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HomeMy WebLinkAboutLD23-2358Permit Number: LD23-2358 LD - Utilities/ Excavation - Parallel Issued: 05/18/2023 Expired: 03/12/2024 Job Address: 44092 Margarita 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 Veronica Barrozo 2042 S. Grove Ave Ontario, CA 91761 (909) 721-3785 Applicant: Hhs Construction, Llc 2042 S Grove Avenue Ontario, CA 91761 (909) 393-3322 Contractor: Utility Work Order Number: PID_3511405 Description: Charter; 3511405 WORK HOURS SHALL BE MONDAY - FRIDAY: 9AM - 2PM Contractor: HHS Construction Location: 44092 Margarita Rd On the E/s of Margarita Rd. tie into existing utility pole #4269810E. Place one new riser. Trench E to place 11' of 2" conduit. Trench N to place 6' of 2" conduit. Place new charter 17"x30" vault. Work duration: 2 days All facilities shall be installed in accordance with City Standard Drawing 117. Traffic Control shall be in accordance with approved Traffic Control Plan LD23-2358 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 or 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: LD23-2358 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: LD23-2358 LD - Utilities/ Excavation - Parallel City Engineer or Authorized Representative Date 05/18/2023 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. On the E/s of Margarita Rd. tie into existing utility pole # 4269810E. Place one new riser. Trench E to place 11' of 2" conduit. Trench N to place 6' 0f 2" conduit. Place one new charter 17"x30" vault. x 44092 Margarita RD PID_3511405 07/10/2023 07/12/2023 LD23-2358 APPROVED BY CITY OF TEMECULA PUBLIC WORKS david.pina 04/20/2023 04/20/2023 04/20/2023 04/20/20 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 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. 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 #: 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: Charter Communications, LLC Mailing Address: 7337 Central Ave, Riverside CA 92504 Z11permit@charter.comContact: Tyrone Hawkins Phone #: 951-565-6118 04/06/2023 818906 A, B, C-7, C10, C31 049178 909-815-0499 Kaitlyn Amen 909-957-3319 2042 S. GROVE AVE, ONTARIO CA 91761 HHS CONSTRUCTION, LLC. S S S S S S S S S S G A S G A S G A S G A S G A S T T T T T T T T T T E E E E E W W W W W W W W W W W W W W W P A R K W A Y F O C C / L F O C R O W R O W M A R G A R I T A R D S I D E W A L K G U T T E R G U T T E R S I D E W A L K P A R K W A Y P A R K W A Y S I D E W A L K G U T T E R G U T T E R S I D E W A L K P A R K W A Y V 12' F O C C / L F O C R O W R O W 5 0 2 ' T O D E P O R T O L A R D 110'55' 55' 43' 43' 12' 39' 37' 32'39' 37' 35' EX. TRAFFIC HH EX. UTILITY POLE # 4269810E 2' BEHIND CURB, IN CONCRETE SIDEWALK 1 2" 14' TRENCH 1 2" 3' TRENCH CONSTRUCTION TO CONTINUE IN PRIVATE PROPERTY PLACE NEW CHARTER 17" X 30" VAULT 9' BEHIND CURB, IN PARKWAY REMOVE AND REPLACE 48 SQ. FT. OF CONCRETE SIDEWLAK 16' 23' 12' 110' 55' 55' 43' 43' 12' 39' 37' 32' 39' 37' 35' 16' 23'12' 45' 7' 9'8 ' 2' DE PO R T O L A R D V RESTORE LANDSCAPE AREA IN KIND RESTORE LANDSCAPE AREA IN KIND 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: 3511405 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 Cable SpectrumTime Warner 7337 CENTRAL AVE RIVERSIDE, CA 92504 44092 MARGARITA RD, TEMECULA, CA 92592 WORK DURATION: 2 DAYS CITY OF TEMECULA VICINITY MAP N.T.S. N.T.S. UNDERGOUND 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. TOTAL AERIAL FT. 0 0 0 0 0 0 1 0 0 0 17 0 17 EXCAVATION PLAN 44092 MARGARITA RD 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 1 OF 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 © R E V I S I O N S D E S C R I P T I O N SDATENO. 1.04/26/2023 CITY REDLINE WORK HOURS: MONDAY-FRIDAY 9AM TO 2PM 0 SCALE: 1"=20' 20'40' WORK AREA SIDEWALK TRENCH DETAIL N.T.S. SOW EXCAVATION TO PLACE 17' OF NEW CONDUIT AND ONE NEW VAULT FOCFOC12 6 3 9 POLE TAG: 4269810E NEW 1-2" SCH 80 PVC RISER 1 MARGARITA RD PLACE NEW RISER @ 11:00 STEP POLE AT 12:00 & 6:00 PERMIT # LD23-2358 CLEARED BY CITY OF TEMECULA PUBLIC WORKS david.pina 05/15/2023 05/15/2023 05/15/2023 05/15/20 Sheet: 1File: ..\City Standard\PM_52205.pdfMissing or invalid referenceRANCHO CALIFORNIA RD W8-1BUMPDO NOTSTOPR15-1& R8-8ONRAILCROSSINGTRACKSROADDA*2530354045501002502502503503501251805406006590125160270300456085110180200160205260315380450SPEED "S"MPH553506603302205206035072036024060050607080902530354045505560100110120(2)245320TABLE "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 SIGNSPACINGFTB*MERGINGFTC*SHIFTINGFTD*SHOULDERFTE*BUFFERSPACE FTMAXIMUMCHANNELIZERSPACINGFTMAXIMUMCHANNELIZERSPACINGFTTAPER LTAPER 1/2 LTAPER 1/3 LTAPER TANGENTDGUTTERPARKWAYSIDEWALKRAISED MEDIANPAINTED MEDIANASPHALTBIKE LANEDSHOULDERSHIFTMERGEFLAGGERW4-2LRIGHTTRAFFICMERGEW4-7RTHRUR3-8R3-18R61-1 (CA)ONLYR61-3 (CA)ONLYR61-5 (CA)ONLYR61-7 (CA)ONLYR61-9 (CA)ONLYR61-11 (CA)ONLYR61-13 (CA)ONLYONLYONLYR61-15 (CA)ONLYONLYR61-17 (CA)ONLYONLYR61-19 (CA)ONLYONLYR61-22 (CA)ONLYR61-24 (CA)ONLYONLYR61-26 (CA)ONLYONLYR61-34 (CA)ONLYONLYONLYR61-36 (CA)ONLYR3-6RTURN RIGHTM U S TRIGHT LANER3-7RONE WAYR6-1LWAYONER6-2RCLOSEDBIKESC11 (MOD)LANER2-1SPEEDLIMITWORKZONE##WAYWRONGR5-1ACLOSEDEXITR5-2AAND BICYCLESPEDESTRIANR5-10BPROHIBITEDPROHIBITEDPEDESTRIANR5-10CW8-5W8-6CROSSINGTRUCKW8-7GRAVELLOOSEW8-8ROADROUGHW8-9SHOULDERLOWW8-11LANESUNEVENAHEADPLATESSTEELW8-24R8-8DO NOTSTOPONTRACKSW6-3(CONE MOUNT)W6-4(CONE MOUNT)BARRICADETYPE IIITO STOPPREPAREDBEW3-4W3-5SPEEDLIMIT##W4-1LW10-1RRW12-1W20-2DETOURAHEADW20-4ONE LANEROADAHEADC27(CA)OPENTRENCHC30(CA)LANECLOSEDC31SPECIALEVENTAHEADFOLLOW MEPILOT CARG20-4G20-5aPWORKZONENOTPASSDOR4-1BEGINRIGHT TURN LANEYIELD TO BIKESR4-4R4-8R4-7FULL LANEMAY USER4-11R3-1R3-2R3-4R3-6R13A (CA)ON REDDETOURSC3SHOULDERLEFTCLOSEDW21-5ALCLOSEDAHEADC20(RT)RIGHTLANEW20-3ROADCLOSEDAHEADW20-5RRIGHT LANECLOSEDAHEADSHOULDERWORKW21-5C24 (CA)SHOULDERWORKAHEADC31A (CA)NOSHOULDERROAD WORKENDG20-2WORKROADAHEADW20-1W1-1RW1-2LW1-3RW1-4LW1-6LW1-8LW1-4LW1-2RW1-6RW3-1W3-3R4-7AKEEPRIGHT(CONE MOUNT)KEEPLEFTR4-8B(CONE MOUNT)BARRICADETYPE IIIC30(CA)LANECLOSEDW6-3(CONE MOUNT)R4-7AKEEPRIGHT(CONE MOUNT)KEEPLEFTR4-8A(CONE MOUNT)ROAD WORKENDG20-2WORKROADAHEADW20-1ROAD WORKENDG20-2WORKROADAHEADW20-1ONLYR3-5LONLYR3-5AW4-2RCLOSEDAHEADC20(LT)LEFTLANEBIKE LANECLOSEDAHEADC20(BIKE)BIKELANECLOSEDC30(BIKE)BIKELANESPEEDREDUCTIONDETOURSPECIAL SIGNSRAIL SIGNSOTHER SIGNSR2-1DO NOTENTERR5-1R8-3PW21-1WORKUTILITYAHEADW21-7W24-1C31SPECIALEVENTAHEADA DEDICATED INDIVIDUAL WILL BE ASSIGNED THERESPONSIBILITY OF ESCORTING PEDESTRIANSTHROUGH THE WORK AREA IN ACCORDANCE WITHTHREE MAJOR CONSIDERATIONS:1.PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH WORK SITE VEHICLES, EQUIPMENTOR OPERATIONS2.PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH MAINLINE TRAFFIC MOVINGTHROUGH OR AROUND THE WORK SITE.3.PEDESTRIANS SHOULD BE PROVIDED WITH AREASONABLY SAFE, CONVENIENT AND ACCESSIBLEPATH THAT REPLICATES AS NEARLY AS PRACTICALTHE MOST DESIRABLE CHARACTERISTICS OF THEEXISTING SIDEWALK OR FOOTPATHPEDESTRIAN CONTROL NOTES:CROSS HERER9-11RSIDEWALK CLOSEDAHEADRECESSED STEEL PLATES SHALL BE PLACEDOVER OPEN TRENCH DURING NON WORKHOURS. W8-24 SIGNS SHALL BE PLACED ASADVANCED WARNING TO VEHICLES.MANHOLE 345 IS +/- 500' EASTOF THE C/L OF SANYO RD.TAKE LANE ATPOCKET ORIGINEND SHIFT TAPERAT LANE ORIGINFLAGGERS SHALL REMAIN INCOMMUNICATION VIA RADIO ATALL TIMES.TRAFFIC CONTROL EQUIPMENTSHALL MAINTAIN MINIMUM 15'CLEARANCE FROM RAILROAD TRACKS.SET SIGNALIZED INTERSECTION TOFLASH RED DURING WORK HOURS.PLACEON BOTH SIDESOF WORK AREASIDEWALKR9-9CLOSEDALL TRAFFIC DEVICES WITHINCALTRANS RIGHT OF WAY SHALLBE APPROVED BY CALTRANSPLACEAT THE N/E CORNER OFPORTOLA AVE & N. L ST.CMS TO READ:ROAD WORK AHEAD;EXPECT DELAYSPLACE STEEL PLATES OVER OPEN TRENCHTO ALLOW ACCESS TO DRIVEWAYS.ALL TRAFFIC DEVICES WITHIN CITYOF (NAME) RIGHT OF WAY SHALLBE APPROVED BY CITY OF (NAME)ALL TRAFFIC DEVICES WITHIN COUNTYOF (NAME) RIGHT OF WAY SHALL BEAPPROVED BY COUNTY OF (NAME)PEDCONTRACTOR TO COORDINATE WITH TRANSIT AUTHORITIES TO CLOSE ORTEMPORARILY RELOCATE BUS STOP DURING CONSTRUCTION.CONTRACTOR TO CONTACT TORRANCE TRANSIT SYSTEM (TTS) BUS STOP3 WORKING DAYS PRIOR TO THE START OF WORK FOR TEMPORARYRELOCATION OF BUS STOP (310) 618-6266.NOTIFY FIRE STATION 72 PRIOR TO START OFWORK. ACCESS FOR EMERGENCY VEHICLESSHALL BE MAINTAINED AT ALL TIMES.CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TOSTART OF WORK TO ALERT OWNER TO POSSIBLEDRIVEWAY CLOSURE AND ALTERNATE ACCESSCONTRACTOR SHALL COORDINATE WORKHOURS WITH LOCAL SCHOOL BELL SCHEDULE.NO TRAFFIC CONTROL EQUIPMENT SHALL BEPLACED UNTIL AFTER SCHOOL IS IN SESSION. FLASHINGARROW BOARDHHS TCPCENTER LINERIGHT-OF-WAYSIDEWALKGUTTERSOLID STRIPEDASHED STRIPINGBIKE LANE STRIPINGLINE TYPESBASE TOOLSNORMAN BLVD.25 M.P.H.E.O.AF.O.C.R.O.W.STOPBORE PITFLAGGERVPPOTHOLEMHPOLEPEDVAULTHHHAND HOLEWATER HHSHOULDERDIRT SHOULDERCITY OF INDUSTRY R.O.W.COUNTY OF LOS ANGELES R.O.W.CALTRANS R.O.W.PEDSENDDETOURM4-8ADETOURM4-8DETOURM4-9L& D3-1STREETDETOURM4-10LSC9DETOURXXSIDEWALKR9-9CLOSEDR9-3AUSE OTHER SIDESIDEWALK CLOSEDR9-10CROSS HERER9-11RSIDEWALK CLOSEDAHEADCROSS HERESIDEWALK CLOSEDR9-11ARCROSS HERESIDEWALK CLOSEDR9-11ALXINGSLOWBUMPSTOPLANEPOOLFWYRUNAWAYCLEARKEEPYIELDSLOWTURNLEFT RIGHTTRUCKBUSONLYWAITPEDHERENOCAR25 354045505530SCHOOLVEHICESAHEADBIKELANEBIKELANEW11-1W16-1W11-1 ASSEMBLYSHARETHE ROADDETOUR PLANDETOUR PLANDACIA BLVD.SHASTA WAYE HUNTINGTON DR.MAIN ST.ELM AVE.WORKLOCATIONR3-4NOTESSTEELPLATEBUSTAKE LANEMH !FLAGGERROWSIDEWALKRAIL RD.SIGNALCMSSCHOOLCONTRACTOR TO COORDINATEWORK HOURS WITH LOCALSCHOOL ADMINISTRATIONACCESSFIRESTATIONGEO EXC TCPBASEVSLCTELCOCONTRACTOR TO COORDINATE WITH TRANSITAUTHORITIES TO CLOSE OR TEMPORARILYRELOCATE BUS STOP DURING CONSTRUCTIONFOCC/LFOCROWROWFOCC/LFOCROWROWC30(CA)LANECLOSEDROAD WORKENDG20-2DETOURM4-10LCLOSEDROADR11-2R2-1SPEEDLIMITWORKZONE##R3-4NOTPASSDOR4-1DO NOTENTERR5-1WAYONER6-2RR8-3PCROSS HERER9-11LSIDEWALK CLOSEDAHEADSC9DETOURXXW1-8LW11-1W16-1W11-1 ASSEMBLYSHARETHE ROADW3-5SPEEDLIMIT##W8-6CROSSINGTRUCKDO NOTSTOPR15-1& R8-8ONRAILCROSSINGTRACKSROAD12"'TRENCH12"'BOREW20-4ONE LANEROADAHEADROAD WORKENDG20-2CLOSEDAHEADC20(RT)RIGHTLANEC30(CA)LANECLOSEDW4-2RWORKROADAHEADW20-1ROAD WORKENDG20-2C9A(CA)C30A(CA)SHOULDERCLOSEDTO STOPPREPAREDBEW3-4W1-8RWORKROADAHEADW20-1ROAD WORKENDG20-2C12(CA)NARROWLANEC30A(CA)SHOULDERCLOSEDWORKROADAHEADW20-1ROAD WORKENDG20-2R3-2R3-4ONLYR3-5RTURN RIGHTM U S TRIGHT LANER3-7RW11-1W16-1W11-1 ASSEMBLYSHARETHE ROADC31A (CA)NOSHOULDERW1-6LCLOSEDBIKESC11 (MOD)LANESIDEWALKR9-9CLOSEDCROSS HERER9-11LSIDEWALK CLOSEDAHEADSHOULDERWORKW21-5W12-1W20-4ONE LANEROADAHEADW6-3CENTER LINERIGHT-OF-WAYSIDEWALKGUTTER SOLID STRIPEDASHED STRIPINGBIKE LANE STRIPING STOPPBP13"'TRENCH13"'BORERVBASE TOOLSEXC TOOLSTCP TOOLSA*2530354045501002502502503503501251805406006590125160270300456085110180200160205260315380450SPEED "S"MPH553506603302205206035072036024060050607080902530354045505560100110120(2)245320TABLE "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 SIGNSPACINGFTB*MERGINGFTC*SHIFTINGFTD*SHOULDERFTE*BUFFERSPACE FTMAXIMUMCHANNELIZERSPACINGFTMAXIMUMCHANNELIZERSPACINGFTTAPER LTAPER 1/2 LTAPER 1/3 LTAPER TANGENTDGUTTERPARKWAYSIDEWALKMEDIANPAINTED MEDIANASPHALTBIKE LNSTREET NAMESTREET NAMER4-7AKEEPRIGHTR4-7AKEEPRIGHTW1-6LEXIST TELCO VAULT.EXIST TELCO PEDESTAL.EXIST TELCO MANHOLEEXIST ELECTRIC MANHOLE.EXIST ELECTRIC CABINET.EXIST ELECTRIC VAULT.EXIST ELECTRIC PEDESTAL.ELECTRICCATVEXIST CATV VAULT.EXIST CATV PEDESTAL.EXIST WATER METER VAULT.EXIST WATER VALVE.EXIST FIRE HYDRANT.WATEREXIST STREETLIGHT.EXIST SLC HANDHOLE.SEWER / SDEXIST STORM DRAIN MANHOLE.EXIST SEWER MANHOLE.RANDOMEXIST UTILITY POLE.EXIST TREE.EXIST TRAFFIC SIGN.REMOVE & REPLACE 36 SQ. FT. OF CONCRETE SIDEWALK.PLACE NEW CHARTER 17"X30" VAULT ' BEHIND CURB, IN PARKWAY.EXIST CATV VAULT ' BEHIND CURB, IN PARKWAY.PLACE NEW CHARTER 17"X30" VAULT ' BEHIND CURB, IN CONCRETE SIDEWALK.EXIST CATV VAULT ' BEHIND CURB, IN CONCRETE SIDEWALK.EXIST UTILITY POLE,POLE #CONSTRUCTION TO CONTINUE IN PRIVATE PROPERTY.DR.R. NOTES:1. FLAGGER AT RAILROAD SIGNAL IFDEEMED NEEDED2. NO DEVICES WITHIN 15' OF TRACK3. NO DEVICES WITHIN RAILROADRIGHT-OF-WAY1# 3417SA*2530354045501002502502503503501251805406006590125160270300456085110180200160205260315380450SPEED "S"MPH553506603302205206035072036024060050607080902530354045505560100110120(2)245320TABLE "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 SIGNSPACINGFTB*MERGINGFTC*SHIFTINGFTD*SHOULDERFTE*BUFFERSPACE FTMAXIMUMCHANNELIZERSPACINGFTMAXIMUMCHANNELIZERSPACINGFTTAPER LTAPER 1/2 LTAPER 1/3 LTAPER TANGENTR4-7AKEEPRIGHT(CONE MOUNT)(CONEMOUNT)CONTACT PROPERTY OWNER(S) 72HOURS PRIOR TO START OF WORK.PROPERTYOWNER DDDDD35'315' W8-1BUMPDO NOTSTOPR15-1& R8-8ONRAILCROSSINGTRACKSROADDA*2530354045501002502502503503501251805406006590125160270300456085110180200160205260315380450SPEED "S"MPH553506603302205206035072036024060050607080902530354045505560100110120(2)245320TABLE "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 SIGNSPACINGFTB*MERGINGFTC*SHIFTINGFTD*SHOULDERFTE*BUFFERSPACE FTMAXIMUMCHANNELIZERSPACINGFTMAXIMUMCHANNELIZERSPACINGFTTAPER LTAPER 1/2 LTAPER 1/3 LTAPER TANGENTDGUTTERPARKWAYSIDEWALKRAISED MEDIANPAINTED MEDIANASPHALTBIKE LANEDSHOULDERSHIFTMERGEFLAGGERW4-2LRIGHTTRAFFICMERGEW4-7RTHRUR3-8R3-18R61-1 (CA)ONLYR61-3 (CA)ONLYR61-5 (CA)ONLYR61-7 (CA)ONLYR61-9 (CA)ONLYR61-11 (CA)ONLYR61-13 (CA)ONLYONLYONLYR61-15 (CA)ONLYONLYR61-17 (CA)ONLYONLYR61-19 (CA)ONLYONLYR61-22 (CA)ONLYR61-24 (CA)ONLYONLYR61-26 (CA)ONLYONLYR61-34 (CA)ONLYONLYONLYR61-36 (CA)ONLYR3-6RTURN RIGHTM U S TRIGHT LANER3-7RONE WAYR6-1LWAYONER6-2RCLOSEDBIKESC11 (MOD)LANER2-1SPEEDLIMITWORKZONE##WAYWRONGR5-1ACLOSEDEXITR5-2AAND BICYCLESPEDESTRIANR5-10BPROHIBITEDPROHIBITEDPEDESTRIANR5-10CW8-5W8-6CROSSINGTRUCKW8-7GRAVELLOOSEW8-8ROADROUGHW8-9SHOULDERLOWW8-11LANESUNEVENAHEADPLATESSTEELW8-24R8-8DO NOTSTOPONTRACKSW6-3(CONE MOUNT)W6-4(CONE MOUNT)BARRICADETYPE IIITO STOPPREPAREDBEW3-4W3-5SPEEDLIMIT##W4-1LW10-1RRW12-1W20-2DETOURAHEADW20-4ONE LANEROADAHEADC27(CA)OPENTRENCHC30(CA)LANECLOSEDC31SPECIALEVENTAHEADFOLLOW MEPILOT CARG20-4G20-5aPWORKZONENOTPASSDOR4-1BEGINRIGHT TURN LANEYIELD TO BIKESR4-4R4-8R4-7FULL LANEMAY USER4-11R3-1R3-2R3-4R3-6R13A (CA)ON REDDETOURSC3SHOULDERLEFTCLOSEDW21-5ALCLOSEDAHEADC20(RT)RIGHTLANEW20-3ROADCLOSEDAHEADW20-5RRIGHT LANECLOSEDAHEADSHOULDERWORKW21-5C24 (CA)SHOULDERWORKAHEADC31A (CA)NOSHOULDERROAD WORKENDG20-2WORKROADAHEADW20-1W1-1RW1-2LW1-3RW1-4LW1-6LW1-8LW1-4LW1-2RW1-6RW3-1W3-3R4-7AKEEPRIGHT(CONE MOUNT)KEEPLEFTR4-8B(CONE MOUNT)BARRICADETYPE IIIC30(CA)LANECLOSEDW6-3(CONE MOUNT)R4-7AKEEPRIGHT(CONE MOUNT)KEEPLEFTR4-8A(CONE MOUNT)ROAD WORKENDG20-2WORKROADAHEADW20-1ROAD WORKENDG20-2WORKROADAHEADW20-1ONLYR3-5LONLYR3-5AW4-2RCLOSEDAHEADC20(LT)LEFTLANEBIKE LANECLOSEDAHEADC20(BIKE)BIKELANECLOSEDC30(BIKE)BIKELANESPEEDREDUCTIONDETOURSPECIAL SIGNSRAIL SIGNSOTHER SIGNSR2-1DO NOTENTERR5-1R8-3PW21-1WORKUTILITYAHEADW21-7W24-1C31SPECIALEVENTAHEADA DEDICATED INDIVIDUAL WILL BE ASSIGNED THERESPONSIBILITY OF ESCORTING PEDESTRIANSTHROUGH THE WORK AREA IN ACCORDANCE WITHTHREE MAJOR CONSIDERATIONS:1.PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH WORK SITE VEHICLES, EQUIPMENTOR OPERATIONS2.PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH MAINLINE TRAFFIC MOVINGTHROUGH OR AROUND THE WORK SITE.3.PEDESTRIANS SHOULD BE PROVIDED WITH AREASONABLY SAFE, CONVENIENT AND ACCESSIBLEPATH THAT REPLICATES AS NEARLY AS PRACTICALTHE MOST DESIRABLE CHARACTERISTICS OF THEEXISTING SIDEWALK OR FOOTPATHPEDESTRIAN CONTROL NOTES:CROSS HERER9-11RSIDEWALK CLOSEDAHEADRECESSED STEEL PLATES SHALL BE PLACEDOVER OPEN TRENCH DURING NON WORKHOURS. W8-24 SIGNS SHALL BE PLACED ASADVANCED WARNING TO VEHICLES.MANHOLE 345 IS +/- 500' EASTOF THE C/L OF SANYO RD.TAKE LANE ATPOCKET ORIGINEND SHIFT TAPERAT LANE ORIGINFLAGGERS SHALL REMAIN INCOMMUNICATION VIA RADIO ATALL TIMES.TRAFFIC CONTROL EQUIPMENTSHALL MAINTAIN MINIMUM 15'CLEARANCE FROM RAILROAD TRACKS.SET SIGNALIZED INTERSECTION TOFLASH RED DURING WORK HOURS.PLACEON BOTH SIDESOF WORK AREASIDEWALKR9-9CLOSEDALL TRAFFIC DEVICES WITHINCALTRANS RIGHT OF WAY SHALLBE APPROVED BY CALTRANSPLACEAT THE N/E CORNER OFPORTOLA AVE & N. L ST.CMS TO READ:ROAD WORK AHEAD;EXPECT DELAYSPLACE STEEL PLATES OVER OPEN TRENCHTO ALLOW ACCESS TO DRIVEWAYS.ALL TRAFFIC DEVICES WITHIN CITYOF (NAME) RIGHT OF WAY SHALLBE APPROVED BY CITY OF (NAME)ALL TRAFFIC DEVICES WITHIN COUNTYOF (NAME) RIGHT OF WAY SHALL BEAPPROVED BY COUNTY OF (NAME)PEDCONTRACTOR TO COORDINATE WITH TRANSIT AUTHORITIES TO CLOSE ORTEMPORARILY RELOCATE BUS STOP DURING CONSTRUCTION.CONTRACTOR TO CONTACT TORRANCE TRANSIT SYSTEM (TTS) BUS STOP3 WORKING DAYS PRIOR TO THE START OF WORK FOR TEMPORARYRELOCATION OF BUS STOP (310) 618-6266.NOTIFY FIRE STATION 72 PRIOR TO START OFWORK. ACCESS FOR EMERGENCY VEHICLESSHALL BE MAINTAINED AT ALL TIMES.CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TOSTART OF WORK TO ALERT OWNER TO POSSIBLEDRIVEWAY CLOSURE AND ALTERNATE ACCESSCONTRACTOR SHALL COORDINATE WORKHOURS WITH LOCAL SCHOOL BELL SCHEDULE.NO TRAFFIC CONTROL EQUIPMENT SHALL BEPLACED UNTIL AFTER SCHOOL IS IN SESSION. FLASHINGARROW BOARDHHS TCPCENTER LINERIGHT-OF-WAYSIDEWALKGUTTERSOLID STRIPEDASHED STRIPINGBIKE LANE STRIPINGLINE TYPESBASE TOOLSNORMAN BLVD.25 M.P.H.E.O.AF.O.C.R.O.W.STOPBORE PITFLAGGERVPPOTHOLEMHPOLEPEDVAULTHHHAND HOLEWATER HHSHOULDERDIRT SHOULDERCITY OF INDUSTRY R.O.W.COUNTY OF LOS ANGELES R.O.W.CALTRANS R.O.W.PEDSENDDETOURM4-8ADETOURM4-8DETOURM4-9L& D3-1STREETDETOURM4-10LSC9DETOURXXSIDEWALKR9-9CLOSEDR9-3AUSE OTHER SIDESIDEWALK CLOSEDR9-10CROSS HERER9-11RSIDEWALK CLOSEDAHEADCROSS HERESIDEWALK CLOSEDR9-11ARCROSS HERESIDEWALK CLOSEDR9-11ALXINGSLOWBUMPSTOPLANEPOOLFWYRUNAWAYCLEARKEEPYIELDSLOWTURNLEFT RIGHTTRUCKBUSONLYWAITPEDHERENOCAR25 354045505530SCHOOLVEHICESAHEADBIKELANEBIKELANEW11-1W16-1W11-1 ASSEMBLYSHARETHE ROADDETOUR PLANDETOUR PLANDACIA BLVD.SHASTA WAYE HUNTINGTON DR.MAIN ST.ELM AVE.WORKLOCATIONR3-4NOTESSTEELPLATEBUSTAKE LANEMH !FLAGGERROWSIDEWALKRAIL RD.SIGNALCMSSCHOOLCONTRACTOR TO COORDINATEWORK HOURS WITH LOCALSCHOOL ADMINISTRATIONACCESSFIRESTATIONCONTACT PROPERTY OWNER(S) 72HOURS PRIOR TO START OF WORK.PROPERTYOWNER PARKWAY VDDD100' BUFFER250'250'ROAD WORKENDG20-2W20-3ROADCLOSEDAHEADROAD WORKENDG20-2W11-1W16-1W11-1 ASSEMBLYSHARETHE ROADCLOSEDC30(BIKE)BIKELANECLOSEDC30(BIKE)BIKELANE12'14'12'12'SIDEWALKSIDEWALKSIDEWALKPARKWAYSIDEWALKSIDEWALKSIDEWALKPARKWAYPARKWAYPARKWAYPARKWAYPARKWAYRAISED MEDIANRAISED MEDIANBIKE LANEBIKE LANEBIKE LANEMARGARITA RD.40 M.P.H.MARGARITA RD.40 M.P.H.SIDEWALKR9-9CLOSEDA DEDICATED INDIVIDUAL WILL BE ASSIGNED THERESPONSIBILITY OF ESCORTING PEDESTRIANSTHROUGH THE WORK AREA IN ACCORDANCE WITHTHREE MAJOR CONSIDERATIONS:1.PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH WORK SITE VEHICLES, EQUIPMENTOR OPERATIONS2.PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH MAINLINE TRAFFIC MOVINGTHROUGH OR AROUND THE WORK SITE.3.PEDESTRIANS SHOULD BE PROVIDED WITH AREASONABLY SAFE, CONVENIENT AND ACCESSIBLEPATH THAT REPLICATES AS NEARLY AS PRACTICALTHE MOST DESIRABLE CHARACTERISTICS OF THEEXISTING SIDEWALK OR FOOTPATHPEDESTRIAN CONTROL NOTES:WORK AREA IS +/- 530' N/W OFTHE C/L OF DARTOLO RD.CROSS HERER9-11LSIDEWALK CLOSEDAHEADPLACEAT THE N/E CORNER OFMARGARITA RD. & DARTOLO RD.CROSS HERER9-11RSIDEWALK CLOSEDAHEADPLACEAT THE S/E CORNER OFMARGARITA RD. & DE PORTOLARD.F.O.C.R.O.W.F.O.C.R.O.W.F.O.C.R.O.W.F.O.C.R.O.W.R3-4R3-4130' BIKE TAPER250'BIKE LANEBIKE LANEC12(CA)NARROWLANEW5 - 1ROADNARROWSCLOSEDAHEADC20(BIKE)BIKELANEWORKROADAHEADW20-1 V D D D 100' BUFFER 250'250' ROAD WORK END G20-2 W20-3 ROAD CLOSED AHEAD ROAD WORK END G20-2 W11-1 W16-1 W11-1 ASSEMBLY SHARE THE ROAD CLOSED C30(BIKE) BIKE LANE CLOSED C30(BIKE) BIKE LANE 12'14 '12'12' SIDEWALK SIDEWALKSIDEWALK PARKWAY SIDEWALKSIDEWALKSIDEWALK PARKWAY PARKWAY PARKWAYPARKWAYPARKWAY RAISED MEDIAN RAISED MEDIAN BIKE LANEBIKE LANEBIKE LANE MARGARITA RD. 40 M.P.H. MARGARITA RD. 40 M.P.H. SIDEWALK R9-9 CLOSED A DEDICATED INDIVIDUAL WILL BE ASSIGNED THE RESPONSIBILITY OF ESCORTING PEDESTRIANS THROUGH THE WORK AREA IN ACCORDANCE WITH THREE MAJOR CONSIDERATIONS: 1. PEDESTRIANS SHOULD NOT BE LED INTO DIRECT CONFLICT WITH WORK SITE VEHICLES, EQUIPMENT OR OPERATIONS 2. PEDESTRIANS SHOULD NOT BE LED INTO DIRECT CONFLICT WITH MAINLINE TRAFFIC MOVING THROUGH OR AROUND THE WORK SITE. 3. PEDESTRIANS SHOULD BE PROVIDED WITH A REASONABLY SAFE, CONVENIENT AND ACCESSIBLE PATH THAT REPLICATES AS NEARLY AS PRACTICAL THE MOST DESIRABLE CHARACTERISTICS OF THE EXISTING SIDEWALK OR FOOTPATH PEDESTRIAN CONTROL NOTES: WORK AREA IS +/- 530' N/W OF THE C/L OF DARTOLO RD. CROSS HERE R9-11L SIDEWALK CLOSED AHEAD PLACE AT THE N/E CORNER OF MARGARITA RD. & DARTOLO RD. CROSS HERE R9-11R SIDEWALK CLOSED AHEAD PLACE AT THE S/E CORNER OF MARGARITA RD. & DE PORTOLA RD. F.O.C. R.O.W. F.O.C. R.O.W. F.O.C. R.O.W. F.O.C. R.O.W. R3-4 R3-4 130' BIKE TAPER 250' BIKE LANE BIKE LANE C12(CA) NARROW LANE W5 - 1 ROAD NARROWS CLOSED AHEAD C20(BIKE) BIKE LANE WORK ROAD AHEAD W20-1 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. VICINITY MAP N.T.S. N.T.S. 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. 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 92592 CONTRACTOR: PROJECT ID: 4226983 44092 MARGARITA RD, 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 2647 1 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© LD23-2358 MT 4/26/23CITY REDLINES1 WORK DURATION: 2 DAYS WORK HOURS: MONDAY - FRIDAY 9AM TO 2PM WORK AREA 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. 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. TRAFFIC CONTROL 44092 MARGARITA RD. SOW EXCAVATION TO PLACE 17' OF NEW CONDUIT AND ONE NEW VAULT 0 SCALE: 1"=40' 40'80' 5/15/23