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ENC2022-0008ta Qa�tra — r.rM afdxn;sMr — ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. DATE: 1/14/2022 LOCATION OF CONSTRUCTION (Street address or Description):JEFFERSON, AVE 52, 54, MADISON, & EISENHOWER PURPOSE OF CONSTRUCTION: TRAFFIC CONTROL DIRECTIONAL SIGNS ON TYPE III BARRICADES CMS BOARDS DESCRIPTION OF CONSTRUCTION: THE AMERICAN EXPRESS PGA GOLF TOUR JAN 19-23, 2022 DIMENSION OF INSTALLATION OR REMOVAL:SEE TRAFFIC CONTROL PLANS (CONES, MESAGE BOARDS, SIGNAGE, ETC.) APPROXIMATE TIME WHEN WORK WILL BEGIN:1/13/2022 TIME OF COMPLETION:1/24/2022 ESTIMATED CONSTRUCTION COST:$8,550.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four a4) 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. Signature of AIa iicant or Agent A+ TRAFFIC MANAGEMENT - ROSIE ESQUIVEL Name of Applicant (please print) A+TRAFFIC MANAGEMENT INC Name of Contractor and Job Foreman 933435 Contractor's License No. BURLINGTON INSURANCE COMPANY Applicant's insurance Company 3208 ROYAL STREET LOS ANGELES, CA 90007 (213)407-3137 Business Address Telephone No. 3208 ROYAL STREET LOS ANGELES, CA 90007 (213)407-3137 Business Address Telephone No. Finance Revenue Code TOTAL: $0.00 LIC-109581 City Business License No. 42BG02288-01 Policy Number PERMIT NO: ENC2022-0008 DATE ISSUED; JA 4-2022 EXPIRATION DATE:--L-14-2023 BY: A IV WORK INSPECTED BY*: PERMIT COMPLETION DATE*: *If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. T4t!t 4 4aahrw PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: 01 /06/2022 Tract No: Project Name: Amex PGA West Vicinity: Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) Traffic Control, narentennAl Siqn% on Type III Barricades CIVIS Boards Description of Construction (i.e.: See Plan Set No. 01234) See Attached Traffic Plan Dimension of Installation or Removal: CMS Traffic Boards and Type III Barricades Approximate Construction Start Date: CMS 1/1312022, Traffic Plan 01/19/2022 Approximate Construction Completion Date. 01/24/2022 Estimated Construction Cost: $ 8,550.00 Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name: Rosie Esquivei Phone Number: 213-407-3137 Name of Applicant/Owner: Antonio Tolentino Applicant Address: 3208 Royal St, Los Angeles CA 90007 Applicant Telephone Number: 213-407-3137 or 213-494-7154 Applicant E-mail Address: rosie@aaatm.net and tony@aaatm.net Name of Contractor: A+ Traffic Management, Inc. Contractor Address: 3208 Royal St, Los Angeles CA 90007 Contractor Telephone Number: 213-407-3137 or 213-494-7154 Contractor State License Number: 933435 Contractor City Business License Number: 109581 Contractor E-mail Address: tony@aaatm_net ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED! Applicant or Contractor General Liability Insurance Company: Applicant or Contractor General Liability Insurance Policy Number: Office Use Only: Inspection Fee: Permit Fee: As -Built Deposit: Dust Control Deposit: Credit Amount: Office Use Only: Assigned Permit Number: Approval Date: Expiration Date: Issue Date: Administrative Authority: TOTAL FEE DUE: orms & Applications/Application www.invarion.com L m m * EGRESS ONLY CLOSURE PLAN cn M F RI DAY JAN . 21 & SATU RDAY JAN . 22 cn 3PM - 8:30PM. ) RESIDENT O rESIDENT &GUEST Z AVE 54 UEST EXIT EXIT Moll 0 0 0 [oi 0 [o '7_11111000DEll L11011000 S--?.m LILIU711LE11111111 =L11]0000 m G) lmi) ❑ ❑ ❑ o ' O xco 0 o cn m � m O 00 z ❑ ❑ o 00 O � ❑ O 00 0 ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ 0 0 O r o D 0 0 O O �00-�-i�,i• 0 00 0 0 00 0 0 0 ❑❑❑❑❑❑❑❑❑❑00. ,-� 000 0 o° o 0 o O o0000 ° o °o 0 0 0 00 o 0 00 0❑❑❑❑❑❑❑❑❑ouuuu 0 00 00 0 0 0° O 0 0000000 00 o D o 00 00 o O o 0 O 0 o O,•• 0 0 0 ° o 0 0 00 O 0� � ° o0 0 �� �° ° 00 ❑ o �. ° o ° O o � � ❑ ❑ o O ❑ 0 D E y ❑ ❑ 0 O RESIDE T G� ❑ 0 ❑ ❑ ❑ ❑ ❑❑❑❑❑❑❑0❑❑❑000 D 0 & EX►T SIP ED- ❑o ❑ � o� ❑ � ❑o O,�.o 0 0 ❑ 00 0• ° ❑a ° ❑ ❑a �0oo��'O O D ❑ o ❑ � ., O O ❑0 0o ❑ ❑ ❑a �. 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ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER O o+�Fs2r o EXIT TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL OD o 0 ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ 00 O Twill 01111[1[1[1 a][111111111 CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: 0 O D 00 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE 00 ❑ ❑ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN mm o ❑ ❑ ,11 cEi o O THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE 1 y m ❑ ❑ ❑ ❑ ❑ ❑❑ MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL O 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 00 ❑❑ ❑ ❑ ❑ ❑❑ MEMO 0 0 11X3 0 0 ❑ '- a 0 1S3no v ❑ 0 ' ❑ 1N341S3,d ❑ ❑ ' 0 D 171 0 R❑ g 0 ❑:0 z ❑� m171 �N0 cn 0: o ❑ ❑ �p,OFESSION ❑ --Iz m � ❑ • ❑ El El 0 CA El ❑ �Y A, Sf yam- 0 y z � 171 3 ❑ 0 `-' ❑ ❑ ❑ ❑ El ❑ m C 5823 m n n ❑ 0❑ ❑ 0 * OLD RANCH ❑ 0 ❑ ❑ TRAIL 0 T��E OF CAL1F� 1/14/22 58TH AVE AMEX NING RESIDENT SIGN PLACED OUT0- —­N ADVANCE PMONDAY RESIDENT RESIDENT PGABLVDCLOSED I" SCALE: NOT TO SCALE 1 /21122 -1 /22/22 3PM - 8:30PM �#:7 DATE MADE: ENTRANCE � & GUEST & GUEST & GUEST FRIDAYJAN.21 JAN. 17 A+ TRAFFIC DRAWN BY: S.F. 10/10/2021 MANAGEMENT, INC DROPOFF EXIT EXIT EXIT STATIC SIGN &SATURDAYJM. DETOUR P LAN 3PM - 8:30PM. � � PLEASE USE MADISON ST EXIT OFFICE: (213) 747-0215 SHEET N0: CUSTOM CUSTOM CUSTOM ©A+ TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED 1 OF 1 LEGEND. �i+ TRAFFIC Traffic Control Service's° TRAFFIC ENTRANCE DROPOFF Equipment Rentals � DETAILS MANAGEMENT, INC Permits &Consulting Traffic Eneineerin¢ M 0 w O z w U) w *(HAC) = HIDEAWAY CLUB *(JNB) = JACK NICKLAUS BLVD DETAIL SHEET# LOCATION O 5 AVE 52 / JEFFERSON ST O 6 JEFFERSON ST / HAC O3 7 AVE 54 /SHUTTLE LOT aO 8 AVE 54 / JEFFERSON ST O 9 PETE DYE / PGA BLVD Os 10 PGA BLVD / ISLEWORTH 11 PGA BLVD /SIGNATURE WY O 12 PGA BLVD / JNB s0 13 PGA BLVD / SPANISH BAY 10 14 AVE 54 / MADISON ST 11 15 ENTRY GATE / MADISON ST i2 16 WEISKOPF / MADISON ST 13 17 SILVER ROCK WAY 14 18 AVE 52 /SILVER ROCK WAY 15 19 AVE 50 / EISENHOWER DR 16 20 CII AZUL & MADISON ST 1� 21 58TH AVE / MADISON ST 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. AMEX ------ SCALE: NOT TO SCALE 1 /21 /22 -1 /22/22 3PM - 8:30PM A+ TRAFFIC DRAWN BY: S.F. MANAGEMENT, INC PGA WEST FFICE: (213) 747-0215 ©A+ TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED VV I DATE MADE: SHEET NO: 1 OF 21 1/14/22 AVE 50 C- M n M X ch O z Cn O AVE 52 1 Vol .O �• • m T • M N • O • z N AVE 54 OAL CREEK 0 v 5 101 D v z cn I 1 11�''SklopF �Lu 1 Pil AIRPORT BLVD ic z X M 11 S E �i+ TRAFFIC Traffic Control Service's° Equipment Rentals LEGEND. � ENTRANCE DROPOFF � INGRESS � SHUTTLES MANAGEMENT, INC Permits &Consulting Traffic Eneineerin¢ SILVERROCK WAY ACCESS FRIDAY / SATURDAY ONLY 1 /21 /22 - 1 /22/22 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 ------ SCALE: NOT TO SCALE 1 /21 /22 -1 /22122 3 P M - 8: 30 P M A+ TRAFFIC DRAWN BY: S.F. MANAGEMENT, INC PGA WEST FFICE: (213) 747-0215 ©A+ TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED AVE 50 C- M n M X ch O z Cn AVE 52 I �y VAX'*- m n • m X N O _• mmoz N AVE 54 N Z OAL CREEK c) D 00 v QR°fESS1QN zy�waPp��Y DATE MADE: �$�g V#•7 m 1121/2/21 SHEET N0: 2 OF 21 1/14/22 WF�SkOpF � ic O z X O M WINGFOOT GATE ACCESS RESIDENTS ONLY W/ TRANSPONDER D v O z cn Pil AIRPORT BLVD WEISKOPF GATE ACCESS RESIDENTS +GUEST WITHOUT TRANSPONDER 10 S E �i+ TRAFFIC Traffic Control Service's° Equipment Rentals LEGEND. � ENTRANCE DROPOFF RIDESHARE EGRESS � SHUTTLES MANAGEMENT, INC Permits &Consulting Traffic Eneineerin¢ AVE 50 0 w O z w U) C- M w -n n M X cn O z Cn N .01 <G rn �Cb AVE 52 Y SILVERROCK WAY ACCESS FRIDAY / SATURDAY ONLY 1 /21 /22 - 1 /22/22 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 ------ SCALE: NOT TO SCALE 1 /21 /22 -1 /22/22 3PM - 8:30 P M A+ TRAFFIC DRAWN BY: S.F. MANAGEMENT, INC PGA WEST FFICE: (213) 747-0215 ©A+ TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED V#:7 I DATE MADE: SHEET NO: 3OF21 1/14/22 Z OA L I 7 CREEK 1 FM 4M AVE 54 RIDESHARE/TAXI/DOPU ACCESS TO JEFFERSON LOT VIA AVE 54 & JEFFERSON ST AIRPORT BLVD ic z X O M ,IA 10 S IN * EGRESS ONLY CLOSURE PLAN ( F R1 DAY JAN m 21 & SATU RDAY JAN m 22 3PM - 8:30PM.) �i+ TRAFFIC Traffic Control Service's° TYPE 2 CMS CONTROLLABLE MESSAGE Equipment Rentals LEGEND. REFLECTORIZED ENTRANCE DROPOFF Permits &Consulting CONE BARRICADE SIGN MANAGEMENT, INC Traffic Eneineerin¢ 0 W o 1 z W U) M WEEK OUT CMS# FRAME1 FRAME2 JEFFERSON 1/21 - 1/22 1 S/O 52 CLOSED 3PM - 8:30PM JEFFERSON 1/21 - 1/22 2 S/O 52 3PM - 8:30PM CLOSED JEFFERSON 3 S/O 52 1/21 - 1/22 CLOSED 3PM - 8:30PM EVENT EXPECT 4 1/21 - 1/22 DELAYS 3PM - 8:30PM EVENT EXPECT 5 1/21 - 1/22 DELAYS 3PM - 8:30PM AVE 54 1 /21 - 1 /22 6 CLOSED @ MADISON 3PM - 8:30PM AVE 54 7 CLOSED @ 1/21 - 1/22 MADISON 3PM - 8:30PM EVENT EXPECT 8 1/21 - 1/22 DELAYS 3PM - 8:30PM PGA BLVD 1/21 - 1/22 9 CLOSED @ AVE 54 3PM - 8:30PM PGA BLVD 1/21 - 1/22 10 CLOSED @ 3PM - 8:30PM AVE 54 EVENT EXPECT 11 1/21 - 1/22 DELAYS 3PM - 8:30PM PGA BLVD 12 CLOSED @ 1/21 - 1/22 AVE 54 3PM - 8:30PM 13 EVENT EXPECT 1 /21 - 1 /22 DELAYS 3PM - 8:30PM z� J 2. Y 1/14/22 N Z OA L SW� 8.1 Fs �vo CREEH M n M ch O z Cn AVE 50 AVE 52 �y 4. m In n m C z 5. svu� Ni V AVE 54 60 CMS 112. AMEX 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 1/21/22-1/22/22 3PM - 8:30PM V#.7 DATE MADE: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE A+ TRAFFIC DRAWN BY: S.F. 9/28/2021 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN MANAGEMENT, INC PGA WEST THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL SHEET N0: BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA FFICE: (213) 747-0215 ©A+ TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED 4 OF 21 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. �GF O9�F 9 1k:1 D v_ Fn z cn AIRPORT BLVD 11. 0 z 0 M DAY OF CMS# FRAME1 FRAME2 ACTIVE UNTIL 3PM ACTIVE 3PM - ACTIVE UNTIL 3PM ACTIVE 3PM - EVENT EVENT END THRU EVENT END JEFFERSON RIDESHARE 1 TRAFFIC S/O 52 TRAFFIC LT TURN @ AVE 54 CLOSED USE 52 @AVE 52 EVENT @ 2 TRAFFIC SILVER RT TURN ROCK WY RIDESHARE RT TURN 3 TAXI / ON PICK UP MADISON ACTIVE UNTIL 3PM ACTIVE 3PM - ACTIVE 3PM - EVENT END RIDESHARE EVENT END NO 4 LEFT ROAD ROAD SIDE TURN CLOSED PICK UPS RIDESHARE RESIDENT 5 / PICK UP ACCESS RT TURN MADISON ACTIVE UNTIL 3PM ACTIVE 3PM - ACTIVE UNTIL 3PM ACTIVE 3PM - EVENT EVENT END ROAD USE EVENT CK UP 6 TRAFFIC CLOSED MADISON STRAIGHT @ J E F F. AHEAD «« AHEAD CAUTION BE 7 EXITING PREPARED TRAFFIC TO STOP EVENT RIDESHARE 8 LOT P DOPU »» NEXT RT SHUTTLES THRU 9 ONLY TRAFFIC RT LANE LT LANE USE 10 PGA BLVD MADISON CLOSED CAUTION BE 11 EXITING PREPARED TRAFFIC TO STOP SHUTTLES PLEASE 12 APPROACHING WAIT SHORTLY IN QUE ACTIVE UNTIL 3PM ACTIVE 3PM - 13 RIDESHARE EVENT END RIDESHARE DROP OFF RIGHT LT TURN TURN Traffic Control Serv�i ce'sn TYPE 3 ROAD LANE A+ TRAFF I C REFLECTORIZED CLOSED Equipment Rentals ■ AHEAD CLOSED LEGEND. CONE BARRICADE MANAGEMENT, INC Permits & Consulting �Ai?n-� ran Traffic Enaineerin AMEX - DETAIL 1 ------ I SCALE: NOT TO SCALE 1121 /22 -1 /22122 3 P M - 8: 30 P M V#:7 DATE MADE: A + TRAFFIC DRAWN BY: S.F. 9/28/2021 MANAGEMENT, INC AVE 52 & JEFFERSON ST FFICE: (213) 747-0215 ©A+ SHEET N0: TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED 5 OF 21 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. E ROAD LANE ROAD - ? A+ TRAFFIC Traffic Control Sery i ce'sn REFLECTORIZED TYPE 3 CLOSED CLOSED Equipment Rentals FL EGENDn AHEAD CLOSED EGRESS RIDESHARE ■ CONE BARRICADE _ MANAGEMENT, INC Permits & Consulting win-� r�n R11-2 R1 1 W3-1a Traffic Engineering * EGRESS ONLY CLOSURE PLAN ( FRI DAY JAN m 21 & SATURDAY JAN 22 3PIVI - 8:30PM. ) SCALE: NOT TO SCALE A+ TRAFFIC DRAWN BY: S.F. MANAGEMENT, INC HID FFICE: (213) 747-0215 1/14/22 �� � N EXISTING GATE L HIDEAWAY cnns CLUB W E FRAME 1: FRAME 2: 1ROAD 0 NO CLOSED -••D SIDE W3-1A H _� PICK UPS R1-1 t-------- NEW GATE 401 AMEX- DETAIL 2 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL 1 /21 /22 -1 /22/22 3PM - 8:30PM V#:7 DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: 9/28/2021 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN EAWAY CLUB & J EFFERSON ST THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE SHEET NO: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL ©A+ TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED 6 OF 21 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. M M ;o U) O z U) TYPE 3 �i+ TRAFFIC Traffic Control Service's° REFLECTORIZED � SHUTTLES RIDESHARE Equipment Rentals LEGEND. CONE BARRICADE MANAGEMENT, INC Permits &Consulting Traffic Eneineerin¢ N W E S I SHUTTLE AREA TOW AWAY TEMPORARY NO PARKING SIGNS POSTED ON BOTH SIDE OF AVE 54 FROM WEST END TO JEFFERSON BLVD FROM 1/17/22 PRIVATE BUSINESS R11-2 ROAD CLOSED I 1 -40' AVE 54 RIDESHARE TAXI / DROPOFF PICK UP 12:01 AM;- 1 /23/22 11:59PM-�w- TOW AWAY TEMPORARY NO PARKING SIGNS POSTED ON BOTH SIDE OF AVE 54 FROM WEST END TO JEFFERSON BLVD FROM 1/17/22 12:01AM - 1/23/22 11:59PM 1/14/22 _ _ _ _ _ AMEX - DETAIL 3 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL SCALE: NOT : SCALE 1 /21 /22-1122/22 3PM - 8:30PM V#.7 DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: A+ TRAFFIC DRAWN BY: S.F. 9/28/2021 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE MANAGEMENT, INC AVE 54 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE SHEET NO: MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL FFICE: (213) 747-0215 ©A+ TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED 7 OF 21 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. www. ol REFLECTORIZED TYPE � CLANE LOSED BIKE RACK A+ TRAFFIC TraEquipmentrRetarlsice's" LEGEND. � CONE � BARRICADE RIDESHARE � SHUTTLES m WATER KRAIL �` (PEDESTRIAN PATHING) MANAGEMENT INC Permits &Consulting R3-1 ��n Traffic Engineering 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TOW AWAY TEMPORARY NO PARKING SIGNS POSTED ON BOTH SIDES OF AVE 54 FROM WEST END TO JEFFERSON BLVD FROM 1/17/22 12:01AM - 1/23/22 11:59PM l RIDESHARE TAXI / DROPOFF PICK UP TOW AWAY TEMPORARY NO PARKING SIGNS POSTED ON BOTH SIDES OF AVE 54 FROM WEST END TO JEFFERSON BLVD FROM 1 /17/22 12:01 AM - 1 /23/22 11:59PM 1 1 * EGRESS ONLY CLOSURE PLAN ( F R1 DAY JAN m 21 & SATU RDAY JAN 22 3PM - 8:30PM. ) TOW AWAY TEMPORARY NO STOPPING ANYTIME SIGNS POSTED ON AVE 54 FROM m JEFFERSON ST TO MADISON ST FROM 1 /21 /22 12:01 AM - 1 /23/22 11:59PM m O Z SD TO MAINTAIN Cn CONTINUOUS DUAL —I LEFT AND RIGHT TURN MOVEMENT n W-14.I III71 AVE 54 �: - /Z EMPTY WATER KRAIL 140' BOTH SIDES I I BIKE RACK (PEDESTRIAN PATHING) 1/14/22 _ _ _ AMEX - DETAIL 4 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL SCALE: NOT TO SCALE 1 /21122 -1 /22/22 3PM - 8:30PM V#.7 DATE MADE: CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: A+ TRAFFIC DRAWN BY: S.F. 9/28/2021 THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE MANAGEMENT, INC AVE 54 &JEFFERSON ST 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 FFICE: (213) 747-0215 ©A+ TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED 8 OF 21 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TYPE 2 TYPE 3 ROAD AHEAD PREPTRPD Traffic Contro IW`�"e'rvi'ces c�osED 0 0 os 0RIDESHARE/ o D SHUTTLES -DROP OFF / WATER Equipment Rentals REFLECTORIZED �� � EGRESS m FLEEND. BARRICADE BARRICADE TAXI PICK UP KRAIL Permits & Consulting -:�L W 16-7P SHUTTLES CONE R3-2 R11-2 W16-9p Wii-z W20-7b R1-1 DROP OFF TRAFFIC Traffic Engineering * EGRESS ONLY CLOSURE PLAN ( F R1 DAY JAN m 21 & SATU RDAY JAN 22 3PM - 8:30PM. ) 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. 1/14/22 N www. ol LEGEND. REFLECTORIZED TYPE 2 � � � oSEo EGRESS A+ TRAFFIC TrafficEquipment Rentals ric CONE F� BARRICADE �� SHUTTLES TRAFFIC FLAGGER Permits &Consulting R3-1 R3-2 c30 MANAGEMENT, IN C Traffic Engineering * EGRESS ONLY CLOSURE PLAN � ( F R1 DAY JAN 21 & SATU RDAY JAN 22 C3 ;a 3PM — 8:30PM.) N 1ITA S 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. AMEX - DETAIL 7 SCALE: NOT TO SCALE 1121122-1122122 3PM - 8:30PM V#: 7 DATE MADE: A + TRAFFIC DRAWN BY: S.F. 9/28/2021 MANAGEMENT, INC PGA BLVD &SIGNATURE WAY FFICE: (213) 747-0215 ©A+ SHEET N0: TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED 11 OF 21 1/14/22 IN FRAME 1: FRAME 2: o. D. o. 1.1 N r M oc TI SIGNATURE W AV TYPE 3 ROAD EGRESS - �i+ TRAFFIC Traffic Control Service's° REFLECTORIZED CLOSED RESIDENT, GUEST / Equipment Rentals LEGEND. CONE BARRICADE TRAFFIC INBOUND TRAFFIC SCREENER Traffic Eneineerin¢ MANAGEMENT INC Permits &Consulting R11-2 SIGNATURE RESIDENT OUTBOUND �SAFR * EGRESS ONLY CLOSURE PLAN (FRIDAY JAN. 21 & SATURDAY,.1AN. r- 3PM - 8:30PM. ) p�AB(�p �q�TO�R j0 SFD 941ST CUST� M INBOUND TRAFFIC FOR LOT D & E SCREENED INTO FOR PGA BLVD ACCESS AMEX - DETAIL 9 SCALE: NOT TO SCALE 1121122-1122122 3PM - 8:30PM V#: 7 DATE MADE: A+ TRAFFIC DRAWN BY: S.F. 1011012021 MANAGEMENT, INC PGA BLVD & SPANISH BAY FFICE: (213) 747-0215 ©A+ SHEET N0: TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED 13 OF 21 Cusrok SIGNATURE RESDIENT / GUEST ACCESS FRAME 1: FRAME 2: 11f ESSl�,v� 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER 19 �� PpL�Y 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 9rFOF THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE ����Fo MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA 1/14/22 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 10 S E www.l nva ri o n BIKE SPECIAL LANE SHARE BIKE LANE 'LT TYPE 2 <i> TRAFF I C REFLECTORIZED H EVENT ITRAFFIC W11-i THE W16-1 C20 BIKE MAYUSE R4-11+ AHEAD LANE ( CLOSED BARRICADE:(S:l A AHEAD FULL LANE MANAGEMENT, INC CLOSED > FL EGEND. CONE OFFICER ROAD SC5(CA) W20-5 CW � 2- � W4-2 R3-2 C3� R3-1 SC11 (BIKE) --------------- H r TIA W Y. --------------- H m ' o N U LJ FRAME 1: R3-1 1-� AMEX - DETAIL 10 ------ I I' SCALE: NOT TO SCALE 1 /21 /22 -1 /22/22 3PM - 8: 30 P M A+ TRAFFIC DRAWN BY: S.F. MANAGEMENT, INC AVE 54 & MADISON ST FFICE: (213) 747-0215 ©A+ TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED AVE 54 II C30(CA) C30(CA) II III MOM A) C30(CA) II SD TO MAINTAIN FLOW OF INTERSECTION W W12-11�il A L N S E W4-2(R) W20-5 SC5(CA) --o-320' MERGE TAPER 9 * EGRESS ONLY CLOSURE PLAN a F RIDAY JAN. 21 8� SATU RDAY JAN. 22 0 3PM - 8:30PM. ) z cn 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL V#:7 DATE MADE. CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: 9/28/2021 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 14 OF 21 BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 1/14/22 www.invarion TYPE 2 cMs CONTROLLABLE ����� EXIT RIGHT SHARE B"`� REFLECTORIZED �--� TRAFFIC R3_5 TO R3-4 W 11-1 THE W16-1 BIKE C20(BIKE MaYusE R4-11 CLOSED A+ TRAFF I C LEGEND. MESSAGE SIGN O CUSTOM ��osEo MANAGEMENT INC CONE BARRICADE OFFICER oN�Y AIRPORT BLVD ROAD AHEAD FULL LANE SC11 (BIKE) A+ TRAFFIC MANAGEMENT, INC FFICE: (213) 747-0215 �� r.GRESS ONLY CLOSURE PLAN H DAY JAN 21 & SATU RDAY JAN 22 3PIVI - 8:30PM. ) G) rn ' � R3-dlEi "I'l'"'I.Ill'',������,,������,,��::::4 3 m DC AMEX - DETAIL 11 SCALE: NOT TO SCALE 1121122-1122122 3PM - 8:30PM V#:7 DATE MADE: DRAWN BY: S.F. 9/28/2021 GATE I MERV GRIFFIN WAY & MADISON ST OA+ SHEET N0:TRAFFIC MANAGEMENT INC, 2021 -2022. ALL RIGHTS RESERVED 15 OF 21 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. 1/14/22 tit FRAME 1: MADISON ST SC11 (BIKE) 245' 245' W 11-1 C20(BIKE) R4-11 II Ilw 16-1 II * POST NO U TURNS AT ALL S13 EXITS. (LEFT TURN POCKETS) BIKE c4b TYPE 2 cnns CONTROLLABLE 2 TRAFFIC LANE SHARE • REFLECTORIZED LANE LEGEND. <L �"-� R3-5(R) CLOSED C30 R3-4 W11-1 THE W16-1 C20(BIKE MAY USE R4-11 CONE BARRICADE MESSAGE SIGN OFFICER ONLY ROAD CLOSED AHEAD FULL LANE BIKE LANE CLOSED SC11 (BIKE) A+ TRAFFIC MANAGEMENT, INC * POST NO U TURNS AT ALL S13 EXITS. (LEFT TURN POCKETS) ft A AMEX - DETAIL 12 SCALE: NOT TO SCALE 1 /21 /22-1122/22 3PM - 8: 30 P M A+ TRAFFIC DRAWN BY: S.F. MANAGEMENT, INC MADISON ST & WEISKOPF FFICE: (213) 747-0215 ©A+ TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED H C30(CA) H C30(CA) 00 n V#:7 I DATE MADE: SHEET NO: 16OF21 m 0 v 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. R3-4 1/14/22 FRAME 1: FRAME 2: MADISON ST scii 1-91111111111111111 245' 245' (BIKE) : W11-1 TI 11 W16-1 C20(BIKE) R4-11 I� PF--Ir -q * EGRESS ONLY CLOSURE PLAN v ( FRI DAY JAN m 21 & SATURDAY JAN m 22 3PIVI - 8:30PM. ) �i+ TRAFFIC Traffic Control Service's° REFLECTORIZED F—i TYPE 2 cons CONTROLLABLE TRAFFIC CLOSED Equipment Rentals LEGEND. � CONE BARRICADE � MESSAGE SIGN � OFFICER EGRESS MANAGEMENT, INC Permits & Consulting R11-2 Traffic Eneineerin¢ 1 1 1 1 1 1 1 1 1 1 r T OW AWAY TEMPOR Y NO pq RK/NG SIGNS ppSTED ON t3o, SIDE OF SILVE EMPTY WATER KRAIL ExisriNG SroP SIGN SILVERRocl,( � -O TOWAWAY TEMPORARY NO PARKING SIGNS POSTED ON AMEX - DETAIL 13 SCALE: NOT TO SCALE 1121122-1122122 3PM - 8: 30 P M A+ TRAFFIC DRAWN BY: S.F. MANAGEMENT, INC SILVER ROCK WAY FFICE: (213) 747-0215 ©A+ TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED V#:7 I DATE MADE: SHEET NO: 17OF21 NNW w 4 R ROCK WAY PROM AVE 52 M * EGRESS ONLY CLOSURE PLAN ( FRI DAY JAN 21 & SATURDAY JAN 22 3PM - 800 3OPME ) TO S/ PARK LOT FRAM SD TO MAINTAIN CONTINUOUS FLOW OF TRAFFIC WAY BOTH SIDE OF SILVER ROCK WAY FROM AVE-- 52 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. 1/14/22 1 /21 /22 12: 01 A A4 _ 1 /23/ 22 11:59PNj., TO S/ PARKING LOT FROM 1/21/22 12:01gM _ 1/23/2 2 11:59PM 1 1 1 1 1 1 1 1 1 1 TYPE 2 cons CONTROLLABLE TRAFFIC ROAD SANE 0TRAFF Traffic Control Servic REFLECTORIZED F—� CLOSED CLOSED o� �i+ IC Equipment Rentals LEGEND. � CONE BARRICADE � MESSAGE SIGN RJ' OFFICER EGRESS MANAGEMENT, INC Permits & Consulting R11-2 W1-6 R�_� R2_1 r�zn R3-5(R) Traffic Eneineerin¢ AMEX - DETAIL 14 SCALE: NOT TO SCALE 1 /21122 -1 /22/22 3PM - 8: 30 P M A+ TRAFFIC DRAWN BY: S.F. MANAGEMENT, INC MADISON ST & WEISKOPF FFICE: (213) 747-0215 ©A+ TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED V#:7 I DATE MADE: SHEET NO: 18OF21 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. 1/14/22 �� 9 S ONLY CLOSURE PLAN ,N. 21 & SATURDAY JAN. 22 3PM - 8:30PM. ) www.invarlon ti+r, SPECIAL SPEED BIKE REFLECTORIZED TYPE 2 cMs CONTROLLABLE TRAFFIC I EVENT RIGHT LANE 40 SPECIAL c2o-5aP SHARE, LANE CLOSED EVENT <g> C20 BIKE MAY USEAHEAD ii AHEAD W11 - THE W16-1 ( R4-11EGRESS SPEED "`V//FL ■ CONE BARRICADE MESSAGE SIGN OFFICER 50 R2-1 ROAD FULL LANE SC11 (BIKE) �ni4-7 SC5(CA) W20-5 W3-5 ri- A+ TRAFFIC MANAGEMENT, INC FFICE: (213) 747-0215 p TEMPORARY BUS STOP AND EVENT ENTRANCE BPS L"Eu X rn tn r OD X0 1c 902 c ou SC5(CA)4�—� G20-5aP SPECIAL EVENT SPEED LIMIT 50 R2-1 -540'� BUSES ONLY SC11 (BIKE) BIKE LANE CLOSED aIk AMEX - DETAIL 15 SCALE: NOT TO SCALE--d 1121122-1122122 3PM - 8:30PM VU DATE MADE: DRAWN BY: S.F. 9/28/2021 AVE 50 & EISENHOWER DR SHEET NO: ©A+ TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED 19 OF 21 EISENHOWER DR a MON= m elm 350' M-245' 245'— • Z ' C C20(BIKE rn + BIKE i W 1 1 _ 1. LANE r � 1 1, CLOSED + O AHEAD <8> SHARE ; I THE W16-1 ROAD II SPECIAL EVENT SC5(CA) AHEAD SANTA ROSA COVE A+ TRAFFIC MANAGEMENT, INC 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. 1/14/22 0 00 0 0 r m mn * EGRESS ONLY CLOSURE PLAN ( F Ri DAY JAN m 21 & SATU RDAY JAN 22 3PM - 8:30PM. ) SC5(CA) 350' EISENHOWER DR W4-2 350'- W3-5 40 W20-5 RIGHT LAN CLOSED ",AHEAD/ w LEGEND. F—� TYPE 2 r� R3-4 �i+ TRAFFIC Traffic Control Service's° REFLECTORIZED Equipment Rentals CONE BARRICADE � MANAGEMENT, INC Permits & Consulting Traffic Eneineerin¢ AMEX - DETAIL 16 SCALE: NOT TO SCALE 1121122-1122122 4PM - 9:30PM A+ TRAFFIC DRAWN BY: S.F. MANAGEMENT, INC CII AZUL & MADISON ST FFICE: (213) 747-0215 ©A+ TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED V#:7 I DATE MADE: SHEET NO: 20OF21 41 C11 AZUL 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. 1/14/22 0 W * EGRESS ONLY CLOSURE PLAN E ( F R1 DAY JAN m 21 & SATU RDAY JAN m 22 3PM - 8:30PM. ) LEGEND. F—� TYPE 2 r� R3-4 �i+ TRAFFIC Traffic Control Service's° REFLECTORIZED Equipment Rentals CONE BARRICADE � MANAGEMENT, INC Permits & Consulting Traffic Eneineerin¢ AMEX - DETAIL 17 SCALE: NOT TO SCALE 1 /21 /22 -1 /22/22 4PM - 9:30PM A+ TRAFFIC DRAWN BY: S.F. MANAGEMENT, INC 58TH AVE & MADISON ST FFICE: (213) 747-0215 ©A+ TRAFFIC MANAGEMENT INC, 2021 - 2022. ALL RIGHTS RESERVED V#:7 I DATE MADE: SHEET NO: 21 OF 21 1. ALL SIGNS, STRIPES, DELINEATORS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES AND THEIR INSTALLATION SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING DOCUMENTS: THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. IN THE EVENT OF CONFLICT BETWEEN THESE TWO DOCUMENTS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. SIGN SIZES SHALL BE THOSE SHOWN AS "STANDARD", OR LARGER, IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. U) 1/14/22 * EGRESS ONLY CLOSURE PLAN ( F R1 DAY JAN m 21 & SATU RDAY JAN 22 3PM - 8:30PM. ) 58TH AVE w 0 E City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2022-0008 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/d') to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 ''/2") of A.C. paving on (** N/A **) of class (** N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ❑ R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of Backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( "" N/A "" ) inches of A.0 surfacing placed on a ( " N/A " ) inch (" N/A " ) aggregate base shall be placed no later than (" N/A ") days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ❑ R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. ENC2022-0008 American Express PGA Golf Tour / Traffic Control / Various Locations; ]Jefferson St, Ave 52, 54, Madison St, and Eisenhower Dr In addition to the standard permit conditions, the following shall apply: 1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications for Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. 3. 5. N This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. A+ Traffic Management (Rosie Esquivel at (213) 407-3137), 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 24, 2022. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 7. Should additional work, materials, or modifications of the work or traffic control be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 8. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (i.e. any 4 lane street) before 8:30 a.m. nor after 4:30 p.m. 9. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Division at (760) 777-7070 if signal operation at the intersection is to be altered in any way. Special Conditions Page] of 4 PERMIT NO. ENC2022-0008 American Express PGA Golf Tour / Traffic Control / Various Locations; ]Jefferson St, Ave 52, 54, Madison St, and Eisenhower Dr 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, 5tn 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. ENC2022-0008 American Express PGA Golf Tour / Traffic Control / Various Locations; ]Jefferson St, Ave 52, 54, Madison St, and Eisenhower Dr 17. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License Contractors State License Number 18. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in Engineering Bulletin on Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 19. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 20. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 21. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. 22. Access and egress to all local properties shall be maintained at all times. 23. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 24. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 25. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. No excavation or backfill will be required on this project. Reapply if excavation is required. 26. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: No asphalt work will be required on this project. Reapply if excavation is required. Special Conditions Page 3 of 4 PERMIT NO. ENC2022-0008 American Express PGA Golf Tour / Traffic Control / Various Locations; ]Jefferson St, Ave 52, 54, Madison St, and Eisenhower Dr 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