HomeMy WebLinkAboutLD23-3314Permit Number: LD23-3314 LD - Utilities/ Excavation - Parallel Issued: 07/06/2023 Expired: 11/11/2024 Job Address: 45546 Calle Luna 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: Crown Castle 200 Spectrum Center Drive, 1800 Irvine, CA 92618 (619) 634-8562 Contractor: Utility Work Order Number: OPSWO44120CA-IEUFO01-TMC Description: Crown Castle OPSWO44120CA-IEUFO01-TMC WORK HOURS SHALL BE MONDAY – FRIDAY, NO HOLIDAYS, 8:30am - 3:30pm Location: Loma Linda Rd & Temecula Ln Proposed work: TCP Device & Sign Placement for Installation of 1965' of Underground Fiber Optic Cable All facilities shall be installed in accordance with City Standard Drawing 117. Traffic Control shall be in accordance with approved Traffic Control Plan LD23-3314 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. Permittee must also request a final inspection, via LDInspections@temeculaca.gov, to verify completion of Page 1 of 3*****See Page 2 of this Permit for Permittee Responsibilities***** Permit Number: LD23-3314 LD - Utilities/ Excavation - Parallel 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: LD23-3314 LD - Utilities/ Excavation - Parallel City Engineer or Authorized Representative Date 07/06/2023 Page 3 of 3 1 construction plan DRAWN OF REV CHECKED DESIGN DATE TRACKING #.PROJECT # ' PHONE NO. 811 48 HOURS BEFORE YOU DIG UNDERGROUND SERVICE ALERT CALL TOLL FREE DIGALERT IT'S THE LAW ! CONCRETE RESTORATION LEGEND PROPOSED WORK ASPHALT RESTORATION PROPOSED RAPID CONNECT PROPOSED TRENCH CENTERLINE EXISTING STRUCTURES PROPOSED PROPOSED 1/4" SLOT CUT CONDUIT DATA BLOCK EXISTING UTILITIES MISC. LINE TYPES MISC. ABBREVIATIONS VICINITY MAP WORK AREA SIDEWALK RAILROAD TREE R/R S/W FOC R/W EDGE OF PAVEMENT BEHIND CURB FACE UNDERGROUND CENTER LINE CONCRETE RIGHT OF WAY FRONT OF CURB EXISTING FRONT OF CURB FACE CL EOP BCF U/G CONC. EX FCF EOP C/L R/W FOC SYMBOL/LINETYPE DESCRIPTIONABV. CONDUIT SIZE DISTANCE TRAFFIC SIGNAL HAND HOLE FIRE HYDRANT STREET LIGHT MANHOLE VALVE PEDESTAL UTILITY POLE SYMBOL/LINETYPE DESCRIPTIONABV. 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. SYMBOL/LINETYPE DESCRIPTION C&G CURB & GUTTERC&G VENT DRIVEWAYD/W CURB FACE GUTTER LIP POLE TRAFFIC CONDUITTC PLACE (INSTALL NEW)PL WATER METERMTR BOLLARD COMMCOMM P/L PROPERTY LINEP/L HH P VNT TR B PROPOSED 24x36" VAULT THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HERE WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. CONTRACTOR IS REQUIRED TO LOCATE AND POT HOLE ALL EXISTING UTILITY CROSSINGS PRIOR TO CONSTRUCTION. NOTICE TO CONTRACTORS 2001 THIRD ST #H, RIVERSIDE, CA 92507 (626) 320 - 0996 | peterm@ospros.net Telecom Solutions, LLCROROO S PO S PPREPARED BY: 0 0 VT PLOTTED: 6/7/2023 200 SPECTRUM CENTER DR. SUITE 1800 IRVINE, CA. 92618 TEMECULA RT DEMO LOMA LINDA RD & TEMECULA LN TEMECULA, CA. 92592 CB CB OSPRO 3/27/2023 4 WO44120 OPSWO44120CA-IEUFO01-TMC4 UNIT OF MEASURMENTXX SC PROPOSED RAPID SLICE CAN DESIGN SUBMITTED TO ANOTHER AGENCY TEMECULA RT DEMO LOMA LINDA RD & TEMECULA LN TEMECULA, CA. 92592 CROWN CASTLE SOW: 1.INSTALL (4) RAPID SLICE CANS 2.INSTALL (1) 24"x36" VAULT 3.INSTALL 1829' OF 4.5mm FIBER VIA RAPID CONNECT FROM EX. SUNESYS HANDHOLE TO PROPOSED 24"x36" VAULT 4.INSTALL 62' OF 4.5mm FIBER VIA 1/4" SLOT CUT 5.INSTALL 74' OF (1) 2" CONDUIT VIA TRENCH / BORE FROM EX. SUNESYS HANDHOLE TO EX. STREET LIGHT HANDHOLE CROWN CASTLE FIBER LLC. 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 PERMITTEE, 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 # 811, AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY EXCAVATION. 6. THE CONTRACTOR SHALL NOTIFY THE INSPECTION DEPARTMENT, 951-694-6411, 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 IN ACCORDANCE WITH CITY, COUNTY OR STATE REQUIREMENTS. 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 TEMECULA 951-694-6411 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 CITY OF TEMECULA IS 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. GENERAL NOTES INDEMNIFICATION CLAUSE: THE CONTRACTOR AGREES AND SHALL; ARMORCAST VAULT 24" x 36" x 18" POLYMER CONCRETE VAULT ASSEMBLY MODEL NO. A6001974TAPCX18 (LID TO BE MARKED WITH COMPANY LOGO) 24" 35 5 8" 3" 24 1 4" 38 1 8"26 1 4" 18" POLYMER CONCRETE COVER PLAN VIEW SIDE VIEW END VIEW STD. MARKING ARMORCAST LOGO LIFT PIN (2X) BOLTDOWN (4X) POLYMER CONCRETE COVER NON-SKID SURFACE POLYMER CONCRETE BOX OPEN BASE PERMIT NO. LD23-3314 CLEARED BY CITY OF TEMECULA PUBLIC WORKS Tricia.ortega 06/26/2023 06/26/2023 06/26/2023 06/26/20 .3 7 5 " ± . 0 3 2001 THIRD ST #H, RIVERSIDE, CA 92507 (626) 320 - 0996 | peterm@ospros.net Telecom Solutions, LLCROROO S PO S PPREPARED BY: construction plan DRAWN OF REV CHECKED DESIGN DATE TRACKING #.PROJECT # OSPRO 2 4 4 PLOTTED: 6/7/2023 200 SPECTRUM CENTER DR. SUITE 1800 IRVINE, CA. 92618 TEMECULA RT DEMO LOMA LINDA RD & TEMECULA LN TEMECULA, CA. 92592 CB CB 3/27/2023 WO44120 OPSWO44120CA-IEUFO01-TMC RAPID CONNECT DETAILS PRIMARY RUNNING LINE "T" SLOT 1.25" "T" SLOT FOR TRANSITION AND DROP PATHWAYS DETAIL "A"DETAIL "B"DETAIL "C" DETAIL "E" SINGLE SLOT FOR TRANSITION AND DROP PATHWAYSTRANSITION TO RAPID SPLICE CAN RAPID SPLICE CANSINGLE/MID-SPAN POINT ENTRY TRADITIONAL VAULT SOFTSCAPE DETAIL "D"DETAIL "F" PERMIT NO. LD23-3314 G G G W R/W R/W R/W R/W W W CL C L C L C L C L C L C L C L C L C L C L C L C L C L C L C L CO M M CO M M CO M M CO M M CO M M CO M M REC . W SS SS SS SS SS SS SS SS SS SS REC . W REC . W REC . W REC . W REC . W REC . W REC . W REC . W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W C L C L C L C L C L C L C L C L C L C L G G G S S S S S S G G G G R / W R / W R / W R / W R / W R / W R / W S S S S S S SD SS SS SS W W W W W W W W R / W R/ W R / W W W W W W W W W REC . W REC . W SD SD SD SD SD SD SD S S S S S S S D S D S D S D S D S D SD P E C H A N G A P K W Y LO M A L I N D A R D LO M A L I N D A R D D E D I C A T E D T O T H E C I T Y O F T E M E C U L A 16' 39' 71' 55' 79' 134 ' 8' 14' 31' 71' 8' 45' 79' 124 ' SD SD SD SD S D P P P H H H H HH H H H H HH HH P HH P P HH HH P HH TIE INTO EX. SUNESYS HANDHOLE IN PKWY @ STA 11+42 - 7' BCF RESTORE LANDSCAPE AND SIDEWALK PER CITY STANDARDS 10+00 - PECHANGA PKWY C/L 10+00 - LOMA LINDA C/L S I D E W A L K S I D E W A L K SID E W A L K SID E W A L K PK W Y PK W Y P K W Y E Q U E S T R I A N T R A I L S I D E W A L K SID E W A L K PKW Y ' 4.5 MM 423 EX. HH - SC1 RAPID CONNECT 13' 20' 20' 10' 33' 30'63' SID E W A L K SID E W A L K SID E W A L K 60" R C P 8" R E C 16" D W 15" S S 60" RCP 8" R E C 16" D W 3- 14'x7' RCB PER R.C.F.C.W.C.D. DWG. No. 7-366 PKW Y 1 6 ' 2 8 ' 2 8 ' 1 1 ' 4 4 ' 3 9 ' 1 6 ' 2 8 ' 2 8 ' 1 1 ' 4 4 ' 3 9 ' 6' 6' 1 6 ' 1 4 ' 4' SIDE W A L K SID E W A L K ' 3' 68' 4' H H "21 74 EX. HH - EX. SLVT TRENCH / BORE TIE INTO EX. STREET LIGHT VAULT IN SIDEWALK @ STA. 10+57 - 4' BCF RESTORE SIDEWALK PER CITY STANDARDS 1 2 + 0 0 1 1 + 0 0 9 + 0 0 8 + 0 0 15+ 0 0 14+ 0 0 13+ 0 0 12+ 0 0 11+ 0 0 15' 15' 8' - 9 " 6' - 9 " 1 9 ' - 5 " 8' - 7 " 6' - 7 " 1 9 ' - 5 " 8' - 7 " 6' - 7 " 8' 3 6 ' S I D E W A L K SC MAINTAIN 12" MIN. CLEARANCE FROM STORM DRAIN MANHOLE LIDS S L C C L C L C L C L C L C L C L C L C L C L C L C L C L C L C L CO M M CO M M COM M COM M COM M COM M COM M SD SD SS SS SS SS SS SS SS SS SS SS SS REC . W REC . W REC . W REC . W REC . W REC . W REC . W REC . W REC . W REC . W REC . W REC. W REC. W W W W W W W W W W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W C L C L C L S S S S W W R / W R / W CL CL CL CL CL T V T V T V T T T E E E W W W W R / W R / W R / W R / W R / W R / W W SD SD SD SD SD SD SD SD SD B E E C H C T LOM A L I N D A R D T E M E C U L A L N 1 6 ' 2 8 ' 2 8 ' 1 1 ' 4 4 ' 3 9 ' 8 3 ' 12' 18' 18' 12' 30' 30' 60' 10' 20' 20' 10' 10' 20' 20' 10' HH HH H H HH HH HH HH HH H H H H ' 4.5 MM 354 SC1 - SC2 RAPID CONNECT 19+42 - LOMA LINDA RD C/L 10+00 - TEMECULA LN C/L 10+00 - BEECH CT C/L 19+33 - LOMA LINDA RD C/L SID E W A L K PKW Y SID E W A L K SIDE W A L K SID E W A L K SIDE W A L K SIDE W A L K S I D E W A L K S I D E W A L K 14' 22' 27' 28' 29' 14' 22' 27' 28' 29' 60" R C P 60" R C P 8" R E C 16" D W 15" S S 8" R E C 16" D W 15" S S 6 ' 1 6 ' 4 ' 1 6 ' SID E W A L K SID E W A L K S I D E W A L K S I D E W A L K 1 6 ' 2 8 ' 2 8 ' 1 1 ' 4 4 ' 3 9 ' 1 6 ' 2 8 ' 2 8 ' 1 1 ' 4 4 ' 3 9 ' 6' 1 6 ' 1 6 ' 4' 6' SID E W A L K PLACE RAPID SPLICE CAN 1 IN S/W @ STA 15+40 - 2' BCF RESTORE SIDEWALK PER CITY STANDARDS PLACE RAPID SPLICE CAN 2 IN S/W @ STA 18+76 - 2' BCF RESTORE SIDEWALK PER CITY STANDARDS PLACE RAPID SPLICE CAN 3 IN S/W @ STA 10+60 - 2' BCF RESTORE SIDEWALK PER CITY STANDARDS ' 4.5 MM 158 SC2 - SC3 SC3 - SC4 RAPID CONNECT 9 + 0 0 21+0 0 20+ 0 0 19+ 0 0 18+ 0 0 17+ 0 0 16+ 0 0 15+ 0 0 1 1 + 0 0 1 2 + 0 0 2' 22' 2 ' 3 0 ' 17' 3' 1' 1 ' 1' 1 9 ' - 5 " 8' - 7 " 6' - 7 " 2' 3 0 ' 1 9 ' - 5 " 8' - 7 " 6' - 7 " SC SC S C 62' - 1/4" SLOT CUT 96' - RAPID CONNET ACROSS LOMA LINDA RD 2001 THIRD ST #H, RIVERSIDE, CA 92507 (626) 320 - 0996 | peterm@ospros.net Telecom Solutions, LLCROROO S PO S PPREPARED BY: construction plan DRAWN OF REV CHECKED DESIGN DATE TRACKING #.PROJECT # OSPRO 3 4 4 PLOTTED: 6/7/2023 200 SPECTRUM CENTER DR. SUITE 1800 IRVINE, CA. 92618 TEMECULA RT DEMO LOMA LINDA RD & TEMECULA LN TEMECULA, CA. 92592 CB CB 3/27/2023 WO44120 OPSWO44120CA-IEUFO01-TMC NORTH S EW 15'0'30'45' SCALE: 1" = 30' THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HERE WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. CONTRACTOR IS REQUIRED TO LOCATE AND POT HOLE ALL EXISTING UTILITY CROSSINGS PRIOR TO CONSTRUCTION NOTICE TO CONTRACTORS MATCHL I N E S E E S H E E T 4 M A T C H L I N E S E E B E L O W M A T C H L I N E S E E A B O V E PERMIT NO. LD23-3314 S L C S L C S L C S L C S L C S L C S L C S L C S L C S L C S L C S L C S L C P C L C L C L C L C L C L C L C L C L C L C L C L C L CL C L C L CL CL T V T V T V T V T V T V T V T V T V T V T V T V T T T T T T T T T T T T T E E E E E E E E E E E E E E W W W W W W W W W W W W W R/ W R/ W R / W R/ W R/ W R/ W R/ W R/ W R/ W R / W R / W R / W R / W R/ W R / W R / W R/ W R/ W R/ W R/ W R/ W W R / W R / W R / W R / W R / W W S S S U N F L O W E R W Y ( P R I V A T E ) C L C L C L C L V I A N U B E S ( P R I V A T E ) T E M E C U L A L N T E M E C U L A L N 10' 20' 20' 10' 10' 20' 20' 10' P H H H H H H H H H H H H P H H H H H H H H H H H H PLACE 24"x36" VAULT IN PKWY @ STA 19+65 - 8' BCF RESTORE LANDSCAPE AND SIDEWALK PER CITY STANDARDS 17' 3' 3' S I D E W A L K S I D E W A L K SI D E W A L K SI D E W A L K SI D E W A L K SI D E W A L K 14' 22' 27' 28' 29' 14' 22' 27' 28' 29' ' 4.5 MM 500 SC4 - VT RAPID CONNECT P K W Y PLACE RAPID SPLICE CAN 4 IN S/W @ STA 15+17 - 4' BCF RESTORE SIDEWALK PER CITY STANDARDS ' 4.5 MM 456 SC3 - SC4 RAPID CONNECT 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 17' 3' 1' 4'24' V T 17' 3' 1' 10' 20' 20' 10' 30' 30' 60' 28' 8' 14+18 - TEMECULA LN C/L VIA NUBES (PRIVATE) SC 2001 THIRD ST #H, RIVERSIDE, CA 92507 (626) 320 - 0996 | peterm@ospros.net Telecom Solutions, LLCROROO S PO S PPREPARED BY: construction plan DRAWN OF REV CHECKED DESIGN DATE TRACKING #.PROJECT # OSPRO 4 4 4 PLOTTED: 6/7/2023 200 SPECTRUM CENTER DR. SUITE 1800 IRVINE, CA. 92618 TEMECULA RT DEMO LOMA LINDA RD & TEMECULA LN TEMECULA, CA. 92592 CB CB 3/27/2023 WO44120 OPSWO44120CA-IEUFO01-TMC NORTH S EW 15'0'30'45' SCALE: 1" = 30' MATCHL I N E S E E S H E E T 3 PERMIT NO. LD23-3314 1 AT LEAST TWO DAYS UG SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIGALERT Call: TOLL FREE 1-800-227-2600 PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL FOR TRAFFIC CONTROL PLANS VAULT PLACEMENT & RAPID CONNECT LOMA LINDA RD & TEMECULA LN REFERENCE: "TRAFFIC CONTROL PLAN GUIDELINES," REV. 08/04/2021 CONTRACTOR: RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.C.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 5 O-S-PRO TELECOM SOLUTIONS, LLC 2001 3RD ST, SUITE H RIVERSIDE, CA 92507 P.E. YANG HU DANIEL ACOSTA E-Mail: Daniel.Acosta@CrownCastle.com Phone: (949) 930-7457 1 PERMIT NO. LD23-3314 TRAFFIC CONTROL PLANS FOR VAULT PLACEMENT & RAPID CONNECT LOMA LINDA RD & TEMECULA LN TEMECULA, CAAREA MAP: CONE SPACING - 25' MAXIMUM NO SCALE JOB SITE TRAFFIC CONTROL PLAN GENERAL NOTES (REVISED 8/26/2020) 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. APPLICANT IS RESPONSIBLE FOR FULL AND COMPLETE REPRESENTATION OF THE ACTUAL ROAD CONDITIONS SHOWN ON THIS PLAN INCLUDING, BUT NOT LIMITED TO EXISTING STRIPING, SIGNING, SIDEWALKS, AND BIKE LANES. FLASHING ARROW BOARD TRAFFIC SIGN EXISTING TURN-ONLY LANE EXISTING NO-TURN LANE TRAFFIC FLOW DIRECTION TRAFFIC CONE WORK ZONE DRIVEWAY FLAGGER TRAFFIC SIGNAL TYPE III BARRICADE / WITH SIGN TYPE II BARRICADE / WITH SIGN FLASHING ARROW SIGN TRAILER (TYP.) (FAS) (HLWD) HIGH LEVEL WARNING DEVICE TRAFFIC CONE POST TUBE (CMS) CHANGEABLE MESSAGE SIGN TRAILER (TYP.) MISCELLANEOUS DEVICES DETAIL SHEET LEGEND C L O S E D R O A D CLOSED LEFT LANE AHEAD END DETOURROAD WORK ONLY CREW SURVEY CLOSED ROAD AHEAD RIGHT AHEAD DETOUR USE OTHER SIDE RIGHT KEEP TURN RIGHT M U S T RIGHT LANE NOT PASS SIDEWALK CLOSED DO STOP SLOW CLOSED LANE TO STOP PREPARED SHOULDER WORK WORK AHEAD ROAD MACHINERY AHEAD END ROAD CLOSED LOCAL TRAFFIC ONLY TO THRU TRAFFIC ROAD CLOSED FRESH OIL ROAD DETOUR SHOULDER SOFTPAVEMENT ENDS AHEAD LANE CLOSEDROAD ROUGH XX MPH NARROWS ROAD W20-2 R11-2 R11-3A R11-4 W21-3 M4-8A C9A(CA) M4-10 W21-2 W21-7 AHEAD UTILITY WORK G20-2 W20-4 W20-1 W21-5W21-1A W20-5W20-3 ONE LANE AHEAD ROAD W3-4 C30(CA)C28B(CA) W21-6 W8-7 BE R3-5 R9-10 R4-7BR4-1 R9-3A R1-1 R3-7R3-2R3-1 R3-4 R3-18 W6-4 W5-1W4-2 W13-1 W1-2 W1-4W1-3W1-1 W8-4W8-3 W8-8 W4-1W1-8 W9-3 W1-6 W12-1W6-3 R3-17 BIKE LANE R5-6 GRAVEL LOOSE MUTCD [FEDERAL HIGHWAY ADMIN.] DESIGNATION (TYP) R3-6 SIDEWALK R9-9 CLOSED R9-11A CENTER DETOUR M4-8 C28A(CA) ENDS AHEAD R3-17B R3-17A BEGIN RIGHT TURN LANE YIELD TO BIKES R4-4 RIGHT KEEP R4-7AR4-7 CROSS HERE SIDEWALK CLOSED R9-11 AHEAD CROSS HERE SIDEWALK CLOSED AHEAD LANE NARROW C12(CA) TRENCH OPEN C27(CA) WARNING SIGNS REGULATORY SIGNS L WOS DAEHA PE C H A N G A P K W Y LOMA LIN D A R D TEME C U L A L N WORK HOURS: MON - FRI 8:30 AM - 3:30 PM ESTIMATED DURATION: 2 DAYS EXP. 3/31/24 4 5/15/236/07/23 06/20/23 06/20/23 R.T.E 2647 CONTRACTOR SHALL COORDINATE WITH RANCHO SOLELO AND PASEO DEL SOL HOA'S ABOUT TEMP ROAD CLOSURES ON TEMECULA LANE. T. A . N . S . A . T . B O T H S I D E S O F S T R E E T ST O P ST O P ST O P D W STOP STOP S T O P D W CANTERFIELD DR 25 MPH MUIRFIELD DR 25 MPH EXISTING GATE (ENTRANCE TO RANCHO SOLEO COMMUNITY) EXISTING GATE (ENTRANCE TO RANCHO SOLEO COMMUNITY) TE M E C U L A L N 25 M P H VI A V E L A PR I V A T E R D VIA NUBES PRIVATE RD 10 0 ' T. A . N . S . A . T . B O T H S I D E S O F S T R E E T 100' 100' 100' TEM E C U L A L N 25 M P H 1 0 0 ' 1 0 0 ' CONTRACTOR TO PROVIDE FLAGGERS TO ASSIST PEDESTRIANS THROUGH THE WORK ZONE SEE SHEET 3 FOR DETOUR PLAN 25' 57' CONTRACTOR TO PROVIDE FLAGGERS TO ASSIST PEDESTRIANS THROUGH THE WORK ZONE ROAD CLOSED TO THRU TRAFFIC R11-4 ROAD CLOSED R11-2 DETOUR SC3(CA) DETOUR M4-10R R3-1 CLOSED R11-2 ROAD CLOSED R11-2 ROAD CLOSED TO THRU TRAFFIC R11-4 DETOUR M4-10R EXISTING END R3-2ROAD WORK AHEAD W20-1 ROAD WORK END G20-2 ROAD WORK END G20-2 ROAD WORK AHEAD W20-1 ROAD CLOSED AHEAD W20-3 DETOUR AHEAD W20-2 DETOUR AHEAD W20-2 ROAD CLOSED AHEAD W20-3 SEE TYPICAL APPLICATION 28 PER (CA MUTCD) FOR PEDESTRIAN DETOUR PLAN (IF REQUIRED) SEE TYPICAL APPLICATION 28 PER (CA MUTCD) FOR PEDESTRIAN DETOUR PLAN (IF REQUIRED) 2 AT LEAST TWO DAYS UG SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIGALERT Call: TOLL FREE 1-800-227-2600 PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL FOR TRAFFIC CONTROL PLANS VAULT PLACEMENT & RAPID CONNECT LOMA LINDA RD & TEMECULA LN REFERENCE: "TRAFFIC CONTROL PLAN GUIDELINES," REV. 08/04/2021 CONTRACTOR: RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.C.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 5 O-S-PRO TELECOM SOLUTIONS, LLC 2001 3RD ST, SUITE H RIVERSIDE, CA 92507 P.E. YANG HU DANIEL ACOSTA E-Mail: Daniel.Acosta@CrownCastle.com Phone: (949) 930-7457 2 PERMIT NO. LD23-3314 WORK HOURS: MON - FRI 8:30 AM - 3:30 PM ESTIMATED DURATION: 2 DAYS SCALE: 1"=50' 0 50'25' PHASE 1 (RAPID-CONNECT) EXP. 3/31/24 4 5/15/236/07/23 06/20/23 06/20/23 R.T.E 2647 250' STOP ST O P ST O P ST O P STOP SUNF L O W E R W A Y PRIV A T E R D EXISTING GATE (ENTRANCE TO TEMECULA LANE COMMUNITY) EXISTING GATE (ENTRANCE TO RANCHO SOLEO COMMUNITY) TE M E C U L A L N 25 M P H VIA N U B E S PRI V A T E R D BEEC H C T 25 M P H HICKO R Y P L 25 M P H T. A . N . S . A . T . B O T H S I D E S O F S T R E E T LOMA L I N D A R D 35 MP H 1 0 0 ' 1 0 0 ' 100' 100 ' CONTRACTOR TO PROVIDE FLAGGERS TO ASSIST PEDESTRIANS THROUGH THE WORK ZONE SEE ABOVE RIGHT FOR DETOUR PLAN 25' 25' CONTRACTOR TO PROVIDE FLAGGERS TO ASSIST PEDESTRIANS THROUGH THE WORK ZONE 250 ' 250 ' T . A . N . S . A . T . B O T H S I D E S O F S T R E E T DETOUR PLAN W H I T E S A G E W A Y P R I V A T E RE D W O O D R D 25 M P H P E C H A N G A P K W Y 2 5 M P H MU I R F I E L D D R 25 M P H CANTERFIEL D D R 25 MPH TE M E C U L A L N 25 M P H VIA C O N S U E L O 25 M P H WOLF C R E E K D R N 30 MP H L O M A L I N D A R D 2 5 M P H B E E C H C T 2 5 M P H LOMA LINDA RD35 MPH DETOUR END M4-8A DETOUR END M4-8A ROAD CLOSED R11-2 ROAD CLOSED R11-2 ROAD CLOSED AHEAD W20-3 DETOUR AHEAD W20-2 ROAD WORK END G20-2 ROAD WORK AHEAD W20-1 ROAD WORK END G20-2 ROAD WORK AHEAD W20-1 ROAD WORK END G20-2 ROAD WORK AHEAD W20-1 ROAD CLOSED AHEAD W20-3 DETOUR AHEAD W20-2 ROAD CLOSED R11-2 DETOUR M4-10R DETOUR M4-10R DETOUR SC3(CA) ROAD CLOSED R11-2 ROAD CLOSED AHEAD W20-3 DETOUR AHEAD W20-2 ROAD CLOSED AHEAD W20-3 DETOUR AHEAD W20-2 DETOUR M4-10L DETOUR M4-10R DETOUR M4-10L DETOUR M4-10L DETOUR M4-10L ROAD CLOSED TO THRU TRAFFIC R11-4 ROAD CLOSED R11-2 OK R60B(CA) LANE CLOSED C30(CA) R3-18 DETOUR SC3 ROAD WORK AHEAD W20-1 CLOSED AHEAD LEFT LANE W20-5L DETOUR AHEAD W20-2 ROAD WORK END G20-2 R3-1 ROAD WORK AHEAD W20-1 ROAD WORK END G20-2 DETOUR M4-10L DETOUR SC3 DETOUR M4-10L DETOUR AHEAD W20-2 DETOUR M4-10R DETOUR SC3 DETOUR AHEAD W20-2 DETOUR M4-10R DETOUR SC3 DETOUR AHEAD W20-2 DETOUR SC3 DETOUR M4-10R PAI N T E D M E D I A N PAIN T E D M E D I A N SEE TYPICAL APPLICATION 28 PER (CA MUTCD) FOR PEDESTRIAN DETOUR PLAN (IF REQUIRED) SEE TYPICAL APPLICATION 28 PER (CA MUTCD) FOR PEDESTRIAN DETOUR PLAN (IF REQUIRED) 3 AT LEAST TWO DAYS UG SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIGALERT Call: TOLL FREE 1-800-227-2600 PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL FOR TRAFFIC CONTROL PLANS VAULT PLACEMENT & RAPID CONNECT LOMA LINDA RD & TEMECULA LN REFERENCE: "TRAFFIC CONTROL PLAN GUIDELINES," REV. 08/04/2021 CONTRACTOR: RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.C.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 5 O-S-PRO TELECOM SOLUTIONS, LLC 2001 3RD ST, SUITE H RIVERSIDE, CA 92507 P.E. YANG HU DANIEL ACOSTA E-Mail: Daniel.Acosta@CrownCastle.com Phone: (949) 930-7457 3 PERMIT NO. LD23-3314 WORK HOURS: MON - FRI 8:30 AM - 3:30 PM ESTIMATED DURATION: 2 DAYS SCALE: 1"=50' 0 50'25' PHASE 1 CONT. (RAPID-CONNECT) EXP. 3/31/24 4 5/15/236/07/23 06/20/23 06/20/23 R.T.E 2647 EX. GATE (ENTRANCE TO GREAT OAK TRAIL) S T O P PECHA N G A P K W Y 45 MP H LO M A L I N D A R D 35 M P H LOMA LI N D A R D 25 MPH DULCE C T 25 MPH R A I S E D M E D I A N STO P GRE A T O A K T R A I L BIKE / P E D E S T R I A N A C C E S S H I C K O R Y P L 2 5 M P H ASPEN WAY25 MPH CONTRACTOR TO PROVIDE FLAGGERS TO ASSIST PEDESTRIANS THROUGH THE WORK ZONE SEE SHEET 5 FOR DETOUR PLAN 4 0 ' 2 3 ' CONTRACTOR TO PROVIDE FLAGGERS TO ASSIST PEDESTRIANS THROUGH THE WORK ZONE C O N T R A C T O R T O P R O V I D E F L A G G E R S T O A S S I S T P E D E S T R I A N S T H R O U G H T H E W O R K Z O N E DETOUR M4-10R 100 ' 3 5 0 ' 3 5 0 ' ROAD CLOSED R11-2 R3-1 DETOUR SC3 ROAD WORK AHEAD W20-1 ROAD WORK G20-2 LANE CLOSED C30(CA) R3-18 ROAD WORK AHEAD W20-1 CLOSED AHEAD LEFT LANE C20(LT) ROAD WORK END G20-2 EXISTING "NO PARKING" PAI N T E D M E D I A N PAI N T E D M E D I A N 1 0 0 ' 10 0 ' 100 ' ONLY R61-19(CA) ONLY ROAD WORK AHEAD W20-1 ROAD WORK END G20-2 ROAD WORK AHEAD W20-1 ROAD WORK END G20-2 DETOUR AHEAD W20-2 ROAD CLOSED AHEAD W20-3 ROAD CLOSED R11-2 3 5 0 ' 3 5 0 ' ROAD WORK END G20-2 ROAD WORK AHEAD W20-1 DETOUR AHEAD W20-2 SEE TYPICAL APPLICATION 28 PER (CA MUTCD) FOR PEDESTRIAN DETOUR PLAN (IF REQUIRED) SEE TYPICAL APPLICATION 28 PER (CA MUTCD) FOR PEDESTRIAN DETOUR PLAN (IF REQUIRED) S E E T Y P I C A L A P P L I C A T I O N 2 8 P E R ( C A M U T C D ) F O R P E D E S T R I A N D E T O U R P L A N (I F R E Q U I R E D ) 4 AT LEAST TWO DAYS UG SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIGALERT Call: TOLL FREE 1-800-227-2600 PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL FOR TRAFFIC CONTROL PLANS VAULT PLACEMENT & RAPID CONNECT LOMA LINDA RD & TEMECULA LN REFERENCE: "TRAFFIC CONTROL PLAN GUIDELINES," REV. 08/04/2021 CONTRACTOR: RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.C.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 5 O-S-PRO TELECOM SOLUTIONS, LLC 2001 3RD ST, SUITE H RIVERSIDE, CA 92507 P.E. YANG HU DANIEL ACOSTA E-Mail: Daniel.Acosta@CrownCastle.com Phone: (949) 930-7457 4 PERMIT NO. LD23-3314 WORK HOURS: MON - FRI 8:30 AM - 3:30 PM ESTIMATED DURATION: 2 DAYS SCALE: 1"=50' 0 50'25' PHASE 2 (RAPID-CONNECT) EXP. 3/31/24 4 5/15/236/07/23 06/20/23 06/20/23 R.T.E 2647 B O T H S I D E S O F S T R E E T 1 6 5 ' 3 0 ' 8 5 ' S H I F T I N G T A P E R ( 1 6 ' L A T E R A L O F F S E T ) STOP STOP ST O P ST O P ST O P STOP SUNF L O W E R W A Y PRIV A T E R D ELDER B E R R Y W A Y PRIVA T E R D EXISTING GATE (ENTRANCE TO TEMECULA LANE COMMUNITY) EXISTING GATE (ENTRANCE TO TEMECULA LANE COMMUNITY) EXISTING GATE (ENTRANCE TO RANCHO SOLEO COMMUNITY) TE M E C U L A L N 25 M P H VIA N U B E S PRI V A T E R D BEEC H C T 25 M P H HICKO R Y P L 25 MP H LOMA L I N D A R D 35 MP H W H I T E S A G E W A Y P R I V A T E RE D W O O D R D 25 M P H P E C H A N G A P K W Y 2 5 M P H MU I R F I E L D D R 25 M P H CANTERFIELD DR 25 MPH TE M E C U L A L N 25 M P H VIA C O N S U E L O 25 M P H AL P I N E P L 25 M P H WOLF C R E E K D R N 30 MP H LOM A L I N D A R D 35 M P H L O M A L I N D A R D 2 5 M P H B E E C H C T 2 5 M P H CONTRACTOR TO PROVIDE FLAGGERS TO ASSIST PEDESTRIANS THROUGH THE WORK ZONE SEE ABOVE RIGHT FOR DETOUR PLAN DETOUR PLAN 3 4 ' 2 3 ' 22' CONTRACTOR TO PROVIDE FLAGGERS TO ASSIST PEDESTRIANS THROUGH THE WORK ZONE CONTRACTOR TO PROVIDE FLAGGERS TO ASSIST PEDESTRIANS THROUGH THE WORK ZONE 6 5 ' S H I F T I N G T A P E R FLAGGERS TO TEMPORARILY STOP TRAFFIC AT INTERSECTION FOR DURATION OF RAPID-CONNECT CUT ACROSS LOMA LINDA RD (APPROX. 3 - 5 MINUTES) 5 6 ' BIKE L A N E PAR K I N G 1 0 0 ' 1 0 0 ' 1 0 0 ' BIKE L A N E SIDE W A L K 1 0 0 ' 12' 100 ' T . A . N . S . A . T . T . A . N . S . A . T . 85' S H O U L D E R TAP E R 250' SIDE W A L K BIKE L A N E 250' 250' NOTE VEHICLE STOPPAGE TO KEPT TO A MINIMUM AND TO BE COORDINATED IN ADVANCE WITH TRAFFIC ENGINEERING DIVISION. NOTE FLAGGERS TO CONTROL TRAFFIC FOR THIS PHASE OF CONSTRUCTION AND ARE TO REMAIN IN CONSTANT COMMUNICATION. ROAD WORK AHEAD W20-1 C9A(CA) PREPARED BE TO STOP W3-4 W1-3R C9A(CA) PREPARED BE TO STOP W3-4 RIGHT KEEP R4-7A W6-4 ROAD WORK END G20-2 ROAD WORK AHEAD W20-1 W1-3L ROAD WORK AHEAD W20-1 ROAD WORK END G20-2 W6-4 ROAD WORK END G20-2 ROAD WORK AHEAD W20-1 ROAD WORK END G20-2 CLOSED SHOULDER C30A (CA) CLOSED SHOULDER C30A (CA) LANE CLOSED BIKE C30(BIKE) BIKE LANE CLOSED AHEAD C20(BIKE) ROAD WORK AHEAD W20-1 C9A(CA) PREPARED BE TO STOP W3-4 ROAD WORK END G20-2 RIGHT KEEP R4-7A T . A . N . S . A . T . RIGHT KEEP R4-7A EXISTING "NO PARKING" PAI N T E D M E D I A N PAI N T E D M E D I A N PAIN T E D M E D I A N 37' DETOUR SC3 DETOUR SC3 DETOUR AHEAD W20-2 DETOUR AHEAD W20-2 DETOUR AHEAD W20-2 ROAD CLOSED AHEAD W20-3 R3-1 R3-2 DETOUR M4-10R DETOUR M4-10R DETOUR M4-10R DETOUR END M4-8A DETOUR END M4-8A DETOUR M4-10R ROAD CLOSED R11-2 DETOUR M4-10L DETOUR M4-10L 100' SEE TYPICAL APPLICATION 28 PER (CA MUTCD) FOR PEDESTRIAN DETOUR PLAN (IF REQUIRED) SEE TYPICAL APPLICATION 28 PER (CA MUTCD) FOR PEDESTRIAN DETOUR PLAN (IF REQUIRED) SEE TYPICAL APPLICATION 28 PER (CA MUTCD) FOR PEDESTRIAN DETOUR PLAN (IF REQUIRED) 5 SCALE: 1"=50' 0 50'25' AT LEAST TWO DAYS UG SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE YOU DIG DIGALERT Call: TOLL FREE 1-800-227-2600 PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL FOR TRAFFIC CONTROL PLANS VAULT PLACEMENT & RAPID CONNECT LOMA LINDA RD & TEMECULA LN REFERENCE: "TRAFFIC CONTROL PLAN GUIDELINES," REV. 08/04/2021 CONTRACTOR: RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.C.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 5 O-S-PRO TELECOM SOLUTIONS, LLC 2001 3RD ST, SUITE H RIVERSIDE, CA 92507 P.E. YANG HU DANIEL ACOSTA E-Mail: Daniel.Acosta@CrownCastle.com Phone: (949) 930-7457 5 PERMIT NO. LD23-3314 WORK HOURS: MON - FRI 8:30 AM - 3:30 PM ESTIMATED DURATION: 2 DAYS PHASE 2 CONT. (RAPID-CONNECT) EXP. 3/31/24 4 5/15/236/07/23 06/20/23 06/20/23 R.T.E 2647 Land Development Encroachment Permit 41000 Main Street Temecula, Ca 92590 Phone: 951-694-6444 www.temeculaca.gov R:\LAND DEVELOPMENT DIVISION\Forms\Permit Applications\Word\Encroachment Permit App.docx Page 1 of 2 Revised: 12/10/2021 APPLICATION INFORMATION 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 a set of Construction Drawings, Traffic Control Plans, proof of City Business License for all parties working within the city right-of-way, 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 damage to persons or property happening or occurring as a proximate result of any work undertaken 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 ENCROACHMENT PERMIT. Proof of coverage shall be by certificate (Accord or equivalent) naming the City of Temecula as certificate holder and the minimum Loma Linda Rd & Temecula Ln OPSWO44120CA-IEUFO01-TMC 05/22/2023 05/23/2023 PILOT PROJECT: TCP Device & Sign Placement within the City of Temecula for Installation of 1965' of Underground Fiber Optic Cable via Rapid Connect x LD23-3314 CLEARED BY CITY OF TEMECULA PUBLIC WORKS david.pina 05/23/2023 05/23/2023 05/23/2023 05/23/20 Land Development Encroachment Permit 41000 Main Street Temecula, Ca 92590 Phone: 951-694-6444 www.temeculaca.gov R:\LAND DEVELOPMENT DIVISION\Forms\Permit Applications\Word\Encroachment Permit App.docx Page 2 of 2 Revised: 12/10/2021 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 #: O-S-Pro Telecom Solutions LLC. C/o Crown Castle Fiber LLC. 200 Spectrum Center Drive Suite 1800 Nolan Mendoza 714-797-6090 NolanM@OSPros.net 05/08/2023 Crown Castle Fiber LLC. 200 Spectrum Center Drive Suite 1800 Daniel Acosta 951-212-9844 951-212-9844