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ENC2025-0018
ta Qa�fra -( \1'I�)IN \l\- ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and/or APPROVED SUBDIVISIONS. DATE: 2/6/2025 LOCATION AND CONSTRUCTION: 80900 Ave 60: Northwest corner of Ave 60 Near Madison St PURPOSE OF CONSTRUCTION: Trench 244', Place 1 new vault, Place 1 new Power Supply cabinet Model Alpha UPE-M6, Place 2 New Pedestals for new development. TM 32201 DESCRIPTION OF CONSTRUCTION: For Charter PID 5480798; TWC-Z10-5480798: Trench and place new conduit, place power supply cabinet, vault and 2 pedestals APROXIMATE TIME WHEN WORK WILL BEGIN: 4/1/2025 DATE OF COMPLETION: 4/7/2025 COMMENTS: Separate building permit required for electrical 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. VVD Communications Name of Applicant VIDEO VOICE DATA COMMUNICATIONS Name of Contractor 821598 Contractor's License No. BITCO General Insurance Company Applicant's Insurance Company 7337 Central Ave Riverside, CA 92504 (951) 406-1703 Business Address 7391 LINCOLN WAY GARDEN GROVE, CA 92841 Business Address FEES Digital Archiving and Records Management Fee $24.00 Technology Enhancement Fee $38.55 Traffic Control $771.00 Total: $833.55 LIC-767970 Telephone No. (714) 897-6300 Telephone No. City Business License No. CLP 3751162 Policy Number PERMIT NO: ENC2025-0018 DATE ISSUED: 11/25/2025 EXPIRATION DATE: 11/25/2026 BY: Amy Yu If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 11 /25/2025 10:39:31 AM CITY OF LA QUINTA TYPICAL CONSTRUCTION SIGNS NOTES: 1. PROVIDE FLAGGER FOR DRIVEWAY ACCESS 2. KEEP ALL DRIVEWAYS OPEN/CLEAR DURING CONSTRUCTION. 3. USE CONES WITH 18"MIN. HEIGHT AS CHANNELIZING DEVICE. PORTABLE DELINEATORS PLACED AT ONE-HALF THE SPACING INDICATED FOR TRAFFIC CONES, MAY BE USED INSTEAD OF CONES FOR DAYTIME CLOSURES ONLY. 4. ALL CONES USED FOR LANE CLOSURES DURING THE HOURS OF DARKNESS SHALL BE FITTED WITH RETRO-REFLECTIVE BANDS OR SLEEVES AS SPECIFIED IN THE SPECIFICATIONS. 5. THE MAXIMUM SPACING BETWEEN CONES ALONG A TANGENT AND A TAPER SHALL BE APPROXIMATELY AS SHOWN ON TABLE 2. 6. EACH ADVANCE WARNING SIGN SHALL BE EQUIPPED WITH AT LEAST TWO FLAGS FOR DAYTIME CLOSURES. EACH FLAG SHALL BE AT LEAST 16"x16" IN SIZE AND SHALL BE ORANGE OR FLUORESCENT RED -ORANGE IN COLOR. FLASHING BEACON SHALL BE PLACED DURING DARKNESS INSTEAD OF FLAGS. 7. FLASHING ARROW SIGN SHALL BE EITHER TYPE I OR TYPE II 8. FOR ADDITIONAL INFORMATION, REFER TO THE CALIFORNIA MUTCD (LATEST EDITION) 9. NOTIFY PUBLIC WORKS INSPECTOR 48 HRS PRIOR TO BEGINNING WORK. 10. TRENCH EXCAVATIONS WITHIN THE ROADWAY SHALL BE COVERED WITH STEEL PLATES. STEEL PLATE WARNING SIGNS SHALL BE USED. 11. CONTRACTOR MUST SET-UP AND TEAR DOWN DAILY. 12. PARTIAL STREET CLOSURE REQUIRED APPROVAL BY DEPT. OF PUBLIC WORKS SCOPE OF WORK: (CITY OF LA QUINTA) I TOTAL PROPOSED UNDERGROUND EXCAVATION I TOTAL PROPOSED PEDESTAL (/ POWER SUPPLY) IN PLACE WORK AREA ;.; �Jof -II-. WORK AREA 0 '� MIRFIG M VICINITY MAP N.T.S. 32 LF 2 COVER PAGE 80900 AVENUE 60 SCOPE OF WORK: PROP. NEW ALPHA SINGLE PN-4 POWER SUPPLY CABINET IN DIRT. PROP. NEW 26"38" CHARTER OLT PEDESTAL IN DIRT. -TOTAL EXCAVATION 32' TABLE 1 WORK HOURS: 9:00 AM TO 3:30 PM RECOMMENDED SIGN SPACING FOR ADVANCE WARNING SIGN SERIES AND MINIMUM TAPER LENGTH END ROAD NARROW SHOULDER ROAD WORK WORK AHEAD LANE CLOSED G20-2 W20-1 C 12(CA) C30A TABLE 2 RECOMMENDED TAPER LENGTH AND MAXIMUM CHANNELIZER/CONE SPACING A B C A B C MINIMUM APPROACH MINIMUM DISTANCE (FEET) TAPER LENGTHS (L) (FEET) APPROACH BUFFER MAX CONE SPACING SPEED (S) BETWEEN SIGNS AND FOR 12-FOOT LANE SPEED (S) LENGTH (MPH) FROM LAST SIGN TO TAPER L 1 /2L 1 /3L (MPH) (FEET) TAPER TANGENT CONFLICT(*) 25 100 125 65 45 25 125 25 50 12 30 250 180 90 60 30 200 30 60 15 35 250 245 125 85 35 250 35 70 17 40 250 320 160 110 40 350 40 80 20 45 350 540 270 180 45 360 45 90 22 50 350 600 300 200 50 425 50 100 25 55+ 500 660 330 220 55+ 495 55 100 27 REVISION: o p 'kEV# DATE DESCRIPTION INT / 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TICKET. L FOR MERGE TAPER (*) FACING OPPOSING TRAFFIC, ADJACENT TO WORK AREA 1 /2L FOR SHIFT TAPER OR CONFLICTING WITH EXISTING STRIPING 1/3L FOR SHOULDER TAPER CLIENT: Charter COMMUNICATIONS 7337 CENTRAL AVE RIVERSIDE, CA 92504 DATE: 10/ 1 6/2025 SCALE: N/A E—MAIL: ann.laforteza@vvdcomm.net THOMAS GUIDE: 5590—A1 COVER PAGE �N5 VIDEO VOICE DATA 7391 Lincoln Way Garden Grove, CA 92841 714-897-6300 PROJECT: 5480794 WORK LOCATION: SERVICE ADDRESS: NOTES: Taper Formula L = S X W FOR SPEEDS GREATER THAN 40 M P H L = W X S2 FOR SPEEDS OF 60 40 MPH OR LESS L = MINIMUM LENGTH OF TAPER (FEET) S = APPROACH SPEED (MPH) _ POSTED SPEED LIMIT OR OFF—PEAK 85TH % SPEED PRIOR TO WORK STARTING OR ANTICIPATED OPERATING SPEED W = WIDTH OF OFFSET (FEET) SHEET 01 OF 02 CITY OF LA QUINTA AVENUE 60 / COLUMBELLA DR 80900 AVENUE 60 LA QUINTA, CA 92253 ZONE: 10 PHASE 1 OF 1 CITY OF LA QUINTA TRAFFIC PLANS 80900 AVENUE 60 COLUMBELLA DR PRIVATE STREET NOTE: PEDESTRAIN TRAFFIC MUST BE MAINTAINED WITH A MINIMUM 5' CLEARANCE ON SIDEWALK. %'DrrCU LIIVII I IVV 1 rVJ I Cv FLAGGER TO ASSIST PEDESTRIANS THROUGH WORK AREA CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK AN INDIVIDUAL WILL BE ASSIGNED TO MAINTAIN THE CONES WHILE THE WORK ZONE IS IN PLACE CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES SHEET 02 OF 02 SCALE: 1 "=40' 0 40' 80' GENERAL NOTES INDEMNIFICATION CLAUSE: THE CONTRACTOR AGREES AND SHALL; 1. ASSUME SOLE AND COMPLETE RESPONSIBILITY OF THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTIES THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONDITION. THE CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF LA QUINTA, REPRESENTATIVES, AND ENGINEERS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT. 2. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION AND THROUGHOUT THE COURSE OF CONSTRUCTION WORK, THE CONTRACTOR SHALL FULLY COMPLY WITH THE "CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH" ACT OF 1973 INCLUDING ALL REVISIONS AND AMENDMENTS THERETO. 3. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF GO 95,128, AND THE STANDARD "SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", AS ADOPTED BY THE CITY, COUNTY OR STATE AS MODIFIED BY STANDARD PLANS AND ADDENDUMS. 4. THE EXISTENCE AND LOCATION OF UTILITIES AND OTHER AGENCY FACILITIES AS SHOWN HEREON ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. OTHER FACILITIES MAY EXIST, THE CONTRACTOR SHALL VERIFY PRIOR TO THE START OF CONSTRUCTION AND SHALL USE EXTREME CARE AND PROTECTIVE MEASURES TO PREVENT DAMAGE TO THESE FACILITIES. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY OR AGENCY FACILITIES WITHIN THE LIMITS OR WORK, WHETHER THEY ARE SHOWN ON THIS PLAN OR NOT. 5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 811, AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY EXCAVATION. 6. THE CONTRACTOR SHALL NOTIFY THE INSPECTION DEPARTMENT, TEL. NO. (760) 777-7045 , AT LEAST TWO DAYS BEFORE START OF ANY WORK REQUIRING THEIR INVOLVEMENT. 7. ALL WORK AREA AND STREET TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE MUTCD AND SPECIFICATIONS FROM THE CITY, COUNTY AND STATE. 8. THE CITY, COUNTY OR STATE SHALL SPECIFY THE EXPIRATION PERIOD OF THE PERMIT FOR THIS CONSTRUCTION PROJECT. 9. THE MINIMUM COVER FOR ALL CONDUITS PLACED UNDERGROUND SHALL BE 36 INCHES BELOW GUTTER. 10. THE CONTRACTOR SHALL PUNCH THROUGH & BORE ALL CURB AND GUTTERS AND BORE ALL CONCRETE DRIVEWAYS AND WALKWAYS AT THE DIRECTION OF THE CITY, COUNTY OR STATE INSPECTION. 11. ALL ASPHALT CONCRETE AND/OR CONCRETE PAVEMENT SHALL BE REPLACED AT THE DIRECTION OF THE CITY, COUNTY OR STATE ENGINEERS. 12. ALL SHRUBS, PLANTS OR TREES THAT HAVE BEEN DAMAGED OR DISTURBED DURING THE COURSE OF THE WORK, SHALL BE REPLANTED AND OR REPLACED SO AS TO RESTORE THE WORK SITE TO ITS ORIGINAL CONDITION. 13. IF DAMAGE OCCURS TO THE CITY OR COUNTY FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY: CITY OF LA QUINTA, PUBLIC WORKS DEPARTMENT AT TEL. NO. (760) 777-7045 STREET LIGHTING S.C.E. (800) 655-4555 14. AT LEAST TWO DAYS PRIOR TO THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL NOTIFY THE POLICE DEPARTMENT AND THE FIRE DEPARTMENT. 15. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROCESSING OF ALL APPLICATION PERMIT FORMS ALONG WITH THE REQUIRED LIABILITY INSURANCE FORMS, CLEARLY DEMONSTRATING THAT THE CITY OF LA QUINTA AS ALSO INSURED WITH THE REQUIRED LIABILITY INSURANCE FOR THIS CONSTRUCTION PROJECT. 16. VAULTS, PEDESTALS, CONDUITS AND ALL OTHER TYPES OF SUBSTRUCTURE ARE EITHER SPECIFIED ON THIS PLAN OR WILL BE SPECIFIED BY THE CONSTRUCTION ENGINEER. ANY AND ALL DEVIATIONS FROM THE SPECIFIED TYPES OF MATERIAL MUST BE APPROVED BY THE SYSTEM ENGINEER OR CONSTRUCTION ENGINEER, IN WRITING BEFORE INSTALLATION THEREOF. 17. ALL PAVEMENT POTHOLES WILL BE CORE -DRILLED AND VACUUM EXTRACTED, DIAMETER NOT TO EXCEED 8". COMPACT BACKFILL AS PER TRENCH REPAIR DETAIL; SLURRY SEAL TO MATCH EXISTING PAVEMENT. PROPOSED WORK LEGEND REVISION: CWHICHEVER APPLY IRE4 DATE SYMBOL/LINETYPE ABBRV. DESCRIPTION PROP. POWER CONDUIT PROP. COMMUNICATION CONDUIT DETAIL INFO PROP. POWER SUPPLY KEY NOTE BORE PIT DIRT / ASPHALT POTHOLE ASPHALT CONC. SIDEWALK REPLACEMENT IMPROVEMENT PLANS FOR: POWER SUPPLY PLACEMENT SITE ID : 5480794 SITE ADDRESS : 80900 AVENUE 60, LA QUINTA, CA 92253 LATITUDE/LONGITUDE : 33.612861,-116.252639 (NAD 83 COORDINATES) POWER PROVIDER : IID STRUCTURE TYPE POWER PEDESTAL 80854 SITE AREA 1 - ... mommmommLLWAL-M BILE Will Paseo De Rosario O Recently viewed N £ion= 80875 DESCRIPTION I INT CLIENT: Charter COMMUNICATIONS 9260 TOPANGA CANYON BLVD CHATSWORTH, CA 91311 VICINITY MAP NOT TO SCALE EXISTING STRUCTURES SYMBOL/LINETYPE ABBRV. DESCRIPTION SYMBOL/LINETYPE ® POLE UTILITY POLE SLC ® MH MANHOLE E Q HH HH HAND HOLE T z ® PED PEDESTAL G W +a� F/H FIRE HYDRANT SD ►� VLV VALVE SS V Q TS TRAFFIC SIGNAL W W SL STREET LIGHT OIL J ® VENT FO QQ MTR METER I TV TREE POLE ANCHOR STREET SIGN DATE: 10/10/2025 SCALE: N.T.S. E-MAIL: switzerlan.montefrio@vvdcomm.net THOMAS GUIDE: 5590 - Al TITLE SHEET TOTAL NEW CONDUIT 32 LF BORE 0 LF ASPHALT TRENCH 0 LF CONCRETE TRENCH 0 LF DIRT TRENCH (PARKWAY) 32 LF REMOVE AND REPLACE CSW 0 SQ. FT. RESURFACING 0 SQ. FT. QUANTITY OF VAULT 0 QUANTITY OF PED(s) 2 TOTAL EXCAVATION 32 LF MISC_ DESCRIPTION SYMBOL/LINETYPE ABBRV. DESCRIPTION STREET LIGHT CONDUIT C/L CENTER LINE ELECTRIC R/W R/W RIGHT OF WAY TELEPHONE EOP EOP EDGE OF PAVEMENT GAS FOC FOC FRONT OF CURB STORM DRAIN CURB FACE SANITARY SEWER ----- C&G ---- GUTTER LIP 1 C&G CURB & GUTTER WATER OIL /PETROLEUM ' I!' ' ' R/R RAILROAD FIBER OPTIC SIDEWALK DRAIN CATV BACKFLOW PARKING METER ADA RAMP NGINEER: 15 VIDEO VOICE DATA 7391 Lincoln Way Garden Grove, CA 92841 714-897-6300 PROJECT: 5480794 WORK LOCATION: SERVICE ADDRESS: DRAWING INDEX: SHEET 1 - TITLE SHEET SHEET 2 - DETAIL SHEET (D1) SHEET 3 - SITE PLAN SHEET 4 - ELEVATIONS (Al) ABBRV. DESCRIPTION EX EXISTING CF CURB FACE BCF BEHIND CURB FACE FCF FROM CURB FACE CONC CONCRETE U/G UNDERGROUND S/W SIDEWALK D/W DRIVEWAY CSW CONC.SIDEWALK VGR VERTICAL GROUND ROD O/H OVERHEAD CONTACT 81 1 LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TICKET# CITY OF LA QUINTA AVENUE 60 / MADISON ST 80900 AVENUE 60 SHEET LA QUINTA, CA 92253 1 of 4 26" FRONT 'I II II I I BATT STRING #3 1 1 II II II L— _j L— J L— __� L— ICI I BATT STRING #2 1 �j 1 7�1 2„ I BATT STRIING #1 11 1 I (N) PRECAST CONC. PAD CO (SEE DETAIL HEREON) 30" EQUIPMENT CABINET DETAIL N.T.S. SPH2436 500 SERIES PEDESTAL li N KNO TYP. OLT CABINET DETAIL (NOT TO SCALE) DIMENSIONS ► Height: 297 mm (11.7 in) ► Width: 527 mm (20.7 in) ► Depth: 238 mm (9.4 in) 527 mm PROPOSED WORK LEGEND (WH I CHEVER APPLY) SYMBOL/LINETYPE ABBRV. DESCRIPTION PROP. POWER CONDUIT PROP. COMMUNICATION CONDUIT DETAIL INFO PROP. POWER SUPPLY KEY NOTE BORE PIT DIRT / ASPHALT POTHOLE ASPHALT CONC. SIDEWALK REPLACEMENT 238 mm REVISION: REV# DATE CABINET SPECIFICATIONS MANUFACTURER: ALPHA MODEL: PN-4 HEIGHT: 52" WIDTH: 26" DEPTH: 24" WEIGHT (EMPTY): 180 LBS. WEIGHT (W/ BATTERIES): 1,920 LBS. ►�a1:7►e MA Ito] AII01 RJ A BATTERY CONFIGURATION: CABINET #1: (4) BATTERY STRINGS N 2611 TOP CONCRETE PAD & ANCHORAGE DETAIL N.T.S. VECIMA ► Weight: Approximately 17.73 kg (39.11bs) DESCRIPTION I INT CLIENT. Charter COMMUNICATIONS 9260 TOPANGA CANYON BLVD CHATSWORTH, CA 91311 297 mn 2'-6" 6" MIN. THICK PRECAST CONCRETE PAD OUTLINE OF CABINET CABINET ANCHOR POINTS, TYP. PLACE CONCRETE PAD MINIMUM 2" FROM NEARBY CONCRETE PAD(S) EQUIPMENT CABINET 3/8"0 GALVANIZED THREAD ROD W/ HILTI HIT-HY 200 ADHESIVE EMBED = 4" SPECIAL INSPECTION PER (ESR-3187) (4) TOTAL — NUT & INSULATING WASHER — 6" MIN. THICK PRECAST CONCRETE PAD CABINET GROUND #2 STRANDED IN 1/2" PVC TIED INTO (N) GROUND RING NOTE: 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, CONDUITS WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. w > (E) SURFACE (SEE PLAN TRENCHING DETAIL N.T.S. V-6" PATCH AND REPAIR TO MATCH EXISTING UNDISTURBED EARTH 8 WARNING TAPE 12" BELOW GRADE 90% COMPACTED FILL ONE (1) 1-112" 0 OR EQUIVALENT SCH. 40 RIGID U.G. CONDUIT PROTECT -IN -PLACE (E) U.G. CONDUIT, TYP. (IF APPLICABLE)(SEE NOTE) CONSTRUCTION NOTES: 1. CONTRACTOR NEEDS TO COMPLY WITH ALL APPLICABLE/REQUIRED INSPECTIONS PER LOCAL GUIDELINES. 2. CONTRACTOR SHALL BE AWARE OF PEDESTRIAN AND VEHICLE ACCESS. CONTRACTOR SHALL NOT BLOCK WALKWAYS, DRIVEWAYS AND/OR OTHER FORMS OF ACCESS. CONTRACTOR SHALL REACH OUT TO ENGINEER IF REVISIONS TO DESIGN HEREON ARE REQUIRED. 3. RESTORE DISTURBED LANDSCAPING AND/OR IRRIGATION. 4. ALL EXISTING STRUCTURES TO BE PROTECTED IN PLACE. 5. ANY SIDEWALK DISTURBANCE SHALL BE REPLACE FROM SCORE LINE TO SCORE LINE TO MEET CITY STANDARD. 6. TRAFFIC CONTROL NOTE: CONTRACTOR SHALL SET UP TEMPORARY TRAFFIC CONTROL PER THE MOST CURRENT CA MUTCD OR WATCH MANUAL (LATEST EDITION), PER CITY PREFERENCE. DATE: 10/10/2025 SCALE: N.T.S. E-MAIL: switzerlan.montefrio@vvdcomm.net THOMAS GUIDE: 5590 - Al DETAIL SHEET (D1 ) NGINEER: 15 VIDEO VOICE DATA 7391 Lincoln Way Garden Grove, CA 92841 714-897-6300 Z_ 2 ENCLOSURE GROUNDING ENCLOSURE FOOTPRINT TERMINATE AT SERVICE ENTRANCE GROUND #6 AWG, 1 TWO 8' (2.4m) GROUND RODS, 6' (1.8m) APART MIN. (may require additional ground rods to meet NEC minimum grounding standard of 25 ohms or less) NOTE: GROUND TEXT SHALL MEASURE LESS THAN 25 OHMS. IFEXCEEDED,CONTRACTOR TO INSTALL ADDITIONAL GROUND RODS AS REQUIRED. SERVICE GROUNDING (REQUIRED) �1 #6 BARE COPPER WIRE FROM SERVICE NEUTRAL I GROUND BAR WITH 2 GROUND RODS LOCATED 6' (1.8 m) APART. IF SYSTEM GROUND RESISTANCE IS GREATER THAN 25 OHMS CONSULT WITH LOCAL CODE AUTHORITY FOR SUITABLE GROUNDING SYSTEM. GROUNDING & SINGLE -LINE DIAGRAM DETAIL ON T.S. RIGID STEEL CONDUIT PLUG RIGID STEEL CONDUIT COUPLING GRADE RIGID STEEL CONDUIT RIGID STEEL TO PVC ADAPTER PVC SCHEDULE 40 SIZE AS SHOWN ON DRAWINGS 8 STUB -UP DETAIL N.T.S. CONTACT811 LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TICKET# PROJECT: 5480794 CITY OF LA QUINTA WORK LOCATION: AVENUE 60 / MADISON ST SERVICE ADDRESS: 80900 AVENUE 60 SHEET LA QUINTA, CA 92253 2 of 4 SITE PHOTO LOCATION MAP 1 Y • p ate,! Y. r, SITE AREA M$ 33.612861,-116.252639 �co co c - aim m •� 1 r •F i *4&' ` b' ' • 'J• ;� _ •yam ••'•. �•V .•n � • ' CONSTRUCTION NOTES: 1. CONTRACTOR NEEDS TO COMPLY WITH ALL APPLICABLE/REQUIRED INSPECTIONS PER LOCAL GUIDELINES. 2. CONTRACTOR SHALL BE AWARE OF PEDESTRIAN AND VEHICLE ACCESS. CONTRACTOR SHALL NOT BLOCK WALKWAYS, DRIVEWAYS AND/OR OTHER FORMS OF ACCESS. CONTRACTOR SHALL REACH OUT TO ENGINEER IF REVISIONS TO DESIGN HEREON ARE REQUIRED. 3. RESTORE DISTURBED LANDSCAPING AND/OR IRRIGATION. 4. ALL EXISTING STRUCTURES TO BE PROTECTED IN PLACE. 5. ANY SIDEWALK DISTURBANCE SHALL BE REPLACE FROM SCORE LINE TO SCORE LINE TO MEET CITY STANDARD. 6. TRAFFIC CONTROL NOTE: CONTRACTOR SHALL SET UP TEMPORARY TRAFFIC CONTROL PER THE MOST CURRENT CA MUTCD OR WATCH MANUAL (LATEST EDITION), PER CITY PREFERENCE. PROPOSED WORK LEGEND (WH I CHEVER APPLY) SYMBOL/LINETYPE ABBRV. DESCRIPTION PROP. POWER CONDUIT PROP. COMMUNICATION CONDUIT DETAIL INFO PROP. POWER SUPPLY KEY NOTE BORE PIT DIRT / ASPHALT POTHOLE ASPHALT CONC. SIDEWALK REPLACEMENT � P/1/3fQ/0ND DETAIL "A" N.T.S. kC, OL UMBELLA DR (PRIVATE S TREE T) 7sr / X. / 39' 39' IID/P D/ 10'29' 29'10' 2 PS - PED TRENCH SEE DETAIL T" —\ �- E E U DIRT PED 6' SNV -C&G--- -- — — 1 — — — o 15' ss 8,s 23' ss - M ss 0 5+00 o r + q 6+00 gg' o 87' 94' 02 IF - -w w— w b. -w 0 -C&G -_ 1 � N DIRT S/W Al W R/W RNV q DIRT D/W m — ---- ---- —-- ----- --- --- -- — IID A VENUE 6 0 23 R/W - PS CHARTER (A SP AL T Pal VEMENT) TRENCH 1 g1\1 PROP. NEW ALPHA SINGLE PN-4 POWER SUPPLY CABINET PROP. NEW 26"X38" OLT PEDESTAL PROP. 1-3" CHARTER CONDUIT Cn N3 R/W — U DIRT 6' S/W C&G 0 0 0 02 _ w C&G - 0 5' DIRT _ 5' S/W n' — R/W — DIRT rn o REVISION: Q EXISTING STRUCTURES MISC- SYMBOL/LINETYPE ABBRV. DESCRIPTION SYMBOL/LINETYPE DESCRIPTION ® POLE UTILITY POLE I SLC STREET LIGHT CONDUIT 1M MH MANHOLE I E ELECTRIC HH HH HAND HOLE I T TELEPHONE ® PED PEDESTAL I G GAS <D- F/H FIRE HYDRANT SD STORM DRAIN ►� VLV VALVE I SS SANITARY SEWER Q TS TRAFFIC SIGNAL W WATER SL STREET LIGHT I OIL OIL / PETROLEUM ® VENT I FO FIBER OPTIC QQ MTR METER SYMBOL/LINETYPE W OP FOC CURB FACE ----- C&G ----- GUTTER LIP 1 REV# DATE DESCRIPTION INT z W - J CLIENT: Charter COMMUNICATIONS 9260 TOPANGA CANYON BLVD CHATSWORTH, CA 91311 DETAIL "B" N.T.S. t, o o 0 0 00 ABBRV. DESCRIPTION C/L CENTER LINE R/W RIGHT OF WAY EOP EDGE OF PAVEMENT FOC FRONT OF CURB C&G CURB & GUTTER R/R RAILROAD SIDEWALK DRAIN TV CATV TREE BACKFLOW POLE ANCHOR © PARKING METER ADA RAMP STREET SIGN DATE: 10/10/2025 ENGINEER: PROJECT: 5480794 SCALE: ill = 20' E-MAIL: switzerlan.montefrio@vvdcomm.net WORK LOCATION: VIDEO VOICE DATA THOMAS GUIDE: 5590 - Al 7391 Lincoln Way SERVICE ADDRESS: SITE PLAN Garden Grove, CA 92841 714-897-6300 PROP. 1-Y IID CONDUIT KEY NOTES: 1' , OIL B 3 PROP. NEW ALPHA SINGLE PN-4 POWER SUPPLY CABINET IN DIRT. STA 5+87 - 8' BCF. (SEE POWER SUPPLY CABINET DETAIL IN SHEET 2) 4 PROP. NEW 26"X38" CHARTER OLT PEDESTAL IN DIRT. STA 5+94 - 8' BCF. (SEE PEDESTAL DETAIL IN SHEET 2) NOTES: 1. ALL EXISTING STRUCTURES TO BE PROTECTED IN PLACE. 2. RESTORE DISTURBED LANDSCAPING & IRRIGATION IN KIND. 3. NOTIFY PROPERTY OWNER PRIOR TO CONSTRUCTION. ABBRV. DESCRIPTION SCALE: 1 "=20' 0 20' 40' EX EXISTING CIF CURB FACE 81 1 BCF BEHIND CURB FACE CONTACT FCF FROM CURB FACE AT LEAST TWO DAYS CONC CONCRETE BEFORE YOU DIG U/G UNDERGROUND S/W SIDEWALK D/W DRIVEWAY CSW CONC.SIDEWALK UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA VGR VERTICAL GROUND ROD O/H OVERHEAD I TICKET# CITY OF LA QUINTA AVENUE 60 / MADISON ST 80900 AVENUE 60 SHEET LA QUINTA, CA 92253 3 of 4 (E) EXIST. CHARTER HANDHOLE (TO PROTECT IN PLACE) GRADE A, EXISTING ELEVATION (LOOKING N PROPOSED WORK LEGEND WHICHEVER APPLY SYMBOL/LINETYPE ABBRV. DESCRIPTION (E) EXIST. IID PEDESTAL (TO PROTECT IN PLACE) A VENUE 60 ORTH) PROP. POWER CONDUIT PROP. COMMUNICATION CONDUIT DETAIL INFO PROP. POWER SUPPLY KEY NOTE BORE PIT DIRT / ASPHALT POTHOLE ASPHALT CONC. SIDEWALK REPLACEMENT REVISION: REV#I DATE CLIENT: DESCRIPTION I INT Charter COMMUNICATIONS 9260 TOPANGA CANYON BLVD CHATSWORTH, CA 91311 GRADE 26" FRONT nnnn II n II BAT STRING #3 11 II II II PROP. NEW 26"X38" n n nV OLT PEDESTAL I II II II K, I I BAT l STRING #2 11 y I n 2„ I BATIT STRUNG #1 I I I 5' 6 8 30" D1 D1 1 1-3" CHARTER CONDUIT 36' 1-3" CHARTER CONDUIT PROP. NEW ALPHA SINGLE PN-4 POWER SUPPLY CABINET (SEE DETAIL IN SHEET 2) PROPOSED ELEVATION (LOOKING NORTH) 1==XISTIIVG STRUCTURI-S SYMBOL/LINETYPE ABBRV. DESCRIPTION SYMBOL/LINETYPE ® POLE UTILITY POLE SLC 19 MH MANHOLE E Q HH ® HH PED HAND HOLE PEDESTAL T G Z +Q+ F/H FIRE HYDRANT SD W VLV VALVE SS `J © TS TRAFFIC SIGNAL W W SL STREET LIGHT OIL VENT FO J MTR METER TV TREE POLE ANCHOR 0- STREET SIGN DATE: 10/10/2025 SCALE: N.T.S. E-MAIL: switzerlan.montefrio@vvdcomm.net THOMAS GUIDE: 5590 - Al ELEVATIONS (Al) (E) EXIST. CHARTER HANDHOLE (TO PROTECT IN PLACE) DESCRIPTION STREET LIGHT CONDUIT ELECTRIC TELEPHONE GAS STORM DRAIN SANITARY SEWER WATER OIL / PETROLEUM FIBER OPTIC CATV BACKFLOW PARKING METER (E) EXIST. IID PEDESTAL (TO PROTECT IN PLACE) AVENUE 60 54 M ISC_ SYMBOL/LINETYPE ABBRV. DESCRIPTION q C/L CENTER LINE R/W R/W RIGHT OF WAY EOP EOP EDGE OF PAVEMENT FOC FOC FRONT OF CURB CURB FACE --- C&G ---- GUTTER LIP 1 C&G CURB & GUTTER R/R RAILROAD SIDEWALK DRAIN ADA RAMP NGINEER: 15 VIDEO VOICE DATA 7391 Lincoln Way Garden Grove, CA 92841 714-897-6300 PROJECT: 5480794 WORK LOCATION: SERVICE ADDRESS: 1-3" IID CONDUIT ABBRV. DESCRIPTION EX EXISTING CF CURB FACE CONTACT 81 1 BCF BEHIND CURB FACE FCF FROM CURB FACE AT LEAST TWO DAYS CONIC CONCRETE BEFORE YOU DIG U/G UNDERGROUND S/W SIDEWALK D/W DRIVEWAY Csw CONC.SIDEWALK UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA VGR VERTICAL GROUND ROD O/H OVERHEAD TICKET# CITY OF LA QUINTA AVENUE 60 / MADISON ST 80900 AVENUE 60 SHEET LA QU I NTA, CA 92253 4 OF 4 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC2025-0018 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. 1. 2. a Q 31 7. PERMIT NO. ENC2025-0018 For Charter TWC-Z10-5480798 / Trench to Place New Conduit, New Vault, New Power Supply Cabinet, & 2 New Pedestals / TM 32201; Ave 60 West of Madison St 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 Video Voice Data Communications, 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 proposed work to be installed within the R/W only. 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. ENC2025-0018 For Charter TWC-Z10-5480798 / Trench to Place New Conduit, New Vault, New Power Supply Cabinet, & 2 New Pedestals / TM 32201; Ave 60 West of Madison St 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. ENC2025-0018 For Charter TWC-Z10-5480798 / Trench to Place New Conduit, New Vault, New Power Supply Cabinet, & 2 New Pedestals / TM 32201; Ave 60 West of Madison St 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. ENC2025-0018 For Charter TWC-Z10-5480798 / Trench to Place New Conduit, New Vault, New Power Supply Cabinet, & 2 New Pedestals / TM 32201; Ave 60 West of Madison St 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. ENC2025-0018 For Charter TWC-Z10-5480798 / Trench to Place New Conduit, New Vault, New Power Supply Cabinet, & 2 New Pedestals / TM 32201; Ave 60 West of Madison St 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 -----'N VIDEO VOIC ADI/ ACORO CERTIFICATE OF LIABILITY INSURANCE FDATE (MM/DD/YYYY) 11 /27/2024 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 riahts to the certificate holder in lieu of such endorsement(s). PRODUCER NAMt--- HUB International Insurance Services Inc. PHONE FAX (A/c, No, Et): (949) 553-9800 (A/c, No): 4695 MacArthur Court Suite #600 ADDRESS: Newport Beach, CA 92660 INSURED INSURER B : Travelers Property Casualty Company of America 25674 Video Voice Data Communications INSURERC: 7391 Lincoln Way INSURERD: Garden Grove, CA 92841 INSURER E INSURER F : 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 TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD MM/DD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR CI 3751162 X 11/30/2024 11/30/2025 DAMAGETORENTED PREMISES Ea occurrence 300,000 $ MED EXP (Any oneperson) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000'OOO GEN'L AGGREGATE LIMIT APPLIES PER: POLICY � PE0 LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ OTHER: A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident)- 1,000,000 $ X BODILY INJURY Perperson) $ ANY AUTO CAP 3751163 11/30/2024 11/30/2025 BODILY INJURY Per accident $ OWNED SCHEDULED AUTOS ONLY AUTOS P OPER-ent AMAGE $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY $ B UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 3,000,000 X AGGREGATE $ 3,000,000 EXCESS LIAB CLAIMS -MADE CUP-4X901500-24-NF 11/30/2024 11/30/2025 DIED I X I RETENTION $ 10,000 $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/❑ FMand tory in NH) EXCLUDED? N / A X WC3751164 11/30/2024 11/30/2025 X PER OTH- STATUTE ER 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 / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: All operations performed by the Named Insured during the current policy period. glaip/wcwv The City of La Quinta is included as Additional Insured as respects General Liability per attached endorsement. This insurance shall apply as Primary and Non -Contributory per attached endorsement. Waiver of Subrogation for Workers' Compensation: See Attached Endorsement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of La Quinta Y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 78-495 Calle Tampico La Quinta, CA 92253 AUTHORIZEDREPRESENTATIVE s�Gfvd�GldL- ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: VIDEO VOIC LOC #: 1 ADIAZ3 ACORD ADDITIONAL REMARKS SCHEDULE AGENCY HUB International Insurance Services Inc. POLICY NUMBER SEE PAGE 1 CARRIER SEE PAGE 1 kDDITIONAL REMARKS NAMED INSURED Video Voice Data Communications 7391 Lincoln Way Garden Grove, CA 92841 NAIC CODE 3EE P 1 EFFECTIVE DATE: THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance Page 1 of 1 Cancellation: *Except for 10 days notice of cancellation for non payment of premium. *Should this policy be cancelled before the expiration date, HUB International Insurance Services, Inc. will mail 30 (thirty) days written notice to those Certificate Holders which require such action per contract or agreement.* ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER: CLP 3751162 X CONTRAGTURS AUTOMATIC ADDITIONAL INSURED COVERAGE— CDIVPLETW OPERATIONS SECTION II — WHO IS AN INSURED is amended to include as an additional insured any person or organization who is required by written contract to be an additional insured on your policy for completed operations, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the project designated in the contract, performed for that additional insured and included in the "products -completed operations hazard". This insurance is excess of all other insurance available to the additional insured, whether primary, excess, contingent or on any other basis, unless the written contract requires this insurance to be primary. In that event, this insurance will be primary relative to insurance policy(s) which designate the additional insured as a Named Insured in the Declarations and we will not require contribution from such insurance if the written contract also requires that this insurance be non-contributory. But with respect to all other insurance under which the additional insured qualifies as an insured or additional insured, this insurance will be excess. Y. ADDRIONAL INSURED— ENGINEERS, ARCHTECTS OR SURVEYORS SECTION II — WHO IS AN INSURED is amended to include as an additional insured any architect, engineer or surveyor who is required by written contract to be an additional insured on your policy, but 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 performed by you or on your behalf. This includes such architect, engineer or surveyor, who may not be engaged by you, but is contractually required to be added as an additional insured to your policy. 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 the failure to render any professional services, including: 1. The preparing, approving, or failing to prepare or approve maps, drawings, opinions, reports, surveys, change orders, designs or specifications; or 2 Supervisory, inspection or engineering services. This insurance is excess of all other insurance available to the additional insured, whether primary, excess, contingent or on any other basis, unless the written contract requires this insurance to be primary. In that event, this insurance will be primary relative to insurance policy(s) which designate the additional insured as a Named Insured in the Declarations and we will not require contribution from such insurance if the written contract also requires that this insurance be non-contributory. But with respect to all other insurance under which the additional insured qualifies as an insured or additional insured, this insurance will be excess. GL-3084 (10/19) -15- BITCO GENERAL INSURANCE CORPORATION BITCO NATIONAL INSURANCE COMPANY WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE 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 WHEN REQUIRED BY WRITTEN CONTRACT. The premium charge for this endorsement is $ Named Insured VIDEO VOICE DATA COMMUNICATIONS Policy Number Endorsement No. 000 WC 3751164 Policy Period to Endorsement Effective Date: 11 / 3 0 / 2 4 11 / 3 0 / 2 5 11 / 3 0 / 2 4 Producer's Name: HUB INTERNATIONAL INSURANCE SERVICES INC Producer Number: 0006686 AUTHORIZED REPRESENTATIVE DATE WC 99 03 15 (09/21) POLICY NUMBER: CLP 3751162 is deleted and replaced with the following: With respect to the conduct of any past or present joint venture or partnership not shown as a Named Insured in the Declarations and of which you are or were a partner or member, you are an insured, but only with respect to liability arising out of "your work" on behalf of any partnership or joint venture not shown as a Named Insured in the Declarations, provided no other similar liability insurance is available to you for "your work" in connection with your interest in such partnership or joint venture. B. CONTRACTORS AUTOMATIC ADDITIONAL INSURED COVERAGE— ONGOING OPERATIONS SECTION II — WHO IS AN INSURED is amended to include as an additional insured any person or organization who is required by written contract to be an additional insured on your policy, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the project(s) designated in the written contract. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: Al work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. This insurance is excess of all other insurance available to the additional insured, whether primary, excess, contingent or on any other basis, unless the written contract requires this insurance to be primary. In that event, this insurance will be primary relative to insurance policy(s) which designate the additional insured as a Named Insured in the Declarations and we will not require contribution from such insurance if the written contract also requires that this insurance be non-contributory. But with respect to all other insurance under which the additional insured qualifies as an insured or additional insured, this insurance will be excess. C. AUTOMATIC WAIVER OF SUBROGATION Item 8. of SECTION IV - COMI ERCIAL GENERAL LIABILITY CONDITIONS, is deleted and replaced with the following: 8. Transfer of Rights of Recovery Against Others to Us and Automatic Waiver of Subrogation. a. If the insured has rights to recover all or part of any payment we have made under this Coverage Form, those rights are transferred to us. The insured must do nothing after loss to impair those rights. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce them. b. If required by a written contract executed prior to loss, we waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of "your work" for that person or organization. GL-3084 (10/19) -2-