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ENC2023-1004
CALIFORNIA ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and/or APPROVED SUBDIVISIONS. DATE: 09/07/2023 LOCATION OF CONSTRUCTION: FRED WARING BTW WASHINGTON AND ADAMS ST PURPOSE OF CONSTRUCTION: BRING MANHOLES TO GRADE DUE TO STREET REHABILITATION PROJECT DESCRIPTION OF CONSTRUCTION: FRONTIER W01246378 TO ACCESS 5 MANHOLES FOR CITY STREET REHABILITATION PROJECT APPROXIMATE TIME WHEN WORK WILL BEGIN: 09/11/2023 DATE OF COMPLETION: 11/20/2023 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. Cyient Allan Noel Name of Applicant FRONTIER CALIFORNIA INC Name of Contractor 488385 Contractor's License No. STEADFAST INSURANCE Applicant's Insurance Company FEES TOTAL: 201 Flynn Rd, Camarillo, CA 93012 (805) 431-1879 Business Address Telephone No. 7248 HARBOR WAY, GRANITE BAY, CA 95746 (916) 704-1202 Business Address Telephone No. N/A City Business License No. GLO 0285992-06 Policy Number PERMIT NO: ENC2023-1004 DATE ISSUED: 10/06/2023 EXPIRATION DATE: 10/07/2024 BY: Amy Yu If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. TRAFFIC CONTROL PLAN GENERAL NOTES A. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A PUBLIC STREET TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED TO ENSURE THE SAFE MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR AROUND THE CLOSURE AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. B. CONTRACTOR SHALL LEAVE ACCESS OPEN TO DRIVEWAYS AT ALL TIMES. C. ALL DELINEATORS SHALL BE EQUIPPED WITH REFLECTIVE BAND AT NIGHT TIME. D. ALL WARNING SIGNS SHALL BE EQUIPPED WITH FLASHING YELLOW WARNING LIGHTS FOR ANY NIGHTTIME OPERATIONS. E. ALL SIGNS, CONES, DELINEATORS, BARRICADES, ETC. AND THEIR INSTALLATION SHALL CONFORM TO CALIFORNIA MANUAL OF TRAFFIC CONTROL DEVICES (CAMUTCD) LATEST EDITION. F. CONTRACTOR SHALL PROVIDE FLAGGERS AS DEEMED NECESSARY. G. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED FOLLOWING COMPLETION OF EACH CONSTRUCTION STAGE AND PERMANENT TRAFFIC CONTROL DEVICES SHALL BE RESTORED BY THE CONTRACTOR UPON COMPLETION OF PROJECT. H. CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN ACCESS AT ALL TIMES. I. CONTRACTOR SHALL COVER OR REMOVE ALL CONFLICTING SIGNS. 7 ucson C it - iack Car Wash VICINITY MAP PHASE 01 MH UNK1 LAT : 33J29142 LONG: -116.3015k PHASE:G2 - _ - MH UNK2 LAT : 33.729156 LONG:-116.299064 Indian Wells Arts Festivalits at the Tennis Garden 17 Via Dijon Darby Rd D arb Vintage Nursery' enith W ay PHASE 04 MH liN PC4c' '_7' LAT : 33.724,188 70it Solutic- Pompeii Ct < LONG:ielll' ;.2§4103ar' • oV @Pies Dr Fred Wari PHASE 05 PHASE 03','. MH UNK5 MH UNK3 LAT : 31_ 9-204 LAT : 33.729176 LONG:-1191690 LONG:-116.296585 4 La Pa In) m Adams Sanita Dr La Ouinta Highlands Forbes Cir 44 Harland Dr M Carnes Cir I in 4 A ViaTuscany , Bradford Cir .� 17PfiPPr'-iP` PHASE 01 OF 05 ACCESS MH UNK 1. 0 U 11 MAX QRAISED MEDIAN Lo— O� Q— — — — — — — — — LLI Ll G20-5AP PALM ROYALE DR 30 MPH LEGEND PORTABLE FLASHING BEACON 1=1 TYPE III BARRICADE W/SIGN }-{ TYPE II BARRICADE W/SIGN • CHANNELIZING DEVICE T TRAFFIC CONE WITH CLIP ON SIGN i TYPE I W/ SIGN a EXISTING SIGN O SIGNALIZED INTERSECTION saa FLASHING ARROW BOARD HIGH LEVEL WARNING DEVICE (FLAGTREE) r{FLAGGER TANISIAT TOW AWAY NO STOPPING ANY TIME ® EXISTING DRIVEWAY ® WORK ZONE (ACTIVITY AREA) LIMITS DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING) / SIDEWALK SIDEWALK LL BUS STOP BOC r� — — — — — — — — — « s s C RAISEDMEDIAN Q C Lo —~ — — ~Lu ROW SIDEWALK ROW SIDEWALK U_ v BIKE + RIGHT LANE CLOSURE Is z- FRONTIER WORK ORDER • W01246378 Frontier WIRE CENTER NAME: CITY W.O. TITLE:AND DESCRIPTION LA QUINTA WORK IN MHS LOCATED ALONG FRED WARING DR. DWG BY. SCALE: "' c. —111 CYIENT 1"=100' 10/04/2023 02 OF 06 PHASE 02 OF 05 ACCESS MH UNK 2. END ROAD WORK G20-2 Q=0C DIRT o— Z ~— — a Lo ~- WIEL ~ BOC SIDEV 20' LANE CLOSED C30 (CA) PALM ROYALE DR 30 MPH END ROAD WORK ROAD G20-2 ROAD WORK AHEAD o WORK o j t — AHEAD 3 0� W20-1 rc m � W20-1 100' ROW r/ ~ w cac N ~ C G O LID 7wG20-2 N � I jt i tl K z a � F LL � o x w o �3 o� 40 t CONTACT TRANSIT AUTHORITY 72 m HOURS PRIOR TO START OF WORK rc LANE CLOSED FOR TEMPORARY RELOCATION OF W S y. BUS STOP BIKE LL ro w q < C30 (CA) LANE xlcxrl,we CLOSED O y MAS Tuu+alGxT i� . a X o 3 R3.7(R) FUSHING C30(BIKE) O ARROW BOARD ib5(CA) m 750' BUFFER 0' OPENIN 320' MERGING TAPER 110' BIKE ROW ;� F� 70' 4 t I BUFFER SIDEWALK BOG BOG BUS STOP 10' MAX« MAX— s y \ 3 ROW SIDEWALK BOG SIDEWALK _ 250'� W RK OAD RHEA MH UNK2 �\ LANE CLOSED L ZONE WORK ASPEED LI MIT D LAT: 33.729164 LONG:-116.299056 R3-4 W121 C30 (CA) 40 coordinate with Regional TMC at least three W201 G20-SAP days prior to impacting signal operation. Please email jschlaefli@tkeengineering.com and Kgunterson@cvag.org to coordinate. Signal timing will not be impacted 4 0 WORK AHEAD G20.5AP W20-1 50' ROW DIRT QSOC L1� 0 UJ Z f 0 J « — z2 RAISED MEDIAN L.L o y G ROW c� SIDEWALK LL BOC END ROAD WORK G20-2 IN Wit-1 W16-1 PRIVATE ROAD END VENICE DR RonD woRK 25 MPH G20-2 ROAD o WORK AHEAD a o a W20-1 G, IKE LANE IGHT LAN CLOSED CLOSED a \HEAD AHEAD SOC SIDEWALK BOG siutvvn�rc i RAISED MEDIAN RAISED MEDIAN RAISED MEDIAN ~ — — — ~ — — — - — — ~ — — — — — — — — — — — — ~ — — — — — — — r — — — — y — — - ~ — � y BOG SIDEWALK BOG SIDEWALK ROW ROW FRED WARING DR 50 MPH DIRT BOC — — — — ~ — — — — — y SIDEWALK — -- — ROW r— LEGEND PORTABLE FLASHING BEACON I=1 • TYPE III BARRICADE W/SIGN HANNELIZINGCADE DEVI E/SIGN I� STAMP DATE: 10/05/2023 BIKE + RIGHT LANE CLOSURE = TRAFFIC CONE WITH CLIP ON SIGN TYPE I W/ SIGN FRONTIER WORK ORDER W01246378 a EXISTING SIGN Frontier WIRE CENTER NAME: O SIGNALIZED INTERSECTION CITY W.O. TITLE:AND DESCRIPTION soa FLASHING ARROW BOARD HIGH LEVEL WARNING DEVICE (FLAGTREE) .* FLAGGER LA QUINTA WORK IN MHS LOCATED ALONG FRED TANSAT TOW AWAY NO STOPPING ANY TIME WARING DR. ® EXISTING DRIVEWAY ® WORK ZONE (ACTIVITY AREA) LIMITS DWG BY SCALE: DATE SHEET y DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING) CYIENT 1"=100' 10/04/2023 03 OF 06 I PHASE 03 OF 05 ACCESS MH UNK 3. ROAD PRIVATE ROAD WORK VENICE DR AHEAD 25 MPH W20-1 END 0' ROAD WORK Y 0' BIKE SHARE a a G20-2 IKE LANE I MH LINK 3 LANE LANE THE o W ❑ w CLOSED ; ■ END LAT: 33.729181 CLOSED CLOSED ROAD � m � y AHEAD LONG:-116.296584 WORK 25' ROAD WORK o o w o Wq 2 R ( ) ZONE C30 (CA) FLASHING ARROW BOARD C30(BIKE) W16--1 C20(BIKE) G20-2 ��250' 320' MERGING TAPER 110 BIKE TAPER 250 250'— ROW ROW ROW SIDEWALK IN SIDEWALK ry BOC _ 2O'MAX ~ CL ---------------- Q C GO N N RAISED MEDIAN ,. ,. ,, RAISED MEDIAN LC) y ~ — — — _ — — ~ — — — — — — —~ uJ y y y LL u- BOCBOC SIDEWALK SIDEWALK SIDEWALK ROW SIDEWALK ROW ROW WORK AHEAD SPEED LIMIT W20-1 4 0 G20-5AP LEGEND PORTABLE FLASHING BEACON 1=1 TYPE III BARRICADE W/SIGN }-{ TYPE II BARRICADE W/SIGN • CHANNELIZING DEVICE s TRAFFIC CONE WITH CLIP ON SIGN TYPE I W/ SIGN a EXISTING SIGN D SIGNALIZED INTERSECTION a 3a FLASHING ARROW BOARD HIGH LEVEL WARNING DEVICE (FLAGTREE) FLAGGER TANSAT TOW AWAY NO STOPPING ANY TIME ® EXISTING DRIVEWAY ® WORK ZONE (ACTIVITY AREA) LIMITS DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING) CLOSED"' `�'"0' WORK AHEAD 4 AHEAD C20(CA) G20-5AP W20-1 250' ROW SIDEWALK BOC rn o ROW SIDEWALK BOC END ROAD WORK G20-2 W V _ Z = a_ Q 2 O LC) 0 w�/ LL LL- F I BIKE + RIGHT LANE CLOSURE -s FRONTIER WORK ORDER • W01246378 Frontier WIRE CENTER NAME: CITY W.O. TITLE:AND DESCRIPTION LA QUINTA WORK IN MHS LOCATED ALONG FRED WARING DR. DWG BY. SCALE: DATE. SHEET CYIENT 1"=80' 10/04/2023 04 OF 06 PHASE 04 OF 05 ACCESS MH UNK 4. PRIVATE ROAD VENICE DR 25 MPH WORK AHEAD i W20-1 c 0 END o u ROAD WORK G20-2 r_j QSIDEWALK eou V � Z = j� (L O LLu y y Lr IDEWALK WOR�qll�N�LMIT W20-1 G20-5AP END ROAD WORK G20-2 o a 0 0 t 310— LANE CLOSED MH UNK 4 LAT: 33.729196 WORK LONG:-116.294117 / ZONE C30 (CA; SIDEWALK — — — — — — — — — — — — — — 0'M— -- RAISED MEDIAN ---~ -------------------------- --~ -------------------------- y ROW SIDEWALK LEGEND PORTABLE FLASHING BEACON H TYPE III BARRICADE W/SIGN }-{ TYPE II BARRICADE W/SIGN • CHANNELIZING DEVICE s TRAFFIC CONE WITH CLIP ON SIGN i TYPE I W/ SIGN a EXISTING SIGN OS SIGNALIZED INTERSECTION saa FLASHING ARROW BOARD HIGH LEVEL WARNING DEVICE (FLAGTREE) FLAGGER TANSAT TOW AWAY NO STOPPING ANY TIME ® EXISTING DRIVEWAY ® WORK ZONE (ACTIVITY AREA) LIMITS DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING) LANE ARROW BOARD 320' MERGING GALAXY DR 25 MPH SHARE THE IKE LANE ROAD PRIVATE RD WORK ROAD CLOSED AHEA AHEAD Y END w o ROAD WORK W11-1 W16-1 C20(BIKE) W4-2(R) W20-1 3 y f 0 G20-2 � 10' BIKE TAPER 250' - 2' ROW RO ROW e— SIDEWALK co SIDEWALK SIDEWALK SOD M1 • — — — — — — • UJI — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ~ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r Z f • J RAISED MEDIAN r r '. ', RAISED MEDIAN ~ y — — — — — — — — — — — — — — — — — v y — — — — — — — — — — — — — ~ ----------- --— ---- --— BOC SOD C SIDEWALK G SIDEWALK FRED WARING DR 50 MPH 4O WORK AHEAC G20-5AP W20-1 W SIDEWALK - --- - - - - - - - � - - - - -- w- Z-------------------- U a � U �L0 - ui C SIDEWALK 0L LL END ROAD WORK G20-2 0 o � o o 02 g END ROAD ROAD WORK WORK AHEAD G20-2 WM., LAS VISTAS DR 25 MPH w BIKE + RIGHT LANE CLOSURE -s FRONTIER WORK ORDER • W01246378 Frontier WIRE CENTER NAME: CITY W.O. TITLE:AND DESCRIPTION LA QUINTA WORK IN MHS LOCATED ALONG FRED WARING DR. DWG BY. SCALE: "' c. —111 CYIENT 1"=100' 10/04/2023 05 OF 06 PHASE 05 OF 05 ACCESS MH UNK 5. ROAD WORK LANE MH UNK5 CLOSED N LAT: 33.729204 END ROAD WORK C30 (CA) G20-2 �LONG6.291690 WORK FZONE 120'BUFFER ROW ROV L�— SIDEWALK SIDEWALK BOG CDZ --------------- ------- ------- 20'MAX -- ---- OMAX -- = < RAISED MEDIAN O ~ ~ — y � — — w------- ~-- y SIDEWALK BOC BOCK LL 250' IR WORK ROAD WORK SPEED LIMIT AHEAD 40 x 5 ; o W20-1 G20-SAP ; ? o ROAD END w WORK ROAD WORK AHEAD G20-2 W20-1 LAS VISTAS DR 25 MPH PRIVATE RD GALAXY DR 25 MPH r a END 3 3 ROAD WORK y y V G20-2 �1 m � �100' RO SIDEWALK t S' RAISED MEDIAN R3-4 LEGEND PORTABLE FLASHING BEACON 1=1 TYPE III BARRICADE W/SIGN }--( TYPE II BARRICADE W/SIGN • CHANNELIZING DEVICE = TRAFFIC CONE WITH CLIP ON SIGN i TYPE I W/ SIGN a EXISTING SIGN SD SIGNALIZED INTERSECTION o-3a FLASHING ARROW BOARD HIGH LEVEL WARNING DEVICE (FLAGTREE) FLAGGER TANSAT TOW AWAY NO STOPPING ANY TIME ® EXISTING DRIVEWAY ® WORK ZONE (ACTIVITY AREA) LIMITS y DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING) MUST `Z LANE SHARE ' ■ TURN RIGHT CLOSED THE AN LANE I 1 R3-7(R) ROAD CLOSED gHEA7 - 90 OPENIN FLASHING ARRGWBGARD C30(BIKE) W11-1 W16-1 C20(BIKE) W4-2(R) 320' MERGING TAPER 110' BIKE TAPER 25R 250 Vi SIDEWALK ( 1 SIDEWALK BOG,— v — — — — — — — — — — — — — — — — — — — — — — — 0' MAX 0' MAX — —SIDEWALK — — — — — ~— — — — — ~ W 0. — — — — — — — — — «---------------« « ~ J RAISED MEDIAN RAISED MEDIAN RAISED MEDIAN y ~ 99 i k y ~ — — — — — — — — — y — — — — — — — — — `/ — — — — — — — — — — OO SIDEWALK BOO SIDEWALK SIDEWALK ROW ROW FRED WARING DR 50 MPH Q�®FESSB® BA�,��2 _ r N ORK pe. ZONE IO(.A) -ELI TtROW /A� 40 7- �0. C71932 m G20-5AP 12M1 U 250' 1L.U6 RO'N C BUS STOP SIDEWALKLL N ag W l 9' OF Q — — — — STAMP DATE: 10/05/2023 J a s a Q g — o BIKE +RIGHT LANE CLOSUONTER _ _ _ _ _ y _ y WORK ORDER W01246378 BOG SIDEWALK BOG Ro LL WIRE CENTER NAME: END Fr*ontier ROAD WORK G20-2 CITY W.O. TITLE:AND DESCRIPTION LA QUINTA WORK IN MHS LOCATED ALONG FRED WARING DR. DWG BY. SCALE: DATE. SHEET CYIENT 1"=100' 10/04/2023 06 OF 06 ta � dA & t Al IJ:ORNIA July 26, 2023 Frontier Communications 295 N. Sunrise Way Palm Springs, CA 92262 RE: Fred Waring Drive Pavement Rehabilitation — Final Utility Notice Dear Danielle, The City of La Quinta intends to provide pavement rehabilitation on Fred Waring Drive between Washington Street and Adams Street. Construction is anticipated to begin in August 2023. The rehabilitation is a twelve (12) inch pulverization, re -compaction of the existing road section, and overlay. Attached to this notice is a set of final plans that identify potential conflicts. Please confirm the plans reflect the facilities per your records. During the design stage of this project, the City determined that Frontier Communications (Frontier) does not have prior rights along this street and is responsible for removing conflicts that interfere with the City's proposed improvements. The rehabilitation limits CONFLICT with existing manholes that will need to be adjusted to final grade. Your work schedule shall be as follows: Frontier Facilities will be relocated upon 15 business day notification by City. The anticipated construction date listed above is approximate only for preliminary planning purposes and are subject to change. Liability for the cost of the work is: Existing facilities are located within City right of way and will be relocated at Frontier Communications' expense. Should you have any questions, please feel free to contact Lorissa Gruehl, P.E., Designer, at (760) 323-5344 (laruehl@naiconsulting.com). Attachments: 0 Project Plans (Final) STA10+74 514' TRANS ---1--7TYPE IV (RT) EX. R/W BEGIN PVMT REHAB DETAIL 38 DETAIL 12 1 TYPE IV (RT) DETAIL 39A ARROW - - - 1 - - _ 1 ------ 1 ARROW "AHEAD" 3 EA ' -- CAT ' -- CATV -- - - - "SIGNAL" 3 Azi 6" WHITE SOLID AT;,, -- - AT - - E ----- - T --- CAT --- CATV - - - - CATV -- AT`i - 50' 1 I ------ LINE,- --- T _ _ _ _ ---- --- ----- - - -- T - - - LLI -- EE W TYPE IV (LT) I I - � - - E 59 -- ARROW -_ 0 3 EA 1 - Z - --- ------ - � I - 2 - I *�----------- ---1�`-------------------- " c� �I� 3 - �----------I ---- z - 1----r —� ------ — ----- CROSSWALK I � I O Q I I I I I I in ------ / 6" WHITE SOLID -TYPE IV (LT)r ------ 1 ARROW LINE, 50' 3 EA - i __75S I I t + T� STA 10+00 FRED WARING DRIVE= 1 I I i 1 p I WASHINGTON STREET I CURB & GUTTER 1 DETAI O O - - TV CN - N - N = ' 41-- (D I - --- zol J I� W _41 UW �N U) CQ - CA V c 6 I4 I FRONTIER BE ATV -_---- C�TV E TYPE IV (LT) -- N E -c 1 ARROW - _TYPE IV (LT) ARROW 4+00 25+00 CONSTRUCTION NOTES: 0 PROTECT IN PLACE PULVERIZE 12" OF ROAD SECTION FROM EXISTING (THREE 0 STEP PROCESS), REMOVE EXCESS, GRADE AND COMPACT TO 7" DEPTH O3 PLACE 5" AC OVER PULVERIZED BASE OADJUST WATER VALVE BOX AND COVER TO GRADE PER CVWD STANDARD PLAN W-17A AND W-18A 0 ADJUST UTILITY BY OTHERS CENTERLINLE ------------------------ Z ----------- - 14+�----�1-y 15+00J --__ - 16+00 DE' 1 1 DETAIL 38 DETAIL 22 ------------ -TYPE IV (LT)— — — — — — 1 ARROW 3 EA 1 CURB & GUTTER LLJ II T J Q I > W� 1 JI 0 �>/' 1 CROSSWALK 5 6 — J=-1-- of i _ 9 T 2 0 - ATV o o -- CATV �- DETAIL 22 E I __ E L=200' __ E CENTERLINE 1 DETAIL 38 1 DETAIL 40 2 26+00 1 - -- - --� ------------- ------ 28+00 I =� 9 - �- +�- YPE IV (LT) - II I ROW 1 LI 6" WHITE LID r~- _ 1 LINE, 100- 9 FRONTIER CATV -- CQT CAT _________________ 17+00 18+00 19+00 --!-----------±- --- N � 2 O T 3 —� ------ I�� FRED WARING DRIVE 1 CURB & GUTTER DETAIL 39 1 - 1 MEDIAN - - - - CURB Q --- CATV -- CATV -- CATV O =�- -- --- - _ - �- + N� 1 -41' 2 � N W 51' _ 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ---------- 20+00 21+00 221 U) O --�-- --�-- --- - -- -----� I z - - J O 43' '- 41' � m _ 1 DETAIL 25 - - CATV - _ CATV 4 1 DETAIL 39 7 EX. R/W LJJ �e a CATTLVI .: 1 "AHEAD" CURB & 7 GUTTER 1 "AHEAD" - 3 EA FRONTIER 7 "SIGNAL" - 3 EA 1 - - - - - - _Z4 AT -- CATV -- TV -- A -- CATV -- CATV 0 ----- E Q FRED WARING DRIVE ----------- - - - - - - --------------------sfi+UO------------ + -------------------- ---- -- 3 - TV - .. ELT) _ -- TV - - - =ATV -- - CATV -= MEDIAN ATV- __ CAT . - -� LEGEND: 1 ARROW 8 1 CURB 1 1 1 CURB & 4 �7� DETAIL 22 DETAIL 38 GUTTER PULVERIZE AND ASPHALT CONCRETE OVERLAY -G- --- TS - — -- E - - CATV CENTERLINE RIGHT-OF-WAY (EXISTING) EXISTING WATER MAIN (CVWD) EXISTING SEWER MAIN (CVWD) EXISTING GAS MAIN (SOCALGAS) EXISTING TELEPHONE/COM LINE (FRONTIER) EXISTING TRAFFIC SIGNAL INTERCONNECT (CITY) EXISTING ELECTRICAL (IID) EXISTING TELEPHONE/COM LINE (SPECTRUM) STRIPING NOTES: QPLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION 2QPAINT MEDIAN NOSE AND INSTALL PAVEMENT MARKERS PER DETAIL A OR B ON SHEET 2. STRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE 3A-112 (CA), DETAIL 38 STRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE 3A-112 (CA), DETAIL 39 STRIPE 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD FIGURE 3A-112 (CA), DETAIL 39A QSTRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED 6 PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), DETAIL 12 PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED BIKE 7 Q RIDER" SYMBOL, AND SMALL BIKE LANE ARROW, PER CALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS POSITIONED PER MUTCD FIGURE 9C-3 DETAIL C. PAINT CENTERED ON GREEN RECTANGULAR BACKGROUND, 3.5'X37' gQ PAINT 12 INCH WHITE DIAGONAL, 50' O.C. gQ STRIPE 6 INCH WIDE WHITE LINE, 50' LONG PAINT PAVEMENT MARKING, TYPE PER PLAN 11 INSTALL GREEN PAINT WITHIN THE BIKE LANE DASHED AREA sp48 32+00 -� — _ - - —TT - -=I I- -CATV CATV - _ CQ G -- - C V 1 DETAIL 25 6 EX. R/W w J Q U N 40 20 0 40 80 120 SCALE: 1 "=40' NOTES TO CONTRACTOR: 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN AS ADJUST TO GRADE. 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH PER GENERAL NOTES. 3. REFRESH ANY STRIPING DAMAGED OR COVERED FROM CONSTRUCTION ACTIVITY TRACK -OUT. 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY AND HAS NOT BEEN TIED DOWN BY SURVEYOR. 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT SHALL NOT EXCEED 1" DEPTH. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS OF BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG JUNE 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/�� Traffic Engineering Cathedral City, 0A 92234 PROJECT No. 2022-03 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. G� �l Project Management (760) 323-5344 LG PRIVATE REFERENCE: �� o� �Fti F� Contract Administration FRED WARING DRIVE PAVEMENT REHABILITATION N/A Underground Service Alert Consulting CHECK: F Call: 1011 FREE BENCH MARK: w R.C.E. �6�30 m PAVEMENT, SIGNING, AND STRIPING JN SHEET 3 IJ V � N/A � EXP.12-31-24 � PR PARED UN ER THE SUPERVISION OF: SCALE: OF FRED WARING DRIVE ((( `1-800 PER PLAN 5 SHEETS 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE �q C / V �` 06-15-2023 PUBLIC WORKS DIRECTOR/CITY ENGINEER F OF caL\F LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA OUINTA ' CURB & O GUTTER 4 O 0 CATV__ r - co co r r r W � U) W �0_ ------------------ - W= ------------ z 0I J r W l r 0 Q CATV _ 1 MEDIAN I I CURB CURB & O 6 -- O r r Wn 100— Z O - 3 EA LU = W ao 5� W G !7CA7TVN - U) > > � I w ❑ Q � I � EX. R/W W W U FRONTIER 6 7 d01 z - 7 W ❑ 5 > - - - - - - - -- CA -- CAT -� _ - -- C V CAT -- CATV -- C b - - E - E - - E - - E 402 ------ 48' 3 2 5 2 EA ARROW -3S-FU --_----------3---8g*p6 r------------ - 49 43' 1 DETAIL 38 2� 2 r r 3 r DETAIL 39 TV -- CATV E E -- CENTERLINE ----------- ----- -- - --- ----- ---- =ATV 1 - - 5 -3 EA - - - 1 CATV - - 5 5 EA - - - - - - - - DETAIL 25 TYPE IV (LT) 7 -- CATV -- CATV -- CATV 4 ARROW CATV 175' TRANS DETAIL 39 V II 1 EX. R/W } W % dOIS J �' / Q ❑ E - AS S GUTTER 8 CATV EX. R/W 3 TYPE IV (RT) 10 ARROW 11 5 --- E -- -- S FRED WARING DRIVE 41' 48' -----------may*------------2*0(�---- --- - !1DETAIL r -41' 8' W �r W -------------- N -��-- --- -- - 39 CA1V CURB &----,T8 GUTTER CURB & 1 7 GUTTER - - 6 - - CATV -- - - CATV - CATV - CATV MEDIAN , - 8 CURB, .TV -- CA V -- :"17f= 19 =t_ - - --------------42+08--- -----------------43+00 ----------------- -- ------------------- FRED WARING DRIVE ---- --- - -- L 1 DETAIL 39 CENTERLINE 4 � - DETAIL 25 C CURB & CATV 1 GUTTER 41, a EX. R/W 4 CATV 0 ----- - +^ --- - N ' LL - - r �riV-•F/ r W � Q J -- 46J U) J I ------- I z_ 0 _ C_ G r U %OOU' — = 1 W W — W < co 75 — — CA 5 — — CURB & 1 ' 7 6 GUTTER DETAIL 39 1 CO --- E -- E - --- N � _� = r Lf � W C 2I Q J 3 ----- Jq*0(3--------- 55+00 56+00 57+00 55� w O + I - I z r O r � J m r o W W r L=200' I U W -- - ------------ - - MEDIAN 1 - - - -- CATV CURB CAT 1 -- 6 -- CATV - CAT -- C -- CATV G DETAIL 25 7 1 5 "SIGNAL" - 3 EA I EX. R/W "AHEAD" - 3 EA I� w J Q U fN 120' TRANS EX. R/W CURB & j 7 GUTTER 1 1 _ 8 _ 4 _ _ _ _ _ _ _ 6 9 _ -' -MiS STA63+47.73 FRED WARING DRIVE= STRIPING NOTES: CONSTRUCTION NOTES: O - ADAMS STREET 0 DETAIL 39 6 CROSSWALK + I- T� - --- T --- --_ T --- T --- T - — T --- ` �_ ��- T 1 --_---- OQ =iv - -- - --- - iv - - - G - - G - - C _ - Q PLACE BACK ORIGINAL STRIPING AND TYPE IN SAME LOCATION 1O PROTECT IN PLACE LO � 4F T -- E -- -- E - E - r - E -- � E I li___ 40 20 0 40 80 120 41' T% — S —S — S — — S — — TYPE IV (LT) _ I I W 1 PULVERIZE 12 OF ROAD SECTION FROM EXISTING THREE Q I 48 r 1 1 ARROW r I TYPE IV (LT) LU �________ Q PAINT MEDIAN NOSE AND INSTALL PAVEMENT MARKERS PER O ) DETAIL 22 1 ARROW G S — DETAIL A OR B ON SHEET 2. 7'TDEP DEPTH REMOVE EXCESS, GRADE AND COMPACT TO SCALE: 1 "=40' 2 Wr------------------------------- r r----- J �OU---------- - 59+-------- -�---M-FM------- _---------fi�+��-------------------�2±��-- _- __ I U) j STRIPE 8 INCH WHITE CHANNELIZING LINE, CAMUTCD FIGURE }, 1 W T --f-N— - _ 3+0Y j L3A-112 (CA), DETAIL 38 O3 PLACE 5" AC OVER PULVERIZED BASE Q + I I 2= T - r 6 +(1f3----------- Q3 �4 /< <T-----7- —� T--___T- ---7-- <— _ --- I 9 p� z ----- ---- ----- 3-----`-----�-- -- -- 1- -= 1----< < 0 _ T- '-----�- - -- I- STRIPE 6 INCH WIDE WHITE BIKE LANE, PER CAMUTCD FIGURE ADJUST WATER VALVE BOX AND COVER TO GRADE PER CVWD J -_- ! 2 8" WHITE r _ DETAIL 38 I Q 1 3A-112 (CA), DETAIL 39 O STANDARD PLAN W-17A AND W-18A LEGEND: _ 40' 48 FRED WARING DRIVE 1------- 1------- STA 63+10 CHEVRONS, TYP. U W I - W L=200' W -L 10 END PVMT REHABI i STRIPE 6 INCH WIDE WHITE DASHED BIKE LANE, PER CAMUTCD ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER W -- v - -�_ �� S1— PULVERIZE AND ASPHALT CONCRETE OVERLAY I i j FIGURE 3A-112 (CA), DETAIL 39A O CVWD STANDARD PLAN S-1B Q (f� I -- - T" 9 11 CASE 1 - -___- — STRIPE 6 INCH WIDE WHITE LANE LINE AND INSTALL RAISED c — — — — — _ - MEDIAN — — — — — — — __ _ _ __ _____ _ 1 %� Q PAVEMENT MARKERS, PER CAMUTCD FIGURE 3A-102 (CA), O7 ADJUST UTILITY BY OTHERS CONSTRUCT CONCRETE IMPROVEMENTS 5 - 1 TV -- 6 ATV 1 CURB CURB & CATV --€ 5 MIN OR TO — — DETAIL 12 DETAIL 25 1 - 12 GRADE PARKWAY MAX 1:3 SLOPE TO JOIN CURB RAMP, GUTTERY 5 MIN OR TO 12 - _NEAREST JOINT PAINT WHITE "BIKE" AND "LANE" LETTERING, "HELMETED BIKE 8 MODIFY/ADJUST IRRIGATION AND REPLACE LANDSCAPE TO CENTERLINE NEAREST JOINT 13 I I� 1 I �� RIDER" SYMBOL, AND SMALL BIKE LANE ARROW, PER O SATISFACTION OF CITY EX. R/W i�v II I I 7 CALTRANS STANDARD PLANS A24A, A24C, AND A24D, AND AS POSITIONED PER MUTCD FIGURE 9C-3 DETAIL C. PAINT 503' TRANS 8 13 i I I II I I I I CENTERED ON GREEN RECTANGULAR BACKGROUND, 3.5'X37' 9 REMOVE CONCRETE SIDEWALK/RAMP - - RIGHT-OF-WAY (EXISTING) O NOTES TO CONTRACTOR: Qg PAINT 12 INCH WHITE DIAGONAL, 50' O.C. 10 REMOVE CONCRETE CURB; AND CURB AND GUTTER EXISTING WATER MAIN (CVWD) 1. PROTECT IN PLACE ALL MANHOLES AND VALVES, UNLESS SHOWN AS ADJUST TO GRADE. Qg STRIPE 6 INCH WIDE WHITE LINE, 50' LONG 11 CONSTRUCT CURB RAMP PER CITY OF LA QUINTA STANDARD EXISTING SEWER MAIN (CVWD) PLAN 250, CASE PER PLAN 2. PROTECT IN PLACE ALL SURVEY MONUMENTS OR RE-ESTABLISH PER GENERAL NOTES. PAINT PAVEMENT MARKING, TYPE PER PLAN 12 CONSTRUCT SIDEWALK PER CITY OF LA QUINTA STANDARD EXISTING GAS MAIN (SOCALGAS) 3. REFRESH ANY STRIPING DAMAGED OR COVERED FROM EXISTING TELEPHONE/COM LINE CONSTRUCTION ACTIVITY TRACK -OUT. 11 INSTALL GREEN PAINT WITHIN THE BIKE LANE DASHED AREA 13 REMOVE AND REPLACE SIGNAL PULL BOX WITH NO.6 (FRONTIER) 4. STATIONING AND CENTERLINE IS SHOWN FOR REFERENCE ONLY EXISTING TRAFFIC SIGNAL INTERCONNECT AND HAS NOT BEEN TIED DOWN BY SURVEYOR. (CITY) 5. PROTECT IN PLACE ALL EXISTING SIGNS. 6. FOR ANY CRACK, OR VOID, GREATER THAN 1", FILL WITH EXISTING ELECTRICAL (IID) COMPACTED PEA -GRAVEL AND SS GRADE ASPHALTIC EMULSION EXISTING TELEPHONE/COM LINE OR HOT MIX ASPHALT DIRECTED BY THE ENGINEER. SEALANT (SPECTRUM) SHALL NOT EXCEED 1" DEPTH. IT'S THE LAW! DIAL BEFORE YOU DIG!! BASIS �F BEARING APPROVED BY: CITY OF LA QUINTA IN THE CITY OF LA OUINTA DESIGN: DATE: NO WORK SHALL BE DONE ON THIS Civil Engineering 68-955 Adelina Road LG JUNE 2023 SITE UNTIL BELOW AGENCY IS NOTIFIED N/A QROFESS/�N ��� Traffic Engineering Cathedral City, CA 92234 PROJECT No. 2022-03 DRAFT: OF INTENTION TO GRADE OR EXCAVATE. �O SSP A. T -le Project Management (760) 323-5344 LG PRIVATE REFERENCE: �� o� �Fyl �� Contract Administration FRED WARING DRIVE PAVEMENT REHABILITATION N A Underground Service Alert Consulting CHECK: F Call:1011 FREED MARK: w R.C.E. 76730 m PAVEMENT, SIGNING, AND STRIPING JN SHEET 4 V � N/A � EXP. 12-31-24 � PR PARED UN ER THE SUPERVISION OF: SCALE: OF FRED WARING DRIVE ((( `1-800 s P 644 PER PLAN 5 SHEETS 221-2600 NO. DATE INIT. APP'V'D DATE BRYAN McKINNEY, P.E. DATE q 0 / V 1 \_`06-15-2023 PUBLIC WORKS DIRECTOR/CITY ENGINEER rF OF Cp,_O LORISSA A. GRUEHL, PE DATE FOR: TWO WORKING DAYS BEFORE YOU DIG R E V I S 1 0 N S R.C.E. No. 49418 EXP. DATE: 09 30 24 R.C.E. 76730 EXPIRES 12/31/24 CITY OF LA OUINTA City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2023-1004 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/d') to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 ''/2") of A.C. paving on (** N/A **) of class (** N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of Backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of 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. ENC2023-1004 Frontier WO1246378/ Bring 5 Manholes to Grade/ Fred Waring Between Washington St and Adams St 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. 3. 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. 5. 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. ENC2023-1004 Frontier WO1246378/ Bring 5 Manholes to Grade/ Fred Waring Between Washington St and Adams St 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 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (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. ENC2023-1004 Frontier WO1246378/ Bring 5 Manholes to Grade/ Fred Waring Between Washington St and Adams St 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, 5th 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. ENC2023-1004 Frontier WO1246378/ Bring 5 Manholes to Grade/ Fred Waring Between Washington St and Adams St 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. ENC2023-1004 Frontier WO1246378/ Bring 5 Manholes to Grade/ Fred Waring Between Washington St and Adams St 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. ENC2023-1004 Frontier WO1246378/ Bring 5 Manholes to Grade/ Fred Waring Between Washington St and Adams St 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 parry has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 / A�� "® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDIYYYY) 06113/2023 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 NAME: Marsh I U.S. Operations MARSH USA LLC. 540 W. MADISON A/C NNo Ext : (866) 966-4664 FAX No): 212-948-0770 E-MAIL ADDRESS: 9 q Chico o CertRe uest marsh.com CHICAGO, IL 60661 INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Steadfast Insurance Company 26387 CN102898337--GAW-23-24 FC650 GAW INSURED Frontier California Inc. INSURER B : Zurich American Insurance Company 16535 INSURER C : American Zurich Insurance Company 40142 401 Merritt 7 INSURER D : Norwalk, CT 06851 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: CHI-010079173-09 REVISION NUMBER: 3 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 INSD SUBR WVD POLICY NUMBER POLICY EFF MM/DDIYYYY POLICY EXP MM/DDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY X GLO028599206 06/01/2023 06/01/2024 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X� OCCUR DAMAGE TO TED PREMISESctcur ence)$ a occurrence) ('a 500,000 MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY ❑ PRO- JECT ❑ LOC X PRODUCTS - COMP/OP AGG $ 2,000,000 $ OTHER: B AUTOMOBILE LIABILITY BAP 0285990 06 06/01/2023 06/01/2024 COMBINED SINGLE LIMIT Ea accident $ 1,000,000 X BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY L $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION $ $ C B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? � (Mandatory in NH) N/A X WC 0285988 06 (AOS) WC 0285989 06 (RETRO) 06/01/2023 06101/2023 06/01/2024 06101/2024 X STATUTE OERH E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) City of La Quinta, its officers, officials, employees, and agents shall be named as Additional Insureds as respects the General Liability policy where required by written 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 Workers Compensation policy,as permitted by law where required by written CERTIFICATE HOLDER CANCELLATION City of La Quinta SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 78-495 Calle Tampico THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN La Quinta, CA 92247 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: CN102898337 LOC #: ,a`oRo ADDITIONAL REMARKS SCHEDULE Page 2 of 2 AGENCY NAMED INSURED MARSH USA LLC. Frontier California Inc. POLICY NUMBER CARRIER I NAIC CODE EFFECTIVE DATE: ,DDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance contract. ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 0 Additional Insured — Automatic — Owners, Lessees Or ZURICH Contractors Policy No. Eff.Dateof Pol. Exp.Dateof PoL ER Date of End. Producer No. AddT Pre. Retum Pmm. GL00285992-05 06/01/2023 06/01/2024 18232000 INCL THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: FRONT IER COMMUNICATIONS PARENT, INC. Address (Including ZIP Code): 401 MERRITT 7 NORWALK, CT 06851 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 bylaw; 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-GL-1175f CW (04113) Page 1 of 2 Indudes copyrigh ad material of Insurance Services Office, Inc., with its permission. 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 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 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-GL-1175f CW (04119) Page 2 of 2 Includes copyrighfed material of Insurance Services Office, Inc., with its permission. Other Insurance Amendment — Primary And Non- 9 Contributory Z U RI C H Policy No. Eff.Dateof Pol. Exp.Dateof PoL ER Date of End. Producer No. Add']. Pre. Return Poem. GL00285992-05 06/01/2023 OB/01/2024 18232000 INCL THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured FRONTIER COMMUNICATIONS PARENT, INC. Address (including ZIP Code): 401 MERRITT7 NORWALK, CT 06851 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 in 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 noncontributory basis. All other terms and conditions of this policy remain unchanged. U-GL-1327E CW (04/13) Page 1 of 1 Includes copyrighted material of Insurence Services Office, Inc., with its permission. 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 staled. (The Information below Is required only when this endorsement Is Issued subsequent to preparation of the policy.) Endorsement Effective 06-01-23 Policy No. WC 0285988-06 Endorsement No. Insured FRONTIER COMMUNICATIONS PARENT, INC. Premium $ INCL. Insurance Company AMERICAN ZURICH INSURANCE COMPANY CocuslgneEI En Ga i Countersigned By Fn WC 00 03 13 (Ed. 4-84) 01983eNlonal Council on Compensation Insurance. 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 staled. (The Information below Is required only when this endorsement Is Issued subsequent to preparation of the policy.) Endorsement Effective 06-01-23 Policy No. WC 0285989-06 Endorsement No. Insured FRONTIER COMMUNICATIONS PARENT, INC. Premium $ INCL. Insurance Company ZURICH AMERICAN INSURANCE COMPANY can. mailo, Ci(C� a Countersigned By naeieezez3naaa.. WC 00 03 13 (Ed. 4-84) 01983eNlonal Council on Compensation Insurance.