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ENC2023-1012CALIFORNIA ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and/or APPROVED SUBDIVISIONS. DATE: 10/25/2023 LOCATION OF CONSTRUCTION: Jefferson & Miles and Jefferson & Westward Ho PURPOSE OF CONSTRUCTION: Traffic Control Only in La Quinta. Installation of Video Detection Cameras, Safety Lights & Controllers in Indio. DESCRIPTION OF CONSTRUCTION: For City of Indio Traffic Signal Improvement project; Traffic Control Only in La Quinta APPROXIMATE TIME WHEN WORK WILL BEGIN: 11/06/2023 DATE OF COMPLETION: 01/15/2024 COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. YUNEX LLC Candace Gallaher Name of Applicant YUNEX LLC Candace Gallaher 2250 Business Way, Riverside, CA 92501 Business Address 2250 Business Way, Riverside, CA 92501 Name of Contractor Business Address 1080007 Contractor's License No. HDI Global Insurance Comr Applicant's Insurance Company FEES TOTAL: LIC-0771435-2023 City Business License No. GLD5853501 Policy Number (951)784-6600 Telephone No. (951)784-6600 Telephone No. PERMIT NO: ENC2023-1012 DATE ISSUED: 11/16/2023 EXPIRATION DATE: 11/15/2024 BY: Amy Yu If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 44 IWork Area Traffic Control Handbook 45 Work Area Traffic Control Handbook Closure of a Left Turn Pocket Right Hand Lane Closure on Far Side of Intersection W20-1 OVHHV l t t NaOma (optional) (optional) T G20-2 NaOM OtlOa ON3 (optional) 0 0 0 0 0 0 0 0 0 0 0 0 o o _ 0 o j 0 0 0 0 0 0' 0 0 0 0 e e 0 0 0 ML 0 END ROAD WORK (optional) LANE C30 CLOSED R3-1 S ROAD W20-1 w NOT TO SCALE NO [I""VM � ' - N OVOt! W20-1 IA s G20-2 w o 0 (optional) END G20-2 ROAD NQ_ W20-1 Goo A�� 0 A { RIGHT LANE MUST 3-7 R TURN RIGHT (optional) T- A ♦ W4-2 B ♦ W20-5 CA MUTCA TA-22B (CA) NOT TO SCALE CALE TRAFFIC CONTROL PLAN DIMENSION GUIDELINES TEMPORARY 7 SPEED Dimension Dimension Dimension Dimension L/3 Dimension "E" MAXIMUM MAXIMUM MAXIMUM CHANNELIZER CHANNELIZER CHANNELIZER MPH A/B/C (2) ADVANCE L MERGING L/2 SHIFTING MINIMUM BUFFER SPACE(4-A) TAPER SPACING TANGENT CONFLICT WARNING SIGN TAPER TAPER LENGTH SHOULDER and (3) SPACING SPACING (6) SPACING(5) LENGTH- TAPER FLAGGER STATION (3I STOPPING SIGHT DISTANCE (4.9) (0%) (-3%) (-B%l MPH Ft ft ft ft ft ft ft ft 25 100 125 65 45 (155) (160) (1.65) 25 50 12 30 250 180 90 60 (200) (205) (215) 30 60 1s 35 250 245 125 1 85 (250) 260) (276) 35 70 17 40 250 320 160 110 (3D5.) (31$) (335) 40 80 20 45 350 540 270 180 (360) (380) (400) 45 90 22 50 350 600 300 200 (425) (450) (475) 50 100 25 55 500 1 660 1 330 220 (495) (520) (555) 50 100 25 60 500 720 ; 360 240 (570) (600) (640) 50 100 25 65 500 780 1 390 260 1 (645) (685) (730) 50 100 25 (I) ftik on Freewup SW FKVresawAYJ%mien meor Ins C840Aa P SISndBrd frtanf VAno 51And4Id SpeCin.;@UGn reauirenwnts 1 Posted Speed or observed operating speed (whichever is greater) (2) (3) Channelizer spacing shall be reduced lay, half at areas where work is taking place on curves or areas of head-on conflict (4-A) Buffer space may be inserted in low -speed urban areas and should be inserted in high-speed urban and rural areas (4.9) The Slopping Sight Distanos should enable Read Ueers to we the Primary Flagger Station and safely stop (5) Sign spacing in rural areas should be 500 ft_ _ - (0) r : Tabio OF-SOS(CAl CITY OF INDIO TRAFFIC SIGNAL IMPROVEMENTS PROJECT CITY PROJECT TS2003 HSIP CYCLE 9 TRAFFIC SIGNAL CONSTRUCTION NOTES `x VICINITY MAP 0 GENERAL NOTES: cn ❑1 RS EXISTING TRAFFIC CONTROLLER ASSEMBLY TO CITY YARD. (N LLLJ FURNISH AND INSTALL NEW 2070 ATc CONTROLLER UNIT AND L_ 1 TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATIONS SHALL CONFORM TO THE 2018 STATE OF APPROVED ATC FIRMWARE. CONFIGURE INTERSECTION FOR THE o LLJ CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND STANDARD INTENDED OPERATION. SEE SPECIAL PROVISIONS a 11 AVE 40 SPECIFICATIONS AND ANY ADDENDUMS THERETO, THE CITY OF INDIO STANDARD SPECIAL PROVISIONS RS FOR TRAFFIC SIGNAL CONSTRUCTION (AUGUST 2018 EDITION), AND THESE PLANS. SYMBOLS AND ❑ EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM CONTROLLER /�/ 3 N N ABBREVIATIONS USED ARE SHOWN ON CALTRANS STANDARD PLANS ES-1 A, B, & C. CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO 0 8 w LOCAL CITY YARD. ♦ 6 0 z ❑3 FURNISH AND INSTALL RACK —MOUNT VIDEO DETECTION SYSTEM (VDS) p cn Y 2 THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE. IT IS THE CONTRACTOR'S INSIDE EXISTING CONTROLLER CABINET. INSTALL VANTAGE EDGE2 VIDEO Q RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED TO PROVIDE FOR THE INTENDED PROCESSORS, EDGECONNECT (COMMUNICATION MODULE), SDLC OPERATION. UNGROUNDED TRAFFIC SIGNAL CONDUCTORS AND CABLES SHALL NOT BE SPLICED. COMMUNICATION MODULE, LED MONITOR (RACK MOUNTED PULL OUT AVE 42 DRAWER) AND PATCH CABLES COMPLETE. REMOVE ALL UNUSED DLC 9 3 THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT UNLESS NOTED OTHERWISE ON THE CABLES AS NECESSARY. 2 � SHOWCASE 15 PLANS. ® FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID VIDEO DETECTION 14 CAMERA (RADAR/HD) AND MOUNTING HARDWARE ON SIGNAL/LUMINAIRE Owwom 4 THE CITY TRAFFIC ENGINEER SHALL BE NOTIFIED A MINIMUM OF 3 WORKING DAYS IN ADVANCE OF MAST ARM PER CALTRANS STD. PLAN ES-7R AND IN ACCORDANCE WITH 6� THE ANTICIPATED WORK COMPLETION TO ARRANGE FOR THE SIGNAL TURN —ON. THE MANUFACTURER'S REQUIREMENTS. PROVIDE VIDEO DETECTION CABLE FROM CAMERA ASSEMBLY TO THE CONTROLLER CABINET COMPLETE, NO 5 THE CONTRACTOR SHALL ARRANGE AT HIS OWN EXPENSE TO HAVE SIGNAL TECHNICIANS QUALIFIED SPLICES ALLOWED. DETECTION ZONES SHALL BE CONFIGURED FOR ( ) ADVANCED DILEMMA ZONE DETECTION. FRED TO WORK ON THE TRAFFIC SIGNAL CONTROLLER ASSEMBLY, EMERGENCY VEHICLE PREEMPTION (EVP) 5 WARING DR 10 1 SYSTEM EQUIPMENT, AND VIDEO DETECTION EQUIPMENT PRESENT WHEN THE SIGNAL IS TURNED ON. ❑5 RS EXISTING VIDEO DETECTION CAMERA ASSEMBLY, MOUNTING, AND THE SIGNAL TECHNICIANS SHALL BE EMPLOYED BY THE TRAFFIC SIGNAL CONTROLLER CABLE(S) FROM MAST ARM/LUMINAIRE MAST ARM COMPLETE. SALVAGED MANUFACTURER, EVP EQUIPMENT MANUFACTURER, AND VIDEO DETECTION EQUIPMENT MANUFACTURER EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. OR THEIR RESPECTIVE REPRESENTATIVE. © 9EXISTING VIDEO DETECTION CABLES FROM EXISTING CONDUIT. FURNISH 12 MILES AVE 4 AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 GAUGE 3—WIRE POWER 1� 6 ® ® DENOTES VIDEO/RADAR DETECTION ZONE. NOT A PHYSICAL INSTALLATION. CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. H WESTWARD 13 AVE 46 cn ❑ RS EXISTING VEHICLE LOOP DETECTOR EQUIPMENT FROM CONTROLLER HO DR zo CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL H CITY YARD. z (n ® RC EXISTING VEHICLE DETECTOR LOOP CABLES (DLC) FROM EXISTING z HWY 111 v p CONDUIT. FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 N �� LEGEND GAUGE 3—WIRE POWER CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. Lu Ll- LL_ ❑9 RC EXISTING PULL BOX AND FURNISH AND INSTALL #6 PULL BOX. LLJ AVE 48 7 PROTECT IN PLACE EXISTING 45 DEGREE SWEEPS, RECONSTRUCT SIDEWALK OR SURFACE TO MATCH EXISTING. ; ��� �,�� EXISTING POLE EXISTING VIDEO AND MAST ARM DETECTION ZONE 10 FURNISH AND INSTALL 2"-2 CELL MAXCELL FABRIC INNERDUCT IN F_ N-------J EXISTING 3" CONDUIT. PULL COAXIAL VIDEO CABLE IN ONE OF THE 2" AVE 49 N z ® PROPOSED VIDEO CELLS OF THE MAXCELL FABRIC INNERDUCTS. PULL 16 GAUGE 3—WIRE W (n �� DETECTION ZONE POWER CABLE IN SECOND 2" CELL OF THE MAXCELL FABRIC Y ��; ��� L,A EXISTING POLE AND MAST INNERDUCT. Z Q ��� T ARM WITH LUMINAIRE MAST ARM o PROPOSED RADAR 11 FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 GAUGE 3—WIRE AVE 50 TRIP LINE POWER CABLE TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL IN EXISTING CONDUIT. v EXISTING VEHICLE HEAD PROPOSED BIKE 12 RS EXISTING VIDEO DETECTION CABLES AND RQ DETECTOR LOOP CABLES �> DETECTION ZONE (DLC) FROM EXISTING CONDUIT. FURNISH AND INSTALL NEW COAXIAL --- L EXISTING PIED HEAD L_LJ VIDEO CABLE AND 16 GAUGE 3—WIRE POWER CABLE INSIDE EXISTING INDEX R PROPOSED CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. EXISTING VIDEO >� HYBRID VANTAGE VECTOR 13 FURNISH AND INSTALL NEW STRAIGHT ARM FOR IISNS PER CITY OF SHEET DESCRIPTION DETECTION CAMERA INDIO STANDARD PLAN NO. 212. RELOCATE EXISTING IISNS FROM C OR pb EXISTING PULL BOX SIGNAL MAST ARM TO STRAIGHT ARM AND SPLICE POWER CABLES AS 1 TITLE SHEET NECESSARY FOR A FULLY FUNCTIONAL TRAFFIC SIGNAL. EXISTING COMM ANTENNA OR PB PROPOSED PULL BOX 2 INTERSECTION 1: CLINTON STREET AND FRED WARING DRIVE 14 REMOVE EXISTING HPS LUMINAIRE COBRAHEAD AND REPLACE WITH NEW 3 INTERSECTION 2: JEFFERSON STREET AND INDIO BOULEVARD EXISTING CONTROLLER RS REMOVE AND SALVAGE LED LEOTEK MODEL N0. GCM2-40H—MV—NW-3R—GY-950—PCR7 �"� EQUIPMENT 4 INTERSECTION 3: ADAMS STREET AND VARNER ROAD CABINET 5 INTERSECTION 4: CLINTON STREET AND MILES AVENUE EXISTING TYPE III SERVICE RC EQUIPMENT OR MATERIAL J 6 INTERSECTION 5: JEFFERSON STREET AND FRED WARING DRIVE CABINET TO BE REMOVED ANDBECOME PROPERTY OF 7 INTERSECTION 6: JEFFERSON STREET AND VARNER ROAD EXISTING THE CONTRACTOR 8 INTERSECTION 7: INDIO BOULEVARD AND AVENUE 48 MOUNTED SIGN AB ABANDON, IF APPLIED TO 9 INTERSECTION 8: JEFFERSON STREET AND SUN CITY BOULEVARD CONDUIT, REMOVE E-:1 EXISTING IISNS CONDUCTORS 10 INTERSECTION 9: JACKSON STREET AND AVENUE 42 o RELOCATED IISNS PP PROTECT IN PLACE 11 INTERSECTION 10: MADISON STREET AND FRED WARING DRIVE 12 INTERSECTION 11: JEFFERSON STREET AND AVENUE 40 L< EXISTING EVP PROPOSED LUMINAIRE 13 INTERSECTION 12: JEFFERSON STREET AND MILES AVENUE 14 INTERSECTION 13: JEFFERSON STREET AND WESTWARD HO DRIVE D I Cl '--E R T 15 INTERSECTION 14: JEFFERSON STREET AND AVENUE 42/COUNTRY CLUB DRIVE ��fill '% 16 INTERSECTION 15: JACKSON STREET AND SHOWCASE PARKWAY DIAL_ TOLL FREE j 1-800-227-2600 Q AT LEAST TWO DAYS BEFORE YOU DIG PLAN CHECKED BY UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA J D_ CONTRACTOR: DRAWN BY DESIGNER'S SEAL DESIGNED BY APPROVER'S SEAL APPROVED BY I.P. No. A.D.S OCTAVIO HERNANDEZ DATE03/04/2022 INSPECTOR: DEESSION QROFEss/pN SHEET N o, PREPARED FOR OQ� v HER q�F ENGINEER'S NAME �p F q� TELEPHONE FAx DATE COMPLETED: CITY OF INDIO ?��',`P� Ng1Y�y� ��� P� �'9��2� (760) 39,-40,7 (760) 342 -6590 T/TLESh'EET 2 R.C.E. No. 78085 J v JUAN F. RAYA, P.E. PROJECT No. CD No. C 68510 m AS BUILT COMP. DATE: TS2003 NAME OF FIRM MICHAEL BAKER INTERNATIONAL � CITY ENGINEER OF 16 SHEETS * C * J°/30/2023 BY DATE FIRM ADDRESS3536 CONCOURS ST, SUITE 100 � RCE No. 68510 � ! CITY FILE No. CONSTRUCTION RECORD ENGINEER REVISIONS APP'D DATE SCALE ,q y �� ONTARIO, CA 91764 sl CIV1L �Q SITE ADDRESS l qTF OF CAS �� DATE: 6/15/2022 100 CIVIC CENTER MALL, INDIO, CA 92201 BENCHMARK: BA IS of BEARING 1 "=20' F C TELEPHONE # (909) 974-4900 FAX # \� www.indio.org SEC. T. S., R. E., S.B.B. & M. APN. ♦ CONDUCTOR SCHEDULE A.W.G. RUNS 000®0©0®0 CABLE TYPE m POLE AO __-_-_-_-_-_ 1 1 1 1 1 1 12 POLE© POLE© o o ma POLE DO 0 U POLE 0 R POLEO 3 :3 POLE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -_-_ POLE HO -- 1 1 1 1 1 1 1 1 1 1 1 1 - - TOTAL CABLES 12 3 Z, 2 2 3 3 4 4 5 5 6 6 8 8 2 2 1 1 #6 SIGNAL SERVICE - - - - - - 3 - - #10 SIGNAL COMMON 1 1 1 1 1 1 2 1 1 1 #10 LUMINAIRE 2 2 2 2 2 2 - 2 2 #12 1 I.I.S.N.S. 2 2 2 2 2 2 - 2 2 BELDEN 8281 COAXIAL CABLE 1(N) 1(N) 1(N) 2(N) N N 1 N 1 N 1 N 16 GAUGE 3-WIRE POWER CABLE 1(N) 1(N) 1(N) 2(N) 2(N) 3 N 1(N) 1(N) 1(N) EMERGENCY PRE-EMPTION 1 1 1 1 2 2 3 4 1 1 12PR #19 SIC - - - - 1 1 1 WIRELESS ANTENNA CABLE - - - 1 1 1 1 - - CONDUIT SIZE 3" 3" 3" 3" 3" 3" 2-3" 3" 3" PERCENT FILL 11% 16% 22% 32% 43% 54% 34% 16% 11% ♦ ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. (N) NEW FRED WARING DRIVE * CABLES TO BE PLACED INSIDE THE MAXCELL FABRIC INNERDUCT (POSTED SPEED LIMIT. 50 MPH) NOTES: 1. SEE SHEET 1 FOR GENERAL NOTES AND LEGEND. 2. THIS PLAN MAKES REFERENCE TO 1999 AS —BUILT NO D1401 D I R T DIAL TOLL FREE j 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONTRACTOR: INSPECTOR: DATE COMPLETED: AS BUILT COMP. DATE: CONSTRUCTION RECORD BENCHMARK: BY JDATE1 ENGINEER BASIS OF BEARING 1-DLC RC TRIP LINE 4 TRIP LINE 3 385' TO 345' TO X-WALK X-WALK Exist 1.5"C, 1-DLC tXISt 1.5 U- p 1-DLC TRIP LINE 2 TRIP LINE 1 305' TO 140' TO X-WALK X-WALK PHASE DIAGRAM GROUP A GROUP B z_ I PHASE 1 PHASE 2 PHASE 3 PHASE 4 N z } I I _ PHASE 5 PHASE 6 PHASE 7 PHASE 8 REVISIONS DRAWN BY A.D.S PREPARED FOR CITY OF INDIO PROJECT No. TS2003 APP'D DATE SCALE 1 "=20' bi O Y ~ J J.. < 3 D_ I- X �to o- ~ N ~ pb� J- < CL M X Exist 1 .5"C, Of 1-DLC RC Exist 1.5"C, RC 1-DLC DESIGNER'S SEAL W O Y Z ~ J J O < 3 I x Of Exist 1.5"C, 1-DLC RC Exist 1.5"C, 3-DLC RC 04 CLINTON STREET (POSTED SPEED LIMB: 40 MPH) X\Z L-44 51 n 0*y\- 4 \\ C�� 06F K�J03 � lil 06 4 LOOPS i i i -- > DESIGNED BY OCTAVIO HERNANDEZ ENGINEER'S NAME R.C.E. No. 78085 NAME OF FIRM MICHAEL BAKER INTERNATIONAL FIRM ADDRESS3536 CONCOURS ST, SUITE 100 ONTARIO, CA 91764 TELEPHONE # (909) 974-4900 FAX # 2 LOOPS 12' 14' 41LOOPS ' POLE SCHEDULE POLE DATA SIGNAL LED LUM SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION IISNS No TYPE HEIGHT MA MA WATTS POLE MA *PED PHASE ARROW A B AQ 29-5-80 30 50 15 (N) 121 SV-1-T 3-MAS SP-1-T 04 EXIST EXIST Clinton St © 1-A 10' - - - TV-2-T - SP-1-T 06 EXIST EXIST - © 26-4-80 30' 40' 15' (N) 121 SV-1-T 2-MAS SP-1-T 06 EXIST EXIST Fred Waring Dr QD 1-A 10' - - - TV-2-T - SP-1-T 08 EXIST EXIST - QE 29-5-80 30' 50' 15 (N) 121 SV-1-T 3-MAS SP-1-T EXIST EXIST Clinton St QF 1-A 10' - - - TV-2-T - SP-1-T 02 EXIST EXIST - © 26-4-80 30' 40' 15' (N) 121 SV-1-T 2-MAS SP-1-T �2 EXIST EXIST Fred Waring Dr QH 1-A 10' - - - TV-2-T - SP-1-T 04 EXIST EXIST - • ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN UNLESS OTHERWISE NOTED (N) NEW EQUIPMENT Exist 2"C, 4#10,4#12 Exist 240 SERVICE Exist 3"C, 3#6 L��I Exist 332 CABINET WITH BBS TRIP LINE 1 TRIP LINE 2 TRIP LINE 3 140 TO 305 TO 345 TO ��LX 1 3 7 Exist 2"C, 1-SIC, X-WALK X-WALK V X-WALK 7J9L RC 3-DLC T- r---r--- 4E Exist 2"C 1-SIC, '- A I 1 � RC 1-DLC V'� R V'� 14 F \ D �b3� �8� 08V `�-�, O; r. �D6 4 G _ 05 ;- Exist R73-3(CA) ®6J4� a'Y a' - Exist R73-3(CA) 05 1I9U c— I — I o2 -' --i � I 02 I I 02 07 N 02J - r E � 8P 3 8 8J8U — O ,,6' X 6' F 08 Exist 2 C, 1-SIC, RC 1-DLC Exist 1.5"C, ©3-DLC AB pb "Exist 1.5"C, RC 1-DLC z 0 Y � J J. 3 0 x Exist 1.5"C, 1-DLC RC = L J 6J3U , 6J2L 6J2U N w0 Ex i st 1 .5"C, Z �-- J 1-DLC RC J ;n < B]pb 0-0 X ZO J J_ 3 CL I- X _ aM I APPROVER'S SEAL APPROVED BY DATE03/04/2022 ES 5' 11' 10' 10' 1I1U 10' 'x\ -6' X 50' - AB 4 LOOPS 10' 10' 11' 5' TRAFFIC SIGNAL CONSTRUCTION NOTES: TRIP LINE 4 385' TO X-WALK Exist 2"C,1-SIC Tn NnrniPR ST 430' CL TO CL SENSOR SCHEDULE (BIU9*) BIIX ASSIGNMENT OPERATION DET DX 1 1 -W-02 TRIP LINE 1 (33) 2 2-W-02 TRIP LINE 2 (34) 3 3-W-02 TRIP LINE 3 (3 5) 4 4-W-02 TRIP LINE 4 (36) 5 - 6 - 7 - 8 - 9 1 -E-06 TRIP LINE 1 (39) 10 2-E-06 TRIP LINE 2 (40) 11 3-E-06 TRIP LINE 3 (41) 12 4-E-06 TRIP LINE 4 (42) 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER SENSOR SCHEDULE (BIU10*) IpIX ASSIGNMENT OPERATION DET DX 1 1 -N-04 TRIP LINE 1 (49) 2 2-N-04 TRIP LINE 2 (50) 3 3-N-04 TRIP LINE 3 (51) 4 (52) 5 (53) 6 - 7 - 8 - 9 1 -S-08 TRIP LINE 1 (55) 10 2-S-08 TRIP LINE 2 (56) 11 3-S-08 TRIP LINE 3 (57) 12 - 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER ❑ O ROLLS SSMBL Y TO CITY ❑7 RS EXISTING VEHICLE LOOP DETECTOR EQUIPMENT FROM YARD.FURNISHTRAFFIC AND IN A 2070 CONTROLLER CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT UNIT AND APPROVED ATC FIRMWARE. CONFIGURE SHALL BE DELIVERED TO LOCAL CITY YARD. INTERSECTION FOR THE INTENDED OPERATION. SEE SPECIAL PROVISIONS. ® RC EXISTING VEHICLE DETECTOR LOOP CABLES (DLC) FROM EXISTING CONDUIT. FURNISH AND INSTALL NEW COAXIAL F3 FURNISH AND INSTALL RACK -MOUNT VIDEO DETECTION VIDEO CABLE AND 16 GAUGE 3-WIRE POWER CABLE SYSTEM (VDS) INSIDE EXISTING CONTROLLER CABINET. INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION INSTALL VANTAGE EDGE2 VIDEO PROCESSORS, SYSTEM FUNCTIONAL. EDGECONNECT (COMMUNICATION MODULE), SDLC COMMUNICATION MODULE, LED MONITOR (RACK MOUNTED 10 FURNISH AND INSTALL 2"-2 CELL MAXCELL FABRIC o PULL OUT DRAWER) AND PATCH CABLES COMPLETE. INNERDUCT IN EXISTING 3" CONDUIT. PULL COAXIAL VIDEO ` REMOVE ALL UNUSED DLC CABLES AS NECESSARY. CABLE IN ONE OF THE 2" CELLS OF THE MAXCELL FABRIC INNERDUCTS. PULL 16 GAUGE 3-WIRE POWER CABLE IN w ® FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID SECOND 2" CELL OF THE MAXCELL FABRIC INNERDUCT. VIDEO DETECTION CAMERA (RADAR/HD) AND MOUNTING HARDWARE ON SIGNAL MAST ARM PER CALTRANS STD. 11 FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 PLAN ES-7R AND IN ACCORDANCE WITH THE GAUGE 3-WIRE POWER CABLE TO MAKE THE HYBRID MANUFACTURER'S REQUIREMENTS. PROVIDE VIDEO M DETECTION SYSTEM FUNCTIONAL IN EXISTING CONDUIT. DETECTION CABLE FROM CAMERA ASSEMBLY TO THE CONTROLLER CABINET COMPLETE, NO SPLICES ALLOWED. 14 REMOVE EXISTING HPS LUMINAIRE COBRAHEAD AND REPLACE WITH NEW DETECTION ZONES SHALL BE CONFIGURED FOR ADVANCED LED LEOTEK MODEL NO. GCM2-40H-MV-NW-3R-GY-950-PCR7 DILEMMA ZONE DETECTION. 10, QR)F SIGN F. R9�11(6�� -7 z JUAN F. RAYA, P.E. c�_Lj No. C 68510 rri M CITY ENGINEER �XP:_9/30/2023 RCE No. 68510 PLAN CHECKED BY 20 0 20 40 60 SCALE: 1"=20' I.P. No. FAX TRAFFIC SIGNAL MOD SHEET No, TELEPHONE (760) 342 - 6590 (760) 391-4017 CZINTONSTRi g FR, WARINGOR/I/E 2 INTER '67 T/O/V#O� OF 16 SHEETS 110111 to CITY FILE No, SITE ADDRESS DATE: 6/1 55/2022 100 CIVIC CENTER MALL, INDIO, CA 92201 www.indio.org SEC. T. S., R. E., S.B.B. & M. APN. ♦ CONDUCTOR SCHEDULE A.W.G. RUNS OR 666666666 CABLE TYPE J POLE -_-_-_-_ 1_ 1_ 1_ 1--- m v POLE © 12 o POLE o m POLEQD Z POLE- U � POLE - ---- - 1 - 1--------_ 3 o POLE© -------- 1 --- - - - co POLEQH - - - - 1 - 1------- TOTAL CABLES 12 3 1-2-3_4_8_3_2_2_ 1 _ #1 0 LUMINAIRE 2 2 2 2 2 2 2 2 - #1 0 FLASHER - - 2 2 1 2 #1 2 1 I.I.S.N.S. 2 2 2 2 2 2 2 2 - BELDEN 8281 COAXIAL CABLE 1(N) 1(N) 2(N) 2(N) 1 1(N) 1(N) 1(N) - 16-3 SJT POWER CABLE 1(N) 1(N) 2(N) 2(N) 1 1(N) 1(N) 1(N) - EMERGENCY PRE-EMPTION 1 1 1 2 2 4 1 1 1 1 1 - CONDUIT SIZE 2" 2" 3" 3" 2-3" 3" 3" 1 3" 2" PERCENT FILL 18% 27% 20X 24X 22X 16X 12X 12X 9� ♦ ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. (N) NEW PHASE DIAGRAM GROUP A GROUP B z 0 LA NOT USED PHASE 1 PHASE 2 PHASE 3 PHASE 4 N z NOT USED NOT USED NOT USED � PHASE 5 PHASE 6 PHASE 7 PHASE 8 7' 13' 13' \ 12' N N 12' 2I2U ---- 3 M 13 M N a N 3 12' 2I2L - _ 13' 2I3L 6' X 25 JEFFERSON STREET (POSTED SPEED LIMIT: 50 MPH) LiB 04 ----SF-- - - - - - - 3 9 O N / 0314 -i- \, `17 of T 7 Exist R9-3 03 4 03 V nA 03 5 < 06 „ Exist R3-4 I r DETAIL A DETAIL "A" F, ' e i i i 1 I I 06 i 4 L{ Exist R73-6(CA) i I I rr,!j__— DETA I L "A" T��_ v L, J g 6 - - - 13' 2I3L Exist R9-3 R9-RbP9(L) DETAIL "A" 6' X 25' „ - 02+OLA -, Y 01 PP Exist 1.5C, -�- �L �v 2#10 Exist 1.5"C, DETAIL "B" A04 14 (FLASHER) 2#10 » L A04 A07 Exist 1 .5"C, Exist 1 .5 C, _�_ Li3 L�3 (FLASHER) 6 6 I TRIP (FLASHER) (FLASHER) -- ------'-------- 385LITO 4 TRIP LINE 3 TRIP LINE 2 Exist 1.5"C,- 345' TO TRIP LINE 1 2#10 �— LL LL 30 � TO 140 TO Exist R9-3 6 5 JEFFERSON STREET L 21 f-,Lj' x I (POSTED SPEED LIMIT: 45 MPH) Exist 332 CABINET WITH BBS Exist 2"C, 3#8(SERVICE) L Exist 240 SERVICE Exist 1.5"C, 2-SIC ' UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURIIS SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTES: 1. SEE SHEET 1 FOR GENERAL NOTES AND LEGEND. 2. THIS PLAN MAKES REFERENCE TO 2009 AS -BUILT. DIClL-ERT .1 1/\ fill DIAL TOLL FREE j 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONTRACTOR: INSPECTOR: DATE COMPLETED: AS BUILT COMP. DATE: CONSTRUCTION RECORD BENCHMARK: BY JDATE1 ENGINEER BASIS OF BEARING REVISIONS Exist 2"C, 12PR#19 SIC Exist 2"C, 12PR#1 Exist 2"C, 12PR#19 SIC Exist 2"C, 12PR#19 SIC Exist 2"C, 12PR#19 S] TO COUNTRY CLUB DRIVE Approx 1510' CL TO C DRAWN BY A.D.S PREPARED FOR CITY OF INDIO PROJECT No. TS2003 APP'D I DATE SCALE 1 "=20' Exist 3 C, SIC 60i 13' 12' 13' i E DETAIL "A" DETAIL "B" 06 L Exist R9-3 6J4U 6' X 6' 6 2 6J2L 6 X 25' Exist R3-18 IO2 -. --i I 4 - i 02 � 14 � c �I i i 5 13 Exist R9-3 — R9-RbP9 (L )�,,,, Y , _ E DETA I L "B" 02+OLA �i<�,> Exist R9-3 3I x co 3I5U 112' 12' 12' 12' 6' DESIGNER'S SEAL DESIGNED BY pEESS10iy OCTAVIO HERNANDEZ P NO HERNq��,fc ENGINEER'S NAME 9 C k R.C.E. No. 78085 J NAME OF FIRM MICHAEL BAKER INTERNATIONAL * C * FIRM ADDRESS3536 CONCOURS ST, SUITE 100 -4r V �� ONTARIO, CA 91764 FC TELEPHONE # (909) 974-4900 FAX # 07 i i r z H � p J Of N 1 POLE SCHEDULE POLE DATA SIGNAL LED LUM SIGNAL MOUNTING PIED PUSH BUTTON POLE LOCATION IISNS No TYPE HEIGHT MA MA WATTS POLE MA PIEDPHASE ARROW A B AA 29-5-80 35' 65' 15' (N)121 SV-1-T 3-MAS - - - EXIST EXIST (RL) JEFFERSON ST © 1-A 10' - - - TV-2-T - - - - EXIST EXIST - © 26A-4-80 35' 45' 15' (N)121 SV-1-T 2-MAS - - - EXIST EXIST INDIO BLVD OD 1-A 10' - - - TV- 1-T - - - - EXIST EXIST - EE 29A-5-80 35' 50' 15' (N)121 SV-1-T 3-MAS - - - EXIST EXIST (RL) JEFFERSON ST Q 1-A 10' - - - TV-2-T - - - - EXIST EXIST - © 29A-5-80 35' 50' 15' (N)121 SV-1-T 2-MAS - - - EXIST EXIST INDIO BLVD Q 1-A 30' - - - TV-2-T - - - - EXIST EXIST - • ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN UNLESS OTHERWISE NOTED (RL) RELOCATE EQUIPMENT (N) NEW EQUIPMENT INDIO BLVD (POSTED SPEED LIMIT: 50 MPH) TRIP LINE 4 1 TRIP LINE 2 TRIP LINE 3 TR385' TO TRIP LINE 140' TO 305' TO 345' TO LL LL LL I I LLI I I I Exist 1.5"C, SIC Exist 1.5"C, SIC 13' 12' 12' 16' SENSOR SCHEDULE (BIU9*) IOIX ASSIGNMENT OPERATION DIET DX 1 1 -W-02 TRIP LINE 1 (33) 2 2-W-02 TRIP LINE 2 (34) 3 3-W-02 TRIP LINE 3 (35) 4 4-W-02 TRIP LINE 4 (36) 5 - 6 - 7 - 8 - 9 1 -E-06 TRIP LINE 1 (39) 10 2-E-06 TRIP LINE 2 (40) 11 3-E-06 TRIP LINE 3 (41) 12 4-E-06 TRIP LINE 4 (42) 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER Exist 1.5"C, SIC Exist 1.5"C, SIC Exist 1.5"C, SIC Exist 1.5"C, SIC TRAFFIC SIGNAL CONSTRUCTION NOTES: RS EXISTING TRAFFIC CONTROLLER ASSEMBLY TO CITY YARD. FURNISH AND INSTALL NEW 2070 ATC CONTROLLER UNIT AND APPROVED ATC FIRMWARE. CONFIGURE INTERSECTION FOR THE INTENDED OPERATION. SEE SPECIAL PROVISIONS ❑2 RS EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. �3 FURNISH AND INSTALL RACK -MOUNT VIDEO DETECTION SYSTEM (VDS) INSIDE EXISTING CONTROLLER CABINET. INSTALL VANTAGE EDGE2 VIDEO PROCESSORS, EDGECONNECT (COMMUNICATION MODULE), SDLC COMMUNICATION MODULE, LED MONITOR (RACK MOUNTED PULL OUT DRAWER) AND PATCH CABLES COMPLETE. REMOVE ALL UNUSED DLC CABLES AS NECESSARY. ® FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID VIDEO DETECTION CAMERA (RADAR/HD) AND MOUNTING HARDWARE ON SIGNAL MAST ARM PER CALTRANS STD. PLAN ES-7R AND IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE VIDEO DETECTION CABLE FROM CAMERA ASSEMBLY TO THE CONTROLLER CABINET COMPLETE, NO SPLICES ALLOWED. DETECTION ZONES SHALL BE CONFIGURED FOR ADVANCED DILEMMA ZONE DETECTION. APPROVER'S SEAL APPROVED BY DATE03/04/2022 QROFESS/AZ ON (1) � v z JUAN F. RAYA, P.E. cU-i� No. C 68510 rrrl ^ CITY ENGINEER 6XP:_9/s0/202s � RCE No. 68510 CIVIL SENSOR SCHEDULE (BIU10*) BIU DX ASSIGNMENT OPERATION DIET DX 1 1 -S-b3 TRIP LINE 1 (49) 2 2-S-03 TRIP LINE 2 (50) 3 3-S-03 TRIP LINE 3 (51) 4 4-S-03 TRIP LINE 4 (52) 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER RS EXISTING VIDEO DETECTION CAMERA ASSEMBLY, MOUNTING, AND CABLE(S) FROM MAST ARM/LUMINAIRE MAST ARM COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. © RS EXISTING VIDEO DETECTION CABLES FROM EXISTING CONDUIT. FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 GAUGE 3-WIRE POWER CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. 13 FURNISH AND INSTALL NEW STRAIGHT ARM FOR IISNS PER CITY OF INDIO STANDARD PLAN NO. 212. RELOCATE EXISTING IISNS FROM SIGNAL MAST ARM TO STRAIGHT ARM AND SPLICE POWER CABLES AS NECESSARY FOR A FULLY FUNCTIONAL TRAFFIC SIGNAL. 14 REMOVE EXISTING HPS LUMINAIRE COBRAHEAD AND REPLACE WITH NEW LED LEOTEK MODEL NO. GCM2-40H-MV-NW-3R-GY-950-PCR7 20 0 20 40 60 PLAN CHECKED BY SCALE: 1"=20' TRAFFIC SIGNAL MOD TELEPHONE FAX (760) 391-4017 (760) 342 - 6590 JEFFERSONIN, BL VD INTERSECT/ON#02 i ! SITE ADDRESS DATE: 6/1 55/2022 100 CIVIC CENTER MALL, INDIO, CA 92201 www.indio.org SEC. T. S., R. E., S.B.B. & M. APN. I.P. No. SHEET No, 3 OF 16 SHEETS CITY FILE No, ♦ CONDUCTOR SCHEDULE A.W.G. RUNS 0 0 0 ® 0 CABLE TYPE POLE ©POLE© -_-_-_-- HoPOLE POLE DO POLE EO POLE FO 1- 1----_-_ 1- TOTAL CABLES 12 3 1_ 2_ 1_ 2 1 2 2 5 2 #6 SIGNAL SERVICE - - - - - - #8 BOND WIRE 1 1 1 1 1 2 #1 0 LUMINAIRE 2 2 2 2 2 - #1 2 t-I - I _-S _-N - S. 2 2 2 2 2 - 1 BELDEN 8281 COAXIAL CABLE 1(N) 2(N) 1(N) 1(N) 1(N) 3(N) 16-3 SJT POWER CABLE 1(N) 2(N) 1(N) 1(N) 1(N) 3(N) EMERGENCY PRE-EMPTION 1 2 1 1 1 3 WIRELESS ANTENNA CABLE - CONDUIT SIZE 3" 4" 4" 3" 3" 2-4" PERCENT FILL 10% 109E 6% 15% 18% 10% ♦ ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. (N) NEW TRAFFIC SIGNAL CONSTRUCTION NOTES RS EXISTING TRAFFIC CONTROLLER ASSEMBLY TO CITY YARD. FURNISH AND INSTALL NEW 2070 ATC CONTROLLER UNIT AND APPROVED ATC FIRMWARE. CONFIGURE INTERSECTION FOR THE INTENDED OPERATION. SEE SPECIAL PROVISIONS RS EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. �3 FURNISH AND INSTALL RACK -MOUNT VIDEO DETECTION SYSTEM (VDS) INSIDE EXISTING CONTROLLER CABINET. INSTALL VANTAGE EDGE2 VIDEO PROCESSORS, EDGECONNECT (COMMUNICATION MODULE), SDLC COMMUNICATION MODULE, LED MONITOR (RACK MOUNTED PULL OUT DRAWER) AND PATCH CABLES COMPLETE. REMOVE ALL UNUSED DLC CABLES AS NECESSARY. ® FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID VIDEO DETECTION CAMERA (RADAR/HD) AND MOUNTING HARDWARE ON SIGNAL MAST ARM PER CALTRANS STD. PLAN ES-7R AND IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE VIDEO DETECTION CABLE FROM CAMERA ASSEMBLY TO THE CONTROLLER CABINET COMPLETE, NO SPLICES ALLOWED. DETECTION ZONES SHALL BE CONFIGURED FOR ADVANCED DILEMMA ZONE DETECTION. NOTES: 1. SEE SHEET 1 FOR GENERAL NOTES AND LEGEND. 2. THIS PLAN MAKES REFERENCE TO THE 2007 AS -BUILT DIClL-E:RT DIAL TOLL FREE j 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONTRACTOR: INSPECTOR: DATE COMPLETED: AS BUILT COMP. DATE: CONSTRUCTION RECORD BENCHMARK: BY JDATE1 ENGINEER BASIS OF BEARING RS EXISTING VIDEO DETECTION CAMERA ASSEMBLY, MOUNTING, AND CABLE(S) FROM MAST ARM/LUMINAIRE MAST ARM COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. © RS EXISTING VIDEO DETECTION CABLES FROM EXISTING CONDUIT. FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 GAUGE 3-WIRE POWER CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. 14 REMOVE EXISTING HIPS LUMINAIRE COBRAHEAD AND REPLACE WITH NEW LED LEOTEK MODEL NO. GCM2-40H-MV-NW-3R-GY-950-PCR7 TRIP LINE 4 385' TO LL REVISIONS VARNER AVENUE (POSTED SPEED LIMIT: 50 MPH) Exist R9-3 5' 11' 11' 10' I2U 6' X 50' 11' 2I2L 5' TRIP LINE 3 LT305' IP LINE 2 TRIP LINE 1 345' TO TO 140' TO LL LL LL DRAWN BY A.D.S PREPARED FOR CITY OF INDIO PROJECT No. TS2003 APP'D DATE SCALE 1 "=20' ADAMS STREET (POSTED SPEED LIMIT: 50 MPH) =]06P 06 --- Exist R3-4 I__ i r i i' 6 DETAIL "A" 6' X 25' 2I4U ®'�s�L Exist6 R9-3 UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURIIS SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. DESIGNER'S SEAL DESIGNED BY pEESS1pN OCTAVIO HERNANDEZ P �p HERNq��,fc ENGINEER'S NAME 9 o R.C.E. No. 78085 J NAME OF FIRM MICHAEL BAKER INTERNATIONAL * C * FIRM ADDRESS3536 CONCOURS ST, SUITE 100 -4r V �� ONTARIO, CA 91764 FC TELEPHONE # (909) 974-4900 FAX # • POLE SCHEDULE POLE DATA SIGNAL LED LUM SIGNAL MOUNTING PIED PUSH BUTTON POLE LOCATION IISNS No TYPE HEIGHT MA MA WATTS POLE MA PIED PHASE ARROW A B AO 19-4-80 30' 20' 15' (N) 121 SV-1-T MAS SP-1-T - - EXIST EXIST Adams St. © 1-A 10' - - - TV-1-T - - 06 EXIST EXIST - © 15TS 30' - 15' (N) 121 - - - 06 EXIST EXIST - QD 1-A 10' - - - TV-2-T - SP-1-T - - EXIST EXIST - QE 24-4-80 30' 25' 15' (N) 121 SV-2-TA 2-MAS - - - EXIST EXIST Adams St. QF 19-4-80 30' 25' 15' (N) 121 SV-2-TA MAS-4C - - - EXIST EXIST Varner Ave. • ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN UNLESS OTHERWISE NOTED (N) NEW EQUIPMENT SENSOR SCHEDULE (BIU9*) Blu DX ASSIGNMENT OPERATION DET DX 1 1 -W-02 TRIP LINE 1 (33) 2 2-W-02 TRIP LINE 2 (34) 3 3-W-02 TRIP LINE 3 (35) 4 4-W-02 TRIP LINE 4 (36) 5 - 6 - 7 - 8 - 9 1 -E-06 TRIP LINE 1 (39) 10 2-E-06 TRIP LINE 2 (40) 11 3-E-06 TRIP LINE 3 (41) 12 4-E-06 TRIP LINE 4 (42) 13 - 14 1 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER Exist 332 CABINET WITH BIBS 06P 02 G Exist R9-3 - A fA 7 -02�� -Z 041 III DETAIL "A" > 02�-''�� OL J E b V �l xist 2"C, 2-#6(SIG.) ;Exist 240 SERVICE xist 2"C, 2#10(ST. & J �^�b6 6J46 U 6J2L \' X 25 - - - \ 6 J 2 U -Exist R9-3 APPROVER'S SEAL APPROVED BY DATE03/04/2022 QRpFESS/ON v z JUAN F. RAYA, P.E. cU-i� No. C 68510 rri M CITY ENGINEER �XP:J°/30/2023 RCE No. 68510 SENSOR SCHEDULE (BIU10*) IDX ASSIGNMENT OPERATION DET DX 1 1 -N-04 TRIP LINE 1 (49) 2 2-N-04 TRIP LINE 2 (50) 3 3-N-04 TRIP LINE 3 (51) 4 4-N-04 TRIP LINE 4 (52) 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER TRIP LINE 1 140' TO LL 10' 11' 11' - - -5, TRIP LINE 2 305' TO LL TRIP LINE 3 345' TO LL TRIP LINE 4 385' TO LL PHASE DIAGRAM GROUP A GROUP B C� z_ NOT USED NOT USED PHASE 1 PHASE 2 PHASE 3 PHASE 4 N CD z NOT USED NOT USED NOT USED _ PHASE 5 PHASE 6 PHASE 7 PHASE 8 20 0 20 40 60 PLAN CHECKED BY SCALE: 1"=20' I r1 TRAFFIC SIGNAL MOD TELEPHONE FAX (760) 391-4017 (760) 342 - 6590 ADA"S STREET@ I/ARNERA VENUE INTERSECTILWA03 i ! DATE: 6/1 55/2022 100 CIVIC CENTER MALL, INDIO, CA 92201 SITE ADDRESS www.indio.org SEC. T. S., R. E., S.B.B. & M. APN. I.P. No. SHEET No, 4 OF 16 SHEETS CITY FILE No, ♦ CONDUCTOR SCHEDULE A.W.G. RUNS 000®0©0®0 CABLE TYPE m POLE01 12 POLE POLE o o Q POLE® p U POLE U v POLE© 3 z POLE 000 POLE TOTAL CABLES 12 3 1 1 22334455 1 1 226688 #1 0 SIGNAL COMMON 1 1 1 1 1 1 1 1 1 #1 0 LUMINAIRE - 2 2 2 2 2 2 2 - #1 2 I.I.S.N.S. - 2 2 2 2 2 2 2 - BELDEN 8281 COAXIAL CABLE - 1(N) 1(N) 2(N) 2(N) 1(N) 1(N) 3(N) 4(N) 16-3 SJT POWER CABLE - 1(N) 1(N) 2(N) 2(N) 1(N) 1(N) 3(N) 4(N) EMERGENCY PRE—EMPTION — 1 1 2 2 1 1 3 4 CONDUIT SIZE 2" 3" 3" 4" 4" 3" 3" 4" 2-3" PERCENT FILL 13% 16% 22% 18X 21 % 11 % 16% 26% 29% ♦ ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. (N) NEW TRAFFIC SIGNAL CONSTRUCTION NOTES: RS EXISTING TRAFFIC CONTROLLER ASSEMBLY TO CITY YARD. FURNISH AND INSTALL NEW 2070 ATC CONTROLLER UNIT AND APPROVED ATC FIRMWARE. CONFIGURE INTERSECTION FOR THE INTENDED OPERATION. SEE SPECIAL PROVISIONS RS EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. �3 FURNISH AND INSTALL RACK —MOUNT VIDEO DETECTION SYSTEM (VDS) INSIDE EXISTING CONTROLLER CABINET. INSTALL VANTAGE EDGE2 VIDEO PROCESSORS, EDGECONNECT (COMMUNICATION MODULE), SDLC COMMUNICATION MODULE, LED MONITOR (RACK MOUNTED PULL OUT DRAWER) AND PATCH CABLES COMPLETE. REMOVE ALL UNUSED DLC CABLES AS NECESSARY. ® FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID VIDEO DETECTION CAMERA (RADAR/HD) AND MOUNTING HARDWARE ON LUMINAIRE MAST ARM PER CALTRANS STD. PLAN ES-7R AND IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE VIDEO DETECTION CABLE FROM CAMERA ASSEMBLY TO THE CONTROLLER CABINET COMPLETE, NO SPLICES ALLOWED. DETECTION ZONES SHALL BE CONFIGURED FOR ADVANCED DILEMMA ZONE DETECTION. ❑5 RS EXISTING VIDEO DETECTION CAMERA ASSEMBLY, MOUNTING, AND CABLE(S) FROM MAST ARM/LUMINAIRE MAST ARM COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. © RS EXISTING VIDEO DETECTION CABLES FROM EXISTING CONDUIT. FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 GAUGE 3—WIRE POWER CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. 14 REMOVE EXISTING HPS LUMINAIRE COBRAHEAD AND REPLACE WITH NEW LED LEOTEK MODEL NO. GCM2-40H—MV—NW-3R—GY-950—PCR7 NOTES: 1. SEE SHEET 1 FOR GENERAL NOTES AND LEGEND. 2. THIS PLAN MAKES REFERENCE TO 1995 AS —BUILT DWG. NO 12728 DIClL-ERT � IN/N DIAL TOLL FREE pot j 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONTRACTOR: INSPECTOR: DATE COMPLETED: AS BUILT COMP. DATE: CONSTRUCTION RECORD BENCHMARK: BY JDATE1 ENGINEER BASIS OF BEARING REVISIONS M 04 a 3 c NIL 5' 14' 10' 7 12' 10' TRIP LINE 2 TRIP LINE 1 305' TO 140' TO X-WALK X-WALK 04F 11 06P u-ram r L_J � I 06 CLINTON STREET (POSTED SPEED LIMB: 40 MPH) 1-"4(49 11' 6' X � 03 10' 10' 10' 7J5U i Z�J 14 < I 06 �I Exist R73-3(CA) 5J1U 2I4L 01 6' X 50' 2I2U UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. DRAWN BY A.D.S PREPARED FOR CITY OF INDIO PROJECT No. TS2003 APP'D I DATE SCALE 1 "=20' 2I2L DESIGNER'S SEAL 6' X 25' 6' XI fi DESIGNED BY OCTAVIO HERNANDEZ ENGINEER'S NAME R.C.E. No. 78085 NAME OF FIRM MICHAEL BAKER INTERNATIONAL FIRM ADDRESS3536 CONCOURS ST, SUITE 100 ONTARIO, CA 91764 TELEPHONE # (909) 974-4900 FAX # 11' 6 7 E 7J9L - < - -I- V17 V17 03 V 08U 08 �'6 6P 14 LJ_ 1 4 05 X 6' Exist R73-3(CA) 6J4U 5' 4 Exist R73-3(CA) Exist R73-3(CA) 07 LJ LJ-J —"Or 2P '* POLE SCHEDULE POLE DATA SIGNAL LED LUM SIGNAL MOUNTING PIED PUSH BUTTON POLE LOCATION IISNS No TYPE HEIGHT MA MA WATTS POLE MA PIED PHASE ARROW A B 10 26-4-80 30' 40' 15' (N) 121 SV-1-T 2-MAS SP-1-T 04 EXIST EXIST Clinton St Q2 1-A 10' - - - TV-2-T - SP-1-T 06 EXIST EXIST - O3 24-4-80 30' 35' 15' (N) 121 SV-1-T 2-MAS SP-1-T 06 EXIST EXIST Mills Ave ® 1-A 10' - - - TV-2-T - SP-1-T 08 EXIST EXIST - Q5 26-4-80 30' 40' 15' (N) 121 SV-1-T 2-MAS SP-1-T 08 EXIST EXIST Clinton St 66 1-A 10' - - - TV-2-T - SP-1-T 02 EXIST EXIST - Q7 24-4-80 30' 35' 15' (N) 121 SV-1-T 2-MAS SP-1-T 02 EXIST EXIST Mills Ave ® 1-A 10' - - - TV- 1-T - SP-1-T 04 EXIST EXIST - • ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN UNLESS OTHERWISE NOTED (N) NEW EQUIPMENT Exist 2"C, 2#12(IISNS),2#10(LTG) Exist 240 SERVICE Exist 2"C, 3#6(SIGNAL) L\� Exist 332 CABINET WITH BBS 1 2 3 rX 8 6 N13 nr� 6' X 25' 6J2L MILES AVENUE (POSTED SPEED LIMIT: 40 MPH) TRIP LINE 1 TRIP LINE 2 140' TOA 305' TO X-WALK X-WALK 1 1 1 1 5' 11' 6J2U 11' \\\1I1U 10' "116' X 50' 11' 11 5' I APPROVER'S SEAL I APPROVED BY DATE03/04/2022 ^,;)P� F . J C No. C 68510 � �XP:J°/30/2023 JUAN F. RAYA, P.E. CITY ENGINEER RCE No. 68510 PHASE DIAGRAM GROUP A GROUP B CD PHASE 1 PHASE 2 PHASE 3 PHASE 4 N z _ } PHASE 5 PHASE 6 PHASE 7 PHASE 8 SENSOR SCHEDULE (BIU9*) BIIX ASSIGNMENT OPERATION DX 1 1 —W-02 TRIP LINE 1 (33) 2 2—W-02 TRIP LINE 2 (34) 3 — 4 — 5 — 6 — 7 — 8 — 9 1 -E-06 TRIP LINE 1 (39) 10 2—E-06 TRIP LINE 2 (40) 11 — 12 — 13 — 14 — 15 — 16 — * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER SENSOR SCHEDULE (BIU10*) IpIX ASSIGNMENT OPERATION DET DX 1 1 —N-04 TRIP LINE 1 (49) 2 2—N-04 TRIP LINE 2 (50) 3 — 4 — 5 — 6 — 7 — 8 — 9 1 —S-08 TRIP LINE 1 (55) 10 2-S-08 TRIP LINE 2 (56) 11 - 12 - 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER 20 0 20 40 60 PLAN CHECKED BY SCALE: 1"=20' �✓~ FAX TRAFFIC SIGNAL MOD TELEPHONE (760) 342 - 6590 CL/NTONS'Ti4EETg /Vl/LESAVENUE (760) 391.4017 /NTERSECT/ON#04 i ! SITE ADDRESS DATE: 6/1 55/2022 100 CIVIC CENTER MALL, INDIO, CA 92201 www.indio.org SEC. T. S., R. E., S.B.B. & M. APN. I.P. No. SHEET No, 5 OF 16 SHEETS CITY FILE No, - CONDUCTOR SCHEDULE A.W.G. CABLE TYPE RUNS 0 0 0 A 5 A6 8 w a J a 0 12 Z 0 3 U v POLEQA POLE© POLE POLE DO POLE POLE POLE© - - ----- - - 1 1 POLEi'J TOTAL CABLES 12 3 1 1 2 2 3 3 4 4 5 5 1 1 2 2 8 8 #10 LUMINAIRE - 2 2 2 2 2 2 - #1 2 I.I.S.N.S. - 2 2 2 2 2 2 - BELDEN 8281 COAXIAL CABLE - 1(N) 1(N) 2(N) 2(N) 1(N) 1(N) 4(N) 16-3 SJT POWER CABLE - 1(N) 1(N) 2(N) 2(N) 1(N) 1(N) 4(N) EMERGENCY PRE-EMPTION - 1 1 2 1 2 1 1 4 CONDUIT SIZE 2" 3" 4" 4" 4" 3" 3" 2-4" PERCENT FILL 12% 16X 12X 17X 20X 11X 16X 16X A ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. (N) NEW JEFFERSON STREET (POSTED SPEED LIMIT: 50 MPH) I N I I zo0­1 J J. Q 0-00 X � H M ZO J _j. a I �to X N 6' X 50' 11' 4I6U TRIP LINE 4 TRIP LINE 3 TRIP LINE 2 TRIP LINE 1 385' TO 345' TO 305' TO 140' TO X-WALK X-WALK I X-WALK X-WALK NOTES: 1. SEE SHEET 1 FOR GENERAL NOTES AND LEGEND. 2. THIS PLAN MAKES REFERENCE TO 2004 AS -BUILT NO D1615 D I R T ° DIAL TOLL FREE j 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONTRACTOR: INSPECTOR: DATE COMPLETED: AS BUILT COMP. DATE: CONSTRUCTION RECORD BENCHMARK: BY IDATEI ENGINEER BASIS OF BEARING REVISIONS ZO J J.. Q LO 0_0 X 12' 12' 12' 12'u i 6J3L 6J3U 6J2L 6J2U_ N to X 10 N N N X X X 06 � w co is �/J D - J4U 6' X 6' 06P �5 06/ /' 04 �' L',_1�_LJ ©� �4P CITY OF LA QUINTA DRAWN BY A.D.S PREPARED FOR CITY OF INDIO PROJECT No. TS2003 APP'D DATE SCALE 1 "=20' Exist R73-5(CA) \06P i Y DESIGNER'S SEAL Exist 2"C,12PR#19 SIC TO COUNTRY CLUB DR Approx 3880' CL TO CL Exist 2"C,12PR#19 SIC st 2"C,12PR#19 SIC ist 2"C,12PR#19 SIC Exist 2"C,12PR#19 SIC VExist o8P R73-5(CA) 3-1 7G 6' X 6 0 0 I-_ .-� Z 0 J pr J z o U I U Exist R73-5(CA) C., 7..1 7"/- I000JLIn C`Tf+ Exist 2"C,12PR#19 SIC �J O POLE SCHEDULE POLE DATA SIGNAL LED LUM SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION IISNS No TYPE HEIGHT MA MA WATTS POLE MA PED PHASE ARROW A B AO 61-5-80 30' 60' 15' (N)121 SV-1-T 3-MAS SP-1-T 04 EXIST EXIST Fred Waring © 1-A 10' - - - TV-2-T - SP-1-T 06 EXIST EXIST - C 29-5-80 30' 55' 15' (N)121 SV-1-T * SV-1 -T 3-MAS SP-1-T �6 EXIST EXIST Jefferson QD 1-A 10'- QE 61-5-80 30' 60' 15' (N)121 SV-1-T 3-MAS SP-1-T 08 EXIST EXIST Fred Waring QF 1-A 10' - - - TV-2-T - SP-1-T 02 EXIST EXIST - © 29-5-80 30' 55' 15' (N)121 SV-1-T 3-MAS SP-1-T 02 EXIST EXIST Jefferson A 1-A 10' - - - TV-2-T - SP-1-T 04 EXIST EXIST - • ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN UNLESS OTHERWISE NOTED * MOUNTED AT 17' (N) NEW EQUIPMENT FRED WARING DRIVE (POSTED SPEED LIMIT. 50 MPH) TRIP LINE 1 TRIP LINE 2 TRIP LINE 3 TRIP LINE 4 140' TO 305' TO 345' TO 385' TO X-WALK X-WALK X-WALK X-WALK 6' 11' P 6' X 50' L 11' \Exist 3"C,12PR#19 SIC 11' Exist 2"C,2#10(LTG) 2 12 IISNS) 11' 412 PEC) 6' "*- Exist 240 SERVICE xist 2"C,2#8(SIGNAL) Exist 332 CABINET WITH BBS CITY OF INDIO Exist 2"C,12PR#19 SIC wo ~ J J- 3 CL� I XN Li �_Exist 2"C, ?I__ 12PR#119 SIC J;n I CLO X M ii W 0 Exist 2"C, � ~ 12PR#19 SIC J' a �� X T ui O Exist 2"C, _jJ _ < 12PR#19 SIC CL 00 X DESIGNED BY OCTAVIO HERNANDEZ ENGINEER'S NAME R.C.E. No. 78085 NAME OF FIRM MICHAEL BAKER INTERNATIONAL FIRM ADDRESS3536 CONCOURS ST, SUITE 100 ONTARIO, CA 91764 TELEPHONE # (909) 974-4900 FAX # "C,12PR#19 SIC S DRIVE TRAFFIC SIGNAL 2650' CL TO CL APPROVER'S SEAL APPROVED BY DATE03/04/2022 F . J No. C 68510 Li � �XP:J°/30/2023 TRAFFIC SIGNAL CONSTRUCTION NOTES: SENSOR SCHEDULE (BIU9*) IDX ASSIGNMENT OPERATION DET DX 1 1 -S-02 TRIP LINE 1 (33) 2 2-S-02 TRIP LINE 2 (34) 3 3-S-02 TRIP LINE 3 (35) 4 4-S-02 TRIP LINE 4 (36) 5 - 6 - 7 - 8 - 9 1 -N-06 TRIP LINE 1 (39) 10 2-N-06 TRIP LINE 2 (40) 11 3-N-06 TRIP LINE 3 (41) 12 4-N-06 TRIP LINE 4 (42) 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER SENSOR SCHEDULE (BIU10*) Blu DX ASSIGNMENT OPERATION DIET DX 1 1 -W-04 TRIP LINE 1 (49) 2 2-W-04 TRIP LINE 2 (50) 3 3-W-04 TRIP LINE 3 (51) 4 4-W-04 TRIP LINE 4 (52) 5 - 6 - 7 - 8 - 9 1 -E-08 TRIP LINE 1 (55) 10 2-E-08 TRIP LINE 2 (56) 11 3-E-08 TRIP LINE 3 (57) 12 4-E-08 TRIP LINE 4 (58) 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER PHASE DIAGRAM GROUP A GROUP B Z CD LOP.- I LL PHASE 1 PHASE 2 PHASE 3 PHASE 4 CD z_ I PHASE 5 PHASE 6 PHASE 7 PHASE 8 R EXISTINGRAFFIC OLLER BLY TO CITY F5-] CAMERA RS] EXISTING IDDETS INSTALL NEW 2070 AC CONTROLLER RDARM MOUNTING, FROMMASTLUMINAIRE M, AND CABLE(S) UNIT AND APPROVED ATC FIRMWARE. CONFIGURE MAST ARM COMPLETE. SALVAGED EQUIPMENT SHALL BE INTERSECTION FOR THE INTENDED OPERATION. SEE SPECIAL DELIVERED TO LOCAL CITY YARD. PROVISIONS ❑2 9EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM © RS EXISTING VIDEO DETECTION CABLES FROM EXISTING CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT CONDUIT. FURNISH AND INSTALL NEW COAXIAL VIDEO SHALL BE DELIVERED TO LOCAL CITY YARD. CABLE AND 16 GAUGE 3-WIRE POWER CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION �3 FURNISH AND INSTALL RACK -MOUNT VIDEO DETECTION SYSTEM FUNCTIONAL. SYSTEM (VDS) INSIDE EXISTING CONTROLLER CABINET. INSTALL VANTAGE EDGE2 VIDEO PROCESSORS, 14 REMOVE EXISTING HIPS LUMINAIRE COBRAHEAD AND EDGECONNECT (COMMUNICATION MODULE), SDLC REPLACE WITH NEW LED LEOTEK MODEL NO. GCM2-40H-MV-NW-3R-GY-950-PCR7 COMMUNICATION MODULE, LED MONITOR (RACK MOUNTED PULL OUT DRAWER) AND PATCH CABLES COMPLETE. REMOVE ALL UNUSED DLC CABLES AS NECESSARY. ® FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID VIDEO DETECTION CAMERA (RADAR/HD) AND MOUNTING HARDWARE ON SIGNAL MAST ARM PER CALTRANS STD. PLAN ES-7R AND IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE VIDEO DETECTION CABLE FROM CAMERA ASSEMBLY TO THE CONTROLLER CABINET COMPLETE, NO SPLICES ALLOWED. DETECTION ZONES SHALL BE CONFIGURED FOR ADVANCED 0 N w J a U DILEMMA ZONE DETECTION. 20 0 20 40 60 PLAN CHECKED BY SCALE: 1"=20' I r1 TRAFFIC SIGNAL MOD TELEPHONE FAX (760) 391-4017 (760) 342 -6590 JEFFZRSONSTREET@ FREO l/ARINGORME J UAN F. RAYA, P.E. r INTERSECT/ON#05 CITY ENGINEER RCE No. 68510 �! SITE ADDRESS DATE: 6/1 55/2022 100 CIVIC CENTER MALL, INDIO, CA 92201 www.indio.org SEC. T. S., R. E., S.B.B. & M. APN. I.P. No. SHEET No, 6 OF 16 SHEETS CITY FILE No, ♦ CONDUCTOR SCHEDULE A.W.G. RUNS � ljzl A 5 8 CABLE TYPE m POLE AO POLE© 12 POLE © 2 1 2 1 2 1 2 1 - - 2 1 2 1 m POLE DO __________ zo POLE U POLE 3 z POLE© -01 POLE HO -_ -_ - - TOTAL CABLES 12 3 2 1 324354 1—2-8484 #1 0 LUMINAIRE 2 2 1 2 2 1 2 2 1 2 - #1 2 I.I.S.N.S. 2 2 2 2 2 2 2 - BELDEN 8281 COAXIAL CABLE 1(N) 1(N) 2(N) 2(N) 1(N) 1(N) 4(N) 4(N) 16-3 SJT POWER CABLE 1(N) 1(N) 2(N) 2(N) 1(N) 1(N) 4(N) 4(N) EMERGENCY PRE—EMPTION 1 1 1 2 1 2 1 1 1 1 4 4 WIRELESS ANTENNA CABLE - - - - - - 1 1 CONDUIT SIZE 4" 4" 4" 4" 4" 4" 2-4" 2-4" PERCENT FILL 8% 11X 17% 20% 5X 8% 16% 15% ♦ ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. (N) NEW Exist 332 CABINET WITH BBS Exist 2"C,- 2##12(SIG) 1##6(G) Exist 2"C, 2##8(LUM) 2##12(I ISNS) 1##8(G) Exist 240 SERVICE-\ 7 NOTES: 1. SEE SHEET 1 FOR GENERAL NOTES AND LEGEND. 2. THIS PLAN MAKES REFERENCE TO THE 2013 AS —BUILT D I �;�,��,,,, R T /\� DIAL TOLL FREE j 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONTRACTOR: INSPECTOR: DATE COMPLETED: AS BUILT COMP. DATE: CONSTRUCTION RECORD BENCHMARK: BY JDATE1 ENGINEER BASIS OF BEARING TRIP LINE 3 345' TO X-WALK TRIP LINE 2 305' TO X-WALK 14' Exist 3"C, 1-SI TRIP LINE 1 140' TO X-WALK Exist 2"C, 1-SIC PHASE DIAGRAM GROUP A GROUP B CD I I PHASE 1 PHASE 2 PHASE 3 PHASE 4 N CD z_ if PHASE 5 PHASE 6 PHASE 7 PHASE 8 UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURIiS SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. REVISIONS DRAWN BY A.D.S PREPARED FOR CITY OF INDIO PROJECT No. TS2003 APP'D I DATE SCALE 1 "=20' 0 Z~ J J_ N Z� J _j_ < Ln R.,a_O I cr wo JEFFERSON STREET (POSTED SPEED LIMIT. 45 MPH) 3-N_ y4l -'�. 4--m, Z~ J _j- < 14' 13 11' 11' 11' r11' o X 0t 1U ~if X X co co 6J3L 6J3U 6J2L 6J2U N N 06 N N X X X X co co 1I9U I co co 6J4U -T 4 �, - �_� L � i, I I <± Yc� 05 V 05� 04P �.I 04 Exist R9-3 I L! — 04 \ Exist R73-6(CA) �I L_I I r 07 v Exist R9-3 07 4ll 06 A Exist R9-3 A06 A06 / ----- I - - E LJ --- 14 5 r� X - Exist 3"C, 1-SIC 15' 12' 11' 11' POLE SCHEDULE POLE DATA SIGNAL LED LUM SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION I I S N S No TYPE HEIGHT MA MA WATTS POLE MA *PED PHASE ARROW A B AO 29-5-100 30' 55' 15' (N)121 SV-1-T 3-MAS SP-1-T 04 � EXIST EXIST Varner Rd © 1-A 10' - - - TV-2-T - SP-1-T 02 EXIST EXIST - © 24-4-100 30' 35' 15' (N)121 SV-3-TA 2-MAS SP-1-T 02 EXIST EXIST Jefferson St DO 15TS 30' - 15' (N)121 - - - - - EXIST EXIST - QE 71-5-100 30' 75' 15' (N)121 SV-1-T 3-MAS - - - EXIST EXIST Varner Rd QF 1-A 10' - - - TV-2-T - - - - EXIST EXIST - © 29-5-100 30' 50' 15' (N)121 SV-1-T 2-MAS SP-1-T - - EXIST EXIST Jefferson St QH 1-A 10' - - - TV-2-T - - 04 EXIST EXIST - • ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN UNLESS OTHERWISE NOTED (N) NEW EQUIPMENT TRAFFIC SIGNAL CONSTRUCTION NOTES: ZK A / `'7 T'7 02r �'02P --os2V_--��/- --- - V L 04P 4 r , r —� J LJ— Exist R73-6 (CA) ^�; �- G 6' X 25' 03 4I7U I 6' X 25' 4I8UX 4I6L 03 n J 4 Exist R73-6(CA) - — — 5 RpE— 08 --1 } , < -FT-- - 1 14 02P Ir� 01 \�� LJ \ I < _2 08 C VARN E R ROAD (POSTED SPEED LIMIT. 45 MPH) TRIP LINE 1 TRIP LINE 2 TRIP LINE 3 140' TO 305' TO 345' TO X-WALK X-WALK X-WALK 15' 12' 14I6U 11' 6' X 50' - �W10' z INN �_N\�10 \,\" X 50 11' 11' Exist 3"C, 2-##10 Exist R73-5(CA) 02 5' X 5 2I4U 5J9U to N N N 14 01 X X X co co co / 2I2U 2I2L 2I3U � / X J Exist R9-3 _ r i Exist 2"C, z~ J 1-SIC _j_ < 1111' 12' 12' 12' 18' CLq- I �- X ~ Exist 2"C, N 1-SIC Z� Y -S-02(33) _j_ < U-) I CLo x cy- Exist 2"C, ~ r7 1-SIC Z� Y J- < I CL� X IT Exist 2"C, 1-SIC TO INTERSTATE HIGHWAY RAMP -S-02 35 Approx. 725' CL TO CL DESIGNER'S SEAL DESIGNED BY pN OCTAVIO HERNANDEZ pEESS1 HERNq��,fc ENGINEER'S NAME 9 o R.C.E. No. 78085 J NAME OF FIRM MICHAEL BAKER INTERNATIONAL * C * FIRM ADDRESS3536 CONCOURS ST, SUITE 100 -4r V �� ONTARIO, CA 91764 FC TELEPHONE # (909) 974-4900 FAX # APPROVER'S SEAL APPROVED BY DATE03/04/2022 QROFESS/ON v z JUAN F. RAYA, P.E. No. C 68510 uj r^ CITY ENGINEER > XP:J°/30/2023 RCE No. 68510 SENSOR SCHEDULE (BIU9*) BIU DX ASSIGNMENT OPERATION DET DX 1 1 —S-02 TRIP LINE 1 (33) 2 2—S-02 TRIP LINE 2 (34) 3 3—S-02 TRIP LINE 3 (35) 4 — 5 — 6 — 7 — 8 — 9 1 —N-06 TRIP LINE 1 (39) 10 2—N-06 TRIP LINE 2 (40) 11 3—N-06 TRIP LINE 3 (41) 12 — 13 — 14 — 15 — 16 — * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER ❑1 RS EXISTING TRAFFIC CONTROLLER ASSEMBLY TO CITY YARD. FURNISH AND INSTALL NEW 2070 ATC CONTROLLER UNIT AND APPROVED ATC FIRMWARE. CONFIGURE INTERSECTION FOR THE INTENDED OPERATION. SEE SPECIAL PROVISIONS ❑2 ES EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. �3 FURNISH AND INSTALL RACK —MOUNT VIDEO DETECTION SYSTEM (VDS) INSIDE EXISTING CONTROLLER CABINET. INSTALL VANTAGE EDGE2 VIDEO PROCESSORS, EDGECONNECT (COMMUNICATION MODULE), SDLC COMMUNICATION MODULE, LED MONITOR (RACK MOUNTED PULL OUT DRAWER) AND PATCH CABLES COMPLETE. REMOVE ALL UNUSED DLC CABLES AS NECESSARY. ® FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID VIDEO DETECTION CAMERA RADAR HID AND MOUNTING HARDWARE ON SIGNAL MAST ARM PER CALTRANS STD. PLAN ES-7R AND IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE VIDEO DETECTION CABLE FROM CAMERA ASSEMBLY TO THE CONTROLLER CABINET COMPLETE, NO SPLICES ALLOWED. DETECTION ZONES SHALL BE CONFIGURED FOR ADVANCED DILEMMA ZONE DETECTION. RS EXISTING VIDEO DETECTION CAMERA ASSEMBLY, MOUNTING, AND CABLE(S) FROM MAST ARM/LUMINAIRE MAST ARM COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. © RS EXISTING VIDEO DETECTION CABLES FROM EXISTING CONDUIT. FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 GAUGE 3—WIRE POWER CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. 14 REMOVE EXISTING HPS LUMINAIRE COBRAHEAD AND REPLACE WITH NEW LED LEOTEK MODEL NO. GCM2-40H—MV—NW-3R—GY-950—PCR7 SENSOR SCHEDULE (BIU10*) BIIX ASSIGNMENT OPERATION DET DX 1 1 —E-04 TRIP LINE 1 (49) 2 2—E-04 TRIP LINE 2 (50) 3 3—E-04 TRIP LINE 3 (51) 4 — 5 — 6 — 7 — 8 — 9 1 —W-08 TRIP LINE 1 (55) 10 2—W-08 TRIP LINE 2 (56) 11 3—W-08 TRIP LINE 3 (57) 12 — 13 — 14 — 15 — 16 — 0 11 cV J U (n * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER 20 0 20 40 60 PLAN CHECKED BY SCALE: 1"=20' I FAx TRAFFIC SIGNAL MOD (76 TELEPHONE (760) 342 - 6590 JEFFERSO/V STREETS VARN,5RROAD 760 391-4017 1NTERSECT/O/V #06 i ! DATE: 6/1 55/2022 100 CIVIC CENTER MALL, INDIO, CA 92201 SITE ADDRESS www.indio.org SEC. T. S., R. E., S.B.B. & M. APN. I.P. No. SHEET No, 7 OF 16 SHEETS CITY FILE No, Q 0 J a_ CONDUCTOR SCHEDULE A.W.G. CABLE TYPE RUNS AAA®DADA J a J 12 U U 3 0o U- POLEQA POLE© -_-_-_- 2 - 2 -_ POLE© POLE DO POLE EO --_-__ POLE F - TOTAL CABLES 12 3 1 1 1_ 2_ 2 2 5 2 #6 SIGNAL SERVICE - - - - - - - 2 #10 BARE GROUND 1 - 1 1 1 1 1 1 #1 0 LUMINAIRE 2 - 2 2 2 2 2 2 DLC 02 2 - 2 2 - 06 - 2 2 2 - - 2 - TOTAL 2 2 2 2 - 2 4 - BELDEN 8281 COAXIAL CABLE 1(N) 2(N) 1(N) - 3(N) - 16-3 SJT POWER CABLE - - 1(N) 2(N) 1(N) - 3(N) - EMERGENCY PRE-EMPTION - - - 1 2 - 3 - SIC (6PR#19) - - - - 1 - CONDUIT SIZE 3" 2" 3" 4" 2" 3" 2-3H.5 PERCENT FILL 9% 5% 10% 7% 27% 14% 21% A ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. (N) NEW TRAFFIC SIGNAL CONSTRUCTION NOTES ❑1 RS EXISTING TRAFFIC CONTROLLER ASSEMBLY TO CITY YARD. FURNISH AND INSTALL NEW 2070 ATC CONTROLLER UNIT AND APPROVED ATC FIRMWARE. CONFIGURE INTERSECTION FOR THE INTENDED OPERATION. SEE SPECIAL PROVISIONS RS EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. �3 FURNISH AND INSTALL RACK -MOUNT VIDEO DETECTION SYSTEM (VDS) INSIDE EXISTING CONTROLLER CABINET. INSTALL VANTAGE EDGE2 VIDEO PROCESSORS, EDGECONNECT (COMMUNICATION MODULE), SDLC COMMUNICATION MODULE, LED MONITOR (RACK MOUNTED PULL OUT DRAWER) AND PATCH CABLES COMPLETE. REMOVE ALL UNUSED DLC CABLES AS NECESSARY. ® FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID VIDEO DETECTION CAMERA RADAR HD AND MOUNTING HARDWARE ON LUMINAIRE MAST ARM PER CALTRANS STD. PLAN ES-7R AND IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE VIDEO DETECTION CABLE FROM CAMERA ASSEMBLY TO THE CONTROLLER CABINET COMPLETE, NO SPLICES ALLOWED. DETECTION ZONES SHALL BE CONFIGURED FOR ADVANCED DILEMMA ZONE DETECTION. ❑5 RS EXISTING VIDEO DETECTION CAMERA ASSEMBLY, MOUNTING, AND CABLE(S) FROM MAST ARM/LUMINAIRE MAST ARM COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. 16' 20' INDIO BLVD (POSTED SPEED LIMIT: 50 MPH) ho WE XLXN =3 1ll11;f*lf4 EL\\\ "41 \►��� Exist R9-3 R9-3a 1 01 _ 02 /_LJ -J pb AB - - - - - CITY OF INDIO Exist 2"C, C RC 2-DLC 21 it Exist 2"C, TRIP LINE 4 385' TO ILL Exist 2 C, Exist 2 C, RC 2-DLC RC 2-DLC RC 2-DLC TRIP LINE 3 TRIP LINE 2 TRIP LINE 1 345' TO 305' TO 140' TO ILL ILL ILL NOTES 1. SEE SHEET 1 FOR GENERAL NOTES AND LEGEND. 2. THIS PLAN MAKES REFERENCE TO 2007 AS -BUILT DWG. NO TS-2 R T DIAL TOLL FREE j 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONTRACTOR: INSPECTOR: DATE COMPLETED: AS BUILT COMP. DATE: CONSTRUCTION RECORD BENCHMARK: BY IDATEI ENGINEER BASIS OF BEARING PHASE DIAGRAM GROUP A GROUP B z 0 LA NOT USED PHASE 1 PHASE 2 PHASE 3 PHASE 4 N CD z_ � NOT USED NOT USED �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o. TS2003 APP'D DATE SCALE 1 "=20' DESIGNER'S SEAL © RS EXISTING VIDEO DETECTION CABLES FROM EXISTING CONDUIT. FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 GAUGE 3-WIRE POWER CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. RS EXISTING VEHICLE LOOP DETECTOR EQUIPMENT FROM CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. RC EXISTING PULL BOX AND FURNISH AND INSTALL NEW #6 PULL BOX. PROTECT IN PLACE EXISTING 45 DEGREE SWEEPS, RECONSTRUCT SIDEWALK OR SURFACE TO MATCH EXISTING. 12 RS EXISTING VIDEO DETECTION CABLES AND RC DETECTOR LOOP CABLES (DLC) FROM EXISTING CONDUIT. FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 GAUGE 3-WIRE POWER CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. 14 REMOVE EXISTING HPS LUMINAIRE COBRAHEAD AND REPLACE WITH NEW LED LEOTEK MODEL NO. GCM2-40H-MV-NW-3R-GY-950-PCR7 0G Exist D1-2 "DILLON Rd" © "AVENUE 48" POLE SCHEDULE POLE DATA SIGNAL LED LUM SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION IISNS No TYPE HEIGHT MA MA WATTS POLE MA PED PHASE ARROW A B AA 15TS 30 - 12 (N)121 SV-2-TA - SP-1-T - - EXIST EXIST - © 2-(N)121 TUBULAR SIGNAL BRIDGE SIGNAL POLE © 15TS 30' - 12' (N)121 SV-2-TA - - - - EXIST EXIST - QD 1-A 10' - - - TV- 1-T - - - - EXIST EXIST - QE PBA POST 4'7" - - - - - - 02 EXIST EXIST - QF PBA POST 4'7" - - - - - - 02 EXIST EXIST - • ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN UNLESS OTHERWISE NOTED (N) NEW EQUIPMENT I 2 RC 2-DLC /CI - - 06 TRIP LINE 1 140' TO ILL 5 6' X 25' 4 6J466J2L 12' 4 I R9-3 R9-3a 6' X 5' \ 06 6J2U 12' \ 6' X 50' 063 12 1 I9U 12' 7� 1I1U \v L01 I Exist R73-5(CA) 12' n — < � Y ' �- � 6' X 50' J I I \ 05 Exist "U-TURN ONLY" `_f 14' 04 \ \ \ 14 Exist 02J R73-6( A) ��r� \\ 4 26' DETAIL "A" 04+OLA< p 02 5 � 6 \ Exist R9-3 ti .t 02 TA-Z- 1 �� J LJ_J v 02P © CITY OF COACHELLA _ v Exist D1-2 G O "DILLON Rd" AVENUE 48 12 8 Exist 240 SERVICE Exist 2"C, 1-SIC l% TO DILLON ROAD Approx 580' CL TO CL DESIGNED BY OCTAVIO HERNANDEZ ENGINEER'S NAME R.C.E. No. 78085 NAME OF FIRM MICHAEL BAKER INTERNATIONAL FIRM ADDRESS3536 CONCOURS ST, SUITE 100 ONTARIO, CA 91764 TELEPHONE # (909) 974-4900 FAX # Exist R9 _ / 04 R9- a 6 5 04+OLA h rO � Ex i s t 332 CABINET WITH BIBS \_ DETAIL "A" Exist 2"C, 1-SIC / ,`Q�Q Exist 2"C, 1-SIC APPROVER'S SEAL APPROVED BY DATE03/04/2022 QROFESS/ON v z JUAN F. RAYA, P.E. No. C 68510 uj r^ CITY ENGINEER �XP:J°/30/2023 RCE No. 68510 TRIP LINE 2 TRIP LINE 3 305' TO 345' TO ILL ILL 2-DLC 2 RC 2-DLC ] -2 TRIP LINE 4 385' TO ILL 2-DLC AB pb J 2 LOOPS SENSOR SCHEDULE (BIU9*) BIU DX ASSIGNMENT OPERATION DET DX 1 1 -N-02 TRIP LINE 1 (33) 2 2-N-02 TRIP LINE 2 (34) 3 3-N-02 TRIP LINE 3 (35) 4 4-N-02 TRIP LINE 4 (36) 5 - 6 - 7 - 8 - 9 1 -S-06 TRIP LINE 1 (39) 10 2-S-06 TRIP LINE 2 (40) 11 3-S-06 TRIP LINE 3 (41) 12 4-S-06 TRIP LINE 4 (42) 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER SENSOR SCHEDULE (BIU10*) BIU DX ASSIGNMENT OPERATION DET DX 1 1 -W-04 TRIP LINE 1 (49) 2 2-W-04 TRIP LINE 2 (50) 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER SCALE: 1 "=20' 20 0 20 40 60 PLAN CHECKED BY SCALE: 1"=20' TRAFFIC SIGNAL MOD TELEPHONE FAX (760) 391-4017 (760) 342 - 6590 IN, BL I/D / 0 A I/ENUE49 /NTE�4SECT/ON,.2 i ! DATE: 6/1 55/2022 100 CIVIC CENTER MALL, INDIO, CA 92201 SITE ADDRESS www.indio.org SEC. , T. S., R. E., S.B.B. & M. APN. I.P. No. SHEET No, 8 OF 16 SHEETS CITY FILE No, Q 0 J a_ A CONDUCTOR SCHEDULE A.W.G. RUNS 000®0©0® CABLE TYPE m POLE —_—_—_22—_222222 POLE © 1 1 1 1 1 1 - X X 1 1 1 1 12 W p Q POLE© -_ 1 1 1 1 o POLE DO 0 POLE 3 o POLE i'J -_ _ _ _ _2_2_200 z POLE TOTAL CABLES 12 3 1 1 2 2 2 3 2 2 1 4 3 8 6 8 6 #10 LUMINAIRE - 2 2 2 2 2 2 4 #12 I.I.S.N.S. - 2 2 2 2 2 2 4 BELDEN 8281 COAXIAL CABLE - 1 1 1(N) - 1 2 2 16-3 SJT POWER CABLE - 1 1 1(N) - 1 2 2 EMERGENCY PRE-EMPTION - 1 1 1 — 2 4 4 CONDUIT SIZE 3" 3" 3" 3" 2" 2-3" 2-3" 2-3" PERCENT FILL 5% 116% 17% 16% 7% 114%128%129%1 A ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. (N) NEW TRAFFIC SIGNAL CONSTRUCTION NOTES: ❑1 RS EXISTING TRAFFIC CONTROLLER ASSEMBLY TO CITY YARD. FURNISH AND INSTALL NEW 2070 ATC CONTROLLER UNIT AND APPROVED ATC FIRMWARE. CONFIGURE INTERSECTION FOR THE INTENDED OPERATION. SEE SPECIAL PROVISIONS ❑2 RS EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. �3 FURNISH AND INSTALL RACK —MOUNT VIDEO DETECTION SYSTEM (VDS) INSIDE EXISTING CONTROLLER CABINET. INSTALL VANTAGE EDGE2 VIDEO PROCESSORS, EDGECONNECT (COMMUNICATION MODULE), SDLC COMMUNICATION MODULE, LED MONITOR (RACK MOUNTED PULL OUT DRAWER) AND PATCH CABLES COMPLETE. REMOVE ALL UNUSED DLC CABLES AS NECESSARY. ® FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID VIDEO DETECTION CAMERA (RADAR/HD) AND MOUNTING HARDWARE ON SIGNAL MAST ARM PER CALTRANS STD. PLAN ES-7R AND IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE VIDEO DETECTION CABLE FROM CAMERA ASSEMBLY TO THE CONTROLLER CABINET COMPLETE, NO SPLICES ALLOWED. DETECTION ZONES SHALL BE CONFIGURED FOR ADVANCED DILEMMA ZONE DETECTION. ❑5 IRSI EXISTING VIDEO DETECTION CAMERA ASSEMBLY, MOUNTING, AND CABLE(S) FROM MAST ARM/LUMINAIRE MAST ARM COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. © RS EXISTING VIDEO DETECTION CABLES FROM EXISTING CONDUIT. FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 GAUGE 3—WIRE POWER CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. 13 FURNISH AND INSTALL NEW STRAIGHT ARM FOR IISNS PER CITY OF INDIO STANDARD PLAN NO. 212. RELOCATE EXISTING IISNS FROM SIGNAL MAST ARM TO STRAIGHT ARM AND SPLICE POWER CABLES AS NECESSARY FOR A FULLY FUNCTIONAL TRAFFIC SIGNAL. 14 REMOVE EXISTING HPS LUMINAIRE COBRAHEAD AND REPLACE WITH NEW LED LEOTEK MODEL NO. GCM2-40H—MV—NW-3R—GY-950—PCR7 NOTES: 1. SEE SHEET 1 FOR GENERAL NOTES AND LEGEND. 2. THIS PLAN MAKES REFERENCE TO 2013 AS -BUILT. D I R T SUN CITY BLVD (POSTED SPEED LIMB: 25 MPH) 20' 12'(4I6U)F JEFFERSON STREET (POSTED SPEED LIMB: 45 MPH) iM�_ N-�641) Exist R61-9(CA) rj { 03 v DETAIL "A" DETAIL "A" Exist R73-2(CA) r,�Exist 240 SERVICE Exist 332 CABINET WITH BBS x, !4 -I Y I J I I Exist R10-7 Exist R9-3 14' 10' ' POLE SCHEDULE POLE DATA SIGNAL LED LUM SIGNAL MOUNTING PIED PUSH BUTTON POLE LOCATION IISNS No TYPE HEIGHT MA MA WATTS POLE MA PIED PHASE ARROW A B AO 26-4-80 30' 45 15' (N)121 SV-2-TA 2-MAS SP-2-T6 EXIST EXIST (RL) SUN CITY BLVD © 1-A 10' - - - TV- 1-T - SP-1-T 04 EXIST EXIST - © 19-2-80 30' 30' 15' (N)121 SV-1-T MAS SP-1-T 02 EXIST EXIST JEFFERSON AVE QD PBA POST 4"-7" - - - - - - 02 EXIST EXIST - QE 26-4-80 30' 45' 15' (N)121 SV-2-TA 2-MAS SP-1-T - - EXIST EXIST (RL) SUN CITY BLVD FF 19-2-80 30' 30' 15' (N)121 SV-2-TA MAS SP-1-T - - EXIST EXIST JEFFERSON AVE © PBA POST 4'-7" - - - - - - 06 EXIST EXIST - • ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN UNLESS OTHERWISE NOTED (RL) RELOCATE EQUIPMENT (N) NEW EQUIPMENT PHASE DIAGRAM GROUP A GROUP B z_ D' PHASE 1 PHASE 2 PHASE 3 PHASE 4 N CD _z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lu DX ASSIGNMENT OPERATION DET DX 1 1 —S-02 TRIP LINE 1 (33) 2 2—S-02 TRIP LINE 2 (34) 3 3—S-02 TRIP LINE 3 (35) 4 — 5 — 6 — 7 — 8 — 9 1 —N-06 TRIP LINE 1 (39) 10 2—N-06 TRIP LINE 2 (40) 11 3-N-06 TRIP LINE 3 (41) 12 - 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER DIAL TOLL FREE o_ j3—S—�2 35) 20 0 20 40 60 1-800-227-2600 '� � AT LEAST TWO DAYS BEFORE YOU DIG PLAN CHECKED BY SCALE: 1"=20' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA J D_ CONTRACTOR: DRAWN BY DESIGNER'S SEAL DESIGNED BY APPROVER'S SEAL APPROVED BY I.P. No. A.D.S OCTAVIO HERNANDEZ DATE03/04/2022 INSPECTOR: PREPARED FOR I� Nq� ENGINEER'S NAME Oe F oN9� FAx TRAFFIC SIGNAL MOD SHEET NO, pE ESSlO R0F ESS/ �..t�/ CITY OF INDIO ��� P�\0 HERN9yFyc �r P� TELEPHONE (760) 342 - 6590 ,/'67 67 O/V STi4EET� SUN CITY, I/O 9 DATE COMPLETED: _ ~ ti R.C.E. No. 78085 J (60) 391-4017 //1/TE7 E7CT/O/V#OB r, � � � v � JUAN F. RAYA, P.E. PROJECT No. a No. C 68510 m AS BUILT COMP. DATE: NAME OF FIRM MICHAEL BAKER INTERNATIONAL � CITY ENGINEER OF 16 SHEETS TS2003 * C * > XP:J°/30/2023 BY DATE FIRM ADDRESS3536 CONCOURS ST, SUITE 100 � RCE No. 68510 � ! CITY FILE No, CONSTRUCTION RECORD ENGINEER R E V I S 10 N S APP'D DATE SCALE ,q V �� ONTARIO, CA 91764 sl CIVIL �Q SITE ADDRESS l qTF OF CA` �� DATE: 6/1 5/2022 100 CIVIC CENTER MALL, INDIO, CA 92201 BENCHMARK: BASIS of BEARING 1 "=20' F C [TELEPHONE # (909) 974-4900 FAX # \� www.indio.org SEC. T. S., R. E., S.B.B. & M. APN. A CONDUCTOR SCHEDULE A.W.G. OR CABLE TYPE RUNS 000®0©0® � C 12 o H M Uj zo -j U U � 3 Z CO) POLE POLE POLE POLE® POLE 50 -_-_-_-- 1 1 1 1 1 1 1 1 POLE © POLE 70 POLE ® _ _ _ _ - POLE 90 -_-_-_---- - - X, TOTAL CABLES 12 3 1 1 2 2 1 1 4 4 1 1 2 2 3 3 8 8 #1 0 LUMINAIRE 2 2 - 2 2 2 2 - #1 2 I.I.S.N.S. - 2 - 2 2 2 2 - BELDEN 8281 COAXIAL CABLE - 1 - 2 1 1 2 4 16-3 SJT POWER CABLE - 1 - 2 1 1 2 4 EMERGENCY PRE-EMPTION - 1 - 2 1 1 2 4 WIRELESS ANTENNA CABLE - - - - - - 1 1 CONDUIT SIZE 3" 3" 3" 4" 3" 3" 4" 2-4" PERCENT FILL 1 6% 16% 5% 17% 1 1 % 116% A ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. TRIP LINE 3 TRIP LINE 2 345' TO 305' TO X-WALK X-WALK PHASE DIAGRAM GROUP A GROUP B CD PHASE 1 PHASE 2 PHASE 3 PHASE 4 N z IY } I f--y PHASE 5 PHASE 6 PHASE 7 PHASE 8 NOTES: 1. SEE SHEET 1 FOR GENERAL NOTES AND LEGEND. 2. THIS PLAN MAKES REFERENCE TO 2007 AS -BUILT FILE NO D1730. D I R T DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA pe) - Z J J_ Q �� X cV ZI.—J J_ Q U-) 3: CLO Of X ZLLI O J J.. Q CLO �� x Exist 240 SERVICE /� TRIP LINE 1 �� 140' TO � X-WALK Exist 2"C, 3#6 Exist 332 CABINET WITH BBS Exist 2"C, 2-12PR#19 SIC Exist 2"C,12PR#19 SIC Exist 2"C,12PR#19 SIC Exist 2"C,12PR#19 SIC Exist 2"C,12PR#19 SIC - TO JACKSON ST. & SHOWCASE PKWY Approx 600' CL TO CL 08P 08 JACKSON STREET (POSTED SPEED LIMIT: 45 MPH) '* POLE SCHEDULE POLE DATA SIGNAL LED LUM SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION I I S N S No TYPE HEIGHT MA MA WATTS POLE MA PED PHASE ARROW A B 10 61-5-100 30' 60' 15' (N)121 SV-1-T 3-MAS SP-1-T 06 EXIST EXIST Jackson St 02 1-A 10' - - - TV-2-T - SP-1-T 08 EXIST EXIST - 33 29-5-100 30 55 15 (N)121 SV-1-T 3-MAS SP-1-T 08 EXIST EXIST Avenue 42 ® 15TS 30' - 15' (N)121 SV-2-TA - SP-1-T 02 EXIST EXIST - 55 29-5-100 30 55 15 (N)121 SV-1-T 3-MAS SP-1-T 02 EXIST EXIST Jackson St © 15TS 30' - 15' (N)121 SV-2-TA - SP-1-T 04 EXIST EXIST - 07 61-5-100 30' 60' 15' (N)121 SV-1-T 3-MAS SP-1-T - - EXIST EXIST Avenue 42 ® PBA POST 4'-7" - - - TV-2-T - SP-1-T 04 EXIST EXIST - 09 1-A 10' - - - - - - 06 EXIST EXIST - • ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN UNLESS OTHERWISE NOTED (N) NEW EQUIPMENT Exist 2"C, 12PR#19 SIC 04 LLI ZO J J. 3 X Of ZLLI O J J. 3 CL I- X �� Ch TRAFFIC SIGNAL CONSTRUCTION NOTES: ❑1 RS EXISTING TRAFFIC CONTROLLER ASSEMBLY TO CITY YARD. FURNISH AND INSTALL NEW 2070 ATC CONTROLLER UNIT AND APPROVED ATC FIRMWARE. CONFIGURE AVENUE 42 INTERSECTION FOR THE INTENDED OPERATION. SEE SPECIAL PROVISIONS. (POSTED SPEED LIMIT: 45 MPH) RS EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT TRIP LINE 1 TRIP LINE 2 TRIP LINE 3 SHALL BE DELIVERED TO LOCAL CITY YARD. 140' TO 45' 305' TO ' 345TO X-WALK X-WALK �3 FURNISH AND INSTALL RACK -MOUNT VIDEO DETECTION SYSTEM (VDS) INSIDE EXISTING CONTROLLER CABINET. INSTALL VANTAGE EDGE2 VIDEO PROCESSORS, EDGECONNECT (COMMUNICATION MODULE), SDLC COMMUNICATION MODULE, LED MONITOR (RACK MOUNTED 10' PULL OUT DRAWER) AND PATCH CABLES COMPLETE. REMOVE ALL UNUSED DLC CABLES AS NECESSARY. 10' to r- 14 REMOVE EXISTING HPS LUMINAIRE COBRAHEAD AND _ 00 REPLACE WITH NEW LED LEOTEK MODEL NO. If S GCM2-40H-MV-NW-3R-GY-950-PCR7 11, N \ (3I5L) 10' (3I5U) 10' - 11' 11' - - - - Exist 2"C, 12PR#19 SIC TO AVENUE 42 & INDIO TOWNE CENTER DRIVEWAY Approx 1100' CL TO CL Exist 2"C, 12PR#19 SIC Exist 2"C, 12PR#19 SIC Exist 2"C, 12PR#19 SIC SENSOR SCHEDULE (BIU9*) BIU DX ASSIGNMENT OPERATION DIET DX 1 1 -S-02 TRIP LINE 1 (33) 2 2-S-02 TRIP LINE 2 (34) 3 3-S-02 TRIP LINE 3 (35) 4 - 5 - 6 - 7 - 8 - 9 1 -N-06 TRIP LINE 1 (39) 10 2-N-06 TRIP LINE 2 (40) 11 3-N-06 TRIP LINE 3 (41) 12 - 13 - 14 - 15 - 16 - *NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER SENSOR SCHEDULE (BIU10*) IDX ASSIGNMENT OPERATION DIET DX 1 1 -W-04 TRIP LINE 1 (49) 2 2-W-04 TRIP LINE 2 (50) 3 3-W-04 TRIP LINE 3 (51) 4 - 5 - 6 - 7 - 8 - 9 1 -E-08 TRIP LINE 1 (55) 10 2-E-08 TRIP LINE 2 (56) 11 3-E-08 TRIP LINE 3 (57) 12 - 13 - 14 - 15 - 16 - *NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER 0 N _j J Q U N 20 0 20 40 60 SCALE: 1"=20' CONTRACTOR: DRAWN BY DESIGNER'S SEAL DESIGNED BY APPROVER'S SEAL APPROVED BY I.P. No. INSPECTOR: A.D.S pEESSlO OCTAVIO HERNANDEZ DATE03/04/2022 ROFESS/ TRAFFIC SIGNAL MOD PREPARED FOR Q'0 Nq� ENGINEER'S NAME Q �Nq FAX SHEET No, CITY OF INDIO �aHERN9yFyc TELEPHONE (760) 342 -6590 J,gC/�SONSTREETC� A I/ENUE�2 DATE COMPLETED: _ 't p ,L (60) 391-4017 /O ti R.C.E. No. 78085 //VTERSECT/O/V#09 o � � v JUAN F. RAYA, P.E. PROJECT No. U No. C 68510 m AS BUILT COMP. DATE: NAME OF FIRM MICHAEL BAKER INTERNATIONAL � CITY ENGINEER OF 6 SHEETS TS2003 * C * �XP:J°/30/2023 BY DATE FIRM ADDRESS3536 CONCOURS ST, SUITE 100 RCE No. 68510 ! CITY FILE No, CONSTRUCTION RECORD ENGINEER1 R E V I S 10 N S APP'D DATE SCALE ,q V ONTARIO, CA 91764 sl CIV1L �Q SITE ADDRESS BENCHMARK: BASIS of BEARING l qTF OF CA` �� DATE: 6/1 5/2022 100 CIVIC CENTER MALL, INDIO, CA 92201 1 "=20' F C TELEPHONE # (909) 974-4900 FAX # \� I www.indio.org SEC. T. S., R. E., S.B.B. & M. APN. ♦ CONDUCTOR SCHEDULE A.W.G. RUNS 000®0©0 CABLE TYPE m POLEQA —_ 1 1———————— 1 1 12 POLE©-1— POLE p m o < POLE DO o POLE EQ ———_—_—-2 1 2 1 2 1 U 3 z POLE FQ _ — — — — — 1 1 1 1 00 POLE© ———————_—_—— 1 1 TOTAL CABLES 12 3 1— 2 1 1— 1 1 3 2 4 3 7 5 #8 BARE COPPER 1 1 1 1 1 1 1 #10 COMMON 1 1 1 1 1 1 — #1 0 LUMINAIRE 2 2 2 2 2 2 — #1 2 I.I.S. N.S. 2 2 2 2 2 2 — #1 2 MICROWAVE — — 2 2 BELDEN 8281 COAXIAL CABLE — 1 1(N) 1(N) 2(N) 3(N) 1 16-3 SJT POWER CABLE — 1 1(N) 1(N) 2(N) 3(N) 1 EMERGENCY PRE—EMPTION — 1 1 1 2 3 4 CONDUIT SIZE 3" 4" 4" 4" 4" 4" 2-3" PERCENT FILL 7% 9% 6X 7X 14X 20X 25X ♦ ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED (N) NEW O TRAFFIC SIGNAL CONSTRUCTION NOTES: ❑1 RS EXISTING TRAFFIC CONTROLLER ASSEMBLY TO CITY YARD. FURNISH AND INSTALL NEW 2070 ATC CONTROLLER UNIT AND APPROVED ATC FIRMWARE. CONFIGURE INTERSECTION FOR THE INTENDED OPERATION. SEE SPECIAL PROVISIONS ❑ 2 RS EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. �3 FURNISH AND INSTALL RACK —MOUNT VIDEO DETECTION SYSTEM (VDS) INSIDE EXISTING CONTROLLER CABINET. INSTALL VANTAGE EDGE2 VIDEO PROCESSORS, EDGECONNECT (COMMUNICATION MODULE), SDLC COMMUNICATION MODULE, LED MONITOR (RACK MOUNTED PULL OUT DRAWER) AND PATCH CABLES COMPLETE. REMOVE ALL UNUSED DLC CABLES AS NECESSARY. ® FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID VIDEO DETECTION CAMERA (RADAR/HD) AND MOUNTING HARDWARE ON SIGNAL MAST ARM PER CALTRANS STD. PLAN ES-7R AND IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE VIDEO DETECTION CABLE FROM CAMERA ASSEMBLY TO THE CONTROLLER CABINET COMPLETE, NO SPLICES ALLOWED. DETECTION ZONES SHALL BE CONFIGURED FOR ADVANCED DILEMMA ZONE DETECTION. ❑5 RS EXISTING VIDEO DETECTION CAMERA ASSEMBLY, MOUNTING, AND CABLE(S) FROM MAST ARM/LUMINAIRE MAST ARM COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. © RS EXISTING VIDEO DETECTION CABLES FROM EXISTING CONDUIT. FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 GAUGE 3—WIRE POWER CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. FRED WARING DRIVE (POSTED SPEED LIMIT: 50 MPH) pb Exist 2"C, RC1-DLC TRIP LINE 4 385' TO X-WALK NOTES: 1. SEE SHEET 1 FOR GENERAL NOTES AND LEGEND. 2. THIS PLAN MAKES REFERENCE TO 2005 AS -BUILT FILE NO D1601 DIClL-ERT fill DIAL- TOLL FREE j 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONTRACTOR: INSPECTOR: DATE COMPLETED: AS BUILT COMP. DATE: CONSTRUCTION RECORD BENCHMARK: BY JDATE1 ENGINEER BASIS OF BEARING 90PS REVISIONS Exist 2"C, Exist 2"C, RC1-DLC RC1-DLC TRIP LINE 3 TRIP LINE 2 TRIP LINE 1 345' TO 305' TO 140' TO X-WALK X-WALK X-WALK ❑Z RS EXISTING VEHICLE LOOP DETECTOR EQUIPMENT FROM CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. 12 RS EXISTING VIDEO DETECTION CABLES AND RC DETECTOR LOOP CABLES (DLC) FROM EXISTING CONDUIT. FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 GAUGE 3—WIRE POWER CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. 14 REMOVE EXISTING HIPS LUMINAIRE COBRAHEAD AND REPLACE WITH NEW LED LEOTEK MODEL NO. GCM2-40H—MV—NW-3R—GY-950—PCR7 Exist 2"C, 6#12 ST— TO AUTUMN LAB Approx 1330' CL TO C w Exist 2"C J o 6#12 SIC � X , w ZO J J.. < X w� Exist 2"C, 6#12 SIC Exist 240 SERVICE Exist 2"C, 2#10(LTG),2#12(IISNS)� Exist 2"C, 2#6(SIGNAL)--,_ Exist 332 CABINET WITH BBS 5J1U 6' X 50' 2I2L Exist 2 C, ©1-DLC UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. DRAWN BY A.D.S PREPARED FOR CITY OF INDIO PROJECT No. TS2003 APP'D DATE SCALE 1 "=20' 12 7 6 03Pj_'j_ 06P K` _tea 04 11 L06 5 I I 1 14 I R 06 r > 06 �4S 1 2I2L 2I3U 12' DESIGNER'S SEAL DESIGNED BY pEESS1pN OCTAVIO HERNANDEZ ENGINEER'S NAME 9 o R.C.E. No. 78085 J NAME OF FIRM MICHAEL BAKER INTERNATIONAL * C * FIRM ADDRESS3536 CONCOURS ST, SUITE 100 -4r V �� ONTARIO, CA 91764 FC TELEPHONE # (909) 974-4900 FAX # 4' 11 10' 11' 3I5U 0 U) x co MADISON STREET (POSTED SPEED LIMIT: 40 MPH) 11' 5' 4 Exist R9-3 -C R9-3bP(L) POLE SCHEDULE POLE DATA SIGNAL LED LUM SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION IISNS No TYPE HEIGHT MA MA WATTS POLE MA PED PHASE ARROW A B AQ 19-3-80 30' 30' 15' (N)121 SV-1—T MAS — 06 EXIST EXIST Fred Waring Dr © 1 1—A 10' — — — TV-2—T — SP-1—T — — EXIST EXIST — © 29-5-80 30' 50' 15' (N)121 SV-2—TA 3—MAS — — — EXIST EXIST Madison St Do 1-A 7' - - - - - TP-1-T 02 EXIST EXIST - Eo 24-4-80 30' 35' 15' (N)121 SV-3-TA MAS-413 SP-2-T 03 EXIST EXIST Fred Waring Dr Q 29-5-80 30' 50' 15' (N)121 SV-1—T 3—MAS SP-1—T 03 EXIST EXIST Madison St @ 1—A 10' — — — TV— 1—T — SP-1—T 06 EXIST EXIST — t- • ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN UNLESS OTHERWISE NOTED (N) NEW EQUIPMENT TRIP LINE 1 140' TO 1 RC1-DLC LL LJ O Exist 2"C, 04 z ,© RC 1- 7;7 - i- j06 06P �- 6' X 6' ® 6J4U 6' M co 7 6J3U 6J2L 6J2U 05 ^ 6 } 1I1U 6' X 50 I 02 1 � � I 4 1 I 02 14 1 - DETAIL "A" �� �� Exist R9-3 DETAIS A � �3� R9-3bP(R) 12' 11' 03 — 6' - 02 '- D2P O 3 6 (4I6U) PHASE DIAGRAM GROUP A GROUP B 0 I --Dow- PHASE 1 PHASE 2 PHASE 3 PHASE 4 N_ C� z NOT USED NOT USED PHASE 5 PHASE 6 PHASE 7 PHASE 8 APPROVER'S SEAL APPROVED BY DATE03/04/2022 QROFESS/ ON v z JUAN F. RAYA, P.E. U-iU No. C 68510 m CITY ENGINEER �XP:J°/30/2023 RCE No. 68510 41 CIVIL SENSOR SCHEDULE (BIU9*) BIIX ASSIGNMENT OPERATION DIET DX 1 1 —W-02 TRIP LINE 1 (33) 2 2—W-02 TRIP LINE 2 (34) 3 3—W-02 TRIP LINE 3 (35) 4 4—W-02 TRIP LINE 4 (36) 5 — 6 — 7 — 8 — 9 1 —E-06 TRIP LINE 1 (39) 10 2—E-06 TRIP LINE 2 (40) 11 3—E-06 TRIP LINE 3 (41) 12 4—E-06 TRIP LINE 4 (42) 13 — 14 — 15 — 16 — * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER TRIP LINE 2 TRIP LINE 3 TRIP LINE 4 305' TO 345' TO 385' TO LL LL LL Exist 2"C, Exist 2"C, RC1-DLC 1-DLC RC • 3 LOOPS SENSOR SCHEDULE (BIU10*) IpIX ASSIGNMENT OPERATION DIET DX 1 1 —N-03 TRIP LINE 1 (49) 2 2—N-03 TRIP LINE 2 (50) 3 — 4 — 5 — 6 — 7 — 8 — 9 — 10 — 11 — 12 — 13 — 14 — 15 — 16 — * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER 20 0 20 40 60 PLAN CHECKED BY SCALE: 1"=20' FAx TRAFFIC SIGNAL MOD TELEPHONE (760) 342 - 6590 �,q0/SO/V STi4 -ETLO FRiE7 l/ ARING ORIViF (760) 391-4017 //VTERSECT/O/V#/D i ! DATE: 6/1 55/2022 100 CIVIC CENTER MALL, INDIO, CA 92201 SITE ADDRESS www.indio.org SEC. T. S., R. E., S.B.B. & M. APN. I.P. No. SHEET No, OF 16 SHEETS CITY FILE No, • CONDUCTOR SCHEDULE A.W.G. RUNS 0 & A3 A ©A ® 9 CABLE TYPE POLE01 POLE 12 p POLE o POLE® p mm POLE U ;5 POLE© —_—_—_—_—_ 1 1 1 1 —_— _ POLE 70 ______—_—_—_ 1 1 3 z POLE ® — — — — — X 1 1 1 1 1 1 80 POLE TOTAL CABLES 12 3 1 1 2 2 4 3 5 4 6 5 7 6 9 8 2 2 1 1 #1 0 LUMINAIRE 2 2 2 2 2 2 #1 2 I.I.S. N.S. 2 1 2 2 2 2 2 — 2 2 BELDEN 8281 COAXIAL CABLE — 1(N) 1(N) 2(N) 2(N) 3(N) 4(N) 1(N) 1(N) 16-3 SJT POWER CABLE — 1(N) 1(N) 2(N) 2(N) 3(N) 4(N) 1(N) 1(N) EMERGENCY PRE—EMPTION — 1 1 2 2 3 4 1 1 CONDUIT SIZE 2.5"13 " 3.5" 4" 2-3" 2-4" 2-4" 2.5" 2.5" PERCENT FILL 11 % 116% 19% 20% 20% 14% 17% 239E 15% A ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. (N) NEW PHASE DIAGRAM GROUP A GROUP B OLA A f 1 NOT USED PHASE 1 PHASE 2 PHASE 3 PHASE 4 N * � 0 � NOT USED z + if PHASE 5 PHASE 6 PHASE 7 PHASE 8 *=PROTECTED/PERMISSIVE AVENUE 40 (POSTED SPEED LIMIT: 45 MPH) to LO 39 M N TRIP LINE 3 345' TO X-WALK NOTES: 1. SEE SHEET 1 FOR GENERAL NOTES AND LEGEND. 2. THIS PLAN MAKES REFERENCE TO 2012 AS -BUILT DIClL-ERT DIAL TOLL FREE OR j 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONTRACTOR: INSPECTOR: DATE COMPLETED: AS BUILT COMP. DATE: CONSTRUCTION RECORD BENCHMARK: BY JDATE1 ENGINEER BASIS OF BEARING REVISIONS 12' 12' 3 TRIP LINE 2 TRIP LINE 1 305' TO 140' TO X-WALK X-WALK 6' X 50' 4I6L DRAWN BY A.D.S PREPARED FOR CITY OF INDIO PROJECT No. TS2003 APP'D DATE SCALE 1 "=20' JEFFERSON STREET (POSTED SPEED LIMIT: 40 MPH) 2—N-06(40) 1—N-06(39) 13' 10' 12' 1 16 0 to x N10 ' 6J2U oell in N x 06A co 6J41U 1I9U Ez -ar -r _ 6 2 J I -r A ' 14 `ri- �i �'`NO2P 2 DETAIL »B» �2+�5`7R _ 2V�,�,08P DETAIL"B" r 1 -" T O 08P -DETAIL "C" 4 j % L 08+OLA / =' ��� 04 C v l '6P��' 02+05 \ 6' X 25' Exist R10-12 POLE SCHEDULE POLE DATA SIGNAL LED LUM SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION I I S N S No TYPE HEIGHT MA MA WATTS POLE MA PED PHASE ARROW A B 11 16-2-100 18'-6" 20' — — SV-1—T MAS Sp— 1—T 06 EXIST EXIST Jefferson St 20 1—A 10' — — — TV— 1—T — SP-1—T 08 EXIST EXIST — 30 15TS 30' — 15' (N)121 SV-1—T — — — — EXIST EXIST — ® 16-3-100 18'-6" 15' — — SV-1—T MAS-5A SP-1—T 08 EXIST EXIST Avenue 40 50 1—A 10' — — — TV-2—T — SP-1—T 02 EXIST EXIST — © 26-4-100 30 40' 15' (N)121 SV-1—T MAS SP-1—T 02 EXIST EXIST Jefferson St 70 1—A 10' — — — TV-2—T — SP-1—T 04 EXIST EXIST — ® 16-3-100 18'-6" 15' — — SV-1—T MAS-5A SP-1—T 04 EXIST EXIST Avenue 40 90 15TS I30' — 15' (N)121 SV-2—TA — SP-1—T 06 EXIST EXIST — • ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN UNLESS OTHERWISE NOTED (N) NEW EQUIPMENT DETAIL "A" AVENUE40 (POSTED SPEED LIMIT. 50 MPH) TRIP LINE 1 TRIP LINE 2 140' TOA 305' TO X-WALK V X-WALKIv 1 1 1 08+OLA 8J7U R 5 DETAIL "A" I 6 X 25' 4 8J8U J6L 4s8 � 4 88J8 14 _ 4 _ _� 6' X 50' 4I8U � < u 6' X 25' I �8 5 �4 Exist R10-12 5 14 0 04P' \06/� - 06 � 5 6 6 6 06P ,�� i- LI�> DETAIL » C" `�� ; , " V �`� DETAIL "A" 02P LL r 7 6 ® 4 � I - 01+06�. 44P , �f 6 DESIGNER'S SEAL DESIGNED BY OCTAVIO HERNANDEZ ENGINEER'S NAME R.C.E. No. 78085 NAME OF FIRM MICHAEL BAKER INTERNATIONAL FIRM ADDRESS3536 CONCOURS ST, SUITE 100 ONTARIO, CA 91764 TELEPHONE # (909) 974-4900 FAX # 12' 12' 8J6U 10' 18' 5' Ex i s t 332 CABINET WITH BBS 8 6 Exist 2"C, 3#6 02 O Exist 2"C,4#10,4#12 N -1 Exist 240 SERVICE to WO Y �~ J J � X cV bi ZO J J- < CLO X�M o- Lio ~ J J- < �� X N ts 0 W� I DETAIL "B" TRIP LINE 3 TRIP LINE 4 345' TO 385' TO X-WALK I X-WALK 11 11 0 - 00 I& 7 N- �� PEA SENSOR SCHEDULE (BIU9*) Blu DX ASSIGNMENT OPERATION IDET DX 1 1 -S-02 TRIP LINE 1 (33) 2 2-S-02 TRIP LINE 2 (34) 3 3-S-02 TRIP LINE 3 (35) 4 - 5 - 6 - 7 - 8 - 9 1 -N-06 TRIP LINE 1 (39) 10 2-N-06 TRIP LINE 2 (40) 11 - 12 - 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER JEFFERSON STREET (POSTED SPEED LIMIT. 45 MPH) APPROVER'S SEAL APPROVED BY DATE03/04/2022 F . J No. C 68510 EXP:_9/s0/202s JUAN F. RAYA, P.E. CITY ENGINEER RCE No. 68510 DETAIL "C" TRAFFIC SIGNAL CONSTRUCTION NOTES: ❑1 RS EXISTING TRAFFIC CONTROLLER ASSEMBLY TO CITY YARD. FURNISH AND INSTALL NEW 2070 ATC CONTROLLER UNIT AND APPROVED ATC FIRMWARE. CONFIGURE INTERSECTION FOR THE INTENDED OPERATION. SEE SPECIAL PROVISIONS RS EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. �3 FURNISH AND INSTALL RACK -MOUNT VIDEO DETECTION SYSTEM (VDS) INSIDE EXISTING CONTROLLER CABINET. INSTALL VANTAGE EDGE2 VIDEO PROCESSORS, EDGECONNECT (COMMUNICATION MODULE), SDLC COMMUNICATION MODULE, LED MONITOR (RACK MOUNTED PULL OUT DRAWER) AND PATCH CABLES COMPLETE. REMOVE ALL UNUSED DLC CABLES AS NECESSARY. ® FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID VIDEO DETECTION CAMERA (RADAR/HD) AND MOUNTING HARDWARE ON SIGNAL MAST ARM PER CALTRANS STD. PLAN ES-7R AND IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE VIDEO DETECTION CABLE FROM CAMERA ASSEMBLY TO THE CONTROLLER CABINET COMPLETE, NO SPLICES ALLOWED. DETECTION ZONES SHALL BE CONFIGURED FOR ADVANCED DILEMMA ZONE DETECTION. RS EXISTING VIDEO DETECTION CAMERA ASSEMBLY, MOUNTING, AND CABLE(S) FROM MAST ARM/LUMINAIRE MAST ARM COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. © RS EXISTING VIDEO DETECTION CABLES FROM EXISTING CONDUIT. FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 GAUGE 3-WIRE POWER CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. 14 REMOVE EXISTING HPS LUMINAIRE COBRAHEAD AND REPLACE WITH NEW LED LEOTEK MODEL NO. G C M 2 - 40 H - M V - N W - 3 R - GY- 9 5 0 - P C R 7 SENSOR SCHEDULE (BIU10*) IDX ASSIGNMENT OPERATION DET DX 1 1 -W-04 TRIP LINE 1 (49) 2 2-W-04 TRIP LINE 2 (50) 3 3-W-04 TRIP LINE 3 (51) 4 - 5 - 6 - 7 - 8 - 9 1 -E-08 TRIP LINE 1 (55) 10 2-E-08 TRIP LINE 2 (56) 11 1 3-E-08 TRIP LINE 3 (57) 12 4-E-08 TRIP LINE 4 (58) 13 - 14 - 15 - 16 - 0 N L J Q U N * NO SENSORS, CONNECTED DIRECTLY ' THRU SDLC CABLE TO CONTROLLER 20 0 20 40 60 PLAN CHECKED BY SCALE: 1"=20' TRAFFIC SIGNAL MOD FAX TELEPHONE (760) 342 - 6590 JEFFERSON5T[i' ZET9a^,A! V/ENME40 (760) 391-4017 _ /�TE7 5 T/O/ V I i ! DATE: 6/1 55/2022 100 CIVIC CENTER MALL, INDIO, CA 92201 SITE ADDRESS www.indio.org SEC. T. S., R. E., S.B.B. & M. APN. I.P. No. SHEET No, 12 OF 16 SHEETS CITY FILE No, ♦ CONDUCTOR SCHEDULE A.W.G. RUNS 00A®A©A®A CABLE TYPE m POLE POLE© 12 p POLE POLED v o o POLE POLED 3 0 POLE© POLE TOTAL CABLES 12 3 1 1 2 2 3 3 4 4 5 5 1 1 2 2 8 8 8 8 #1 0 SIGNAL COMMON 1 1 1 1 1 1 1 1 1 #1 0 LUMINAIRE 2 2 2 2 2 - 2 2 - #1 2 I.I.S. N.S. 2 2 2 2 2 - 2 2 - 12 PEC - - 4 - - 4 - BELDEN 8281 COAXIAL CABLE 1(N) 1(N) 2(N) 2(N) 3(N) - 1(N) 4(N) 4(N) 16-3 SJT POWER CABLE 1(N) 1(N) 2(N) 2(N) 3(N) - 1(N) 4(N) 4(N) EMERGENCY PRE-EMPTION 1 1 2 2 3 - 1 4 4 CONDUIT SIZE 3" 3" 4" 4" 4" 3" 3" 2-4" 2-4" PERCENT FILL 11% 169� 149� 19X 25X 9% 209E 199E 189i; ♦ ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. (N) NEW Exist 2"C, 12PR#19 SIC TO DUNE PALM ROAD Approx 2665' CL TO CL MILES AVENUE (POSTED SPEED LIMIT: 50 MPH) wo � ~ J J.. < LO CL00 X o' JEFFERSON STREET I Exist 2"C, 12DRIVE SIC W TO FRED ARING DRIVE 4-N-06(42 Approx 2650' CL TO CL (POSTED SPEED LIMIT: 50 MPH) pp Exist 2"C, z o J RC 3-DLC J <LO �po X — Exist 2"C,- � R-DLC C 3 N zo Y Exist 2"C, _j_ < RC 3-DLC LO CL X af Zo J _j. a o� �_ X af If Exist 2"C, RC 3-DLC CITY OF LA QUINTA T) Exist 2"C, 12PR#19 SIC ' 06P r— / L J 08P r- r 08II 8' 4' 5 Exist 3"C, 17' 12PR#19 SIC 14 08 12' I { R I 6' X 50' 12' 7J U 7J9L 03 - 6' X 25 12' 12' 8' Exist 277- "C, Exist 2"C, Exist 2'C, 12PR#19 SIC 12PR#19 SIC 12PR#19 SIC TRIP LINE 4 TRIP LINE 3 TRIP LINE 2 TRIP LINE 1 385' TO 345' TO 305' TO 140' TO X-WALK X-WALK X-WALK X-WALK NOTES: 1. SEE SHEET 1 FOR GENERAL NOTES AND LEGEND. 2. THIS PLAN MAKES REFERENCE TO 2004 AS -BUILT FILE NO D1615. UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. DIClL-ERT iy'�� IN/N DIAL- TOLL FREE j 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONTRACTOR: INSPECTOR: DATE COMPLETED: AS BUILT COMP. DATE: BY DATE CONSTRUCTION RECORD ENGINEER BENCHMARK: BASIS OF BEARING REVISIONS Exist 2"C, 12PR#19 SIC CITY OF INDIO SENSOR SCHEDULE (BIU9*) BIU DX ASSIGNMENT OPERATION DIET DX 1 1 -S-b2 TRIP LINE 1 (33) 2 2-S-02 TRIP LINE 2 (34) 3 3-S-02 TRIP LINE 3 (35) 4 4-S-02 TRIP LINE 4 (36) 5 - 6 - 7 - 8 - 9 1 -N-06 TRIP LINE 1 (39) 10 2-N-06 TRIP LINE 2 (40) 11 3-N-06 TRIP LINE 3 (41) 12 4-N-06 TRIP LINE 4 (42) 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER DRAWN BY A.D.S PREPARED FOR CITY OF INDIO PROJECT No. TS2003 APP'D DATE SCALE 1 "=20' v 3-N-06 41 _ AB 3 LOOPS LJ b-N-06 40 MMM -N-06 39) I 12' 12' I 12' 12' 11'V 10' 1I1 Exist R73-2(CA) 6' X 6' 4I8 04 �_� 03 Exist R73-5(CA) 04P 5 0 — 4 06A 14 A06 A06 ii i i V i 12' 13' eq 13' I 12' I 12' 7' - - -� AlilL T7 05 Exist R73-5(CA) 0 0 m a � z o J cy J z HJ �� U U 5J1U DESIGNER'S SEAL DESIGNED BY pEESS10iy OCTAVIO HERNANDEZ \p HERNq��,yc ENGINEER'S NAME 9 o R.C.E. No. 78085 J ;a NAME OF FIRM MICHAEL BAKER INTERNATIONAL * C * FIRM ADDRESS3536 CONCOURS ST, SUITE 100 -4r V ONTARIO, CA 91764 FC TELEPHONE # (909) 974-4900 FAX # Exist 2"C, 12PR#19 SIC Exist 2"C, 12PR#19 SIC xist 2"C, 2PR#19 SIC • POLE SCHEDULE POLE DATA SIGNAL LED LUM SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION I I S N S No TYPE HEIGHT MA MA WATTS POLE MA PED PHASE ARROW A B OA 26-4-80 30' 45' 15' (N)121 SV-1-T 2-MAS SP-1-T �2 EXIST EXIST Jefferson St © 1-A 10' - - - TV-2-T - SP-1-T 04 EXIST EXIST - © 61-5-80 30' 60' 15' (N)121 SV-1-T 3-MAS SP-1-T �4 EXIST EXIST Miles Ave QD 1-A 10' - - - TV-2-T - SP-1-T 06 EXIST EXIST - EE 26-4-80 30' 45' 15' (N)121 SV-1-T 2-MAS SP-1-T 06 EXIST EXIST Jefferson St QF 1-A 10' - - - TV-2-T - SP-1-T 08 EXIST EXIST - © 61-5-80 30' 60 15' (N)121 SV-1-T 3-MAS SP-1-T 08 EXIST EXIST Miles Ave QH 1-A 10' - - - TV-2-T - SP-1-T 02 EXIST EXIST - • ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN UNLESS OTHERWISE NOTED (N) NEW EQUIPMENT Exist 2"C, 12PR#19 SIC Exist 3' C, 12PR#19 SIC Exist 2"C, 2-12PR#19 SIC Exist 2"C, 2#10(LTG), 2#12(IISNS),4#12(PEC) Exist 332 CABINET WITH BB -- L LJ © 5 12 g 12 �rC l Exist R73-2(CA) L J_J 01 �`02P 04P 5 X 5'_ ;(�X./ P2, PHASE DIAGRAM GROUP A GROUP B 0 z I 1--� PHASE 1 PHASE 2 PHASE 3 PHASE 4 0 z I PHASE 5 PHASE 6 PHASE 7 PHASE 8 Exist 2"C, 3#6(SERVICE) Exist 240 SERVICE TRIP LINE 1 TRIP LINE 2 TRIP LINE 3 TRIP LINE 4 _140- TO 305' TO 345' TO 385' TO X-WALK X-WALK X-WALK X-WALK tx I st 3 U, lzt-Kfply RC 3-DLC Exist 2"C, 12PR#19 Exist 2"C, 12PR#19 Ld zO J Jo � — Exist 2"C, CL-q- 1 RC 3-DLC a X � cV — Exist 20'C, z~ J RC 3-DLC _J- < U I CLo x Q' Exist 2"C, r7 RC 3-DLC w o J J3 L I Exist 2"C, to X � RC 3-DLC z o Y J J- < L I CL 00 X Exist 2"C , 12PR# 19 4-S-02 36) TO PEBBLE BEACH DR Approx 1250' CL TO CL APPROVER'S SEAL APPROVED BY DATE03/04/2022 QRpFESS/ON v z JUAN F. RAYA, P.E. c� No. C 68510 rri M CITY ENGINEER �XP:J°/30/2023 � RCE No. 68510 CIVIL SENSOR SCHEDULE (BIU10*) Blu DX ASSIGNMENT OPERATION DIET DX 1 1 -W-04 TRIP LINE 1 (49) 2 2-W-04 TRIP LINE 2 (50) 3 3-W-04 TRIP LINE 3 (51) 4 4-W-04 TRIP LINE 4 (52) 5 - 6 - 7 - 8 - 9 1 -E-08 TRIP LINE 1 (55) 10 2-E-08 TRIP LINE 2 (56) 11 3-E-08 TRIP LINE 3 (57) 12 4-E-08 TRIP LINE 4 (58) 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER TRAFFIC SIGNAL CONSTRUCTION NOTES: RS EXISTING TRAFFIC CONTROLLER ASSEMBLY TO CITY YARD. FURNISH AND INSTALL NEW 2070 ATC CONTROLLER UNIT AND APPROVED ATC FIRMWARE. CONFIGURE INTERSECTION FOR THE INTENDED OPERATION. SEE SPECIAL PROVISIONS RS EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. �3 FURNISH AND INSTALL RACK -MOUNT VIDEO DETECTION SYSTEM (VDS) INSIDE EXISTING CONTROLLER CABINET. INSTALL VANTAGE EDGE2 VIDEO PROCESSORS, EDGECONNECT (COMMUNICATION MODULE), SDLC COMMUNICATION MODULE, LED MONITOR (RACK MOUNTED PULL OUT DRAWER) AND PATCH CABLES COMPLETE. REMOVE ALL UNUSED DLC CABLES AS NECESSARY. ® FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID VIDEO DETECTION CAMERA (RADAR/HD) AND MOUNTING HARDWARE ON SIGNAL MAST ARM PER CALTRANS STD. PLAN ES-7R AND IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE VIDEO DETECTION CABLE FROM CAMERA ASSEMBLY TO THE CONTROLLER CABINET COMPLETE, NO SPLICES ALLOWED. DETECTION ZONES SHALL BE CONFIGURED FOR ADVANCED DILEMMA ZONE DETECTION. CO RS EXISTING VIDEO DETECTION CAMERA ASSEMBLY, MOUNTING, AND CABLE(S) FROM MAST ARM/LUMINAIRE MAST ARM COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. © RS EXISTING VIDEO DETECTION CABLES FROM EXISTING CONDUIT. FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 GAUGE 3-WIRE POWER CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. RS EXISTING VEHICLE LOOP DETECTOR EQUIPMENT FROM CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. 12 RS EXISTING VIDEO DETECTION CABLES AND RC DETECTOR LOOP CABLES (DLC) FROM EXISTING CONDUIT. FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 GAUGE 3-WIRE POWER CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. 14 REMOVE EXISTING HPS LUMINAIRE COBRAHEAD AND REPLACE WITH NEW LED LEOTEK MODEL NO. GCM2-40H-MV-NW-3R-GY-950-PCR7 0 N L LI J Q U 20 0 20 40 60 SCALE: 1"=20' FAx TRAFFIC SIGNAL MOD (76 TELEPHONE (760) 342 - 6590 JEFFERSON5Ti4EET@ /l�/LESAVENUE 76U s91-401� //VTERSECT/O/V#/2 i ! SITE ADDRESS DATE: 6/1 55/2O22 100 CIVIC CENTER MALL, INDIO, CA 92201 www.indio.org SEC. T. S., R. E., S.B.B. & M. APN. I.P. No. SHEET No, �3 OF 16 SHEETS CITY FILE No, ♦ CONDUCTOR SCHEDULE A.W.G. RUNS 0 0 0 A 5 7 A8 CABLE TYPE �j POLE AO m 6 POLE© 12 0 POLELu �' m POLE Z " o POLE U � POLE 1 1 1 1 3 z POLE © 6 POLE TOTAL CABLES 12 3 1 1 2 2 3 3 4 4 1 1 2 2 3 3 8 8 #1 0 SIGNAL COMMON 1 1 1 1 1 1 1 1 #1 0 LUMINAIRE 2 2 2 2 — 2 2 — #1 2 I.I.S. N.S. 2 2 2 2 — 2 2 — BELDEN 8281 COAXIAL CABLE 1(N) 1(N) 2(N) 2(N) — 1(N) 2(N) 4(N) 16-3 SJT POWER CABLE 1(N) 1(N) 2(N) 2(N) — 1(N) 2(N) 4(N) EMERGENCY PRE-EMPTION 1 1 2 2 — 1 2 4 CONDUIT SIZE 2" 3" 3" 4" 3" 3" 4" 2-4" PERCENT FILL 125%116%125%118%1 6% 116%114%.16% ♦ ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. (N) NEW TRAFFIC SIGNAL CONSTRUCTION NOTES: ❑1 RS EXISTING TRAFFIC CONTROLLER ASSEMBLY TO CITY YARD. FURNISH AND INSTALL NEW 2070 ATC CONTROLLER UNIT AND APPROVED ATC FIRMWARE. CONFIGURE INTERSECTION FOR THE INTENDED OPERATION. SEE SPECIAL PROVISIONS RS EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. �3 FURNISH AND INSTALL RACK -MOUNT VIDEO DETECTION SYSTEM (VDS) INSIDE EXISTING CONTROLLER CABINET. INSTALL VANTAGE EDGE2 VIDEO PROCESSORS, EDGECONNECT (COMMUNICATION MODULE), SDLC COMMUNICATION MODULE, LED MONITOR (RACK MOUNTED PULL OUT DRAWER) AND PATCH CABLES COMPLETE. REMOVE ALL UNUSED DLC CABLES AS NECESSARY. ® FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID VIDEO DETECTION CAMERA (RADAR/HD) AND MOUNTING HARDWARE ON SIGNAL MAST ARM PER CALTRANS STD. PLAN ES-7R AND IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE VIDEO DETECTION CABLE FROM CAMERA ASSEMBLY TO THE CONTROLLER CABINET COMPLETE, NO SPLICES ALLOWED. DETECTION ZONES SHALL BE CONFIGURED FOR ADVANCED DILEMMA ZONE DETECTION. ❑5 RS EXISTING VIDEO DETECTION CAMERA ASSEMBLY, MOUNTING, AND CABLE(S) FROM MAST ARM/LUMINAIRE MAST ARM COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. © RS EXISTING VIDEO DETECTION CABLES FROM EXISTING CONDUIT. FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 GAUGE 3-WIRE POWER CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. 14 REMOVE EXISTING HIPS LUMINAIRE COBRAHEAD AND REPLACE WITH NEW LED LEOTEK MODEL NO. GCM2-40H-MV-NW-3R-GY-950-PCR7 NOTES: 1. SEE SHEET 1 FOR GENERAL NOTES AND LEGEND. 2. THIS PLAN MAKES REFERENCE TO 2004 AS -BUILT FILE NO D1615 D I R T DIAL_ TOLL FREE j 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONTRACTOR: INSPECTOR: DATE COMPLETED: AS BUILT COMP. DATE: CONSTRUCTION RECORD BENCHMARK: BY JDATE1 ENGINEER BASIS OF BEARING �O DETAIL "A" DETAIL "B" WESTWARD HO DRIVE (POSTED SPEED LIMIT. 35 MPH) 14' 20' TRIP LINE 1 140' TO X-WALK UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURIrS SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. REVISIONS DRAWN BY A.D.S PREPARED FOR CITY OF INDIO PROJECT No. TS2003 APP'D DATE SCALE 1 "=20' uj ZO J J.. Q U-) � CL� X Li ZO J J.. Q LO� QM X ~ N ui ZO J a J.,LO 0_ O X Z~ J J.. X W U-J JEFFERSON STREET (POSTED SPEED LIMIT. 50 MPH) Exist 2"C, 12PR#19 SIC TO PEBBLE BEACH TRAFFIC SIGNAL Approx 1400' CL TO CL /j 06 x 6J4U �6P'r-i �FY LJ05\1 OE 08P _ J L J L' T m 12' 12' 6J3U 6J2L 6J2U ,7,0 N N c x x co to c R Exist R3-4 1 ,� I I DETAIL "A" L -�V 0+08 DETAIL "B" 03+08 11' xist 2"C,� 2-1 PR#19 SIC 6 4 POLE SCHEDULE POLE DATA SIGNAL LED LUM SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION HIS NS No TYPE HEIGHT MA MA WATTS POLE MA PED PHASE ARROW A B QA 19A-4-80 35' 25' 15' (N)121 SV-1—T MAS-5A SP-1—T 02 EXIST EXIST Jefferson St © 1—A 10' — — — TV-2—T — SP-1—T 04 EXIST EXIST — C 29-5-80 30' 55' 15' (N)121 SV-1—T 3—MAS SP-1—T 04 EXIST EXIST Westward Ho Dr QD 1—A 10' — — — TV-2—T — SP-1—T 06 EXIST EXIST — QE 19A-4-80 35' 25' 15' (N)121 SV-1—T MAS-5A SP-1—T 06 EXIST EXIST Jefferson St TV-2—T — SP-1—T 08 EXIST EXIST — © 29-5-80 30' 55' 15 (N)121 SV-1—T 3—MAS SP-1—T 08 EXIST EXIST Westward Ho Dr OH 1—A 10' — — — TV-2—T — SP-1—T 02 EXIST EXIST — • ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN UNLESS OTHERWISE NOTED (N) NEW EQUIPMENT Exist 2"C, 12PR#19 SIC Exist 240 SERVICE F Exist 2"C, 2#10(LTG), 2#12(IISNS), 4#12(PEC) Exist 2"C, 2#6(SIGNAL) X 1 2 3 �, �_ -Exist 332 CAB I NET WITH BIBS LJ 1 I9U i T--r -- - - ----- G 7 6 lX\ r i A i V7 V7 V7 -102P 05V 02V 02V 5 o2V - H + � �JL 08 4 104 �7 Exist R73-2(CA) DETAIL "B" Exist 3"C, 12PR#19 SIC 8`116 CITY LIMIT OF INDIO CITY LIMIT OF 3I9 LA QUINTA DETAIL "A" 04+07 � Y, ` Exist R3-4 �— J 5 L ,� -�- �J A06 14 n�6 n� (� 4P �6P 1� -i- -I- rl LJ© I 4 12' 12' DESIGNER'S SEAL DESIGNED BY pEESS1pN OCTAVIO HERNANDEZ X\p HERNq��,fc ENGINEER'S NAME 9 o R.C.E. No. 78085 J NAME OF FIRM MICHAEL BAKER INTERNATIONAL * C * FIRM ADDRESS3536 CONCOURS ST, SUITE 100 -4r V ONTARIO, CA 91764 FC TELEPHONE # (909) 974-4900 FAX # Exist R73-2(CA) 6' X 25' WESTWARD HO DRIVE OXON 1 WN 4.1 � XWO R. ON Exist 2"C, 12PR#19 SIC VExist 2"C, 12PR#19 SIC Exist 2"C, 2PR#19 SIC -Exist 2"C, 12PR#19 SIC (POSTED SPEED LIMIT. 25 MPH) TRIP LINE 1 140' TO X-WALK LO v 00 18' SENSOR SCHEDULE (BIU9*) IDX ASSIGNMENT OPERATION DIET DX 1 1 -S-02 TRIP LINE 1 (33) 2 2-S-02 TRIP LINE 2 (34) 3 3-S-02 TRIP LINE 3 (35) 4 4-S-02 TRIP LINE 4 (36) 5 - 6 - 7 - 8 - 9 1 -N-06 TRIP LINE 1 (39) 10 2-N-06 TRIP LINE 2 (40) 11 3-N-06 TRIP LINE 3 (41) 12 4-N-06 TRIP LINE 4 (42) 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER SENSOR SCHEDULE (BIU10*) Blu DX ASSIGNMENT OPERATION DET DX 1 1 -W-04 TRIP LINE 1 (49) 2 1 - 3 - 4 - 5 - 6 - 7 - 8 - 9 1 1 -E-08 TRIP LINE 1 (55) 10 - 11 - 12 - 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER PHASE DIAGRAM GROUP A GROUP B CD z _ I 1 f--y PHASE 1 PHASE 2 PHASE 3 PHASE 4 N CD z I I � PHASE 5 PHASE 6 PHASE 7 PHASE 8 Li O Z J X � N O �~ Y J o J- LO 3 N 0 0 M X � � M w J Zi J J- L < I X Z� J J- LO CL 00 X l\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\V Exist 2"C , 12PR# 19 S I C TO BRIDGE STRUCTURE TRAFFIC SIGNAL Approx 1285' CL TO CL APPROVER'S SEAL APPROVED BY DATE03/04/2022 QRpFESS/ON v z JUAN F. RAYA, P.E. cU-i� No. C 68510 M CITY ENGINEER 6XP:_9/s0/202s � RCE No. 68510 S�qT� CIV1� �c��P DATE: 6/15/2022 20 0 20 40 60 PLAN CHECKED BY SCALE: 1"=20' TELEPHONE FAX TRAFFIC SIGNAL MOD (760) 391-4017 (760) 342 -6590 ✓EFFERSONSTREET@ l�l/ESTPVARDh'ODR/I/E /NTERSECT/ON,2 Jllg i ! SITE ADDRESS 100 CIVIC CENTER MALL, INDIO, CA 92201 www.indio.org SEC. T. S., R. E., S.B.B. & M. APN. I.P. No. SHEET No, 14 OF 16 SHEETS CITY FILE No, ♦ CONDUCTOR SCHEDULE A.W.G. RUNS 000®0©0® CABLE TYPE m POLEQA POLE© -_-_-_ 2 1 2 1 -_-_ 2 1 12 o POLE© m POLE DO -------------- 1 1 Z ;50 POLE EO -_-_-_-_-_-_ 2 1 2 1 U � POLE 1 1 1 1 1 1 3 Z POLE © 2 1 2 1 2 1 2 1 2 2 1 POLE HO - 2 1 2 1 2 1 2 1 - - 2 1 TOTAL CABLES 12 3 21 4 2 5 3 7 4 8 5 1 1 3 21 8 #1 0 LUMINAIRE 2 2 2 2 2 2 2 - #1 2 I.I.S.N.S. 2 2 2 2 2 - 2 - #1 2 PEC 2 2 2 2 2 2 2 - BELDEN 8281 COAXIAL CABLE 1(N) 1(N) 2(N) 2(N) 3(N) - 1(N) 4(N) 16-3 SJT POWER CABLE 1(N) 11(N) 2(N) 2(N) 3(N) - 1(N) 4(N) EMERGENCY PRE-EMPTION 1 1 2 1 2 3 - 1 4 CONDUIT SIZE 3" 4" 4" 4" 4" 3" 4" 2-4" PERCENT FILL 15% 14% 19% 25X 30% M77.12% 21% ♦ ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. (N) NEW NOTES: 1. SEE SHEET 1 FOR GENERAL NOTES AND LEGEND. 2. THIS PLAN MAKES REFERENCE TO 2009 AS -BUILT FILE NO D1749. UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURIiS SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. DIG,L,ERT DIAL TOLL FREE j 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONTRACTOR: INSPECTOR: DATE COMPLETED: AS BUILT COMP. DATE: BY DATE CONSTRUCTION RECORD ENGINEER BENCHMARK: BASIS OF BEARING Exist 2"C, 12PR#19(SIC) JEFFERSON STREET (POSTED SPEED LIMIT: 50 MPH) I w Exist 2"C, 12PR#19(SIC) z � Y TO TRAFFIC SIGNAL _j_ ¢ AT INDIO BLVD. o_ M 3:: Appr ox 550' CL TO CL 3-N-f4 51 o' ~ NO Exist 2"C z0 Y 12PR#19(SIC) J J- 2-N-04 50 �� Exist 2"C of '� N 12PR#19(SIC) wo Z� J J � �-N-04(49 I o �^ x 12PR�19(SIC) \ p\ 0 Y _j. a 13' 6' 12' 12' 11' 10'I 10' oR., CL x 7J5U to o In Exist 2"C, 12PR#19(SIC) x x cD io N DETAIL "A" 4I7L x N 4I71U _ 4I6L„ 4I6U 04+ - x P77N N I OLA (00 x x 6 3 8 x m m Exist 2"C, 12PR#19(SIC) '�, > Exist 2" C,--- Vzz 7J9L 12PR#19(SIC) Exist 2"C, 12PR#19(SIC) ;'`�. 4I8U 04P, <,\I 0 06P 0® L - I -� 14 7 - L J DTI 106 V03 19, Exist 3"C, 12PR#19(SIC TRIP 305 L ITO 2 L�14P X-WALK 0 L II o TO X-WALK SENSOR SCHEDULE (BIU9*) IpIX ASSIGNMENT OPERATION DET DX 1 1 -W-02 TRIP LINE 1 (33) 2 2-W-02 TRIP LINE 2 (34) 3 - 4 - 5 - 6 - 7 - 8 - 9 1 -E-06 TRIP LINE 1 (39) 10 2-E-06 TRIP LINE 2 (40) 11 - 12 - 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER REVISIONS DRAWN BY A.D.S PREPARED FOR CITY OF INDIO PROJECT No. TS2003 APP'D DATE SCALE 1 "=20' 02 DETAIL "A" Exist 2"C, 12PR#19(SIC) Exist 2"C, 12PR#19(SIC) Exist 2"C, 12PR#19(SIC) Exist 2"C, 12PR#19(SIC) Exist 2"C, 12PR#19(SIC) Exist R3-4 I I I 4 DETAIL "A" -- _f -5 Exist 2"C, 12PR#19(SIC) TO DWYS "A" & "N" Approx 375' CL TO CL DESIGNER'S SEAL DESIGNED BY pEESS1pN OCTAVIO HERNANDEZ \p HERNq��,fc ENGINEER'S NAME 9 o R.C.E. No. 78085 J NAME OF FIRM MICHAEL BAKER INTERNATIONAL * C * FIRM ADDRESS3536 CONCOURS ST, SUITE 100 -4r V �� ONTARIO, CA 91764 FC TELEPHONE # (909) 974-4900 FAX # 12' 12' - - M �_7 07 4 08V V08 Exist R3-4 12' 6' - f 08V Exist R3-4 POLE SCHEDULE POLE DATA SIGNAL LED LUM SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION IISNS No TYPE HEIGHT MA MA WATTS POLE MA PED PHASE ARROW A B QA 29A-5-100 35' 50' 15' (N)121 SV-1-T 2-MAS Sp- 1-T 04 EXIST EXIST Jefferson St © 21 TS 35' - 15' (N)121 SV-2-TA - SP-1-T 06 EXIST EXIST - © 61 A-5-100 35' 65' 15' (N)121 SV-1-T 3-MAS SP-1-T 06 EXIST EXIST Avenue 42 QD 21 TS 35' - 15' (N)121 SV-2-TA - SP-1-T 08 EXIST EXIST - QE 29A-5-100 35' 50' 15' (N)121 SV-1-T 2-MAS SP-1-T 08 EXIST EXIST Jefferson St QF 21 TS 35' - 15' (N)121 SV-2-TA - SP-1-T 02 EXIST EXIST - © 61 A-5-100 35' 60' 15' (N)121 SV-1-T 3-MAS SP-1-T 02 EXIST EXIST Avenue 42 QH 21 TS 35' - 15' (N)121 SV-2-TA - SP-1-T 04 EXIST EXIST - • ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN UNLESS OTHERWISE NOTED (N) NEW EQUIPMENT AVENUE 42 - Exist 3"C , 3-12PR# 19 (SIC) (POSTED SPEED LIMIT: 40 MPH) Exist 2"C, 3-12PR#19(SIC) TRIP LINE 2 Exist 332 CABINET WITH BBS 305' TO TRIP LINE 1 X-WALK 140' TO 1 2 3 X-WALK ��> C 5 6 Exist 2"C, > Exist 3 C, 4-12PR#19(SIC) 12PR#19(SIC) �' 6 8 Exist TO DWYS "D" & "F" '' 700' CL TO CL �T-1 Exist 2"C, 2#6(SIG) Exist 2"C, ,DO Exist 240 SERVICE 12PR#19(SIC) 06P Exist 2"C, _ 12PR#19(SIC) ��i 05 � I` 6J 14 �I 1I! 14 DETAIL "A"--,�02+01_.B rh lil 1 1 r � 6J2L 12' M 25' CID z 6J2U 12' ►�' aY rn' bi ZO J J- < D_ � I x H N ZO J J. � CLo 3 xI af ZO J J- 3 D_ � X o' ZO J J. 0 CL 00 3 I x 00 o' APPROVER'S SEAL APPROVED BY DATE03/04/2022 QRpFESS/ON R9_F�� 7 z JUAN F. RAYA, P.E. No. C 68510 r^ Uj CITY ENGINEER �XP:J°/30/2023 RCE No. 68510 SENSOR SCHEDULE (BIU10*) IOIX ASSIGNMENT OPERATION DIET DX 1 1 -N-04 TRIP LINE 1 (49) 2 2-N-04 TRIP LINE 2 (50) 3 3-N-04 TRIP LINE 3 (51) 4 4-N-04 TRIP LINE 4 (52) 5 - 6 - 7 - 8 - 9 1 -S-08 TRIP LINE 1 (55) 10 2-S-08 TRIP LINE 2 (56) 11 3-S-08 TRIP LINE 3 (57) 12 4-S-08 TRIP LINE 4 (58) 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER TRAFFIC SIGNAL CONSTRUCTION NOTES: 0 RS EXISTING TRAFFIC CONTROLLER ASSEMBLY TO CITY YARD. FURNISH AND INSTALL NEW 2070 ATC CONTROLLER UNIT AND APPROVED ATC FIRMWARE. CONFIGURE INTERSECTION FOR THE INTENDED OPERATION. SEE SPECIAL PROVISIONS RS EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. FURNISH AND INSTALL RACK -MOUNT VIDEO DETECTION SYSTEM (VDS) INSIDE EXISTING CONTROLLER CABINET. INSTALL VANTAGE EDGE2 VIDEO PROCESSORS, EDGECONNECT (COMMUNICATION MODULE), SDLC COMMUNICATION MODULE, LED MONITOR (RACK MOUNTED PULL OUT DRAWER) AND PATCH CABLES COMPLETE. REMOVE ALL UNUSED DLC CABLES AS NECESSARY. ® FURNISH AND INSTALL ITERIS VANTAGE VECTOR HYBRID VIDEO DETECTION CAMERA (RADAR/HD) AND MOUNTING HARDWARE ON SIGNAL MAST ARM PER CALTRANS STD. PLAN ES-7R AND IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. PROVIDE VIDEO DETECTION CABLE FROM CAMERA ASSEMBLY TO THE CONTROLLER CABINET COMPLETE, NO SPLICES ALLOWED. DETECTION ZONES SHALL BE CONFIGURED FOR ADVANCED DILEMMA ZONE DETECTION. RS EXISTING VIDEO DETECTION CAMERA ASSEMBLY, MOUNTING, AND CABLE(S) FROM MAST ARM/LUMINAIRE MAST ARM COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. © RS EXISTING VIDEO DETECTION CABLES FROM EXISTING CONDUIT. FURNISH AND INSTALL NEW COAXIAL VIDEO CABLE AND 16 GAUGE 3-WIRE POWER CABLE INSIDE EXISTING CONDUIT TO MAKE THE HYBRID DETECTION SYSTEM FUNCTIONAL. 14 REMOVE EXISTING HPS LUMINAIRE COBRAHEAD AND REPLACE WITH NEW LED LEOTEK MODEL NO. GCM2-40H-MV-NW-3R-GY-950-PCR7 PHASE DIAGRAM GROUP A GROUP B 0 z--i o' OLB } t`if PHASE 1 PHASE 2 PHASE 3 PHASE 4 N z OLAw f--y } I PHASE 5 PHASE 6 PHASE 7 PHASE 8 20 0 20 40 60 PLAN CHECKED BY SCALE: 1"=20' I FAX TRAFFIC SIGNAL MOD TELEPHONE (760) 342 - 6590 (760) 391-4017 JE7FF,67R50N5Ti4EETg AV,ENUE42 /NTERSECT/ON#/4 DATE: 6/15/2O22 100 CIVIC CENTER MALL, INDIO, CA 92201 SITE ADDRESS www.indio.org SEC. T. S., R. E., S.B.B. & M. APN. I.P. No. SHEET No, 15 OF 16 SHEETS CITY FILE No, ♦ CONDUCTOR SCHEDULE A.W.G. RUNS 000®0©0®0 CABLE TYPE m POLE01 12 POLE - POLE o o a POLE® p U POLE 50 ir UPOLE © �5_ �5_ 3 E POLE 70 - X X 1 1 1 1 POLE® -_-_-_ 1 1 1 1 1 1 1 1 1 1 1 1 TOTAL CABLES 12 3 1 1 2 2 3 3 8 8 4 4 3 3 2 2 1 1 5 5 #1 0 LUMINAIRE 2 2 2 2 2 2 2 2 2 #1 2 I.I.S.N.S. 2 2 2 2 2 2 2 - 2 BELDEN 8281 COAXIAL CABLE 1 1 2 4 2 1 1 - 2 16-3 SJT POWER CABLE 1 1 2 4 2 1 1 - 2 EMERGENCY PRE-EMPTION 1 1 1 2 4 2 1 1 - 1 2 WIRELESS ANTENNA CABLE 1 1 1 1 - - - - - CONDUIT SIZE 3" 3" 3" 2-4" 4" 4" 3" 3" 4" PERCENT FILL 12% 177 267 177 207 12% 16% 6% 20% ♦ ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS OTHERWISE NOTED. TRAFFIC SIGNAL CONSTRUCTION NOTES: ❑1 RS EXISTING TRAFFIC CONTROLLER ASSEMBLY TO CITY YARD. FURNISH AND INSTALL NEW 2070 ATC CONTROLLER UNIT AND APPROVED ATC FIRMWARE. CONFIGURE INTERSECTION FOR THE INTENDED OPERATION. SEE SPECIAL PROVISIONS ❑2 RS EXISTING VIDEO DETECTION SYSTEM EQUIPMENT FROM CONTROLLER CABINET COMPLETE. SALVAGED EQUIPMENT SHALL BE DELIVERED TO LOCAL CITY YARD. �3 FURNISH AND INSTALL RACK -MOUNT VIDEO DETECTION SYSTEM (VDS) INSIDE EXISTING CONTROLLER CABINET. INSTALL VANTAGE EDGE2 VIDEO PROCESSORS, EDGECONNECT (COMMUNICATION MODULE), SDLC COMMUNICATION MODULE, LED MONITOR (RACK MOUNTED PULL OUT DRAWER) AND PATCH CABLES COMPLETE. REMOVE ALL UNUSED DLC CABLES AS NECESSARY. 14 REMOVE EXISTING HIPS LUMINAIRE COBRAHEAD AND REPLACE WITH NEW LED LEOTEK MODEL NO. GCM2-40H-MV-NW-3R-GY-950-PCR7 TRIP LINE 3 345' TO X-WALK NOTES: 1. SEE SHEET 1 FOR GENERAL NOTES AND LEGEND. 2. THIS PLAN MAKES REFERENCE TO 2008 AS —BUILT FILE NO D1699. TRIP LINE 2 305' TO X-WALK Exist 2"C, 12PR#19 SIC TO AVENUE 42 Approx 600' CL TO CL wo � ~ J _gin < Exist 2"C, � x 12PR#19 SIC N Lli ZO J J.. Q a_0 X �M Z~ J J < X th F- Exist 2"C, 12PR#19 SIC Exist 2"C, 12PR#19 SIC Exist 2"C, 2-12PR#19 SIC Exist 240 SERVICE Exist 2"C, 4#10,4#12 9 Exist 2"C, >3#6Exist 332 CABINET WC 1 2 3 TRIP LINE 1 140' TO X-WALK JACKSON STREET (POSTED SPEED LIMIT: 45 MPH) t3-N-06 41 1 Exist R61-17(CA) Exist 2"C, 12PR#19 SIC Exist R3-8b '* POLE SCHEDULE POLE DATA SIGNAL LED LUM SIGNAL MOUNTING PIED PUSH BUTTON POLE LOCATION IISNS No TYPE HEIGHT MA MA WATTS POLE MA PIED PHASE ARROW A B 10 61-5-100 30' 60' 15' (N)121 SV-1-T 3-MAS SP-1-T 04 EXIST EXIST Showcase Pkwy Q2 1 -A 10' - - - TV- 1-T - SP-1-T 06 EXIST EXIST - O3 26-4-100 30' 40' 15' (N)121 SV-1-T 2-MAS SP-1-T 06 EXIST EXIST Jackson St ® 1-A 10' - - - TV-2-T - SP-1-T 08 EXIST EXIST - Q5 61-5-100 30' 60' 15' (N)121 SV-1-T 3-MAS SP-1-T 08 EXIST EXIST Showcase Pkwy © 1-A 10' - - - TV- 1-T - SP-1-T 02 EXIST EXIST - Q7 26-4-100 30' 40' 15' (N)121 SV-1-T 2-MAS SP-1-T 02 EXIST EXIST Jackson St ® 15TS 30' - 15' (N)121 SV-2-TA - SP-1-T 04 EXIST EXIST - • ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN UNLESS OTHERWISE NOTED (N) NEW EQUIPMENT Exist 2"C, 12PR#19 SIC SHOWCASE PKWY (POSTED SPEED LIMIT. 40 MPH) Exist R13A(CA) Exist 2"C, 12PR#19 SIC ZF- J J- < �0 I x H 1 N 11 ZO J Exist 2"C, _. 12PR#19 SIC Coo X af 16' 10' 10' 12' 16' SENSOR SCHEDULE (BIU9*) BIIX ASSIGNMENT OPERATION DX 1 1 -S-02 TRIP LINE 1 (33) 2 2-S-02 TRIP LINE 2 (34) 3 3-S-02 TRIP LINE 3 (35) 4 - 5 - 6 - 7 - 8 - 9 1 -N-06 TRIP LINE 1 (39) 10 2-N-06 TRIP LINE 2 (40) 11 3-N-06 TRIP LINE 3 (41) 12 - 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER SENSOR SCHEDULE (BIU10*) IpIX ASSIGNMENT OPERATION DIET DX 1 1 -W-04 TRIP LINE 1 (49) 2 2-W-04 TRIP LINE 2 (50) 3 3-W-04 TRIP LINE 3 (51) 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - * NO SENSORS, CONNECTED DIRECTLY THRU SDLC CABLE TO CONTROLLER PHASE DIAGRAM GROUP A GROUP B z_ } PHASE 1 PHASE 2 PHASE 3 PHASE 4 0 z_ PHASE 5 PHASE 6 PHASE 7 PHASE 8 0 N Gi J Cn D I '--E R T UNDERGROUND STRUCTURES mm!S-�2 34) wo ����������a�,,, .�^ ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE ~ J RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING Exist 2"C , 12PR 19 SIC J THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO TO CALTRANS RW o- v M x DIAL TOLL FREE HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES Appr ox 1200 CL TO CIL D- OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE o_ 20 0 20 40 60 1- 8 0 0 - 2 2 7 - 2 6 0 0 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES I SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS AT LEAST TWO DAYS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PLAN CHECKED BY BEFORE YOU DIG SCALE: 1"=20' � UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I O J D_ CONTRACTOR: DRAWN BY DESIGNER'S SEAL DESIGNED BY APPROVER'S SEAL APPROVED BY I.P. No. A.D.S OCTAVIO HERNANDEZ DATE03/04/2022 INSPECTOR: PREPARED FOR EESSlNq� ENGINEER'S NAME Oe F i, FAX TRAFFIC SIGNAL MOD pO ROF si SHEET No, CITY OF INDIO ��� P�\� HERN9yFyc P� TELEPHONE (760) 342 - 6590 J.4CKS0/V STi4EET SHOI/I/CAS'67/0 1/Y %6 DATE COMPLETED: _ 't p A ,L (60) 391-4017 ti R.C.E. No. 78085 TERSECT/O/V#/5 v JUAN F. RAYA, P.E. PROJECT No. a No. C 68510 m AS BUILT COMP. DATE: NAME OF FIRM MICHAEL BAKER INTERNATIONAL � CITY ENGINEER OF 6 SHEETS TS2003 * C * �XP:J°/30/2023 BY DATE L.FIRM ADDRESS3536 CONCOURS ST, SUITE 100 � RCE No. 68510 � ! CITY FILE No, CONSTRUCTION RECORD I ENGINEER R E V I S 10 N S APP'D DSCALE ,q V �� ONTARIO, CA 91764 sl CIV1\- �Q SITE ADDRESS l qTF OF CAS �� DATE: 6/1 5/2022 100 CIVIC CENTER MALL, INDIO, CA 92201 BENCHMARK: BASIS of BEARING ATE 1 "=20' F C TELEPHONE # (909) 974-4900 FAX # \F www.indio.org SEC. , T. S., R. E., S.B.B. & M. APN. City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2023-1012 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/d') to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 ''/2") of A.C. paving on (** N/A **) of class (** N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of Backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. ENC2023-1012 City of Indio Traffic Signal Improvements Project / Traffic Control Only in La Quinta / Jefferson St at Miles and at Westward Ho Dr In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 4. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 5. City of Indio and/or Yunex LLC (Candace Gallaher), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 7. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m. 8. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Division at (760) 777-7070 if signal operation at the intersection is to be altered in any way. 9. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. Special Conditions Page 1 of 3 PERMIT NO. ENC2023-1012 City of Indio Traffic Signal Improvements Project / Traffic Control Only in La Quinta / Jefferson St at Miles and at Westward Ho Dr 10. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 11. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 12. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 13. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 14. The permittee is responsible for obtaining a valid separate permit from other Cities, County jurisdictions, or other agencies if any of the work or traffic control devices extend into the other Cities, County, or agencies right of way. 15. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 16. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. — 1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. Special Conditions Page 2 of 3 PERMIT NO. ENC2023-1012 City of Indio Traffic Signal Improvements Project / Traffic Control Only in La Quinta / Jefferson St at Miles and at Westward Ho Dr 17. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 18. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 19. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of a. Possible traffic delays b. Time of construction c. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 20. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. 21. Access and egress to all local properties shall be maintained at all times. 22. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 23. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 24. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 25. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 26. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 3 of 3 A�� "® CERTIFICATE OF LIABILITY INSURANCE ATE D11/06/2023DIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME:PHONE MARSH USA, LLC. FAX 9830 Colonnade Blvd, Suite 410 A/C No Ext : A/C No), E-MAIL ADDRESS: Austinsanantonio.Certrequest@marsh.com San Antonio, TX 78230 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: HDI Global Insurance Company 41343 CN467144012-STND-GAWUE-23- INSURED Yunex LLC and Yunex Corporation INSURER B : Federal Insurance Company 20281 INSURER C : Chubb Indemnity Insurance Company 12777 9225 Bee Cave Road INSURER D : Building B, Suite 201 Austin, TX 78733 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: HOU-004067877-04 REVISION NUMBER: 2 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MM/DDIYYYY POLICY EXP MM/DDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY GLD5853501 10/01/2023 10/01/2024 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE � OCCUR DAMAGE TO TED PREMISES (Ea occurrence) $ 500,000 MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 1,000,000 POLICY ❑ JECT PRO- ❑ LOC X PRODUCTS - COMP/OPAGG $ 1,000,000 $ OTHER: B AUTOMOBILE LIABILITY (23)7362-88-13 06/30/2023 10/01/2024 COMBINED SINGLE LIMIT Ea accident $ 2,000,000 X BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY X UMBRELLA LIAB X OCCUR CUD5853601 10/01/2023 10/01/2024 EACH OCCURRENCE $ 4,000,000 AGGREGATE $ 4,000,000 EXCESS LIAB CLAIMS -MADE DED X RETENTION $ 100,000 $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑N (Mandatory in NH) N/A 70441231 06/30/2023 06/30/2024 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Contract/Bid Number: Traffic Signal Improvements Project Project Name/Job Description: Traffic Signal Improvements Project City of La Quinta is included as Additional Insured where required by written contract with respect to General Liability and Auto Liability. This insurance is primary and non-contributory over any existing insurance and limited to liability arising out of the operations of the named insured subject to policy terms and conditions. Waiver of subrogation is applicable where required by written contract and subject to policy terms and conditions. CERTIFICATE HOLDER CANCELLATION City of La Quinta SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Attn: Elizabeth Molina THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 78495 Calle Tampico ACCORDANCE WITH THE POLICY PROVISIONS. La Quinta, CA 92253 AUTHORIZED REPRESENTATIVE of Marsh USA LLC t-4 ccLc' @ 1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD IL SU 4004 (1040) HDI GLOBAL INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION AMENDMENT SCHEDULE Name, Address and E-Mail Address of Other Person(s)1 Organization(s): Number of Days Notice: AS REQUIRED 6Y WRITTEN CONTRACT 10 DAYS FOR NON-PAYMENT 30 DAYS FOR EVERYTHING ELSE (If no entry appears above, the information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) I. If we cancel this policy by notice to you for any statutorily permitted reason other than nonpayment of premium, we shall endeavor to mail, e-mail or deliver a ropy of such written notice of cancellation to the person(s) or organization(s) shown in the Schedule above. II. A copy of the notice, per paragraph I. above, will be mailed, e-mailed or delivered: 1. To the appropriate addresses corresponding to the person(s) or organization(s) shown in the Schedule above; and Z. The number of days required for notice of cancellation, as provided in paragraph A.2. of the Common Policy Conditions or as amended by an applicable state cancellation endorsement or by the date as shown in the Schedule above. III. Our failure to provide such advance notification to the person(s) or organizations) shown in the Schedule of this endorsement will not extend any policy cancellation date nor negate any cancellation of the policy. All other terms and conditions of this policy remain unchanged. Page 1 of 1 IL SU 4004 (1040) POLICY NUMBER: GLD5853501 COMMERCIAL GENERAL LIABILITY CG 20 10 1219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: CAI+]�51ky,I=10@3f:►Ilrel=QI=1EV OR0:1INkC19I67T1=1Z71W1 E*q:I=1bill ,=1 Name Of Additional Insured Person(s) Or Organization(s) Locations Of Covered Operations AS REQUIRED BY WRITTEN CONTRACT ALL LOCATIONS AS REQUIRED BY CONTRACT Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury' caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. : C7?rI► 7 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury' or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project CG 20 10 12 19 0 Insurance Services Office, Inc., 2018 Page 1 of 1s POLICY NUMBER: GLD5853501 COMMERCIAL GENERAL CG20371219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Persons) Or Organization(s) Location And Description Of Com Ieted Operations AS REQUIRED BY WRITTEN CONTRACT Information required to complete this Schedule if not shown above will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "yourwork' at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the °products - completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 37 12 19 0 Insurance Services Office, Inc., 2018 Page 1 of 3 POLICY NUMBER: GLD5853501 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY -- OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETE❑ OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the co n tra ry: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: t1j The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract ❑r agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 12 19 9 Insurance Services Office, Inc., 2018 Page 1 of 1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule Any person or organization against whom you have agreed to waive your right of recovery in a written contract, provided such contract was executed prior to the date of loss. For policies or exposure in Missouri: Any person or organization for which the employer has agreed by written contract, executed prior to loss, may execute a waiver of subrogation. However, for purposes of work performed by the employer in Missouri, this waiver of subrogation does not apply to any construction group of classifications as designated by the waiver of right to recover from others (subrogation) rule in our manual. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated, (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 06-30-23 Policy No. 70441231 Insured Y'UNEX, CORP Insurance Company Chubb Indemnity insurance Company WC 00 0313 (Ed. 4-84) ® 1983 National Council on CompenSation lnauranre. Countersigned By Endorsement No. Premium $ Incl . insurel Copy