HomeMy WebLinkAboutLD23-4279Permit Number: LD23-4279 LD - Utilities/ Excavation - Street Crossing Issued: 08/31/2023 Expired: 05/29/2024 Job Address: 40810 County Center Dr Legal Description: City of Temecula - Land Development Division 41000 Main Street - Temecula, CA 92590 Mailing Address: P.O. Box 9033 Temecula, CA 92589-9033 Phone: (951) 308-6395 Fax: (951) 694-6475 Crown Castle 200 Spectrum Center Drive, 1800 Irvine, CA 92618 (619) 634-8562 Applicant: Vci Construction, Llc 1921 W 11Th St Upland, CA 91786 (909) 949-1350 Contractor: Utility Work Order Number: 641-364048-S01-TMC Description: Crowne Castle 641-364048-S01 WORK HOURS SHALL BE SUNDAY – THURSDAY, NO HOLIDAYS, 9:00pm – 5:00am Location: Ynez Rd & County Center Dr Proposed work: Excavation for the installation of two (2) pullboxes behind concrete sidewalk in dirt/grass per Crown Castle "EXCAVATION PLAN YNEZ RD & COUNTY CENTER DR, LD23-4279" All facilities shall be installed in accordance with City Standard Drawing 117. Traffic Control shall be in accordance with approved Traffic Control Plan LD23-4279 Permittee shall comply with all applicable Traffic Control General Notes. Safe pedestrian/bicycle traffic and driveway access shall be maintained at all times. Concrete repair shall be in accordance with City Standards and the Greenbook. Trench repair shall be in accordance with City Standard Drawing 407. Final compaction test results shall be provided by a soils engineer. Concrete curbs, walks, gutters, cross gutters and driveway approaches damaged during construction shall be removed from joint to joint and reconstructed in accordance with City Standards and the Greenbook. All disturbed landscaping and other improvements shall be removed/repaired and replaced to the satisfaction of Public Works Inspector. Permittee shall contact LDInspections@temeculaca.gov a minimum of two (2) business days prior to any work. Page 1 of 3*****See Page 2 of this Permit for Permittee Responsibilities***** Permit Number: LD23-4279 LD - Utilities/ Excavation - Street Crossing Permittee must also request a final inspection, via LDInspections@temeculaca.gov, to verify completion of project. Permittee Responsibilities This Permittee 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. Trench repair shall be pursuant to City of Temecula Standard Drawing No. 407. 3.Traffic control devices shall be utilized to protect and control pedestrian and vehicular traffic in the construction area in accordance with the latest revision of the “Manual of Uniform Traffic Control Devices for Streets and Highways” (MUTCD). The contractor shall submit a specific traffic control plan for review and approval by the City in accordance with City “Traffic Control Plan Guidelines” for all work within Major Circulation Element streets. 2.BEFORE YOU DIG - CALL (TOLL FREE) 800-422-4133 A pre-construction meeting is required two (2) business days prior to any scheduled work. Permittee shall contact LDInspections@TemeculaCA.gov to schedule a meeting. 1. 4. Water Quality: Contractor shall remain in compliance with the City Water Pollution Control Ordinance. Contractor is required to provide protection of the City storm drain system. 5. Work hours shall be limited between 7:30 AM and 4:30 PM, Monday through Friday, unless otherwise noted. No work shall be allowed during City-recognized holidays." 6. THIS PERMIT IS ISSUED AND ACCEPTED SUBJECT TO THE FOLLOWING CONDITIONS AND ANY ATTACHED PROVISIONS: All U.S.A. mark outs shall be removed prior to completion of project.7. 8.All contractors and subcontractors shall have a valid City of Temecula business license and valid Certificate of Liability prior to start of work. 9.Should there be any claim against the City and the property owner with the encroachment being the proximate cause, the property owner shall be notified in writing to remove the encroachment within 30 days or the City will remove and bill the owner. 10.Permission is hereby requested to encroach into public right of way to perform work as set forth above. It is understood that this permit is limited to the work described herein and that all work is to be done in compliance with the provisions attached to this permit and with all other applicable rules. Permittee shall be responsible for said compliance, for acceptability of the work, for repair or replacement thereof if defective, and for repair or replacement of any existing improvement damaged by the doing of the work I hereby certify and agree on behalf of the Permittee that all laws, regulations and ordinances of the City of Temecula and the State of California and the terms and conditions of the Permit shall be complied with whether herein stated or not. 11. 12.I hereby warrant and represent to the City that I am authorized to execute this Permit Application on behalf of the Permittee and bind the Permittee to the agreements contained herein and any conditions of the Permit. ******Contractor and all subcontractors shall be present at the pre-construction meeting; otherwise, the meeting will be rescheduled to a later date****** Any work commencing within the City right-of-way before permit issuance or a pre-construction meeting shall be subject to a 72-Hour suspension of said work and an assessment of double permit fees.13. Permitee Date Page 2 of 3 Permit Number: LD23-4279 LD - Utilities/ Excavation - Street Crossing City Engineer or Authorized Representative Date 08/31/2023 Page 3 of 3 BORE PITS (PAVEMENT) DIRT CUT S/W R&R BORE ASPHALT CUT POTHOLES (PAVEMENT) 503 0 4 205 1 4 TOTAL EXCAVATION: LF LF LF SF 507' CITY of TEMECULA PHONE NO. 8-1-1 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT IT'S THE LAW ! PLACE (INSTALL NEW) POTHOLE ASPHALT BORE PIT DIRT / ASPHALT PROPOSED UNDERGROUND ENCLOSURE (SEE DETAIL) PROPOSED WORK PROPOSED TRENCH BP PH PL SIDEWALK RAILROAD TREE R/R S/W LE G E N D FOC R/W EDGE OF PAVEMENT BEHIND CURB FACE UNDERGROUND CENTER LINE CONCRETE RIGHT OF WAY FRONT OF CURB EXISTING FROM CURB FACE CL EOP BCF U/G CONC EX FCF EOP C/L R/W FOC MISC. SYMBOL/LINETYPE DESCRIPTIONABBRV. CONDUIT COUNT DISTANCE CONDUIT SIZECONDUIT DATA BLOCK ' "x X X ASPHALT RESURFACE PH BP TRAFFIC SIGNAL HAND HOLE FIRE HYDRANT STREET LIGHT MANHOLE VALVE PEDESTAL EXISTING STRUCTURES UTILITY POLE SYMBOL/LINETYPE DESCRIPTIONABBRV. HH F/H MH VLV PED SL TS W G SS SLC SD E T ELECTRIC TELEPHONE GAS STORM DRAIN SANITARY SEWER WATER CATVTV STREET LIGHT CONDUIT SYMBOL/LINETYPE DESCRIPTION DESCRIPTIONABBRV. 1"2"3"4"5"6"7"8"9"10"11"12"13"14"15"16"17"18" SYMBOL/LINETYPE DESCRIPTIONABBRV. PROPOSED BORE 19"20" C&G CURB & GUTTERC&G VENT METERM / DRIVEWAYD/W CONCRETE REPLACEMENT EXPOSE UTILITYEU CURB FACE GUTTER LIP POLE MTR HDD SETBACK R&R - REMOVE & REPLACER&R CONC. FLAGCOUNT## x # // PL O T T E D : 8/ 1 4 / 2 3 B Y : JA M E A L I S A M Tel. 951-808-9501 Fax. 951-808-9518 DESIGNED BY...... www.KBeng.net Ste. 200, Corona, CA 92879290 Corporate Terrace Circle PBXX EXCAVATION PLAN CITY OF TEMECULA 641-364048-S01-TMC YNEZ RD. & COUNTY CENTER DR. VICINITY MAP JOB SITE CONTRACTOR NOTICE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS. SINCE THE ACTUAL LOCATION AND NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN, THE CONTRACTOR IS REQUIRED TO VERIFY THE INFORMATION THROUGH UNDERGROUND SERVICE ALERT (USA) OR BY CONTACTING THE UTILITY COMPANIES DIRECTLY, PRIOR TO EXCAVATION. NOTE: RIVERSIDE TRANSIT AGENCY (RTA) BUS STOP IMPACTED. NOTIFICATION IS REQUIRED AT (951) 565-5062 AT LEAST 36 HOURS PRIOR TO CONSTRUCTION AND MUST BE ACKNOWLEDGED BY RTA DISPATCH. YNEZ RD. & COUNTY CENTER DR. INSTALLATION OF FIBER OPTIC CONDUIT (ACCEL WIRELESS) CROWN CASTLE FIBER LLC AIMING SIGHT LAUNCH CRADLE PIERCING TOOLBORE PIT MISSILE BORE DETAIL LONGITUDINAL HDD METHOD 30' SETBACK 3'X6' BORE PIT 2'X2' BORE PIT CONDUITDRILL PIPE KB2020 16'-11" NTS CROWN CASTLE # ENT364048CA-IEUFK01-TMC 24"X36"X24" POLYMER CONCRETE BOX & COVER ASSEMBLY MODEL NO. A6001974TAPCX24 SCALE N.T.S. 20K POLYMER CONCRETE COVER 24" 35 5/8" 3" LIFTING BOLT 2 EACH SIDE WALL OPEN BASE POLYMER CONCRETE BOX POLYMER CONCRETE COVER BOLTDOWN (4X) NON-SKID SURFACE LIFT PIN (2X) ARMORCAST LOGO STD. MARKING 20K END VIEW 26 1/4" 24" SIDE VIEW 38 1/8" PLAN VIEW 24 1/4" CITY REFERENCE # LD23-4279 CITY OF TEMECULA 1. THE CITY ENGINEER OR THEIR REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY. 2. BEFORE YOU DIG – CALL (TOLL FREE) (800)422-4133 3. WHERE THERE IS CONFLICT WITH THE PERMIT LANGUAGE AND APPROVED PLANS, THE APPROVED PLANS SHALL GOVERN. 4. TRENCH REPAIR SHALL BE IN ACCORDANCE WITH CITY STANDARD DRAWING 407. 5. ALL FACILITIES SHALL BE INSTALLED IN ACCORDANCE WITH CITY STANDARD DRAWING 117. 6. CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS AND DRIVEWAY APPROACHES DAMAGED DURING CONSTRUCTION SHALL BE REMOVED FROM JOINT TO JOINT AND RECONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS AND THE GREENBOOK. 7. ALL DISTURBED LANDSCAPING AND OTHER IMPROVEMENTS SHALL BE REMOVED OR REPAIRED AND REPLACED TO THE SATISFACTION OF PUBLIC WORKS. 8. ACCESS RAMPS SHALL BE REMOVED JOINT TO JOINT AND RECONSTRUCTED IN ACCORDANCE WITH CITY STANDARD DRAWING 402 AND MEET CURRENT ADA STANDARDS. 9. ANY SURVEY MONUMENTS DAMAGED OR DESTROYED SHALL BE RESET PER CITY STANDARDS BY A QUALIFIED PROFESSIONAL PURSUANT TO THE CALIFORNIA BUSINESS AND PROFESSIONS CODE SECTION 8771. 10. FINAL COMPACTION TEST RESULTS SHALL BE PROVIDED BY A SOILS ENGINEER. 11. A PRE-CONSTRUCTION MEETING IS REQUIRED TWO (2) BUSINESS DAYS PRIOR TO ANY SCHEDULED WORK. PERMITTEE SHALL CONTACT LDINSPECTIONS@TEMECULACA.GOV TO SCHEDULE A MEETING. 12. ALL U.S.A. MARK OUTS SHALL BE REMOVED PRIOR TO COMPLETION OF PROJECT. 13. A FINAL INSPECTION IS REQUIRED FOR ALL PROJECTS. PERMITTEE MUST CONTACT LDINSPECTIONS@TEMECULACA.GOV TO VERIFY COMPLETION OF PROJECT. 14. STANDARD INSPECTION REQUEST SHALL INCLUDE: ➢ PERMIT NUMBER: ➢ INSPECTION DATE: ➢ INSPECTION TYPE: ➢ PROJECT: ➢ ON-SITE LOCATION: ➢ REQUESTOR NAME: ➢ REQUESTOR COMPANY: ➢ CONTACT NUMBER: LAND DEVELOPMENT - UTILITY PLAN GENERAL NOTES CLEARED BY CITY OF TEMECULA PUBLIC WORKS Tricia.ortega 08/18/2023 08/18/2023 08/18/2023 08/18/20 CL CL CL CL W W W W E E E E SD SD W W W W W W W W G G G SS SS SS R / W R/ W R / W R / W R / W R / W R / W R / W R / W E E E E E E E E E W W W W W W W W W S S W W W W W W W W W TC T C T C T C T C T C T C T C T C R/W R/W R/W R/W E 1+00 0+00 100' 50' 50'38' 12' 12' 38' S / W S / W 20'30'50' SCALE: 1" = 30'NN S/D R / W BP CL CL CL CL CL CL CL CL CL CL SS S S S S S S S S S S S S S S T T T T T T T T G G G G G G G G R / W R / W R / W R / W R / W R / W CL CL T D / W M M M W 4 + 0 0 3 + 0 0 2 + 0 0 1 + 0 0 0 + 0 0 7 8 ' 3 9 ' 3 9 ' 1 1 ' 2 8 ' 2 8 ' 1 1 ' 6 ' 1 3 ' 2 0 ' PLACE 24" x 36" CROWN CASTLE FIBER PULLBOX IN GRASS. STA 0+74 - 3' BCF PB 1 PLACE 24" x 36" CROWN CASTLE FIBER PULLBOX IN GRASS. STA 3+89 - 8' BCFPB 2 STUB @ R/W STA 3+89 12'38'38'12'50'50' 100' F O FO T T T TC T C LOCATE & INTERCEPT EX. CROWN CASTLE CONDUIT IN PAVEMENT. STA 1+25 - 3' FCF 3 7 ' " ' 1 166 1¼ INTERCEPT - PB1 " ' 1 337 1¼ PB1 - PB2 C & G C & G R / W C & G S / W C & G S / W G R A S S 9 ' 2 ' " ' 1 4 1¼ PB2 - R/W DIRT TRENCH 48' 44' 40' 32' 18'6'23' 24' 1 8 ' 2 5 ' 1 4 ' 6 ' 3 5 ' 36 SF1 C C BP E C C BORE46' BORE50' 1' BP 61 SF1 36 SF1 HDD BORE220' BORE30' BORE87' SETBACK SEE HDD DETAIL (SHT.1) EU 42 SF1EU PH PH EU BORE58' 41' 3' 9' BP BP BP EU C&G S/W GRASS GRASS C&G BORE12' 30 SF1 E EU PHONE NO. 8-1-1 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT IT'S THE LAW ! PLACE (INSTALL NEW) POTHOLE ASPHALT BORE PIT DIRT / ASPHALT PROPOSED UNDERGROUND ENCLOSURE (SEE DETAIL) PROPOSED WORK PROPOSED TRENCH BP PH PL SIDEWALK RAILROAD TREE R/R S/W LE G E N D FOC R/W EDGE OF PAVEMENT BEHIND CURB FACE UNDERGROUND CENTER LINE CONCRETE RIGHT OF WAY FRONT OF CURB EXISTING FROM CURB FACE CL EOP BCF U/G CONC EX FCF EOP C/L R/W FOC MISC. SYMBOL/LINETYPE DESCRIPTIONABBRV. CONDUIT COUNT DISTANCE CONDUIT SIZECONDUIT DATA BLOCK ' "x X X ASPHALT RESURFACE PH BP TRAFFIC SIGNAL HAND HOLE FIRE HYDRANT STREET LIGHT MANHOLE VALVE PEDESTAL EXISTING STRUCTURES UTILITY POLE SYMBOL/LINETYPE DESCRIPTIONABBRV. HH F/H MH VLV PED SL TS W G SS SLC SD E T ELECTRIC TELEPHONE GAS STORM DRAIN SANITARY SEWER WATER CATVTV STREET LIGHT CONDUIT SYMBOL/LINETYPE DESCRIPTION DESCRIPTIONABBRV. 1"2"3"4"5"6"7"8"9"10"11"12"13"14"15"16"17"18" SYMBOL/LINETYPE DESCRIPTIONABBRV. PROPOSED BORE 19"20" C&G CURB & GUTTERC&G VENT METERM / DRIVEWAYD/W CONCRETE REPLACEMENT EXPOSE UTILITYEU CURB FACE GUTTER LIP POLE MTR HDD SETBACK R&R - REMOVE & REPLACER&R CONC. FLAGCOUNT## x # // PL O T T E D : 8/ 1 4 / 2 3 B Y : JA M E A L I S A M Tel. 951-808-9501 Fax. 951-808-9518 DESIGNED BY...... www.KBeng.net Ste. 200, Corona, CA 92879290 Corporate Terrace Circle PBXX EXCAVATION PLAN CITY OF TEMECULA 641-364048-S01-TMC YNEZ RD. & COUNTY CENTER DR. CROWN CASTLE # ENT364048CA-IEUFK01-TMC SUNDAY - THURSDAY WORK HOURS 9:00PM - 5:00AM CITY REFERENCE # LD23-4279 D / W G R A S S S I D E W A L K 4545 5 4 0 ' M E R G I N G T A P E R AROUND WORK AREA 1 0 0 ' M I N G A P 1 0 0 ' T A N G E N T (W12-1) MUST R3-7(RT) TURN RIGHT RIGHT LANE R3-7(RT) S I D E W A L K P A I N T E D M E D I A N D / W NB FWY S I D E W A L K S I D E W A L K S I D E W A L K G R A S S P A I N T E D M E D I A N 1 8 0 ' B I K E T A P E R CLOSED BIKE LANE C30(CA) (BIKE) CLOSED BIKE LANE C30(CA) (BIKE) 19'12' Y N E Z R D 4 5 M P H (R3-4) 11' 10' 12' 18' 11' 12' 18'P A I N T E D M E D I A N 12'13'12'12'9' MUST R3-7(RT) TURN RIGHT RIGHT LANE COUN T Y C E N T E R D R 35 MP H D / W GR A S S G R A S S S I D E W A L K S I D E W A L K G R A S S 4545 4545 BI K E L A N E B I K E L A N E B I K E L A N E B I K E L A N E B I K E L A N E BI K E L A N E SI D E W A L K GR A S S G R A S S S I D E W A L K G R A S S PA I N T E D M E D I A N P A I N T E D M E D I A N D/ W PAINT E D M E D I A N GRASS D/W D/W SIDEW A L K SIDEW A L K BUS S T O P GRASS SIDEW A L K 250' BUFFE R S P A C E 123' SHIFT I N G TAPER 50' TANG E N T 50' DOWN STREA M 5 0 ' T A N G E N T 5 0 ' D O W N S T R E A M ROAD WORK END (G20-2) 35 0 ' 11' MIN CLOSED LANE C30 (CA) CLOSED LANE C30 (CA) WARNING DEVICE HIGH LEVEL CLOSED BIKE LANE C30(CA) (BIKE) CLOSED BIKE LANE C30(CA) (BIKE) 35 0 ' ROAD AHEAD (W20-1) WORK SIDEWALK CLOSED CROSS HERE R9-11(RT) AHEAD SIDEWALK CLOSED CROSS HERE R9-11(LT) AHEAD TEMP O R A R Y N O P A R K I N G (BOTH S I D E S ) SIDEWALK CLOSED (R9-9) Y N E Z R D 4 5 M P H YNEZ RD 45 MPH 90' EQ U I T Y D R . NO T P O S T E D 56 ' SIDEWAL K 1 2 ' M I N SIDEWALK CLOSED (R9-9) FLAGGER TO DIRECT AND ASSIST PEDESTRIANS AROUND WORK AREA WORK AREA: POTHOLES WORK AREA: POTHOLES & BORE PITS WORK AREA: POTHOLES & BORE PITS SIDEWALK CLOSED CROSS HERE R9-11(RT) AHEAD SIDEWALK CLOSED (R9-9) WORK AREA: EX. VAULT (R9-3) (R9-3) SIDEWALK CLOSED (R9-9) SIDEWALK CLOSED (R9-9) WORK AREA: POTHOLES NOTE: FLAGGER TO DIRECT AND ASSIST PEDESTRIANS AROUND (R9-3) 1 0 0 ' T A N G E N T NOTE: MAINTAIN 4' MIN. PEDESTRIAN CROSSWALK AT ALL TIMES. COORDINATE WITH THE CITY OF TEMECULA PUBLIC WORKS DEPARTMENT TO PLACE THE SIGNALIZED INTERSECTION ON FLASH OPERATION (W12-1) MUST R3-7(RT) TURN RIGHT RIGHT LANE D/W D/W SIDEW A L K GRA S S GRA S S SIDE W A L K ROAD AHEAD (W20-1) WORK 250' NARROW LANE C12 (CA) 250' NARROWS ROAD (W5-1) 250' ROAD WORK END (G20-2) 250' 5 4 ' 12' MIN SI D E W A L K SID E W A L K (R4-7a) RIGHT KEEP (R4-7a) RIGHT KEEP (W12-1) 13' MIN (R3-4) PAIN T E D M E D I A N 12'9' 1 0 ' 1 1 ' 1 3 ' 1 2 ' 1 0 ' 5' 4' 10'12'13'12'16' 5' 2 0 ' 1 4 ' 2 0 ' MUST R3-7(RT) TURN RIGHT RIGHT LANE PHASE 1 30'60'50' SCALE: 1" = 50' NN VICINITY MAP JOB SITE CITY of TEMECULA TRAFFIC CONTROL LEGEND FLASHING ARROW BOARD WARNING DEVICE HIGH LEVEL WORK AREA HIGH LEVEL WARNING DEVICE SIGN (SHOWN FACING LEFT) TYPE II BARRICADE FLAGMAN SIGNALIZED INTERSECTION TYPE III BARRICADE D/W = DRIVEWAY 36" POST TUBE DELINEATOR (NO CONES) YNEZ RD. & COUNTY CENTER DR. TEMPORARY TRAFFIC CONTROL PLAN (ACCEL WIRELESS) CROWN CASTLE FIBER LLC 1.All traffic control devices shall conform to the latest edition of the California Manual on Uniform Traffic Control Devices (California MUTCD) and the Standard Specifications for Public Works Construction. 2.The City Engineer or his representative has the authority to initiate field changes to assure public safety. 3.All traffic control devices shall be removed from view when not in use. 4.Work hours shall be restricted to the period between 8:30 a.m. and 3:30 p.m., Monday through Friday, unless approved otherwise. When night work is required, work hours shall be 9 p.m. to 5 a.m., Sunday through Thursday. 5.Trenches must be back filled or plated during non-working hours. Steel plates shall have asphaltic concrete berm on all edges. All dirt, dust, and debris shall be removed from street at end of each day and at the end of the job. The street shall be in drivable condition at all times. 6.Pedestrian controls shall be provided as shown on the plans. 7.Temporary "NO PARKING" signs will be posted 24 hours prior to commencing work. 8.Access to driveways will be maintained at all times unless other arrangements are made. 9.The contractor shall replace within 72 hours, all traffic signal loop detectors damaged during construction. 10.The contractor shall replace within 24 hours, all striping removed or damaged by construction work. (Striping may be replaced temporarily with tape.) 11.All Workers shall be equipped with an orange vest (or a reflective vest at night). All flaggers shall also be equipped with a hard hat, C28 "Stop/Slow" paddle and shall be trained in the proper fundamentals of flagging traffic. 12.Any work that disturbs normal traffic signal operations shall be coordinated with the City of Temecula’s Traffic Division, 48 hours prior to beginning construction. Contact the City’s Traffic Division at (951) 694 -6411. 13.The contractor shall maintain all traffic control devices 24 hours per day and 7 days per week. 14.A minimum of twelve (12) foot travel lanes must be maintained unless otherwise approved by the Department of Public Works. 15.All night work will require written approval from the Department of Public Works. Lane closures, road detours, road closures, and traffic signal modifications associated with overnight construction activities will require warning signs be placed at least one week in advance of starting construction. 16.A solar powered flashing arrow board shall be required on all arterial street lane closures. 17.If the permit applicant determines that conduit installation will be by the boring machine method, the trench patch for the utility observation excavation will be the same as for open trench excavation method. This will provide a single continuous surface restoration eliminating the multiple penetration into the public roadway to all requirements in City Standard Drawing # 407 (sheet 1 and 2) for trench patch. 18.Any work that creates an undue safety risk or creates severe congestion may be shut down by City Traffic Engineers, City Field Inspection, or the Police Department. 19.Cones and delineators shall have reflectorized sleeves for night work. 20.If parking is allowed in advance warning area, advance warning signs shall be mounted on high level devices. REVISED ON 08/26/2020 City of Temecula Traffic Control General Notes SUNDAY - THURSDAY WORK HOURS 9:00 P.M. - 5:00 P.M. PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULA 1 4 ENGINEER'S INFORMATIONENGINEER'S SEAL TRAFFIC CONTROL PLANS 641-364048-S01-TMC YNEZ RD. & COUNTY CENTER DR. PERMIT NO. LD23-4279 CONTRACTOR: RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. PHONE NO. 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT IT'S THE LAW ! UNDER THE SUPERVISION OF: DATEGIL ZULUETA MENDOZA E-MAIL: GIL@GZMASSOCIATES.COM Ph 951.286.9520 FAX 815.425.8582 GIL ZULUETA MENDOZA ASSOC., INC. 290 CORPORATE TERRACE CIRCLE, SUITE 101 CORONA, CA 92879 R.C.E. #C53454 (EXP. 07/26/2025) Tel. 951-808-9501Fax. 951-808-9518 DESIGNED BY...... www.KBeng.net Ste. 200, Corona, CA 92879290 Corporate Terrace Circle DURATION: PHASE 1 (2) DAYS SCOPE OF WORK PLACEMENT OF FIBER OPTIC CABLE BY BORING METHOD NICOLAS M. MINICILLI TRAFFIC ENGINEER 264708/16/2023 8/21/23 8/21/23 Y N E Z R D 4 5 M P H P A I N T E D M E D I A N D / W D / W NB FWY S I D E W A L K S I D E W A L K G R A S S S I D E W A L K S I D E W A L K S I D E W A L K G R A S S G R A S S S I D E W A L K P A I N T E D M E D I A N P A I N T E D M E D I A N S I D E W A L K 4545 4545 B I K E L A N E S I D E W A L K G R A S S 5 4 0 ' M E R G I N G T A P E R CLOSED LANE C30 (CA) CLOSED LANE C30 (CA) ROAD AHEAD (W20-1) WORK 250' ROAD WORK END (G20-2) 250' 5 6 ' SIDEW A L K SIDEW A L K ROAD AHEAD (W20-1) WORK 3 5 0 ' C20(MOD) LANE AHEAD CLOSED LEFT 3 5 0 ' 3 5 0 ' ROAD WORK END (G20-2) 3 5 0 ' 79' S I D E W A L K B I K E L A N E 1 6 ' M I N (R4-7aR) RIGHT KEEP C O U N T Y C E N T E R D R 3 5 M P H NOTE: MAINTAIN 4' MIN. PEDESTRIAN CROSSWALK AT ALL TIMES. 5' 4' 10'12'13'12'16' 5' 1 9 ' 1 4 ' 2 1 ' 19' 12' 13' 7'5'12' 4'5' 11' 10' 12' 13' 13' 12' 5' W4-2(LT) ONLY (R3-5R) ONLY (R3-5R) SI D E W A L K GR A S S G R A S S S I D E W A L K 4545 BI K E L A N E B I K E L A N E BI K E L A N E SI D E W A L K GR A S S G R A S S S I D E W A L K P A I N T E D M E D I A N D / W 5 0 ' T A N G E N T 5 0 ' D O W N S T R E A M ROAD WORK END (G20-2) 35 0 ' CLOSED LANE C30 (CA) 77' ROAD AHEAD (W20-1) WORK 35 0 ' Y N E Z R D 4 5 M P H 1 6 ' M I N WORK AREA: POTHOLES (R4-7aR) RIGHT KEEP 5' 4'10'12'13'12'16' 5' ONLY (R3-5R) PHASE 2 30'60'50' SCALE: 1" = 50' NN YNE Z R D 45 M P H S I D E W A L K P A I N T E D M E D I A N NB FWY S I D E W A L K R A I S E D M E D I A N WIN C H E S T E R R O A D 40 M P H ROAD AHEAD (W20-1) WORK 250 ' ROAD WORK END (G20-2)250 ' 1 8 0 ' B I K E T A P E R ROAD AHEAD (W20-1) WORK 250 ' ROAD WORK END (G20-2) 250 ' ROAD AHEAD (W20-1) WORK 3 5 0 ' C20(MOD) LANE AHEAD CLOSED RIGHT 3 5 0 ' W4-2(RT) 3 5 0 ' ROAD WORK END (G20-2) 3 5 0 ' 1 4 0 ' 125 ' 1 2 7 ' W11-1(CA) (BIKE) SHARE THE ROAD (W16-1) 1 7 5 ' CLOSED BIKE LANE C30(CA) (BIKE) 14' 12' 11' 12' 12' 12' 12' 12' 14' 14' 1 5 ' 1 2 ' 1 2 ' 1 2 ' 1 1 ' 1 2 ' 1 2 ' 1 2 ' 1 2 ' 1 2 ' 1 4 ' 1 4 ' 1 2 ' 1 2 ' 1 2 ' 1 1 ' 1 1 ' 1 4 ' 1 1 ' 1 1 ' 1 2 ' 11' 10' 12' 18' 11' 12' CONT. PHASE 1 30'60'50' SCALE: 1" = 50' NN TRAFFIC CONTROL LEGEND FLASHING ARROW BOARD WARNING DEVICE HIGH LEVEL WORK AREA HIGH LEVEL WARNING DEVICE SIGN (SHOWN FACING LEFT) TYPE II BARRICADE FLAGMAN SIGNALIZED INTERSECTION TYPE III BARRICADE D/W = DRIVEWAY 36" POST TUBE DELINEATOR (NO CONES) PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULAENGINEER'S SEAL TRAFFIC CONTROL PLANS 641-364048-S01-TMC YNEZ RD. & COUNTY CENTER DR. CONTRACTOR: RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 2647 PHONE NO. 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT IT'S THE LAW ! Tel. 951-808-9501Fax. 951-808-9518 DESIGNED BY...... www.KBeng.net Ste. 200, Corona, CA 92879290 Corporate Terrace Circle 4 2 DURATION: PHASE 2 (1) DAY SCOPE OF WORK PLACEMENT OF FIBER OPTIC CABLE BY BORING METHOD SUNDAY - THURSDAY WORK HOURS 9:00 P.M. - 5:00 P.M. PERMIT NO. LD23-4279 UNDER THE SUPERVISION OF: DATEGIL ZULUETA MENDOZA E-MAIL: GIL@GZMASSOCIATES.COM Ph 951.286.9520 FAX 815.425.8582 GIL ZULUETA MENDOZA ASSOC., INC. 290 CORPORATE TERRACE CIRCLE, SUITE 101 CORONA, CA 92879 R.C.E. #C53454 (EXP. 07/26/2025) 08/16/2023 ENGINEER'S INFORMATION 8/21/23 8/21/23 RA I S E D M E D I A N SI D E W A L K SI D E W A L K GR A S S GR A S S GR A S S D/ W D/ W D/ W YN E Z R D 45 M P H TA N G E N T 54 0 ' ME R G I N G T A P E R (G20-2) 35 0 ' 5'19'12'13' CLOSED LANE PHASE 3 30'60'50' SCALE: 1" = 50' NN G R A S S S I D E W A L K 4545 B I K E L A N E G R A S S S I D E W A L K P A I N T E D M E D I A N D/ W D/ W D/ W D/ W SI D E W A L K SI D E W A L K 36 0 ' BU F F E R S P A C E 5 0 ' T A N G E N T 5 0 ' D O W N S T R E A M 13 5 ' TA N G E N T 27 0 ' SH I F T I N G T A P E R WARNING DEVICE HIGH LEVEL ROAD AHEAD (W20-1) WORK 3 5 0 ' ROAD WORK END (G20-2) 3 5 0 ' 77' W11-1(CA) (BIKE) SHARE THE ROAD (W16-1) CLOSED LANE C30 (CA) CLOSED LANE C30 (CA) 13 ' M I N 15 ' M I N WORK AREA: POTHOLES YN E Z R D 45 M P H RA I S E D M E D I A N PA I N T E D M E D I A N ONLY (R3-5R) ONLY (R3-5R) (R4-7a) RIGHT KEEP ONLY (R3-5R) ONLY (R3-5R) 5'4'10'12'13'12'16'5' 5' 4' 13'13'13'12'17'5' CLOSED LANE C30 (CA) PHASE 4 30'60'50' SCALE: 1" = 50' NN SI D E W A L K SI D E W A L K GR A S S GR A S S ROAD AHEAD (W20-1) WORK 35 0 ' C20(MOD) LANE AHEAD CLOSED RIGHT 35 0 ' W4-2(RT) 35 0 ' ROAD WORK END (G20-2) 35 0 ' C20(MOD) LANE AHEAD CLOSED BIKE 90' EQ U I T Y D R . NO T P O S T E D 56 ' SIDEWALK CLOSED CROSS HERE R9-11(LT) AHEAD (R9-3) D/ W 18 0 ' BI K E T A P E R 17 5 ' W11-1(CA) (BIKE) SHARE THE ROAD (W16-1) RA I S E D M E D I A N YNEZ RD 45 MPH BI K E L A N E BI K E L A N E 5'19'13'21'19' 5' RA I S E D M E D I A N SI D E W A L K SI D E W A L K D/ W D/ W 54 0 ' ME R G I N G T A P E R CLOSED BIKE LANE C30(CA) (BIKE) YN E Z R D 45 M P H 18 0 ' BI K E T A P E R RA I S E D M E D I A N ROAD AHEAD (W20-1) WORK 35 0 ' C20(MOD) LANE AHEAD CLOSED LEFT 3 5 0 ' 3 5 0 ' 56 ' SID E W A L K SIDEW A L K S I D E W A L K SI D E W A L K G R A S S G R A S S ROAD AHEAD (W20-1) WORK100' ROAD WORK END (G20-2) 100' ROAD WORK END (G20-2) 35 0 ' EQ U I T Y D R . NO T P O S T E D 90' W4-2(LT) BI K E L A N E R A I S E D M E D I A N 10'18'12'10'12'18' 5' 21 ' 14 ' 21 ' TRAFFIC CONTROL LEGEND FLASHING ARROW BOARD WARNING DEVICE HIGH LEVEL WORK AREA HIGH LEVEL WARNING DEVICE SIGN (SHOWN FACING LEFT) TYPE II BARRICADE FLAGMAN SIGNALIZED INTERSECTION TYPE III BARRICADE D/W = DRIVEWAY 36" POST TUBE DELINEATOR (NO CONES) PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULAENGINEER'S SEAL TRAFFIC CONTROL PLANS 641-364048-S01-TMC YNEZ RD. & COUNTY CENTER DR. CONTRACTOR: RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. PHONE NO. 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT IT'S THE LAW ! Tel. 951-808-9501Fax. 951-808-9518 DESIGNED BY...... www.KBeng.net Ste. 200, Corona, CA 92879290 Corporate Terrace Circle 4 3 DURATION: PHASE 3 (1) DAY SCOPE OF WORK PLACEMENT OF FIBER OPTIC CABLE BY BORING METHOD SUNDAY - THURSDAY WORK HOURS 9:00 P.M. - 5:00 P.M. NICOLAS M. MINICILLI TRAFFIC ENGINEER 2647 PERMIT NO. LD23-4279 UNDER THE SUPERVISION OF: DATEGIL ZULUETA MENDOZA E-MAIL: GIL@GZMASSOCIATES.COM Ph 951.286.9520 FAX 815.425.8582 GIL ZULUETA MENDOZA ASSOC., INC. 290 CORPORATE TERRACE CIRCLE, SUITE 101 CORONA, CA 92879 R.C.E. #C53454 (EXP. 07/26/2025) 08/16/2023 ENGINEER'S INFORMATION 8/21/23 8/21/23 G R A S S (G20-2) (R3-4) D / W G R A S S S I D E W A L K 4545 5 4 0 ' M E R G I N G T A P E R 1 0 0 ' M I N G A P 1 0 0 ' T A N G E N T (W12-1) MUST R3-7(RT) TURN RIGHT RIGHT LANE MUST R3-7(RT) TURN RIGHT RIGHT LANE S I D E W A L K P A I N T E D M E D I A N D / W NB FWY S I D E W A L K S I D E W A L K S I D E W A L K G R A S S P A I N T E D M E D I A N 1 8 0 ' B I K E T A P E R 3 5 0 ' 1 7 5 ' CLOSED BIKE LANE C30(CA) (BIKE) CLOSED BIKE LANE C30(CA) (BIKE) 19'12' Y N E Z R D 4 5 M P H 18' 12'13'12'12'9' P A I N T E D M E D I A N SI D E W A L K GR A S S G R A S S S I D E W A L K S I D E W A L K G R A S S 4545 BI K E L A N E B I K E L A N E B I K E L A N E B I K E L A N E BI K E L A N E SI D E W A L K GR A S S G R A S S S I D E W A L K G R A S S PA I N T E D M E D I A N P A I N T E D M E D I A N D/ W D/ W D/ W D/ W 5 0 ' T A N G E N T 5 0 ' D O W N S T R E A M ROAD WORK END (G20-2) 35 0 ' CLOSED LANE C30 (CA) CLOSED LANE C30 (CA) CLOSED BIKE LANE C30(CA) (BIKE) CLOSED BIKE LANE C30(CA) (BIKE) 36 0 ' BU F F E R S P A C E 5 0 ' T A N G E N T ROAD AHEAD (W20-1) WORK 250' ROAD WORK END (G20-2) 250' 5 6 ' SIDEW A L K SIDEW A L K CLOSED BIKE LANE C30(CA) (BIKE) CLOSED LANE C30 (CA) 5 0 ' D O W N S T R E A M C O U N T Y C E N T E R D R 3 5 M P H CLOSED BIKE LANE C30(CA) (BIKE) CLOSED LANE C30 (CA) SIDEWALK CLOSED CROSS HERE R9-11(RT) AHEAD Y N E Z R D 4 5 M P H 1 2 ' M I N 12 ' M I N SIDEWALK CLOSED (R9-9) WORK AREA: POTHOLES & BORE PITS (R9-3) 1 2 ' M I N 1 2 ' M I N (R3-4) 4545 1 0 0 ' T A N G E N T MUST R3-7(RT) TURN RIGHT RIGHT LANE 2 1 ' 1 4 ' 1 9 ' 5'15'11'13'12'16' 5' 5' 4'10'12'13'12'16' 5' PHASE 4 30'60'50' SCALE: 1" = 50' NN YNE Z R D 45 M P H P A I N T E D M E D I A N S I D E W A L K R A I S E D M E D I A N WIN C H E S T E R R O A D 40 M P H ROAD AHEAD (W20-1) WORK 250 ' ROAD WORK END (G20-2)250 ' 1 8 0 ' B I K E T A P E R ROAD AHEAD (W20-1) WORK 250 ' ROAD WORK END (G20-2) 250 ' ROAD AHEAD (W20-1) WORK 3 5 0 ' C20(MOD) LANE AHEAD CLOSED RIGHT 3 5 0 ' W4-2(RT) 3 5 0 ' ROAD WORK END (G20-2) 3 5 0 ' 1 4 0 ' 125 ' 1 2 7 ' W11-1(CA) (BIKE) SHARE THE ROAD (W16-1) 1 7 5 ' CLOSED C30(CA) (BIKE) 14' 12' 11' 12' 12' 12' 12' 12' 14' 14' 1 5 ' 1 2 ' 1 2 ' 1 2 ' 4' 1 1 ' 1 2 ' 1 2 ' 1 2 ' 1 2 ' 1 2 ' 1 4 ' 1 4 ' 1 2 ' 1 2 ' 1 2 ' 1 1 ' 1 1 ' 3' 1 4 ' 1 1 ' 1 1 ' 1 2 ' 4' TRAFFIC CONTROL LEGEND FLASHING ARROW BOARD WARNING DEVICE HIGH LEVEL WORK AREA HIGH LEVEL WARNING DEVICE SIGN (SHOWN FACING LEFT) TYPE II BARRICADE FLAGMAN SIGNALIZED INTERSECTION TYPE III BARRICADE D/W = DRIVEWAY 36" POST TUBE DELINEATOR (NO CONES) PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULAENGINEER'S SEAL TRAFFIC CONTROL PLANS 641-364048-S01-TMC YNEZ RD. & COUNTY CENTER DR. CONTRACTOR: RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. PHONE NO. 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT IT'S THE LAW ! Tel. 951-808-9501Fax. 951-808-9518 DESIGNED BY...... www.KBeng.net Ste. 200, Corona, CA 92879290 Corporate Terrace Circle 4 4 DURATION: PHASE 4 (1) DAY SCOPE OF WORK PLACEMENT OF FIBER OPTIC CABLE BY BORING METHOD SUNDAY - THURSDAY WORK HOURS 9:00 P.M. - 5:00 P.M. NICOLAS M. MINICILLI TRAFFIC ENGINEER 2647 PERMIT NO. LD23-4279 UNDER THE SUPERVISION OF: DATEGIL ZULUETA MENDOZA E-MAIL: GIL@GZMASSOCIATES.COM Ph 951.286.9520 FAX 815.425.8582 GIL ZULUETA MENDOZA ASSOC., INC. 290 CORPORATE TERRACE CIRCLE, SUITE 101 CORONA, CA 92879 R.C.E. #C53454 (EXP. 07/26/2025) 08/16/2023 ENGINEER'S INFORMATION 8/21/23 8/21/23 Land Development Encroachment Permit 41000 Main Street Temecula, Ca 92590 Phone: 951-694-6444 www.temeculaca.gov R:\LAND DEVELOPMENT DIVISION\FORMS\Permit Applications\Encroachment Permit App.docx Page 1 of 2 Revised: 06/03/2019 APPLICATION INFORMATION PA No.: PERMIT NO.: Type of Encroachment:  Street/Storm Drain  Sewer/Water  Utility Trenching  Signing & Striping  Traffic Signal  Miscellaneous (SPECIFY BELOW) The undersigned hereby applies to excavate, construct and otherwise encroach on City street right-of-way, as follows: Name(s) of street(s) and/or street address: Utility Work Order #: Start Date: End Date: In consideration of granting this application, all applicants including utility companies hereby agree to: 1. If applicable, submit two (2) sets of Construction Drawings along with two (2) sets of the appropriate Traffic Control Plans, proof of City Business License for all parties involved, proof of Contractor’s License along with this application at the time of submittal. See the Traffic Control Plan Checklist for details. 2. 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 dam age to persons or property happening or occurring as a proximate result of any work under taken under the permit granted pursuant to this application. (See below for specific liability insurance requirements.) 3. Remove/relocate any encroachment installed/maintained under this permit, upon written notice from the City Engineer. 4. Notify the Land Development Inspection Division via email at LDInspections@temeculaca.gov at least two (2) working days prior to commencing construction. Hold a pre-construction meeting prior to the start of construction. The developer/general contractor must be present for the timely request of inspections. 5. Comply with the Standard Specifications, most current Improvement Standard Drawings for Public Works Construction, City of Temecula Municipal Code Chapters 13.04 and 18.12, terms and conditions of the permit and all applicable rules and regulations for the City of Temecula and other public agencies having jurisdiction. LIABILITY INSURANCE REQUIREMENTS PROVIDE PROOF OF INSURANCE COVERAGE MEETING THE REQURIEMENTS STATED BELOW OR A CITY ATTORNEY APPROVED EQUIVALENT WITH THE CITY NAMED AS ADDITIONAL INSURED. IN THE EVENT THAT THE INSURANCE IS PROVIDED BY THE CONTRACTOR, THE CITY AND THE OWNER/DEVELOPER MUST BE NAMED AS ADDITIONAL INSURED. THIS REQUREMENT SHALL BE MET BY EITHER THE APPLICANT (DEVELOPER, OWNER, PUBLIC UTILITY AGENCY OR FRANCHISE) OR BY THE CONTRACTOR PERFORMING THE SUBJECT WORK, PRIOR TO BEGININNG ANY WORK PROPOSED UNDER THE SUBJECT ENCROACH MENT PERMIT. Excavation for the installation of fiber optic cable in conduit ; locate and intercept existing Crown Castle conduit ; placement of 2 Crown Castle pulboxes. Traffic Control to assist. Ynez Rd & County Center Dr, Temecula CA 92591 641-364048-S01-TMC 4 LD23-4279 CLEARED BY CITY OF TEMECULA PUBLIC WORKS david.pina 07/19/2023 07/19/2023 07/19/2023 07/19/20 Land Development Encroachment Permit 41000 Main Street Temecula, Ca 92590 Phone: 951-694-6444 www.temeculaca.gov R:\LAND DEVELOPMENT DIVISION\FORMS\Permit Applications\Encroachment Permit App.docx Page 2 of 2 Revised: 06/03/2019 Proof of coverage shall be by certificate (Accord or equivalent) naming the City of Temecula as certificate holder and the minimum limits of insurance coverage shall be as follows: a. General Liability: One million dollars ($1,000,000) per occurrence for bodily injury, personal injury and property damage. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate lim it shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. b. Automobile Liability: One million dollars ($1,000,000) per accident for bodily injury and property damage. c. Worker’s Compensation as required by the State of California; Employer’s Liability: One million dollars ($1,000,000) per accident for bodily injury or disease. d. Course of Construction: Completed value of the project. There is a limited exception to this requirement. Owners of single family homes doing work on the home’s driveway approach located in the public right-of-way, may use their homeowners insurance with public liability and property damage coverage in at least the following minimum limits and which will name the City of Temecula as an additional insured for the duration of the encroachment permit: BODILY INJURY $250,000.00 EACH PERSON $500,000.00 EACH OCCURANCE $500,000.00 AGGREGATE PRODUCTS AND COMPLETED OPERATIONS PROPERTY DAMAGE $100,000.00 EACH OCCURANCE $250,000.00 AGGREGATE PRODUCTS AND COMPLETED OPERATIONS A combined single limit homeowner’s policy with aggregate limits in the amount of $1,000,000.00 will be considered equivalent to the required minimum limits. Homeowners: a copy of the required homeowners insurance and a Certificate of Insurance showing the City named as an additional insured shall be attached to the application. The undersigned applicant and/or contractor states that they have read and agrees to meet all the conditions on this application, including provisions of required liability insurance or a City Attorney approved equivalent, and acknowledges that this application will be made a part of the encroachment permit. APPLICANT’S INFORMATION (THIS SECTION MUST BE COMPLETED) Company Name: Mailing Address: Contact: Phone #: E-mail: I hereby warrant and represent to the City that I am authorized to execute this permit application on behalf of the permittee and bind the permittee to the agreements contained herein and any conditions of the permit. Authorized Signature: Date Applied: CONTRACTOR’S INFORMATION Company Name: Mailing Address: Contact: Phone #: 24-HR Emergency #: State Contractor’s License #: Class: City Business License #: Crown Castle Fiber LLC 200 Spectrum Center Drive, Suite 1800, Irvine, CA 92618 Carlos Banegas 949-375-1046 carlos.banegas@crowncastle.com 6/21/23 VCI Construction LLC. 1921 W 11th St Upland CA 91786 Debbie Villegas 909-949-1350 ext117 765716 A, C-7, C10 041971 Briseida Perez