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HomeMy WebLinkAboutLD23-7330Permit Number: LD23-7330 LD - Utilities/ Excavation - Parallel Issued: 01/29/2024 Expired: 01/21/2025 Job Address: 27715 Jefferson Ave 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 Nikki Sannicolas 4280 Latham St, Suite G Riverside, CA 92501 Applicant: Veronica Barrozo 2042 S. Grove Ave Ontario, CA 91761 (909) 721-3785 Contractor: Utility Work Order Number: PID #4987870 Description: Charter; Bore and pull conduit; WO PID #4987870 Work Hours: Sunday - Thursday 9PM - 5AM Location: 27715 Jefferson Ave Scope of Work: Tie into existing pedestal pull thru from pedestal to existing vaults. Pull thru from existing vault to vault. Bore from vault. Bore from vault to private property. All facilities shall be installed in accordance with City Standard Drawing 117. Traffic Control shall be in accordance with approved Traffic Control Plan LD23-7330 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: LD23-7330 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: LD23-7330 LD - Utilities/ Excavation - Parallel City Engineer or Authorized Representative Date 01/29/2024 Page 3 of 3 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD DATE (MM/DD/YYYY) PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY)(MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGG $JECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person)$ OWNED SCHEDULED BODILY INJURY (Per accident)$AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE $ CLAIMS-MADE AGGREGATE $ DED RETENTION $$ PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMIT $DESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 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. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORDACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE Lockton Companies 444 W. 47th Street, Suite 900 Kansas City MO 64112-1906 (816) 960-9000 kcasu@lockton.com HHS CONSTRUCTION, LLC 2042 S. GROVE AVE. ONTARIO CA 91761 - Hartford Casualty Insurance Company 29424 Hartford Fire Insurance Company 19682 Twin City Fire Insurance Company 29459 X X 1,000,000 300,000 10,000 1,000,000 2,000,000 2,000,000 X X X X $1,000,000 XXXXXXX XXXXXXX XXXXXXX XXXXXXX X X X 10,000 10,000,000 10,000,000 XXXXXXX XXXXXXX XXXXXXX XXXXXXX C 37 UENOL5831 9/30/2023 9/30/2024 A 37 ECS0L5825 9/30/2023 9/30/2024 B 37XHUOL5832 9/30/2023 9/30/2024 NOT APPLICABLE 9/30/2024 1451971 N N N N N N 8/31/2023 16271358 16271358 XXXXXXX CITY OF TEMECULA 41000 MAIN STREET TEMECULA CA 92590 RE: ALL OPERATIONS PERFORMED BY THE NAMED INSURED DURING THE CURRENT POLICY PERIOD. EXCEPT 10 DAYS NOTICE OF CANCELLATION OF NON-PAYMENT OF PREMIUM; SHOULD THIS POLICY BE CANCELLED BEFORE THE EXPIRATION DATE, LOCKTON COMPANIES WILL MAIL 30 (THIRTY) DAYS WRITTEN NOTICE TO THOSE CERTIFICATE HOLDERS WHICH REQUIRE SUCH ACTION PER CONTRACT OR AGREEMENT. X X CLEARED BY CITY OF TEMECULA PUBLIC WORKS david.pina 12/20/2023 12/20/2023 12/20/2023 12/20/20 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 1 of 2 Revised: 06/16/2020 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 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 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. X Tie into existing pedestal pull thru from pedestal to existing vaults. Pull thru from existing vault to vault. Bore from vault. 27715 Jefferson Ave PID # 4987870 1/4/2024 1/12/2024 Bore from vault to private property. CLEARED BY CITY OF TEMECULA PUBLIC WORKS david.pina 12/20/2023 12/20/2023 12/20/2023 12/20/20 LD23-7330 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: 06/16/2020 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 approac h 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 #: 7337 Central Ave, Riverside, CA 92504 permits@unitedfibercomm.com Charter 11/28/2023 951-742-5836 HHS 2042 S. Grove Ave Ontario, CA 91761 Veronica Barrozo (909) 721-3785 (909) 721-3785 81890 6 A, B, C-7, C10, C31 049178 Melissa Contreras 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 INFORMATIONSTAMP/ SIGN PLAN FOR TRAFFIC CONTROL PLANS UNDERGROUND CONSTRUCTION 27715 JEFFERSON AVE PERMIT NO. LD-237330 CONTRACTOR: RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 2647 Spectrum Charter ENGINEERING CONSTRUCTION 5 VICINITY MAP REFERENCE: "TRAFFIC CONTROL PLAN GUIDELINES", REV. 1/14/20 TRAFFIC CONTROL PLANS FOR UNDERGROUND CONSTRUCTION 27715 JEFFERSON AVE,AREA MAP: TRAFFIC CONTROL GENERAL NOTES (REV'D. 08/26/20): 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. JOB SITE 1 EXISTING NO TURN LANE FLASHING ARROW SIGN TRAILER (TYP.) 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 TRAFFIC CONE FLASHING ARROW SIGN (FAS) EXISTING TURN ONLY LANE BARRICADE WORK ZONE (FAS) TRAFFIC SIGNAL HIGH LEVEL WARNING DEVICE (WITH CALTRANS & MUTCD CODE) SIGN (WITH CALTRANS CODE) TRAFFIC FLOW DIRECTION FLAGGER S (HLWD) HIGH LEVEL WARNING DEVICE TRAFFIC CONE POST TUBE LANE CLOSED ROAD 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) L WOS DAEHA (CMS) CHANGEABLE MESSAGE SIGN TRAILER (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 MISCELLANEOUS DEVICES DETAIL SHEET LEGENDREGULATORY SIGNS CONE SPACING - 25' MAXIMUM STOP TEMECULA, CA 92590 NO SCALE WORKING HOURS SUNDAY - THURSDAY NOTE: WORK DURATION: 1-2 DAYS 9:00 P.M. - 5:00 A.M. SCOPE OF WORK: TIE INTO EXISTING PEDESTAL. PULL THRU FROM PEDESTAL TO EXISTING VAULTS.BORE/ TRENCH FROM VAULT TO PRIVATE PROPERTY. 12/27/2023 awa8005 01/17/24 01/17/24 F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F.O . C . F. O . C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F. 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C . 250 ' 139 ' 123' BUFF E R 2 5 0 ' 2 5 0 ' 270' S D W DW DW W20-1 AHEAD ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK G20-2 END ROAD WORK S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E R A I S E D M E D I A N R A I S E D M E D I A N LAN D S C A P E LAN D S C A P E G20-2 END ROAD WORK W20-1 AHEAD ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E G20-2 END ROAD WORK W20-1 AHEAD ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK SID E W A L K SIDE W A L K W20-1 AHEAD ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK C20(CA) (RT) CLOSED RIGHT LANE AHEAD LANE C30 (CA) CLOSED R3-6(R) 1 1 ' 1 2 ' 40 M P H OV E R L A N D D R 40M P H JEF F E R S O N A V E 30M P H OVE R L A N D D R D W 250 ' P A I N T E D M E D I A N G20-2 END ROAD WORK 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 INFORMATIONSTAMP/ SIGN PLAN FOR TRAFFIC CONTROL PLANS UNDERGROUND CONSTRUCTION 27715 JEFFERSON AVE PERMIT NO. LD-237330 CONTRACTOR: RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 2647 Spectrum Charter ENGINEERING CONSTRUCTION 5 2 WORKING HOURS SUNDAY - THURSDAY NOTE: WORK DURATION: 1-2 DAYS 9:00 P.M. - 5:00 A.M. PHASE 1 OF 4 SCALE: 1"=50' 0 20' 40' 60' SCOPE OF WORK: TIE INTO EXISTING PEDESTAL. PULL THRU FROM PED TO EXISTING VAULTS. 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 CONTRACTOR SHALL MAINTAIN 5' PEDESTRIAN ACCESS AT ALL TIMES OR PROVIDE FLAGGER TO ASSIST PEDESTRIANS THROUGH WORK AREA DURING ALL WORK HOURS 12/27/2023 awa8005 01/17/24 01/17/24 2 5 0 ' S R A I S E D M E D I A N LAN D S C A P E LAN D S C A P E S I D E W A L K L A N D S C A P E W20-1 AHEAD ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK G20-2 END ROAD WORK S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E 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 P A I N T E D M E D I A N LANE BIKE C30 (BIKE) CLOSED LANE BIKE C30 (BIKE) CLOSED D W D W D W D W D W P A I N T E D M E D I A N R9-11(R) CROSS HERE SIDEWALK CLOSED AHEAD R9-9 CLOSED SIDEWALK D W 8' 12' 12' S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E 4 0 M P H J E F F E R S O N A V E 3 0 M P H O V E R L A N D D R 4 0 M P H O V E R L A N D D R 8' 13' 8'13' F . O . C . F.O . C . F. O . C . F.O. C . F.O. C . F. O . C . F.O.C. F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F.O.C. F.O.C . 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 R / W R / W R / W R / W R / W R / W V V V S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E 7 ' 7 ' 7 '8' D W P A I N T E D M E D I A N 3 0 5 ' B U F F E R 1 6 0 ' S H I F T I N G T A P E R 2 5 0 ' W16-1 ROAD SHARE THE W11-1 LANE BIKE C30 (BIKE) CLOSED L A N D S C A P E L A N D S C A P E S I D E W A L K LANE BIKE C30 (BIKE) CLOSED LANE BIKE C30 (BIKE) CLOSED D W D W D W DW DW P A I N T E D M E D I A N R9-9 CLOSED SIDEWALK L A N D S C A P E S I D E W A L K D W LA N D S C A P E SI D E W A L K SI D E W A L K LA N D S C A P E 12' 12' SIDEW A L K LANDSCA P E P A I N T E D M E D I A N S I D E W A L K L A N D S C A P E 4 0 M P H J E F F E R S O N A V E 8'12' F . O . C . F . O . C . F. O . C . F. O . C . F. O . C . F. O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . 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 R/ W R / W R / W R / W R / W R / W R / W R / W R / W V V S I D E W A L K L A N D S C A P E 7 ' 7 ' 8' 8' S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E D W D W D W L A N D S C A P E L A N D S C A P E P A I N T E D M E D I A N 2 5 0 ' 2 5 0 ' W20-1 AHEAD ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK S I D E W A L K G20-2 END ROAD WORK R9-11(L) CROSS HERE SIDEWALK CLOSED AHEAD P A I N T E D M E D I A N S I D E W A L K L A N D S C A P E W5-1 ROAD NARROWS F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . 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 F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O. C . F.O.C. F. O . C . D W S 30 M P H VIA M O N T E Z U M A R / W R/ W R/ W R/ W R/ W D W D W D W D W NARROW C12 LANE 2 5 0 ' CLOSED BIKE LANE AHEAD W20-5 (BIKE) SI D E W A L K SI D E W A L K 250 ' W20-1 AHEAD ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK G20-2 END ROAD WORK DW LAN D S C A P E SID E W A L K P A I N T E D M E D I A N 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 INFORMATIONSTAMP/ SIGN PLAN FOR TRAFFIC CONTROL PLANS UNDERGROUND CONSTRUCTION 27715 JEFFERSON AVE PERMIT NO. LD-237330 CONTRACTOR: RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 2647 Spectrum Charter ENGINEERING CONSTRUCTION 5 3 SCALE: 1"=50' 0 20' 40' 60' SCOPE OF WORK: PULL THRU FROM EXISTING VAULT TO VAULT. 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 A MATC H L I N E A - A A A MATC H L I N E A - A A B MATCH L I N E B - B B B MATCH L I N E B - B B WORKING HOURS SUNDAY - THURSDAY NOTE: WORK DURATION: 1-2 DAYS 9:00 P.M. - 5:00 A.M. PHASE 2 OF 4 12/27/2023 awa8005 01/17/24 01/17/24 F.O.C. F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F . O . C . F. O . C . F. O . C . F. O . C . F. O . C . W20-1 AHEAD ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK CLOSED BIKE LANE AHEAD W20-5 (BIKE) W16-1 ROAD SHARE THE W11-1 S D W D W D W D W D W S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E D W D W D W L A N D S C A P E L A N D S C A P E P A I N T E D M E D I A N LANDSCAPEL A N D S C A P E S I D E W A L K P A I N T E D M E D I A N S I D E W A L K L A N D S C A P E 3 0 5 ' BU F F E R 1 6 0 ' S H I F T I N G T A P E R 250 ' W20-1 AHEAD ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK G20-2 END ROAD WORK G20-2 END ROAD WORK LAN D S C A P E LAN D S C A P E LAN D S C A P E SID E W A L K DW 2 5 0 ' 2 5 0 ' L A N D S C A P E L A N D S C A P E SI D E W A L K L A N D S C A P E L A N D S C A P E LANE BIKE C30 (BIKE) CLOSED R9-11(L) CROSS HERE SIDEWALK CLOSED AHEAD 12' 8' 4 0 M P H J E F F E R S O N A V E 30MPH V I A M O N T E Z U M A W5-1 ROAD NARROWS NARROW C12 LANE SI D E W A L K 25 0 ' D W P A I N T E D M E D I A N F. O . C . F. O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F. O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . SHARE THE D W D W L A N D S C A P E L A N D S C A P E P A I N T E D M E D I A N L A N D S C A P E L A N D S C A P E S I D E W A L K D W DW D W DW LA N D S C A P E SI D E W A L K SI D E W A L K LA N D S C A P E 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 L A N D S C A P E 2 5 0 ' W20-1 AHEAD ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK G20-2 END ROAD WORK 3 0 5 ' B U F F E R 1 6 0 ' S H I F T I N G T A P E R LANE BIKE C30 (BIKE) CLOSED R9-9 CLOSED SIDEWALK R9-11(R) CROSS HERE SIDEWALK CLOSED AHEAD PLACE SIGN AT CROSS STREET OVERLAND DR 12' 8' 12' 8' 4 0 M P H J E F F E R S O N A V E 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 INFORMATIONSTAMP/ SIGN PLAN FOR TRAFFIC CONTROL PLANS UNDERGROUND CONSTRUCTION 27715 JEFFERSON AVE PERMIT NO. LD-237330 CONTRACTOR: RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 2647 Spectrum Charter ENGINEERING CONSTRUCTION 5 4 SCALE: 1"=50' 0 20' 40' 60' SCOPE OF WORK: PULL THRU FROM EXISTING VAULT TO VAULT. BORE FROM VAULT. WORKING HOURS SUNDAY - THURSDAY NOTE: WORK DURATION: 1-2 DAYS 9:00 P.M. - 5:00 A.M. PHASE 3 OF 4 C MATCH L I N E C - C C C MATCH L I N E C - C C 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 12/27/2023 awa8005 01/17/24 01/17/24 F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F. O . C . F.O.C. F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F.O.C. F.O. C . F.O. C . F.O. C . F.O. C . F.O. C . F.O . C . F.O . C . F.O . C . F.O . C . F.O . C . F. O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . S R A I S E D M E D I A N LAN D S C A P E LAN D S C A P E S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E 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 D W D W D W D W S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E 270' D W D W DW DW R A I S E D M E D I A N LAN D S C A P E G20-2 END ROAD WORK W20-1 AHEAD ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK 1 1 0 ' S H I F T I N G T A P E R 2 5 0 ' 2 5 0 ' 3 1 0 ' 2 5 0 ' C20(CA) (RT) CLOSED RIGHT LANE AHEAD W4-2(R) W16-1 ROAD SHARE THE W11-1 CLOSED BIKE LANE AHEAD W20-5 (BIKE) W20-1 AHEAD ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK R9-11(L) CROSS HERE SIDEWALK CLOSED AHEAD 250' SIDE W A L K W20-1 AHEAD ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK G20-2 END ROAD WORK G20-2 END ROAD WORK P A I N T E D M E D I A N 30M P H OVE R L A N D D R 40M P H OVE R L A N D D R 4 0 M P H J E F F E R S O N A V E F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F. O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F. O . C . F. O . C . F.O.C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F . O . C . F. O . C . F. O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F. O . C . F. O . C . F. O . C . 3 0 5 ' B U F F E R PAINTED MEDI A N D W D W D W D W DW S I D E W A L K L A N D S C A P E L A N D S C A P E S I D E W A L K D W LA N D S C A P E SI D E W A L K SI D E W A L K LA N D S C A P E S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E 3 2 0 ' M E R G I N G T A P E R 1 1 0 ' S H I F T I N G T A P E R 2 5 0 ' LANE C30 (CA) CLOSED LANE BIKE C30 (BIKE) CLOSED W16-1 ROAD SHARE THE W11-1 P A I N T E D M E D I A N PA I N T E D M E D I A N PA I N T E D M E D I A N 20' 11' 4 0 M P H J E F F E R S O N A V E F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . L A N D S C A P E L A N D S C A P E S I D E W A L K D W DW LA N D S C A P E SI D E W A L K P A I N T E D M E D I A N S I D E W A L K L A N D S C A P E 2 5 0 ' W20-1 AHEAD ROAD WORK AHEAD ROAD WORK AHEAD ROAD WORK G20-2 END ROAD WORK R9-9 CLOSED SIDEWALK R9-11(R) CROSS HERE SIDEWALK CLOSED AHEAD PLACE SIGN AT CROSS STREET VIA MONTEZUMA PA I N T E D M E D I A N PA I N T E D M E D I A N SI D E W A L K LA N D S C A P E 11' 20' 40MPH JEFFE R S O N A V E 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 INFORMATIONSTAMP/ SIGN PLAN FOR TRAFFIC CONTROL PLANS UNDERGROUND CONSTRUCTION 27715 JEFFERSON AVE PERMIT NO. LD-237330 CONTRACTOR: RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 2647 Spectrum Charter ENGINEERING CONSTRUCTION 5 5 SCALE: 1"=50' 0 20' 40' 60' D MATC H L I N E D - D D D MATC H L I N E D - D D E MATCHLINE E-E E E MATCHLINE E-E E SCOPE OF WORK: BORE FROM VAULT TO PRIVATE PROPERTY WORKING HOURS SUNDAY - THURSDAY NOTE: WORK DURATION: 1-2 DAYS 9:00 P.M. - 5:00 A.M. PHASE 4 OF 4 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 12/27/2023 awa8005 01/17/24 01/17/24 or Call USA 2 Working Days Before You Dig For Underground Locating 1-800-422-4133 UNDERGROUND SERVICE ALERT 1-800-227-2600 Spectrum Charter ENGINEERING CONSTRUCTION PROJECT#4987870 ADDRESS: DATE:12/26/23 OF 3 4987870 JEFFERSON AVE TEMECULA, CA 92590 VICINITY MAP N.T.S. WORK AREA CITY OF TEMECULA JEFFERSON AVE AND OVERLAND DR EXCAVATION PLAN 1 TOTAL EXC: 1-3" CONDUIT: 2-3" CONDUIT: DIRT TRENCH: ASPHALT TRENCH: BORE: CONCRETE CUT: 0 FT PROJECT TOTALS: POTHOLE: 24"x36" VAULTS: 11"x17" VAULTS: 1-2" CONDUIT: SIDEWALK TRENCH: BORE PIT:0 FT 98 FT 0 QT 0 QT 98 FT 2 FT 0 FT 11 FT 5 QT 1 QT 70 SQFT 85 FT OVE R L A N D D R J E F F E R S O N A V E PERMIT NO. LD-237330 CLEARED BY CITY OF TEMECULA PUBLIC WORKS david.pina 01/16/2024 01/16/2024 01/16/2024 01/16/20 or Call USA 2 Working Days Before You Dig For Underground Locating 1-800-422-4133 UNDERGROUND SERVICE ALERT 1-800-227-2600 Spectrum Charter ENGINEERING CONSTRUCTION PROJECT#4987870 ADDRESS: DATE:12/26/23 OF 3 4987870 JEFFERSON AVE TEMECULA, CA 92590 LEGEND VAULT PED FH MANHOLE GAS VALVE POLES STREETLIGHTS TREES WATER GAS ELECTRIC TELCO SEWER STORM DRAIN W W W W G G G E E E TELCO TELCO TELCO S S S SD SD SD SD CENTER LINE RIGHT OF WAY CURB & GUTTER BOUNDARY LINE C/L C/LV BORE LINE TRENCH LINE BORE PITS POTHOLES EX. VAULT V ADA RAMP CATV CATV CATV CONCRETE HATCHWATER VALVE POWER VENT BP PH PED R/W R/W 2 CITY OF TEMECULA SITE PLAN 27715 JEFFERSON AVE Z:\ENGINEERING\DOCS\CITY REQUIREMENTS\RIVERSIDE COUNTY\City of Temecula\DRAFTING INFO\PDF Images\Utility Plan General Notes_20220319022621875313fec1eb.pngLand Development Utility Plan General Notes 41000 Main Street Temecula, CA 92590 Phone: 951-694-6444 www.temeculaca.gov Utility Construction/Site plans shall be submitted for review and include the following, but not be limited to: 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: Utility Plan General Notes.docx Page 1 of 1 Revised: 03/19/2022 24" 3" 18" 33 5 8 " 261 4" 38 1 8 " 35 5 8 " MFG LOGO CUSTOMER LOGO LIFT PIN (2X) COVER BOLT DOWN (4X) POLYMER CONCRETE BOX (WITH OPEN BOTTOM) POLYMER CONCRETE COVER (WITH NON-SKID SURFACE) 24"X36" VAULT 22" VARIES 36 " MI N C O V E R 24" MIN. IF NOT USING SLURRY BACKFILL 6" MIN 6" MIN CONTRACTOR TO VERIFY DEPTH OF ALL UTILITY CROSSINGS AND KEEP A MIN OF 12" CLEARANCE 12 " MI N . NATIVE SOIL BACKFILL @ 90% COMPACTION CHARTER PVC CONDUIT SIDEWALK TO BE REPLACED FROM SCORE LINE TO SCORE LINE EXISTING CONC. S.W. SIDEWALK TRENCH DETAIL N.T.S. VARIES 36 " MI N C O V E R VARIES 3" MIN 3" MIN CONTRACTOR TO VERIFY DEPTH OF ALL UTILITY CROSSINGS AND KEEP A MIN OF 12" CLEARANCE 12 " MI N . NATIVE SOIL BACKFILL @ 90% COMPACTION CHARTER PVC CONDUIT LANDSCAPE TO BE REPLACED TO ORIGINAL SURFACE EXISTING CONC. S.W. LANDSCAPE TRENCH DETAIL N.T.S. 6" VARIES 36 " MI N C O V E R 6" 18"MIN ASPHALT BORE PIT/POTHOLE DETAIL N.T.S. 3" MIN 3" MIN *REMOVE AND REPLACE EXISTING A.C. IF REMNANT IS 2' OR LESS AND REPLACE CURB & GUTTER CONTRACTOR TO VERIFY DEPTH OF ALL UTILITY CROSSINGS AND KEEP A MIN OF 12" CLEARANCE SAWCUT EDGES 12 " MI N . 12" A.B. @ 95% COMPACTION NATIVE SOIL BACKFILL @ 90% COMPACTION *NOTE: WHERE CUT IS 24" OR LESS FROM THE EDGE OF AN EXISTING PATCH, CURB & GUTTER, CONCRETE PAVEMENT, CONCRETE CROSSWALKS AND/OR DECORATIVE PAVERS, REMOVE THE EXISTING A.C. BETWEEN THE CUT AND THIS EDGE AND REPLACE. CHARTER PVC CONDUIT EXISTING ASPHALT AT A MIN. MATCH EXISTING ASPHALT THICKNESS VARIES 36 " MI N C O V E R VARIES 3" MIN 3" MIN CONTRACTOR TO VERIFY DEPTH OF ALL UTILITY CROSSINGS AND KEEP A MIN OF 12" CLEARANCE 12 " MI N . NATIVE SOIL BACKFILL @ 90% COMPACTION CHARTER PVC CONDUIT SIDEWALK TO BE REPLACED FROM SCORE LINE TO SCORE LINE EXISTING CONC. S.W. SIDEWALK BORE PIT/POTHOLE DETAIL N.T.S. PERMIT NO. LD-237330 F . O . C . F . O . C . F . O . C . F.O . C . F. O . C . F.O. C . F.O. C . F.O. C . F.O. C . F. O . C . F.O.C. F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F.O.C. R / W R / W R/W R / W R / W R/W R/W F.O. C . F.O. C . F.O . C . F. O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . 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 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 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z V Z S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T A T & T 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 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 C / L C / L C/L C/L C/L C/L PED V V CA T V CA T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V C A T V R A I S E D M E D I A N 38' 38' 6'6'12' 76' 6' 6'12' 100' S I D E W A L K L A N D S C A P E S I D E W A L K L A N D S C A P E 2 2 ' 2 2 ' 1 1 ' 1 1 ' 4 4 ' 6 6 ' LAN D S C A P E LAN D S C A P E SIDE W A L K L A N D S C A P E S I D E W A L K S I D E W A L K L A N D S C A P E 47' LAN D S C A P E TIE INTO EXISTING PEDESTAL D / W D / W D / W EXISTING VAULT EXISTING VAULT CONTRACTOR TO PULL NEW CABLE THRU EXISTING CONDUIT CONTRACTOR TO PULL NEW CABLE THRU EXISTING CONDUIT S I D E W A L K L A N D S C A P E L A N D S C A P E S I D E W A L K 09+ 0 0 0 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 2 5 + 0 0 2 6 + 0 0 C/L STA: C/L STA: 10+00 OVERLAND DR 20+00 JEFFERSON AVE 33' 7 1 ' F . O . C . F . O . C . R / W G G G G E E E E E E E E A T & T A T & T GGG C A T V C A T V VBP 47' 9'4 ' F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F. O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . F . O . C . 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O . C . F . O . C . F . O . C . F . O . C . F . O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F . O . C . F . O . C . F . O . C . F. O . C . F. O . C . F . O . C . F . O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F. O . C . F . O . C . F. O . C . F. O . C . F . O . C . 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 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G VZ VZ VZ VZ V Z V Z V Z V Z V Z V Z VZ VZ VZ VZ VZ VZ VZ VZ VZ VZ VZ VZ VZ VZ VZ VZ VZ V Z V Z V Z V Z V Z V Z S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S TE L C O T E L C O T E L C O T E L C O T E L C O T E L C O T E L C O TE L C O TE L C O TE L C O TE L C O TE L C O TE L C O TE L C O TE L C O TE L C O TE L C O TE L C O TE L C O T E L C O T E L C O T E L C O T E L C O E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E AT & T AT & T A T & T A T & T A T & T AT & T AT & T AT & T AT & T AT & T AT & T AT & T AT & T AT & T AT & T A T & T A T & T 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 C / L GGGGGGG S S S S S S S S S WW C A T V CA T V C A T V C A T V C A T V C A T V C A T V CA T V CA T V CA T V CA T V CA T V CA T V CA T V CA T V CA T V CA T V GGGGGGG VBP PHPHPHPH D / W D/ W D/ W D / W 38' 38' 12' 12' 76' 100' TIE INTO EXISTING PEDESTAL EX.VT - BP 1 2" 13' TRENCH BP - R/W 1 2" 85' BORE STUB OUT TO PRIVATE PROPERTY PH L A N D S C A P E SI D E W A L K LA N D S C A P E L A N D S C A P E SI D E W A L K LA N D S C A P E LA N D S C A P E SI D E W A L K SI D E W A L K REMOVE AND RESTORE SIDEWALK 3 3 + 0 0 34 + 0 0 35 + 0 0 3 6 + 0 0 70 SQFT LA N D S C A P E or Call USA 2 Working Days Before You Dig For Underground Locating 1-800-422-4133 UNDERGROUND SERVICE ALERT 1-800-227-2600 Spectrum Charter ENGINEERING CONSTRUCTION PROJECT#4987870 ADDRESS: DATE:12/26/23 OF 3 4987870 JEFFERSON AVE TEMECULA, CA 92590 LEGEND VAULT PED FH MANHOLE GAS VALVE POLES STREETLIGHTS TREES WATER GAS ELECTRIC TELCO SEWER STORM DRAIN W W W W G G G E E E TELCO TELCO TELCO S S S SD SD SD SD CENTER LINE RIGHT OF WAY CURB & GUTTER BOUNDARY LINE C/L C/LV BORE LINE TRENCH LINE BORE PITS POTHOLES EX. VAULT V ADA RAMP CATV CATV CATV CONCRETE HATCHWATER VALVE POWER VENT BP PH PED R/W R/W 3 CONTRACTOR TO POT HOLE FOR EXIST. DEPTH OF UTILITIES CONDUIT PRIOR TO START OF CONSTRUCTION. CONTRACTOR TO REMOVE & REPLACE DAMAGED CONCRETE & MATCH EXISTING LANDSCAPE TO THE SATISFACTION OF THE CITY RESIDENT ENGINEER. MAT C H L I N E S T A 2 5 + 2 5 SEE U P P E R R I G H T DETAIL A DETAIL A LOCATION 47' E OF JEFFERSON AVE C/L @ STA 35+12 SIZE N.T.S. SCOPE OF WORK: TIE INTO EXISTING PEDESTAL. PULL THRU FROM PEDESTAL TO EXISTING VAULT. ACCESS EXISTING VAULT. TRENCH/ BORE FROM VAULT TO STUB OUT. MATCHLINE S T A 3 2 + 6 0 SEE UPPER R I G H T SEE LOWER L E F T MATCHLINE S T A 3 2 + 6 0 SEE L O W E R L E F T MAT C H L I N E S T A 2 5 + 2 5 NORTHSCALE 1"-40' PERMIT NO. LD-237330