l--+---1--------1---; l---ll-----l--------------1----1------,1-----1 .... D_E_s1_GN_E_D_BY_: _w_J_B__,__5_/_0_4-,ZUA(,c: 1-...;.-+--➔------R·E.VI-S-IO_N_S ______ ..,E_N_G_R_. +A_P_P_R .. OV-.+--D-AT ... E ...... CHECKED BY: HYO 5;o4 KEKOA ANDERSON RCE 53893 B----+---+--------------t---+---+----1 DRAWN BY: 4 5 FURNISH AND INSTALL NEW #6 PULL BOX PER DETAIL #3 ON SHEET 7. REMOVE EXISTING SIGNAL INTERCONNECT CABLES BETWEEN CONTROLLER CABINET @ MACARTHUR BOULEVARD AND CONTROLLER CABINET @ MARTIN. REMOVE EXISTING SIGNAL INTERCONNECT CABLES BETWEEN CONTROLLER CABINET .@ MARTIN AND CONTROLLER CABINET @ VON KARMAN AVENUE. REUSE EXISTING 60 STRAND FIBER OPTIC CABLE (36SM/24MM) AND 25 PAIR PE39 • COPPER CABLE FROM CONTROLLER CABINET @ VON KARMAN AVENUE TO THE NEW CONTROLLER CABINET @ TELLER AVENUE. INSTALL 12 STRAND SM FIBER OPTIC CABLE. PROTECT IN PLACE CITY OF NEWPORT BEACH INTERCONNECT. INSTALL CONDUIT INTO EXISTING PULL BOX. CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED. CIP NO. 334030 INTERCONNECT PLAN PLAN CHECK NO. 00381404 EMC CAMPUS DRIVE PERMIT NO. 00381806 MCE from MacArthur Blvd to Jamboree Rd SHEET 5 OF 8 V ' t 9 3 g, " 0 ti N ~ 0 0 ,1 ~ 0 z EXIST. SIC TO CONTROLLER ---- CABINET @ MARTIN SEE DETAIL ''A" SEE TRAFFIC SIGNAL PLAN GENERAL NOTES: SEE DETAIL "B" 3"C SEE TRAFFIC SIGNAL PLAN 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL <:;ONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, 2002, THE SPECIAL PROVISIONS FOR THIS PROJECT, AND THE CITY OF IRVINE STANDARDS AND DESIGN MANUAL. 2. 3. 4. 5. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE 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 INTERFERE WITH THEIR SERVICE. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY 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 THE VARIOUS UTILITY COMPANIES INVOLVED. ALSO NOTIFY CITY OF IRVINE INSPECTION 48 HOURS PRIOR TO CONSTRUCTION @ (949) 724-6505. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULL • BOXES, CONDUITS, LOOP DETECTORS, CONTROLLER AND POLES IN THE FIELD. • 6. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED. 7. ALL NEW PULL BOXES SHALL BE NO. 6 UNLESS OTHERWISE SPECIFIED. 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 FIBER LITE. 8. THE CONTRACTOR SHALL GROUT ALL PULL BOXES WITH 1" DRAIN PLUG. 9. • THE CONTRACTOR MAY PLACE CONDUIT BY JACKING OR DRILLING. TELLER AVENUE I SEE DETAIL 4, SHEET 7 4 5 '\-ti~ ANDfR.s; ~ ~ No. 53893 Exp. 12-31-05 IV I\. OJ 7 6 5 4 DETAIL •e• N.T.S. CONSTRUCTION NOTES: DETAIL "C" N.T.S. BARDEEN AVENUE 22' 8' _J JAMBOREE ROAD l 1-u.. w ...I 3"C EXISTING MULTISONICS 820A CONTROLLER IN TYPE "p" CABINET WITH MODIFIED TYPE 11 SERVICE TO REMAIN. FURNISH AND INSTALL VIDEO TRANSMISSION FURNISH AND INSTALL NEW #6 PULL BOX PER DETAIL #3 ON SHEET 7. EQUIPMENT, COMMUNICATION SWITCH & BRACKET, FIBER INTERCONNECT UNIT & TERMINATION, ANO NEW SIDE-MOUNT TELEMETRY CABINET PER CITY OF IRVINE REQUIREMENTS. SEE SPECIAL PROVISIONS FOR FIBER INTERCONNECT TERMINATION CHARTS AND COMMUNICATION INFRASTRUCTURE DIAGRAM. EXISTING MULTISONICS 820A CONTROLLER IN TYPE "p" CABINET WITH MODIFIEO TYPE 11 SERVICE TO REMAIN. FURNISH ANO INSTALL COMMUNICATION SWITCH & BRACKET, FIBER INTERCONNECT UNIT & TERMINATION, AND NEW SIDE-MOUNT TELEMETRY CABINET PER CITY OF IRVINE REQUIREMENTS. SEE SPECIAL PROVISIONS FOR FIBER INTERCONNECT TERMINATION CHARTS AND COMMUNICATION INFRASTRUCTURE DIAGRAM. EXISTING MULTISONICS 820A CONTROLLER IN TYPE "P" CABINET WITH MODIFIED TYPE II SERVICE, AND SIDE-MOUNT CABINET TO REMAIN. FURNISH AND INSTALL COMMUNICATION SWITCH & BRACKET AND FIBER INTERCONNECT UNIT & TERMINATION PER CITY OF IRVINE REQUIREMENTS. SEE -SPECIAL PROVISIONS FOR FIBER INTERCONNECT TERMINATION CHARTS AND COMMUNICATION INFRASTRUCTURE DIAGRAM. FURNISH AND INSTALL NEW 72 STRAND FIBER OPTIC CABLE (36SM/24MM/12SM) AND 25 PAIR PE39 COPPER CABLE IN DESIGNATED CONDUIT, FURNISH AND 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 PROVISIONS. FURNISH AND INSTALL NEW 4" CONDUIT FROM DESIGNATED #6 PULL BOX TO NEW SIDE-MOUNT TELEMETRY CABINET. SCALE JOB NO. PLANS PREPARED BY: REMOVE EXISTING SIGNAL INTERCONNECT CABLES BETWEEN CONTROLLER CABINET @ MACARTHUR BOULEVARD AND CONTROLLER CABINET @ MARTIN. REMOVE EXISTING SIGNAL INTERCONNECT CABLES BETWEEN CONTROLLER CABINET @ MARTIN AND CONTROLLER CABINET @ VON KARMAN AVENUE. REUSE EXISTING 60 STRAND FIBER OPTIC CABLE (36SM/24MM) AND 25 PAIR PE39 COPPER CABLE FROM CONTROLLER CABINET @ VON KARMAN AVENUE TO THE NEW CONTROLLER CABINET @ TELLER AVENUE. INSTALL 12 STRAND SM FIBER OPTIC CABLE. PROTECT IN PLACE CITY OF NEWPORT BEACH INTERCONNECT. INSTALL CONDUIT INTO EXISTING PULL BOX. CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED. CIP NO. 334030 INTERCONNECT PLAN PLAN CHECK NO. 00361404 EMC TETRA TECH, INC. CAMPUS DRIVE PERMIT NO. "' INFRASTRUCTURE SERVICES GROUP 00361806 MCE ~ 1 "=40' P00622-0072 16241 LAGUNA CANYON ROAD, SUITE 200 SHEET [f s/o4 IRVINE. CALIFORNIA 92s1s from MacArthur Blvd to Jamboree Rd - (949) 727-7099 ~ 1-----1------t----------------1-----1-----.------i DRAWN BY: SOI 5104 ~A/: CITY F IRVINE 6 ; 3 2 1 DESIGNED BY: WJB ------+------,0-------------------.----------.-----1 11-----11-----t------R--E.Vl_S_IO_N_S _____ ,....E_N_GR-...... A-P ... PR_O_V"'I. ---D-ATE ....... CHECKED BY: HYO 5/o4 KEKOA ANDERSON RCE 53893 PUBLIC WORKS DEPARTMENT OF 8 ~ L--------------------------......., ______________ _... __ ..___....._ __________ ..._ ______ ....._ ____ _... __ ..._~ _________ ..._ ______________________ .....,.z NO. DATE DETAIL #1 plioe in l'ull Bra. Standard Loop connections Number 1 loop closest to the crossw.tlk 5/16" to l/211 for Type 1 Loop conductor BLK. WHT. 3"C, 4DLC 3"C, 4DLC LOOP LAYOUT & SPLICING DETAIL #2 ,---------------Duple< Outlet 15 omp (No G.F.I.) -Cobinet Light Main 15 amp .-,--..,.:._ __________ Detector Power Signal ,-----Stop Time Power rF==k=a;=E~;;;;;;;:;=-;A.C.-Controller AUXILIARY PANEL Breaker E ui . ....... Gnd. Bus. A.C. Common I· ······I Bus Signal 0,, Light 8"" • POLICE PANEL '--'"-----1 Lf--+---1-~==---bd.. ___ Stop Time Out '----------Flash Relay '---+---_ """_:_-":=,,-~ -~ -~ -_ -_-_-_ -...::_ -_-_ -----~ Flash Power .-A.C.+Lights MC 60A L._..!:r,--'Min, TYPE 90 AND MODEL 820A CONTROLLER CABINET WIRING MODIFIED TYPE II SERVICE EXISTING GRADE DETAIL #3 1" DRAIN HOLE / • .: : ....... ' ·~'-.. • .. .. I •·. ' ·: .. 6" ~ 6" . ... . , . .. •• , ~ ( I • ' l •' ;,. T • .. . ' • .. ••• ~.~,4••few:.•• . , . ,: . .. ,. ' FIBRELITE COVER ,\\ ; "-' .. v,. ,...+_..:.•__:•_•__:..:.•...,...:•-•.:.....,,:_i"' : : /f / '" -·--~-. \ .. ~ / ~ :: ;... : • ~,c --... 1 O" -....... -; ,· 1 "DRAIN HOLE + ..• ,., . . - .. 'f ... pJ •• 0 •·: -... 1" MAX+ 6" MIN + + 0 -,k- OVER GRAVEL GRAVEL IN BASE PULL BOX WITH 45 DEGREE ELBOWS DETAIL #4 COMMUNICATION /',f\.../-V-..,-.,.,._......,......,'1r,...----TERMINATION CABINET TYPE P CABINET 8" •• . 0 FRONT VIEW SEE DETAIL #48 TOP VIEW 90" ELBOW 30" MINIMUM NOTE: (;'\ CHIP EXISTING P.C.C FOUNDATION VAT CENTER OF TERMINATION CABINET. INSTALL 4" CONDUIT. REPAIR P.C.C FOUNDATION REPLACE WITH GROUT EXISTING FOUNDATION/ 4" INTERCONNECT CONDUIT DETAIL DETAIL #5 DETAIL #9 SINGLE PHASE, {--0-N 1 1 /2" CONDUIT TO POWER PANEL 3" CONDUIT TO #6 PULLBOX (used for Signal Wires) SECONDARY, 120/240V 3===:::;----E3==::;z(:~ 3 WIRE SERVICE ::::::=:---,11-F=El==x~~ USE ONLY IF 240V I I INTERSECTION LIGHTING UM UM M METER SOCKET 3"CONDUIT used for DLC's 2• CONDUIT TO POWER COMPANY SERVICE POINT 15" ::: ...---C">+=-;::;:=+::27=':t' =l=l=l==7+"=1:1=.2=5:;:"f;i~ SIDE MOUNT INTERCONNECT CABINET LJ LJ II §1 I 6" ABOVE GRADE IS REQUIRED. /" 120V-ILLUM. SIGNS l SA -'--------------<n>---1----+___,.._..,-._12DV-SIGNALS CONTACTOR !.i t:t::::611-----:,------+-~--I l, ;OV-lNTERSECTION LIGHTING Nl---,..r,.....,<.I PEU SERVICE WIRING DIAGRAM SOA SERVICE CABINET 2"C TO POWER COMPANY SERVICE POINT COMMON SERVICE GROUND ROD 0 :, ½''COPPER GROUND ROD ( COMMON SERVICE) ALUMINUM SERVICE ENCLOSURE WITH METER SOCKET AS REQUIRED BY UTILITY .,...--UTILITY TEST BLOCK TYPE Jr. PHOTOCELL-- CONTROLS WITH COVER 6" H --------------------- in r-- ""i---SERVICE FUSES ------ .. 3" DLC CONDUIT I\ 11 11 I I 11 Ii II II II 11 ..,)'i •. II ·u II JI ===== .,.. ,, • J.' .• JI o-II .,, o.,~------2"C TO POWER~-=..-:..-:..---.=--:,--7'::-9f:-lijl __ ., COMPANY SERVI C!/1=::::::.:. :_:_:_:_:_:_:_:_::._~~..,, POINT ------------------~-----~-----------------,, ------------;----------- 3 DLC CONDUIT 'l . TYPICAL FIELD WIRING CONDUIT (3") .4'.: INTERCONNECT TO CONTROLLER CABINET CONTROLLER CABINET & MODIFIED TYPE II SERVICE DETAIL #6 INTERCONNECT TERMINATION CABINET ENCLOSURE INSIDE CABINET VIEW PLYWOOD BACK-PLATE 4"INTERCONNECT CONDUIT TYPE "p" CABINET --FIU (OUTSIDE MOUNT) TERMINATION BLOCK 8" 1~' C, TO EDISON SERVICE ALL CONDUITS PLACED TO REAR OF CONTROLLER CABINET LOAD BAY 2" MAX. CABINET FOUNDATION DOME FRONT OF CABINET 24" BELOW GRADE TOP VIEW SIGNAL & DLS 4"C, COMM 2" EDISON LINE CONDUIT --1.-1 GROUNDING ROD --1+-- 13" 6.5" 6.5" ATMS DUAL 332 CONTROLLER CABINET BASE DETAIL #10 =12" 90 DEGREES DRILL & TAP (2) 1/2" HOLES IN POLE AND THREAD IN WATER TIGHT STRAIN RELIEF ONE OF EACH TYPE CONNECTORS 0 0 ____ ___,3" POWER 3" ___ ___, CONTROL ot=====lo o of=~::::::----- 4" CONDUIT -7L--'1,~...J ~------~·> COMMUNICATIONS ---- WHT,> ~----GRN. DATA OUT TO FIELD 1 2 3 4 FUSES TERMINAL BLOCK 12 inch loop Top Shelf 6 foot loop Cable Lables 1. All fibers ore to be splice Tube to tube and Color to Color. 2. A total of 18 splices are lo be placed fn each splice tray. 3. After a set of 18 splices hove been completed, splices and fiber is to be l<Jld into Splice troy in one bundle. 2. Seal with silicone between new side mount cabinet and existing controller cabinet at time of installation. FIBER INTERCONNECT UNIT (FIU) DETAIL #7 -E E.C.R. E C B -8 ~ I ! C a:: (.) rn ( EXACT LOCATION BY ENGINEER IN THE FIELD ) POLE LOCATION CODE DETAIL #8 PHOTO-ELECTRIC CELL INTERGRAL TO SIGN FIXTURE SECONDARY TO FLOUR. LAMP I BALLAST PULLBOX-_,, SECONDARY ETE -._c,::_-7 TO FLOUR. LAMP M R I SERVICE BALLAST #12 AWG SIGN CIRCUIT SIGNAL & LIGHTING SERVICE CIRCUIT BREAKER & MAIN SWITCH BOX PHOTO CELL & COVER FOR STREET LIGHTS 120 V. BRANCH CIRCUIT CONTROLLER CABINET ILLUMINATED MAST ARM SIGN WIRING DIAGRAM 7 5 5 No. 53893 4 Exp. 12-31-05 3 2 CJV\'-1 NO. DATE REVISIONS ENGR. APPROV. DATE DRIVER 1A POLE CCTV CAMERA ARM ASSEMBLY IWM24-GY ARM (INSTALLED BY CONTRACTOR) CCTV CAMERA ASSEMBLY SD53C22-PG-E1 SPECTRA DOME (INSTALLED BY CONTRACTOR) 2 -.75 STAINLESS STEEL STRAPS (INSTALLED BY CONTRACTOR) 3-#14 AWG THWN SOLID WIRE FOR POWER BLACK, WHITE, GREEN (INSTALLED BY CONTRACTOR) (NOTE: USE TRON "HEB-AA FUSE HOLDER & FLM5AMP FUSE IN PULL BOX) 0 0 12" 2 -1 /2" HOLES TAPPED IN POLE USE 1 /2" WATER TIGHT STRAIN RELIEF CONNECTORS W/ TWO TYPES OF OPENINGS #=;=I PART # HUBBELL # SHC-1022 (.250"-,375" OPENING) PART # HUBBELL # UFC-0001 (.250"x.550" OPENING) BELDEN 8241 RG59-75 OHM COAX CABLE (INSTALLED BY CONTRACTOR) BELDON 9493 (3-#18) (INSTALLED BY CONTRACTOR) CCTV MOUNTING SPECIFICATIONS NOTE: SCALE JOB NO. NO SCALE P00522-0072 DRAWN BY: SOI 5/04 DESIGNED BY: WJB 5/04 CHECKED BY: HYO 5/04 DETAILS APPLICABLE ONLY WHEN SIGNAL PLAN CALLED FOR ON PLANS PREPARED BY: TRAFFIC SIGNAL DETAILS CAMPUS DRIVE TRAFFIC SIGNAL SYSTEM UPGRADE ~ TETRA TECH, INC. INFRASTRUCTURE SERVICES GROUP 16241 LAGUNA CANYON ROAD, SUITE 200 IRVINE, CALIFORNIA 92618 (949) 727-7099 ~Ac: KEKOA ANDERSON RCE 53893 g" 0 0 0 38" CIP NO, 334030 PLAN CHECK NO. 00381404 EMC PERMIT NO. ~ 00301aoa Mee~ ~ SHEET § 0 7 ~ N ~ g 8 N OF N ~ 0 z PLAN HOLD CDRPORATI RE-ORDER BY NO. 502Cl ~OTECTED BY PATENT PEN a i I ..... I E i ~ , c-., :t? ~ co ~ . I ) I \ I \ '· 6 BENCH MARK: -________________ , ----- 1. a· 1 EXISTING AC EXISTING BASE FULL DEPTH AC CURB & SAWCUT DETAIL NO SCALE IN TI-IE CITY OF IRVINE, AT TI-IE INTERSECTION OF TELLER AVENUE AT CAMPUS DRIVE A CONlROL POINT SET IN TI-IE INTERSECTION OF TELLER AVENUE AND CAMPUS DRIVE N 11259.6642 E 5000.0099 ELEVATION: 45.53 DATUM: NAVO 1988 BASIS Of BEARING: TI-IE CENTERLINE OF CAMPUS DRIVE BEING N 49"19'34" W PS SHOWN ON TRACT No. 5902, BOOK 219, PAGES 28 & 29. CAMPUS ---1-----1 39 N 49"19'34" W CITY OF IRVINE \ "' CITY OF N~PORT BEAC~-• -------A\ ------1--1--i-1\ii ----------'A--------·---M -------.. M - 39+21.35 36.00' RT EC 46.85 TC 46.18' FS -~ I , I j CURB RAMP C.L. 7 I 39+65.5 36.00' RT BC 47.04' C 46.37" F'S 3 3 +67.47 38.40' 7.55: TC 6.88 FL RT EC ,,.,, 6 □ ,...@.,~aLJ2l1,JJ;L.Jil 39+04.74 88.16' RT JOIN EXIST SW BEGIN SW CASE E 39+04.74 88.16' RT -;7 JOIN EXIST SW / BEGIN SW V, 0 w "" * 7 {;,'i--ANDf,ps; 6 ~ 0, 5 No. 53893 4 Exp. 12-31-05 3 2 Cty\l.. 1 Or CJ\\. NO. DATE REVISIONS ~--~n:::~6.~ ::;~~..iJJ.,!lll~IST \\ JOIN EXIST SW BEGIN SW I ~ "' "'~SEC "' 8/2 "' -"' --~ ENGR. APPROV. DATE SCALE 1'=20' DRAWN BY: DESIGNED BY: CHECKED BY: JOB NO. P00622-0072 cc 5/04 HYO 5/04 KA 5/04 PLANS PREPARED BY: ~ TETRA TECH, INC. INFRASTRUCTURE SERVICES GROUP 16241 LAGUNA CANYON ROAD, SUITE 200 IR',SNE, CALIFORNIA 92618 (949) 727-7099 ~,e~/ KEKOA ANDERSON RCE 53893 CONSTRUCTION NOTES 0 SAWCUT PAVEMENT 0 REMOVE CONCRETE CURB RAMP 0 REMOVE CONCRETE (SIDEWALK) 0 CONSTRUCT CONCRETE SIDEWALK PER CITY OF IRVINE STANDARD PLAN 201 0 CONSTRUCT CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH STANDARD PLAN 180-L © CONSTRUCT 8" CONCRETE CURB PER CITY OF NEWPORT BEACH STANDARD PLAN 1B2-L lYPE B AND FULL DEPTH AC SECTION TO SAWCUT LINE. (SEE DETAIL BELOW) 0 CONSTRUCT RAISED ISLAND (lYPE C PASSAGEWAY) PER CALTRANS STANDARD PLAN RSP A88B fa\ CONSTRUCT CONCRETE CURB RAMP PER CALTRANS \::.) STANDARD PLAN RSP ABBA ~ CONSTRUCT CONCRETE CURB RAMP PER CALTRANS 1..:..) STANDARD PLAN RSP ABBA AND CONSTRUCT CONCRETE CURB AND SIDEWALK PER CITY OF IRVINE STANDARD PLAN 202 @ CONSTRUCT PATTERN STAMPED CONCRETE CURVE DATA 0 R b. L T 1 104.00' 34·12•51• s2.1 o· 32.01 • 2 2.00' 144"13'31" 5.03' 6.20' 3 2.00' 101"26'28" 3.54' 2.45' 4 2.00' 148"32'52" 5.19' 7.10' LEGEND CONSTRUCTION DETAl. CAMPUS DRIVE AT TELLER AVENUE CITY F IRVINE PUBLIC WORKS DEPARTMENT CIP NO. 334030 PLAN CHECK NO. 00361404 EMC PERMIT NO. I 00361806 MCE SHEET Q 8 3 N ~ 0 0 8 N ~ OF 0 z