Loading...
ENC2023-1016CALIFORNIA 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: 11 /09/2023 LOCATION OF CONSTRUCTION: VARIOUS STREETS; SEE TRAFFIC CONTROL PLAN PURPOSE OF CONSTRUCTION: TRAFFIC CONTROL FOR BIKE PORTION OF IRONMAN 70.3 TRIATHLON EVENT DESCRIPTION OF CONSTRUCTION: TRAFFIC CONTROL FOR IRONMAN 70.3 INDIAN WELLS LA QUINTA ON SUNDAY DEC 3, 2023 APPROXIMATE TIME WHEN WORK WILL BEGIN: 12/03/2023 DATE OF COMPLETION: 12/04/2023 COMMENTS: In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. IRONMAN 3407 W Martin Luther King Blvd STE 100, Tampa, FL (760) 703-1200 Sabrina Houston 33607 Name of Applicant Business Address Telephone No. SOUTHERN CALIFORNIA 5930 Lakeshore Dr, Cypress, CA 5930 (714) 271-5832 BARRICADES JIM SPRINKLE Name of Contractor 786758 Contractor's License No. Business Address Telephone No. 765435 City Business License No. Philadelphia Indemnity Insui PHPK2499942 Applicant's Insurance Company Policy Number FEES TOTAL: PERMIT NO: ENC2023-1016 DATE ISSUED: 11/28/2023 EXPIRATION DATE: 11/27/2024 BY: Amy Yu If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 0 190N� INDIAN NVEIES 70sT91 LA QUINTA GENERAL NOTES: INDEX TO SHEETS: LA QUINTA INDEX TO DETAILS (A, B, & C): LA QUINTA 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN 1. General Notes, Special Notes, Sheet Index ACCORDANCE WITH THE 2014 CALIFORNIA MANUAL ON UNIFORM 2. Standard Details and W.A.T.C.H. Details AVENUE 58 JEFFERSON TRAFFIC CONTROL DEVICES (CALIFORNIA M.U.T.C.D.). 3. Detour Plan - 1 4. Detour plan - 2 1. Black Diamond C 1. Rosewood C 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. 5. Blank 2. 81600 81600 C 2. Yard A ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE 6. Blank 3. Almo e A a 3. Via Maravilla B PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY 7. Avenue 58 and Jefferson St/Quarry Ln (Lake Entrance) 4. empo C 4. Derek Alan B OF LA QUINTA, CITY OF INDIO, OR POLICE DEPARTMENT 8. Avenue 58 - Stone Creek Way to Valley Ln . Home Depot B 55. REPRESENTATIVE. 9. Avenue 58 and Madison St MONROE Fiesta Dr B 10. Avenue 58 and Monroe St 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT 11. Monroe St and Airport Blvd 1. TRAFFIC CONTROL (SIGNS, BARRICADES, AND DELINEATORS) AND 12. Monroe St and Avenue 54 2. House 1 q MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 13. Monroe St and Avenue 53 3. House 2 A 14. Monroe St and Avenue 52 Camino San Juan C 4. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10' (12' TYR) TRAFFIC 15. Avenue 52 and Camino Modelo / Trailer Park 4. 5. House 3 A LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN 16. Avenue 52 and Clinton St / Merriwether Way 6. Otymar A THE BICYCLE COURSE AND THE NEAREST TRAFFIC LANE. 17. Avenue 52 and Madison St 7. 56400 A 18. Avenue 52 and Via Roblada / Via Bendita 8. 56300 A 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 19. Avenue 52 and Jefferson St 9. Unknown C 20. Jefferson St and Pomelo 10. 55019 Mountain View C C 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS 21. Jefferson St and Avenue 50 11. ONLY. AT THE END OF WORK HOURS, THE ROAD SHALL BE CLEARED 22. Avenue 50 and Jess Anne Dr 12. House 4 A 23. Jefferson St and Avenue 49 13. 54711 LaOrange C A 24. Jefferson St and Avenue 48 14. Mountain Spur C 25. Avenue 48 and Dune Palms Rd 15. 52456 A 26. Jefferson St and Highway 111 16. Street A SPECIAL NOTES: 27. Highway 111 and Costco Dr 17. Australian C 28. Blank 29. Jefferson St and Vista Grande 1. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING STATED EVENT 30. Jefferson St and Westward Ho Dr AVENUE 52 CLOSURE HOURS ONLY. 31. Jefferson St and Augusta Way / Pebble Beach NOTE: 32. Jefferson St and Miles Ave 1. La Canada Mobile A 2. THE EVENT IS ON SUNDAY, DECEMBER 3, 2023. 33. Miles Ave and Monticello 2. Camino Modelo C DETAILS ON A, B, ORLES 34. Miles Ave and Dune Palms Rd 3. Storage Yard q MI ME AVENUU 3. A POLICE OFFICER SHALL BE POSTED AT ALL LOCATIONS IN 35. Miles Ave and Los Manos / Bridgette 4. Desert Equine A ACCORDANCE WITH IRONMAN 70.3 2018 BIKE COURSE 36. Miles Ave and Adams 5. Vista Bonita A INTERSECTION AND OFFICER PLAN. 37. Miles Ave and Seeley Dr 6. Prices Nursery A 38. Miles Ave and Washington St 4. AT ALL OPENINGS IN MEDIANS "IN BETWEEN" THESE ON THE LIST 38B. Miles Ave and Washington St (Alt. Setup 5:30A-7:30A & 2:30P-5:OOP) THERE SHALL BE TYPE I BARRICADES WITH CONES IN BETWEEN 39. Highway 111 and Washington St PER DETAILS A, B, AND C ON SHEET 2 OF 39. SS�ONq ppOFF HEq�. 'z N No 69170 * w 6-30-24 * SgfF GILBERT M. HERNANDEZ CIVIL �2c R.C.E. No, 69170 EXPIRES: 6- -24 0, CW, DATE: July 19, 2023 TYPICAL - 36 Work Area Traffic Control Handbook W4-2 (RT) C20 (RT) (2). W20-14 Mid Block Closure of Two Lanes G20-2 (optional) 1 50' to 100' I E C30 _T® Tangent not _ required for low speed W4-2 (RT) A iC20 (RT) (2) A Jilt -LA& W20-1 NOT TO SCALE Work Area Traffic Control Handbook TYPICAL - 31 Mid Block Right Lane Closure W20-1 TEMPORARY TRAFFIC CONTROL PLAN DIMENSION GUIDELINES NOT TO SCALE SPEED MPH (2) Dimension A/B/C ADVANCE WARNING SIGN SPACING (5) Dimension L MERGING TAPER LENGTH Dimension L/2 SHIFTING TAPER LENGTH Dimension U3 MINIMUM SHOULDER TAPER Dimension 'E" BUFFER SPACE (4-A) and FLAGGER STATION STOPPING SIGHT DISTANCE (4-B) (0%) (-3%) (-6%) MAXIMUM CHANNELIZER TAPER SPACING (3) MAXIMUM CHANNELIZER TANGENT SPACING (3) MAXIMUM CHANNELIZER CONFLICT SPACING (6) MPH Ft ft ft ft ft ft ft ft 25 100 125 65 45 (155) (160) (165) 25 50 12 30 250 180 90 60 (200) (205) (215) 30 60 15 35 250 245 125 85 (250) (260) (275) 35 70 17 40 250 320 160 110 (305) (315) (335) 40 80 20 45 350 540 270 180 (360) (380) (400) 45 90 22 50 350 600 300 200 (425) (450) (475) 50 100 25 55 500 1 660 330 220 (495) (520) (555) 50 100 25 60 500 720 360 240 (570) (600) (640) 50 100 25 65 500 780 390 260 (645) (685) (730) 50 100 25 (1) Work on Freeways and Expressways shall meet the Caltrans Standard Plans and Standard Specification requirements. (2) Posted Speed or observed operating speed (whichever is greater). (3) Channelizer spacing shall be reduced by half at areas where work is taking place on curves or areas of head-on conflict. (4-A) Buffer space may be inserted in low -speed urban areas and should be inserted in high-speed urban and rural areas. (4-13) The Stopping Sight Distance should enable Road Users to see the Primary Flagger Station and safely stop. (5) Sign spacing in rural areas should be 500 ft. (6) I •• Table 6F-101(CA) SSIONq eµOFE �y�o �N,. HE (�.c O ZW w �rvo 69170 � * c.F. 6-30-24 * GILBERT M. HERNANDEZ SgTF CIVIL R.C.E. No. 69170 EXPIRES: or C DATE: July 19, 2023 TYPICAL - 32 Work Area Traffic Control Handbook Mid Block Left Lane Closure (LT) .T) NOT TO SCALE STANDARD DETAIL - C For closure of side street (opposite side of bike course) )--C • >-( 0 )--( • }-( R3 - 5 (RT) LEGEND: SIGN LEGEND: 1111111-4-111111 TRAFFIC CONE ( SPACED AS INDICATED) O ROAD 0--0_0 42" DELINEATOR (SPACED AS INDICATED) ONLY CLOSED --------- DIRECTION OF BICYCLISTS R3 - 1 R3 -2 R3 - 5 (RT) R11 -2 —0111- DIRECTION OF TRAFFIC 111111 PROPOSED SIGN ON TYPE I BARRICADE }-( }-( }-( TYPE I BARRICADE STANDARD DETAIL - A For closure of side street or driveway R3-2 \ STANDARD DETAIL - B For side street or driveway that exits onto bike course 0­0 O —00000 Q000-111 0-0 F R3-2 }-( • }-( • • }-( 1 � 1 5' Max (typ) Detour Sign Location Schedule - Start 11/28/23, Pickup 12/04/23 Sign Dir. Of Sign Dir. Of # Code Street / Intersection Travel Position City # Code Street / Intersection Travel Position City 1 SC3 Fred Waring @ Warner Trail WB NW Corner PD/IW 2 M4-10(R) Cook @ Fred Waring NB SE Corner PD/IW 3 M4-10(R) El Dorado @ Fred Waring NB SE Corner PD/IW 4 M4-10(L) Fred Waring @ El Dorado WB Median e/o Intersection PD/IW 5 M4-10(L) Washington @ Fred Waring NB Median s/o Intersection LQ 6 SC3 Fred Waring @ Adams EB SW Corner LQ 7 SC3 Fred Waring @ Dune Palms EB SW Corner LQ 8 M4-10(R) Fred Waring @ Jefferson EB SW Corner I 9 M4-10(L) Jefferson @ Fred Waring NB Median I 10 M4-10(R) Fred Waring @ Clinton EB SW Corner I 11 M4-10(L) Clinton @ Fred Waring NB Eastside Parkway I 12 M4-10(R) Fred Waring @ Monroe EB SW Corner 1 13 M4-10(L) Monroe @ Fred Waring NB Eastside Parkway 1 14 SC3 Fred Waring @ Jefferson WB NE Corner LQ 15 SC3 Fred Waring @ Dune Palms WB NE Corner -In gutter in street LQ 16 SC3 Fred Waring @ Adams WB NE Corner LQ 17 M4-10(R) Miles @ Adams EB SW Corner LQ 18 M4-10(R) Miles @ Dune Palms EB SW Corner LQ 19 M4-10(R) Miles @ Madison EB SW Corner 1 20 M4-10(L) I Madison @ Miles NB Painted Median I 21 SC3 Clinton @ Miles NB SE Corner 1 22 M4-10(R) Miles @ Jefferson WB NE Corner 1 23 M4-10(L) Jefferson @ Miles SB Median 1 24 M4-10(R) Dune Palms @ Miles SB NW Corner LQ 25 M4-10(R) Adams @ Miles SB NW Corner LQ 26 M4-10(R) 111 @ Washington EB SW Corner LQ 27 M4-10(L) Adams @ 111 NB Median s/o Intersection LQ 28 M4-10(L) Dune Palms @ 111 NB Median s/o Intersection LQ 29 M4-10(R) 111 @ Monroe WB NE Corner 1 30 M4-10(L) Monroe @ 111 SB Painted Median 1 31 M4-10(R) 111 @ Clinton WB NE Corner 1 32 M4-10(L) Clinton @ 111 SB Westside Parkway 1 33 M4-10(R) 111 @ Madison WB NE Corner 1 34 M4-10(L) Madison @ 111 SB Westside Parkway 1 35 M4-10(L) Westward Ho @ Dune Palms WB NE Corner 1 36 M4-10(R) Dune Palms @ 111 SB NW Corner LQ 37 M4-10(L) Blackhawk @ Adams WB NE Corner LQ 38 M4-10(R) Adams @ 111 SB NW Corner LQ 39 M4-10(L) Simon @ Washington EB SW Corner LQ 40 M4-10(R) Dune Palms @ 48 SB NW Corner LQ 41 M4-10(R) Adams @ 48 SB NW Corner LQ 42 M4-10(R) 48 @ Washington JWB I NE Corner LQ ppO FES.S,0 HEq� N No. 69170 �,p � �y * E 6-30-24 * GILBERT M. HERNANDEZ SqCIVIL 2P rF R.C.E. No, 69170 EXPIRES: 6- -24 of CW' DATE: July 19, 2023 43 M4-10(R) Rancho LQ @ Washington WB NE Corner LQ 44 M4-10(L) Eisenhower @ Washington EB Median w/o Intersection LQ 45 M4-10(L) 50 @ Washington EB Median w/o Intersection LQ 46 M4-10(R) 50 @ Washington WB NE Corner LQ 47 M4-10(L) 52 @ Washington EB Median w/o Intersection LQ 48 M4-10(R) 52 @ Washington WB NE Corner LQ 49 M4-10(L) Jefferson @ 52 NB Median s/o Intersection LQ 50 M4-10(R) Jefferson @ 52 SB Median n/o Intersection LQ 51 M4-10(R) 52 @ Madison EB SW Corner LQ 52 M4-10(R) Monroe @ 54 SB NW Corner LQ 53 M4-10(R) Monroe @ Airport SB I SW Corner LQ 54 M4-10(R) Monroe @ 58 SB At Stop Stop LQ 55 M4-10(L) Trilogy Pkwy @ 60 NB At Stop Stop LQ 56 M4-10(R) 60 @ Madison WB At Stop Stop LQ 57 M4-10(R) Andalusia Drvwy @ Madison WB At Stop Stop LQ 58 M4-10(L) 58 @ Madison EB Median at Stop Sign LQ 59 M4-10(R) 58 @ Madison WB At Stop Stop LQ 60 SC3 Madison @ Airport NB SE Corner LQ 61 M4-10(R) Airport @ Madison WB NE Corner LQ 62 M4-10(L) Madison @ 54 NB Raised Median Before Stop LQ 63 M4-10(R) 54 @ Madison SB NW Corner LQ 64 M4-10(R) 54 @ Jefferson WB NE Corner LQ 65 M4-10(R) 111 @ El Dorado WB NE Corner PD/IW 66 M4-10(L) El Dorado @ 111 SB Median PD/IW 67 M4-10(R) 111 @ Cook WB NE Corner PD/IW 68 M4-10(L) Cook @ 111 SB Median PD/IW Special Sign Location Schedule - Start 12/03/23, Pickup 12/03/23 Sign Dir. Of # Code Street / Intersection Travel Position City 200 SS Avenue 52 @ Washington EB Southside curb LQ 201 SS Avenue 52 w/o Jefferson EB Median island LQ 202 SS Avenue 52 e/o Jefferson WB Median island LQ 203 SS Avenue 52 s/o Jefferson NB Eastside curb LQ 204 SS Avenue 50 w/o Via Palmila EB Southside curb LQ 205 SS Via Palmila s/o Avenue 50 NB Eastside curb LQ 206 SS Jess Anne Dr n/o Avenue 50 SB Westside curb LQ 207 SS Avenue 48 w/o Dune palms EB Southside curb LQ 208 SS Dune Palms Rd n/o Avenue 48 SB Westside curb LQ 209 SS Dune Palms Rd n/o Avenue 48 SB Inside S/B LTP LQ 210 SS Highway 111 w/o Costco Dr EB Inside E/B Taper LQ 211 SS Costco Dr s/o Highway 111 NB Eastside curb LQ 212 SS Costco Dr n/o Highway 111 SB Westside curb LQ Special Sign Location Schedule - Start 11/13/23, Pickup 12/04/23 Sign Dir. Of # Code Street / Intersection Travel Position City 100 SS Lake Cahuilla Ent. @ Toll Road LQ 101 SS Avenue 50 e/o Jefferson WB Northside curb 1 102 SS Monroe n/o Avenue 58 NB Eastside curb LQ 103 SS Avenue 52 e/o Monroe WB Northside curb 1 104 SS Avenue 52 w/o Monroe EB Southside curb LQ 105 SS Jefferson n/o Ave. 52 NB Eastside curb 1 106 SS 48 e/o Jefferson WB Northside curb 1 107 SS Hwy. 111 e/o Jefferson WB Northside curb 1 108 SS Miles e/o Washington EB Southside curb LQ 109 SS Madison n/o Avenue 58 SB Westside curb LQ 110 SS I Quarry s/o Jefferson NB Eastside curb LQ 111 SS Airport e/o Monroe WB Northside curb 1 112 SS Airport w/o Monroe EB Southside curb LQ 113 SS 54 e/o Monroe WB Northside curb I 114 SS 54 w/o Monroe EB Southside curb LQ 115 SS Madison s/o 50 SB Westside curb LQ 116 SS Dune Palms n/o Blackhawk NB Eastside curb 1 117 SS Dune Palms s/o Fred Waring SB Westside curb LQ 118 SS Adams n/o Blackhawk NB Eastside curb LQ 119 SS I Adams s/o Fred Waring SB Westside curb LQ 120 SS Via Palmila s/o 50 NB Eastside curb LQ 121 SS Washington @ Simon NB NE Corner LQ 122 SS 111 @ El Dorado WB NE Corner IW 123 SS 48 e/o Washington EB South Curb LQ 124 SS 50 e/o Washington EB South Curb LQ 125 SS 111 e/o Washington EB South Curb LQ 126 SS Madison n/o Avenue 54 NB Eastside curb LQ 127 SS 111 @ El Dorado WB Northside curb IW Index To Cities / Agencies RC Riverside County LQ City of La Quinta I City of Indio PD City of Palm Desert IW City of Indian Wells Changeable Message Signs - Start 11/06/23 to 12/04/23 Sign # Message Sign # Message 2 IRONMAN 4 IRONMAN 6 RACE 5 RACE 7 DEC.3 DEC.3 8 H11 CALL INFO TXT (760) IWLQ TO 668-7855 888-777 Changeable Message Signs Location Schedule - Start 11/06/23, Pickup 12/04/23 1 Harrison St. S/O Pierce St. N/B East Side Curb RC 2 Hwy. 111 E/O Monroe St. W/B North Side Turnout 1 3 Washington St. N/O Fred Waring S/B Median PD 4 Jefferson St. N/O Fred Waring S/B West Side Curb LQ 5 Madison St. N/O Airport Blvd. S/B Begin of Left Lane LQ 6 Hwy. 111 W/O Portola Ave. E/B Median PD 7 Hwy. 111 E/O Monterey Ave. E/B Median PD 8 Hwy. 111 E/O Clinton W/B Median I 9 Hwy. 111 E/O Madison W/B Median I 10 Clinton St S/O Miles Ave. N/B Median I 11 Clinton St S/O Fred Waring N/B Median I Changeable Message signs - start 12/03/23 to 12/03/23 Sign # Message 2 HWY 111 8 CLOSED @ 9 JEFFRSON L QUINTA USE --> F WARING Sign # Message 10 HWY 111 CLOSED @ JEFFRSON L QUINTA USE F WARING Sign # Message Fill HWY 111 CLOSED @ JEFFRSON L QUINTA <-- USE F WARING Sign # Message ❑3 WASHNTON CLOSED N/O 111 SOUTH LQ USE --> F WARING Sign # Message ® JEFFRSON CLOSED @ AVE 50 SOUTH LQ USE --> F WARING Sign # Message ❑5 METERED CROSSING @ AVE 58 LONG DELAYS 7-10 AM ppO FES.S,0 HEq� N No. 69170 �,p � �y * 6-30-24 * GILBERT M. HERNANDEZ SqE CIVIL 2P rF R.C.E. No, 69170 EXPIRES: 6' -24 of cn�`F� DATE: July 19, 2023 Sign # Message © HWY 111 CLOSED @ JEFFRSON <-- INDIO LAST CHANCE F WARING Sign # Message 7❑ HWY 111 CLOSED @ JEFFRSON <-- INDIO LAST CHANCE 1-10 Index To Cities / Agencies RC Riverside County LQ City of La Quinta I City of Indio PD City of Palm Desert IW City of Indian Wells Changeable Message Sign Start 11/06/23 to 12/04/23 Static Signs - See Sheet 3 for Locations Sign # Message SS - 100 SS - 101 SS - 102 SS - 103 SS - 104 SS - 105 3 IRONMAN Avenue 50 Monroe Avenue 52 Avenue 52 Jefferson IRONMAN Nov 29th - Dec 4th CLOSED CLOSED CLOSED CLOSED CLOSED DEC. 3 PARKING West of Jefferson Ave 58 to Ave 52 Monroe to Jefferson West of Monroe Ave. 52 to Ave. 50 7:30 AM - 1 PM LOTS Ironman Ironman Ironman Ironman Ironman CLOSED Dec. 3rd Dec. 3rd Dec. 3rd Dec. 3rd Dec. 3rd PIERCE STREET SS - 106 SS - 107 SS - 108 SS - 109 SS - 110 SS - 111 CLOSED Avenue 48 Hwy. 111 Miles Metered Metered Metered CLOSED CLOSED CLOSED Crossing Crossing Crossing West of Jefferson West of Jefferson East of Dune Palms at Avenue 58 at Jefferson at Monroe DETOUR TO Ironman Ironman Ironman Long Delay Long Delay Expect FILLMORE Dec. 3rd Dec. 3rd Dec. 3rd 7 AM - 10 AM 7 AM - 10 AM Long Delays DETOUR TO Dec. 3rd j Dec. 3rd I, Dec. 3rd HARRISON SS - 112 SS - 113 SS - 114 SS - 115 SS - 116 SS - 117 Metered Metered Metered Metered Metered Metered Crossing Crossing Crossing Crossing Crossing Crossing at Monroe at Monroe at Monroe at Avenue 52 at Miles at Miles Expect Expect Expect Expect Expect Expect Long Delays Long Delays Long Delays Long Delays Long Delays Long Delays Dec. 3rd Dec. 3rd Dec. 3rd Dec. 3rd Dec. 3rd Dec. 3rd SS-118 SS-119 SS-120 SS-121 SS-122 SS-123 Metered Metered Avenue 50 Ironman Ironman Avenue 48 Crossing Crossing CLOSED Detour to Detour to CLOSED at Miles at Miles @ Jess Anne Washington 1-10 West of Jefferson Expect Expect No Access to Dec. 3rd Straight Ironman Long Delays Long Delays Jefferson to Cook Dec. 3rd Dec 3r L Dec. 3rd Dec. 3rd Use Left Lanes Dec. 3rd SS-124 Avenue 50 CLOSED West of Jefferson Ironman Dec. 3rd SS - 125 Hwy. 111 CLOSED West of Jefferson Ironman Dec. 3rd IAII Businesses OPENI SS - 126 SS - 127 Metered Ironman Crossing Detour to at Avenue 52 Washington Expect Long Delays Dec. 3rd Dec. 3rd THIS PAG E INTENTIONALLY LEFT BLANK THIS PAG E INTENTIONALLY LEFT BLANK Estimated Closure Hours 6:30 AM TO 10:30 AM SIGN LEGEND: AVENUE 58 (45 MPH) 25' LEGEND: TI C OSED ``■ �--�� TRAFFIC CONE (SPACED AS INDICATED) m ONLY ONLY 42" DELINEATOR ( SPACED AS INDICATED) O C30 (CA) R3 - 1 R3 - 2 R3 - 1 S R3 - 5 (LT) R3 - 5 (RT) Z U) ROAD CLOSED SPECIAL EVENT AHEAD ROAD CLOSED READ DIRECTION OF BICYCLISTS DIRECTION OF TRAFFIC W 01 � R9-3 R11-2 R11-4 SC5 W12-1 W20-3 S SIGNALIZED INTERSECTION � 2 PROPOSED SIGN X TYPE I BARRICADE X TYPE I BARRICADE WITH SIGN (AS INDICATED) HYDRO K-RAIL (UNFILLED) Two way traffic from Stone Creek Way to Quarry Rd using Police radio controlled 25' QUgRRy<q NF(2SMp hJ MgTc (seegb ivp ore Right) Two way traffic from Stone Creek Way to Quarry Rd using Police radio controlled m R.C.E. No, 69170 EXPIRES: DATE, July 19, 2023 O Lu z J L _ W U a) Q ca) Mg/ rc(a 4 eH,%� E LEGEND: •f• TRAFFIC CONE ( SPACED AS INDICATED) 0--0_0 42" DELINEATOR ( SPACED AS INDICATED) --------- W DIRECTION OF BICYCLISTS DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN x TYPE I BARRICADE x TYPE I BARRICADE WITH SIGN (AS INDICATED) ME] ME] ME] HYDRO K-RAIL (UNFILLED) N = C Z =� m SIGN LEGEND: LANE CLOSED ONLYNL O/ C30 (CA) R3 - 1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) ROAD CLOSED SPECIAL EVENT AHEAD ROAD CLOSED AHEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 U H � KEEP J RIGHT R4 - 7a ON U Two way traffic from Stone Creek Way to Quarry Rd using Police radio controlled 25' (typ) m D — — — -� m m R11-2 }-(• }--(• }{• }-( — — — L 25 R11 -2 (typ) �o W20 - 3 Q w= Lu � KEEP 0 Lu W N RIGHT z R4-7a O (n 350' �— • R11-2 BE PREPARED TO STOP W3-4 350' C9A (CA) F 1 Estimated Closure Hours 6:30 AM TO 1 -30 AM PATROL VEHICLE PD OFFICER 25' (typ) AVENUE 58 (45 MPH) U� J W F _Z H � 25' (typ) O Q = KEEP 0_ 02 O 2 � KEEP Lo RIGHT 2 R4 - 7a Lu W 0 Ln RIGHT Z O v R4 - 7a Q U 25' ftyp) AVENUE 58 (45 MPH) 0 F aD J — — — E ' R11-2 R11.2 J+ � Q E L KEEP n � 14 RIGHT R4 - 7a (typ) (typ) QµO FESS�O� CN OFT„ ACCEPTED BY, M HER Colic DIG RT BEFOREp o California _N TRAFFIC CONTROL PLAN - IRONMAN 70.3 z � 011 �owoakN�oa.=aE.oRE.o�o� ,u0 69170 i'U ou S'1 �C DATE: * ,p 6-30-24 ti * GILBERT M. HERNANDEZ 5930 Lakeshore Dr. Plan Scale VARIOUS INTERSECTIONS Sql CIVIL zP R.C.E. No, 69170 EXPIRES 6�-24 Cypress, CA. 90630 / MARK REVISIONS DATE AVENUE 58AND STONE CREEK WAYTO S VALLEY LANE F of ca `F� (714) 67s - 8460 oaM.o„or „oM,„E, «„o.,r. LAQUINTA, CA. 92253 SHEET oP DATE. July 19, 2023 1" = 80' Lic. #786758 C31 DESIGNED BV DRAWN BY CHECKED BY DATE o6/13/23 W LU Z J � U a) Qa) � SIGN LEGEND: LANE CLOSED 0 6� O ■ t C30 (CA) R3 - 1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) ROAD CLOSED SPECIAL EVENT AHEAD CLOSED HEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 m (D n F (D Z -m o' m 25' (tyP) 25' •f• TRAFFIC CONE ( SPACED AS INDICATED) O--�O 42" DELINEATOR ( SPACED AS INDICATED) DIRECTION OF BICYCLISTS _2111- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN xTYPE I BARRICADE x TYPE I BARRICADE WITH SIGN (AS INDICATED) W:1 ELI W:1 HYDRO K-RAIL (UNFILLED) 32 TYPICAL 2 SHEET # R3 - R4-7a QRp FESS'�D� * �E., 6-30-24 * GILBERT M. HERNANDEZ �qrf CIVIL ��P R.C.E. N. 69170 EXPIRES'. 6'V-24 of cn�`P DATE, July 19, 2023 Close S/B Madison St (left lane closure) per WATCH Manual 36 2 oNLv KEEP RIGHT R4-7a R9-3 F >e J F R3 - 5 (LT) : R9-3 Estimated Closure Hours 6:30 AM TO 10:30 AM PATROL VEHICLE PD OFFICER Police will meter N/B and S/B traffic on Madison St during morning event ermittent Traffic Crossing) CONTINUE CONES ON T CENTERLINE TO MONROE ;� /%R9 b I C30 (CA) PD p�npp�n I Ids �d a�-2 yP)AVENUE 58 (50 MPH) F F F • }-(• • R11 -2111 MAE PD R9 - 3 JI� � kWQo b R3-1 Ltl LL 25' (tyP) I I • • I b I SIGN LEGEND: LANE CLOSED � � � O ■ O� C30 (CA) R3 -1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) CLOSED0 = AHEAD �� CRHEADD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 CONTINUE CONES ON CENTERLINE TO MADISON F 25' R3 - 5 (RT) S R9-3 D sr , F 5' Ma; (tyP) L R9-3 Estimated Closure Hours 7:30 AM TO 2:00 PM R3-2 R9-3 'D R9:3 AVENUE 58 (50 MPH) Avenue 58 closed at Van Buren per Riverside County TCP Hard close N/B Monroe / w/ Type I Barricades, Cones LEGEND: 0-0-9 TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) 0 DIRECTION OF BICYCLISTS N/B Monroe Street closed —01- DIRECTION OF TRAFFIC at Avenue 60 per County of Riverside TCP OSIGNALIZED INTERSECTION PROPOSED SIGN ,oFES51p 141. TYPE I BARRICADE �P�p ' z G w �No 69170 "T x TYPE I BARRICADE WITH SIGN (AS INDICATED) * gyp. 6-30-24 * GILBERT M. HERNANDEZ r CIVIL �` R.C.E. No. 69170 EXPIRES: 6- -24 9rP OF CPF\F� DATE: July 19, 2023 ME] E:1 ME] HYDRO K-RAIL (UNFILLED) PATROL VEHICLE PD OFFICER SIGN LEGEND: Estimated Closure Hours 7:30 AM TO 2:00 PM Place delineators - on center line to raised median �I LANE O� O� CLOSED C30 (CA) R3 -1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) PATROL VEHICLE CLOSED AHEAD �� CRM ADD I O Z R9-3 R11-2 R11-4 SC5 W12-1 W20-3 25 I � PD OFFICER (tyP) m LEGEND: 0-0-9 TRAFFIC CONE ( SPACED AS INDICATED 0--0-0 42" DELINEATOR ( SPACED AS INDICATED 1 DIRECTION OF BICYCLISTS DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN r PROFESS", X TYPE I BARRICADE z r TYPE I BARRICADE WITH SIGN (AS INDICATED) �rvo 69'170 � m * ,„p * 6-30-24 r P �9G GILBERT M. q CIVIL � rF RCE. NO. 691HERNANDEZ 70 EXPIRE$: 6- -24 OF ukl* DATE: July 19, 2023 ME] ME] ME] HYDRO K-RAIL (UNFILLED) SIGN LEGEND: I I Estimated Closure Hours 0 7:30 AM TO 2:00 PM LANE � � � O ■ O� CLOSED I I C30 (CA) R3-1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) I Q ROAD � SPECIAL Z PATROL VEHICLE CLOSED EVENT CLOSED 0 AHEAD HEAD I m R9-3 R11-2 R11-4 SC5 W12-1 W20-3 Cn PD OFFICER I � Cn I CrI I � 2 I 25' (typ) R3-2 Police will meter E/B and W/B I * traffic on Avenue 54 during morning event R9-3 PD AR9-3 (Intermittent Traffic Crossing) SC5 E- 5' Max (tyP) E— F PD QI � — — — — — — — — V, x IPD LEGEND: AVENUE 54 (55 MPH) R9-3 25' TRAFFIC CONE (SPACED AS INDICATED) (tyP) R3 - 2 rR9 O--�O 42" DELINEATOR ( SPACED AS INDICATED) DIRECTION OF BICYCLISTS 25' ltyp) _� DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN Place delineators opa°`ESS'°�q on center line to x TYPE I BARRICADE y�sM.HE��F2, raised median o z rvo. 69170 /�l�l J< �'( TYPE I BARRICADE WITH SIGN (AS INDICATED) * EN, 6-30-24 N * 6LBERT M. HERNANDEZ s q CIVIL ?P R.C.E. No. 69170 EXPIRES: fi- -24 rF of cA��F& DATEJuly 19, 2023 IV] JUI HYDRO K-RAIL (UNFILLED) Southern r —TIN 411-11a' R " CEPTED BY California DIG RT owoak,ry oA=°ER11C o o a TRAFFIC CONTROL PLAN - IRONMAN 70.3 811IRI II DATE: 5930 Lakeshore Dr.INLYT.IE_INN Plan Scale VARIOUS INTERSECTIONS N.TCypress, CA. 90630 /TH, NI T.MARK REVISIONS DATE AVENUE 54 AND MONROE STREET 12 39 (714) 676 - 8460 wroaM rouor"RI" . ILL ...Tr.- SHEET OF LIC. #786788 C31 DESIGNED BY -DRAWN BY CHECKED BY DATE o6rov22 r'=ao' LAQUINTA, CA. 92253 SIGN LEGEND: LANE CLOSED O & &C30(CA) R3-1 R3-2 R3-18 ROAD CLOSED � SPECIAL EVENT AHEAD R9-3 R11 -2 R11 -4 SC5 R11 - 2 �I LEGEND: 0-0-9 0--0-0 TRAFFIC CONE ( SPACED AS INDICATED) 42" DELINEATOR ( SPACED AS INDICATED) DIRECTION OF BICYCLISTS (tyP) 1 DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN pppFESSiOh'9 x TYPE I BARRICADE Ea H M ye��f��2� z TYPE I BARRICADE WITH SIGN (AS INDICATED) �rvo 69170 � 6-30-24 * ,„p * r P GILBERT M. q CIVIL � rF RCE. NO. 691HERNANDEZ 70 EXPIRE$: 6- -24 or cP�`F� DATE: July 19, 2023 ME] M:l ME] HYDRO K-RAIL (UNFILLED) SIGN LEGEND: C30 (CA) R3 - 1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) 0 ROAD CLOSED = EVENT SPECIAL AHEAD �y O ROAD CLOSED HEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 — VEHICLES BIKES 25' C3)(CA) X Close E/B Avenue 52 (left lane closure) per WATCH Manual 32 2 LEGEND: 0-0-9 TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) ow DIRECTION OF BICYCLISTS —20- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN xTYPE I BARRICADE x TYPE I BARRICADE WITH SIGN (AS INDICATED) ELI ELI ELI HYDRO K-RAIL (UNFILLED) 32 TYPICAL 2 SHEET # K Close S/B Monroe St z (2 right lane closure) XO per WATCH Manual I m 26 I NOTE: POLICE TO METER PEDESTRIANS, IF ANY "OFESSIO"q m� yc Zc rvo. 69170 /�l�l * Ell 6-30-24 N *-bl-BERT M. HERNANDEZ �9 CIVIL ?P R.C.E. No. 69170 EXPIRES 6�39-24 rF of cA��F& DATEJuly 19, 2023 cn I I 1 1111 1 11 al R3 - 5 (LT) IR11 - 2 Id —4> * C30(CA) I R11 - 2 R3 - 5 (RT) R9-3' fit PD R3-5(RT) R9-3 R11 -2 5' M x (typ) I R3 - 5 (RT) I.R11-2 ft-A� -ON- 7 5' Max - (tyw R9-3 AVENUE 52 (55 MPH) N/B Monroe St closed at Avenue 58 per City of La Quinta TCP 32 2 Close W/B Avenue 52 (left lane closure) per WATCH Manual 1 Estimated Closure Hours 7:30 AM TO 2:00 PM PATROL VEHICLE PD OFFICER SIGN LEGEND: LANE CLOSED 0 & O ■ r C30 (CA) R3 -1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) 0 CLOSED = AHEAD � ORHEADD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 25' LEGEND: 0-0-9 TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) 1 DIRECTION OF BICYCLISTS -011- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN x TYPE I BARRICADE x TYPE I BARRICADE WITH SIGN (AS INDICATED) ME] E:1 ME] HYDRO K-RAIL (UNFILLED) — VEHICLES BIKES R9.3 pppFESSiOh'9 HE 7F2 �rvo 69170 Z * ,„p 6-30-24 N * GILBERT M. HERNANDEZ �q CIVIL RCE. NO. 69170 EXPIRE$: 6- -24 rF OF 0,L`F� DATE: July 19, 2023 R9-3 w R9-3 h& 25' (typ) N D VEHICLES BIKES =D PD R3-18 25' Estimated Closure Hours 7:30 AM TO 2:00 PM PATROL VEHICLE PD OFFICER — VEHICLES BIKES — SIGN LEGEND: C30 (CA) R3 -1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) ROAD CLOSED AHEAD �� OAD L. CRHEADD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 25' LEGEND: 0-0-9 TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) 1 DIRECTION OF BICYCLISTS —01- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN x TYPE I BARRICADE x TYPE I BARRICADE WITH SIGN (AS INDICATED) ME] E:1 ME] HYDRO K-RAIL (UNFILLED) Estimated Closure Hours 7:30 AM TO 2:00 PM PATROL VEHICLE PD OFFICER VEHICLES BIKES C7 r c'n Z VEHICLES -U BIKES � VEHICLES BIKES 25' (tyP) _cn R11 - 2 25 R9 - 3 >=<>—< R9 - 3 5' Max (tYP) R11 -2 T 5' Max T (tyP) !� (1P) R3-18 R9-3 AVENUE 52 (50 MPH) (tyP) R3-18 R9.3 �F pppFESSiOh'9 Hfq,,. e �rvo 69170 Z * ,„p 6-30-24 N * GILBERT M. HERNANDEZ �q CIVIL R-CE. NO. 69170 EXPIRES: 6- -24 rF of cP�`F� DATE: July 19, 2023 SIGN LEGEND: C30 (CA) R3 - 1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) R3 - 7 (RT) ROAD CLOSED SPECIAL EVENT AHEAD CLOSED HEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 - VEHICLES BIKES ss R3-7 (Rs R3-2 D Close S/B Madison St o (n (left lane closure) per I I 0 WATCH Manual z 32 k 2 25 O (tYp) 2 W12 - 1 I Police will meter N/B and S/B traffic I and pedestrians on Madison St during morning event R3-2 VEHICLES I (Intermittent Traffic Crossing) BIKES I � 25' R3lid �i b I zs• /R3 - 2 (tYp) R3 - 2 LEGEND: 0-0-9 TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) 1 DIRECTION OF BICYCLISTS —011- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN x TYPE I BARRICADE x TYPE I BARRICADE WITH SIGN (AS INDICATED) ME] E:1 ME] HYDRO K-RAIL (UNFILLED) 32 TYPICAL 2 SHEET # Estimated Closure Hours 7:30 AM TO 2:00 PM PATROL VEHICLE PD OFFICER VEHICLES BIKES 25' AVENUE 52 (50 MPH) PD " F F PD O PD L� �} < • }-( PD R3 - 2 25' (tYp) (+ b � � Signal to be on flashing red (All Stop) R3-18 25' (tYp) Close N/B Madison St (left lane closure) per �C WATCH Manual � 32 2 R3 - 18 pROFE SS,0 M. Hfge. z Q5 �rvo. 69170 � a * ,„p 6-30-24 * GILBERT M. HERNANDEZ : �q CIVIL RCE. NO. 69170 EXPIRES: 6- -24 rF of cP�`F� DATE: JUIY 19, 2023 CLOSED LANE 0 & 0 0 O ■ t C30 (CA) R3 - 1 R3 - 2 R3 - 4 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) 0 ROAD CLOSED = SPECIAL EVENT AHEAD �� ROAD CLOSED HEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 FE�sroNq � Qao - O Z N 69170 -so-24 * GILBLRT M. HLRNANDLZ S9 CIVIL ?P rF R.C.E. No. 69170 EXPIRES: 6- -24 OF CX,� DATE: July 19, 2023 LEGEND: 0-0-9 TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) DIRECTION OF BICYCLISTS -0. —21111- DIRECTION OF TRAFFIC SO SIGNALIZED INTERSECTION PROPOSED SIGN XTYPE I BARRICADE X TYPE I BARRICADE WITH SIGN (AS INDICATED) ELI W] W:1 HYDRO K-RAIL (UNFILLED) KEEP LEFT R4-8a (Cone Mount) Add R4 - 8a signs periodically from Via Roblada to Jefferson 1 R3.4 Estimated Closure Hours 7:30 AM TO 2:00 PM PATROL VEHICLE PD OFFICER \R R11 - 2 ��I����1000��� — >-< � VEHICLES VEHICLES BIKES R3-2 All local traffic to exit Via Roblada on 0 BIKES 0 W/B Avenue 52 (#1 Lane) to 7Jefferson roundabout with PD R3 - 5 (RT) metering this intersection. T 25' R11 - 2 PD - - - - - - -� R11 - 2 < F F x,x 1 >=< >--<• >--< . 0 ay 31 1 All local traffic to enter Via Roblada AVENUE 52 (50 MPH) on E/B or W/B Avenue 52 (#1 Lane) with PD monitoring this intersection for metered re-entry. F #200 PLACE SIGN ON AVENUE 52 AT WASHINGTON ST �It m m X O Z C/) I I SIGN LEGEND: CLOSED LANE 0 & 0 �O� t C30 (CA) R3 - 1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) 0 ROAD CLOSED SPECIAL EVENT AHEAD �� ROAD CLOSED HEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 R9-3 PD 5' Max R9 - 3 (tYp)— 25' 1111 - 2 (tyP LEGEND: Estimated Closure Hours 0-9-9 8:15AMT02:15PM TRAFFIC CONE (SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) --------- aw DIRECTION OF BICYCLISTS PATROL VEHICLE —' DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PD OFFICER PROPOSED SIGN xTYPE I BARRICADE xTYPE I BARRICADE WITH SIGN (AS INDICATED) 071 IV] 071 HYDRO K-RAIL (UNFILLED) JEFFERSON CLOSED NORTH OF AVENUE 52 Special Sign 25' #202 (typ, O R J m w uw) CJ1 I I -9L W20-3 I !- SC5 PD e w �C:� - --4t - - - - - - - - - - - - U AVENUE 52 (50 MPH) I R9.3 O mow= >� O IY 75 000 R11 - 2 J Lu 25' lal 25' (typ) — R3 - 1 (tYp) w AVENUE 52 (50 MPH) U- - - - - - m Q w F F 61 w —job- z- - - - - - - - - - - - - - - - - - - - - - - - - - J ' 1 U 25' (typ) R3-2 R.C.E. No, 69170 EXPIRES: o DATE, July 19, 2023 i (all way stop) QRp FESSIONy tiEq y - N rvc. 69170�'�` �., * E 6-M-24 * GILBERT M. HERNANDEZ Sq CIVIL ?P rF R.C.E. No. 6917D EXPIRES: 6- -24 of cw� DATE. July 19, 2023 Estimated Closure Hours 7:30 AM TO 2:30 PM PATROL VEHICLE PD OFFICER CLOSED 0 & 0 O ■ t C30 (CA) R3 - 1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) ROAD CLOSED = EVENT SPECIAL AXEAO �y O ROAD CLOSED AHEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 110-0-0 TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) DIRECTION OF BICYCLISTS —jb- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN x TYPE I BARRICADE X TYPE I BARRICADE WITH SIGN (AS INDICATED) NE ME] ME HYDRO K-RAIL (UNFILLED) 32 TYPICAL 2 SHEET# SIGN LEGEND: LANE CLOSED 0 6� O ■ t C30 (CA) R3 - 1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) ROAD CLOSED EVENT SPECIAL AHEAD CLOSED HEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 AVENUE 50 (50 MPH) E/B AVENUE 50 CLOSED AT JESS ANNE DR LEGEND: •f• TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) ow DIRECTION OF BICYCLISTS —20- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN xTYPE I BARRICADE x TYPE I BARRICADE WITH SIGN (AS INDICATED) ELI ELI ELI HYDRO K-RAIL (UNFILLED) 32 TYPICAL 2 SHEET # Close S/B Jefferson St (right lane closure) per WATCH Manual 31 2 I II I I I Estimated Closure Hours 1 7:30AMT02:15PM I b4 I m m m 0 O PATROL VEHICLE Z 25 1 I I W, (typ) � PIS OFFICER 1 1 I � 1 1 ba I I II 1 II I I Signal to be on flashing red (all way stop) R3 - 1 350' 350' b b R9 - 3 C30 (CA) R3 - 5 (RT) p R9-3M PD � �W20-3 �SCS Q Q x O PD— x XiR11-2— �61 x x x x_ R11-2 PD PD R9-3 R9-3� • R11 -4 • R3-18 I • II 1 • I I 1 � I 25' (tY1 I • 1 R3-18 II I • II I I 1 b II Q�yOFESSIp�q 1 • rvo. 69170 � z /�l�l -bl-BERT M. HERNANDEZ �9 CIVIL ?P R.C.E. No. 69170 EXPIRES: 6�34-24 rF 1 I 1 of cA��F& DATEJuly 19, 2023 U • SIGN LEGEND: LANE CLOSED ■ ONLY O� C30 (CA) R3 -1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) ROAD CLOSED AHEAD �� CRHEADD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 F AVENUE 50 25' CLOSED AT JESS ANNE (typ) Close E/B Avenue 50 NO ACCESS (right lane closure) TO JEFFERSON per WATCH Manual Special Sign 31 #204 2 pppFESSiOh'9 Hfn 7F2 'rvo 69170 Z * ,„p 6-so-2a N * GILBERT M. HERNANDEZ �q CIVIL RCE. No. 69170 EXPIRES: 6- -24 rF OF cPI`F� DATE: JUly 19, 2023 AVENUE 50 CLOSED AT JESS ANNE NO ACCESS TO JEFFERSON S Special Sign #206 4J R3.5(RT) F �11 Estimated Closure Hours LEGEND: 7:30 AM TO 2:15 PM 0-6-9 TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) PATROL VEHICLE ------- DIRECTION OF BICYCLISTS DIRECTION OF TRAFFIC PD OFFICER OSIGNALIZED INTERSECTION 2 PROPOSED SIGN D LO x TYPE I BARRICADE N_ X TYPE I BARRICADE WITH SIGN (AS INDICATED ) Lu Z IV] Ilp W] HYDRO K-RAIL (UNFILLED) Z Q to 32 TYPICAL W 2 SHEET # W/B AVENUE 50 CLOSED AT — — — JEFFERSON\ PER SHEET ET 21 21 F R11-2 Y — — — — — — — — — — — C30 (CA) / AVENUE 50 (50 MPH) Q : J R3-1 �� h Q : AVENUE 50 Q N CLOSED AT > JESS ANNE NO ACCESS TO JEFFERSON Special Sign #205 Estimated Closure Hours 7:30 AM TO 2:30 PM I II 25' I I I T m (tyP) I I M ' PATROL VEHICLE I o7 oPD OFFICER in 0 II � I � 2 II II Signal to run in modified operation R3-1 b RID -3250' 250' � J T x P'IR9-3 R3 - 5 (RT) 'I W20-3 SC5 LEGEND: X D x � — — — XR11 - 2 O — _ _ _ _ _ _ •--�• TRAFFIC CONE ( SPACED AS INDICATED) x R11 -2 � x AVENUE 49 (40 MPH) 0 42" DELINEATOR (SPACED AS INDICATED) Ez, x �R9-3 --------- DIRECTION OF BICYCLISTS R9-3�DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION �I R3 18 PROPOSED SIGN SIGN LEGEND: TYPE I BARRICADE �r Xi TYPE I BARRICADE WITH SIGN (AS INDICATED ) LANE ONLY t HYDRO K-RAIL (UNFILLED) CLOSED C30 (CA) R3-1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) 25' (tYP) I ROAD AHEAD HEAD • CLOSED EVENT � CLOSED I • R9-3 R11-2 R11-4 SC5 W12-1 W20-3 I� I • I II QRDvessr0 M. fR BY Southern r a' IT. ADCEBTED mom` ti9�otiT California� DIG RT pwoak FDR,op=�EFpRE o o a TRAFFIC CONTROL PLAN - IRONMAN 70.3 �11 No 69170 m 811 DATE: * e.p 6-30-24 N * GILBERT M. HERNANDEZ VARIOUS INTERSECTIONS c 6- -24 5930 Lakeshore Dr. Plan Scale 23 39 SqT CIVIL R.C.E. No. 69170 EXPIRES: MARK REVISIONS DATE e aE a��F& Cypress, CA. 90630 / AVENUE 49 AND JEFFERSON STREET SHEET OF DATE, July (714)676-8460 NF_T'To_RR`T,'HEN—E LAQUINTA, CA.92253 LIC.#786758 C31 DESIGNED BY -DRAWN BY CHECKED BY DATE 06/01/22 SIGN LEGEND: LANE CLOSED 0 � O ■ t C30 (CA) R3 - 1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) O ROAD CLOSED SPECIAL EVENT AHEAD CLOSED HEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 w z J U R9�R3-5(RT) yI R3 - 18 1 1 R3.18 25' (1Yp) I II I I bb I D I II m D I II Close E/B Avenue 48 I b (right lane closure) per WATCH Manual I • 2 pROFE E HfR ACCEPTED BY, Southern DIG RT c °"" m m California 111 11 �s°Ea w 0 691]0� rvu w "rcw onv eero"evwoi°. * ENP 6-30-24 * GILBERT M. HERNANDEZ 811 DATE: CIVIL �P R.C.E. No. 69170 EXPIRES 6- -24 5930 Lakeshore Dr. 9re F� Cypress, CA. 90630 /LKII MARK REVISIONS DATE OF CA�� DATE'. My 19, 2023 (714) 676 - 8460 wroam you ov w"ou r"evwiu Nonvr. Lic. #786758 C31 I DESIGNED BY -DRAWN BY -CHECKED BY -DATE 06/13/23 LEGEND: •tom TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) --------- ow DIRECTION OF BICYCLISTS DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN x TYPE I BARRICADE X TYPE I BARRICADE WITH SIGN (AS INDICATED) ME ME] ME HYDRO K-RAIL (UNFILLED) 32 TYPICAL Estimated Closure Hours 7:30 AM TO 2:30 PM PATROL VEHICLE PD OFFICER 2 SHEET# Close W/B Avenue 48 (left lane closure) per WATCH Manual 32 W12 - 1 2 ay 6 AVENUE 48 (50 MPH) Signal to run in modified operation Close N/B Jefferson St (right lane closure) per WATCH Manual 31 2 1�l PATROL VEHICLE PD OFFICER 0 INN F � Y � R11 -2 R11 -2 x ROAD CLOSED AT COSTCO DR. GAS STATION HAS AGREED TO HAVE A HARD CLOSURE DURING THE TIME ATHLETES WILL PASS THROUGH MOBIL GAS STATION (CLOSED) SIGN LEGEND: C OSED ONLY ■ ONLY C30 (CA) R3 - 1 ROAD CLOSED R3 - 2 R3 - 18 SPECIAL EVENT AHEAD R3 - 5 (LT) �� R3 - 5 (RT) ROAD CLOSED HEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 II II zs (tYP) Estimated Closure Hours Q' 0 0 I I 7:30 AM TO 2:30 PM Close W/B Highway 111 One lane free right turn (2 left lane closure) per R3-1 with officer directing WATCH Manual ,�D �, b C30(CA) 36 W12-1 2 R9-3��R9-3 qR3-5(RT) PID x 4 Q Q XR11 -2 5' Ma (typ) F x — — — �- xR11-2O x s �r x R11 -2 x � PD PD R9-3 HIGHWAY 111 (45 MPH) R9-3� aaa� & Signal to run in modified operation R3.18 25' (tYP) CLOSE THIS DRIVEWAY (w/ Hvdro K-Rail). b I II `m 7-I 7-I 25' m (tYP) I I o Z W a fill CIt R3-18 I II Close N/B Jefferson St (right lane closure) per WATCH Manual 31 2 LEGEND: W--W--W TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) --------- DIRECTION OF BICYCLISTS —AN- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN xTYPE I BARRICADE xTYPE I BARRICADE WITH SIGN (AS INDICATED) ELI ME] ELI HYDRO K-RAIL (UNFILLED) 32 TYPICAL 2 SHEET # SIGN LEGEND: LANE CLOSED �O�NLY O� NLY C30 (CA) R3 - 1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) ROAD CLOSED SPECIAL EVENT AHEAD �� ROAD CLOSED HEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 NO ACCESS TO JEFFERSON Special Sign #212 = Signal to run in free operation \ R3-2 � Q Q Q Y C30 CA - C3if�CA)l� W12-1 25' NO (1yp) ACCESS Close W/B Highway 111 TO (2 right lane closure) JEFFERSON per WATCH Manual at Special Sign 0 O Dune Palms W 36 O 2 0 IV UT LEGEND: 0-9-0 TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) --------- DIRECTION OF BICYCLISTS —01- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN x TYPE I BARRICADE X TYPE I BARRICADE WITH SIGN (AS INDICATED ) Ip ELI Ip HYDRO K-RAIL (UNFILLED) 32 TYPICAL Estimated Closure Hours 7:30 AM TO 2:30 PM PATROL VEHICLE PD OFFICER 2 SHEET# I �9U8� Q Q R11-2 I _ PD HIGHWAY 111 (45 MPH) b R3-1 MOBIL Gas Station 0 b �((( (Closed) A - NO ACCESS TO Jimmy John's JEFFERSON Sandwiches Special Sign #211 ***NOTE*** Blu Oasis CLOSE DRIVEWAY Dental MORNING OF RACE 79-845 THIS PAG E INTENTIONALLY LEFT BLANK � IZy�QNI PNO J\S�PG� PpOFE5s�0� M, HER, No 69170 N �E,, * 6-30-24 * GILBERT M. HERNANDEZ �qlf CIVIL ��g R.C.E. No, 69170 EXPIRES6- -24 OF ca11F DATE. July 19, 2023 Estimated Closure Hours 7:30 AM TO 2:30 PM PATROL VEHICLE PD OFFICER LEGEND: TRAFFIC CONE ( SPACED AS INDICATED) O--�O 42" DELINEATOR ( SPACED AS INDICATED) --------- DIRECTION OF BICYCLISTS DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN xTYPE I BARRICADE X TYPE I BARRICADE WITH SIGN (AS INDICATED) ELI ME] ELI HYDRO K-RAIL (UNFILLED) CLOSED LANE 0 6� O ■ t C30 (CA) R3 - 1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) 0 ROAD CLOSED = SPECIAL EVENT AHEAD �� ROAD CLOSED HEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 R R! R11-2.X_ R11-2 II x » x \ R PLACE RI -4 AT DUNE PALMS LEGEND: 0-0-9 TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) DIRECTION OF BICYCLISTS sp —20- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN Q�yOFESSIO�q xTYPE I BARRICADE z o N No69170 �'( J< TYPE BARRICADE WITH SIGN (AS INDICATED) * e.P 6-2a s 3o-* �H EBERT M. ERNANDEZ q CIVIL ?P rF R.C.E. No. 69170 EXPIRES: fi- -24 of cA��F& DATEJuly 19, 2023 W:l W:l HYDRO K-RAIL (UNFILLED) Residential Egress via Paseo Del Rey 25' (typ) m TI I m OO7 I Z cn I I I I o I � I I I I I I R3-1 I b AUGUSTAWAY R9 3� NR9-3 (25 MPH) \ x xx R11-2 xQ x O s x� x R11-2x x� x PD R9-3 R9-3� b I �I R3-18 I R3-18 I 25' I (typ) • I I I yI PEBBLE BEACH DR (25 MPH) Signal to run in modified operation w/ Indio SIGN LEGEND: C OSED O O O O ONLY C30 (CA) R3 - 1 ROAD CLOSED R3 - 2 R3 - 18 CI..AL> R3 - 5 (LT) �� R3 - 5 (RT) ROAD CLOSED HEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 Estimated Closure Hours 7:30 AM TO 2:30 PM PATROL VEHICLE PD OFFICER LEGEND: 0-0-9 TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) --------- w DIRECTION OF BICYCLISTS -30- DIRECTION OF TRAFFIC OS SIGNALIZED INTERSECTION PROPOSED SIGN x TYPE I BARRICADE Xi TYPE I BARRICADE WITH SIGN (AS INDICATED) ELI ELI ELI HYDRO K-RAIL (UNFILLED) Close S/B Jefferson St (right lane closure) per WATCH Manual 31 2 W12-1 C30 (CA) MILES AVE (50 MPH) 25' R9-3 F F �— — — — — F I 100' ____j7R9 - 3 25' min R9.3 (tYp) All Bicycles Shall Begin Merge Into Eastbound #1 Lane At This Point 25' 1Yp) fit it Estimated Closure Hours LEGEND: 7:30 AM TO 2:30 PM TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) PATROL VEHICLE m --------- DIRECTION OF BICYCLISTS n TI m �—� DIRECTION OF TRAFFIC PD OFFICER O Z O SIGNALIZED INTERSECTION � PROPOSED SIGN O X TYPE I BARRICADE 2 X TYPE I BARRICADE WITH SIGN (AS INDICATED) SIGN LEGEND: ME] E:] JU HYDRO K-RAIL (UNFILLED) 32 TYPICAL 2 SHEET# LANE 0 CLOSED ONLY ONLY w C30 (CA) R3 - 1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) ROAD SPECIAL �� ROAD CLOSED EVENT CLOSED AHEAD HEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 Signal to run in free operation F F F O 15' SC5 - 91R9-3 R3-4 SIGN LEGEND: Eastbound closed at Dune Palms LEGEND: •f• TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) 1 DIRECTION OF BICYCLISTS —011- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN x TYPE I BARRICADE x TYPE I BARRICADE WITH SIGN (AS INDICATED) ME] E:1 ME] HYDRO K-RAIL (UNFILLED) DANDELION DR (25 MPH) X IVIILtJAVtz (OU IVIF H) S S" 25' (typ) R11-2 R11 - 2 All Bicycles Shall Merge Into Eastbound #1 Lane By This Point �• • • PD I R3-18 25' : (typ) R9 - 3 : R9-3 Emergency access lane to this gatex R11 - 2 pROFE5S10� �4� M. HEFZ _ z 69170 * E, 6-30-24 N * GILBERT M. HERNANDEZ T1, CIVIL Z R.C.E. No. 69170 EXPIRES: 6- -24 of 'N'* DATE. July 19, 2023 Residential Egress via — Paseo Del Rey Estimated Closure Hours 7:30 AM TO 2:30 PM PATROL VEHICLE PD OFFICER SIGN LEGEND: Lk Police will meter N/B and S/B ■ I traffic on Dune Palms Rd during morning event Signal to be on (Intermittent Traffic Crossing) flashing red (All Stop) R3.18 10, R9 - 3 R9-3 (tYP) MILES AVE (50 MPH) =PD T R3.18 \ PD P D, R11 -21 I Z PD — — — — — — R11-2 I W20 - 3 25' R3 - 5 (RT) � : PD 25' (tYP) \ R9 - 3 • R9 - 3 (tYP) 10' 10' (tYP) (tYP) • LEGEND: •f• TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) 1 DIRECTION OF BICYCLISTS DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN x TYPE I BARRICADE x TYPE I BARRICADE WITH SIGN (AS INDICATED) ME] E:1 ME] HYDRO K-RAIL (UNFILLED) pROFE SS10 �4� M. HEFZ _ z � �rvo 69170 * E.P 6-30-2a N * GILBERT M. HERNANDEZ TgTF CIVIL � R.C.E. No. 69170 EXPIRES: 6' -24 of cn�`F DATE. July 19, 2023 R3-18 0 Estimated Closure Hours 7:30 AM TO 2:30 PM 10, (tYP) R3-18 \ PATROL VEHICLE PD OFFICER m lv x OT Do �m �z =D �o F SIGN LEGEND: LANE � � � O ■ O� CLOSED C30 (CA) R3 -1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) CLOSED0 = AHEAD �� CRHEADD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 LADERA DR (25 MPH) F R3-18� 5' Max — — — — — — — — (/) F R11-2 — — — H R3-18 � W 25' R9 - 3 (tyP) I LEGEND: KARA CT (25 MPH) •f• TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) DIRECTION OF BICYCLISTS 1 —011- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN X TYPE I BARRICADE pROFE5S10� 0 _ z N 69170 TYPE I BARRICADE WITH SIGN (AS INDICATED) * * sT E, 6-30-24 qTF CIVIL � GILBERT M. HERNANDEZP R.C.E. No. 69170 EXPIRES: 6" -24 OF CNI* DATE. July 19, 2023 ME] ME] ME] HYDRO K-RAIL (UNFILLED) Estimated Closure Hours 7:30 AM TO 2:30 PM PATROL VEHICLE OFFICER NOLAN CIR (25 MPH) 2 D 7_ r D z 0 0 N C71 10, (typ) \ 10' (typ) 10, (typ) LEGEND: •f• TRAFFIC CONE ( SPACED AS INDICATED) 0--0_0 42" DELINEATOR ( SPACED AS INDICATED) ow DIRECTION OF BICYCLISTS _2111- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN xTYPE I BARRICADE x TYPE I BARRICADE WITH SIGN (AS INDICATED) W:1 W] W:1 HYDRO K-RAIL (UNFILLED) a R3-18 SIGN LEGEND: <S> 0 & 0 O ■ 4 C30 (CA) R3 - 1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) ROAD CLOSED SPECIAL EVENT AHEAD CLOSED AHEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 F MILES AVE (50 MPH) "O EEssroNgv W tMEgti Fy � LL �rvo 69170 � m �9 G'� * E.� 6-30-24 * GILBERT M. HERNANDEZ Sq CIVIL ?P R.C.E. No. 69170 EXPIRES: 6-'3O'-24 rF of cA��F� DATE: July 19, 2023 Southern 17=. DIG RT owoakNIoa.`°oRE.IIII California osEa .EE 811 5930 Lakeshore Dr, Cypress, CA. 90630 THE CEN TER THERE IoULD BE OTHER or LITTES (714) 676 - 8460 PR_Touor wHo1 ITT ..Nona_ ` Lic #786758 C31 Signal to be on flashing red (All Stop SC5 cf s I I I I R3-18 Estimated Closure Hours 7:30 AM TO 2:30 PM PATROL VEHICLE PD OFFICER Police will meter N/B and S/B traffic on Dune Palms Rd during morning event (Intermittent Traffic Crossing) b R9-3 R9-3 R3-18 Q s = PD PD 1 PD \J J PD 0 0 0 PD 25' : : 5' R3-18 R9-3 R9.3 2 (typ) b fir' (typ) R3-18 I I � I I I I * I I � I I • I I • I I I I� fit SC5 ACCEPTED BY TRAFFIC CONTROL PLAN - IRONMAN 70.3 DATE: Plan Scale VARIOUS INTERSECTIONS REVISIONS DATE — — MILES AVENUE AND ADAMS STREET SHEET36 OF 39 By D-H BY CHECKED 9V DATE o6/ot/22 11'=80' LA QUINTA, CA. 92253 SIGN LEGEND: SC5 T ALDEN CIR (25 MPH) 0 rn m m r m ;0 fV U1 Signal in red flash R3-18 R3-5(RS MILES AVE (50 MPH) R9-3 R9-3 � s F — — — — — — — — — — F O — E� — — _ — --- - -406- R11-2 25' (tyP) LEGEND: 0-0-9 TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) 1 DIRECTION OF BICYCLISTS -011- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN x TYPE I BARRICADE x TYPE I BARRICADE WITH SIGN (AS INDICATED) ME] E:1 ME] HYDRO K-RAIL (UNFILLED) pFOFE5S10�' _ z G 69170 * Np, 6-30-24 N * GILBERT M. HERNANDEZ T1T CIVIL R.C.E. No. 69170 EXPIRES: 6' -24 OF CNI* DATE. July 19, 2023 PD R3.18 R9.3 R9-3 60 R3 - 5 (RT) R3-18 25' (tyP) Estimated Closure Hours 7:30 AM TO 2:30 PM PATROL VEHICLE PD OFFICER R11 - 2 R3-18 Add R3 - 18 sign at all exits on Miles Ave Shuttle Buses and participant entrance for parking in this lot LEGEND: •f• TRAFFIC CONE ( SPACED AS INDICATED) O--O—O 42" DELINEATOR ( SPACED AS INDICATED) ow DIRECTION OF BICYCLISTS —20- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN XTYPE I BARRICADE X TYPE I BARRICADE WITH SIGN (AS INDICATED) Illy W] Illy HYDRO K-RAIL (UNFILLED) S/B Washington St. closed at Fred Waring Dr. per City of Indian Wells TCP ■ S/B Washington St. closed at Via Sevilla Indian Wells Unit _ - � - - - - - - - - I � xi C30(CA) �Y MILES AVE (50 MPH) 25' (typ) SIGN LEGEND: C OSED ONLY ■ ONLY C30 (CA) R3 - 1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) ROAD CLOSED SPECIAL EVENT AHEAD �� ROAD CLOSED HEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 Signal to be on flashing red I (All way stop) Estimated Closure Hours 7:30 AM TO 2:30 PM PATROL VEHICLE PD OFFICER 25' V 1 R9 - 3 (typ) - 3 PD � R3 .5 (RT) � R3 - 5 (RT) �— F F F 0 5' Max R3 - 5 RT q)— ` O O O O O 00 O O O (typ) O O� I—� R3 - 18 xC30(CA) 00 —R3-18 00g000 0 � �S _ R9.3 PD 2s' \ (typ) \ \ K9-3 25' (typ) 0. Soso \ C30(CA) FE SS�DN \ 9 \ l m HER,oF,Z GILBERT M. HERNANDEZ Sq CIVIL ?P R.C.E. No, 69110 E1111111: rF of CnC`F� DATE: July 19, 2023 I }-C )--C )--C R11 -2 R3-18 Add R3 - 18 sign at all exits on Miles Ave Shuttle Buses and participant entrance for parking in this lot LEGEND: 0­1111111-111111, TRAFFIC CONE ( SPACED AS INDICATED) O--C__O 42" DELINEATOR ( SPACED AS INDICATED) ow DIRECTION OF BICYCLISTS —20- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN XTYPE I BARRICADE X TYPE I BARRICADE WITH SIGN (AS INDICATED ) W:1 W:I W:1 HYDRO K-RAIL (UNFILLED) W20-3� \ R3-1 \ \ Indian Wells Unit R11 -2 1 \\ �i C30(CA)— `� C30(CA) �Y J�� MILES AVE (50 MPH) 25' (tyP) SIGN LEGEND: C OSED ONLY ■ ONLY C30 (CA) R3 - 1 R3 - 2 R3 - 18 R3 - 5 (LT) R3 - 5 (RT) ROAD CLOSED SPECIAL EVENT AHEAD �� ROAD CLOSED HEAD 11 ■I R9-3 R11-2 R11-4 SC5 W12-1 W20-3 W4-2(LT) Estimated Closure Hours 5:30 AM TO 7:30 AM 2:30 PM to 5:00 PM PATROL VEHICLE PD OFFICER Alternate set-up for W/B Miles Ave. at Washington St. \ prior to event (approx. 5:30 AM - 7:30 AM) and post \ event (approx. 2:30 PM - 5:00 PM). R11 -2 R Arrowboard (Double Arrow) 25 W12 - 1 W4-2 C30(CA) (typ) W20 - 3 (LT) PD '� 1 1 00 IP %� %i✓ paOEESSI, QE° SM. HEq'y��, 69170 * ,p 6-30-24 N * GILBERT M. HERNANDEZ S9 CIVIL �� R.C.E. No. 69170 EXPIRES: 6- -24 rF or CnS`F� DATE.. July 19, 2023 ONLY \ U-Turn Only v \ O11, SIX R3-2 R PIW20-3 \ SIGN LEGEND: R3 CLOSEDLANE 0 S� 0 O ■ t C30 (CA) 0 R3-1 ROAD CLOSED R3 - 2 R3 - 18 SPECIAL � EVENT AHEAD R3 - 5 (LT) �y O R3 - 5 (RT) ROAD CLOSED HEAD R9-3 R11-2 R11-4 SC5 W12-1 W20-3 LEGEND: 0-0-9 TRAFFIC CONE ( SPACED AS INDICATED) 0--0-0 42" DELINEATOR ( SPACED AS INDICATED) DIRECTION OF BICYCLISTS —20- DIRECTION OF TRAFFIC OSIGNALIZED INTERSECTION PROPOSED SIGN xTYPE I BARRICADE x TYPE I BARRICADE WITH SIGN (AS INDICATED) W:1 W] W:1 HYDRO K-RAIL (UNFILLED) Signal to run in modified operation pryOFESSION 9 _ o z "No.69no l � * „p 6-so-24 N * GILBERT M. HERNANDEZ s9 [ CIVIL ?P R.C.E. No. 69170 EXPIRES: 6- -24 rF of CW� DATE.. July 19, 2023 F1 I I I I U) I I I I z I I I I 00 444 I ICri `■00MI■ M Delineators x� I ' 1 0 MATCHLINE - A (See Above) MATCHLINE - A (See Below) Estimated Closure Hours I�I h h �I-C I 7:30 AM TO -30 PM I II I hbb I60 60 II I I� = I I I I 0 Z bab I Cn I I — � I I = I I I I Right turn overlap indication I I will be dark as part of the I I I I signal modification timing I I C30(CA) C30(CA) I I I I Close N/B Washington St (3 right lane closure) per I R3-1 1 WATCH Manual � b 36 � I 2 > \ I I IN, 25' I I (tYp) EN3 T F Miles Ave. t v Jefferson 5t. *Subject to change 3 4- Ave I 56th Ave 13 FISH TRAPS ARCHEOLOGICAL SITE ----------------------------------- 1 1 I I I 1 1 1 1 Avenue 60 1 1 I 1 1 1 1 0Vt Way 61st Ave. 1 1 I I 1 � 1 1-----------------;----------------! I I I I C ? I I 1 Avenue so !—--, 1 4— 62ndAve. ------- .'It 13 4- -. , 1360 N^ -. ssth Ave. W v 86 NSITION AREA 7START LINE ® FINISH LINE a MILE MARKERS © WATER/AID STATION ENDURANCE ® (5GATORADE STATION KA. MAURTEN STATION U—TURN • m 70014�INDIAN WELLS TURN BY TURN DIRECTIONS ■ Exit Lake Cahuilla ■ Left on Jefferson St Right on 58 Ave ■ Right on Van Buren ■ Right on 62nd Ave ■ U turn on 62nd Ave ■ Right on Piece St ■ Right on to 66th Ave ■ Left on Pierce St ■ U Turn on Pierce St ■ Right on Ave 66th U turn on 66th Ave ■ Right on on Pierce St ■ Left on 62 Ave ■ Right on Polk St ■ Left on 60 Ave ■ Left on Entrance to Racetrack ■ Continue through Racetrack ■ Left on 60 Ave ■ Right on Van Buren ■ Left on 58 Ave ■ Right on Monroe St ■ Left on 52 Ave ■ Right on Jefferson ■ Left on Miles ■ Right into Indian Wells Tennis Garden Start Elevation: 55 ft ■ Finishing Elevation: 140 ft ■ Gain: 528 ft 200 w 100 - - 0 100 200 0 5 10 15 20 25 30 35 40 45 50 56 PERMIT NO. ENC2023-1016 Ironman 70.3 Indian Wells La Quinta / Traffic Control / Various Streets; See Attached Traffic Control Plan (No asphalt or earthwork permitted) The following permit conditions shall apply: 1. Jim Sprinkel with Southern California Barricades shall be available during the event by cellular phone at (714) 271-5832. 2. 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. 3. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 4. The permittee must maintain proper stopping and sight distances for the vehicular traffic users using the public right of way. 5. 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. 6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 7. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin #97-04 for 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 and endorsements shall be submitted to the City. Each policy shall name the City as an additional insured. 8. 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. 9. 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. PERMIT NO. ENC2023-1016 Ironman 70.3 Indian Wells La Quinta / Traffic Control / Various Streets; See Attached Traffic Control Plan (No asphalt or earthwork permitted) 10. 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. 11. 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. 12. Should additional work, materials, or modifications of the work 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. 13. The permittee shall not encroach upon private property without prior written approval (submit to the Design and Development Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 14. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. 15. Access and egress to all local properties shall be maintained at all times. 16. 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. 17. 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. 18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 19. 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. Page 1 of 2 AC`aJ�JoCERTIFICATE OF LIABILITY INSURANCE FD08/08ATE / 2023V) OB/08/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Willis Towers Watson Certificate Center DAME: Willis Towers Watson Northeast, Inc. PHONE 1-877-945-7378 FAX 1-888-467-2370 c/o 26 Century Blvd {.A/C, No. Fxt): I f/VC,,Nn1- P.O. Box 305191 EMAIL ADDRESS: certificates@willis.com Nashville, TN 372305191 USA INSURED World Triathlon Corporation 3407 W. Dr. Martin Luther King Jr. Blvd Suite 100 Tampa, FL 336076226 COVERAGES CERTIFICATE NUMBER- W29814263 INSURERS AFFORDING COVERAGE NAIC # INSURERA: Philadelphia Indemnity Insurance Company 18058 INSURERS: Commerce & Industry Insurance Company 19410 INSURERC: HDI Global Specialty BE B0783 INSURERD: Lloyd's B7874 INSURERE: Endurance American Specialty Insurance Com 41718 INSURER F: XL Insurance America Inc 24554 RFVI-Qlnkl NIIMRFR• THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD UBR POLICY EF'F POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMJDDIYYYY MMIDD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE u OCCUR EACH OCCURRENCE $ 1,000,000 PR Ml E i�_oCplrtBflCa $ 1,000,000 MED EXP (Any one person) $ 5,000 A y y PHPK2499942 12/31/2022 12/31/2023 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY 1 X JE0 LOC GENERAL AGGREGATE $ 3,000,000 PRODUCTS - COMP/OP AGG $ 3,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE L MIT Ea accidanl $ 1,000,000 X BODILY INJURY (Per person) $ ANY AUTO A OWNED SCHEDULED AUTOS ONLY, AUTOS y y PHPK2499942 12/31/2022 12/31/2023 BODILY INJURY (Per accident) $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTYf)AMAGE tear aoercTept� $ EACH OCCURRENCE $ 5,000,000 A X UMBRELLA LIAB X OCCUR AGGREGATE $ 5,000,000 EXCESSLIAB CLAIMS -MADE PHUBB44642 12/31/2022 12/31/2023 DED X RETENTION $ 10, 000 $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ N/A y 080880588 01/01/2023 01/01/2024 X TIER TH- S ATUTE ER EL, EACH ACCIDENT $ 1,000,00C E.L. DISEASE - EA EMPLOYEE E L DISEASE - POLICY LIMIT $ 1,000,000 (Mandatory in NH) IF yes, describe under DESCRIPTION OF OPERATIONS below $ 1,000,00a C Excess Liability 18EX2095 12/31/2022 12/31/2023:Each Occ/ Agg $5,000,000 :Excess of $5,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Event day is December 3rd, 2023 SEE ATTACHED 6tK I Wlk A I t MULL)tK CANCELLATION City of La Quints. 78495 Calle Tampico La Quinta, CA 92253 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE •: r r ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD SR ID: 24517464 BATCH: 3083130 AGENCY CUSTOMER ID: LOC #: ac RO o`� ADDITIONA1 REMARKS SCHEDULE AGENCY Willis Towers Watson Northeast, Inc. POLICY NUMBER See Page 1 CARRIER See Page 1 �r)nITIONAI RFNSARKS NAMED INSURED World Triathlon Corporation 3407 W. Dr. Martin Luther King Jr. Blvd Suite 100 Tampa, FL 336076226 NAIC CODE See Page 1 EFFECTIVE DATE: See Page 1 THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance Page 2 of 2 Certificate Holder is included as an Additional Insured as respects to General Liability and Auto Liability. General Liability policy shall be Primary and Non-contributory with any other insurance in force for or which may be purchased by Additional Insured. Waiver of Subrogation applies in favor of Certificate Holder with respects to General Liability, Auto Liability and Workers Compensation as permitted by law. INSURER AFFORDING COVERAGE: Lloyd's NAIC#: B7874 POLICY NUMBER: 21ABHX0150 EFF DATE: 12/31/2022 EXP DATE: 12/31/2023 TYPE OF INSURANCE: LIMIT DESCRIPTION: LIMIT AMOUNT: Excess Liability Each Occurrence $5,000,000 Excess of $10,000,000 INSURER AFFORDING COVERAGE: Endurance American Specialty Insurance Company POLICY NUMBER: ELD30002742002 EFF DATE: 12/31/2022 EXP DATE: 12/31/2023 (TYPE OF INSURANCE: LIMIT DESCRIPTION: Excess Liability Each Occ/ Agg Excess of IINSLRER AFFORDING COVERAGE: XL Insurance America Inc (POLICY NUMBER: US00121716PR22A EFF DATE: 10/01/2022 TYPE OF INSURANCE: LIMIT DESCRIPTION: Rented / Leased Equipment Limit: Replacement Cost, Special Form Includes Property of Others LIMIT AMOUNT: $5,000,000 $15,000,000 EXP DATE: 10/01/2023 LIMIT AMOUNT: $ 1,750,000 NAIC#: 41718 NAIC#: 24554 ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SR ID:24517464 BATCH:3083130 CERT: W29814263 Policy Number: PHPK2499942 PI-MANU-1 (01/00) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY ADDITIONAL INSURED - PRIMARY COVERAGE d) THIS INSURANCE IS PRIMARY FOR THE PERSON OR ORGANIZATION SHOWN IN THE SCHEDULE, BUT ONLY WITH RESPECT TO LIABILITY ARISING OUT OF OUR WORK FOR THAT INSURED BY OR FOR YOU. OTHER INSURANCE AFFORDED TO THAT INSURED WILL APPLY AS EXCESS AND NOT CONTRIBUTE AS PRIMARY TO THE INSURANCE AFFORDED BY THIS ENDORSEMENT. ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED. All other terms and conditions of this Policy remain unchanged. Page 1 of 1 POLICY NUMBER: PHPK2499942 COMMERCIAL GENERAL LIABILITY CG 24 04 10 93 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: Any person or organization where required by a written contract that was executed prior to the occurrence of a loss. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) The TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Condition (Section IV — COMMER- CIAL GENERAL LIABILITY CONDITIONS) is amended by the addition of the following: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products -completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 0410 93 Copyright, Insurance Services Office, Inc., 1992 Page 1 of 1 0 POLICY NUMBER: PHPK2499942 COMMERCIAL AUTO CA 20 01 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. LESSOR - ADDITIONAL INSURED AND LOSS PAYEE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: World Endurance Holdings, Inc. Endorsement Effective Date: 12/31/2022 SCHEDULE Insurance Company: Philadelphia Indemnity Insurance Company Policy Number: Effective Date: PH PK2361172 12/31 /2022 Expiration Date: 12/31/2023 Named Insured: World Endurance Holdings, Inc. Address: 3407 W Dr Martin Luther King Jr Blvd Tampa, FL 33607-6226 Additional Insured (Lessor): See Additional Insured Schedule Attached Address: See Additional Insured Schedule Attached Designation Or Description Of "Leased Autos": See Additional Insured Schedule Attached CA 20 01 10 13 ©Insurance Services Office, Inc., 2011 Page 1 of 2 Coverages I Limit Of Insurance EE Covered Autos Liability $ See Vehicle Schedule Each "Accident" Actual Cash Value Or Cost Of Repair, Whichever Is Less, Minus Comprehensive $ See Vehicle Schedule Deductible For Each Covered "Leased Auto" Actual Cash Value Or Cost Of Repair, Whichever Is Less, Minus Collision $ See Vehicle Schedule Deductible For Each Covered "Leased Auto" Actual Cash Value Or Cost Of Repair, Whichever Is Less, Minus Specified $ See Vehicle Schedule Deductible For Each Covered "Leased Auto" Causes Of Loss Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Coverage 2. ThP insurance covers the interest of the lessor 1. Any "leased auto" designated or described in unless the "loss" results from fraudulent acts or the Schedule will be considered a covered omissions on your part. "auto" you own and not a covered "auto" you 3. If we make any payment to the lessor, we will hire or borrow. obtain his or her rights against any other party. 2. For a "leased auto" designated or described in C. Cancellation the Schedule, the Who Is An Insured 1. If we cancel the policy, we will mail notice to provision under Covered Autos Liability the lessor in accordance with the Cancellation Coverage is changed to include as an Common Policy Condition. "insured" the lessor named in the Schedule. However, the lessor is an "insured" only for 2. If you cancel the policy, we will mail notice to "bodily injury" or "property damage" resulting the lessor. from the acts or omissions by: 3. Cancellation ends this agreement. a. You; D. The lessor is not liable for payment of your b. Any of your "employees" or agents; or premiums. c. Any person, except the lessor or any E. Additional Definition "employee" or agent of the lessor, operating As used in this endorsement: a "leased auto" with the permission of any "Leased auto" means an "auto" leased or rented to of the above. you, including any substitute, replacement or extra 3. The coverages provided under this "auto" needed to meet seasonal or other needs, endorsement apply to any "leased auto" under a leasing or rental agreement that requires described in the Schedule until the expiration you to provide direct primary insurance 'for the date shown in the Schedule, or when the lessor. lessor or his or her agent takes possession of the "leased auto", whichever occurs first. B. Loss Payable Clause 1. We will pay, as interest may appear, you and the lessor named in this endorsement for "loss" to a "leased auto". Page 2 of 2 © Insurance Services Office, Inc., 2011 CA 20 01 10 13 POLICY NUMBER: PHPK2499942 COMMERCIAL AUTO CA04441013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: World Endurance Holdings, Inc. Endorsement Effective Date: 12/31/2022 SCHEDULE Name(s) Of Person(s) Or Organization(s): As required by written contract executed by the Named Insured prior to an occurrence resulting in a loss or claim Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the 'loss" under a contract with that person or organization. CA 04 44 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement changes the policy to which it is attached effective on inception date of the policy unless a different date is indicated below. This endorsement, effective 12:01 AM 1/ 1/ 2 02 3 forms a part of Policy No. 080880588 Issued to ADVANCE PUBLICATIONS, INC. By NEW HAMPSHIRE INSURANCE COMPANY We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us. This agreement shall not operate directly or indirectly to benefit any one not named in the Schedule. Schedule ANY PERSON OR ORGANIZATION WITH WHOM YOU HAVE ENTERED INTO A CONTRACT, A CONDITION OF WHICH REQUIRES YOU TO OBTAIN THIS WAIVER FROM US. THIS ENDORSEMENT DOES NOT APPLY TO BENEFITS OR DAMAGES PAID OR CLAIMED: 1. PURSUANT TO THE WORKERS' COMPENSATION OR EMPLOYERS' LIABILITY LAWS OF KENTUCKY, NEW HAMPSHIRE, OR NEW JERSEY; OR, 2. BECAUSE OF INJURY OCCURRING BEFORE YOU ENTERED INTO SUCH A CONTRACT. This form is not applicable in Kansas for private construction contracts as defined in K.S.A. 16-1801 through K.S.A 16-1807 or public construction contracts as defined in K.S.A. 16-1901 through 16-1908, except where permitted by statute or other applicable law, such as for use in wrap-up insurance programs. Any person or organization for which the employer has agreed by written contract, executed prior to loss, may execute a waiver of subrogation. However, for purposes of work performed by the employer in Missouri, this waiver of subrogation does not apply to any construction group of classifications as designated by the waiver of right to recover from others (subrogation) rule in our manual. This form is not applicable in California, Kentucky, New Hampshire, New Jersey, Texas, or Utah. WC 00 03 13 (Ed. 04184) Countersigned by Authorized Representative