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ENC2023-0012
W a do ra - GIN ef&UI>SFR'r — ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes 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 APPROVED SUBDIVISIONS. DATE: 1/17/2023 LOCATION OF CONSTRUCTION(Street address or Description): JEFFERSON, AVE 52, 54, MADISON, EISENHOWER & SILVERROCK WAY PURPOSE OF CONSTRUCTION: TRAFFIC CONTROL. DIRECTIONAL SIGNS ON TYPE III BARRICADES. CMS BOARDS DESCRIPTION OF CONSTRUCTION: THE AMERICAN EXPRESS PGA GOLF TOUR JAN 19-22 2023 DIMENSION OF INSTALLATION OR REMOVAL: SEE TRAFFIC CONTROL PLANS (CONES. MESAGE BOARDS SIGNAGE ETC.) APPROXIMATE TIME WHEN WORK WILL BEGIN://19/2023 TIME OF COMPLETION: 1/22/2023 ESTIMATED CONSTRUCTION COST: (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: In consloeration oT the granting oT 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. A+ TRAFFIC MANAGEMENT - ALEJANDRO GAR IBAY 3208 ROYAL STREET LOS ANGELES, CA 90007 Name of Applicant (please print) Business Address -- Signature of Applicant or Agent (213)246-9982 Telephone No. A+ TRAFFIC MANAGEMENT INC 3208 ROYAL STREET LOS ANGELES, CA 90007 (213)494-7154 Name of Contractor and Job Foreman Business Address Telephone No. 933435 Contractor's License No. IFG COMPANIES Applicant's Insurance Company Finance Revenue Code TOTAL: $0.00 LIC-109S81 City Business License No. 428BG02288-02 Policy Number PERMIT NO: ENC2023-0012 DATE ISSUED; -1 17-2023 EXPIRATION DATE: 1-17-2024 BY:.A -- WORK INSPECTED BY*: PERMIT COMPLETION DATE*: *If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the 'City Council. PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: 01 /12/23 Tract No: Project Name: AMEX Vicinity: PGA Blvd & Ave 54 Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) N/A Description of Construction (i.e.: See Plan Set No. 01234) LANE CLOSURES. Dimension of Installation or Removal: N/A Approximate Construction Start Date: JAN 20, 2023 Approximate Construction Completion Date: JAN 22, 2023 Estimated Construction Cost: $ 10,000 Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name: Alejandro Garibay Phone Number: 213-246-9982 Name of Applicant/Owner: A+ Traffic Managment Applicant Address: 3708 Royal St, CA 90007 Applicant Telephone Number: 213-494-7154 Applicant E-mail Address: tony@aaatm.net Name of Contractor: Antonio Tolentino Contractor Address: 3708 Royal St, CA 90007 Contractor Telephone Number: 213-494-7154 Contractor State License Number: 933435 Contractor City Business License Number: 0109581 Contractor E-mail Address: tony@aaatm.net ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED• Applicant or Contractor General Liability Insurance Company: Thousand Oaks - Alliant Insurance Services Inc Applicant or Contractor General Liability Insurance Policy Number: 428BG02288-02 Office Use Only: Inspection Fee: Permit Fee: As -Built Deposit:_ Dust Control Deposit: Credit Amount: Office Use Only: Assigned Permit Number: Approval Date: Expiration Date: Issue Date: Administrative Authority 'Application for Permit pose - TOTAL FEE DUE: RE: Encroachment Permits - Compliance with Insurance Requirements Per Engineering Bulletin #97-04 please provide proof of the insurance items and endorsement certificates below: O General Liability - $1M per occurrence / $2M general aggregate O General Liability - Additional Insured Endorsement (for ongoing and completed operations) O General Liability - Primary / Non-contributory Endorsement O Automobile Liability - $1M combined single limit O Workers' Compensation - Statutory Limits / Employer's Liability $1M per accident or disease O Workers' Compensation - Waiver of Subrogation Endorsement 78495 Calle Tampico La Quinta, CA 92253 760.777.7000 8 GUEST EXIT c- m m U) m rh 0 r� Cso 11%3 1S3DD 9 . 1N3GI532 w Iul IS E 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. * EGRESS ONLY CLOSURE PLAN (JAN 20 - 21, 2023 2PM-9PM ) RESIDEM & GUEST EXIT T M€ m Ad-Mi MERJ G�P N & raw J,T `LOLD o• 3 0 0 ut42E0 0 y ='0 °° ❑ L D '0 0 0`0 = O❑❑ 1/13/23 o 0�❑° oEXP 6/30/24 0 ■ 58TH AVE AMEXADVANCE WARNING - - RESIDENT RESIDENT RESIDENT PGA BLVD TO SIGN PLACED OUT MONDAY SCALE: NOT TO SCALE DATE MADE: JAN. 16 �- JAN. 20-21 2023 2PM-9PM V#:5 ENTRANCE &GUEST & GUEST & GUEST AVE 54 FFUDAY JAN. 2 N.20 + TRAFFIC DRAWN BY: S.F. 11129/2022 & SATURDAYJAN.21 A EXIT STATIC SIGN MANAGEMENT, INC DROPOFF EXIT EXIT i DETOUR PLAN t� � 2PM �9:OOPM. PLEASE USE MADISON ST EXIT © OFFICE: (213) 747-0215 SHEET N0: CUSTOM CUSTOM CUSTOM A+TRAFFIC MANAGEMENT INC, 2022 -2023. ALL RIGHTS RESERVED 1 LEGEND: OTRAFFIC DETAILS ENTRANCE DROPOFF A+ TRAFF I C Traffic Control Services Equipment Rentals MANAGEMENT, INC Permits & Consulting Traffic EnaineerinR O w O z z w to w *(HAC) = HIDE AWAY CLUB *(JNB) = JACK NICKLAUS BLVD DETAIL SHEET# LOCATION Q 6 AVE 52 / JEFFERSON ST 0 7 JEFFERSON ST / HAC O3 8 JEFFERSON ST / AVE 54 0 9 AVE 54 / SHUTTLE LOT 0 10 AVE 54 / JEFFERSON ST Os 11 PETE DYE / PGA BLVD 7O 12 PETE DYE 0 13 PGA BLVD / ISLEWORTH Q 14 PGA BLVD / SIGNATURE WY 10 15 PGA BLVD / JNB 11 16 PGA BLVD / SPANISH BAY 12 17 AVE 54 / MADISON ST 13 18 ENTRY GATE / MADISON ST 14 19 WEISKOPF / MADISON ST 1s 20 SILVER ROCK WAY 1s 21 AVE 52 / SILVER ROCK WAY 17 22 AVE 50 / EISENHOWER DR 1s 23 CII AZUL & MADISON ST 19 24 58TH AVE / MADISON ST 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. AMEX 1' I SCALE: NOT TO SCALE JAN. 20-21 2023 2PM-9PM V#:5 DATE MADE: A+TRAFFIC DRAWN BY: S.F. 11/2812022 MANAGEMENT, INC PGA WEST FFICE: (213) 747-0215 SHEET N0: ©A+TRAFFIC MANAGEMENT INC, 2022.2023. ALL RIGHTS RESERVED 2 AVE 50 rn rn TI M M Cn O z Cn OAVE 52 1 Vol �• M m m � A z ® •, ) O AVE 54 to 0 a♦ 13 3 D v_ to O z U) FG � Fti �9 �F q AIRPORT BLVD ks, wFiSKOPF a ♦ 1 3 O z 0 M 1 EXF 6 0 24 1/13/23 W N S E LEGEND: ENTRANCE DROPOFF INGRESS ------ W SHUTTLES A+ TRAFFIC MANAGEMENT, INC affic Control Services Equipment Rentals Permits & Consulting Traffic EnaineerinR 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. k TRAFFIC AGEMENT, INC (213) 747-0215 SILVERROCK WAY ACCESS FRIDAY / SATURDAY ONLY 01 /20/23 - 01 /21 /23 AMEX - INGRESS JAN. 20-21,2023 2PM-9PM V#:5 DATE MADE: 1112812022 PGA WEST © SHEET N0:A+TRAFFIC MANAGEMENT INC, 2022.2023. ALL RIGHTS RESERVED 3 rn rn M M Cn Cn z Cn AVE 50 AVE 52 Vol OP Mn n m � A N O Z • AVE 54 N Z O'4L CREEK GATE 1 ACCESS RESIDENTS + GUEST ra� 3 D v to O Z N FG 1 F� O9 �F q AIRPORT BLVD q% GATE 2 ACCESS _�� RESIDENTS + GUEST WFjSKo j PF a 3 O z A O M EXP G/30/24 W 1 /13/23 N S E LEGEND: A+ TRAFF I C Traffic Control Services ENTRANCE DROPOFF � RIDESHARE EGRESS SHUTTLES Equipment Rentals MANAGEMENT, INC Permits & Consulting Traffic EnaineerinR O w 0 z z w to w 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. L FFIC T, INC 7-0215 SILVERROCK WAY ACCESS FRIDAY / SATURDAY ONLY 01 /20/23 - 01 /21 /23 AMEX CALE: NOT TO SCALE JAN. 20-21 2023 2PM-9PM V#:5 DATE MADE: DRAWN BY: S.F. ' 11/2812022 PGA WEST © SHEET N0:A+TRAFFIC MANAGEMENT INC, 2022.2023. ALL RIGHTS RESERVED 4 rn rn TI M 0 z Cn AVE 50 AVE 52 RIDESHARE/TAXI/DOPU ACCESS TO JEFFERSON LOT VIA AVE 54 & JEFFERSON ST 11 0 0 M AVE 54 N Z O'4L CREEK it - 0 a W W N S E Q r 3 v to EGRESS ONLY CLOSURE PLAN Fti O9 (JAN 20 - 21 2023 2PM-9PM AIRPORT BLVD ' ` W F'S,KDpF EXF G/30/24 1 /13/23 LEGEND:� REFL CONE TYPE 2 BARRICADE ENTRANCE DROPOFF 99 CMS CONTROLLABLE MESSAGE SIGN A+ TRAFF I C Traffic Control Services Equipment Rentals MANAGEMENT, INC Permits & Consulting Traffic EnaineerinR O w 0 z z w to w WEEK OUT CMS# FRAME1 FRAME2 JEFFERSON 1/20/23 1 S/O 52 -1/21/23 CLOSED 2PM-9PM JEFFERSON 1/20/23 2 S/O 52 -1/21/23 CLOSED 2PM-9PM JEFFERSON 1/20/23 3 S/O 52 -1/21/23 CLOSED 2PM-9PM EVENT FRAME:2 FRAME:3 4 1/20 - 1/21 JEFFERSON USE 2PM - 9PM CLOSED MADISON WBAVE 54 1/20/23 5 @ CLOSED - 1/21/23 MADISON 2PM - 9PM WBAVE 54 1/20/23 6 @ CLOSED - 1/21/23 MADISON 2PM - 9PM AVE 54 7 CLOSED @ EXPECT MADISON DELAYS EVENT FRAME:2 FRAME:3 8 1/20 - 1/21 JEFFERSON USE 2PM-9PM CLOSED MADISON PGA BLVD 1/20/23 9 CLOSED @ - 1/21/23 AVE 54 2PM-9PM PGA BLVD 1/20/23 10 CLOSED @ - 1/21/23 AVE 54 2PM-9PM EVENT EXPECT 11 1/20 - 1/21 DELAYS 2PM-9PM PGA BLVD 1/20/23 12 CLOSED @ - 1/21/23 AVE 54 2PM - 9PM EVENT FRAME:2 JEFFERSON FRAME:3 USE 13 1/20 - 1/21 CLOSED MADISON 2PM - 9PM L AFFIC ENT, INC 747-0215 N e) �c 2. to Mw im AVE 50 3. R AVE 52 y� H1� � M Mn n M 70 O z V AVE 54 a 1 ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER AMEX TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: CALE: NOT TO SCALE JqN20-21,2023 2PM-9PM . C V#:5 DATE MADE: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE DRAWN BY: S.F. 11/2812022 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN PGA WEST THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL SHEET NO: BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA ©A+TRAFFIC MANAGEMENT INC, 2022.2023. ALL RIGHTS RESERVED 5 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. AIRPORT BLVD 3 O z 0 E m 6. EXP G130124 DAY OF CMS# FRAME1 FRAME2 ACTIVE UNTIL 3PM ACTIVE 3PM - ACTIVE UNTIL 3PM ACTIVE 3PM - EVENT EVENT END THRU EVENT END JEFFERSON RIDESHARE 1 TRAFFIC S/O 52 TRAFFIC LT TURN @ AVE 54 CLOSED USE 52 @ AVE 52 EVENT @ 2 TRAFFIC SILVER RT TURN ROCK WY RIDESHARE RT TURN 3 TAXI / ON PICK UP MADISON ACTIVE UNTIL 3PM ACTIVE 3PM - ACTIVE 3PM - EVENT END RIDESHARE EVENT END NO 4 LEFT ROAD ROAD SIDE TURN CLOSED PICK UPS RIDESHARE RESIDENT 5 / PICK UP ACCESS RT TURN MADISON ACTIVE UNTIL 3PM ACTIVE 3PM - ACTIVE UNTIL 3PM ACTIVE 3PM - EVENT EVENT END ROAD USE EVENT END PICK UP 6 TRAFFIC CLOSED MADISON STRAIGHT @ JEFF. AHEAD «« AHEAD ACTIVE UNTIL 3PM ACTIVE BE GATE 1 EVENT END 7 NEXT CAUTION PREPARED RIGHT EXITING TO STOP TRAFFIC EVENT RIDESHARE 8 LOT P DOPU »» NEXT RT SHUTTLES THRU 9 ONLY TRAFFIC RT LANE LT LANE USE 10 PGA BLVD MADISON CLOSED ACTIVE UNTIL 3PM ACTIVE 3PM BE 11 GATE 2 EVENT END CAUTION PREPARED NEXT EXITING TO STOP RIGHT TRAFFIC SHUTTLES PLEASE 12 APPROACHING WAIT SHORTLY IN QUE ACTIVE UNTIL 3PM ACTIVE 3PM - 13 RIDESHARE EVENT END RIDESHARE DROP OFF RIGHT LT TURN TURN 1 /13/23 TYPE 3 HEAD AD CLOSED A+ TRAFF I C Traffic Control Services REFLECTORIZED D`asED BARRICADE Permilts & Consulting LEGEND. CONE MANAGEMENT, INC W20-3 Traffic Engineering W20-3 EGRESS ONLY CLOSURE PLAN (JAN 20 - 21, 2023 2PM-9PM ) 350' N.T.S. W20-3 , 350' N.T.S. ALL TYPE 3 BARRICADES TO BE WEIGHED DOWN USING SAND BAGS TO PREVENT VEHICLES FROM CROSSING MEDIAN AROUND CLOSURE AMEX - DETAIL 1 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER _ FFIC TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE SCALE: NOT TO SCAL JAN. 20-21 2023 2PM-9PMV#:5 DATE MADE: 11/28/2022 DRAWN BY: S.F. 52 & JEFFERSON ST NT, INCAVE LFICE: CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE 47-0215 STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ©q+TRAFFIC MANAGEMENT INC, 2022.2023. ALL RIGHTS RESERVED SHEET NO:MOST (� a� EXF G/30/24 E * EGRESS ONLY CLOSURE PLAN (JAN 20 - 21, 2023 2PM-9PM ) EXP G130124 w O� a0 wQ� w En 1 /13/23 JEFFERSON ST (50 MPH) 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. U O 4� HIDEAWAY CLUB DR. EVENT TRAFFIC RIDESHARE R11-2 ROAD CLOSED iREFLECTORIZED CONE TYPE 3 BARRICADE r m n EMPTY WATER KRAIL ON BOTH SIDES * EGRESS ONLY CLOSURE PLAN (JAN 20 - 21, 2023 2PM-9PM ) 600' MERGE TAPER N.T.S. JEFFERSON ST (50MPH) JEFFERSON ST (50 MPH) 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 250' SHOULDER TAPER N.T.S. ,, EXF G/30/24 SHUTTLES m WATER KRAIL ARROW TYPE 2 BARRICADE C30 , SC5(CA) EVENT TRAFFIC ® BOARD - R11-2 R3-5(R) R3-2 TYPE 3 m 4 SHERIFF sPEcin�REFLECTORIZED t EVENTRIDESHARE i CONE BARRICADE # & neeno 1 /13/23 TYPE 3 A+ TRAFFIC Traffic Control Services REFLECTORIZED CLOSED Equipment Rentals LEGEND:CONE BARRICADE SHUTTLES RIDESHARE AHEAD VVLO-� MANAGEMENT, INC Permits & Consulting Traffic EnaineerinR k TRAFFIC AGEMENT, INC (213) 747-0215 N RIDESHARE TAXI / DROPOFF PICK UP T.T.N.S.A.T SIGNS POSTED ON BOTH SIDE OF AVE 54 FROM WEST END TO JEFFERSON BLVD FROM 1/16/23 12:01AM - 1/22/23 11: � PRIVATE BUSINESS R11-2 ROAD CLOSED _An1_ �nn AVE 54 ; T.T.N.S.A.T SIGNS POSTED ON BOTH SIDE OF AVE 54 FROM WEST END TO JEFFERSON BLVD FROM 1/16/23 12:01AM - 1/22/22 11:59PM AMEX- DETAIL 4 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER �y TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CALF: NOT TO SCALE JAN. 20-21 2023 2PM-9PM 'S DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: DRAWN BY: S.F. V#11/2812022 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE AVE 54 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE SHEET NO: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL ©A+TRAFFIC MANAGEMENT INC, 2022.2023. ALL RIGHTS RESERVED BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EXF G/30/24 * EGRESS ONLY CLOSURE PLAN 1/13/23 (JAN 20 - 21, 2023 2PM-9PM ) N A+ TRAFFIC ---- J MANAGEMENT, INC J OFFICE: (213) 747-0215 cr- CONTINUES PAGE 8 w--------- CL o * EGRESS ONLY CLOSURE PLAN z < (JAN 20 - 21, 2023 2PM-9PM ) w�a- C) m n cn z �^ c/) 0 n n u W W T.T.N.S.A.T. SIGNS POSTED I � � ON BOTH SIDES OF AVE 54 FROM JEFFERSON BLVD TO MADISON ST -v 2 1/16/23-1/22/23 12:01AM - 11:59PM SHERIFF TO MAINTAIN DUAL LEFT / RIGHT MOVEMENTAT ALL TIMES EMPTY WATER KRAIL ON BOTH SIDES o R3-5(R) D CONE TOP Jit AVE 54 (50 MPH) -0.1 EMPTY WATER KRAIL ON BOTH SIDES LINK CHAIN (PEDESTRIAN PATHING) AMEX- DETAIL 5 1. ALL SIGNS,STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL KALE: NOT TO SCALE JAN20-21 2023 2PM-9PM �i V#'5 DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: DRAWN BY: S.F. . 1112812022 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE AVE 54 & JEFFERSON ST CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE SPIFFY NO: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL ©A+TRAFFIC MANAGEMENT INC, 2022 - 2023. ALL RIGHTS RESERVED 10 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. SHUTTLES JU WATER KRAIL EVENT TRAFFIC ® ARROW TYPE 2 BARRICADE BOARD ----w REFLECTORIZED TYPE 3 RIDESHARE i CONE BARRICADE W EXF G/30/24 R11-2 R3-5(R) C30 R3-2 ti- ROAD t LANE&SHERIFF CLOSEDCLOSED s E 1 /13/23 1 ■ .IIINN IN!N!:N NIIIN.�.-INNINNN•!M!!INN NII!n!! NAlllxl.•.uulnx I@RANI:IIAAAA IiRAAA 1111 10�U - 3_�-,�IIIIAAAq gIAAA411IX1 .i ..... CA C m END PIECE UNFILLED SHUTTLES -DROP OFF/ PICK UP 1-2 1 IR11-2 kA � k4 '*\V R11-2 END PIECE UNFILLED R3-1 AMEX- DETAIL 6 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER FFICDRAWN TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE SCALE: NOT TO SCALE JAN. 20-212023 2PM-9PM V#:5 DATE MADE: 1112812022 BY: S.F. PETE DYE & PGA BLVD NT, INC LCE(2 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE 47-0215 MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ©A+ TRAFFIC MANAGEMENT INC, 2022 - 2023. ALL RIGHTS RESERVED SHEET NO: 11 PGA BLVD * EGRESS ONLY CLOSURE PLAN (JAN 20 - 219 2023 2PM-9PM ) TYPE 3 BARRICADE BIKERACK [CE® SHUTTLES NU WATER KRAIL TYPE 2 II BARRICADE R3-2 R3-1 C30 REFLECTORIZED 4 LANE EVENT CLOSED CONE STAFF EXP G/30/24 1 /13/23 A TRAFF I C Traffic Control Services LANE ROAD „�, ROAD + SPECIAL REFLECTORIZED TYPE 3 `ti CLUSE� CLOSED � �� EVENT EVENT SC5 CA Equipment Rentals ■ CONEPq ONLY CLOSED R11-3A • R3-1 & R3-2 ) MANAGEMENT, INC LEGEND � BARRICADE � STAFF AHEAD Permits &Consulting R3-2 C30 R11-2 R3-5(L) LOCAL TRAFFIC ONLY Traffic Engineering * EGRESS ONLY CLOSURE PLAN (JAN 20 - 219 2023 2PM-9PM ) 0 END PIECE eve 9�- LEFT UNFILLED 100' R11-2 - Q 74' '0 0 -- - ---- - - - � A R11-2 I L END PIECE v ------------ 100, 4 LEFT UNFILLED ci co ti AMEX - DETAIL 7 I' f SCALE:DRA NOTWN BY:: S.F.SE JAN. 20-21 2023 2PM-9PM V#:5 DATE MADE: A+TRAFFIC DRA.F. 1112812022 MANAGEMENT, INC PGA BLVD & PETE DYE TICE: (213) 747.0215 SHEET NO: ©A+ TRAFFIC MANAGEMENT INC, 2022 - 2023. ALL RIGHTS RESERVED 12 TYPE 3 BARRICADE DEPLOYMENT SCHEDULE: THURSDAY 1/19 - SUNDAY 1/22 6AM-6PM FRI DAY 1 /20 - SATU RDAY 1 /21 6AM-9PM EXP G/30/24 -----SC5�CA)--H 100, -- - R3-1 ~ Z G m Z m cn D Z H R3-2 100, SC5(CA) ...- N W E S 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN 1 /13/23 THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. Traffic Control Services REFLECTORIZED �� TYPE 2 TYPE 3 ROAD OAN —1 Equipment Rentals LEGEND: ' CONE BARRICADE BARRICADE CLOSED R11-2 & R3-2 C30SHERIFF FLAGGER Permits & Consulting Traffic Engineering * EGRESS ONLY CLOSURE PLAN i JI:ALE: NU I JI:ALE JAN. 20-21 2023 2PM-9PM V:5 DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: TRAFFIC DRAWN BY: S.F. ' THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE MANAGEMENT, MENT, INC CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN PGA BLVD THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE SHEET NO: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL [F�FIC�E: (213) 747-0215 ©A+ TRAFFIC MANAGEMENT INC, 2022.2023. ALL RIGHTS RESERVED 3 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. N A LEGEND ■ REFLECTORIZED TYPE 2 EGRESS a A+ TRAFFIC Traffic Control Services CONE ~� BARRICADE ° D SHUTTLES � � TRAFFIC FLAGGER Equipment Rentals R MANAGEMENT, INC Permits & Consulting 3-1 R3-2 C30 Traffic Enrrineerin>r * EGRESS ONLY CLOSURE PLAN (JAN 20 - 219 2023 2PM-9PM ) ICI W S 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. AMEX - DETAIL 9 k 1 SCALE: NOT TO SCALE ,IAN. 20-212023 2PM-9PM V#:5 DATE MADE: AFFIC DRAWN BY: S.F. 11128/2022 ENT, INCPGA BLVD & SIGNATURE WAY 747-0215 SHEET N0: ©A+TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED 14 E FRAME 1: FRAME 2: u SIGNA7-URE W Ay EXP G130124 1 /13/23 LEGEND REFLECTORIZED TYPE 2 TYPE 3 = 0 ROAD A+ TRAFFIC ra Ic ontro Services ' � �� �� SHUTTLES EGRESS � ONLV CLOSED Equipment Rentals CONE BARRICADE BARRICADE TRAFFIC FLAGGER MANAGEMENT INC Permits & Consulting R3-5(R) Rif-2 Traffic Enaineerina k TRAFFIC AGEMENT, INC (213) 747-0215 AMEX- DETAIL 10 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CALF: NOT TO SCALE JAN20-212PM-9PM V#'5 DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: DRAWN BY: S.F. . ,2023 11/28/2022 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE JACK NICKLAUS BLVD & PGA BLVD CALIFORNIA MANUAL ONUNIFORM TRAFFIC CONTROLDEVICES.IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE SHEET NO: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL ©A+TRAFFIC MANAGEMENT INC, 2022 - 2023. ALL RIGHTS RESERVED 1 C, BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. p�ABl�p OF06 T �l pS �qp/ *s CU0 N 1 /13/23 EXF G/30/24 CLAN M) N —OWL S TYPE 3 ROAD EGRESS A+ TRAFF I C Traffic Control Services LEGEND ■ REFLECTORIZED CLOSED RESIDENT GUEST/ Equipment Rentals CONE BARRICADE TRAFFIC INBOUND TRAFFIC SCREENER MANAGEMENT, INC Permits & Consulting R11-2 Traffic Engineering EGRESS ONLY CLOSURE PLAN SIGNATURE SpF SIGNATURE RESDIENT / GUEST (JAN 20 - 217 2023 2 P M -9 P M ) RESIDENT �� R R ACCESS OUTBOUND Oct 11 �qY A+ TRAFFIC MANAGEMENT, INC FFICE: (213) 747-0215 INBOUND TRAFFIC FOR LOT D, E, & SIGNATURE RESIDENTS / GUEST SCREENED FOR PGA BLVD ACCESS P�ASZ11D Mq�S��RT0 SF� CUSTO' M C(/STom u FRAME 1: FRAME 2: AMEX- DETAIL 11 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CALF: NOT TO SCALE JAN. 20-21,2023 2PM - 9PM V#:5 DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: DRAWN BY: S.F. 11/10/2022 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE PGA B LVD & SPAN ISH BAY CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE SHEET NO: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL ©A+TRAFFIC MANAGEMENT INC, 2022 - 2023. ALL RIGHTS RESERVED 16 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EXP G130124 1 /13/23 W N S E LEGEND TYPE 2 O4 � 11111, & #0 - SHARE LANE A TRAFF I C REFLECTORIZED �� a° SHERIFF N/11-1 THE w16 1E C20(BIKE MAY SE R4 11 CLOSED + • CONE BARRICADE ROAD "°SE° MANAGEMENT INC aeEao FULL LANE sC5(CA) XAi?n-� C'W1 7-1 W4-2 R3-2 ran R3-1<8> SC11 (BIKE) [7- -0215+ TRAFFIC ANAGEMENT, INC CE: (213) 747 FRAME 1: R3-1 ff]R11-2 J R11-2 AMEX - DETAIL 12 JAN. 20-21,2023 2PM-9PM AVE 54 & MADISON ST V#:5 ©A+TRAFFIC MANAGEMENT INC, 2022.2023. ALL RIGHTS RESERVED SHEET N0: N W E S AVE 54(50MPH) SHERIFF TO MAINTAIN FLOW OF INTERSECTION DD a" 0 v cn u 0 Z cn H --I —L /^ Ul 71. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL DATEMADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: 2 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL 7 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. W4-2(R) W20-5 SC5(CA) f 350' — 350'-350'i :-600' MERGE * EGRESS ONLY CLOSURE PLAN (JAN 20 - 21, 2023 2PM-9PM ) EXP G/30/24 1 /13/23 LEGEND: I REFLECTORIZED CONE TYPE 2 BARRICADE 99 CONTROLLABLE MESSAGE SIGN .4 EXIT RIGHT TO AIRPORT BLVD] W16-1 <8> SHERIFF 1 CUSTOM R3-5(R) R3-4 wit -I W12-1 C30 C20(BIKE) R4-11 SC11 (BIKE) CLOSED EVENT SC5(CA * EGRESS ONLY CLOSURE PLAN (JAN 20 - 219 2023 2PM-9PM ) FRAME 1 FRAME 2: 250'N.T.S.--------* 600'MERGE TAPER N.T.S. 01 > 50' M = j MADISON ST (50MPH) sCil (BIKE)' EXIT RIGHT TO................. AIRPORT BLVD CUSTOM C30(CA) P-3-4 • 350' 245'— 245'— SC5(CA) W26-5(11) W4-2(R wil-i m �n=Now ip ESSIO A 0 > , C 58238 < m civ or CA A+ TRAFFIC EXP 6/30/24 MADISON ST (50MPH) MANAGEMENT, INC AMEX- DETAIL 13 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL 6 SCALE: NOT TO SC V#:5 DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: DRAWN BY: S.F. JAN. 20-21,2023 * POST NO U TURNS AT ALL S13 A+ TRAFFIC 11/2812022 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE MANAGEMENT, INC CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN GATE I MERV GRIFFIN WAY & MADISON ST THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE SHEET NO: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL EXITS. (LEFT TURN POCKETS) TICE: (213) 747-0215 �)A+ TRAFFIC MANAGEMENT INC, 2022 - 2023. ALL RIGHTS RESERVED 18 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA F MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. LEGEND L. REFLECTORIZED F--� TYPE 2 cMs CONTROLLABLE MESSAGE SIGN EXIT RIGHT Tp ONLY 0 0 0 � � 9 <s> ■ CONE BARRICADE AIRPORT BLVD SHERIFF CUSTOM R3-5(R) W16-1 R3-5(L) R3-4 W11-1 * POST NO U TURNS AT ALL SB EXITS. (LEFT TURN POCKETS) k-- -0215 TRAFFIC AGEMENT, INC (213) 747 AMEX - DETAIL 14 CALF: NOT TO SCALE I DRAWN BJAN. 20-21,2023 2PM-9PM V#:5 Y: S.F. MADISON ST & WEISKOPF ©A+TRAFFIC MANAGEMENT INC, 2022.2023. ALL RIGHTS RESERVED SHEET N0: i '(CA) 1 C30(CA) jL A+ TRAFFIC MANAGEMENT, INC 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: 11/2812022 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL 9 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. BIKE � BIKE LANE LANE MAY USE LANE RIGHT LANE SPECIAL �� CLOSED CLOSED CLOSED CLOSEO EVENT AHEAD ] <FULL LANE I AHEAD AHEAD W12-1 C30 C20(BIKE) R4-11 SC11 (BIKE) W4-2(R) W20 5(R) SC5(CA) Ln z m CAUTION EXITING PREI TRAFFIC TO 00' MERGE TAPER N.T.S. 250' N.T.S. *7245'--40; W20-5(R) ; _ TI MADISON ST (50MPH) * EGRESS ONLY CLOSURE PLAN (JAN 20 - 213 2023 2PM-9PM ) * EGRESS ONLY CLOSURE (JAN 20 - 21, 2023 2PM-9PM 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. REFLECTORIZED CONE EVENT TRAFFIC �[y W12-1[ < BO H CUSTOM LANES EXP G/30/24 2 SHERIFF 1 /13/23 O A Traffic Control Services � TYPE 2 cons CONTROLLABLE ROAD � � osEo � /-�+ TRAFFIC Equipment Rentals REFLECTORIZED �� CLOSED � ONLY LEGEND. CONE BARRICADE MESSAGE SIGN SHERIFF EGRESS MANAGEMENT, INC Permits & Consulting R11-2 W1-6 R3-5(R) Traffic Engineering + w _Ake � 4 GP �0 A+ TRAFFIC MANAGEMENT, INC FFICE: (213) 747-0215 F� '� _ 0 0 11 n is w� ii \ \ \ EMPTY WATER KRAIL 60' AMEX- DETAIL 16 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN CALF: NOT TO SCALE . JAN20-21 2023 2PM-9PM �y C V#'5 DATE MADE: 11/2812022 DRAWN BY: S.F. MADISON ST & WEISKOPF THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL SHEET NO: ©A+TRAFFIC MANAGEMENT INC, 2022.2023. ALL RIGHTS RESERVED 21 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. * EGRESS ONLY CLOSURE PLAN (JAN 20 - 21, 2023 2PM-9PM ) EXP 6/30/24 1 /13/23 LEGEND REFLECTORIZED TYPE 2 �� BARRICADE cMs CONTROLLABLE MESSAGE SIGN SHERIFF I ao n o Ra° 0 � EGRESS OG2o-5aP g50 R2-1 wil-1 O W16-1 . ♦ C20(BIKE MAY USE R4-11 FULL LANE ANE ceusED ■ CONE SCll (BIKE) o " r—UKttoto UNLY trLUZOUKL FLAN (JAN 20 - 21, 2023 2PM-9PM ) L O SCS(CA) G20-5aP SPECIAL EVENT SPEED 350' LIMIT D 50 I 245' 245•- R2-1 Z C C20(BIKE �540' - "' BUSES Ln ( W11 li ONLY SC11 (BIKE) c TEMPORARY BUS STOP E SHARE AND EVENT ENTRANCE GLA LOSSED I RTHE OAD W16 1 a F- U CQ c SC5(CA) SANTA ROSA COVE A+ TRAFFIC AMEX - DETAIL 17 MANAGEMENT, INC 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER I SCALE: NOT TO SCU77777JANV#:5 DATE MADE: TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL A+TRAFFIC DRAWN BY: S.F. .2O-21,2O232PM-9PM 11/2812022 CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: MANAGEMENT, INC THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE AVE50 & EISENHOWER DR CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN LFFICE: THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE SHEET NO: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL (213) 747-0215 ©A+TRAFFIC MANAGEMENT INC, 2022.2023. ALL RIGHTS RESERVED 22 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. SC5(CA) W4-2 n 0 O Z r m n T EISENHOWER DR (50MPH) ,�\ EXF G/30/24 1 /13/23 W20-5 LEGEND. �� TYPE 2 R3-4 A+ TRAFFIC Traffic Control Services LREFLECTORIZED Equipment Rentals CONE BARRICADE MANAGEMENT, INC Permits & Consulting Traffic Enaineerin * EGRESS ONLY CLOSURE PLAN (JAN 20 - 219 2023 2PM-9PM ) A+ TRAFFIC MANAGEMENT, INC :FICE: (213) 747-0215 AMEX - DETAIL 18 ALE: NOT TO SCALE DRAWN BY: S.F. JAN. 20-21e 2023 2PM-9PM V#:5 CII AZUL & MADISON ST © SHEET N0:A+ TRAFFIC MANAGEMENT INC, 2022.2023. ALL RIGHTS RESERVED 2 CII AZUL 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: 11/28/2022 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL 3 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 0 0 z 0 2 EXP G130124 1 /13/23 N W E s LEGEND. �� TYPE 2 R3-4 A+ TRAFFIC Traffic Control Services LREFLECTORIZED Equipment Rentals CONE BARRICADE MANAGEMENT, INC Permits & Consulting Traffic Enaineerin A+ TRAFFIC MANAGEMENT, INC :FICE: (213) 747-0215 AMEX - DETAIL 19 ALE: NOT TO SCALE JAN. 20-21 2023 2PM-9PM DRAWN BY: S.F. 58TH AVE & MADISON ST © SHEET N0:A+TRAFFIC MANAGEMENT INC, 2022 - 2023. ALL RIGHTS RESERVED 21IIIIIIII 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: 11/28/2022 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL 4 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. * EGRESS ONLY CLOSURE PLAN (JAN 20 - 219 2023 2PM-9PM ) 58TH AVE (50MPH) EXP G/30/24 1 /13/23 N W E s City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2023-0012 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 ( "" N/A "" ) inches of A.0 surfacing placed on a ( " N/A " ) inch (" N/A " ) aggregate base shall be placed no later than (" N/A ") 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. ENC2023-0012 American Express PGA Golf Tour / Traffic Control / Various Locations; ]Jefferson St, Ave 52, 54, Madison St, Eisenhower Dr, & SilverRock Way 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. 3. 5. N This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. A+ Traffic Management (Alejandro Garibay at (213) 246-9982), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. The permittee shall remove all signs immediately after the completion of the event. Sign removal should be accomplished by the completion of the event by January 23, 2023. 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. 7. Should additional work, materials, or modifications of the work or traffic control be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 8. 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 1st 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 (i.e. any 4 lane street) before 8:30 a.m. nor after 4:30 p.m. 9. 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. Special Conditions Page] of 4 PERMIT NO. ENC2023-0012 American Express PGA Golf Tour / Traffic Control / Various Locations; ]Jefferson St, Ave 52, 54, Madison St, Eisenhower Dr, & SilverRock Way 10. The permittee is responsible for obtaining a valid separate permit from the California Department of Transportation Department (CalTrans), other City, or County jurisdictions if any of the work or traffic control devices extend into the CalTrans, other City, or County right of way. 11. 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. 12. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 13. 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. 14. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. 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. 15. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 16. 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. Special Conditions Page 2 of 4 PERMIT NO. ENC2023-0012 American Express PGA Golf Tour / Traffic Control / Various Locations; ]Jefferson St, Ave 52, 54, Madison St, Eisenhower Dr, & SilverRock Way 17. 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 Contractors State License Number 18. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin on Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 19. 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. 20. 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. 21. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. 22. Access and egress to all local properties shall be maintained at all times. 23. 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. 24. 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. 25. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. No excavation or backfill will be required on this project. Reapply if excavation is required. 26. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: No asphalt work will be required on this project. Reapply if excavation is required. Special Conditions Page 3 of 4 PERMIT NO. ENC2023-0012 American Express PGA Golf Tour / Traffic Control / Various Locations; ]Jefferson St, Ave 52, 54, Madison St, Eisenhower Dr, & SilverRock Way 27. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 28. 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. Special Conditions Page 4 of 4 ATRAFFI-01 CHAWSE ,4coR0 CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDD/YYYY) 1 /17/2023 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 License # OC36861 Thousand Oaks-Alliant Insurance Services, Inc. 325 East Hillcrest Dr Ste 250 Thousand Oaks, CA 91360 CONTACT Marla Howard-Seleman NAME: PHONE FAX (A/C, No, Ext): (A/C, No): ADDRESS: mhoward-seleman@alliant.com INSURERS AFFORDING COVERAGE NAIC # INSURER A:IFG Companies 00000 INSURED INSURER B : American Fire and Casualty Company 24066 INSURER C : Evanston Insurance Company 35378 A+ Traffic Management, Inc. INSURER D : Cypress Insurance Company 10855 3208 Royal Street Los Angeles, CA 90007 INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 DD YYY POLICY EXP MM DD YYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR X 428BG02288-02 4/1/2022 3/1/2023 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES Ea occurrence 100,000 $ MED EXP (Any oneperson) $ PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICYEl PECOT- �X LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ B AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED L NON -OWNED AUTOS ONLY AUTOS ONLY X BAW58588707 4/1/2022 3/1/2023 COMBINED SINGLE LIMIT Ea accident 1,000,000 $ X BODILY INJURY Perperson) $ BODILY INJURY Per accident $ PROPERTY DAMAGE Per accident $ $ C UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE X MKLV7EUL102695 4/1/2022 3/1/2023 EACH OCCURRENCE $ 5,000,000 X AGGREGATE $ 5,000,000 DED RETENTION $ $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A ATWC345962 4/1/2022 3/1/2023 X PER OTH- STATUTE ER 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT 1,000,000 $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Certificate holder is named as additional insured only where required by written contract (except wc) with respects to liability in the performance of your ongoing operations for the additional insured designated at: 55955 Pga Blvd, La Quinta, CA 92253 for a special event on 1/9/2023 through 1/25/2023 only. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of La Quinta Y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 78495 Calle Tampico La Quinta, CA 92253 AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: ATRAFFI-01 LOC #: 1 AFRO ADDITIONAL REMARKS SCHEDULE AGENCY Thousand Oaks-Alliant Insurance Services, Inc. POLICY NUMBER SEE PAGE 1 CARRIER SEE PAGE 1 ,DDITIONAL REMARKS License # OC36861 NAMED INSURED A+ Traffic Management, Inc. 3208 Royal Street Los Angeles, CA 90007 NAIC CODE iEE P 1 EFFECTIVE DATE: THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance COMPLETE EXCESS POLICIES INFORMATION 1st Layer / Primary Excess Evanston Ins. Co. Policy #MKLV7EUL102695 Effective 4/1/22 to 3/1/23 Limit Per Occurrence $5,000,000 Aggregate $5,000,000 2nd Layer Excess Ascot Specialty Ins. Co. Policy #: ESXS2210000184-02 Effective 4/1/22 to 3/1/23 Limit Per Occurrence $5,000,000 Aggregate $5,000,000 Total Excess Limits 2 policies is $10,000,000 Per Occurrence $10,000,000 Aggregate CHAWSE Page 1 of 1 ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (PRIMARY AND NON-CONTRIBUTORY COVERAGE) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS -COMPLETED OPERATIONS LIABILITY COVERAGE PART Schedule Name of Additional Insured Person(s) or Organization(s): All persons or organizations where required by written contract to include them as an additional insured on the policy. A. Who Is An Insured (Section II) is amended to include as an insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. B. With respect to the insurance afforded to the additional insured(s) scheduled above, Paragraph 4. Other Insurance of Section IV - Conditions is deleted and replaced by the following: 4. Other Insurance Notwithstanding other valid and collectible insurance available to the additional insured for a loss we cover under the Coverage Part, this insurance is primary and non-contributory if such claim, loss or liability is due to the sole negligence of the Named Insured. However, this endorsement applies only when you are required by contract, agreement or permit to provide primary and non-contributory coverage for the additional insured, provided such written contract, agreement or permit is fully executed prior to an "occurrence" in which coverage is sought under this policy. IFG-G-0055 01 10 Includes copyrighted material of Page 1 of 1 ISO Properties, Inc., with permission. POLICY NUMBER: 428BG02288-02 COMMERCIAL GENERAL LIABILITY CG20100413 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: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location(s) Of Covered Operations Any person or organization for whom you are performing Any location(s) of your covered operations. operations, but only if you have agreed, in a written contract, to add such person or organization as an additional insured on your policy for that location or part thereof, provided such a written contract is fully executed prior to an 'occurrence" in which coverage is sought under this policy. 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. 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 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 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 2 C. 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 shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. Page 2 of 2 © Insurance Services Office, Inc., 2012 CG 20 10 04 13 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC990410C (Ed. 01-19) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT-CALIFORNIA BLANKET BASIS 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.) The additional premium for this endorsement shall be calculated by applying a factor of 2% to the total manual premium, with a minimum initial charge of $350, then applying all other pricing factors for the policy to this calculated charge to derive the final cost of this endorsement. This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule Blanket Waiver Person/Organization Blanket Waiver — Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. Job Description Waiver Premium (prior to adjustments) All CA Operations 3051.00 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: 04/01/2022 PolicyNo.: ATWC345962 Endorsement No.: Insured: Premium $ Insurance Company: Cypress Insurance Company Countersigned by WC990410C (Ed. 01-19)