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ENC2024-0125
CALIFORNIA 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: 12/13/2024 LOCATION OF 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: The American Express Golf Tournament and Concert Series 2025 APPROXIMATE TIME WHEN WORK WILL BEGIN: 12/30/2024 DATE OF COMPLETION: 01/20/2025 COMMENTS: This encroachment permit is for traffic control/ work within the CitV'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. Sportfive Golf LLC Tucker Mitchell Name of Applicant A+ TRAFFIC MANAGEMENT INC Name of Contractor 933435 Contractor's License No. HUB International Applicant's Insurance Company FEES TOTAL: 7077 E Marilyn Road Suite 140 Suite 140, Scottsdale, (208) 559-5219 AZ 85254 Business Address 3208 ROYAL STREET, LOS ANGELES, CA 90007 Business Address LIC-0109581 City Business License No. 18LB6211 Policy Number PERMIT NO: ENC2024-0125 Telephone No. (213) 747-0215 Telephone No. DATE ISSUED: 01/07/2025 EXPIRATION DATE: 01/07/2026 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 S GUEST EXIT c- m m cn m co)0 r� 9 1 VV S 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. 1 1 0/ 1 7/24 C 11X3 15300 4 . 1N3GIS3L * EGRESS ONLY CLOSURE PLAN (JAN 17 - 18, 2025 3PM-9PM ) RESIDENT &GUEST EXIT -im. 0'0 1 0 0 N o 0 iA m r o 0 V D A 3 O 00 D D 0 OLD RANCH 1 n 0 o TRAIL a 58TH AVE a v z 8 GUEST 000000000� oLL o; �oa000000000 ` o ����00000000 1� H ❑ ❑ ❑ ❑ o 0 0 0 0 AMEXADVANCE WARNING 1'1 SCALE: NOT TO SCALE V#:1 DATE MADE: RESIDENT RESIDENT RESIDENT PGA BLVD TO SIGN PLACEDJA. 13 MONDAY +TRAFFIC DRAWN BY: S.F. JAN. 17 18, 2025 3PM-9PM 08/17/202a ENTRANCE &GUEST &GUEST &GUEST FREDAYJAN.ID7 AGEMENT, INC DROPOFF E�T EXIT EXIT STATIC SIGN ASATURDAY JAN. 18 DETOUR PLAN t� 2PM -SE USE PLEASE USE MADISON ST EXIT [F�FICE:(213)747.0215 SHEET N0: cusroM cusroM cusroM ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED LEGEND: G w O z Z W y w *(HAC) = HIDE AWAY CLUB *(JNB) = JACK NICKLAUS BLVD DETAIL SHEET# LOCATION 0 6 AVE 52 / JEFFERSON ST 2O 7 JEFFERSON ST / HAC O3 8 JEFFERSON ST / AVE 54 O 9 AVE 54 / SHUTTLE LOT Q5 10 AVE 54 / JEFFERSON ST 0 11 PETE DYE / PGA BLVD 0 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 1a 19 WEISKOPF / MADISON ST 15 20 SILVER ROCK WAY 1s 21 AVE 52 / SILVER ROCK WAY 17 22 AVE 50 / EISENHOWER DR 18 23 CII AZUL & MADISON ST 19 24 58TH AVE / MADISON ST OTRAFFIC DETAILS N m A Y 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 k 1 SCALE: NOT TO SCALE JAN.17-1820253PM-9PM V#:1 DATE MADE: AFFIC DRAWN BY: S.F. '08/1712024 ENT,INC PGA WEST 747.0215 SHEET NO: ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 2 ENTRANCE DROPOFF AVE 50 C- M T m A w O z w 1 OAVE 52 1 Vol m n m A O . z to ® •, O AVE 54 U1 Z OAL CREEK Pw Ei3 s O 3 a v O z Cn F O O9�F 9 AIRPORT BLVD 11 10 �Q WE7SkQPF a � 1 u 3 O z O M y 1 A+ TRAFFIC Traffic Control Services Equipment Rentals MANAGEMENT, INC Permits & Consulting Traffic Ena i neer i nR W 10/17/24 f ROV ESSI oQ. C 58— — } CIVIL 0�?• QF CALIF N S E LEGEND: ENTRANCE DROPOFF - INGRESS ► SHUTTLES A+ TRAFF I C Traffic Control Services Equipment Rentals MANAGEMENT, INC Permits & Consulting Traffic Enslneerina SILVERROCK WAY ACCESS FRIDAY / SATURDAY ONLY 01/17/25 - 01/18/25 10/17/24 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 - INGRESS I' 1 SCALE: NOT : SCALE JAN. 17-18 2025 3PM-9PM A+TRAFFIC DRAWN BY: S.F. � MANAGEMENT, INC PGA WEST V#:1 I DATE MADE: C- M T M m A w O z (n 1 AVE 50 AVE 52 Vol m T n m N i O Z Cn • AVE 54 U1 2 OAL CREEK WBAVE 54- RESIDENCE CLUB & VIP'S ONLY GATE 1 ACCESS RESIDENTS + GUEST a♦ 3 D v O z Cn FL � Fti O9 �F 9 AIRPORT BLVD GATE 2 ACCESS RESIDENTS + GUEST wF'Sk OPP a W N S E FFICE: (213) 747.0215 I ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED SHEET NO: 3 LEGEND: A+ TRAFF I C Traffic Control Services ENTRANCE DROPOFF ----- W RIDESHARE EGRESS SHUTTLES Equipment Rentals MANAGEMENT, INC Permits & Consulting Traffic Enslneerina w AVE 50 G w O z z W � y m W T m A RIDESHARE/TAXI/DOPU o ACCESS TO JEFFERSON LOT z VIA SILVEROCK WAY I �F A SILVERROCK WAY ACCESS FRIDAY / SATURDAY ONLY 01/17/25 - 01/18/25 10/17/24 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 I' f SCALE: NOT : SCALE JAN. 17-18,2025 3PM-9PM A+TRAFFIC DRAWN BY: S.F. MANAGEMENT, INC PGA WEST V#:1 I DATE MADE: AVE 52 -k C� m 1 T m �A O z CA AVE 54 0 Jy� us �o U m `'V,-'S,KQPF j 3 D 1z Cn AIRPORT BLVD z z z VV 0 m ca N S E * EGRESS ONLY CLOSURE PLAN I (JAN 17 -18, 2025 3PM-9PM ) FFICE: (213) 747.0215 I ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED SHEET NO: 4 LEGEND . � REFL CONE RIZED TYPE BARRICADE ENTRANCE DROPOFF 99 CMS CONTROLLABLE MESSAGE SIGN A+ TRAFF I C Traffic Control Services Equ i pment Rentals MANAGEMENT, INC Permits & Consulting Traffic EnRineerina G w 0 z z w to w WEEK OUT CMS# FRAME1 FRAME2 JEFFERSON 1/17/25 1 S/O 52 - 1/18/25 CLOSED 3PM-9PM JEFFERSON 1/17/25 2 S/O 52 - 1/18/25 CLOSED 3PM-9PM JEFFERSON 1/17/25 3 S/O 52 - 1/18/25 CLOSED 3PM-9PM EVENT FRAME:2 FRAME 4 1/17 - 1/18 JEFFERSON USE 2PM - 9PM CLOSED MADISON WBAVE 54 1/17/25 5 @ CLOSED - 1/18/25 MADISON 3PM - 9PM WB AVE 54 1/17/25 6 @ CLOSED - 1/18/25 MADISON 3PM - 9PM AVE 54 7 CLOSED @ EXPECT MADISON DELAYS ACCESS FRAME:2 FRAME3 8 TO PGA W 01/17-01/18 USE CLOSED 2-9PM MADISON PGA BLVD 1/17/25 USE 9 CLOSED @ - 1/18/25 MADISON AVE 54 3PM - 9PM TO EXIT PGA BLVD 1/17/25 USE 10 CLOSED @ - 1/18/25 MADISON AVE 54 3PM - 9PM TO EXIT EVENT EXPECT 11 1/17 - 1/18 DELAYS 2PM - 9PM PGA BLVD 1/17/25 USE 12 CLOSED @ - 1/18/25 MADISON AVE 54 3PM - 9PM TO EXIT EVENT FRAME:2 JEFFERSON FRAME:3 USE 13 1/17 - 1/18 CLOSED MADISON 2PM-9PM AMEX 1' I SCALE: NOT : SCALE JAN. 17-18 2025 3PM-9PM F RAFFIC DRAWN BY: S.F. , , I NT, INC PGA WEST FFICE: (213)FFICE: (213) 747.0215�©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED C- M T m X Ch O z rn AVE 50 3. U AVE 52 y6*1 H1� � EcEp 4. m T T � m C rn O z AVE 54 rr 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: V#: 1 DATE MADE: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE 08/17/2024 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 SHEET NO: BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA 5 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 3 D v O z w AIRPORT BLVD sw� 11. 1 /7/25 I� 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 D USE EVENT END 6 TRAFFIC CLOSED MADISON @ JEFF. AHEAD «« ACTIVE UNTIL 3PM ACTIVE 3PM - END BE GATE 1 EVENT 7 NEXT CAUTION PREPARED RIGHT EXITING TO STOP TRAFFIC EVENT RIDESHARE 8 LOT P USE »» SILVER SHUTTLES THRU 9 ONLY TRAFFIC RT LANE LT LANE USE 10 PGA BLVD MADISON CLOSED ACTIVE UNTIL 3PM ACTIVE BE 11 GATE 2 END EVENT CAUTION PREPARED NEXT EXITING TO STOP RIGHT TRAFFIC SHUTTLES PLEASE 12 APPROACHING WAIT SHORTLY IN QUE FRAME1 13 RESIDENCE CLUB UTURN AT JEFF TYPE 3 LEGEND ■ .L REFL CONE RIZED M BARRICADE A+ TRAFFIC Traffic Control Services Equipment Rentals MANAGEMENT, INC Permits & Consulting Traffic Ena i neer i nR W20-3 * EGRESS ONLY CLOSURE PLAN (JAN 17 - 18, 2025 3PM-9PM ) u 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 AFFIC 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. 17-18 2025 3PM-9PM ' V# 1 DATE MADE: 08/1712024 DRAWN BY: S.F. AVE 52 & JEFFERSON ST ENT, INC kFICE: CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE 747.0215 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. ALL RIGHTS RESERVED $HEFT NO: (�` v C— M In m X 0 Z 0 -I .-. C37 O 10/17/24 W 1) I� S E 10/17/24 * EGRESS ONLY CLOSURE PLAN (JAN 17 - 18, 2025 3PM-9PM ) w o� m= ¢� ww w Tn HIDEAWAY CLUB DR. 600' N.T.S. MERGE TAPER 500' N.T.S. 500'N.T.S. 500'N.TS JEFFERSON ST (50 MPH) 1. ALL SIGNS,STRIPES, DELINEATORS, BARRICADES AND OTHER EVENT TRAFFIC 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, INTHECALIFORNIA RIDESHARE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. LLLLLLLL EMPTY WATER KRAIL ON BOTH SIDES. *KRAIL FLEXIBILITY TO ALLOW PLAYER ENTRY/ EXIT ON EVENT DAYS * EGRESS ONLY CLOSURE PLAN (JAN 17 - 183 2025 3PM-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. SHUTTLES m WATER KRAIL ARROW �� TYPE 2 BARRICADE C30 SC5 CA EVENT TRAFFIC ® BOARD - R11-2 R3-5(R) R3-2I ----w REFLECTORIZED TYPE 3 ROAD LANE SHERIFF SPECIAL RIDESHARE -a CONE BARRICADE CLOSED ONLY CLOSED A�xEno TYPE 3 A+ TRAFF I C Traffic Control Services REFLECTORIZED CROSED Equipment Rentals LEGEND CONE BARRICADE SHUTTLES RIDESHARE HEAD W20-� MANAGEMENT, INC Permits&Consulting Traffic Ena i neer i nR W N S 10/17/24 E T.T.N.S.A.T SIGNS POSTED ON BOTH SIDE OF AVE 54 FRO PRIVATE BUSINESS R11-2 � ROAD � CLOSED AVE 54 M- 1�.�>•��:�.�yLei>►��i����!Z� � : ��:�yL�7��1>'�\�I���:Z�7t•\.�11��r��l�ww�1�111������7��:���1�7�:Z�]��ii�aK��7f�Zlif���7�I:1>,\Q�ZIf���7P•F"il�ii�']��� AMEX- DETAIL 4 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER 6 TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: SCALE: NOT TO SCALE JAN. 17-18 2025 3PM-9PM V#'1 DATE MADE: DRAWN BY: S.F. AFFIC 08/1712024 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE AVE 54 ENT, INC LFFICE: 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 $HEFT NO: 747.0215 ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED BE THOSE SHOWN AS' STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. RIDESHARE TAXI / DROPOFF PICK UP * EGRESS ONLY CLOSURE PLAN (JAN 17 - 189 2025 3PM-9PM ) 1 /7/25 A+ TRAFFIC MANAGEMENT, INC OFFICE: (213) 747-0215 R3-2 III CONTINUES PAGE 8 w........ ............... -- la- o 0 w0Q 2U6-17 L IyII 1 1" 111M H w <� w 0 0 0 D 1,I D D u EMPTY WATER KRAIL ON BOTH SIDES AMEX - DETAIL 5 JAN. 17-18,2025 3PM-9PM AVE 54 & JEFFERSON ST ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED * EGRESS ONLY CLOSURE PLAN (JAN 17 - 18.9 2025 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 - 12/30/24-1 /20/25 12:01 AM - 11:59PM ; R3-5(R) CONE TOP AVE 54 (50 MPH) CUSTOM u, II C30(CA) R3-2I CUSTOM RESIDENCE HAVE CLUB UTURN PLACARDS @JEFF READY LINK CHAIN (PEDESTRIAN PATHING) 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: 08117/2024 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 JU WATER KRAIL ® ARROW EVENT TRAFFIC BOARD REFLECTORIZED RIDESHARE i CONE CUSTOM RESIDENTS KEEP LEFT H TYPE 2 BARRICADE R11-2 R3-5(R) C30 R3-2 = TYPE 3 BARRICADE ROAD CLOSEDcLoseD LANE�SHERIFF t W2p_S(R) G C30(CA) 250' 250' 100' N.T.S. 250'--" -SHOULDER 245' N.T.S. TAPER MERGE TAPER PGA WEST 10/17/24 IC30(CA) PGA BLVD LEGEND SPECIAL LANE EVENT RIGXT LAN CLOSED AXFAD CLOSED AHEAD I SC5(CA) C30(CA) W20-5(R) W4-2(R) TYPE 2 BARRICADE TYPE 3 REFLECTORIZED BARRICADE ARROW BOARD CONE PGA BLVD ^ G u G G^ G p 1� R3-2 C30(CA) I� u u R3-2 TI L PASSING LANE END PIECE UNFILLED 400' R11-2 SHUTTLES -DROP OFF/ PICK UP Z 1-2 -0 rn 0 rn R3-1 w �4 w '*\V R11-2 * EGRESS ONLY CLOSURE PLAN (JAN 15 - 205 2025 3PM-9PM ) 10/17/24 TYPE 3 BARRICADE CHM BIKERACK [L=® SHUTTLES m WATER KRAIL 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: T TYPE 2 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE I I BARRICADE R3-2 R3-1 C30 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 "STANDARD", n REFLECTORIZED LANE CLOSED EVENT I BE THOSE SHOWN AS OR LARGER, IN THE CALIFORNIA CONE STAFF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. TYPE 3 � aNE ROAD 0 ROAD A+ TRAFFIC Traffic Control Services CLOBEU SPECIAL MANAGEMENT, INC Permits & Consulting LEGEND REFLECTORIZED CLOSED EVENT Equipment Rentals CONE BARRICADE ONLY STAFF CLOSED R11-3A R3-1 R3-2 AHEAD SC5(CA) R3-2 C30 R11-2 R3-5(L) LOCAL TRAFFIC ONLY Traffic Engineering * EGRESS ONLY CLOSURE PLAN (JAN 17 - 189 2025 3PM-9PM ) 10/17/24 0 END PIECE c„V� 'V LEFT UNFILLED10 R 100, �\ Ft11-2 74'' c rn L Q END PIECE LEFT UNFILLED �012 100, U Co AMEX - DETAIL 7 DRAWN I' I SCNOT E JAN.15-20,2025 3PM-9PM A+TRAFFIC DRAWN BY:: S.F. S.F. MANAGEMENT, INC PGA BLVD & PETE DYE TICE: (213) 747-0215 ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED V#:1 1 DATE MADE: SHEET N0: 13 OyV TYPE 3 BARRICADE DEPLOYMENT SCHEDULE: WEDNESDAY 1/15, THURSDAY 1/16 & SUNDAY 1/19 6AM-6PM FRI DAY 1 /17 - SATU RDAY 1 /18 6AM-9PM C m 100, Z m R3-1 iZ-A- N U) ------------------------- D < R11-21t R11- 2 R 11-2'Z `--- - 1;4R3-2 100, SC5(CA) ..... r-4....... N NV 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. I Traffic Control Services LEGEND: REFLECTORIZED H BARRICADE BARRTYPE 2 PCADE E 3ROAD R11-2 R3-2 CLOSED C30SHERIFF LAN n FLAGGER Equipment Rentals Permits & Consulting CONE CLOSED Traffic Engineering * EGRESS ONLY CLOSURE PLAN N (JAN 17 -18) 2025 3PM-9PM16\,x ) W +SE � I I AMEX - DETAIL 8 I' ( SCALE: NOT TO SCALE JAN. 17-18,2025 3PM-9PM A+ TRAFFIC DRAWN BY: S.F. MANAGEMENT, INC PGA BLVD TICE: (213) 747-0215 ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED R3-2 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: 17 2 24 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 `F 14 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. REFLECTORIZED �� TYPE 2 a aN D SHUTTLES 0 & EGRESS FLAGGER LEGEND. ,L CONE BARRICADE L05 TRAFFIC R3-1 R3-2 C30 _ -do \ * EGRESS ONLY CLOSURE PLAN (JAN 17 - 189 2025 3PM-9PM ) V 10/17/24 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 f SCALE: NOT TO SCALE JAN. 17-18 2025 3PM-9PM V#�� DATEMADE: AFFIC DRAWN BY: S.F. 08/1712024 ENT,INC PGA BLVD & SIGNATURE WAY 747.0215 SHEET NO: ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 15 E FRAME 1: FRAME 2: L A+ TRAFFIC MANAGEMENT, INC * CARS WITH PLAYER CREDENTIALS ALLOWED DOWN PGA BLVD SIGNATURE WAV affic Control Services Equipment Rentals Permits & Consulting Traffic Ena i neer i nR REFLECTOTYPE 2 TYPE 3 Ea:ED ... 4M. EGRESS LEGEND:,L CONERIZED BARRICADE M BARRICADE SHUTTLES TRAFFIC 0 ROAD CLOSED RIGHT LANE EVENT P.EC .1A L PEAL -E.-' FLAGGER W20-5(R) nA... SC5(CA) R3-5(R) R11-2 2(R) W1-6 I CARS WITH PLAYER CREDENTIALS ALLOWED DOWN PGA BLVD 1 011 7124 L6 - SCALE: NOT TO SCALE I AMEX - DETAIL 10 v#:1 A+ TRAFFIC DRAWN JAN.17-18,2025 3PM-9PM MANAGEMENT,INC atill JACK NICKLAUS BLVD & PGA BLVD FIFICE: (213) 747.0215 1 ©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: 08/1712024 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 16 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EGRESS ONLY CLOSURE PLAN (JAN 17 - 185 2025 3PM-9PM ) 11ITTIC uoniroi mrvices A+ TRAFFIC Equipment Rentals MANAGEMENT, INC lermits & Consulting Traffic Engineering Tqp Rv 1-6 TS p AtDE . 2 so '4- TS. 250, N. L 25o, a VV4-2(R) N.T. S. VV20-5(R) pp SC5(QA).--,- TYPE 3 ROAD EGRESS A+ TRAFF I C Traffic Control Services REFLECTORIZED CLOSED � Equipment Rentals LEGEND. ,L CONE BARRICADE TRAFFIC SCREENER MANAGEMENT, INC Permits&Consulting R11-2 Traffic EnaineerinR IN/Sp SIGNATURE F SIGNATURE RESDIENT / GUEST RESIDENT �� R R ACCESS OUTBOUND OC qy INBOUND TRAFFIC FOR LOT D, E, & SIGNATURE RESIDENTS / GUEST SCREENED FOR PGA BLVD ACCESS J10 Qovo �x AMEX - DETAIL 11 I' 1 SCALE: NOT SCALE JAN. 17-18,2025 3PM - 9PM A+TRAFFIC DRAWN BY:: S.F. MANAGEMENT, INC I PGA BLVD & SPANISH BAY FFICE: (213) 747.0215 I ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED p�ABI!/p��\ FTpp SFp $T c�SToM FRAME 2: 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER �I TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL VfF.1 DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: 08/1712024 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. �j * EGRESS ONLY CLOSURE PLAN (JAN 17 - 183 2025 3PM-9PM ) CARS WITH PLAYER CREDENTIALS ALLOWED DOWN PGA BLVD W N S 10/17/24 E LEGEND REFLECTORIZED TYPE 2 O �y 105 - SHARE a Ln"E A+ TRAFF I C ' F- HEAD SHERIFF W11-1 THE W16-1 cwsio C20(BIKE MAY USE R4-11 CLOSED CONE BARRICADE ROAD ^"� FULL LANE MANAGEMENT, INC sC5(CA) W2(l-5 CW1 2-1 W4-2 R3-2 C3In R3-1<8> SC11 (BIKE) RESIDENCE CLUB TURN <_= RIGHT i� � dO1S dO1S dOIS min 1 - III - 1 /7/25 AMEX - DETAIL 12 I' f SCALE: NOT SCALE JAN. 17-18 2025 3PM-9PM A+TRAFFIC DRAWN BY:: S.F. , MANAGEMENT, INC I AVE 54 & MADISON ST FFICE: (213) 747.0215 I ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED n W 0 H v 0 z cn Q N W E S AVE 54 (50 MPH) SHERIFF TO MAINTAIN FLOW OF INTERSECTION 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: 08/17/2024 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 18A MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. W4-2(R) W20-5 SC5(CA) 350' 350' 350'i .-600' MERGE TAPE G® L ai 11 �i L� a �l * EGRESS ONLY CLOSURE PLAN (JAN 17 - 187 2025 3PM-9PM ) . CMS EXIT RIGHT 0 © O O LEGEND: REFLECTORIZED I ----I ro IT CLOSEDoseoW16-1 ONLY AHEADCONE TYPE 2 CONTROLLABLE BARRICADE MESSAGE SIGN SHERIFF R3-2 CUSTOM R3-5(R) R3-4 W11-1 W12-1 C30 C20(BIKE) R4-11 BIKE LANE <R> CLOSED < > SC11 (BIKE) W4-2(R) W20-5(R EVENT AHEAD SC5(CA R3-5(R) — 1--------------------- --- I 50' EXIT RIGHT TO--------- - ----------- H AIRPORT BLVD CUSTOM i ����ooebono T u R3-2Win �II 1 /7/25 * EGRESS ONLY CLOSURE PLAN (JAN 17 - 18, 2025 3PM-9PM ) AMEX - DETAIL 13 I' f SCALE: NOT : SCALE JAN. 17-18,2025 3PM-9PM V#:1 A+TRAFFIC DRAWN BY: S.F. MANAGEMENT, INC GATE I MERV GRIFFIN WAY & MADISON S FFICE: (213) 747.0215 SHEET N0: ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 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: 0EI17/2024 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 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. FRAME 1 L FRAME 2: 250' N.T.S 350'� • 350' 245' 245'� ;; i '4t W20-5(R) A Ti MADISON ST (50MPH) * POST NO U TURNS AT ALL SB EXITS. (LEFT TURN POCKETS) EXIT RIGHT SHARE ANE BANE LBANE SPECIAL ■ THE MAY USE RIGHT LANE TO �y CLOSED CLOSED EVENT cLoseo o� Lv ROAD AHEAD FULL LANE AHEAD LEGEND IAIRPORT BLVD O I A EAD D.1-, CUSTOM R3-5(R) W16-1 R3-5(L) R3-4 W11-1 W12-1 C30 C20(BIKE) R4-11 SC11 (BIKE) W4-2(R) W20-5(R) SC5(CA) REFLECTORIZED ~i CMS ' CONE TYPE 2 CONTROLLABLE BARRICADE MESSAGE SIGN SHERIFF * POST NO U TURNS AT ALL SB EXITS. (LEFT TURN POCKETS) 1 /7/25 EXF' G/30/2G A+ TRAFFIC MANAGEMENT, INC AMEX- DETAIL 14 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER r SCALE: NOT TO SCALE JAN. 17-18 2025 3PM-9PM V#'1 DATE MADE: TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: AFFIC DRAWN BY: S.F. ° 08/17/2024 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE ENT, INC MADISON ST & WEISKOPF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE T NO: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL 747.0215 ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED •fo L BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. c i CAUTION I EXITING PREI TRAFFIC TO 600' MERGE TAPER N.T.S. 250' N.T.S. �rL 245' 245' W4-2(R) W20-5(R) W 11-1 R4-11 II II.TI%A14F.1 C20(BIKE)II C) 2 D O m MADISON ST (50MPH * EGRESS ONLY CLOSURE PLAN (JAN 17 - 18, 2025 3PM-9PM ) * EGRESS ONLY CLOSURE PLAN 18, 2024 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 EVENT TRAFFIC SHUTTLES/ REFLECTORIZED CREDENTIALS W12-1 CONE 9 W6-4 i SHERIFF CTO TYPE 2 331- LEGEND ■ REFL CO ERIZED �� BARRICADE cons M MESSAGE SIGN SHERIFF EGA RIDESHARE SHUTTLES/ CREDENTIALS CLOSED &04 off' oti A+ TRAFF I C R11-2 W1-6 Rz_, Ql�-1 r3n R3-5(R) R3-5(L) MANAGEMENT, INC C'lI G r * EGRESS ONLY CLOSURE PLAN S (JAN 17 - 189 2025 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. 10/17/24 LEGEND ■ REFLECTORIZED �� TYPE 2 cons CONTROLLABLE SHERIFF I 4UOG20-SaP O SHARE o osEo ■ � T � W11-1 THE C20 BIKE rnAvusE BARRICADE MESSAGE SIGN EGRESS ��o RA��o R2-1 ROAD W16-1 O ( a R4 11 CONE FUU LANE SCll (BIKE) %nia-? scs(cn) W?0-5 W3-5 10/17/24 W C 1111 m H 0 ER IL O H 2 U Q G20-5aP SPE 540' BUSES ONLY SCll (BIKE) TEMPORARY BUS STOP BIKE AND EVENT ENTRANCE ® ciQ"sEo 0 0 El��L"E� I n SANTA ROSA COVE '-?--FFI 245' 245'- i Z y C C20(BIKE y W 114 � O o SHARE � NArusE R4-11 �. THE W164 Fuu ANE ----<*> SCS(CA) A+ TRAFFIC AMEX - DETAIL 17 MANAGEMENT, INC SCALE: NOT TO SCALE JAN. 15-20 2025 `,DATE Y#'1�8��7�2�24 MADE: I'ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL AFF� DRAWN BY: S.F. CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: ENT, INC kFFICE: AVE50 & EISENHOWER DR 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 747.0215 ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED SHEET NO: 23 MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EISENHOWER DR (50MPH) Z W20-5 SC5(CA) INGRESS/EGRESS CLOSURE PLAN (JAN 15 - 205 2025) LEGEND ■ REFLECTORIZED H TYPE 2 R3-4 A+ TRAFF I C Traffic Control Services CONE MANAGEMENT, INCEquipment Rentals BARRICADE Permits &Consulting Traffic Ena i neer i nR * EGRESS ONLY CLOSURE PLAN (JAN 17 - 18, 2025 3PM-9PM ) 0 Cn 0 z U) 0 U CII AMEX- DETAIL 18 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: SCALE: NOT TO SCALE JAN. 17-18 2025 3PM-9PM V#'1 DATE MADE: DRAWN BY: S.F. AFFIC 08/1712024 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CII AZU L & MADISON ST ENT, INC kFICE: 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 $HEFT NO: 747.0215 ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 24 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 10/17/24 LEGEND ■ REFLECTORIZED H TYPE 2 R3-4 A+ TRAFF I C Traffic Control Services CONE MANAGEMENT, INCEquipment Rentals BARRICADE Permits &Consulting Traffic Ena i neer i nR * EGRESS ONLY CLOSURE PLAN (JAN 17 - 183 2025 3PM-9PM ) D E Cn H 0 Z 5 W VJ V 1 W H 10/17/24 58TH AVE (50MPH) AMEX - DETAIL 19 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER FIC TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE SCALE: NOT TO SCALE JAN. 17-18 2025 3PM-9PM V#:1 DATE MADE: 0$I17I2024 DRAWN BY: S.F. 58TH AVE & MADISON ST T, INC LE(12 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESETWO DOCUMENTS, THE .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. ALL RIGHTS RESERVED $HEFT NO: 25 10 & GUEST EXIT c- m m cn m co)0 r� 9 1 VV S F. 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 11X3 1S3G08 . 1N3GIS3L * EGRESS ONLY CLOSURE PLAN (JAN 17 - 18, 2025 3PM-9PM ) RESIDENI S GUEST EXIT -im. 0'0 1 0 o N o 0 --I m r o 0 V D A 3 O 00 D D OLD RANCH 1 0 n (] 0 o TRAIL a 58TH AVE a v z 8 GUEST 000000000� oLL o; �oa000000000 ~ o ����00000000 1� H ❑ ❑ ❑ ❑ o 0 0 0 0 AMEXADVANCE WARNING 1'1 SCALE: NOT TO SCALE V#:1 DATE MADE: RESIDENT RESIDENT RESIDENT PGA BLVD70 SIGN PLACED OUT MONDAY TRAFFIC DRAWN BY: S.F. JAN. 13 AN. 17-18, 2025 3PM-9PM aannzoza ENTRANCE &GUEST &GUEST &GUEST AVE 14 FRI AY JAN.17 AGEMENT, INC DROPOFF EXIT EXIT EXIT STATIC SIGN SSATURDAY JAN. 18 DETOUR PLAN t� 2PM -SU USE PLEASE USE MADISON ST EXIT [F�FlCtE:(213)747.0215 SHEET N0: cusroM cusroM cusroM ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED '� LEGEND: G w O z z W to w *(HAC) = HIDEAWAY CLUB *(JNB) = JACK NICKLAUS BLVD DETAIL SHEET# LOCATION 0 6 AVE 52 / JEFFERSON ST 2O 7 JEFFERSON ST / HAC O3 8 JEFFERSON ST / AVE 54 0 9 AVE 54 / SHUTTLE LOT Q5 10 AVE 54 / JEFFERSON ST 0 11 PETE DYE / PGA BLVD 0 12 PETE DYE Q 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 1a 19 WEISKOPF / MADISON ST 15 20 SILVER ROCK WAY 1s 21 AVE 52 / SILVER ROCK WAY 17 22 AVE 50 / EISENHOWER DR 18 23 CII AZUL & MADISON ST 19 24 58TH AVE / MADISON ST OTRAFFIC DETAILS N m A '1414- Y 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 k 1 SCALE: NOT TO SCALE JAN.17-1820253PM-9PM V#:1 DATE MADE: AFFIC DRAWN BY: S.F. '08/17/2024 ENT, INC PGA WEST 747.0215 SHEET NO: ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 2 ENTRANCE DROPOFF AVE 50 C- M T m A CA O z 10 1 OAVE 52 1 Vol m T M A O . z to ® •' O AVE 54 U1 Z OAL CREEK ro v O D W 0 G Ei3 3 a v w O z Cn F O O9�F 9 AIRPORT BLVD 11 10 KQPF a � 1 u 3 O z M O M to 1 A+ TRAFFIC Traffic Control Services Equipment Rentals MANAGEMENT, INC Permits & Consulting Traffic Ena i neer i nR W N S E LEGEND: ENTRANCE DROPOFF INGRESS ------► SHUTTLES A+ TRAFFIC MANAGEMENT, INC affic Control Services Equipment Rentals Permits & Consu I t i ng Traffic Ensineerina SILVERROCK WAY ACCESS FRIDAY / SATURDAY ONLY 01/17/25 - 01/18/25 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. AMEX - INGRESS 1' 1 SCALE: NOT : SCALE JAN. 17-18 2025 3PM-9PM A+TRAFFIC DRAWN BY: S.F. � MANAGEMENT, INC PGA WEST V#:1 I DATE MADE: C- M T M m A CA O Z 10 1 AVE 50 AVE 52 Vol m T T m N i O Z Cn • AVE 54 U1 Z OAL CREEK WBAVE 54- RESIDENCE CLUB & VIP'S ONLY GATE 1 ACCESS RESIDENTS + GUEST a♦ 3 D v w O z Cn Fti O9 �F 9 AIRPORT BLVD GATE 2 ACCESS RESIDENTS + GUEST wF'Sk OPP a 3 O z A O m Cn 1 W N S E FFICE: (213) 747.0215 I ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED SHEET NO: 3 LEGEND: A+ TRAFFIC Traffic Control Services ENTRANCE DROPOFF � RIDESHARE EGRESS SHUTTLES Equipment Rentals MANAGEMENT, INC Permits & Consulting Traffic Enslneerina G w O 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. C- M T m X RIDESHARE/TAXI/DOPU o ACCESS TO JEFFERSON LOT y VIA SILVEROCK WAY � �F A SILVERROCK WAY ACCESS FRIDAY / SATURDAY ONLY 01/17/25 - 01/18/25 AMEX I' f SCALE: RA NOT : S.F. E JAN. 17-18,2025 3PM-9PM A+TRAFFIC DRAWN BY: S.F. MANAGEMENT, INC PGA WEST V#:1 I DATE MADE: rT ■ AVE 50 AVE 52 j 3 v w z 4�1 Cn O q AIRPORT BLVD `'V,-'S,KOPF 3 O �xT z VV O m N S E * EGRESS ONLY CLOSURE PLAN I (JAN 17 -18, 2025 3PM-9PM ) FFICE: (213) 747.0215 I ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED SHEET NO: 4 LEGEND . .L REFL CONE RIZED TYPE BARRICADE ENTRANCE DROPOFF 92 CMS CONTROLLABLE MESSAGE SIGN A+ TRAFF I C Traffic Control Services Equipment Rentals MANAGEMENT, INC Permits & Consulting Traffic Enslneerina G w 0 z z w to w WEEK OUT CMS# FRAME1 FRAME2 JEFFERSON 1/17/25 1 S/O 52 - 1/18/25 CLOSED 3PM-9PM JEFFERSON 1/17/25 2 S/O 52 - 1/18/25 CLOSED 3PM-9PM JEFFERSON 1/17/25 3 S/O 52 - 1/18/25 CLOSED 3PM-9PM EVENT FRAME:2 FRAME 4 1/17 - 1/18 JEFFERSON USE 2PM - 9PM CLOSED MADISON WB AVE 54 1/17/25 5 @ CLOSED - 1/18/25 MADISON 3PM - 9PM WB AVE 54 1/17/25 6 @ CLOSED - 1/18/25 MADISON 3PM - 9PM AVE 54 7 CLOSED @ EXPECT MADISON DELAYS ACCESS FRAME:2 FRAME3 8 TO PGA W 01/17-01/18 USE CLOSED 2-9PM MADISON PGA BLVD 1/17/25 USE 9 CLOSED @ - 1/18/25 MADISON AVE 54 3PM - 9PM TO EXIT PGA BLVD 1/17/25 USE 10 CLOSED @ - 1/18/25 MADISON AVE 54 3PM - 9PM TO EXIT EVENT EXPECT 11 1/17 - 1/18 DELAYS 2PM - 9PM PGA BLVD 1/17/25 USE 12 CLOSED @ - 1/18/25 MADISON AVE 54 3PM - 9PM TO EXIT EVENT FRAME:2 JEFFERSON FRAME:3 USE 13 1/17 - 1/18 CLOSED MADISON 2PM-9PM M m T M 0 z U) --I AVE 50 3. U AVE 52 8.SWO y H1� CMS 4. m 7— _n 0 z U AVE 54 0 OAL CREEK 3 D v w 2. 0 z FL Cn Fti O9 �F 10. AIRPORT BLVD C1, S SW� 11. 1 ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER AMEX TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL AFFIC 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 SCALE: NOT TO SCALE JAN. 17-18,2025 3PM-9PM V#:1 DATE MADE: 08/17/2024 DRAWN BY: S.F. PGA WEST ENT, INC LFICE: THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL 747.0215 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED SHEET NO: 5 3 0 z z 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 VENT END E ROAD 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 TO STOP TRAFFIC EVENT RIDESHARE 8 LOT P USE »» SILVER 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 FRAME1 13 RESIDENCE CLUB UTURN AT JEFF LEGEND . .L REFL CONE RIZED TYPE 3 BARRICADE A+ TRAFFIC MANAGEMENT, INC affic Control Services Equipment Rentals Permits & Consulting Traffic Ena i neer i nR * EGRE! (JAN fu AMEX- DETAIL 1 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER AFFIC 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. 17-18 2025 3PM-9PM ' V# 1 DATE MADE: 08/17/2024 DRAWN BY: S.F. AVE 52 & JEFFERSON ST ENT, INC kFICE: CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE 747.0215 MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL M THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED $HEFT NO: v 6 E � � z U * EGRESS ONLY CLOSURE PLAN TAPER IN PLACE UNTIL Q AVE 52 FULL CLOSURE (JAN 17 - 18, 2025 3PM-9PM) \�� ESTIMATE8PM R11-2 JEFFERSON ST (50 MPH) cn -------�_ G G G m m CO --- 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) SC5(CA): w20-5(IZ) W4 2(R) W u OF- m = -- C7 W 2 W U) LEGEND ROAD � i CLOSED TYPE 3 REFLECTORIZED ARROW AMEX - DETAIL 2 R11-2 BARRICADE CONE BOARD 1, ALLII CO TROLSTRIPDEVICES ANDTS, BARRICADES AND NSHALLOTHER EVENT TRAFFIC SCALE: NOT TO SCALE V#�'� DATE MADE: TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL A+TRAFFIC DRAWN BY: S.F. JAN.17.18,20253PM-9PM 0811712024 COINFORM TOTHE LATEST EDITIONS OFTHE FOLLOWING DOCUMENTS: Q LANE . FF��II MANAGEMENT, INC THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CLOSE SILVER ROCK WAY CALIFORNIAMANUAL ONUNIFORM TRAFFIC CONTROL DEVICES. IN SHERIFF THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE TYPE 2 SHEET NO: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL W20-5(R) W4-2(R) OFFICE: (213) 747-0215 ©AlCSCAAl TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED % BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA RIDESHARE ( ) C30 (CA ) BARRICADE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EMPTY WATER KRAIL * EGRESS ONLY CLOSURE PLAN ON BOTH SIDES. *KRAIL FLEXIBILITY (JAN 17 - 183 2025 3PM-9PM ) � TO ALLOW PLAYER ENTRY/ EXIT ON EVENT DAYS W i ! 600' MERGE TAPER N.T.S. 250' SHOULDER TAPER N.T.S. - Q .I .I JEFFERSON ST (50MPH) I C30(CA) C30(CAII ifn I� C30(CA) C30(CA it L1 4 it ii;�h ii ii 4 1 1i L ILC30(CA) OV :0 ilk SHERIFF TO MAINTAIN DUAL LEFT / RIGHT Rf I MOVEMENT AT ALL TIMES CONE TOP T— ' SHERIFF TO ALLOW RESIDENCE CLUB W R3.5(R) U-TURN WHEN SAFE CONE TOP ADD CONES 50' - 100' EMPTY INTO EXIT DRIVEWAY TO QUE CARS WATER KRAIL ON BOTH SIDES 500' N.T.S. JEFFERSON ST (50 MPH) SC5(CA) 2 z r� AMEX- DETAIL 3 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER SHUTTLES m WATER KRAIL TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL [SCALE:OT TO SCALE `'y{ DATEMADE:JAN.17-18 2025 3PM-9PM vtt CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS:'k+ TRAFFIC BY: S.F. 0811712024 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE ARROW �' TYPE 2 BARRICADE C30 SC5 CAIANAGEMENT, INC CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.IN EVENT TRAFFIC ® BOARD R11-2 R3-5(R) R3-2() JEFFERSON ST&AVE 54 THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS,THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL /`ROADLANESHERIFFICE: (213) 747-0215 SHEET NO: BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA / \ REFLECTORIZED TYPE 3 t CLOSEDRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 8 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. RIDESHARE �y CONE BARRICADE CLOSED TYPE 3 A+ TRAFF I C Traffic Control Services REFLECTORIZED CROSED Equipment Rentals LEGEND CONE BARRICADE SHUTTLES RIDESHARE HEAD W20-3 MANAGEMENT, INC Permits&Consulting Traffic Ena i neer i nR W N S E T.T.N.S.A.T SIGNS POSTED ON BOTH SIDE OF AVE 54 FROM W � PRIVATE BUSINESS R11-2 � ROAD � CLOSED -40'- AVE 54 11��►��:��•9Le]►�yY���.��!Z�L1:����:�91�7��7�_\�I���d�]►�\�J/��r�►1��r�111����:Z•Y�7►�:3A�I�l�:Z�1�FaKi�7f�Z�if�•A�ZI_WQ�7�If���7P•F"i�fii�']�►� AMEX- DETAIL 4 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER AFFIC 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. 17-18 2025 3PM-9PM V#'1 DATE MADE: 08/17/2024 DRAWN BY: S.F. AVE 54 ENT, INC LFFICE: CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE 747.0215 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. ALL RIGHTS RESERVED $HEFT NO: RIDESHARE TAXI / DROPOFF PICK UP * EGRESS ONLY CLOSURE PLAN (JAN 17 - 18, 2025 3PM-9PM ) A+ TRAFFIC MANAGEMENT, INC OFFICE: (213) 747-0215 R3-2 111I L Cl°(Cfii�II 1 11 EMPTY WATER KRAIL ON BOTH SIDES AMEX - DETAIL 5 JAN. 17-18,2025 3PM-9PM AVE 54 & JEFFERSON ST ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED I' * EGRESS ONLY CLOSURE PLAN (JAN 17 - 18.3 2025 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 - 12/30/24-1 /20/25 12:01 AM - 11:59PM ; R3-5(R) CONE TOP ixi AVE 54 (50 MPH) CUSTOM II —r A A 1 I1 u 1 R3 2 u u - T C30(CA) � R3-2I a CUSTOM RESIDENCE HAVE CLUB UTURN PLACARDS gjEFF I READY I I LINK CHAIN (PEDESTRIAN PATHING) 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: 0811712024 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 REFLECTORIZED RIDESHARE L CONE CUSTOM RESIDENTS KEEP LEFT H TYPE 2 BARRICADE R11-2 R3-5(R) C30 R3-2I TYPE 3 BARRICADE ROADt CLOSED LANE�SHERIFF CLOSED W2p_S(R) G C30(CA) 250' 250' 100' N.T.S. 250'--" -SHOULDER 245' N.T.S. TAPER MERGE TAPER PGA WEST IC30(CA) PGA BLVD LEGEND SPECIAL LANE EVENT RIGXT LAN CLOSED <:> AHEAD CLOSED AHEAD SC5(CA) C30(CA) W20-5(R) W4-2(R) TYPE 2 BARRICADE TYPE 3 REFLECTORIZED BARRICADE ARROW BOARD CONE cr Cr Z PASSING LANE J. END PIECE UNFILLED 400� R11-2 o D SHUTTLES -DROP OFF/ PICK UP 1 AMEX - DETAIL 6 I' 1 SCALE: NOT TO SCALE JAN. 15-20 2025 3PM-9PM A+ TRAFFIC DRAWN BY: S.F. MANAGEMENT, INC I PETE DYE & PGA BLVD FFICE: (213) 747-0215 I ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED W �4 w '*\V R11-2 1-2 PGA BLVD ^ G u G G^ G p 1� R3-2 C30(CA) I� u u R3-2 TI L END PIECE UNFILLED -0 rn 0 rn R3-1 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: 08117/2024 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. TYPE 3 BARRICAD E TYPE 2 II BARRICADE REFLECTORIZED CONE * EGRESS ONLY CLOSURE PLAN (JAN 15 - 20, 2025 3PM-9PM ) CM BIKERACK LED SHUTTLES m WATER KRAIL R3-2 R3-1 C30 4 LANE CLOSED EVENT STAFF TYPE 3 � aNE ROAD 0 ROAD A+ TRAFFIC Traffic Control Services CLOBEU SPECIAL MANAGEMENT, INC Permits & Consulting LEGEND REFLECTORIZED CLOSED EVENT Equipment Rentals CONE BARRICADE ONLY STAFF CLOSED R11-3A R3-1 R3-2 AHEAD SC5(CA) R3-2 C30 R11-2 R3-5(L) LOCAL TRAFFIC ONLY Traffic Engineering C m * EGRESS ONLY CLOSURE PLAN 100, z m (JAN 17 - 187 2025 3PM-9PM) R3-1 .. N D R11- 2 R 11-2' lWM4 R3-2 100' SC5(CA)...... �Oyv O END PIECE �V� 9�- LEFT UNFILLED R' TYPE 3 BARRICADE DEPLOYMENT SCHEDULE: N \ 100' WEDNESDAY 1/15, R112 THURSDAY 1/16 & SUNDAY 1/19 6AM-6PM 1� F, .. ov S �\ Ft11-2 74`' � t .------------- _ FRI DAY 1 /17 - SATU RDAY 1 /18 6AM-9PM L END PIECE c� 100' 4� LEFT UNFILLED ------------------------1 AMEX -DETAIL 7 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL i SCALE: NOT TO SCALE V#:1 DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: A+TRAFFIC JAN. 15-20 2025 3PM-9PM THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE DRAWN BY: S.F. ' 08/1712024 MANAGEMENT, INC CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN PGA BLVD & PETE DYE THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL TICE: (213) 747-0215 SHEET NO: BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 3 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. I Traffic Control Services LEGEND: REFLECTORIZED H BARRICADE BARRTYPE 2 PCADE E 3ROAD R11-2 R3-2 CLOSED C30SHERIFF LAN n FLAGGER Equipment Rentals Permits & Consulting CONE CLOSED Traffic Engineering * EGRESS ONLY CLOSURE PLAN N (JAN 17 - 1851 2025 3PM-9PM ) W +SE s AMEX - DETAIL 8 DRAWN I' ( SCNOT E JAN. 17-18,2025 3PM-9PM A+TRAFFIC DRAWN BY:: S.F. S.F. MANAGEMENT, INC PGA BLVD TICE: (213) 747-0215 ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED R3-2 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: 17 2 24 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 `F 14 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. REFLECTORIZED �i TYPE 2 a D SHUTTLES aNEGRESS LEGEND . .L CONE BARRICADE L05 TRAFFIC FLAGGER R3-1 R3-2 C30 _ A+ TRAFFIC MANAGEMENT, INC affic Control Services Equipment Rentals Permits & Consulting Traffic Ena i neer i nR * EGRESS ONLY CLOSURE PLAN (JAN 17 - 183 2025 3PM-9PM ) V `V J 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 JAN. 17-18 2025 3PM-9PM V#:1 DATEMADE: AFFIC DRAWN BY: S.F. 08/17/2024 ENT, INC PGA BLVD & SIGNATURE WAY 747.0215 SHEET NO: ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 15 L FRAME 1: FRAME 2: 0 7 0 O L * CARS WITH PLAYER CREDENTIALS ALLOWED DOWN PGA BLVD SIGNATURE WAV LEGEND :,L REFLECTOTYPE 2 TYPE 3 Ea:ED ... 4M. EGRESS CONERIZED BARRICADE M BARRICADE SHUTTLES TRAFFIC 0 ROAD CLOSED SPECIAL RIGHT LANE P.E._, FLAGGER W20-5(R) nAH SC5(CA) R3-5(R) R11-2 2(R) W1-6 I CARS WITH PLAYER CREDENTIALS ALLOWED DOWN PGA BLVD L6 - SCALE: NOT TO SCALE � AMEX - DETAIL 10 v#:1 A+ TRAFFIC DRAWN BY: S.F. JAN.17-18,2025 3PM-9PM MANAGEMENT, INC atill �Ijll JACK NICKLAUS BLVD & PGA BLVD FFICE: (213) 747.0215 1 ©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: 08/17/2024 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 16 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EGRESS ONLY CLOSURE PLAN (JAN 17 - 18,,, 2025 3PM-9PM ) 11ITTIC uoniroi mrvices A+ TRAFFIC Equipment Rentals MANAGEMENT, INC lermits & Consulting Traffic Engineering Tqp Rv 1-6 p;RUtDj� O� At. 2 so '4.rS. 250, L /V. 7-S. 25o, a VV4-2(R) N.T. S. W20-5(R) pp SC5(QA).--1' E TYPE 3 ROAD EGRESS A+ TRAFF I C Traffic Control Services REFLECTORIZED CLOSED Equipment Rentals LEGEND. .L CONE BARRICADE � TRAFFIC SCREENER MANAGEMENT, INC Permits&Consulting R11-2 Traffic EnaineerinR IN/Sp SIGNATURE F SIGNATURE RESDIENT / GUEST RESIDENT �� R R ACCESS OUTBOUND OCA- INBOUND TRAFFIC FOR LOT D, E, & SIGNATURE RESIDENTS / GUEST SCREENED FOR PGA BLVD ACCESS J10 Qovo �x AMEX - DETAIL 11 I' f SCALE: NOT SCALE JAN. 17-18,2025 3PM - 9PM A+TRAFFIC DRAWN BY:: S.F. nnANAGJMENT,.NC I PGA BLVD & SPANISH BAY FFICE: (213) 747.0215 I ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED ABI!/p��\ Flpp SFp �A`SOH$I CUSTO M FRAME 2: 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER �I TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL VfF:1 DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: 08/17/2024 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. * EGRESS ONLY CLOSURE PLAN (JAN 17 - 183 2025 3PM-9PM ) 101.1 `q�10 R j� SFp ts0�sl C�STO M CARS WITH PLAYER CREDENTIALS ALLOWED DOWN PGA BLVD W N S E REFLECTORIZED TYPE 2 O c oseo - SHARE B LANE A TRAFF I C LEGEND. ~� BARRICADE HAD �y SHERIFF wil-1 RTHE OAD W16-1 Dw� C20(BIKE MAY USE R4-11 CLOSED CONE AHEAD FULL LANE MANAGEMENT, INC Sc5(cA) W20-5 CW12-1 W4-2 R3-2 C30 R3-1 SciT (BIKE) N W w E W4-2(R) W20-5 SC5(CA) FRAME 1: m ~~ :� 350' — 350' — 350'i: RESIDENCE S Y_CLUB TURN --------------- <== RIGHT N SLVO U b �3 --------------- —600' MERGE TAPER R3-1,=, AVE 54 (50 MPH) i p p Il Il ®p p R11-2 rpC30(CA) C30(CA) I I p p p p Il p p R11-2 AMEX - DETAIL 12 I' 1 SCALE: NOT SCALE JAN. 17-18 2025 3PM-9PM A+TRAFFIC DRAWN BY:: S.F. , MANAGEMENT, INC I AVE 54 & MADISON ST FFICE: (213) 747.0215 I ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED SHERIFF TO MAINTAIN FLOW OF INTERSECTION iLl O Z V/ H 7 w Ln O 9 '0 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: 08/17/2024 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 18 p BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. * EGRESS ONLY CLOSURE PLAN (JAN 17 - 183 2025 3PM-9PM ) CMS EXIT RIGHT 61KE LEGEND REFLECTORIZED ~� � � TO SHARE 0 �� �y cio"sEo cosio MAYUSE CONE TYPE 2 CONTROLLABLE AIRPORTBLVD THE W16-1 ONLY axeno FULL LANE ROAD BARRICADE MESSAGE SIGN SHERIFF R3-2 CUSTOM R3-5(R) R3-4 W11-1 W12-1 C30 C20(BIKE) R4-11 BIKE LANE I RIGHT LANE OAHA AHEAD SC11 (BIKE) W4-2(R) W20-5(R) SC5(CA * EGRESS ONLY CLOSURE PLAN ----------R3-5(R) H I 50' EXIT RIGHT TO----------------------- N AIRPORT BLVD CUSTOM Lu AMEX - DETAIL 13 A+TRAFFIC DRARA I' 1 SCALE:NOTT LE JAN. 17-18,2025 3PM-9PM V#:1 NOT BY: S.F. S.F. MANAGEMENT, INC GATE I MERV GRIFFIN WAY & MADISON S FIC E:(213)747.0215 © SHEET NO: A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED (JAN 17 - 185 2025 3PM-9PM ) �Iv 2,1I L W p G G G G 9 M et 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: 08/17/2024 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 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. I� C30(CA) FRAME 1: FRAME 2: 250' N.T.S. 600' MERGE TAPER N.T.S. MADISON ST (50MPH) sC11 (BIKE 350'� •• 350' .245' 245'� ;; SC5(CA) W4-2(R) II W11-1 W20-5(R) {Za-11 TI — II D� n 2 D O m MADISON ST (50MPH * POST NO U TURNS AT ALL SB EXITS. (LEFT TURN POCKETS) LEGEND ' REFLECTORIZED CONE H TYPE 2 CMS CONTROLLABLE EXIT RIGHT AIRPORT BLVD ONLY 0 SHARE THE ROAD _//yc�■�,\' ONLY _, 0 <8> �� LANE CLOSED BIKE LpxE CLOSEO axEao MAY USE FULL LANE BIKE LANE CLOSED I I NICLOSEOE AHEAD SPECIAL EVENT AHEAD BARRICADE MESSAGE SIGN SHERIFF o-�-') CUSTOM R3-5(R) W16-1 R3-5(L) R3-4 W11-1 W12-1 C30 C20(BIKE) R4-11 SC11 (BIKE) W4-2(R) W20-5(R) SC5(CA) * POST NO U TURNS AT ALL SB EXITS. (LEFT TURN POCKETS) u H C30(Cq) .A C30(CA) jL A+ TRAFFIC MANAGEMENT, INC AMEX- DETAIL 14 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER i SCALE: NOT TO SCALE JAN. 17-18 2025 3PM-9PM V#:l DATE MADE: TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: A+ TRAFFIC DRAWN BY: S.F. 08/17/2024 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE MANAG M NT, INC MADISON ST & WEISKOPF 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 TICE: (213) 747.0215 ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED •fo L BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. CAUTION BE EXITING PREPARED TRAFFIC TO STOP 600' MERGE TAPER N.T.S. 250' N.T.S.•- MADISON ST (50MPH) SC11 (BIKE)' QQuu�L°;,�a J:JV - 350' 245'= —�24°SC5(CA) W4-2(R)5' W20-5(R) W 11-1 R4-11 II TJW 6 1 r�nIBIKEIII I 0 2 D W O m G) MADISON ST (50MPH * EGRESS ONLY CLOSURE PLAN (JAN 17 - 189 2025 3PM-9PM ) N tP *STOP SIGNS TO BE BAGGED TO ALLOW FLOWING TRAFFIC. SIGNS TO BE REINSTATED AT EVENT END. o * EGRESS ONLY CLOSURE PLAN (JAN 17 - 18, 2024 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. REFLECTORIZED -L CONE RIDESHARE EVENT TRAFFIC It SHUTTLES/ CREDENTIALS --► 11�1 W12-1 W E s 9 W6-4 i SHERIFF CTO E 2 BLE LEGEND ■ REFL CO ERIZED �� BARRPCADE cons MESSAGE SIGN SHERIFF EGA RIDESHARE SHUTTLES/ CREDENTIALS CLOSED R11-2 W1-6 &04 Rz_, off' can R3-5(R) oti A+ TRAFF I C R3-5(L) MANAGEMENT, INC R11-1 0 C'lI 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 17 - 183 2025 3PM-9PM ) LEGEND . .L REFL CO ECTORIZED TYPE 2 cons CONTROLLABLE OG20-5aP nxEn ~� SHERIFF EGRESS I 40 O W11 1 SHARE W16-1 O C20(BIKE MAY USE R4-11 LANE °LOSED BARRICADE MESSAGE SIGN so R2 1 ROAD FULL LANE �nia-� scsrcn� W70-5 W3-5 SC11 (BIKE) TEMPORARY BUS STOP AND EVENT ENTRANCE 0 O I- 2 U Q� � c W [• SCS(CA) V G20-5aP PEC a 540' no BUSES SC11(BIKE) ONLY 61NE LANE CLOSED AMEX - DETAIL 17 kFICE: f SCALE: NOT TO SCALE ,1AN. 15-20 2025 V#'1 AFFIC DRAWN BY: S.F. ENT,.NC AVE 50 & EISENHOWER DR 747.0215 SHEET NO: ©A+TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED 2 -FFI-245' 245'- Z C C20(BIKE y W 114 � O SHARE � NArusE R4-11 �. THE W16-1 Fuu ANE In r,� SCS(CA) SANTA ROSA COVE A+ TRAFFIC MANAGEMENT, INC 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER DATE MADE: TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL 08/17/2024 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. 1111 m EISENHOWER DR (50MPH) n m W O O Z r m n w z cr W20-5 SC5(CA) INGRESS/EGRESS CLOSURE PLAN (JAN 15 - 205 2025) LEGEND. REFLECTORIZED H TYPE R3-4 A+ TRAFFIC Traffic Control Services CONE MANAGEMENT, INCEquipment Rentals BARRICADE Permits &Consulting Traffic Ena i neer i nR * EGRESS ONLY CLOSURE PLAN (JAN 17 - 18, 2025 3PM-9PM ) 0 U) 0 z U) v, CD V 2 .-I CII AMEX- DETAIL 18 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER AFFIC 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. 17-18 2025 3PM-9PM V#'1 DATE MADE: 08/17/2024 DRAWN BY: S.F. CII AZUL & MADISON ST ENT, INC LFE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE 747.0215 MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA ©A+ TRAFFIC MANAGEMENT INC. ALL RIGHTS RESERVED $HEFT NO: 24 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. M LEGEND. REFLECTORIZED H TYPE R3-4 A+ TRAFFIC Traffic Control Services CONE MANAGEMENT, INCEquipment Rentals BARRICADE Permits &Consulting Traffic Ena i neer i nR AMEX - DETAIL 19 I' 1 SCALE: NOT SCALE JAN. 17-18 2025 3PM-9PM A+TRAFFIC DRAWN BY:: S.F. , MANAGEMENT, INC I 58TH AVE & MADISON ST FFICE: (213) 747.0215 I ©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: 08/17/2024 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 17 - 183 2025 3PM-9PM ) 58TH AVE (50MPH) E S City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2024-0125 The followina shall always avvly: 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 '/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 (6) 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. ENC2024-0125 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: 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. 71 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 (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. 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 1st 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 1 of 4 PERMIT NO. ENC2024-0125 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 § 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. ENC2024-0125 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. ENC2024-0125 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