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HomeMy WebLinkAboutLD23-5043Permit Number: LD23-5043 LD - Utilities/ Access to Utility Agency Facilities Issued: 09/05/2023 Expired: 03/04/2024 Job Address: 40495 Winchester Rd 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 Frontier California Inc. 401 Merritt 7 Norwalk, CT 06851 (000) 000-0000 Applicant: Gulbranson Services Inc. 15371 Bonanza Rd Unit A, Victorville, CA 92392 (760) 843-0330 Contractor: Utility Work Order Number: 70147-5332816 Description: Frontier 70147-5332816 WORK HOURS SHALL BE SUNDAY – THURSDAY, NO HOLIDAYS, 9:00pm – 5:00am Location: MH438 - Ynez Rd SW/S 215' NW/O Winchester Rd MH935 - Ynez Rd E/S 125' N/O Promenade Mall S MH1349 - Margarita Rd SW/S 300' SE/O Winchester Rd Proposed work: Access three (3) manholes as shown on Frontier "SITE PLAN 40495 WINCHESTER AVE, LD23-5043" All facilities shall be installed in accordance with City Standard Drawing 117. Traffic Control shall be in accordance with approved Traffic Control Plan LD23-5043 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. Page 1 of 3 Permit Number: LD23-5043 LD - Utilities/ Access to Utility Agency Facilities 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 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. Page 2 of 3 Permit Number: LD23-5043 LD - Utilities/ Access to Utility Agency Facilities Permitee Date City Engineer or Authorized Representative Date 09/05/2023 Page 3 of 3 CONTRACTOR: FOR CITY USE ONLY: DRAWING NO. SHEET OF 3 SHEET CITY OF TEMECULA PUBLIC WORKS 70147-5332816 ENGINEER'S INFORMATION D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 MARK REVISIONS BY APPR.DATE CONTRACTOR: FOR CITY USE ONLY: DRAWING NO. SHEET OF CITY OF TEMECULA PUBLIC WORKS ENGINEER'S INFORMATION D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 MARK REVISIONS BY APPR.DATE ENGINEER'S INFORMATIONCONTRACTOR: MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY: SITE PLANS FOR 40495 WINCHESTER RD DRAWING NO. SHEET OF D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 WIN C H E S T E R R D Y N E Z R D 1 3 + 0 0 1 2 + 0 0 1 1 + 0 0 1 0 + 0 0 9 + 0 0 51+ 0 0 49+ 0 0 50+ 0 0 7 1 ' 7 1 ' 1 4 2 ' 8 0 ' 8 0 ' 1 6 0 ' 62' 62' 124 ' 75' 75' 150 ' 42' 44' 86' 52' 52' 104 ' 42' 71' 71' 142' 80' 80' 160' 62' 62' 124' 75' 75' 150' 42' 44' 86' 52' 52' 104' 54' 54'108' 75' 75' 150' 37' 37' 74' 20' 20' 40' 22' 22' 44' 42' 63' SITE PLAN 40495 WINCHESTER RD 1FRONTIER ENGINEER: RAUL RIVAS 909-406-3178 VICINITY MAP 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. SCALE: 1"=60' CL INTER. 10+00 YNEZ RD =50+00 WINCHESTER RD STA 12+13 MH #438 PROJECT LOCATION LD23-5043 CLEARED BY CITY OF TEMECULA PUBLIC WORKS Tricia.ortega 09/03/2023 09/03/2023 09/03/2023 09/03/20 CONTRACTOR: FOR CITY USE ONLY: DRAWING NO. SHEET OF 3 SHEET CITY OF TEMECULA PUBLIC WORKS 70147-5332816 ENGINEER'S INFORMATION D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 MARK REVISIONS BY APPR.DATE CONTRACTOR: FOR CITY USE ONLY: DRAWING NO. SHEET OF CITY OF TEMECULA PUBLIC WORKS ENGINEER'S INFORMATION D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 MARK REVISIONS BY APPR.DATE ENGINEER'S INFORMATIONCONTRACTOR: MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY: SITE PLANS FOR 40495 WINCHESTER RD DRAWING NO. SHEET OF D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 5 2 + 0 0 5 1 + 0 0 5 0 + 0 0 4 9 + 0 0 9+0 0 10+0 0 54' 54' 108 ' 75' 75' 150 ' 3 7 ' 3 7 ' 7 4 ' 2 0 ' 2 0 ' 4 0 ' 2 2 ' 2 2 ' 4 4 ' PRO M E N A D E M A L L S Y N E Z R D 63' 71' 71' 142' 80' 80' 160' 62' 62' 124' 75' 75' 150' 42' 44' 86' 52' 52' 104' 54' 54'108' 75' 75' 150' 37' 37' 74' 20' 20' 40' 22' 22' 44' 42' 63' SITE PLAN 40495 WINCHESTER RD 2FRONTIER ENGINEER: RAUL RIVAS 909-406-3178 VICINITY MAP 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. SCALE: 1"=60' CL INTER. 10+00 YNEZ RD =50+00 WINCHESTER RD STA 51+23 MH #935 PROJECT LOCATION LD23-5043 CONTRACTOR: FOR CITY USE ONLY: DRAWING NO. SHEET OF 3 SHEET CITY OF TEMECULA PUBLIC WORKS 70147-5332816 ENGINEER'S INFORMATION D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 MARK REVISIONS BY APPR.DATE CONTRACTOR: FOR CITY USE ONLY: DRAWING NO. SHEET OF CITY OF TEMECULA PUBLIC WORKS ENGINEER'S INFORMATION D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 MARK REVISIONS BY APPR.DATE ENGINEER'S INFORMATIONCONTRACTOR: MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY: SITE PLANS FOR 40495 WINCHESTER RD DRAWING NO. SHEET OF D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 MH #1349 LOCATION WIN C H E S T E R R D M A R G A R I T A R D 110' 55' 55' 86' 43' 43' 57' 3 0 1 ' SITE PLAN 40495 WINCHESTER RD 3FRONTIER ENGINEER: RAUL RIVAS 909-406-3178 VICINITY MAP 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. SCALE: 1"=60' PROJECT LOCATION LD23-5043 CONTRACTOR: FOR CITY USE ONLY: DRAWING NO. SHEET OF 4 SHEET CITY OF TEMECULA PUBLIC WORKS W.O.# 70147-5332816 ENGINEER'S INFORMATION D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 MARK REVISIONS BY APPR.DATE CONTRACTOR: FOR CITY USE ONLY: DRAWING NO. SHEET OF CITY OF TEMECULA PUBLIC WORKS ENGINEER'S INFORMATION D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 MARK REVISIONS BY APPR.DATE ENGINEER'S INFORMATIONCONTRACTOR: MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY: TRAFFIC CONTROL PLANS FOR 40495 WINCHESTER RD DRAWING NO. SHEET OF D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 NICOLAS M. MINICILLI TRAFFIC ENGINEER CONTRACTOR: FRONTIER ENGINEER: RAUL RIVAS (909) 406-3178 2647 C12(CA) NARROWLANE RIGHT LANECLOSEDAHEAD C20(RT) LEFT LANECLOSEDAHEADC20(LT)C9A(CA) WO R K RO A D AH E A D W2 0 - 1 CURB 100'SIGN SPACING CROSS STREET LANECLOSEDAHEAD W20-5INTERCHANGEABLE WITHC20A (CA) RIGHT1 COMMUNICATIONS FTR ENGINEER:CHOOSE ENGINEERFTR INSPECTOR:CHOOSE INSPECTOR 30+ 0 0 29+ 0 0 31+ 0 0 43'43' 86' 54'54' 108' 51' C/L 39+00 41+00 C/L 37 ' 37' 74 '46 '92' 46' MA R G A R I T A R D N GENERAL K E A R N Y R D 30+ 0 0 29+ 0 0 31+ 0 0 41'43' 84' 54'54' 108' CU R B C/L RO WCUR B RO W 39+00 41+00 CUR B C/L ROW CUR BROW 37' 37' 74'47'93 ' 46' MA R G A R I T A R D N GENERAL KEARN Y R D 28+ 0 0 27+ 0 0 26+ 0 0 64' 40+00 42'42' 84' 54' 54' 108' WINC H E S T E R R D YNEZ RD 13 + 0 0 12+00 11+00 10 + 0 0 9+ 0 0 51+0 0 49+00 50+ 0 0 71' 71' 14 2 ' 80' 80' 16 0 ' 108' 62 ' 62' 12 4 ' 75 ' 75' 150 ' 42' 44' 86' 52' 52' 104' 52 + 0 0 51 + 0 0 50 + 0 0 49 + 0 0 9+00 10+00 54' 54' 108' 75' 75' 150' 37 ' 37' 74 ' 20' 20' 40' 22' 22' 44 ' Y N E Z R D 40+00 42' 63' 45 45 NB FWY ONLY 12' S S S S S CUR B CUR B MH #8 LOCATION S S MH #15 LOCATION 10 0 ' BU F F E R 60' W O R K AR E A BIK E L A N E WORKROAD AHEAD W20-1 W11-1 W16-1 W11-1 ASSEMBLY SHARETHE ROAD 11 0 ' BIK E L A N E T A P E R 60' W O R K AR E A 160 ' SH I F T I N G T A P E R 40 40 4040 4040 40 40 MH #438 LOCATION NB FWY S MH #935 LOCATION 12' 12' S S TCP FOR MH #935 SIDEWALK R9-9 CLOSED CROSS HERE SIDEWALK CLOSED R9-11(RT) AHEAD CROSS HERE SIDEWALK CL O S E D R9-11(LT) AHEAD SIDEWALK R9-9 CLOSED C30A(CA) SHOULDERCLOSED C30A(CA) SHOULDERCLOSED CROSS HERE SIDEWALK CLOSED R9-11(LT) AHEAD CROSS HERE SIDEWALK CLOSED R9-11(RT) AHEAD SIDEWALK R9-9 CLOSED SIDEWALK R9-9 CLOSED C30A(CA) SHOULDERCLOSED WORKROAD AHEAD W20-1 ROAD WORKEND G20-2 250'SIGNSPACING ROAD WORKEND G20-2 250'SIGNSPACING WORKROAD AHEAD W20-1 WORKROAD AHEAD W20-1 ROAD WORKEND G20-2 250' SIGN SPACING ROAD WORKEND G20-2 250' SIGN SPACING WORKROAD AHEAD W20-1 72 H O U R S P R I O R T O C O M M E N C I N G W O R K IN S T A L L T E M P . N O P A R K I N G 35' TO C/L 24 5 ' ME R G I N G T A P E R 50 ' BU F F E R WO R K AR E A 85 ' BIK E L A N E T A P E R 50 ' TA N G E N T BI K E L A N E WORKROAD AHEAD W20-1 W11-1 W16-1 W11-1 ASS E M B L Y SHARE THE ROAD CLOSED BIKE SC11 (MOD) LANE ROAD WORK END G20-2 WORKROAD AHEAD W20-1 ROAD WOR K END G20-2 LANECLOSED AHEAD C20 (CA) BIKE1 C30(CA) LANE CLOSED MA N H O L E LO C A T I O N WORKROAD 12' MIN. RIGHT LAN E CLOSED AHEADC20(RT) CU R B 10 0 ' SI G N SP A C I N G 10 0 ' SI G N SP A C I N G 10 0 ' SI G N SP A C I N G *S T R E E T N A M E * (# # M P H ) CU R B BI K E L A N E 50 ' TO C / L 10 0 ' WORKROAD AHEAD W20-1 ROAD WORKEND G20-2 250' SIGN SPACING WORKROAD AHEAD W20-1 ROAD WORKEND G20-2 250' SIGN SPACING W4-2R WORKROAD AHEAD W20-1 W11-1 W16-1 W11-1 ASSEMBLY SHARETHE ROAD ROAD WORKEND G20-2 RIGHT LANECLOSEDAHEAD C20(RT) 35 0 ' SIG N SP A C I N G 35 0 ' SIG N SP A C I N G 35 0 ' SIG N SP A C I N G 57 1 ' ME R G I N G T A P E R WORKROAD AHEAD W20-1 ROAD WORKEND G20-2 250' SIGN SPACI N G WORKROAD AHEAD W20-1 ROAD WORKEND G20-2 100' SIGN SPAC I N G 6 0 ' W O R K A R E A WORKROAD AHEAD W20-1 ROAD WORKEND G20-2 35 0 ' SI G N SP A C I N G CROSS HERE SIDEWALK CLOSED R9-11(LT) AHEAD WORKROAD AHEAD W20-1 ROAD WORKEND G20-2 350 ' SIG N SPA C I N G ROAD WORK END G20-2 35 0 ' SIG N SP A C I N G LA N D S C A P E M E D I A N LA N D S C A P E M E D I A N LAN D S C A P E M E D I A N LAN D S C A P E M E D I A N LANDSCAPE MED I A N LA N D S C A P E M E D I A N W12-1 TURN RIGHT M U S T RIGHT LANE R3-7R WORKROAD AHEAD W20-1 ROAD WORKEND G20-2 35 0 ' SI G N SP A C I N G WORKROAD AHEAD W20-1 ROAD WORKEND G20-2 250' SIGN SPAC I N G 60 ' W O R K AR E A ROAD WORKEND G20-2 250' SIGN SPAC I N G WORKROAD AHEAD W20-1D/W D/W 12' R3-4 LA N D S C A P E M E D I A N LANDS C A P E M E D I A N SIDEWALK R9-9 CLOSED CROSS HERE SIDEWALK CLOSED R9-11(LT) AHEAD LANDSCAPE MED I A N LA N D S C A P E M E D I A N C30(CA) LANECLOSED 72 HOURS PRIOR TO COMMENCING WORK INSTALL TEMP. NO PARKING 35 ' TO C / L 245'MERGING TAPER 50'BUFFER WORK AREA 85'BIKE LANE TAPER 50'TANGENT BIKE LANE WO R K RO A D AH E A D W2 0 - 1 W1 1 - 1 W1 6 - 1 W1 1 - 1 A S S E M B L Y SH A R E TH E R O A D CLO S E D BIKE SC1 1 ( M O D ) LAN E RO A D W O R K EN D G2 0 - 2 WO R K RO A D AH E A D W2 0 - 1 RO A D W O R K EN D G2 0 - 2 C3 0 ( C A ) LA N E CL O S E D MANHOLELOCATION WORKROAD 12'MIN . RIG H T L A N E CLO S E D AH E A D C2 0 ( R T ) CURB 100' SIGNSPACING 100' SIGNSPACING 100' SIGNSPACING *STREET NAME* (## MPH) CURB BIKE LANE 50'TO C/L WORKROAD C30(CA) CLOSED LA N D S C A P E M E D I A N LAND S C A P E M E D I A N LAND S C A P E M E D I A N CUR B CUR B CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CU R B CU R B CU R B CU R B CU R B CU R B CU R B CU R B CU R B CU R B CURB CURB CURB CURB CURB CU R B CU R B CURB CUR B CURB CURB CURB CUR B CLOSED BIKE SC11 (MOD) LANE 35 0 ' SIG N SP A C I N G C12(CA) NARROWLANE 13 4 ' SIDEWALK R9-9 CLOSED 122 ' 430 ' 14 0 ' 22 3 ' W5-1NARROWSROAD 350 ' SIG N S P A C I N G W5-1 NARROWSROAD CROSS HERE SIDEWALK CLOSED R9-11(RT) AHEAD © 2022 Microsoft Corporation © 2022 TomTom CURB CURB R3-4 R3-4 VICINITY MAP NTS PROJECT LOCATION TRAFFIC CONTROL PLANS 1 REGULATORY SIGNS BIKE LANE R3-17 R5-6 WARNING SIGNS MISCELLANEOUS DEVICES DETAIL SHEET LEGEND CONE SPACING-25' MAXIMUM STOP W11-1 W16-1SHARE THE ROAD WORK TO BE DONE: FRONTIER WORK CREW TO ACCESS 3 EX. MANHOLES TO SPLICE EX. CABLE TO SERVICE A CUSTOMER LOCATED AT 40495 WINCHESTER RD. 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 THE 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. WORK HOURS SUNDAY-THURSDAY 9:00 PM - 5:00 AM ENGINEER OF WORK'S CERTIFICATE I, , hereby declare that I am the engineer of Work for this project, that I have exercised responsible charge over the design of the project as defined in Section 6703 of the Business and Professions Code, and the design is consistent with current standards and City of Temecula. I understand that the check of project drawings and specifications by the City of Temecula is confined to a review only and does not relieve me of responsibilities for project design. Signed Date_______________ R.C.E. Exp.________________ Firm___________________________________ Address________________________________ Telephone______________________________ 29570 PARKER ENGINEERING, LLC P.O BOX 1666, COTTONWOOD, AZ 86326 (909) 472-9983 3/31/25 D. LYNN PARKER LD23-5043 8/24/2023 8/24/2023 9/5/23 9/5/23 CONTRACTOR: FOR CITY USE ONLY: DRAWING NO. SHEET OF 4 SHEET CITY OF TEMECULA PUBLIC WORKS W.O.# 70147-5332816 ENGINEER'S INFORMATION D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 MARK REVISIONS BY APPR.DATE CONTRACTOR: FOR CITY USE ONLY: DRAWING NO. SHEET OF CITY OF TEMECULA PUBLIC WORKS ENGINEER'S INFORMATION D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 MARK REVISIONS BY APPR.DATE ENGINEER'S INFORMATIONCONTRACTOR: MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY: TRAFFIC CONTROL PLANS FOR 40495 WINCHESTER RD DRAWING NO. SHEET OF D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 NICOLAS M. MINICILLI TRAFFIC ENGINEER CONTRACTOR: FRONTIER ENGINEER: RAUL RIVAS (909) 406-3178 2647 MH #935 LOCATION 12' 12' S S 1 0 0 ' WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 250' SIGN SPACING WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 250' SIGN SPACING W4-2R WORK ROAD AHEAD W20-1 W11-1 W16-1 W11-1 ASSEMBLY SHARE THE ROAD ROAD WORK END G20-2 RIGHT LANE CLOSED AHEAD C20(RT) 3 5 0 ' S I G N S P A C I N G 3 5 0 ' S I G N S P A C I N G 3 5 0 ' S I G N S P A C I N G 5 7 1 ' M E R G I N G T A P E R WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 250' SIGN SPA C I N G WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 100 ' SIGN SPA C I N G 6 0 ' W O R K A R E A WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 3 5 0 ' S I G N S P A C I N G L A N D S C A P E M E D I A N W12-1 TURN RIGHT M U S T RIGHT LANE R3-7R R3-4 L A N D S C A P E M E D I A N LAN D S C A P E M E D I A N SIDEWALK R9-9 CLOSED CROSS HERE SIDEWALK CLOSED R9-11(LT) AHEAD LANDSCAPE M E D I A N L A N D S C A P E M E D I A N C30(CA) LANE CLOSED C U R B C U R B C U R B C U R B C U R B C U R B C U R B CURB CURB CURB CURB CURB 1 3 4 ' SIDEWALK R9-9 CLOSED 1 4 0 ' R3-4 R3-4 2 Traffic Cone Temporary Sign Direction of Travel Portable Flashing Beacon LEGEND Flashing Arrow Sign (FAS) FAS Support or Trailer Work Area Flagger Work Vehicle Signalized Intersection Type III Barricade with sign WORK ROAD HLWD High Level Warning Device S CONSTRUCTION NOTE: ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE. SCALE: 1"=60' DURATION OF WORK: 1 OF DAYS WORK HOURS SUNDAY-THURSDAY 9:00 PM - 5:00 AM LD23-5043 8/24/2023 9/5/23 9/5/23 CONTRACTOR: FOR CITY USE ONLY: DRAWING NO. SHEET OF 4 SHEET CITY OF TEMECULA PUBLIC WORKS W.O.# 70147-5332816 ENGINEER'S INFORMATION D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 MARK REVISIONS BY APPR.DATE CONTRACTOR: FOR CITY USE ONLY: DRAWING NO. SHEET OF CITY OF TEMECULA PUBLIC WORKS ENGINEER'S INFORMATION D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 MARK REVISIONS BY APPR.DATE ENGINEER'S INFORMATIONCONTRACTOR: MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY: TRAFFIC CONTROL PLANS FOR 40495 WINCHESTER RD DRAWING NO. SHEET OF D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 NICOLAS M. MINICILLI TRAFFIC ENGINEER CONTRACTOR: FRONTIER ENGINEER: RAUL RIVAS (909) 406-3178 2647 MH #438 LOCATION NB FWY S WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 3 5 0 ' S I G N S P A C I N G WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 250 ' SIG N SPA C I N G 1 0 0 ' B U F F E R 6 0 ' W O R K A R E A 5 4 0 ' M E R G I N G T A P E R WORK ROAD AHEAD W20-1 W11-1 W16-1 W11-1 ASSEMBLY SHARE THE ROAD ROAD WORK END G20-2 RIGHT LANE CLOSED AHEAD C20(RT) 3 5 0 ' S I G N S P A C I N G 3 5 0 ' S I G N S P A C I N G W4-2R ROAD WORK END G20-2 250 ' SIG N SPA C I N G WORK ROAD AHEAD W20-1D / W D / W P A I N T E D M E D I A N 3 5 0 ' S I G N S P A C I N G C30(CA) LANE CLOSED WORK ROAD C30(CA) LANE CLOSED L A N D S C A P E M E D I A N LAN D S C A P E M E D I A N LAN D S C A P E M E D I A N C U R B C U R B CUR B CUR B CUR B CUR B CUR B CUR B C U R B 2 2 3 ' C U R B CROSS HERE SIDEWALK CLOSED R9-11(RT) AHEAD 3 Traffic Cone Temporary Sign Direction of Travel Portable Flashing Beacon LEGEND Flashing Arrow Sign (FAS) FAS Support or Trailer Work Area Flagger Work Vehicle Signalized Intersection Type III Barricade with sign WORK ROAD HLWD High Level Warning Device S CONSTRUCTION NOTE: ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE. SCALE: 1"=60' DURATION OF WORK: 1 OF DAYS WORK HOURS SUNDAY-THURSDAY 9:00 PM - 5:00 AM LD23-5043 8/24/2023 9/5/23 9/5/23 CONTRACTOR: FOR CITY USE ONLY: DRAWING NO. SHEET OF 4 SHEET CITY OF TEMECULA PUBLIC WORKS W.O.# 70147-5332816 ENGINEER'S INFORMATION D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 MARK REVISIONS BY APPR.DATE CONTRACTOR: FOR CITY USE ONLY: DRAWING NO. SHEET OF CITY OF TEMECULA PUBLIC WORKS ENGINEER'S INFORMATION D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 MARK REVISIONS BY APPR.DATE ENGINEER'S INFORMATIONCONTRACTOR: MARK REVISIONS BY APPR.DATE FOR CITY USE ONLY: TRAFFIC CONTROL PLANS FOR 40495 WINCHESTER RD DRAWING NO. SHEET OF D. LYNN PARKER P.O. BOX 1666 COTTONWOOD, AZ 86326 (909) 472-9983 NICOLAS M. MINICILLI TRAFFIC ENGINEER CONTRACTOR: FRONTIER ENGINEER: RAUL RIVAS (909) 406-3178 2647 45 45 MH #1349 LOCATION C O N C R E T E M E D I A N CON C R E T E M E D I A N CON C R E T E M E D I A N C O N C R E T E M E D I A N BIK E L A N E BIK E L A N E B I K E L A N E B I K E L A N E WIN C H E S T E R R D ( 4 0 M P H ) M A R G A R I T A R D ( 4 5 M P H ) SID E W A L K SID E W A L K S I D E W A L K C O N C R E T E M E D I A N B I K E L A N E 1 0 0 ' D O W N T A P E R 3 5 0 ' 35 0 ' 350 ' 2 5 0 ' 2 5 0 ' 2 5 0 ' W O R K A R E A S CU R B CU R B CU R B C U R B C U R B C U R B CUR B CUR B CUR B 12' 12' 12' 10' 10' 12' 12' 12' 12' 2 0 ' 1 2 ' 25' VER D E S L N 4 Traffic Cone Temporary Sign Direction of Travel Portable Flashing Beacon LEGEND Flashing Arrow Sign (FAS) FAS Support or Trailer Work Area Flagger Work Vehicle Signalized Intersection Type III Barricade with sign WORK ROAD HLWD High Level Warning Device S CONSTRUCTION NOTE: ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE. SCALE: 1"=60' DURATION OF WORK: 1 OF DAYS WORK HOURS SUNDAY-THURSDAY 9:00 PM - 5:00 AM WORK ROAD AHEAD W20-1 W5-1 NARROWS ROAD ROAD WORK END G20-2 WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 W11-1 W16-1 W11-1 ASSEMBLY SHARE THE ROAD LANE CLOSED AHEAD C20 (CA) BIKE 1 R9-11A CROSS HERE SIDEWALK CLOSED SIDEWALK R9-9 CLOSED ROAD WORK END G20-2 WORK ROAD AHEAD W20-1 SIDEWALK R9-9 CLOSED C12(CA) NARROW LANE CLOSED BIKE SC11 (MOD) LANE CROSS HERE SIDEWALK CLOSED R9-11(RT) AHEAD LD23-5043 8/24/2023 9/5/23 9/5/23 LD23-5043 CLEARED BY CITY OF TEMECULA PUBLIC WORKS Tricia.ortega 08/22/2023 08/22/2023 08/22/2023 08/22/20