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ENC2025-0090
ta Qa�fra 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: 10/9/2025 LOCATION AND CONSTRUCTION: HWY 111 FROM COSTCO DR TO DEPOT DR PURPOSE OF CONSTRUCTION: INSTALL 566' OF (1) - 2" CONDUIT VIA HAND DIG / OPEN TRENCH & DIRECTIONAL BORE DESCRIPTION OF CONSTRUCTION: FOR CHARTER PID #6119731: INSTALL U 24"x36" SPECTRUM VAULT AND CONDUIT FOR COAX CABLE APROXIMATE TIME WHEN WORK WILL BEGIN: 11/6/2025 DATE OF COMPLETION: 11/20/2025 COMMENTS: THIS ENCROACHMENT PERMIT IS FOR WORK WITHIN THE CITY OF LA QUINTA ONLY In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Z10 Permits 7337 Central Ave Corona, CA 92504 (951) 343-5170 Name of Applicant COCHRAN COMMUNICATION CONST Dustin Cox Name of Contractor 478543 Contractor's License No. Business Address Telephone No. 72230 VARNER RD THOUSAND PALMS, CA 92276 (760) 328-6778 Business Address TRAVELERS INDEMNITY COMPANY OF CALIFORNIA Applicant's Insurance Company FEES Traffic Control $800.00 Sidewalk Permit $863.00 Technology Enhancement Fee $83.15 Total: $1,746.15 Telephone No. LIC-0000865 City Business License No. CO-5X347696 Policy Number PERMIT NO: ENC2025-0090 DATE ISSUED: 10/30/2025 EXPIRATION DATE: 10/30/2026 BY: Amy Yu If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 10/30/2025 5:15:54 PM 34 17 7113 >,.0 TT(� AI/1T17771i - INDIVIDUALS WHO ARE KNOWLEDGEABLE IN THE PRINCIPLES OF PROPER TTC SHOULD BE ASSIGNED RESPONSIBILITY FOR SAFETY IN TTC ZONES, TO CHECK THAT ALL TTC DEVICES OF THE PROJECT ARE REASONABLY CONSISTENT WITH THE TTC PLAN AND ARE EFFECTIVE IN PROVIDING REASONABLY SAFE CONDITIONS FOR MOTORISTS, BYCYCLISTS, PEDESTRIANS, AND WORKERS. - AS WORK PROGRESSES TEMPORARY TRAFFIC CONTROLS AND/OR WORKING CONDITIONS SHOULD BE MODIFIED IN ORDER TO PROVIDE REASONABLY SAFE AND EFFICIENT ROAD USER MOVEMENT AND TO PROVIDE WORKER SAFETY. THE INDIVIDUAL RESPONSIBLE FOR TTC SHOULD HAVE THE AUTHORITY TO HALT WORK UNTIL APPLICABLE OR REMEDIAL SAFETY MEASURES ARE TAKEN. - ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED AS SOON AS IS PRACTICAL. - AUDIBLE INFORMATION DEVICES ARE TO BE USED TO ASSIST PEDESTRIANS WITH VISUAL DISABILITIES WHERE NEEDED. - ALL DRIVEWAYS ARE TO REMAIN OPEN AT ALL TIMES. - CONTRACTOR TO CONTACT LOCAL TRANSIT AGENCY WHEN REQUIRED WORK IMPACTS PUBLIC TRANSPORTATION. - CONTRACTOR TO PLACE TEMPORARY NO PARKING SIGNS 48HRS IN ADVANCE OF CLOSING ANY PARKING LANES. - ALL TTC WILL BE COMPLIANT WITH THE MOST RECENT CALIFORNIA MUTCD AND/OR WATCHBOOK PER LOCAL JURISDICTIONAL REQUIREMENTS G20-2 END ROAD WORK �— -- -- ---- SIDEWP 0 C7 SIDEWALK CLOSED AHEAD W20-1 CROS~RE ROAD R9-11 L WORK AHEAD PLACE AT SOUTH EAST CORNER OF PALM DUNE ST CONTENTS VICINITY MAP, SOW, TTC NOTES, LEGEND, 1 TYPICAL, TTC DESIGN SHEET (PHASE 1) 2 TTC DESIGN SHEET (PHASE 2) PHASE 1 NOTES: - DRIVEWAY ACCESS TO BE MAINTAINED AT ALL TIMES - ALL TEMPORARY TRAFFIC CONTROL DEVICES TO BE REMOVED AT THE END OF EACH SHIFT SIDEWALK 350' D n r_ Z M cn M M D w O rT iC7 RIC C 1 FOR PEDESTRIAN DETOUR PLAN (IF REQUIRED) SPECTRUM CHT6119731 Z10 RVEX001 INO 79985 US HIGHWAY 111 INDIO, CA 92201 PRIVATE DRIVEWAY COSTCO DR (PRIVATE RD) R9-11 R 4LK CLOSED MEAD ISSISS H R3-4 45 MPH HIGHWAY 111 -------------- I� I� N � BUS STOP SIDEWALK �CLANETEMP. NO PARKING CLOSED \A/ITHInI (r,)Nip l ARFaC R9-9 CONTRACTOR TO PROVIDE C30(CA) FLAGGERS TO ASSIST PEDESTRIANS THROUGH THE WORK ZONE SEE TYPICAL APPLICATION 28 ON SHEET 1 FOR PEDESTRIAN DETOUR PLAN (IF REQUIRED) CONTRACTOR TO COORDINATE WITH TRANSIT AUTHORITIES TO CLOSE OR TEMPORARILY RELOCATE BUS STOP DURING CONSTRUCTION WEST 7 01 D n r z M M M W M r O r M n Q�pf E SS /p,,,_ M 1Nc P ti� rn # No,81754 Exp. 3/31 /26 /cam./V iv DUMMY] W E S SCALE: V = 40' t l t l t l 01 20' 40' 60' VICINITY MAP WORK AREA ra r�- Y,NORY3C Whitehacer River a> g E S Hi4 a W y III 1 i , ; Highway III 9 U& Highway \i l tr• US Hig u - 3 _ u E Y E e a Woad l� 4 ` 0 51q, of SPdng Arra A.,- St F - n � g �x, Flrvp[RIvt7 n SCOPE OF WORK TEMPORARY TRAFFIC CONTROL DEVICE AND SIGN PLACEMENT WITHIN CITY OF LA QUINTA & CITY OF INDIO RIGHT OF WAY FOR UNDERGROUND FIBER OPTIC CONDUIT INSTALLATION IN CITY OF LA QUINTA & CITY OF INDIO RIGHT OF WAY. TTCD PLACEMENT IN INDIO RIGHT OF WAY TO BE APPROVED BY CITY OF INDIO LEGEND TRAFFIC SIGNAL X X TYPE II BARRICADE / WITH SIGN FLASHING ARROW BOARD I I TYPE III BARRICADE / WITH SIGN �► EXISTING TURN -ONLY LANE �� FLAGGER � EXISTING NO -TURN LANE �� DRIVEWAY TRAFFIC FLOW DIRECTION WORK ZONE TRAFFIC SIGN _ TRAFFIC CONE PEDESTRIAN DETOUR PLAN California MUTCD 2014 Edition Page 1219 (FHWA's MUTCD 2009 Edition, including Revsions 1, 2, & 3, as amended for use in California) Figure 6H-28. Sidewalk Detour or Diversion (TA-28) 3?J3H SSO?J� 03SO�C NlVM3G15 48 inches R9-1' MIN. (See section SIDEWALK 6D.01) CLOSED 51 CROSS ROAD WORKyy g AHEAD W20-1 W20-1 (optional) 4 SIDEWALK DETOUR SIDEWALK DIVERSION TYPICAL APPLICATION 28 Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. Chapter 6H - Typical Applications November ], 2014 parts - Temporary Traffic Control REVISION NOTES DATE DESCRIPTION INITIALS PREPARED BY: ■■O=S=PRO ■■ Telecom Solutions, LLC 2001 THIRD ST #H, RIVERSIDE, CA 92507 (626) 320 - 0996 1 peterm@ospros.net TRAFFIC CONTROL DRAWN FLL Charter Spectrum'CHECKED DESIGN FLL OSPRO MMLB - 14887201 CIRCLE K, DATE 10/6/2025 CORP-BRIDGE CBF Z10 79985 US HIGHWAY 111 1 OF 2 INDIO, CA 92201 # W.O. # REV 5 L6119731 4503195769 Q nk PLOTTED: 10/8/2025 END ROAD WORK SIDEWALK SIDEWALK SIDEWALK CLOSED W20-1 AHEAD V V CRo ROAD RK R9-11 L AHEAD PLACE AT SOUTH EAST CORNER OF PALM DUNE ST �350' —a 45 MPH HIGHWAY 111 45 MPH PRF HIGHWAY 111 SIDEWALK D � n - z m m m D RAISED MEDIAN m � N BIKE TEMP. NO PARKING LANE WITHIN CONED AREAS CLOSED CONTRACTOR TO PROVIDE FLAGGERS TO ASSIST PEDESTRIANS C30(BIKE) R, THROUGH THE WORK ZONE SEE TYPICAL APPLICATION 28 ON SHEET 1 FOR PEDESTRIAN DETOUR PLAN (IF REQUIRED) PHASE 2 NOTES: - DRIVEWAY ACCESS TO BE MAINTAINED AT ALL TIMES - ALL TEMPORARY TRAFFIC CONTROL DEVICES TO BE REMOVED AT THE END OF EACH SHIFT —.0 350' SIDEWALK SIDEWALK PRIVATE DRIVEWAY R9-11 R SIDEWALK CLOSED AHEAD —CROSS R3-4 I COSTCO DR (PRIVATE RD) Ae— Ae— Ae— Ae— Ae— Ae— BUS STOP SIDEWALK LANE ------------------ CLOSED CLOSED TEMP. NO PARKING R9-9 WITHIN CONED AREAS C30(CA) CONTRACTOR TO PROVIDE FLAGGERS TO ASSIST PEDESTRIANS CONTRACTOR TO COORDINATE WITH TRANSIT THROUGH THE WORK ZONE AUTHORITIES TO CLOSE OR TEMPORARILY SEE TYPICAL APPLICATION 28 ON SHEET 1 RELOCATE BUS STOP DURING CONSTRUCTION FOR PEDESTRIAN DETOUR PLAN (IF REQUIRED) I PRIVATE DRIVEWAY dols RAISED MEDIAN SIDEWALK \��\ II esint SIDEWALK LANE DEPOT DR CLOSED CLOSED (PRIVATE RD) Q R9-9 C30 LANE SIDEWALK ( BIKE ) CLOSED CLOSED j LLN tK R9-9 0 LL C30(CA) R3-6R m Q � ~ O z m 0 z <�0 O � U H U �G M ►,yc La f*t .70 41 No.81754 Exp. 3/31 /26 0 j�llgio),�l l k T*l i �Di s SCALE: 1" = 40' 0' 20' 40' 60' r n r_ Z m cn m m w m 0 r m 'LOTTED: 10/8/2025 34 17 13 �.0 CITY OF LA QUINTA — GENERAL NOTES NOTE TO DESIGN ENGINEER: THESE GENERAL NOTES ARE INTENDED FOR USE ON ALL PUBLIC WORKS PLANS AND CAPITAL IMPROVEMENT PROJECTS (CIP), INCLUDING MASS GRADING, ROUGH GRADING, STREET IMPROVEMENT, STORM DRAIN IMPROVEMENT, AND PRECISE GRADING/PAVING PLANS. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7048. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY T00AM TO 5:30PM MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:00AM TO TOOPM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, ORE WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER 3:30PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUITED TO: FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. 12" to 24" Trench (continued...) • Resurfacing Requirements: • 1'-saw cut required at trench edges a Tack oil coat all saw -cut edges o Total section 1 thicker than existing A.C. section W' minimum) o Two, or more, lifts ■ Base Course: 3/4" A.C. material • Compaction via vibroplate, tamper, or other mechanical means • Compaction to 95% • Testing required ■ Finish Paving/Cap Course, 1" Thick: 1/2" A.C. material • Compaction via roller • Compaction to 95% • Testing not required 3. Trenches More Than 24" Wide (See Detail 3) (Typically excavated with a backhoe bucket or other similar methods.) • Backfill Requirements: o CDF or 1-sack slurry Backfill (optional) ■ No testing required o Native or select material backfill ■ Compaction via special conditions to 90% ■ Backfill depth up to appropriate sub grade elevation • Testing required o Crushed Aggregate or Crushed Miscellaneous Base material backfill • Compaction to 95% • Backfill depth up to appropriate base grade elevation (41/2" minimum) • Testing required • Backfill depths dependent upon street structural section • Resurfacing Requir ments: • 1'-saw cut required at trench edges o Tack oil coat at all saw -cut edges Base paving with 3/4" A.C. material o Total Section 1 " thicker than existing A.C. section (4" minimum) o Two, or more, lifts • Base Course: 3/4" A.C. material • Compaction via vibroplate, tamper, or other mechanical means • Compaction to 95% • Testing required • Finish Paving/Cap Course, 0.1' Thick: 112" A.C. material • Compaction via roller • Compaction to 95% • Testing not required 0 3`-grind beyond 1'-saw cut at trench edges ■ Depth of grind to 0.10' below existing finish surface of street (grind after paving base lift) REVISIONS: APPROVED 08 21 01 /— �fN //;;�� =i � 4 STANDARD CHRIS A. VOGT 600 CITY ENGINEER TRENCH BACKFILL & PAVEMENT RCE 44250 RESTORATION REQUIREMENTS SHEET 7 OF 7 SPECTRUM MMLB - 14887201 CIRCLE K, CORP-BRIDGE CBF Z10 79985 US HIGHWAY 111 INDIO, CA. 92201 SIDEWALK TRENCH DETAIL PARKWAY / LANDSCAPE TRENCH DETAIL P EXISTING GRADE REPLACE IN KIND j36" MIN. NATIVE SOIL BACKFILL COVER / / COMPACTION TO 90% RELATIVE DENSITY PROPOSED CONDUIT(S) 12" } EDGE OF PAVEMENT 3 I SEE SECTION A —A BELOW City Street A A 4 "BUTT" JOINT Less than 12" v rnrr nr o.vrurur "BUTT" JOINT MINIMUM STANDARD FOR DIRECTIONAL BORING 6' MIN I 36" MINIMUM DEPTH UNLESS SPECIFIED *�c FLOW OF DITCH MUST BE MAINTAINED AT ALL TIMES OTHERISE FROM CITY INSPECTOR TxU BORE PIT, RESTORE PER CITY STANDARDS ANY EXISTING TILES DAMAGED SHALL BE REPLACED WITH THE SAME OR SIMILAR APPROVED MATERIAL, INCLUDING ALL COUPLINGS PROTECT ROOTS AT ALL TREE LOCATIONS, C REFER TO PLANS FOR CONDUIT SPECIFICATIONS ** SHIFT BORE TRENCH IF NECESSARY 4. a -d "GREENBOOK" CLASS B—AR-4000 j EXISTING BASE A.C., 3" LIFT, • e (VARIES IN DEPTH) OR CITY APPROVED EQUAL a `. •__� EXISTING PAVEMENT . , . a a (VARIES IN DEPTH) •; "GREENBOOK" CLASS 100—E-100 •' a . TRENCH BACKFILL SLURRY, OR PROPOSED UTILITY "- e • .. CITY APPROVED CONTROLLED 4 DENSITY FILL (CDF) A • •'. SECTION A —A REVISIONS: '� AO8P20VOED /�� \�,c 4 4a Q �1+{rl4f� STANDARD CHRIS A. VOGT 600 CITY ENGINEER TRANSVERSE TRENCH BACKFILL Bic RCE 44250 PAVING DETAIL # 1 SHEET 1 OF 7 VARIPR Al v� SIDEWALK ALL CONSTRUCTION SHALL BE CLASS "C" CONCRETE. NOTE: AGGREGATE BASE OR APPROVED SELECT MATERIAL WHEN SOILS REPORT INDICATES PRESENCE OF EXPANSIVE SOIL CONDITIONS. DnanQl=n 1Annru REVISIONS: A08P20VOED o� �� 5 - C& STANDARD CHRIS A. VOLT `'"' v t/LuvyQumrcv 240 CITY ENGINEER RCE 44250 SIDEWALK AND CURB SHEET 1 OF 1 SPECTRUM SOW: 1. INSTALL (1) 24 x36 SPECTRUM VAULT 2. INSTALL 566' OF (1) - 2" CONDUIT VIA HAND DIG / OPEN TRENCH & DIRECTIONAL BORE FROM RIGHT OF WAY TO CITY OF INDIO RIGHT OF WAY 3" � STD. MARKING ARMORCAST z m N LOGO POLYMER CONCRETE COVER 35 $" LIFT PIN OX) c� PLAN VIEW SIDE VIEW ARMoRc4�T\-# 3 END VIEW BOLTDOWN (2X) POLYMER CONCRETE COVER NON-SKID SURFACE POLYMER CONCRETE BOX MODEL NO. A6001974APCX24 24"06"x24" SCALE POLYMER CONCRETE BOX & COVER ASSEMBLY N.T.S. R-OW INN,10W MAX. Y MW` V TO FL 5,:1 MAX. SLOPE _ I -CF 14' TA W StB• • • 20 SIDEWAIK ' EASEMENT 11' TO 12' —� ' Y PARKWAY Ill VARIES 1W TO 22D' 3;1 MAX. SLOPE �Ra1000 VARIES 240' TO 287 LANOSCAANO N PARKWAY & SETBACK TO BE MAINTAINED BY OTHERS, NOT BY CITY (SIDEWALK ONLY, NWINTAINED BYCITY) z I 2!► VARIES 6' - B r Mik `tt•r 1 2.5' L4IN. • , • SLOPE MAY L14CREASE TO 33% A��VA �� A\ �• BEYOND RJGKT-OFAVAY LMT •• WIDTH SHALL BE S ON NONAITFERIAL STREETSAND U_M� S' ON ARTERWL STREETS OR SHARED GOLF CART USE. I. RADII FOR CURVED SIDEWALK SHALL HE BETWEEN 6W AND 10017. 2 ALL RADII SHALL BE STAGGERED, 3. EASEMENT REQUIRED FOR SIDEWALK THAT EXTENDS BEYOND RIGHT OF WAY LINE 4, SDEYIALK SMALL BE A IuiMWJM OF & IN WOTH ADJACENT TO CURB 6 SDEV1'ALK SHALL BE 3r AWAY FROM CURB FACE EXCEPT AT CUR® RETURNS AND BUS STOPS. d SIDEIAALK LAYOUT ON PLANS IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SMALL BE WADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY TPE INSPECTOR PRIOR TO FINAL CONSTRUCTION. 7. CONCRETE SHALL BE CLASS "C" RE111�IOMs DEPARTMENT OF PUBLIC 61ORKS ENGINEERWO DrVMON ADPItovlo •Y: —rmo»n Ie s. F%O* we N , t �, - 'tee on 11'f0.1 STAtOARTL`^P:ah Piz: 245 MEANDERING SHEET SIDEWALK 10F1 VICINITY MAP WORE AREA a ouinta Park c ladhawkWay Westward Ho D o AvEra J La Quints High Sc�fonl E ? H6rseshap�a a �'+ Sabha D. Syramgre In y3E _ F1B.tA r 5 7 S Hibiscis Ln D N MCOrahidow or rpaalr teNarpr Whitevrater a Paws 7ar.,.n River �d Vhtas'` Paseo Fncanto ni High,vay In u5 HighwaYtti v1 t US HOWay111 :9 LRI o S d Martmiquenve 4t 'n ` c O F} re; Largo Dr See St - RsnF i]awn ,. OCs y !yBWd Mau �tD` E Wy. Are Cassia St '� PREPARED BY: O=S =PRO ■■ ■■ Telecom Solutions, LLC 2001 THIRD ST #H, RIVERSIDE, CA 92507 (626) 320 - 0996 1 peterm@ospros.net LEGEND PROPOSED WORK SYMBOL/LINETYPE DESCRIPTION CONCRETE RESTORATION ASPHALT RESTORATION PROPOSED TRENCH PROPOSED DIRECTIONAL BORE — — — — DESIGN SUBMITTED TO ANOTHER AGENCY PROPOSED UNDERGROUND VAULT �d 2'x2' POTHOLE (ASPHALT/CONCRETE/DIRT) 3'X& BORE PIT (ASPHALT/CONCRETE/DIRT) EXISTING STRUCTURES SYMBOL/LINETYPE ABV. DESCRIPTION 0 POLE UTILITY POLE 0 MH MANHOLE HH HH HAND HOLE IN PED PEDESTAL +�+ F/H FIRE HYDRANT e VLV VALVE TS TRAFFIC SIGNAL SL STREET LIGHT o VNT VENT MTR WATER METER BOLLARD TR TREE EXISTING UTILITIES SYMBOL/LINETYPE DESCRIPTION SLC STREET LIGHT CONDUIT E ELECTRIC T TELEPHONE G GAS SD STORM DRAIN SS SANITARY SEWER W WATER TV CATV TC TRAFFIC CONDUIT COMM COMM MISC. LINE TYPES SYMBOL/LINETYPE ABV. DESCRIPTION CL C/L CENTER LINE R/W R/W RIGHT OF WAY P/L P/L PROPERTY LINE EOP EOP EDGE OF PAVEMENT FOC FOC FRONT OF CURB — CURB FACE -'------ - -------I------ CURB &GUTTER GUTTER LP R/R RAILROAD MISC. ADDREYIATIONS ABBRV. DESCRIPTION BCF BEHIND CURB FACE FCF FRONT OF CURB FACE CONC. CONCRETE EX EXISTING U/G UNDERGROUND S/W SIDEWALK D/W DRIVEWAY PL PLACE (INSTALL NEW) NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HERE WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. CONTRACTOR IS REQUIRED TO LOCATE AND POT HOLE ALL EXISTING UTILITY CROSSINGS PRIOR TO CONSTRUCTION. DIGALEFRT CALL TOLL FREE 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT IT'S THE LAW! PHONE NO. 811 CONSTRUCTION PLAN DRAWN CB Charter Spectrum ► DESIGN CB CHECKED OSPRO MMLB — 14887201 CIRCLE K, DATE 10/6/2025 CORP-BRIDGE CBF Z10 79985 US HIGHWAY 111 1 2 INDIO, CA. 92201 of PID W.O. # REV 6119731 3232021 O PLOTTED: 10/7/2025 5o T HWY 111 wyv (MORATORIUM 2025 - 2028) 1 / /WN / / / / / / / / / / / / / / / OUTSIDE CONTRACTUAL SCOPE.Lu Lu Z/. z z k/ 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 Lu Lu Lu TO BE APPLIED TO THE CITY OF INDIO Z T T T T T T T T T T T T - J F- = PROTECT RAMP IN PLACE Lr' U — G G G G G G G G G G G G G W W W W W W W W W W W W T T T 'oT T T T T T T 0 T ---- BORE PIT 1 `o BORE PIT 2 Lo BORE PIT 3 PAVING LIMITS N BUS STOP =_,___-- ______ ___ _____________ _,_�_,___� __ _ i R/W R/W S/W T RAN ® R/W R/W HH E E T T T I T T T T T ` T 1 RESTORE 10'x10' CONC. sm \\ `o slw 1 SIDEWALK PANEL JJJJ J J J J 50' LANDSCAPE EASEMENT ® 50 LANDSCAPE EASEMENT 1 2 U U U U U U U U PER CITY STANDARDS APN 600-020-034 100' } 0 w w w 0 0 APN 600-020-035 � , I _ _ BP3-RNV Q �ocm�;tN ------------------ - PROTECT RAMP IN PLACE Q N LS) r� rn ____________________ SD ----------------- ; BORE --- -----------------------------, ------------------------------------------------------------------------------- LLI� Ocn�OcnwUO JJJJ JJ J \ 1 2" 1 2" 1 2" OIO -10H- U� � J W W PLACE 24"X36' SPECTRUM VAULT IN DIRT Lu U) U) U) U) U) U) � 1 2 " 158' 256' @ STA 18+39 - 5' BEHIND CURB FACE VT1 BP3 (D= ~ w Q ~ LuJ ~ _ � U)w � o Fb � � - - 42 BP1 - BP2 BP2 - VT RESTORE LANDSCAPE PER CITY STANDARDS (DN w G O O N RIW BP1 BORE TRENCH TRENCH Q U Q w U Q U Z TRENCH Q z 0 J (D J (D J— m LLI 5 0 W a- Q W W Q Q � Z _ o ; o WORK TO CONTINUE INTO Q U, C3 io r O Ff I PRIVATE PROPERTY Q> W J O rY Q LL O U> �� O UJ U I ii I I II I it ill 142' 81' 61' 9' � 72' 54' T /gyp LL /0 T / o / LLJ / / / / O LL ILL LL HWY 111 10+00 JEFFERSON ST C/L U (MORATORIUM 2025 - 2028) 10+00 HWY 111 C/L RAW / R/W R/W R/W R/W C'i M/ / / / / / / / / / / D/W/W / / / / / _ _- -- ----- -- -- -� -- ---- / / / / //^^/a / o - -�-- -- -- 71- -1-- --�- -- / - -- ---- OUTSIDE CONTRACTUAL SCOPE / / / / / / / / / / / / / / / / / / OUTSIDE CONTRACTUAL SCOPELu m / CITY OF LA QUINTA RIGHT OF WAY Lu Lu 16+00 15+00 14+00 CITY OF INDIO RIGHT OF WAY13+00 12+00 �/�i +00 / / / / / / / 9+00 / / 8+00 p, 7+00 zTO BE APPLIED TO THE CITY OF INDIO i ti T T T T T T / // // / // // // // /� // U / / / / / / / / / / / / / / / / / / co G G G G G G Zz T W T W T W T W T T / / / / ,-- -- - - - ------------------------------------------ - -- - --- s/w sn/v_ ---- S/vv ____ R1W SS R SS __ ____ RA LANDSCAPE EASEMENT DM P E E HH E E E LANDSCAPE EASEMENT T - - ------- -----T------ - - - - - -T - - - - - - - T - - - - - - - - - - -T - - - - - - - - - - -T / / / Oo / J-J J J J J J J J J J c UUUUUUUUUUUUUU wwwwow iobzo�;tN iC) iob80-= ;tN d) � N � Lo I-- � w d7 N Ln Ln I� d7 0(nOf0U)0�U0 O(��O(��UO / / /o, U<Lu <Lu w0Qw�U wa- Lu Lu(D (D�: w wOQwO�~wU) LLJ N W N W 1011 55' 63' 9' 65' - - 72' 137' 0 M NOTE: CONTRACTOR TO POT HOLE FOR EXISTING. UTILITIES PRIOR TO START OF CONSTRUCTION. NOTE: CONTRACTOR TO REMOVE & REPLACE DAMAGED CONCRETE AND MATCH EXISTING LANDSCAPE TO SATISFACTION OF THE CITY RESIDENT ENGINEER NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HERE WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. CONTRACTOR IS REQUIRED TO LOCATE AND POT HOLE ALL EXISTING UTILITY CROSSINGS PRIOR TO CONSTRUCTION tiv o0 E S SCALE: V = 40' PLOTTED: 10/7/2025 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2025-0090 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 (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 '/2") of A.C. paving on (" N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ® R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than Three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ® R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of 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. 2. 3. Q B 7 PERMIT NO. ENC2025-0090 For Charter 6119731 / Install Vault and Conduit / Hwy 111 and Costco Dr In addition to the standard permit conditions, the following shall apply: 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 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. Charter and/or O-S-Pro Telecom Solutions, LLC, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. This permit is for traffic control within the public right-of-way only. The proposed work is on private property. The permittee shall obtain written approval from the private land owner for any work or improvements on private property. The permittee shall replace whole panel of sidewalk where sidewalk trench occurs. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for future modifications as it relates to any sight distance concerns and/or improvement plan requirements as required by the City Engineer. 9. 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 (i.e. any 4 lane street) before 8:00 a.m. 10. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Division at (760) 777-7070 if signal operation at the intersection is to be altered in any way. Special Conditions Page 1 of 5 PERMIT NO. ENC2025-0090 For Charter 6119731 / Install Vault and Conduit / Hwy 111 and Costco Dr 11. 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 with 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 § I (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 12. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 13. 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. 14. 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 15. Any land on which Williamson Act contracts apply shall remain undisturbed. 16. 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. 17. 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. Special Conditions Page 2 of 5 PERMIT NO. ENC2025-0090 For Charter 6119731 / Install Vault and Conduit / Hwy 111 and Costco Dr 18. 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. 19. 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. 20. 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. 21. 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. 22. 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 23. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in 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. 24. 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. 25. 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. Special Conditions Page 3 of 5 PERMIT NO. ENC2025-0090 For Charter 6119731 / Install Vault and Conduit / Hwy 111 and Costco Dr 26. If traffic lanes are closed on an any Arterial street (any street with more than 2 lanes) within the City of La Quinta right of way, The permittee is required to provide an informative message board (approved by the City Engineer). It shall inform the commuters using the affected roadways 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. The board does not have to be electrical or solar powered. 27. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights -of -way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. Special Conditions Page 4 of 5 PERMIT NO. ENC2025-0090 For Charter 6119731 / Install Vault and Conduit / Hwy 111 and Costco Dr G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 28. 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. 29. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. 30. Access and egress to all local properties shall be maintained at all times. 31. 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. 32. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § I (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. 33. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 34. 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. 35. 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 5 of 5 ,aco CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 12/23/2024 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: S & L Risk Management and Insurance Solutions a/c°NN Ext: 909-253-7742 qIX C No: 909-253-7748 1447 Ford St. #103 E-MAIL ADDRESS: service@sandlinsurance.com Redlands, CA 92374 INSURER(S) AFFORDING COVERAGE NAIC# INSURED Cochran Communication Construction, Inc. 72230 Varner Road Thousand Palms CA 92276 INSURERA: THE TRAVELERS INDEMNITY COMPANY OF INSURERB: TRAVELERS PROPERTY CASUALTY COMPP INSURERC: Insurance Company of the West INSURERD: Ohio Security Insurance Company COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 SUBR POLICY NUMBER MMLDDfYYYY MMLICY EXY LIMITS A X COMMERCIAL GENERAL LIABILITY X X CO-5X347696 1 /1 /2025 1 /1 /2026 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE �X OCCUR _7 DAMAGE TO PREM SES Ea o'currDence $ 300,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X� JE LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ OTHER: B AUTOMOBILE LIABILITY 810-5X312033 1 /1 /2025 1 /1 /2026 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 B X UMBRELLA LIAB X OCCUR X X CUP-5X347900 1 /1 /2025 1 /1 /2026 EACH OCCURRENCE $ 3,000,000 AGGREGATE $ 3,000,000 EXCESS LIAB CLAIMS -MADE DED X RETENTION $ 10,000 $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBEREXCLUDED? ❑ (Mandatory in NH) N / A WSD 5028908 10 1/1/2025 1/1/2026 X STATUTE ERH 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 D Property Insurance BKS56295736 1/1/25 1/1/26 Rented/Leased Equip: $100,000 Ded: $1000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Re: All Operations The following are named as additional insured per the attached endorsement: The certificate holder. Primary non-contributory wording applies per the attached endorsement. Waiver of subrogation applies to the workers compensation per the attached. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF LA QUINTA THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PUBLIC WORKS & ENGINEERING ACCORDANCE WITH THE POLICY PROVISIONS. 78495 CALLE TAMPICO AUTHORIZED REPRESENTATIVE LA QUINTA, CA 92253 4V *_ © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Policy Number: CO-5X347696 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED (Includes Products -Completed Operations If Required By Contract) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PROVISIONS The following is added to SECTION II — WHO IS AN INSURED: Any person or organization that you agree in a written contract or agreement to include as an additional insured on this Coverage Part is an insured, but only: a. With respect to liability for "bodily injury" or "property damage" that occurs, or for "personal injury" caused by an offense that is committed, subsequent to the signing of that contract or agreement and while that part of the contract or agreement is in effect; and b. If, and only to the extent that, such injury or damage is caused by acts or omissions of you or your subcontractor in the performance of "your work" to which the written contract or agreement applies. Such person or organization does not qualify as an additional insured with respect to the independent acts or omissions of such person or organization. The insurance provided to such additional insured is subject to the following provisions: a. If the Limits of Insurance of this Coverage Part shown in the Declarations exceed the minimum limits required by the written contract or agreement, the insurance provided to the additional insured will be limited to such minimum required limits. For the purposes of determining whether this limitation applies, the minimum limits required by the written contract or agreement will be considered to include the minimum limits of any Umbrella or Excess liability coverage required for the additional insured by that written contract or agreement. This provision will not increase the limits of insurance described in Section III — Limits Of Insurance. (1) Any "bodily injury", "property damage" or "personal injury" arising out of the providing, or failure to provide, 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 or change orders, or the preparing, approving, or failing to prepare or approve, drawings and specifications; and (b) Supervisory, inspection, architectural or engineering activities. (2) Any "bodily injury" or "property damage" caused by "your work" and included in the "products -completed operations hazard" unless the written contract or agreement specifically requires you to provide such coverage for that additional insured during the policy period. c. The additional insured must comply with the following duties: (1) Give us written notice as soon as practicable of an "occurrence" or an offense which may result in a claim. To the extent possible, such notice should include: (a) How, when and where the "occurrence" or offense took place; (b) The names and addresses of any injured persons and witnesses; and (c) The nature and location of any injury or damage arising out of the "occurrence" or offense. b. The insurance provided to such additional (2) If a claim is made or "suit" is brought against insured does not apply to: the additional insured: CG D2 46 04 19 © 2018 The Travelers Indemnity Company. All rights reserved. Page 1 of 2 COMMERCIAL GENERAL LIABILITY (a) Immediately record the specifics of the claim or "suit' and the date received; and (b) Notify us as soon as practicable and see to it that we receive written notice of the claim or "suit' as soon as practicable. (3) Immediately send us copies of all legal papers received in connection with the claim or "suit', cooperate with us in the investigation or settlement of the claim or defense against the "suit', and otherwise comply with all policy conditions. (4) Tender the defense and indemnity of any claim or "suit' to any provider of other insurance which would cover such additional insured for a loss we cover. However, this condition does not affect whether the insurance provided to such additional insured is primary to other insurance available to such additional insured which covers that person or organization as a named insured as described in Paragraph 4., Other Insurance, of Section IV — Commercial General Liability Conditions. Page 2 of 2 © 2018 The Travelers Indemnity Company. All rights reserved. CG D2 46 04 19 POLICY NUMBER: CO-5X347696 COMMERCIAL GENERAL LIABILITY ISSUE DATE: 01-01-2025 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: Any person or organization you have agreed in a written and executed contract, prior to an "occurrence", that you would provide such person or organization a waiver of transfer of rights of recovery against others to us on your policy. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV -Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products - completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 ©Insurance Services Office, Inc., 2008 Page 1 of 1 Policy Number: CO-5X347696 COMMERCIAL GENERAL LIABILITY ISSUE DATE: 01-01-2025 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION - DESIGNATED ADDITIONAL INSUREDS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART 6*81:1=11111111111:9010111*1MillF_A1:11 W_101QIII IMkiF_10Ilk Rill :7:1101'i Any person or organization you have agreed in a written and executed contract. PROVISIONS The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy that is shown in the Schedule Of Designated Additional Insureds provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG D8 84 04 20 © 2020 The Travelers Indemnity Company. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number: CO-5X347696 COMMERCIAL GENERAL LIABILITY ISSUE DATE: 01-01-2025 IN: IRI4ILI1101*"14IT, 14►Ngd:/_V[rl*1111119:1:11011IWAUW-IMA:7=/_1elk KN_1:741114A'11111 ADDITIONAL INSURED - STATE OR GOVERNMENTAL AGENCY OR SUBDIVISION OR POLITICAL SUBDIVISION - PERMITS OR AUTHORIZATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE State Or Governmental Agency Or Subdivision Or Political Subdivision: The City of La Quinta PROVISIONS The following is added to SECTION II - WHO IS AN INSURED: Any state or governmental agency or subdivision or political subdivision shown in the Schedule is an insured, subject to the following provisions: 1. This insurance applies only with respect to operations performed by you or on your behalf for which the state or governmental agency or subdivision or political subdivision has issued a permit or authorization. 2. This insurance does not apply to: a. "Bodily injury," "property damage", "personal injury" or "advertising injury" arising out of operations performed for the federal government, state or municipality; or b. "Bodily injury" or "property damage" included within the "products -completed operations hazard". CG D2 69 04 16 © 2016 The Travelers Indemnity Company. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 06 34 (Ed. 8-00) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT - BLANKET 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). The additional premium for this endorsement shall be otherwise due. Person or Organization ANY PERSON OR ORGANIZATION FOR WHOM THE NAMED INSURED IS REQUIRED UNDER WRITTEN CONTRACT TO FURNISH THIS WAIVER 2 % of the total California Workers' Compensation premium Schedule Job Description ALL CA OPERATIONS 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 01/ 01/2 025 Policy No. WSD 5028908 10 Endorsement No. Insured COCHRAN COMMUNICATION Premium $ INCL. Insurance Company INSURANCE COMPANY OF THE WEST WC 99 06 34 (Ed. 8-00) Countersigned By 791:7 INSURED