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ENC2025-0089
ta Qa�fra 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: 10/8/2025 LOCATION AND CONSTRUCTION: JEFFERSON, AVE 52, 54, MADISON, EISENHOWER & SILVERROCK WAY PURPOSE OF CONSTRUCTION: TRAFFIC CONTROL, DIRECTIONAL SIGNS ON TYPE III BARRICADES, CMS BOARDS; SEE TRAFFIC CONTROL PLANS DESCRIPTION OF CONSTRUCTION: Traffic Control for 2026 American Express Tournament APROXIMATE TIME WHEN WORK WILL BEGIN: 1/14/2026 DATE OF COMPLETION: 1/28/2026 COMMENTS: This encroachment permit is for traffic control/ work within the City's right-of-way or property only 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. 7077 E Marilyn Road Suite 140 Suite Sportfive Golf LLC Tucker Mitchell 140 Scottsdale, AZ 85254 (208) 559-5219 Name of Applicant Business Address Telephone No. 3208 ROYAL STREET LOS A+ TRAFFIC MANAGEMENT INC ANGELES, CA 90007 (213) 747-0215 Name of Contractor 933435 Contractor's License No. HDI Global Applicant's Insurance Company FEES Total: Business Address Telephone No. 12345678 City Business License No. 18LB7214 Policy Number PERMIT NO: ENC2025-0089 DATE ISSUED: 10/29/2025 EXPIRATION DATE: 10/29/2026 BY: Amy Yu If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 10/30/2025 4:2638 PM * DIRECTIONAL SIGNAGE TO BE PLACED 01/09/26 * 1 W N s E RESIDE1 8 GUEST e—Tj F iCt—ilIF]IJi 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. 1 O/8/2 5 c— m m cn m ch I Ay 0 Z m r A * EGRESS ONLY CLOSURE PLAN (JAN 23 - 24, 2026 3PM-9PM ) OPEF LmmlILl 58TH AVE NOTA g HROUGH STREET 7 El F �UV O X3 3n0 a 301S3L 0 O 0 0 N E:lo i 0 0 0 o o o $ m 0 0 N 3 0 00 0 4 o 0 o 0 0 0 Ell 1 11X3 Eno a Z ❑ ❑c ❑ ❑ C ❑ ❑ ❑ o & GUEST [ AMEXADVANCE WARNING RESIDENT SIGN PLACED OUT MONDAY i; x� Fj SCALE: NOT TO SCALE V#:1 DATE MADE: RESIDENT RESIDENT NOT A PGA SLID TO JAN. 09/26 JAN.23-24 20263PM-9PM ENTRANCE &GUEST &GUEST &GUEST AVE54CLOS23 DRAWN BY: S.F. 08/17/2025 THROUGH i .�.,.; I EXIT EXIT EXIT STATIC SIGN AT RDJAN.23 .= I DROPOFF STREET &S2PM.9AOPM. i3 I DETOUR PLAN F PLEASE USE MADISON ST EXIT SHEET NO: CUSTOM CUSTOM CUSTOM CUSTOM EME? �� ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED LEGEND: K W O z z W rn W OTRAFFIC DETAILS 1 *(HAC) = HIDE AWAY CLUB *(JNB) = JACK NICKLAUS BLVD DETAIL SHEET# LOCATION O 6 AVE 52 / JEFFERSON ST O 7 JEFFERSON ST/HAC O3 8 JEFFERSON ST /AVE 54 O 9 AVE 54 / SHUTTLE LOT O5 10 AVE 54 / JEFFERSON ST Q 11 PETE DYE / PGA BLVD O 12 PETE DYE 13 PGA BLVD / ISLEWORTH Qs 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 15 20 SILVER ROCK WAY 16 21 AVE 52 / SILVER ROCK WAY 17 22 AVE 50 / EISENHOWER DR 18 23 CII AZUL & MADISON ST 8 24 58TH AVE / MADISON ST 1 O/8/2 5 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL C 55288 CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: JZ ' C 41, THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE TF CEO CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN OF CAi THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE EXP O/26 MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. tRAF AMEX �/� SCALE: NOT TO SCALE JAN. 23-24 2026 3PM-9PM V#:1 DATE MADE: DRAWN BY: S.F. ' 0811712025 ;y _ t 2 PGA WEST 1GEMEN SHEET NO: ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED '1 ENTRANCE DROPOFF AVE 50 C- m m M Cn O z 1n 1 O AVE 52 1 Vol m m i N z 1 Cl) 1 � ® O AVE 54 fJ1 Z OAL CREEK D 0 WFjsk QpF a "� 14 c� AIRPORT BLVD 3 O z O m W 1 A+ TRAFFIC Traffic Control Services Equ i pment Services I s MANAGEMENT, INC Permits & Consulting Traffic Engineering W N S E LEGEND: ENTRANCE DROPOFF —, INGRESS SHUTTLES A+ TRAFFIC Traffic Control Services Equipment Rentals MANAGEMENT, INC Permits & Consulting Traffic Engineering �G Y SILVERROCK WAY ACCESS FRIDAY / SATURDAY ONLY 01 /23/26 - 01 /24/26 1 O/8/2 5 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 C 58238 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN �%' CIV t` THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE % 0 MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL FOF CA1-�� BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA EXF 0/2G MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. AMEX -INGRESS .ARAF,r� SCALE: NOT TO SCALE V#:1 DATE MADE: o DRAWN BY: S.F. JAN. 23-24,2026 3PM-9PM 0811712025 y �2 PGA WEST ygQEMENIlk, SHEET NO: ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 3 C- IM n IM M Cn O z 1n 1 AVE 50 AVE 52 yC� m n i j v, I z 1 Cl) 1 AVE 54 w o m WB AVE 54 - RESIDENCE CLUB & VIP'S ONLY GATE 1 ACCESS RESIDENTS + GUEST 3 D 0 Cn 0 z AIRPORT BLVD GATE 2 ACCESS RESIDENTS + GUEST wEisK pF a 3 0 z O m y 1 W N S E LEGEND: A+ TRAFFIC Traffic Control Service ENTRANCE DROPOFF RIDESHARE � EGRESS SHUTTLES Equipment Rentals MANAGEMENT, INC Permits & Consulting Traffic Engineering O K W O x z W U) 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. C- IM T IM X RIDESHARE/TAXI/DOPU Cn 0 ACCESS TO JEFFERSON LOT z CA VIA SILVEROCK WAY �r n ,Y SILVERROCK WAY ACCESS FRIDAY / SATURDAY ONLY 01 /23/26 - 01 /24/26 1 O/8/25 AMEX �(RAFp� SCALE: NOT TO SCALE JAN. 23-24,2026 3PM-9PM DRAWN BY: S.F. 'tip PGA WEST gCEMEN ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED V#:1 I DATE MADE: SHEET NO: 4 AVE 50 AVE 52 m T 1 m �A v, O z to 1 AVE 54 we/SkQ pF a AIRPORT BLVD 3 O [7[T Z VY 0 IM CO) 1 N S E * EGRESS ONLY CLOSURE PLAN I (JAN 23 - 24, 2026 3PM-9PM ) LEGEND . � REFL CONE RIZED TYPE BARRICADE ENTRANCE DROPOFF 99 CMS CONTROLLABLE MESSAGE SIGN A+ TRAFFIC Traffic Control Services Equipment Rentals MANAGEMENT, INC Permits & Consulting Traffic Engineering 0 w W 0 z z w in WEEK OUT CMS# FRAME1 FRAME2 JEFFERSON 1/23/26 1 S/O 52 - 1 /24/26 CLOSED 3PM-9PM JEFFERSON 1/23/26 2 S/O 52 - 1 /24/26 CLOSED 3PM-9PM JEFFERSON 1/23/26 3 S/O 52 - 1 /24/26 CLOSED 3PM-9PM EVENT FRAME:2 FRAME:3 4 1/23 - 1/24 JEFFERSON USE 3PM - 9PM CLOSED MADISON WB AVE 54 1/23/26 5 @ CLOSED - 1/24/26 MADISON 3PM - 9PM WB AVE 54 1/23/26 6 @ CLOSED - 1/24/26 MADISON 3PM - 9PM AVE 54 FRAME:2 FRAME:3 7 CLOSED W/O USE 01/23/26 MADISON MADISON -01/24/26 ENTRANCES 3PM-9PM ACCESS FRAME:2 FRAME:3 8 TO PGA W 01/23-01/24 USE CLOSED 3-9PM MADISON PGA BLVD 1/23/26 USE 9 CLOSED @ - 1/24/26 MADISON AVE 54 3PM-9PM TO EXIT PGA BLVD 1/23/26 USE 10 CLOSED @ - 1/24/26 MADISON AVE 54 3PM-9PM TO EXIT EVENT EXPECT 11 1/23 - 1/24 DELAYS 3PM - 9PM PGA BLVD 1/23/26 USE 12 CLOSED @ - 1/24/26 MADISON AVE 54 3PM - 9PM TO EXIT EVENT FRAME:2 JEFFERSON FRAME3 USE 13 1/23 - 1/24 CLOSED MADISON 3PM-9PM uN AVE 50 1. SW3 M n M m A N O z 3. U AVE 52 8. SWO -1 H1� .• cMls 4. / T i m i m Cn 191 i z i AVE 54 AMEX 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL PIRA F��O SCALE: NOT TO SCALE �y DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: JAN. 23-24 2026 3PM-9PM V#'1 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE DRAWN BY: S.F. 0811712025 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN U PGA WEST THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL y gGEMEN� SHEET NO: BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 5 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. AIRPORT BLVD F--� 11. 9 O z z O m 6. [fll 1 0/8/2 5 DAY OF CMS# FRAME1 FRAME2 FRAME3 FRAME4 EVENT OTHERS RIDESHARE 1 ONLY USE ENTER AT S/O 52 MADISON SLVRROCK EVENT/ @ 2 RIDESHARE SILVER RT TURN ROCK WY RIDESHARE LT TURN 3 TAXI / ON PICK UP SLVERROCK 4 FRAME1 RESIDENCE 5 CLUB PASSES ONLY ACTIVE UNTIL 3PM ACTIVE 3PM - ACTIVE UNTIL 3PM ACTIVE 3PM - EVENT EVENT ROAD END USE EVENT END 6 TRAFFIC CLOSED MADISON @ JEFF. AHEAD «« ACTIVE UNTIL 3PM ACTIVE 3PM - EVENT END BE GATE 1 7 NEXT CAUTION PREPARED RIGHT EXITING O STOP T TRAFFIC EVENT RIDESHARE 8 LOT P USE »» SILVER SHUTTLES THRU 9 ONLY TRAFFIC RT LANE LT LANE PGA BLVD USE 10 CLOSED MADISON ACTIVE UNTIL 3PM ACTIVE BE 11 GATE 2 EEVENND CAUTION PREPARED NEXT EXITING TO STOP RIGHT TRAFFIC SHUTTLES PLEASE 12 APPROACHING WAIT SHORTLY IN QUE FRAME1 13 RESIDENCE CLUB UTURN AT JEFF LEGEND . � REFL CONE RIZED A+ TRAFFIC MANAGEMENT, INC affic Control Service Equipment Rentals Permits & Consulting Traffic Engineering * EGRE; (JAN u 1 0/8, Q�pEES! J f C 58. j4r CN For C EXP AMEX - DETAIL 1 SCALE: NOT TO SCALE JAN. 23-24 2026 3PM-9PM V" DRAWN BY: S.F. AVE 52 & JEFFERSON ST ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED SHEET NO 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 0811712025 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 6 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. E r � z U * EGRESS ONLY CLOSURE PLAN 0 TAPER IN PLACE UNTIL Q AVE 52 FULL CLOSURE (JAN 23 - 24, 2026 3PM-9PM) ��� ESTIMATE BPM R11-2 JEFFERSON ST (50 MPH) �i ------� u u u L L u u cn m m W O wmL7 HIDEAWAY CLUB DR. 600' N.T.S. MERGE TAPER 500' N.T.S-500'N.T.S-500'N.T.S JEFFERSON ST (50 MPH) SCS(CA)! W20-5(R) W4-2(R) ILL O� Q _0 W Of W 10/6/25 U) _ �QpESS EY A. J >D C 58238 �r�rF F CA LEGEND exP /zs ROAD i - CLOSED TYPE 3 REFLECTORIZED ARROW R11-2 BARRICADE CONE BOARD AMEX, DETAIL 2 ,SRA CONFORMTOTRIPESTESTE ITIONS,BARRICA ES AND FOLLOWING EVENT TRAFFIC f� SCALE: NOT TO SCALE V#;1 DATE MADE: TRAFFICCONTROL DEVICESAND THEIR INSTALLATION SHALL # 4# DRAWN sv: S.F. JAN. 23-24,20263PM-9PM 0 8 I1 TI20E5 CONFORM TO THE ALIFOR IA STANDARD SPECIFICATIONS, AND THE DOCUMENTS: � THE STATE OF CALIFORNIA STANDARD SPECIFICATION$, AND THE I II CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. SHERIFF SILVER ROCK WAY THE EVENT OF CON FLICT BETWEEN THESE TWO DOCUMENTS, THE TYPE 2 �QEMEM SHEET NO: MOST STRINGENT REQUIREMENT SHALLAPPLY. SIGN SIZES SHALL SCS CA C30CA W20-5(R) W4-2(R) ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 7 BE THOSE SHOWN AS "STANDARD", OR LARGER IN THE CALIFORNIA RIDES HARE ( ) ( ) BARRICADE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. MIN —a ♦1 CONETOP\TnJ otnn IOTA EMPTY WATER KRAIL ON BOTH SIDES 1 O/8/2 5 EMPTY WATER KRAIL ON BOTH SIDES. *KRAIL FLEXIBILITY TO ALLOW PLAYER ENTRY/ EXIT ON EVENT DAYS a �l SHERIFF TO MAINTAIN DUAL LEFT /RIGHT MOVEMENT AT ALL TIMES SHERIFF TO ALLOW RESIDENCE CLUB OU-TURN WHEN SAFE T CONNEE TOP N.T.S. SC5lCA * EGRESS ONLY CLOSURE PLAN (JAN 23 - 249 2026 3PM-9PM ) 600' MERGE TAPER N.T.S. 250' SHOULDER TAPER N.T.S. JEFFERSON ST (50MPH) ADD CONES 50' - 100' INTO EXIT DRIVEWAY TO QUE CARS JEFFERSON ST (50 MPH) 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER SHUTTLES m WATER KRAIL TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE EVEN TRAFFIC ARROW ® F� TYPE 2 BARRICADE C30 SC5 CA R3-2 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN BOARD - R11-2 R3-5(R) THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA REFLECTORIZED i TYPE 3 ROAD 0 LANE SHERIFF SVECWL EVENT CLOSED AHEAD M MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. RI DESHARE CONE BARRICADE CLOSED ONLY r-� mo mn --i r LEGEND • REFLECTORIZED TYPE 3 CLOSED A+ TRAFF I C Traffic Control Service SHUTTLES � RIDESHARE HEAD W20-3quipment Rentals • CONE BARRICADE MANAGEMENT, INCI NC Permits & Consulting Traffic Engineering W 1 O/8/2 5 N S E T.T.N.S.A.T SIGNS POSTED ON PRIVATE BUSINESS i i i RIDESHARE TAXI / DROPOFF PICK UP SHUTTLE, i BOTH SIDE OF AVE 54 FROM WEST END TO JEFFERSON BLVD FROM 01/05/26 12:01AM - 01/26/26 11:59PM AVE 54 ; T.T.N.S.A.T SIGNS POSTED ON BOTH SIDE OF AVE 54 FROM WEST END TO JEFFERSON BLVD FROM 01/05/26 12:01AM - 01/26/26 11:59PM RA -: �----�� AMEX- DETAIL 4 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THEAVE 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. SCALE: NOT TO SCALE BAN. 23-24,2026 3PM-9PM V#:1 DATE MADE: 0811712025 DRAWN BY: S.F. 54 ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED SHEET NO: 9 * EGRESS ONLY CLOSURE PLAN (JAN 23 - 243 2026 3PM-9PM ) L11 �o w 0Q 2i C CD 1 O/6/2 5 CONTINUES PAGE 8 _ A u EMPTY WATER KRAIL ON BOTH SIDES ARAF AMEX - DETAIL 5 P �i�, SCALE: NOT TO SCALE JAN. 23-24 2026 3PM-9PM DRAWN BY: S.F. e AVE 54 & JEFFERSON ST gr+EMEN ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED u L u * EGRESS ONLY CLOSURE PLAN (JAN 23 - 245 2026 3PM-9PM ) T.T.N.S.A.T. SIGNS POSTED ON BOTH SIDES OF AVE 54 FROM N W E S - JEFFERSON BLVD TO MADISON ST - 01 /05/26 -01 /26/26 12:01 AM - 11:59PM ; R3.5(R) CONE TOP . . . . . . . . . . . . . . RESIDENCE HAVE CLUB UTURN PLACARDS QJEFF READY LINK CHAIN (PEDESTRIAN PATHING) 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL DATE MADE: V#:1 CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: 08117/2025 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 SHEET NO: 1 O MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. SHUTTLES m WATER KRAIL ® ARROW EVENT TRAFFIC BOARD ----w A REFLECTORIZED RIDESHARE i CONE AVE 54 (50 MPH) CUSTOM I I TYPE 2 BARRICADE RfTYPE 3 BARRICADE CUSTOM RESIDENTS KEEP LEFT R11-2 R3-5(R) CLOSEDROAD ONLY C30 R3-2 ti- SHERIFF :LOS CUSTOM W20_So?J wa_2(R G G G G G G G G G G G G GIG G G G A % C30(CA) 250' 250' 100' N.T.S. -q 250'-SHOULDER 245' N.T.S. TAPER MERGE TAPER 2 PCS WATERKRAIL PGA STAGED FOR PGA STAFF WEST .RAF AMEX DRAWN BY: S.F. P �i�, scJAN. 23-24,2026 3PM-9PM DRAWN PGA BLVD & PGA WEST 74. �? 40imo" ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED DATE MADE: SHEET NO: 11 1 O/8/2 5 PGA BLVD LEGEND RIGHT LAN CLOSED AHEA � to r I SC5(CA) C30(CA) W20-5(R) W4-2(R) TYPE 2 BARRICADE ® MEN= TYPE 3 REFLECTORIZED ARROW WATER BARRICADE CONE BOARD KRAIL I vn cad END PIECE UNFILLED n �2��Rll-2 IR11-2 SHUTTLES -DROP OFF/ PICK UP 1 O/8/25 AMEX - DETAIL 6 SCALE: NOT SCALE DRAWN BY:: S.F. JAN. 23-24,2026 3PM-9PM PETE DYE & PGA BLVD ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED Fri R3-2 74'� o m 0 m k_� �_=4 k4 '**,\V R11-2 END PIECE UNFILLED 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL DATE MADE: V#:1 CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: 08/1712025 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 SHEET NO: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL 1 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. PGA BLVD * EGRESS ONLY CLOSURE PLAN (JAN 23 - 24, 2026 3PM-9PM ) TYPE 3 BARRICADE BIKERACK SHUTTLES m WATER KRAIL TYPE 2 II BARRICADE R3-2 R3-1 C30 REFLECTORIZED ® 4 EVENT I CONE STAFF LEGEND • REFLECTORIZED TYPE 3 I`ti CLOSED CLOSED 0 ROAD SPECIAL A+ TRAFFIC Traffic Control Services �: EVENT Equipment Rentals ONLY STAFF LOCLOSEDCAL TRAFFIC ONLY R11-M R3-1 R3-2 "T SC5(CA) • CONE BARRICADE ""�1D MANAGEMENT, INC Permits & Consulting R3-2 C30 R11-2 R3-5(L) Traffic Engineering C m * EGRESS ONLY CLOSURE PLAN 100, z m (JAN 23 - 243 2026 3PM-9PM) R3-1 - Cl) D V1 R11- R11 1� R3-2 100, SC5(CA)...... O END PIECE �,�'� '? LEFT UNFILLED rev �l F 100, R11"2 74 'o e Ca) R11-2 P, G END PIECE O LEFT UNFILLED xtRAFp� o �+CEMENT AMEX - DETAIL 7 SCALE: NOT TO SCALE JAN. 21-25,2026 3PM-9PM DRAWN BY: S.F. PGA BLVD & PETE DYE ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED TYPE 3 BARRICADE DEPLOYMENT SCHEDULE: 2 WEDNESDAY 1/21, THURSDAY 1/22 & SUNDAY 1/25 6AM-6PM V#;1 1 DATE MADE: SHEET NO: 13 10/8/25 FRI DAY 1 /23 - SATU RDAY 1 /24 6AM-9PM 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 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. o Traffic Control Services TYPE 2 TYPE 3 ROAD CLAN Equipment Rentals REFLECTORIZED F---IPermits LEGEND: � CONE BARRICADE BARRICADE � R11-2 R3-2 CLOSED C30 T SHERIFF FLAGGER CLOSED Traffic E giineertiing * EGRESS ONLY CLOSURE PLAN N (JAN 23 - 24, 2026 3PM-9PM ) W E S �RAF16,` AMEX - DETAIL 8 DN BY: SCALE: NOT : S.F. SCALE JAN. 23-24,2026 3PM-9PM 3 RAW ; J. PGA BLVD 4` EMEN J ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED J 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL V#.1 DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: 08/17/2025 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 SHEET N0: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL A A I �F BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. LEGEND ■ REFLECTORIZED TYPE 2 EGRESS - A+ TRAFF I C Traffic Control Services • CONE ~i BARRICADE SHUTTLES TRAFFIC FLAGGER Equipment Rentals 1! MANAGEMENT, INC Permits &Consulting R3-1 R3-2 C30 Traffic Engineering * EGRESS ONLY CLOSURE PLAN (JAN 23 - 24, 2026 3PM-9PM ) 1►1 Mil S * INGRESS STAFF TO SIGNATURE COMMUNITY ALLOWED THROUGH WITH SIGNATURE PARKING PASS* 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 SCALE: NOT TO SCALE V#:1 DATE MADE: DRAWN BY: S.F. JAN. 23-24,2026 3PM-9PM j P p 1 i 08/17/2025 PGA BLVD & SIGNATURE WAY y\EMS N� % SHEET NO: Gi a� ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 15 E 1 0/8/2 5 FRAME 2: 0 7 0 L O IT SWO CARS WITH PLAYER CREDENTIALS ALLOWED DOWN PGA BLVD SIGNATURE W C� ECTO EGRESS LEGEND. ,L REFLCO ERIZED �� BARRICADE BARRICADE °-D SHUTTLES TRAFFIC 0 ROAD CLOSED RIGHT LANE SPECIAL FLAGGER ONLY CLOSED W20-5(R) AHEAD SC5(CA) R3-5(R) R11-2 2(R) W1-6 I * CARS WITH PLAYER CREDENTIALS ALLOWED DOWN PGA BLVD 1 O/6/25 AMEX - DETAIL 10 .ARAF�� SCALE: NOT TO SCALE �/#;� P n DRAWN BY: S.F. JAN.23-24,2026 3PM-9PM JACK NICKLAUS BLVD & PGA BLVD 9 � y4CEMEN� SHEET NO: ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 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: 0811712025 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 16 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. * EGRESS ONLY CLOSURE (JAN 23 - 249 2026 3PM-9PM ATRAFF I C irarTlc cont ORI bt rvlces + Equipment Renta I s TrafE netingMANAGEMENT, INCfic giieri Tqp RNT/NG /V. T FNT 8S' Sy TgpFR� �S 250, N.T.S. 250, N• T S. ��_ 25p, w4.2(R) ;'' N. T. S. W20-5(R) is (CA),., E TYPE 3 ROAD — EGRESS A+ TRAFF I C Traffic Control Services REFLECTORIZED CLOSED Equipment Rentals LEGEND. ,L CONE Pf BARRICADE TRAFFIC SCREENER MANAGEMENT, INC Permits & Consulting R11-2 Traffic Engineering SIGNATURE RESIDENT OUTBOUND SpF WHISPERROCK ONE WAY R Ro EGRESS ONLY Ck � � qY MgpT��RTp SF� CUSTO M BMW/ TOUR PLAYER VEHICLES SIGNATURE GATE, LOT E, & RESIDENCE CLUB ALLOWED TO PASS 1 0/8/25 %(RAF,�� .` Q 0 )) 1 E. Mf AMEX - DETAIL 11 SCALE: NOT TO SCALE JAN. 23-24,2026 3PM - 9PM DRAWN BY: S.F. PGA BLVD & SPANISH BAY ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL V#:1 DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: 08/1712025 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 SHEET NO: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA 17A MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. Lq * EGRESS ONLY CLOSURE PLAN (JAN 23 - 24, 2026 3PM-9PM ) * CARS WITH PLAYER CREDENTIALS ALLOWED DOWN PGA BLVD W N S E TYPE 2 O �y O ♦ SHARE e""E A+ TRAFF I C 9PECUL BIKE LEGEND ■ � REFLECTORIZED �� � � SHERIFF (j w11-1 THE W16-1 LAKE C20(BIKE MAY USE R4-11 CLOSED MANAGEMENT INC CLOSED BARRICADE ROAD AHEAD FULL LANE SC11 (BIKE) ■ CONE SC5(CA) W20-5 CW12-1 W4-2 R3-2 C30 R3-1 ' N w E W4-2(R) W20-5 SC5(CA) y. FRAME 1: m f 350' — — 350' — — 350'i U L. RESIDENCE s YCLUB TURNu I I I --------------- <== RIGHTN U 33 i -600' MERGE TAPER R3-1,=, AVE 54 (50 MPH) 11-2 d 11-2 IL 4 1 0/8/25 AMEX - DETAIL 12 .IRA Fp� SCALE: NOT TO SCALE DRAWN BY: S.F. JAN. 23-24,2026 3PM-9PM AVE 54 & MADISON ST gQEME� ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED SHERIFF TO MAINTAIN FLOW OF INTERSECTION n v 0 z --I CJ1 O Z 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL V#.1 DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: 0811712025 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 SHEET NO: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL 1 Q BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA v MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. * EGRESS ONLY CLOSURE PLAN (JAN 23 - 249 2026 3PM-9PM ) CMS EXIT RIGHT SHARE ANE BANE LEGEND: REFLECTORIZED ~� To 0 �L CLDSED CLOSED MAY USE CONE TYPE 2 AIRPORT BLVD THE W16 1 ONLY AHEAD FULL LANE CONTROLLABLE <s> ROAD BARRICADE MESSAGE SIGN SHERIFF CUSTOM R3-5(R) R-�-4 W1 1 -1 W12-1 C30 C20(BIKE) R4-11 BIKE LANE CLOSED SC11 (BIKE) CLOSED R3-5(R) ----------- ►=+ 1 50' EXIT RIGHT TO ----- AIRPORT BLVD CUSTOM uLu�� R3-2 11 1 O/8/2 5 * EGRESS ONLY CLOSURE PLAN AMEX -DETAIL 13 .IRA F,oi SCALE: NOT TO SCALE V#:l DRAWN BY: S.F. JAN. 23-24,2026 3PM-9PM GATE 1 MERV GRIFFIN WAY & MADISON S gGEMbN SHEET NO: [TA, TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED (JAN 23 - 249 2026 3PM-9PM ) 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: 0811712025 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE T 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 1 ^ BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA 9 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. CAUTION EXITING TRAFFIC FRAME 2: 250' N.T.S r,opP N.T.S. 350'� 350' A MADISON ST (50MPH) * POST NO U TURNS AT ALL SB EXITS. (LEFT TURN POCKETS) LEGEND: L REFLECTORIZED CMS EXIT RIGHT �� ■ CONE TYPE CONTROLLABLE ��$!! AIRPORT BLVD ONLY BARRICADE MESSAGE SIGN SHERIFF Dz_� CUSTOM R3-5(R) W16-1 R3-5(L) 113-4 W11-1 * POST NO U TURNS AT ALL SB EXITS. (LEFT TURN POCKETS) ti C30(Cg) O30(Cg) 0 �u �u C30 1 O/8/25 R3-5(R) A+ TRAFFIC MANAGEMENT, INC AMEX- DETAIL 14 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER x�RAF,�i SCALE: NOT TO SCALE �py DATE MADE: TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL �✓c JAN. 23-24,2026 3PM-9PM Vm'1 CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: DRAWN BY: S.F. 0811712025 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN 9 `2 MADISON ST & WEISKOPF THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL gGEMEN� SHEET NO: BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 20 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. LANE I � USE LANE SPECIALMAY RIGHT LANECLOSED � FULL LANE CLOSED CLOSED EVENT I AHEAD AHEAD I � > C30 C20(BIKE) R4-11 SC11 (BIKE) W4-2(R) W20-5(R) SC5(CA) FRAME 2: 600' MERGE TAPER N.T.S. 250' N.T.S. MADISON ST (50MPH) SC11 (BIKE)' 350' vvv 245' SC5(CA) W4-2(R) �245' W20-5(R) W 11-1 R4-11 I� II 7i.■#Aa 4 r20(BIKE)II 9 n D W O G m G) MADISON ST (50MPH * EGRESS ONLY CLOSURE PLAN (JAN 23 - 24, 2026 3PM-9PM ) 1 0/8/25 * EGRESS ONLY CLOSURE PLAN (JAN 23 - 249 2026 3PM-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. RIDESHARE ...' SHUTTLES/ EVENT TRAFFIC REFLECTORIZED CREDENTIALS ICI W12-1 CONE �i ® I SHERIFF LEGEND REFLECTORIZED H TYPE 2 cons CONTROLLABLE EGRESS CONE BARRICADE 99 MESSAGES IGN SHERIFF RIDESHARE SHUTTLES/ CREDENTIALS o ROAD &0* 0 N A+ TRAFF I C ONLY ONLY R11-2 W1-6 R'A_, Rq-i C30 R3-5(R) R3-5(L) MANAGEMENT, INC 1 0/8/25 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. w * EGRESS ONLY CLOSURE PLAN (JAN 23 - 249 2026 3PM-9PM ) 1 ll SVEEo SPECIAL G20-5aP SHARE LANE LEGEND. REFLECTORIZED �� TYPE cons CONTROLLABLE SHERIFF �Il 40 O O wii-i THE W16-1 O C20(BIKE NAUSE R4-11 CLOSED BARRICADE MESSAGE SIGN EGRESS ANC ANEW R2-1 ROAD FULL LANE CONE SC11 (BIKE) �nia-� scs(cA) W20-5 W3-5 1 0/8/25 oo O SC5(CA)*==r G20-5aP � SPECIAL D EVENT C T245'-�� Z y C : C20(E 4 540' — m u, w11 L BUSES CD F TEMPORARY BUS STOP ONLY SC11BIKE (BIKE)LANE I SHAR AND EVENT ENTRANCE cLoseo THE W16 1 C7 I ROAD II a u u u u O U CQ SCS(CA) CIRIAMEX - DETAIL17 SCALE: NOT TO SCALE JAN. 21-25 2026V#:1 DRAWN BY: S.F. AVE 50 & EISENHOWER DR SHEET N0: ti�r� ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 2 SANTA ROSA COVE A+ TRAFFIC MANAGEMENT, INC 1, ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER DATE MADE: TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL 0811712025 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 3 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. W4-2 W20-5 EISENHOWER DR (50MPH) t SC5(CA) 350' W3- INGRESS/EGRESS CLOSURE PLAN (JAN 21 - 25, 2026) LEGEND. REFLECTORIZED �� TYPE 2 R3-4 A+ TRAFF I C Traffic Control Service CONE MANAGEMENT, INCEquipment Rentals BARRICADE Permits &Consulting Traffic Engineering * EGRESS ONLY CLOSURE PLAN (JAN 23 - 247 2026 3PM-9PM ) 1 0/6/25 04 AMEX - DETAIL 18 SCALE: NOT TO SCALE DRAWN BY: S.F. JAN. 23-24,2026 3PM-9PM CII AZUL & MADISON ST ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED CII AZUL 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL V#:1 DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: 0811712025 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 SHEET NO: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL 2 A BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA �F MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. N W E S LEGEND. REFLECTORIZED �� TYPE 2 R3-4 A+ TRAFF I C Traffic Control Service CONE MANAGEMENT, INCEquipment Rentals BARRICADE Permits &Consulting Traffic Engineering 1 0/8/25 xtRA. y gGEMEN� AMEX - DETAIL 19 SCALE: NOT TO SCALE JAN. 23-24,2026 3PM-9PM DRAWN BY: S.F. 58TH AVE & MADISON ST ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL V#:1 DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: 0811712025 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 SHEET NO: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA 25 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. * EGRESS ONLY CLOSURE PLAN (JAN 23 - 247 2025 3PM-9PM ) 58TH AVE (50MPH) N W E S City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2025-0089 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 ('/4") 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 %") 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. 2. 93 N PERMIT NO. ENC2025-0089 American Express Golf Tournament / 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: 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. Sportfive Golf LLC (Tucker Mitchell) and /or A+ Traffic Management (Tony Tolentino at (213) 494-7154), 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 19, 2025. 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. 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 (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 1 of 4 PERMIT NO. ENC2025-0089 American Express Golf Tournament / 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 § I (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, 5t' 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. ENC2025-0089 American Express Golf Tournament / 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 c. 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. ENC2025-0089 American Express Golf Tournament / 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 -----'N ATRAFFI-01 CHAV% ACORO CERTIFICATE OF LIABILITY INSURANCE FDATE 10/29/2025 Y) 10/29/2025 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 CONTACT Marla Howard-Seleman NAME: Thousand Oaks-Alliant Insurance Services, Inc. PHONE FAX 325 East Hillcrest Dr Ste 250 (A/C, No, Ext): (A/c, No): Thousand Oaks, CA 91360 ADMDRESS: mhoward-seleman@alliant.com INSURED A+ Traffic Management, Inc. 3208 Royal Street Los Angeles, CA 90007 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 TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD MM/DD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR 428BG02288-05 X 2/1/2025 2/1/2026 DAMAGE TO RENTED PREMISES Ea occurrence 100,000 $ MED EXP (Anyoneperson) $ PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PE � LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ OTHER: B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident 1,000,000 $ X BODILY INJURY Perperson) $ ANY AUTO X CF3CA00316-251 2/1/2025 2/1/2026 BODILY INJURY Per accident $ OWNED SCHEDULED AUTOS ONLY AUTOS P OPER-ent AMAGE $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY C UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 X AGGREGATE $ 5,000,000 EXCESS LIAB CLAIMS -MADE X MKLV7EUL105177 2/1/2025 2/1/2026 DIED I I RETENTION $ $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y N ANY PROPRIETOR/PARTNER/EXECUTIVE FMand tory in NH) EXCLUDED? N / A ATWC658941 2/1/2025 2/1/2026 PER OTH- X 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 / 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: La Quinta Country Club, 77-750 Avenue 50, La Quinta, CA 92253 for a special event on January 19-25, 2026 only. Primary and non-contributory applies per attached endorsement General Liability Blanket Waiver of Subrogation applies per attached endorsement Workers Compensation Waiver of Subrogation applies per attached endorsement # WC000313 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 ENM ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CHAWSE / 1 ACORD AGENCY CUSTOMER ID: ATRAFFI-01 LOC #: 1 ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY License # OC36861 NAMED INSURED Thousand Oaks-Alliant Insurance Services, Inc. 3Traffic Management, Inc. 208 Royal Street Los Angeles, CA 90007 POLICY NUMBER EE PAGE 1 CARRIER NAIC CODE EE PAGE 1 SEE P 1 EFFECTIVE DATE: SEE PAGE 1 ADDITIONAL REMARKS 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 #: MKLV7EUL105177 Effective 2/1/25 to 2/1/26 Limit Per Occurrence $5,000,000 Aggregate $5,000,000 2nd Layer Excess Ascot Specialty Ins. Co. Policy #: ESXS2410000184-05 Effective 2/1/25 to 2/1/26 Limit Per Occurrence $5,000,000 Aggregate $5,000,000 3rd Layer Excess Endurance American Specialty Inc. Co. Policy #: ELD30074476701 Effective 2/1/25 to 2/1/26 Limit Per Occurrence $10,000,000 Aggregate $10,000,000 Total Excess Limits 3 policies is $20,000,000 Per Occurrence $20,000,000 Aggregate ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER: 428BG02288-05 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) Locations 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 POLICY NUMBER: 428BG02288-04 COMMERCIAL GENERAL LIABILITY CG 20 37 04 13 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 Person(s) Or Organization(s) Location And Description Of Completed Operations Any owner, lessee or contractor with whom you have Any and all of your completed operations. agreed, in a written contract, that such person or organization should be added as an additional insured on your policy, provided such 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" or "property damage" caused, in whole or in part, by "your work" 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 shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 37 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 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: 428BG02288-05 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: Any person or organization with whom you have agreed, in a written contract to waive the transfer of rights of recovery against others to us, provided such written waiver is fully executed prior to an 'occurrence" in which coverage is sought under this policy. I Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products -completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 © Insurance Services Office, Inc., 2008 Page 1 of 1 0 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 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: 02/01/2025 PolicyNo.: ATWC658941 Endorsement No.: Insured: Premium $ Insurance Company: Cypress Insurance Company Countersigned by WC990410C (Ed. 01-19)