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ENC2025-0025
ta Qa�fra -( \1'I�)IN \l\- 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: 2/21 /2025 LOCATION AND CONSTRUCTION: AVE 60 AND MADISON ST, MADISON AND CALLE CONCHITA PURPOSE OF CONSTRUCTION: BORE 118' AND TRENCH 683' TO PLACE 4" PVC, INSTALL 5 HH's, REMOVE AND REPLACE 27 SF OF ASPHALT DESCRIPTION OF CONSTRUCTION: FRONTIER 70063-5371008: BORE AND TRENCH TO PLACE 4" PVC, (5) 2X3 HH's, REMOVE & REPLACE ASPHALT APROXIMATE TIME WHEN WORK WILL BEGIN: 3/7/2025 DATE OF COMPLETION: 4/7/2025 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. 1177 IDAHO ST STE 102 REDLANDS, DYNAMIC TELCO ANDREA MAGANA CA 92374 (951) 992-1715 Name of Applicant Business Address Telephone No. 7248 HARBOR WAY GRANITE BAY, FRONTIER CALIFORNIA INC CA 95746 (916) 704-1202 Name of Contractor 488385 Contractor's License No. Zurich American Insurance Company Applicant's Insurance Company Business Address FEES Cut/Bore Fee $859.00 Technology Enhancement Fee $81.50 Traffic Control $771.00 Digital Archiving and Records $24.00 Management Fee Total: $1,735.50 Telephone No. 488385 City Business License No. GLO 0285992 07 Policy Number PERMIT NO: ENC2025-0025 DATE ISSUED: 3/6/2025 EXPIRATION DATE: 3/6/2026 BY: Amy Yu If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 3/6/2025 4:18:18 PM FRONTIER WORK ORDER 70063-5371008 VICINITY MAP TCP /wai tiIq NO DIRT ROAD i DIRTkyyy PD�SH ACESS a Sp ST b bOURS MFO/AN � ti �M F BIKE LANE RT O/ p DIRT PKyy�, f \ �h \ e/kF�NF Soo, SO0' 1S, ReMFD/av \ moo ono a Soo, \ 0 0 oOm BKE/ 133 I ^ W wNF-r4PAR...... m Aa N LEGEND TRAFFIC CONE ® WORK TRUCK TEMPORARY SIGN TYPE III BARRICADE WITH SIGN \ DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION DIRECTION OF TRAVEL FLAGGER (Existing Pavement Marking) WORK AREA HIGH LEVEL FLASHING ARROW SIGN WARNING DEVICE (FAS) (HLWD) TCP NOTE: 1) WORK CREW TO USE THIS TCP TO ACCESS MH# 512 LOCATED ON THE E/S/O MADISON ST @ CALLE CONCHITA TO TRENCH AND PLACE 18' +/- OF 4" PVC. 2) WORK CREW TO PLACE TEMPORARY NO PARKING SIGNS ALONG ENTIRE WORK AREA 72 HOURS PRIOR TO COMMENCING WORK. �/77 sa z s �y SCALE: 1 "=60' �N QROFESS/pH LE,yo W 3 C 28043 EXP. 03/31 /26 C IV I\- FOF CA��F FRONTIERD COMMUNICATIONS JOB ID: 70063-5371008 DATE: 02/20/2025 TITLE: TRAFFIC CONTROL PLAN STREET ADDRESS:MADISON ST @ CALLE CONCH ITA CITY/STATE: LA QUINTA CA 92253 FTR ENGINEER:GREGORY BOWN (760) 333-2531 FTR INSPECTOR: GILBERT MONTOYA (441) 677-9268 DRAWN BY: DYNAMIC TELCO 951-992-1472 4q� EST. #: SHEET#: DYNAMCTELCO 2 OF 10 TCP N 0 MSp NS T O ry O � b b � LEGEND TRAFFIC CONE ® WORK TRUCK TEMPORARY SIGN TYPE III BARRICADE WITH SIGN DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION DIRECTION OF TRAVEL Ir FLAGGER (Existing Pavement Marking) WORK AREA HIGH LEVEL FLASHING ARROW SIGN WARNING DEVICE (FAS) (HLWD) TCP NOTE: 1) WORK CREW TO USE THIS TCP TO ACCESS BORE PIT LOCATED ON THE E/S/O MADISON ST @ CALLE CONCHITA TO BORE AND PLACE 86' +/- OF 14" PVC. 2) WORK CREW TO PLACE TEMPORARY NO PARKING SIGNS ALONG ENTIRE WORK AREA 72 HOURS PRIOR TO COMMENCING WORK. NO DIRT ROAD ACESS SCALE: 1 "=60' QROF ESS/o CY LE 0 � yc W 3 C 28043rn EXP. 03/31/26 z OF IC \o�'�Q FRONTIERD COMMUNICATIONS JOB ID: 70063-5371008 DATE: 02/20/2025 TITLE: TRAFFIC CONTROL PLAN STREET ADDRESS:MADISON ST @ CALLE CONCHITA CITY/STATE: LA QUINTA CA 92253 FTR ENGINEER:GREGORY BOWN (760) 333-2531 FTR INSPECTOR: GILBERT MONTOYA (441) 677-9268 DRAWN BY: DYNAMIC TELCO 951-992-1472 4q� EST. #: [SHEETt DYNAMC TELCO 3 OF 10 TCP N 0 LEGEND TRAFFIC CONE ® WORK TRUCK TEMPORARY SIGN TYPE III BARRICADE WITH SIGN DIRECTION OF TRAVEL O SIGNALIZED INTERSECTION DIRECTION OF TRAVEL Ir FLAGGER (Existing Pavement Marking) WORK AREA HIGH LEVEL FLASHING ARROW SIGN WARNING DEVICE (FAS) (HLWD) NO DIR ACESS Sam N � Q N � TCP NOTE: 1) WORK CREW TO USE THIS TCP TO ACCESS BORE PIT LOCATED ON THE W/S/O MADISON ST @ CALLE CONCHITA TO R&R 9 SQFT OF ASPHALT 2) WORK CREW TO PLACE TEMPORARY NO PARKING SIGNS ALONG ENTIRE WORK AREA 72 HOURS PRIOR TO COMMENCING WORK. SCALE: 1 "=60' QROFESS/0N LE,y0`� yc W 3 C 28043 m EXP. 03/31 /26 ��9TF0FICA��F���\� FRONTIERD COMMUNICATIONS JOB ID: 70063-5371008 DATE: 02/20/2025 TITLE: TRAFFIC CONTROL PLAN STREET ADDRESS:MADISON ST @ CALLE CONCHITA CITY/STATE: LA QUINTA CA 92253 FTR ENGINEER:GREGORY BOWN (760) 333-2531 FTR INSPECTOR: GILBERT MONTOYA (441) 677-9268 DRAWN BY: DYNAMIC TELCO 951-992-1472 4q� EST. #: SHEET#: DYNAMO TELCO 4 OF 10 TCP 1 L a "Avv SIGN SPACING � D a�� Z <ono m N � D DRIVEWAY TYPICAL a z z : a z a a a as ALL DWY DRIVEWAYS TO REMAIN OPEN (WHENEVER POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE. LEGEND 13 TRAFFIC CONE �� TYPE III BARRICADE WITH SIGN TEMPORARY SIGN O SIGNALIZED INTERSECTION 111111111111110111. DIRECTION OF TRAVEL -` 11 FLAGGER WORK AREA HIGH LEVEL FLASHING ARROW SIGN WARNING DEVICE (FAS) (HLWD) N >> pY0 vvAvv ��Q CALLE CONCHITA (25 MPH) SIGN SPACING CA MUTCD WATCHBOOK (page 35): Mid Block Narrowing of Lane. Q 8 8 8 L-I � �0 I "L/3" "A" SHOULDER "E" SIGN SPACING TAPER BUFFER a Z a) D O w O (D o U 7 _ -O o = j a W (D O CD CONCHITA ( 25 MPH ) WORK CREW TO USE THIS TYPICAL TO ACCESS NEW HH LOCATED ON THE N/S/O CALLE CONCHITA @ MADISON ST TO TRENCH AND PLACE 47' +/- OF 4" PVC. Tahlo G - Rornmmanrlarl 6rlvanr� Waminn Ainn Anarinn 0 aG)> N � 6 0 m 0 0 � N � APPROX. 850' TO MADISON ST C/L Posted Speed Distance Between SIS ns " A B C Urban 25 mph or less— 100 100 100 Urban 250 250 250 mare than 25 mph to 40 mph — Urban more than 40 mph*' 350 350 350 Rural 500 500 1 500 Expressway/Freeway i 0m 1,500 2,640 H CO O U) 75 O Q L QRpF ESS/ON CONSTRUCTION NOTES: r,Y EEHOc� 1) WORK CREW TO PLACE TEMPORARY NO PARKING ANY TIME SIGNS ALONG CO ENTIRE 3 Z CONST WORK AREA 72 HOURS BEFORE C 28043 rri Z, EXP. 03/31 /26 OCffl\CA FRONTIERD COMMUNICATIONS JOB ID: 70063-5371008 DATE: 02/20/2025 TITLE: TRAFFIC CONTROL PLAN STREET ADDRESS:CALLE CONCHITA @ MADISON ST CITY/STATE: LA QUINTA CA 92253 FTR ENGINEER:GREGORY BOWN (760) 333-2531 FTR INSPECTOR: GILBERT MONTOYA (441) 677-9268 DRAWN BY: DYNAMIC TELCO 951-992-1472 4q� EST. #: SHEET#: NTS D3YNAMCTELM 5 OF 10 TCP CD >N pYm > vvAvvLU CALLE CONCHITA 25 MPH SIGN SPACING w�Q � N � T.0 CA MUTCD WATCHBOOK (page 35): CD o Mid Block Narrowing of Lane. i i Q 8 8 8 L-I a F �0 I "L/3" "A" "A" SHOULDER "E" SIGN SPACING SIGN SPACING TAPER BUFFER a z :v w y z 7�J 7 P- -°o ono m0 o a W 0 p N CL D) (7 (D N D m DRIVEWAY TYPICAL a z z : z z a a a as ALL DWY DRIVEWAYS TO REMAIN OPEN (WHENEVER POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE. LEGEND 13 TRAFFIC CONE �� TYPE III BARRICADE WITH SIGN TEMPORARY SIGN O SIGNALIZED INTERSECTION y DIRECTION OF TRAVEL -` 11 FLAGGER WORK AREA HIGH LEVEL FLASHING ARROW SIGN WARNING DEVICE (FAS) (HLWD) CONCHITA ( 25 MPH) Y` WORK CREW TO USE THIS TYPICAL TO ACCESS NEW HH LOCATED ON THE N/S/O CALLE CONCHITA @ MADISON ST TO TRENCH AND PLACE 777' +/- OF 4" PVC. Tahlo G - Rornmmanrlarl 6rlvanr� Waminn Ainn Snnrinn 0 a2> N 03 9 0 m 0 0 N C) APPROX. 850' TO MADISON ST C/L Posted Speed Distance Between SIS ns " A B C Urban 25 mph or less— 100 100 100 Urban 250 250 250 mare than 25 mph to 40 mph — Urban more than 40 mph*' 350 350 350 Rural 500 500 500 r7! i 0m 1,500 2,640 C0 O U) 75 O Q L CONSTRUCTION NOTES: QRpF ESS/0N 1) WORK CREW TO PLACE TEMPORARY NO PARKING ANY TIME SIGNS ALONG Pr,Y LE CONST UCTIOENTIRE WORK NREA 72 HOURS BEFORE 3 C 28043 w r,..l EXP. 03/31 /26 OFICA��FFRONTIER 01 COMMUNICATIONS JOB ID: 70063-5371008 DATE: 02/20/2025 TITLE: TRAFFIC CONTROL PLAN STREET ADDRESS:CALLE CONCHITA @ MADISON ST CITY/STATE: LA QUINTA CA 92253 FTR ENGINEER:GREGORY BOWN (760) 333-2531 FTR INSPECTOR: GILBERT MONTOYA (441) 677-9268 DRAWN BY: DYNAMIC TELCO 951-992-1472 4q� EST. #: [SHEETt NTS D3YNAMCTELCO 6 OF 10 TCP N co z� 00 w o N ;- � CD CL O 1 L a "Avv SIGN SPACING � D a�� Z < ono m ED p � N � C7 D DRIVEWAY TYPICAL a z z : a z a a a as ALL DWY DRIVEWAYS TO REMAIN OPEN (WHENEVER POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE. LEGEND 13 TRAFFIC CONE �� TYPE III BARRICADE WITH SIGN TEMPORARY SIGN O SIGNALIZED INTERSECTION 111111111111110111. DIRECTION OF TRAVEL -` 11 FLAGGER WORK AREA HIGH LEVEL FLASHING ARROW SIGN WARNING DEVICE (FAS) (HLWD) F AVENUE 60 (25 MPH) "A„ IGN SPACING CA MUTCD WATCHBOOK (page 35): Mid Block Narrowing of Lane. Q 8 8 8 0 "L/3" SHOULDER "E" TAPER BUFFER 7 r +� • `WORK AREA AVENUE 60 (25MPH) WORK CREW TO USE THIS TYPICAL TO ACCESS NEW HH LOCATED ON THE N/S/O AVENUE 60 @ MADISON ST TO TRENCH AND PLACE 44' +/- OF 4" PVC. >N C, > vvAvv QO �Q w IGN SPACIOw NG . i a - - t- - - u I � � aG)> N 0 m � 6 0 0 � N � APPROX. 1254' TO MADISON ST C/L QRpF ESS/0N yC W 3 C 28043 rri EXP. 03/31 /26 sjgTFOFIV I C3��\P CA Tahlo G - Rornmmnnrlarl 6rlvanr� Waminn Ainn Anarinn Posted Speed Distance Between SIS ns " A B C Urban 25 mph or less— 100 100 100 Urban 250 250 250 mare than 25 mph to 40 mph — Urban more than 40 mph*' 350 350 350 Rural 500 500 500 F7! i 0m 1,500 2,640 4111111111111111111 2 a 75 x 0 CONSTRUCTION NOTES: 1) WORK CREW TO PLACE TEMPORARY NO PARKING ANY TIME SIGNS ALONG ENTIRE WORK AREA 72 HOURS BEFORE CONSTRUCTION. FRONTIERD COMMUNICATIONS JOB ID: 70063-5371008 DATE: 02/20/2025 TITLE: TRAFFIC CONTROL PLAN STREET ADDRESS:AVENUE 60 @ MADISON ST CITY/STATE: LA QUINTA CA 92253 FTR ENGINEER:GREGORY BOWN (760) 333-2531 FTR INSPECTOR: GILBERT MONTOYA (441) 677-9268 DRAWN BY: DYNAMIC TELCO 951-992-1472 4q� EST. #: SHEET#: D3YNAMC TELCO 7 OF 10 TCP 1 L a "Avv SIGN SPACING D�� o r D �5 Z � aono m N � p N n D DRIVEWAY TYPICAL ------------- a z z : a z a a a as ALL DWY DRIVEWAYS TO REMAIN OPEN (WHENEVER POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE. LEGEND 13 TRAFFIC CONE �� TYPE III BARRICADE WITH SIGN TEMPORARY SIGN O SIGNALIZED INTERSECTION 111111111111110111. DIRECTION OF TRAVEL -` 11 FLAGGER WORK AREA HIGH LEVEL FLASHING ARROW SIGN WARNING DEVICE (FAS) (HLWD) F AVENUE 60 (25 MPH) "A„ IGN SPACING CA MUTCD WATCHBOOK (page 35): Mid Block Narrowing of Lane. Q 8 8 8 0 "L/3" SHOULDER "E" TAPER BUFFER s >'S } U) i' 0 g � o WORK AREA 2 25 MPH WORK CREW TO USE THIS TYPICAL TO ACCESS NEW HH LOCATED ON THE S/S/O AVENUE 60 @ MADISON ST TO TRENCH AND PLACE 649' +/- OF 4" PVC. >N Ow C, > vvAvv QO OQ w IGN SPACING . i a - - t- - - I � � aG)> N 0 m � 6 0 0 � N � APPROX. 1254' TO MADISON ST C/L Tahlo G - Rornmmnnrlarl 6rlvanr� Waminn Ainn Anarinn Posted Speed Distance Between SIS ns " A B C Urban 25 mph or less— 100 100 100 Urban 250 250 250 mare than 25 mph to 40 mph — Urban more than 40 mph*' 350 350 350 Rural 500 500 500 Expressway/Freeway i 006 1,500 2.640 2 a 75 X 0 CONSTRUCTION NOTES: QRpF ESS/ON 1) WORK CREW TO PLACE TEMPORARY Lf SIGNSNO PARKING ANY TIME �0 <e% ENTIRE WORK AREA 72 HOURS BEFORE CONSTRUCTION. W 3 C 28043 EXP. 03/31/26 sjgTfOCffl\ \F,��\� FRONTIER01 COMMUNICATIONS JOB ID: 70063-5371008 DATE: 02/20/2025 TITLE: TRAFFIC CONTROL PLAN STREET ADDRESS:AVENUE 60 @ MADISON ST CITY/STATE: LA QUINTA CA 92253 FTR ENGINEER:GREGORY BOWN (760) 333-2531 FTR INSPECTOR: GILBERT MONTOYA (441) 677-9268 DRAWN BY: DYNAMIC TELCO 951-992-1472 4q� EST. #: SHEET#: NTS D3YNAMCTELCO 8 OF 10 TCP N co z� 00 w o N ;- � CD CL O 1 L a "Avv SIGN SPACING � D a�� Z N � p � N � C7 D DRIVEWAY TYPICAL a z z = a z a a a as ALL DWY DRIVEWAYS TO REMAIN OPEN (WHENEVER POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE. LEGEND 13 TRAFFIC CONE �� TYPE III BARRICADE WITH SIGN TEMPORARY SIGN O SIGNALIZED INTERSECTION 111111111111110111. DIRECTION OF TRAVEL -` 11 FLAGGER WORK AREA HIGH LEVEL FLASHING ARROW SIGN WARNING DEVICE (FAS) (HLWD) F AVENUE 60 (25 MPH) "A„ IGN SPACING CA MUTCD WATCHBOOK (page 35): Mid Block Narrowing of Lane. Q 8 8 8 0 "L/3" SHOULDER "E" TAPER BUFFER � f• 4;"4 t s �t�------------- • s O z, Q11 u� .. .. " , WORK AREA. g " 25 MPH WORK CREW TO USE THIS TYPICAL TO ACCESS NEW HH LOCATED ON THE S/S/O AVENUE 60 @ MADISON ST TO TRENCH AND PLACE 6' +/- OF 4" PVC. >N C, > vvAvv QO �Q w IGN SPACIOw NG . i Q - - ' - - II I � � N r E =;9 J APPROX. 450' TO MADISON ST C/L Tahlo G - Rornmmanrlarl 6rlvanr� Waminn Ainn Anarinn Posted Speed Distance Between SIS ns " A B C Urban 25 mph or less— 100 100 100 Urban 250 250 250 mare than 25 mph to 40 mph — Urban more than 40 mph*' 350 350 350 Rural 500 500 500 Expressway/Freeway i flay 1,500 2.640 2 a 75 X 0 CONSTRUCTION NOTES: QROF ESS10N 1) WORK CREW TO PLACE TEMPORARY LENOc� NO PARKING ANY TIME SIGNS ALONG f ENTIRE WORK AREA 72 HOURS BEFORE yC CONSTRUCTION. W 3 C 28043 m EXP. 03/31 /26 ��9TF OF IV I\. FRONTIER01 COMMUNICATIONS JOB ID: 70063-5371008 DATE: 02/20/2025 TITLE: TRAFFIC CONTROL PLAN STREET ADDRESS:AVENUE 60 @ MADISON ST CITY/STATE: LA QUINTA CA 92253 FTR ENGINEER:GREGORY BOWN (760) 333-2531 FTR INSPECTOR: GILBERT MONTOYA (441) 677-9268 DRAWN BY: DYNAMIC TELCO 951-992-1472 4q� EST. #: SHEET#: NTS D3YNAICTELCO 9 OF 10 TCP 1 L a "Avv SIGN SPACING � D a�� Z N � p .... N � (7 D DRIVEWAY TYPICAL ------------- 8 8 8 = 8 8 8 8 a as ALL DWY DRIVEWAYS TO REMAIN OPEN (WHENEVER POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE. LEGEND 13 TRAFFIC CONE �� TYPE III BARRICADE WITH SIGN TEMPORARY SIGN O SIGNALIZED INTERSECTION 111111111111110111. DIRECTION OF TRAVEL -` 11 FLAGGER WORK AREA HIGH LEVEL FLASHING ARROW SIGN WARNING DEVICE (FAS) (HLWD) F AVENUE 60 (25 MPH) "A„ IGN SPACING 25 MPH CA MUTCD WATCHBOOK (page 35): Mid Block Narrowing of Lane. Q 8 8 8 0 "L/3" SHOULDER "E" TAPER BUFFER �0 Ln _ WORK CREW TO USE THIS TYPICAL TO ACCESS NEW HH LOCATED ON THE N/S/O AVENUE 60 @ MADISON ST TO TRENCH AND PLACE 13' +/- OF 4" PVC AND BORE AND PLACE 32' OF 1-4" PVC >N Ow C, > vvAvv QO OQ w IGN SPACING . i Q - - ' - - II I � � N r E =;9 J APPROX. 450' TO MADISON ST C/L QRpFESS/04, CY LEN0 y� W 3 C 28043 EXP. 03/31 /26 kpCffl\ �9TF0F CA Tahlo G - Rornmmanrlarl 6rlvanr� Waminn Ainn Anarinn Posted Speed Distance Between SIS ns " A B C Urban 25 mph or less— 100 100 100 Urban 250 250 250 mare than 25 mph to 40 mph — Urban more than 40 mph*' 350 350 350 Rural 500 500 500 Expressway/Freeway i flay 1,500 2.640 2 a 75 X 0 CONSTRUCTION NOTES: 1) WORK CREW TO PLACE TEMPORARY NO PARKING ANY TIME SIGNS ALONG ENTIRE WORK AREA 72 HOURS BEFORE CONSTRUCTION. FRONTIERD COMMUNICATIONS JOB ID: 70063-5371008 DATE: 02/20/2025 TITLE: TRAFFIC CONTROL PLAN STREET ADDRESS:AVENUE 60 @ MADISON ST CITY/STATE: LA QUINTA CA 92253 FTR ENGINEER:GREGORY BOWN (760) 333-2531 FTR INSPECTOR: GILBERT MONTOYA (441) 677-9268 DRAWN BY: DYNAMIC TELCO 951-992-1472 4q� EST. #: SHEET#: D3YNAMCTELCO 90 of 10 FRONTIER COMMUNICATION CONSTRUCTION SPEC IFI ATI NS 1. Contact Frontier Engineer GREGORY BOWN (760) 333-2531 sixty (60) days prior to need of service in order to confirm compliance,order materials,and schedule work forces. 2. FRONTIER COMMUNICATIONS, INCORPORATED RESERVES THE RIGHT TO REFUSE ANY CONDUIT, PULL BOXES, MANHOLES, OR UTILITY BOXES THAT DEVIATE FROM PLANS AND SPECIFICATIONS. 3. CHANGES OR DEVIATIONS FROM THIS PLAN MUST BE APPROVED BY FRONTIER. 4. CONTACT THE FRONTIER INSPECTOR 48 HOURS BEFORE TRENCHING AND UPON COMPLETION OF YOUR SUBSTRUCTURES TO SCHEDULE THE FINAL INSPECTION. 5. FRONTIER INSPECTOR SHALL BE PRESENT ON SITE WHEN CONTRACTOR NEEDS TO ACCESS ANY EXISTING FRONTIER FACILITY. 6. All conduit risers bends to have a minimum thirty-six (36) inch radius. 7. All horizontal ninety degree bends (90°) shall have a radius of not less than 12.5 feet and all vertical ninety degree bends (90°) shall have a radius of not less than three feet. No more than two (2) ninety degree (90°) horizontal bends shall be placed in any single run unless otherwise specified. Contact Frontier engineer concerning any required deviations. 8. All conduit must be proven using a mandrel no less than a 1/2" smaller than the conduit to be accepted. Mule tape shall be placed in all conduits proven. Wall to wall measurements must be taken with a mule tape. 9. Accurate AS-BUILTS shall be provided to the Frontier inspector assigned to this project. AS-BUILTS shall include conduit section measurements, wall to wall footages, stations and offsets of AS -BUILT Frontier structures, and the cover to the top of the Frontier underground structure placed. Copy of the AS -BUILT conduit work order must be provided to the Frontier inspector assigned to your project. 10. Contact GILBERT MONTOYA (442) 677-9268 at the inspection office for coordination of inspection dates. 11. Place weatherproof cap on end of all conduits terminated outside of a building. 12. Place temporary weatherproof cap on end of all conduits exposed during construction. 13. Rigid steel, approved plastic conduit (PVC Schedule #40,TYPE-C (4") or DB-120 (2") or Frontier provided or approved Roll Sheet sub duct, is specified for underground construction. Condulets, Flex, Transite, Plumbers fittings, Water and Gas Pipes must NOT be used. RIGID STEEL MUST BE USED WHEN CONDUIT CAN BE EXPOSED TO VEHICULAR TRAFFIC. 14. Conduit terminated on a pole must be PVC Schedule 80. If conduit will be exposed to traffic, rigid steel pipe and sweep is required to 48" above finished grade otherwise turned up 12" above finished grade. Location of riser on pole will be as shown on conduit plan and location can be modified by approval of Frontier engineer/inspector only. 15. Minimum separation from other utilities shall be a minimum of 12". Conduit placed in same trench with primary power conduit must be separated by no less than twelve inches(12") of well -packed sand or three inches(3") of concrete. Minimum cover shall be no less than thirty (30") inches measured from the final grade of the street flow line to the top of Frontier structure unless noted otherwise. Ducts placed in the driven portion of the roadway must have no less than 48 inches(48") of cover to top of pipe measured at flow line of roadway. 16. FRONTIER RECOMMENDATIONS: Provide a minimum 14" conduit home run from each suite location to the main terminal backboard in lieu of running cables over drop ceiling access. Frontier will not install cables not contained in conduit. 17. Provide source of ground at the telephone backboard location: (1) #6 insulated copper wire (solid preferred) to power system ground. - (1) #6 insulated copper wire (solid preferred) to permanent metallic structure such as LIFER ground or building steel. - (1) #6 insulated copper wire (solid preferred) to metallic water pipe bonded to previously described permanent metallic structure. Leave adequate wire to extend six feet beyond base of backboard. NOTE: THE FOLLOWING MUST NOT BE USED FOR GROUND SOURCES: ROOF TRUSSES, FLOOR JOINTS, BRACES, SPRINKLER SYSTEM PIPES, METAL ELECTRICAL DISTRIBUTION CONDUIT, AND HORIZONTAL STEEL MEMBERS LESS THAN 3/8" THICK. 18. Provide cable racking as described in attachment. Provide pulling irons as described in attachment. 19. Three to six weeks will be needed from the date of final inspection for Frontier to start placing facilities. All paperwork and easements must also be completed, if applicable. 20. Work crew to adjust manholes to final grade as shown on the approved grading plan. 21. Actual footages of conduit are needed to order materials. CONDUIT DESIGN 338-70063-5371008 AVENUE 60 & MADISON ST LA QU I NTA, CA 92253 } 4f sPR7PJECT LOCATI la 't'°iia tea. Ro.ai xOarei Cactus Rd CoialrAanilain® me C" �JSo 15A n6arrN VICINITY MAP NTS PICK UP POINT: PATH LENGTH: MATERIALS: SHEET INDEX -FRONTIER MH#512 4" BORE = 118' 811' OF 4" PVC 1 - COVER 33.615310,-116.250128 TRENCH = 693' (5) 2X3 HH(S) 2 - CONDUIT DESIGN (27) SQFT ASPHALT 3 - DETAILS ABBREVIATIONS PROPOSED EXISTING BUILDING BLDG bldg CENTERLINE C/L c/I CONCRETE CONC conc SIDEWALK CSW csw DRIVEWAY DWY dwy EDGE OF PAVMENT EOP eop FACE OF CURB FOC foc HANDHOLE HH hh MANHOLE MH mh PEDESTAL PED ped POLYVINYL CHLORIDE PVC pvc SUB DUCT SO sd PROPERTY LINE P/L p/I RAILROAD RR rr RAILROAD RAW RR R/W rr r/w RIGHT OF WAY RAW r/w SOUTHERN CAL EDISON SCE sce WALL To BUILDING W-B WALL TO POLE W-P NOT TO SCALE NTS LEGEND Mainline/Backbone Conduit or ABS Service Lateral Conduit JT Joint Trench T Sole Trench 0- Proposed Construction Call Out UTILITIES Existing Proposed Gas g G Water w yy Telephone t T San Sewer ss SS Electric e E Storm Drain sd SD POLES Existing Proposed Frontier Owned O O Foreign Owned X X Joint Owned FACILITIES Manhole 0 Handhole o 0 PullBox m m Bore Pit Electrical Vent Fire Hydrant �o 5/8"-8' Copper Ground Rod /111 Material provided by Frontier & Placed by Developer. -. Non, — Reimbursable Material Provided & Placed FRONTIERZ) COMMUNICATIONS JOB ID: 338-70063-5371008 I DATE: 02/14/2025 TITLE: CONDUIT DESIGN STREET ADDRESS: AVENUE 60 & MADISON ST CITY/STATE: LA QUINTA, CA 92253 FTR ENGINEER: GREGORY BOWN (760) 333-2531 FTR INSPECTOR: GILBERT MONTOYA (441) 677-9268 DRAWN BY: DYNAMIC TELCO 951-992-1472 409 EST. #: SHEET#: DYNAMCTELCO I OF 4 R/w -C/L R/ W CURVE DATA 0 R L A 90°00'00" 5.0' 7.8' A 45-00-00" 5.0' 3.9' 0 22°30'00" 5.0' 1.9' ® 90°00'00" 12.5' 19.6' A 45-00-00" 12.5' 9.8' A 22°30'00" 12.5' 4.9' 1►1��i�f��(da: rKVIV I ItK A 80900 TRENCH AND PLACE 47' OF 4" PVC NEW 2X3 HH DIRT ROAD DIRT ROAD CLL CONCHITA cavernme°` Code req,421614217Dg GENERAL NOTES: Ali Code requires a Dig Alerl Identification "oit, btoEobeias".db.uff,, a "Permit to Excavate" will be valid. 1. RIGHT OF WAY SHOWN BASED ON AVAILABLE RECORD Fort°urDig Mott I.D.Numbercall DATA. WORK CREW TO VERIFY LOCATION OF RIGHT OF Uodergro"nd S—i`e Alan WAY PRIOR TO CONSTRUCTION. 2. UTILITIES SHOWN LOCATED BY RECORD MAPS/FIELD OBSERVATIONS. CONSTRUCTION NOTE: EXACT UTILITIES LOCATIONS TO BE VERIFIED WORK CREW TO PUNCH UNDER NDCell DgSERsa BY USA MARKINGS PRIOR TO DIGGING. GUTTERS, SIDEWALKS, & DRIVEWAYS x_ cya CLL CONCHITA zz �� O x DIRT ROAD m Q cc,:,) w� Ln TRENCH AND PLACE 777' OF 4" PVC ww Z J —j d =0 uw Qw 7V) CONSTRUCTION NOTE: WORK CREW TO PLACE FACILITIES AS CLOSE TO PROPERTY LINE AS POSSIBLE K 0CLL ( 00 DIRT ROAD A o I o cC I cL 0 0 50' 30' 80' J a � a CONSTRUCTION NOTE: WORK CREW TO PROTECT IN PLACE DRIVEWAYS O cc U J� O� CO Q I Ci / / 3'X3' BOREPIT R&R 9SQFT ASPHALT FRONTIER BORE AND PLACE 86' OF 14" PVC FRONTIER TRENCH AND PLACE 18' OF 4" PVC 33.615310,-116.250128 FRONTIER COMMUNICATIONS JOB ID: 338-70063-5371008 DATE: 02/14/2025 TITLE: CONDUIT DESIGN STREET ADDRESS: AVENUE 60 & MADISON ST CITY/STATE: LA QUINTA, CA 92253 FTR ENGINEER: GREGORY BOWN (760) 333-2531 FTR INSPECTOR: GILBERT MONTOYA (441) 677-9268 DRAWN BY: DYNAMIC TELCO 951-992-1472 SCALE:1 "=60' 4q�EST. #: SHEET#: DYNANCTELCO 2 OF 4 TRENCH AND PLACE FRONTIER 13' OF 4" PVC BORE AND PLACE 32' OF 1-4" PVC �a DIRT ROAD AVENUE 60 ASPHALT H o'ILI 55 it �z — < H— J — = DIRT ROAD ASPHALT �H - - - - ^ - - - - - - - - - - - - - - - w - - - -- - - `N - -� [O w� - _ O TRENCH AND PLACE 44' OF 4" PVC NEW 2X3 HH R/W EOP Z" -C/L EDP — V R/W — NEW 2X3 HH R&R 9SQFT ASPHALT :1:11 WO#1745604. LOCATE AND INTERCEPT EXISTING 1-4" PVC AND PLACE SPLIT WYE SEE SPLIT WYE DETAIL ON SHEET 4 PARKWAY / `- ASPHALT ASPHALT PARKWA — FRONTIER TRENCH AND PLACE 6' OF 4" PVC NEW 2X3 HH DIRT ROAD AVENUE 60 w� Z CL O =0 DIRT ROAD w - - - (� uLu w O QLr) se°°°n4,—.Di°rthe cavtif-tit GENERAL NOTES: Code requires a Dlg Alert IdenEifcaEion "o itt,Eobeias°.db.uff,, a "Permit to Excavate" will be valid. 1. RIGHT OF WAY SHOWN BASED ON AVAILABLE RECORD Fort°urDig Aladl.D.Numbercall DATA. WORK CREW TO VERIFY LOCATION OF RIGHT OF u"dergro"nd S—i`e Alan WAY PRIOR TO CONSTRUCTION. 2. UTILITIES SHOWN LOCATED BY RECORD MAPS/FIELD OBSERVATIONS. CONSTRUCTION NOTE: EXACT UTILITIES LOCATIONS TO BE VERIFIED WORK CREW TO PUNCH UNDER NDDgSERsa GUTTERS, SIDEWALKS, & BY USA MARKINGS PRIOR TO DIGGING. DRIVEWAYS TRENCH AND PLACE 649' OF 4" PVC CONSTRUCTION NOTE: WORK CREW TO PLACE FACILITIES AS CLOSE TO PROPERTY LINE AS POSSIBLE CONSTRUCTION NOTE: WORK CREW TO PROTECT IN PLACE DRIVEWAYS 0- 1\ 0 - - - - - Q w m R/W (� FOC- O 00 w rn C/L- +355' TO C/L OF , — MADISON ST Oo O FOC- R/W FRONTIER COMMUNICATIONS JOB ID: 338-70063-5371008 DATE: 02/14/2025 TITLE: CONDUIT DESIGN STREET ADDRESS: AVENUE 60 & MADISON ST CITY/STATE: LA QUINTA, CA 92253 FTR ENGINEER: GREGORY BOWN (760) 333-2531 FTR INSPECTOR: GILBERT MONTOYA (441) 677-9268 DRAWN BY: DYNAMIC TELCO 951-992-1472 SCALE:1 "=60' llq�EST. #: SHEET#: DYNANCTELCO 3 OF 4 1- X 4' PULL SLOT W/ CENTER PIN 2 PLACES SKID RESISTANT 16 UNC LG SURFACE M3-66 SSSS H O 2 PLACE OUAZITE LOGO FLAT WASHER ..'PAL NUT 4�O ® 2PLACES 2 PLACES HANDHOLE -W X 36' X 24- 20K RATING - BOX & 2 Pc SPLIT COVER ITEM S1A/FFP nPTAII HANDHOLE DETAIL-2'x3' 4'x4' BORE PIT REMOVE 16 SF OF EXISTING MATERIAL. REPLACE WITH 16SF OF NEW MATERIAL TO MATCH EXISTING CONDITIONS 1' TRENCH WIDTH REMOVE 20LF OF EXISTING MATERIAL. REPLACE WITH 2OLF OF NEW MATERIAL TO MATCH EXISTING CONDITIONS MISSILE BORE DETAIL AIMING SIGHT PIERCING TOOL BORE PIT '--- LAUNCH CRADLE TRENCHING TO CONTINUE ON DESIGN PLAN 900 DELTA-12.5' RADIUS SINGLE BORE PIT TRENCH DETAIL 45' WYE PVC SCHEDULE 40 AND 80 ELECTRICAL CONDUIT NOTE: *DIMENSIONS LISTED HERE ARE NOMINAL, AND EACH PRODUCT MAY VARY SLIGHTLY IN SIZE AND WEIGHT.* SPLIT 4"x4" SCHEDULE 40 SADDLE 1 4'x4' BORE PIT 1 REMOVE 16 SF OF EXISTING MATERIAL. REPLACE WITH 16SF OF NEW MATERIAL ilr TO MATCH EXISTING CONDITIONS O1' TRENCH WIDTH L7 REMOVE 20LF OF EXISTING MATERIAL. / REPLACE WITH 2OLF OF NEW MATERIAL TO MATCH EXISTING CONDITIONS 12.5'R 1 ' 900 DELTA-12.5' RADIUS DOUBLE BORE PIT TRENCH DETAIL O10'x4' TRENCH REMOVE 40SF OF EXISTING MATERIAL. REPLACE WITH 40SF OF NEW MATERIAL TO MATCH EXISTING CONDITIONS 450 DELTA-12.5' RADIUS TRENCH DETAIL PARKWAY ROADWAY CURB AND GUTTER W Z = D LL J O J LL �z E zl � 1211 12" w PUBLIC R/W TRENCH DETAIL N.T.S. FRONTIER COMMUNICATIONS JOB ID: 338-70063-5371008 1 DATE: 02/14/2025 TITLE: CONDUIT DESIGN STREET ADDRESS: AVENUE 60 & MADISON ST CITY/STATE: LA QUINTA, CA 92253 FTR ENGINEER: GREGORY BOWN (760) 333-2531 FTR INSPECTOR: GILBERT MONTOYA (441) 677-9268 DRAWN BY: DYNAMIC TELCO 951-992-1472 4q� EST. #: SHEET#: DYNAACTELCO 4 OF 4 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2025-0025 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/4") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 %") of A.C. paving on (** N/A **) of class (** N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than Three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of Three inches (Y) of SC-800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) 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. ENC2025-0025 Frontier 70063-5371008/ Bore and Trench to Place PVC and Handholes/ Ave 60 West of Madison St and on Calle Conchita (See Traffic Control Plan) 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. The permittee may only work at night if approved by the City Manager. If approved by the city manager, night work may be halted if the city receives complaints about the night work. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 4. This permit is for work within the R/W. 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. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for further modifications as it relates to any sight distance concerns and/or improvement plan requirements as required by the City Engineer. 6. "The permittee shall not construct an improvement that reduces vehicular sight distances. If such improvement is found to reduce the vehicular sight distance, then the permittee shall relocate the improvement prior to sign off of their encroachment permit." 7. The permittee shall not install improvements with the intention of providing video transmission services unless the permittee obtains a valid Franchise Agreement. The permittee shall remove any underground utility markings that are no longer being used for this project. The permittee shall remove markings on paved areas using high pressure wash or a method equivalent and at the discretion of the City Engineer. 9. Any asphaltic or concrete repairs shall closely match the existing paved areas in color at the discretion of the City Engineer. A finish product with a checkerboard appearance will not be accepted. 10. The permittee shall maintain the existing pedestrian path of travel and must maintain accessible compliant pathways leading to areas for use of public transportation systems. 11. No stockpiling of any materials will be allowed within the City R/W without an approved permit explicitly stating the use for stockpiling and/or storage. 12. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. Special Conditions Page 1 of 6 PERMIT NO. ENC2025-0025 Frontier 70063-5371008/ Bore and Trench to Place PVC and Handholes/ Ave 60 West of Madison St and on Calle Conchita (See Traffic Control Plan) 13. Frontier California Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 14. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 15. 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. 16. The permittee is required to provide a changeable message board informing the commuters using the affected Major and Primary Arterial roads of major construction and possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 17. 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 (ie any 4 lane street) before 8:00 a.m. 18. 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. 19. 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. 20. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. Special Conditions Page 2 of 6 PERMIT NO. ENC2025-0025 Frontier 70063-5371008/ Bore and Trench to Place PVC and Handholes/ Ave 60 West of Madison St and on Calle Conchita (See Traffic Control Plan) 21. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. 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. 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 22. 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. 23. 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. 24. 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, 51h Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. Special Conditions Page 3 of 6 PERMIT NO. ENC2025-0025 Frontier 70063-5371008/ Bore and Trench to Place PVC and Handholes/ Ave 60 West of Madison St and on Calle Conchita (See Traffic Control Plan) 25. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Associate Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 26. 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. 27. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 28. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin 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 shall be submitted to the City. Each policy shall name the City as an additional insured. 29. 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. 30. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 31. 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. 32. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected Primary Arterial roads or heavier traffic of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. Special Conditions Page 4 of 6 PERMIT NO. ENC2025-0025 Frontier 70063-5371008/ Bore and Trench to Place PVC and Handholes/ Ave 60 West of Madison St and on Calle Conchita (See Traffic Control Plan) 33. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 34. Access and egress to all local properties shall be maintained at all times. 35. 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: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved 1/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. Special Conditions Page 5 of 6 PERMIT NO. ENC2025-0025 Frontier 70063-5371008/ Bore and Trench to Place PVC and Handholes/ Ave 60 West of Madison St and on Calle Conchita (See Traffic Control Plan) E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 36. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. 37. 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. 38. 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. 39. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 40. 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. 41. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 DAIDDIYYYY) ACORO® TEMMI CERTIFICATE OF LIABILITY INSURANCE 0B12712024 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 13Y 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(les) 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 MARSH USA LLC NAME: Marsh , S eralions 155 N. WACKER SUITE 1200 PHONE Eal): (866) 9664664 FAX : 212-948-0770 CHICAGO, IL 64661 EMAIL ADDREss: Chicago CenRequest(a)marsh.com INSURER(51 AFFORDING COVERAGE NAIC p CN102898337•-GAW-24.25 FC650 GAW INSURER A : Zu American Insurance Company 16535 INSURED Frontier California Inc. INSURER B : American Zufkh Insurance Company 40142 1919 McKinney Ave INSURER C : Dallas. TX 75201 CC]VFRArZFC rFRTIFICATF NIIMRFR• rWLi 1IN'170T7n-1d RFVISICIN NIIMRFR• e THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR LTR TYPE OF INSURANCE ADDL UBR POLICYNUMBER POLICY EFF MIWDDIYYYY POLICY EXP MMIDDNYYY LIMITS A X COMMERCIAL GENERAL LIABILITY X GL0028599201 06.101!2024 061t12025 EACHOCCURRENCE s 1,000,000 CLAIMS.MADE X _ OCCUR DAMAGE TO RENTED— PREMISES Ea occurrence S 500.000 MEO EXP (Any one person) S 10,000 PERSONAL 8 ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE I $ 2,000,000 X POL CY [ PEC l LOC PRODUCTS - COMPIOP AGG $ 2,000,000 S OTHER: A AUTOM081LELIABILITY BAP 0285990^7 1�'2;24 (r^.,t7112025 COMBINED SINGLE LIMIT Ea accident S 1,000,000 BODILY INJURY (Per person) S X ANY A.JTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) S PROPERTY DAMAGE Per accident S HIRED NON -OWNED AUTOS ONLY AUTOS ONLY S UMBRELLA LIAB OCCUR EACH OCCURRE NCE S AGGREGATE S EXCESS LIAS CLAIMS -MADE DEC) RETENTIONS S B A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETORIPARTNERIEXECUTIVE YIN OFFICE RIMEMBEREXCLUDED? F (Mandatory In NH) NIA X WC 0285988 07 (AOS) WC 0285989 07 (RETRO) 0610112024 0610112024 06/0112025 Ofil012025 X STATUTE ERH E.L. EACH ACCIDENT S 1,000,000 E.L. DISEASE . EA EMPLOYEE S 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT E 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached It more space Is required) City of La Ouinta, its officers, officials, employees, and agents shall be named as Additional Insureds as respects the General Liability policy where required by wrihen contract. Coverage under the General Liability policy shall be Primary and Non -Contributory to any other insurance available to the Additional Insureds where required by written contract - Waiver of Subrogation in favor of the Additional Insureds shall apply to the Workefs' Compensation policy.as permitted by law where required by wrillen contract. r..FRTIFIrATF writ nFR C.ANrFI I ATICIN City of La Ouinta SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 76-495 Calle Tampico THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN La Quinta, CA 92253 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE %lYiaca4 ZC-Sim �!�� © 1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD Additional Insured — Automatic — Owners, Lessees Or Contractors 0 ZURICH PoUWNo. Eft Dale of PoL Up. bete ofPo1 Ef.. Dace of Fad. PmdwerNo. Addl Prom Retmn Preto GL0 0285M.07 06/0112024 06101E• M 18232000 INCL THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: FRONTIER COMMUNICATIONS PARENT, INC. Address (Including ZIP Code): 1919 MCKINNEY AVENUE DALLAS, TX 75201 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II — Who Is An Insured Is amended to include as an additional Insured any person or organization whom you are required to add as an additional insured on this policy under a written contract or written agreement. Such person or organization is an additional insured only with respect to liability for 'bodily injury", 'property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf, In the performance of your ongoing operations or "your work' as included In the "products -completed operations hazard", which Is the subject of the written contract or written agreement. However, the Insurance afforded to such additional Insured: 1. Only applies to the extent permitted by law; and 2. Will not be broader than that which you are required by the written contract or written agreement to provide for such additional Insured- B. With respect to the Insurance afforded to these additional insureds, the following additional exclusion applies: This Insurance does not apply to: "Bodily Injury", 'property damage" or "personal and advertising injury' arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services Including: a. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, Inspection, architectural or engineering activities. This exclusion applies even If the claims against any insured allege negligence or other wrongdoing In the supervision, hiring, employment, training or monitoring of others by that Insured, if the "occurrence' which caused the 'bodily Injury" or "property damage", or the offense which caused the "personal and advertising Injury", Involved the rendering of or the failure to render any professional architectural, engineering or surveying services. U-011--1175-F CW (04113) Page 1 of 2 Includes copyrighted matertal of Insurance Services Office, Inc., wfth Its penr Won. C. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV — Commercial General Liability Conditions: The additional Insured must see to it that: 1. We are notified as soon as practicable of an "occurrence" or offense that may result in a claim; 2. We receive written notice of a claim or "suit' as soon as practicable; and 3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by another insurer under which the additional Insured may be an Insured In any capacity. This provision does not apply to insurance on which the additional Insured Is a Named Insured If the written contract or written agreement requires that this coverage be primary and non-contributory. D. For the purposes of the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: Primary and Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional Insured provided that: a. The additional Insured is a Named Insured under such other insurance; and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph Is added to Paragraph 4.b. of the Other Insurance Condition of Section IV— Commercial General Llability Conditions: This insurance is excess over: Any of the other Insurance, whether primary, excess, contingent or on any other basis, available to an additional Insured, in which the additional insured on our policy is also covered as an additional Insured on another policy providing coverage for the same "occurrence", offense, claim or "suit'. This provision does not apply to any policy in which the additional Insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. E. This endorsement does not apply to an additional insured which has been added to this policy by an endorsement showing the additional Insured In a Schedule of additional insureds, and which endorsement applies specifically to that Identified additional insured. F. With respect to the insurance afforded to the additional insureds under this endorsement, the following Is added to Section III — Limits Of Insurance: The most we will pay on behalf of the additional Insured is the amount of Insurance: 1. Required by the written contract or written agreement referenced In Paragraph A- of this endorsement; or 2. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown In the Declarations. All other terms and conditions of this policy remain unchanged. U-0L-1175-F OW ("ll3) Page 2 of 2 Indudes copyrighted material of Inaurancs Services ARice, Inc., with Ito p"ealm. Other Insurance Amendment — Primary And Non 0 - Contributory ZURICH Policy No I Eff Date of Pol I t xp Date of Po I Eli Date of End I Producer No I Add'] Pr- rii I Ret r, Prem GL00285992-07 06/01/2024 0610112026 18232000 INCL THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured FRONTIER COMMUNICATIONS PARENT, INC. Address (including ZIP Code). 1919 MCKINNEYAVENUE DALLAS, TX 75201 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part 1. The following paragraph is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: This insurance is primary insurance to and will not seek contribution from any other insurance available to an additional insured under this policy provided that. a. The additional insured is a Named Insured under such other insurance; and b. You are required by a written contract or written agreement that this insurance would be primary and would not seek contribution from any any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b, of the Other Insurance Condition of Section IV — Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same "occurrence", offense, claim or "suit". This provision does not apply to any policy to which the additional insured is a Named Insured on such other policy and where our policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. All other terms and conditions of this policy remain unchanged. U-GL-1327-B CW (04,13) Page 1 of 1 Includes copyrighted material of Insurance Services Office, inc., with its permission. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC000313 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT (Ed. 4-84) 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 anyone not named in the Schedule. Schedule ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT, OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGANIZATION. This endorsement changes the policy to which It is attached and is effective on the date issued unless otherwise slated (The Information below Is required only when this endorsement is Issued subsequent to preparation of the policy.) Endorsement Effective 0 6 — 0 1 — 2 4 Policy No. WC 0285988-07 Insured FRONTIER COMMUNICATIONS PARENT, INC. Insurance Company AMERICAN ZURICH INSURANCE COMPANY Countersigned By WC000313 (Ed 4-84) Endorsement No Premium $ INCL . Docu9lgned try; KACXIF26714E8 r 1983 National Council on Comp*nsation Insuranc* WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed. 4-84 ) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT 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 anyone not named in the Schedule. Schedule ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT, OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGANIZATION This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated (The Information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 06-01-24 Policy No WC 0285989-07 Insured FRONTIER COMMUNICATIONS PARENT, INC. Insurance Company ZURICH AMERICAN INSURANCE COMPANY Countersigned By WC 00 0313 (Ed 4-84) 0 1983 National Council on Compensation Insurance. Endorsement No Premium $ INCL . DO-Mgmd br Qu.d�re,w (, &%bie t�cac3c+t 2A11MLa