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HomeMy WebLinkAboutLD23-5499Permit Number: LD23-5499 LD - Utilities/ Excavation - Parallel Issued: 10/11/2023 Expired: 05/06/2024 Job Address: 42024 Avenida Alvarado 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 Charter Spectrum Js Collins 7337 Central Ave Riverside, CA 92504 (951) 406-1703 Applicant: Hhs Construction, Llc 2042 S Grove Avenue Ontario, CA 91761 (909) 393-3322 Contractor: Utility Work Order Number: PID_ 4763494 Description: Charter 4763494 WORK HOURS SHALL BE SUNDAY – THURSDAY, NO HOLIDAYS, 7:30am-3:30pm Location:Avenida Alvarado NW/S to Diaz Rd Proposed Work: Install new vault per Charter "EXCAVATION PLAN 42024 AVENIDA ALVARADO, LD23-5499" All facilities shall be installed in accordance with City Standard Drawing 117. Traffic Control shall be in accordance with approved Traffic Control Plan LD23-5499 Permittee shall comply with all applicable Traffic Control General Notes. Safe pedestrian/bicycle traffic and driveway access shall be maintained at all times. Concrete repair shall be in accordance with City Standards and the Greenbook. Trench repair shall be in accordance with City Standard Drawing 407. Final compaction test results shall be provided by a soils engineer. Concrete curbs, walks, gutters, cross gutters and driveway approaches damaged during construction shall be removed from joint to joint and reconstructed in accordance with City Standards and the Greenbook. All disturbed landscaping and other improvements shall be removed/repaired and replaced to the satisfaction of Public Works Inspector. Permittee shall contact LDInspections@temeculaca.gov a minimum of two (2) business days prior to any work. Page 1 of 3*****See Page 2 of this Permit for Permittee Responsibilities***** Permit Number: LD23-5499 LD - Utilities/ Excavation - Parallel Permittee must also request a final inspection, via LDInspections@temeculaca.gov, to verify completion of project Permittee Responsibilities This Permittee agrees to indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application. Trench repair shall be pursuant to City of Temecula Standard Drawing No. 407. 3.Traffic control devices shall be utilized to protect and control pedestrian and vehicular traffic in the construction area in accordance with the latest revision of the “Manual of Uniform Traffic Control Devices for Streets and Highways” (MUTCD). The contractor shall submit a specific traffic control plan for review and approval by the City in accordance with City “Traffic Control Plan Guidelines” for all work within Major Circulation Element streets. 2.BEFORE YOU DIG - CALL (TOLL FREE) 800-422-4133 A pre-construction meeting is required two (2) business days prior to any scheduled work. Permittee shall contact LDInspections@TemeculaCA.gov to schedule a meeting. 1. 4. Water Quality: Contractor shall remain in compliance with the City Water Pollution Control Ordinance. Contractor is required to provide protection of the City storm drain system. 5. Work hours shall be limited between 7:30 AM and 4:30 PM, Monday through Friday, unless otherwise noted. No work shall be allowed during City-recognized holidays." 6. THIS PERMIT IS ISSUED AND ACCEPTED SUBJECT TO THE FOLLOWING CONDITIONS AND ANY ATTACHED PROVISIONS: All U.S.A. mark outs shall be removed prior to completion of project.7. 8.All contractors and subcontractors shall have a valid City of Temecula business license and valid Certificate of Liability prior to start of work. 9.Should there be any claim against the City and the property owner with the encroachment being the proximate cause, the property owner shall be notified in writing to remove the encroachment within 30 days or the City will remove and bill the owner. 10.Permission is hereby requested to encroach into public right of way to perform work as set forth above. It is understood that this permit is limited to the work described herein and that all work is to be done in compliance with the provisions attached to this permit and with all other applicable rules. Permittee shall be responsible for said compliance, for acceptability of the work, for repair or replacement thereof if defective, and for repair or replacement of any existing improvement damaged by the doing of the work I hereby certify and agree on behalf of the Permittee that all laws, regulations and ordinances of the City of Temecula and the State of California and the terms and conditions of the Permit shall be complied with whether herein stated or not. 11. 12.I hereby warrant and represent to the City that I am authorized to execute this Permit Application on behalf of the Permittee and bind the Permittee to the agreements contained herein and any conditions of the Permit. ******Contractor and all subcontractors shall be present at the pre-construction meeting; otherwise, the meeting will be rescheduled to a later date****** Any work commencing within the City right-of-way before permit issuance or a pre-construction meeting shall be subject to a 72-Hour suspension of said work and an assessment of double permit fees.13. Permitee Date Page 2 of 3 Permit Number: LD23-5499 LD - Utilities/ Excavation - Parallel City Engineer or Authorized Representative Date 10/11/2023 Page 3 of 3 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. 42024 AVENIDA ALVARADO PID_4763494 09/18/2023 09/25/2023 On the SW/s of Diaz Rd On the SW/s of Diaz Rd rod and rope W through existing underground conduit for1,449'. Trench SE to place 8' of 2" conduit. Bore E then S to place 465' of 2" conduit and place a new charter 17x30 vault. Trench NW to place 10' of 2" conduit. LD23-5499 CLEARED BY CITY OF TEMECULA PUBLIC WORKS Tricia.ortega 09/03/2023 09/03/2023 09/03/2023 09/03/20 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: 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 #: Charter Communications, LLC 7337 Central Ave, Riverside CA 92504 permits@hhscommunications.net HHS CONSTRUCTION, LLC 2042 S. GROVE AVE, ONTARIO CA 91761 Jess Pyles 760.953.2095760.953.2095 818906 A, B, C-7, C10, C31 049178 Sofia Alvarez 909-544-7032 08/16/2023 CONSTRUCTION NOTES -DURING EXCAVATION, WORK CREW TO TUNNEL UNDER EXISTING CURB & GUTTER AND AVOID DISTURBING ADA RAMPS AT ALL TIMES. -CONTRACTOR TO POT HOLE FOR EXISTING DEPTH OF UTILITIES PRIOR TO START OF CONSTRUCTION. -CONTRACTOR TO REMOVE & REPLACE DAMAGED CONCRETE & MATCH EXISTING LANDSCAPE. PROJECT ID: 4763494 LOCATION: UNDERGROUND SERVICE ALERT C A L L B E F O R E YO U D I G ! Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG CHARTER Spectrum 42024 AVENIDA ALVARADO TEMECULA, CA 92590 WORK DURATION: 6 DAYS CITY OF TEMECULA VICINITY MAP N.T.S. N.T.S. UNDERGROUND SCOPE OF WORK NEW VAULT TRENCH FT. BORE FT. BORE PITS POT HOLES TOTAL CONDUIT FT. NEW PEDESTAL AERIAL/UNDERGROUND SCOPE OF WORK NEW ANCHOR(S) TOTAL CABLE INSTALL FT. AERIAL OVERLASH FT. NEW RISER(S) NEW AERIAL CONST. FT. 0 EX. UNDERGROUND FT. 0 0 0 483 1499 1982 1 0 3 9 18 465 483 EXCAVATION PLAN 42024 AVENIDA ALVARADO DIRECTIONAL BORE DETAIL DIRECTIONAL BORE RIG EXIST. GRADE BORE ROD SEND BORE PIT RECEIVE BORE PIT HDPE 3 F T ± TYPICAL BORE DETAIL MAXIMUM DESCENT SLOPE 10 1 CONDUIT/S SEND BORE PIT 4 FT ± 6 FT ± MAXIMUM ASCENT SLOPE 30 1CONDUIT/S RECEIVE BORE PIT 4 FT ± 4 FT ± DETAIL "B" LEGEND EX. CONDITIONS CURB AND GUTTER (C&G) LANE STRIPING RIGHT OF WAY LINETYPES X X CENTERLINE FENCE RAILROAD PROPOSED BORE PROPOSED TRENCH E FO EX. UTILITIES ELECTRIC FIBER OPTIC TELEPHONE LINETYPES SS SD T SANITARY SEWER STORM DRAIN WATER W CATV GASGAS EXISTING UTILITY POLE STREET LIGHT MAN HOLE VAULT PEDESTAL SYM SYM HAND HOLE PROPOSED NEW VAULT NEW PEDESTAL FIRE HYDRANT POT HOLE BORE PIT P #"# ###' CONDUIT COUNT DISTANCE CONDUIT SIZE P V ANCHORS RRISER POLE HH V P N.T.S. SCALE POLYMER CONCRETE BOX & COVER ASSEMBLY 17"X30"X18" 17"X30" BOX ASSEMBLY 12" TO 30" DEPTHS 17"X30"X18" 17"X30"X18" 10K 8 A6001640APCX18 6 20K 15/22 A6001640TAPCX18 / A6001640HDAPCX18 166 LBS.6 BOX & COVER ASSEMBLY 17"x30" HAND HOLE DETAIL 19 1/4" 17 3/4" 16 1/4"2" 32 1/4" 30 3/4" 29 1/4" SP E C I F Y DE P T H SE E C H A R T 17 1 / 2 " 3" 30 1/2" 2" PLAN VIEW POLYMER CONCRETE COVER 1 PIECE COVER SECTION A-A SECTION B-B B B AA 1/2" TYP. ℄℄ FLOATING NUT (2X) 140 LBS. MODEL NO. A6001640APCX18 DETAIL "C" SHEET 1 OF 2 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: CSABANDO@HHSCOMMUNICATIONS.NET HHS CONGRUEX©A COMPANY R E V I S I O N S D E S C R I P T I O N SDATENO. LANDSCAPE BORE PIT/POTHOLE DETAIL N.T.S. AIR / HYDRAULIC COMPRESSOR TANK AND LINES DETAIL "A" SCALE: NTS MISSILE BORE CUT-AWAY PISTON (A) CHISEL (B) CASING PISTON IMPACTS (A) CHISEL (B) CASING MISSILE PIERCING PNEUMATIC TOOL (BORE) DETAIL 'A" CURB AND GUTTER PROFILE EXISTING SITE CONDITIONS VARIES FROM CONCRETE SIDEWALK DIRT OR GRASS. EXISTING STREET CONDITIONS TO DIG A MINIMUM POT HOLE SIZE OF 4' L X 2' W X DEPTH VARIES. CURB AND GUTTER MISSILE BORING UNDER NOTE: PLACEMENT OF PNEUMATIC PIERCING TOOL VARIES BASED ON THE EXISTING SITE CONDITIONS AND EXISTING UTILITIES PLACED. MISSILE BORING TOOL USED CAN BE FROM 3" TO 5" DIAMETER TO ACCOMODATE EITHER A 2" OR 5" CONDUIT. PLEASE CALL DIG ALERT TO DETERMINE EXACT LOCATIONS OF EXITING UTILITIES. WORK HOURS: 9AM TO 3PM 0 SCALE: 1"=20' 20'40' WORK AREA NEW UNDERGROUND FT. SOW ROD & ROPE 1499' OF EXISTING UNDERGROUND CATV CONDUIT. EXCAVATION TO PLACE 486' OF NEW UNDERGROUND CATV CONDUIT & (1) NEW VAULT. LANDSCAPE TRENCH DETAIL N.T.S.LD23-5499 W W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS SS SS SS SS SS SS SS SS SS SS SS SS T T T T T T T T T E E E E E E E E E F O C C / L F O C R O W R O W F O C C/ L F O C R O W R O W W W W W W W W T T T T T T T E E E E E E E E E E E E E E T T T T T T T T T T T T T T G A S G A S G A S G A S G A S G A S G A S S S S S S S S S S S S S S S D D 100 ' 50' 50' 12' 38' 38' 12' 100 ' 50' 50'38' 38' 12' D I A Z R D V G U T T E R P A R K W A Y G U T T E R P A R K W A Y P A R K W A Y G U T T E R G U T T E R P A R K W A Y H H H H H H H H H H HH W W W W W W W W W W W W W W BP 1 2" 421' BORE BP P P P EXIST CATV VAULT 8' BEHIND CURB, IN PARKWAY 8 0 ' 8' 8' 4 4 ' 3 4 '76' 421 ' 2' 9' EXIST WATER VALVE EXIST FIRE HYDRANT EXIST WATER VALVE EXIST WATER VALVE EXIST WATER METER EXIST SEWER MANHOLE EXIST WATER VALVE EXIST WATER VALVE EXIST TELCO MANHOLE EXIST WATER METER EXIST WATER VALVE 1 2" 8' TRENCH 1 2" 44' BORE 45' 44' 43' 36' 35' 31' 28' 7' 23' 12' 46' FO C C/L FO C RO W RO W GUT T E R PAR K W A Y GUT T E R PAR K W A Y FO C C/L FO C RO W RO W GUT T E R PAR K W A Y GU T T E R PAR K W A Y W W W W W W W W W W W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS SS SS SS SS SS SS SS SS SS SS SS T T T T T T T T T T T E E E E E E E E E E E FO C C/L FO C RO W RO W D D D D D AVE N I D A A L V A R A D O 8 8 ' 4 4 ' 4 4 ' 1 2 ' 3 2 ' 3 2 ' 1 2 ' GUT T E R PAR K W A Y GUT T E R PAR K W A Y HH H H V W W W W W W 1 2" 421' BORE BP P P P 2 6 ' 6' 2 9 ' 2 8 ' 2 6 ' CONSTRUCTION TO CONTINUE IN PRIVATE PROPERTY 421 ' 3 4 ' 2' EXIST WATER VALVE EXIST UNKNOWN VAULT EXIST WATER VALVE EXIST SEWER MANHOLE EXIST WATER VALVE EXIST WATER METER 9' 1 2" 10' TRENCH PLACE NEW CHARTER 17"X30" VAULT 2' BEHIND CURB, IN PARKWAY 1 0 ' FO C C/L FO C RO W RO W GUT T E R PAR K W A Y GUT T E R PAR K W A Y FO C C/L FO C RO W RO W GUT T E R CONSTRUCTION NOTES -DURING EXCAVATION, WORK CREW TO TUNNEL UNDER EXISTING CURB & GUTTER AND AVOID DISTURBING ADA RAMPS AT ALL TIMES. -CONTRACTOR TO POT HOLE FOR EXISTING DEPTH OF UTILITIES PRIOR TO START OF CONSTRUCTION. -CONTRACTOR TO REMOVE & REPLACE DAMAGED CONCRETE & MATCH EXISTING LANDSCAPE. PROJECT ID: 4763494 LOCATION: UNDERGROUND SERVICE ALERT C A L L B E F O R E YO U D I G ! Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG CHARTER Spectrum 42024 AVENIDA ALVARADO TEMECULA, CA 92590 WORK DURATION: 6 DAYS CITY OF TEMECULA UNDERGROUND SCOPE OF WORK NEW VAULT TRENCH FT. BORE FT. BORE PITS POT HOLES TOTAL CONDUIT FT. NEW PEDESTAL AERIAL/UNDERGROUND SCOPE OF WORK NEW ANCHOR(S) TOTAL CABLE INSTALL FT. AERIAL OVERLASH FT. NEW RISER(S) NEW AERIAL CONST. FT. 0 EX. UNDERGROUND FT. 0 0 0 483 1499 1982 1 0 3 9 18 465 483 EXCAVATION PLAN 42024 AVENIDA ALVARADO LEGEND EX. CONDITIONS CURB AND GUTTER (C&G) LANE STRIPING RIGHT OF WAY LINETYPES X X CENTERLINE FENCE RAILROAD PROPOSED BORE PROPOSED TRENCH E FO EX. UTILITIES ELECTRIC FIBER OPTIC TELEPHONE LINETYPES SS SD T SANITARY SEWER STORM DRAIN WATER W CATV GASGAS EXISTING UTILITY POLE STREET LIGHT MAN HOLE VAULT PEDESTAL SYM SYM HAND HOLE PROPOSED NEW VAULT NEW PEDESTAL FIRE HYDRANT POT HOLE BORE PIT P #"# ###' CONDUIT COUNT DISTANCE CONDUIT SIZE P V ANCHORS RRISER POLE HH V P SHEET 2 OF 2 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: CSABANDO@HHSCOMMUNICATIONS.NET HHS CONGRUEX©A COMPANY R E V I S I O N S D E S C R I P T I O N SDATENO. WORK HOURS: 9AM TO 3PM 0 SCALE: 1"=20' 20'40' NEW UNDERGROUND FT. SOW ROD & ROPE 1499' OF EXISTING UNDERGROUND CATV CONDUIT. EXCAVATION TO PLACE 486' OF NEW UNDERGROUND CATV CONDUIT & (1) NEW VAULT. S E E B O T T O M M I D D L E " A " M A T C H L I N E " A " S E E T O P M I D D L E " A " M A T C H L I N E " A " LD23-5499 CONSTRUCTION NOTE: CONTRACTOR TO MAINTAIN MIN. 4' CLEARANCE IN ORDER TO MEET ADA REQUIREMENTS OR PROVIDE FLAGGER TO ESCORT PEDESTRIANS THROUGH WORK AREA AT ALL TIMES. D DRIVEWAY DELINEATOR DETAIL CONTRACTOR WILL PROVIDE ACCESS TO DRIVEWAYS IN WORK AREA DURING ALL WORK HOURS AS SHOWN. STREET SW UNDERGROUND SERVICE ALERT C A L L B E F O R E YO U D I G  Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG A* 25 30 35 40 45 50 100 250 250 250 350 350 125 180 540 600 65 90 125 160 270 300 45 60 85 110 180 200 160 205 260 315 380 450 SPEED "S" MPH 55 500 660 330 220 520 60 500 720 360 240 600 50 60 70 80 90 25 30 35 40 45 50 50 50 100 100 100 (2) 245 320 TABLE "A" * FOR 12' LANE WIDTH. IF LANE IS WIDER THEN 12', THE L, 1/2L & 1/3L SHALL INCREASE PROPORTIONATELY. RECOMMENDED TAPER, BUFFER AND SIGN SPACING SIGN SPACING FT B* MERGING FT C* SHIFTING FT D* SHOULDER FT E* BUFFER SPACE FT MAXIMUM CHANNELIZER SPACING FT MAXIMUM CHANNELIZER SPACING FT TAPER L TAPER 1/2 L TAPER 1/3 L TAPER TANGENT 65 500 780 390 260 685 50 100 PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL TRAFFIC CONTROL PLANS TEMECULA, CA 92590 CONTRACTOR: PROJECT ID: 4763494 42024 AVENIDA ALVARADO CHARTER Spectrum LEGEND FACE OF CURB EDGE OF PAVEMENT LANE STRIPING X X X RIGHT OF WAY CENTERLINE FENCE RAILROAD PROPOSED CONDUIT WORK ROAD EX. CONDITIONS LINETYPESDESCRIPTION WORK LOCATION TRAFFIC CONE BARRICADE FLASHING ARROW SIGN DIRECTIONAL ARROW HIGH LEVEL WARNING DEVICE TRUCK LOCATION FLAGGER SYM 24HR CONTACT: MARCOS IBARRA 909-821-3017 RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 3 1 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: CSABANDO@HHSCOMMUNICATIONS.NET HHS CONGRUEX© MT 6/14/22CITY REDLINES1 TRAFFIC CONTROL PLAN GENERAL NOTES 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. A HEA D HIGH LEVEL WARNING DEVICE (HLWD) POST TUBE TRAFFIC CONE CHANGEABLE MESSAGE SIGN TRAILER (TYP.) FLASHING ARROW SIGN TRAILER (TYP.) (FAS)(CMS) MISCELLANEOUS DEVICES SLOW VICINITY MAP N.T.S. N.T.S. WARNING SIGNS MUTCD [FEDERAL HIGHWAY ADMIN.] DESIGNATION (TYP) DETOUR M4-8 C9A(CA) C28A(CA) W1-6L W1-3 TO STOP PREPARED BE W3-4 W4-1L W4-2R W4-2R W5-1 ROAD NARROWS W6-4 W6-3 ENDS W8-3 PAVEMENT SHOULDER W8-4 SOFT GRAVEL W8-7 LOSE ROAD W8-8 ROUGH W9-3 CLOSED CENTER AHEAD LANE W1-8R XX MPH W13-1 W20-3 ROAD CLOSED AHEAD W20-4 ONE LANE ROAD AHEAD W20-5L LEFT LANE CLOSED AHEAD RIGHT W21-1A OIL W21-2 FRESH W21-2 ROAD MACHINERY AHEAD SHOULDER WORK W21-5 SURVEY CREW W21-6 WORK UTILITY AHEAD W21-7 ROAD WORK END G20-2 END DETOUR M4-8A END DETOUR M4-8A DETOUR M4-10R C12(CA) NARROW LANE C27(CA) OPEN TRENCH STOP C28A(CA) SLOW C30(CA) LANE CLOSED W1-4 W20-2 DETOUR AHEADWORK ROAD AHEAD W20-1 W12-1 W1-2 W1-1 R4-7 STOP R3-4 R3-2R3-1 R3-1 R3-18 R3-6 TURN RIGHT M U S T RIGHT LANE R3-7R TURN RIGHT M U S T RIGHT LANE R3-7R R3-17 BIKE LANE ENDS AHEAD R3-17B R3-17A R3-18 R4-1 DO NOT PASS BEGIN RIGHT TURN LANE YIELD TO BIKES R4-4 R4-7A KEEP RIGHT R4-7B KEEP RIGHT R5-6 R9-3 R9-9 CLOSED SIDEWALK USE OTHER SIDE SIDEWALK CLOSED R9-10 CROSS HERE R9-11L SIDEWALK CLOSED AHEAD CROSS HERE SIDEWALK CLOSED R9-11AR ROAD CLOSED R11-2 R11-2 R11-2 ROAD CLOSED LOCAL TRAFFIC ONLY AHEAD ROAD CLOSED TO THRU TRAFFIC REGULATORY SIGNS NOTES TEMP. NO PARKING SIGNS WHERE AFFECTED 72 HOURS PRIOR TO WORK. MAINTAIN DRIVEWAY ACCESS AS CONSTRUCTION ALLOWS. MAINTAIN MINIMUM 12' TRAVEL LANE WIDTH. FLAGGERS ARE TO ASSIST DRIVERS EXITING DRIVEWAYS WHEN WORK ACTIVITY MAY IMPAIR VIEW OF APPROACHING VEHICLES AND PEDESTRIANS THROUGH WORK ZONES WHERE SIDEWALK IS AFFECTED. WORK AREA TRAFFIC CONTROL SOW ROD & ROPE 1499' OF EXISTING UNDERGROUND CATV CONDUIT. EXCAVATION TO PLACE 486' OF NEW UNDERGROUND CATV CONDUIT & (1) NEW VAULT.42024 AVENIDA ALVARADO WORK HOURS: SUNDAY - THURSDAY 9:00PM TO 5:00AM WORK DURATION: 6 DAYS 2647 LD-235499 John Orolfo RCE No. C 51747 Expiration Date: 6/30/2024 2042 S. Grove Ave., Ontario, CA 91746 (909) 938-8121 John OrolfoJohn Orolfo John Orolfo 8/8/236/30/246/30/2451747 HHS CONSTRUCTION 2042 S GROVE AVE, ONTARIO, CA 91761 (909)731-8116 9/29/23 09/29/23 STOP D D D D D V V V 12 ' 12 ' 12 ' 12 ' 125' SHIFT TAPER 350' ROAD WORK END G20-2 WORK ROAD AHEAD W20-1C30(CA) LANE CLOSED R4-7A KEEP RIGHT (CONE MOUNT) C30(CA) LANE CLOSED 12' 12 ' 13 ' 12' PARKWAY PARKWAY PAINTED MEDIAN F.O.C. R.O.W. F.O.C. R.O.W. DIAZ RD. 45 M.P.H. PARKWAYPARKWAY 12' 12 ' 13 ' C30(CA) LANE CLOSED 13 ' PARKWAY 1 0 0 ' ONLY R3-5R R4-7A KEEP RIGHT (CONE MOUNT) W6-3 (CONE MOUNT) WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 F . O . C . R . O . W . P A R K W A Y F . O . C . R . O . W . SARAH WAY 25 M.P.H. P A R K W A Y 70' OPENING R4-7A KEEP RIGHT (CONE MOUNT) 13 ' 12' C30(CA) LANE CLOSED C30(CA) LANE CLOSED PARKWAYPARKWAY R4-7A KEEP RIGHT (CONE MOUNT) W6-3 (CONE MOUNT) R3-6L PARKWAY 1 0 0 ' WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 F . O . C . R . O . W . F . O . C . R . O . W . P A R K W A Y P A R K W A Y BLACK DEER LOOP 25 M.P.H. 13 ' 12 ' R4-7A KEEP RIGHT (CONE MOUNT) 55' OPENING DIAZ RD. 45 M.P.H. 13 ' CONSTRUCTION NOTE: CONTRACTOR TO MAINTAIN MIN. 4' CLEARANCE IN ORDER TO MEET ADA REQUIREMENTS OR PROVIDE FLAGGER TO ESCORT PEDESTRIANS THROUGH WORK AREA AT ALL TIMES. D DRIVEWAY DELINEATOR DETAIL CONTRACTOR WILL PROVIDE ACCESS TO DRIVEWAYS IN WORK AREA DURING ALL WORK HOURS AS SHOWN. STREET SW UNDERGROUND SERVICE ALERT C A L L B E F O R E YO U D I G  Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL TRAFFIC CONTROL PLANS CONTRACTOR:MT 6/14/22 CHARTER Spectrum CITY REDLINES1 LEGEND FACE OF CURB EDGE OF PAVEMENT LANE STRIPING X X X RIGHT OF WAY CENTERLINE FENCE RAILROAD PROPOSED CONDUIT WORK ROAD EX. CONDITIONS LINETYPESDESCRIPTION WORK LOCATION TRAFFIC CONE FLAGGER FLASHING ARROW SIGN DIRECTIONAL ARROW HIGH LEVEL WARNING DEVICE TRUCK LOCATION FLAGGER SYM 24HR CONTACT: MARCOS IBARRA 909-821-3017 RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 3 2 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: CSABANDO@HHSCOMMUNICATIONS.NET HHS CONGRUEX© 0 SCALE: 1"=40' 40'80' A* 25 30 35 40 45 50 100 250 250 250 350 350 125 180 540 600 65 90 125 160 270 300 45 60 85 110 180 200 160 205 260 315 380 450 SPEED "S" MPH 55 500 660 330 220 520 60 500 720 360 240 600 50 60 70 80 90 25 30 35 40 45 50 50 50 100 100 100 (2) 245 320 TABLE "A" * FOR 12' LANE WIDTH. IF LANE IS WIDER THEN 12', THE L, 1/2L & 1/3L SHALL INCREASE PROPORTIONATELY. RECOMMENDED TAPER, BUFFER AND SIGN SPACING SIGN SPACING FT B* MERGING FT C* SHIFTING FT D* SHOULDER FT E* BUFFER SPACE FT MAXIMUM CHANNELIZER SPACING FT MAXIMUM CHANNELIZER SPACING FT TAPER L TAPER 1/2 L TAPER 1/3 L TAPER TANGENT 65 500 780 390 260 685 50 100 TRAFFIC CONTROL 42024 AVENIDA ALVARADO SOW ROD & ROPE 1499' OF EXISTING UNDERGROUND CATV CONDUIT. EXCAVATION TO PLACE 486' OF NEW UNDERGROUND CATV CONDUIT & (1) NEW VAULT. TEMECULA, CA 92590 42024 AVENIDA ALVARADO PROJECT ID: 4763494 WORK DURATION: 6 DAYS SE E S H E E T 3 O F 3 "A " M A T C H L I N E " A " NOTES TEMP. NO PARKING SIGNS WHERE AFFECTED 72 HOURS PRIOR TO WORK. MAINTAIN DRIVEWAY ACCESS AS CONSTRUCTION ALLOWS. MAINTAIN MINIMUM 10' TRAVEL LANE WIDTH. FLAGGERS ARE TO ASSIST DRIVERS EXITING DRIVEWAYS WHEN WORK ACTIVITY MAY IMPAIR VIEW OF APPROACHING VEHICLES AND PEDESTRIANS THROUGH WORK ZONES WHERE SIDEWALK IS AFFECTED. LD-235499 2647 WORK HOURS: SUNDAY - THURSDAY 9:00PM TO 5:00AM John Orolfo RCE No. C 51747 Expiration Date: 6/30/2024 2042 S. Grove Ave., Ontario, CA 91746 (909) 938-8121 John OrolfoJohn Orolfo John Orolfo 8/8/236/30/246/30/2451747 HHS CONSTRUCTION 2042 S GROVE AVE, ONTARIO, CA 91761 (909)731-8116 9/29/23 09/29/23 F O C F O C R O W R O W D D D D D D VPARKW A Y PARKW A Y PARKWAY PARKWAY P A R K W A Y P A R K W A Y V P A R K W A Y P A R K W A Y P A R K W A Y D D V 1 8 ' 2 1 ' 1 3 ' 1 0 ' 240' BU F F E R 8' 13 ' 12' ONLY R3-5R C30(CA) LANE CLOSED C30(CA) LANE CLOSED R4-7A KEEP RIGHT (CONE MOUNT) W6-3 (CONE MOUNT) T.A.N. S . A . T . 1 0 ' 12' 12' C12(CA) NARROW LANE C30A(CA) SHOULDER CLOSED ROAD WORK END G20-2 WORK ROAD AHEAD W20-1 W1-6L C30A(CA) SHOULDER CLOSED PAIN T E D M E D I A N PARK W A Y PARK W A Y PAINT E D M E D I A N F.O.C . R.O.W . DIAZ R D . 45 M . P . H . R.O.W . F.O.C . 1 2 ' 18' 1 2 ' 18' 8' 1 2 ' 18' 2 0 ' 8' 1 2 ' C30A(CA) SHOULDER CLOSED C30A(CA) SHOULDER CLOSED 2 5 0 ' WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 AVENIDA ALVARADO 35 M.P.H. 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 DIAZ RD. 45 M.P.H. A H E A D SI G N A L A H E A D SI G N A L 270' S H I F T T A P E R 1 0 ' 1 0 0 ' WORK ROAD AHEAD W20-1 ROAD WORK END G20-2 F O C R O W R O W F O C RIO NEDO RD. 25 M.P.H. PARK W A Y 350' 350' P A R K W A Y P A R K W A Y PAIN T E D M E D I A N 2 1 ' 12' C30A(CA) SHOULDER CLOSED PARK W A Y 1 0 ' 350' W5-1 ROAD NARROWS CONSTRUCTION NOTE: CONTRACTOR TO MAINTAIN MIN. 4' CLEARANCE IN ORDER TO MEET ADA REQUIREMENTS OR PROVIDE FLAGGER TO ESCORT PEDESTRIANS THROUGH WORK AREA AT ALL TIMES. D DRIVEWAY DELINEATOR DETAIL CONTRACTOR WILL PROVIDE ACCESS TO DRIVEWAYS IN WORK AREA DURING ALL WORK HOURS AS SHOWN. STREET SW UNDERGROUND SERVICE ALERT C A L L B E F O R E YO U D I G  Call: TOLL FREE 811 www.call811.com TWO WORKING DAYS BEFORE YOU DIG PUBLIC WORKS - TRAFFIC ENGINEERING DIVISION CITY OF TEMECULAENGINEER'S INFORMATIONENGINEER'S SEAL TRAFFIC CONTROL PLANS CONTRACTOR:MT 9/28/23 CHARTER Spectrum CITY REDLINES1 LEGEND FACE OF CURB EDGE OF PAVEMENT LANE STRIPING X X X RIGHT OF WAY CENTERLINE FENCE RAILROAD PROPOSED CONDUIT WORK ROAD EX. CONDITIONS LINETYPESDESCRIPTION WORK LOCATION TRAFFIC CONE FLAGGER FLASHING ARROW SIGN DIRECTIONAL ARROW HIGH LEVEL WARNING DEVICE TRUCK LOCATION FLAGGER SYM 24HR CONTACT: MARCOS IBARRA 909-821-3017 RECOMMENDED BY:DATE: ACCEPTED BY:DATE: R.T.E. NO. NICOLAS M. MINICILLI TRAFFIC ENGINEER 3 3 2042 S GROVE AVE ONTARIO, CA 91761 PROJECT MANAGER: CHRIS SABANDO CELL: 909-731-8116 PHONE 909-230-5170 EMAIL: CSABANDO@HHSCOMMUNICATIONS.NET HHS CONGRUEX© 0 SCALE: 1"=40' 40'80' A* 25 30 35 40 45 50 100 250 250 250 350 350 125 180 540 600 65 90 125 160 270 300 45 60 85 110 180 200 160 205 260 315 380 450 SPEED "S" MPH 55 500 660 330 220 520 60 500 720 360 240 600 50 60 70 80 90 25 30 35 40 45 50 50 50 100 100 100 (2) 245 320 TABLE "A" * FOR 12' LANE WIDTH. IF LANE IS WIDER THEN 12', THE L, 1/2L & 1/3L SHALL INCREASE PROPORTIONATELY. RECOMMENDED TAPER, BUFFER AND SIGN SPACING SIGN SPACING FT B* MERGING FT C* SHIFTING FT D* SHOULDER FT E* BUFFER SPACE FT MAXIMUM CHANNELIZER SPACING FT MAXIMUM CHANNELIZER SPACING FT TAPER L TAPER 1/2 L TAPER 1/3 L TAPER TANGENT 65 500 780 390 260 685 50 100 NOTES TEMP. NO PARKING SIGNS WHERE AFFECTED 72 HOURS PRIOR TO WORK. MAINTAIN DRIVEWAY ACCESS AS CONSTRUCTION ALLOWS. MAINTAIN MINIMUM 10' TRAVEL LANE WIDTH. FLAGGERS ARE TO ASSIST DRIVERS EXITING DRIVEWAYS WHEN WORK ACTIVITY MAY IMPAIR VIEW OF APPROACHING VEHICLES AND PEDESTRIANS THROUGH WORK ZONES WHERE SIDEWALK IS AFFECTED. TRAFFIC CONTROL 42024 AVENIDA ALVARADO SOW ROD & ROPE 1499' OF EXISTING UNDERGROUND CATV CONDUIT. EXCAVATION TO PLACE 486' OF NEW UNDERGROUND CATV CONDUIT & (1) NEW VAULT. TEMECULA, CA 92590 42024 AVENIDA ALVARADO PROJECT ID: 4763494 WORK DURATION: 6 DAYS SE E S H E E T 2 O F 3 "A " M A T C H L I N E " A " LD-235499 2647 WORK HOURS: SUNDAY - THURSDAY 9:00PM TO 5:00AM John Orolfo RCE No. C 51747 Expiration Date: 6/30/2024 2042 S. Grove Ave., Ontario, CA 91746 (909) 938-8121 John OrolfoJohn Orolfo John Orolfo 8/8/236/30/246/30/2451747 HHS CONSTRUCTION 2042 S GROVE AVE, ONTARIO, CA 91761 (909)731-8116 9/29/23 09/29/23