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130904 ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes For the construction of public or private curbs, driveways, pavements, sidewalks,' parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 9/18/2013 LOCATION OF CONSTRUCTION: Ave 52 Between Madison St and Monroe St PURPOSE OF CONSTRUCTION: Directional Signs/ Temporary Traffic Control for the City of Indio Ave 52 Widening Project DESCRIPTION OF CONSTRUCTION: DIMENSION OF INSTALLATION OR REMOVAL: See Attachments APPROXIMATE TIME WHEN WORK WILL BEGIN: 9/13/2013 TIME OF COMPLETION: 10/9/2013 ESTIMATED CONSTRUCTION COST: $500.00 permanent resurfacing and/or replacing improvements) (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing COMMENTS In consideration of the granting of this permit, the applicant hereby 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 occuring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 7.77-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable ru egulati °ns of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Sig t of 'pplicant or Agent OF 0 Ben Wolfe _ Cooley Construction 17525 Eucalyptus St. Ste G, Hesperia, CA 92345 760-559-0288 Name of Applicant Business Address Telephone No Cooley Construction Inc. 17525 Eucalyptus St. Ste G, Hesperia, CA 92345 760-559-0288 Name of Contractor and Job Foreman Business Address Telephone No. 348038 $0.00 4083 Contractor's License Number City Business License No Gemini Insurance Co. VFGP001469 Applicant's Insurance Company Policy Number tFEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee EE=1 $0.00 Permit Fee EE=1 $0.00 As -Built Deposit E-A $0.00 . Cash Deposit -Surety Bond, EE=6 $0.00 if required TOTAL $0.00 Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUM ER: 13090 DATE ISSUED: '_Y22/13 EXPIRATIO DATE: 3 BY: ^ / WORK INSPECTED BY*: AmEL V4LQVZUPCA PERMIT COMPLETION DATE*: 2- r 3 If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. ecessors Page 1 of 2 qantPmhnr.Q 7M1 Q-.IAAARA AVE 52 CITY OF INDIO Page 2 of 2 Week Starting: Sep 29, 2013 Of Oct 6. 2013 Oct 13, 2013 Oct2O,2013 !Oct 27,2013 Nov 3, 2013 �,Nov 10, 2013 2 TrAffic control i 3 Sa:Wculi t rdlmo-e 8 08C SF Gil an'r 9 5 E .av ior 1,7(15 (,;Y. R �ugh ugh gra Je 4o,O( 0 S 7 6 7 ISgrade32, 00§17 b porl 1506 C,w1 It Ta wand f n. Irad, GIL 2baso 100 1 10 aL Baa B1l dour: e 3!5 750 tpn Cold panF 32,600 "S e ov?da 1,1-bO thn 12 &bb tE( 13 F sh llroa�W4 14 Stpinb a s16 nage i n1dlij j � 1��+ i j I' Page 2 of 2 CITY OF INDIO DRAFT MEETING MINUTES CONSTRUCTION OF AVENUE 52 STREET WIDENING PROJECT FROM MONROE STREET TO MADISON STREET PROJECT #ST1401 SEPTEMBER 5, 2013 AT 10:00AM CORPORATE YARD, MAIN CONFERENCE ROOM 1. Welcome/Introductions 2. Project Overview • Widen Avenue 52 between Monroe Street and Madison Street to add a continuous second lane (and right -turn lane at Madison Street) • No minor concrete work included • Utility work includes adjusting 4 CVWD water valve covers to grade • Work includes a rubber AC overlay • City of Indio is on the north side (westbound) of Avenue 52, and the City of La Quinta is on the south side (eastbound) of Avenue 52 3. No Weekly Project Meetings Scheduled with Project 4. Tentative Start Date/Notice to Proceed, Construction Schedule, and Traffic Control ■ Proposed Construction Dates: Begin Monday, September 30th ■ Proposed Paving Dates: TBD ■ Notice to Proceed: To be issued for 9/30/13. • Time of Completion — 30 calendar days (9/30/13). • Allowable Work Hours: 1. Mon thru Fri: 7:00am to 6:00pm (Pacific Standard Time) 2. Mon thru Fri: 6:00am to 6:00pm (Pacific Daylight Time) Exception for the above is when work is needed for traffic control purposes to maintain access. This work may be done anytime (nights, weekends, etc.) with advance approval of the city. Note: Contractor's standard working hours are 7:00am to 3:30pm • Traffic Control Plans: a) City Traffic Engineer Tom Brohard present at meeting b) La Quinta directed staff to La Quinta's traffic engineer's comments — to be addressed on plans, the importance of notifying the developments in La Quinta impacted by the work, the importance of "Open Trench" signs and to make sure there are enough, flagger is needed at intersection of Avenue 52 ' PRE -CONSTRUCTION MEETING AVENUE 52 SEPTEMBER 5, 2013 and Madison during grinding and paving operations (and whenever heavy trucking operations are taking place in area). C) Per Contractor, there are no plans to close both westbound lanes on Ave 52 at the same time. d) Phase I TC plans (shoulder work) have been approved by Indio. Phase II plans (grinding and paving work in #1 westbound lane and center turn lanes) ned to be submitted to Indio for review. e) All TC plans shall be approved before beginning work. 5. Project Contact Information and Coordination • City of Indio: See below; however copy Tom Rafferty on all correspondence • Contractor: Cooley Construction - Tom Sternfeld and William Daniels at prejob. • CVWD: Tyler Hull at prejob. • City of La Quinta: Leonard St Sauver at prejob' • Surveying - None provided by City (other than stationing currently provided in field) • Material Testing (Soils) - LOR Geotechnical (Robb Markoff at prejob) representative) • Designers - Cozad and Fox (Robert 011erton at prejob) 4. Coordination and Line of Communication ■ All project site communication will go through project inspectors George Garcia or Michael Wilkey: [ Email: georgegarcia@yahoo.com -and- Cell: (760)238-1523] [ Email: mwilkey@indio.org -and- Cell: (760)601-4045] ■ If at any time you cannot reach the project inspectors, contact Tom Rafferty: [ Email: trafferty(ilc,indio.org -and-Cell: (951) 385-6888 ] ■ Point of contact person in the office for City of Indio is Gloria Conway: [ Email: conway_@indio.org -and- Office: (760) 391-4017] • Contact list with key telephone numbers will be produced for use by City and Contractor. ■ Designation of Contractor's representative at the site: TBD. Foreman is TBD. 5. Inspection Requirements • Contractor shall notify the City Inspector 24 to 48 hours in advance of all material testing or surveying needed. ■ The City is not providing surveying, but is providing geotechnical services (through John Muir with LOR Geotechnical), as needed. ■ Contractor shall be responsible to notify the City in advance for working on Saturdays and all non-standard work hours, as approved by City. Work may only be scheduled if proper professional service and/or city personnel are available. 6. Utilities ■ Specs require 48 hours advanced notice for any excavation around utility structures. ■ Utility Requirements: Contractor is responsible for coordination with utility companies, including but not limited to protecting existing utilities, maintenance of uninterrupted service, construction, and inspection. City to assist. Page 2 PRE -CONSTRUCTION MEETING AVENUE 52 SEPTEMBER 5.2013 7. Certified Payroll • Certified payroll to be submitted bi-weekly, whether working or not, until finished. • Inspector may interview employees of the Contractor, including employees of the subcontractors. • Failure to comply will result in suspension of work. 8. Contract Agreement, Bonds, Insurance, & City Business License • Everything has been executed. 9. Progress Payment ■ Progress payments are every 30 days. Verify all quantities with Inspector before invoice submittal. • Progress Payments will not be processed if Certified Payroll and updated schedule with progress report is not received for the current invoice period. 10. CCO's ■ Change.Orders to be processed as soon as possible. • All Change Orders will be processed through the Inspector for approval by the Project Manager. ■ Costing information needed as soon as possible. ■ No extra work shall be approved without prior agreement on costing and manpower assignments. ■ Limitations on increases shall be subject to the requirements found in the Green Book specifications. 11. Submittals • Submittals to be accompanied by transmittals. a) Before Construction • Bonds and Insurance certifications (complete) • Name and emergency telephone number of people that can be contacted after work hours (needed) • Work schedule (needed) ■ Staging Plan for progress of work — not required. • Traffic Control Plans — need to be approved by Indio and La Quinta • Water Pollution Control Program/SWPPP and NOI — no SWPPP and NOI is required as less than 1.0 acre to. be disturbed; however, best practices should still be followed. ■ . PM -10 Plan (needed) • Notifications to businesses and residents (city will -take care once schedule is received from Contractor) ■ Materials To Be Used (needed) ■ Construction issues or exceptions, in writing (none at this time) b) During Construction • Progress Reports are required with an updated construction schedule — not needed ■ 'Copies of permits — contractor to obtain "Encroachment Permit" from La Quinta Page 3 PRE -CONSTRUCTION MEETING AVENUE 52 SEPTEMBER 5, 2013 ■ Payroll records ■ Payment Requests/Progress Payments. • Weight and mix tickets ■ Updated staging plans and traffic control layouts C) After Construction • Redlined plans. ■ Notice of Termination (SWPPP) — not required 12. Notifications • Notify adjacent businesses/residents by Contractor (see above) • Notify Police, Fire, Waste Hauler, Post Office, Schools, Ambulance, etc. (not required if there are no closures) ■ Utility notifications (needed) 13. Extra Set of Plans and Specs • City will provide additional sets of plans and specs to contractor. 14. Survey/Geotechnical Services, Material Testing • City providing construction staking where needed, an advance list required from contractor and 48-hour notice before staking to be performed. • Geotechnical/materials testing. ■ Contractor to re-establish or pay all costs associated with restoration of centerline monuments damaged or destroyed. • No monuments shall be removed or destroyed until they are tied out by a licensed land surveyor. 15. Access to Properties ■ Must be maintained at all times — pay particular attention to vet and impact on any access that may be closed (especially during paving) 16. Work/Storage/Trailer, Recycling, Clean up Storage of debris and trash shall not accumulate and shall be hauled away periodically. In no case shall the trash be stored more than a week. • Storage yard and stockpile areas. • Recycling/construction debris & demolition management plan. • May want to talk to property owner on NE corner of Monroe and Avenue 52 as other contractors have used his site 17. Noise and Dust • Dust shall be mitigated by employing water trucks, and trucks used for hauling shall be covered. ■ Rain days. ■ Street Sweeping and watering. 18. NPDES Regulations and Requirements • Contractor must adhere to all Local, State and Federal Regulations and Best Management Practices (BMP) requirements. Page 4 PRE -CONSTRUCTION MEETING AVENUE 52 SEPTEMBER 5, 2013 ■ Water Pollution Control Program and Storm Water Pollution Prevention Plan to follow Caltrans, County and Regional Water Quality Control Board guidelines and format — SWPPP not needed • Contractor to train and inform all employees. • Contractor shall be responsible for all costs if City forces must respond in case of lack of maintenance. • Stockpiles must be covered. 19. Traffic Control — Vehicles/Pedestrians • Contractor to have approved traffic control plans (approved by Indio and La Quinta). ■ Barricading — City reserves right - to use outside barricading contractor if traffic control is repeatedly found to be non-compliant. ■ Maintain ongoing access to all residential and commercial properties. 20. Other Items or Issues • La Quinta Inspection Line: (760)777-7097 - policy, is that this should be called every day prior to work — especially important before grinding and paving days. • Rancho Santana Contact: John Pedalino at (760)578-6915 • Madison Club Contact: Jim Brown • No dirt from operations shall be placed in R/W. • La Quinta fine with work in center turn lanes as shown on plans. 21. Meeting Sign -in Sheet: Attached 22. Action. Items — See above items (especially submittals) Page 5 MEETING SIGN -IN SHEET PRE -CONSTRUCTION MEETING — Agency Meeting: AVENUE 52 STREET WIDENING PROJECT Meeting Date: September 5, 2013 @ 10:00-A.M. FROM-MONROE STREET TO MADISON: STREET TOM RAFFERTYENGINEER PROJECT # ST -1401__ City of Indio _ TOM RAFFERTY, P.E.,.Principal Civil Engineer Facilitator: CITY OF INDIO CORP. YARD — Place/Room: project Manager Main Conference Room Name Title Agency Phone Email Signature _ _ TOM RAFFERTYENGINEER PRINCIPAL CIVIL City of Indio 760-541-4270- 951.385.6888 trafferly@indio.org GLORIA CONWAY w._...._.. MIKE WILKEY ADMINISTRATIVE SECRETARY PUBLIC WORKS City of Indio ............ City Indio 760-391-4017 j i 760=54,1-4467 gconway@indio.org mwilkey@indib.org INSPECTOR of . 760.601.4045 GEORGE GARCIA INSPECTOR ERSC for City of Indio CELL: 760.238.1523 j georgegarclapc@ yahoo.com ^7^ 1281 TO ^ gip. %IQAFr7:( lf!Meee'r f T /iv9/OL.-' ?6v - 391- 40/7 td.��4 e) /vim, a .., 47 --� F 11 ",Ah 7' 14AIo9 Scl'i?✓,E Dom. C'OZ.9D F®X 47-/602 /C�3iiY1' tcioG-ts f �42�fic, z3b ,p7s^Z-t co,�o -i a a y&o (� t ... '_' .. ...._.... fi0::.M)W lI=4•s ec C Yo C"G �7u�,a97-)��e :frr fv��El -Qyv • o�y �� I { 3 t i I L . ... . ............... . . . ...... I PAGE OF PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 4. The permittee and/or contractor. is to provide permit securities to complete the improvements or to restore the right of way to its former condition in the event the proposed improvements are not completed in accordance with the approved plans, specifications, and permit requirements to the satisfaction of the Public Works Director; or if the work is abandoned (not completed as required). The permittee shall submit a traffic control plan for the Madison Street closure to the Public Works Department for review and approval prior to start of construction. 6. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 7. Cooley Construction, Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 8. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 9. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m. Special Conditions Page 1 of 9 PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. 10. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 11. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 12. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 13. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 14. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 15. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 16. Cooley Construction Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control during construction material hauling procedures. The following Fugitive Dust Control rules shall apply during soil import/export activities: a. A valid grading permit shall be active at both the import and export site b. The import/export material during hauling shall be near 70% optimum moisture content. c. Street cleaning shall occur, as necessary, at import and export location. d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a City approved plan. Special Conditions Page 2 of 9 PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. 17. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2).travel lanes of paved surface shall be maintained at all times. 18. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. It shall be the Permittee's responsibility to notify the Public. Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities.. 19. Should additional work, materials, or modifications of the work'be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 20. The City of La .Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5t" Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 21. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer at 777-7047 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public W6rks Greenbook, or California Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Special Conditions Page 3 of 9 PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. 22. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 23. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 24. The permittee is responsible for obtaining a valid separate permit from other Cities, County jurisdictions, or other agencies if any of the work or traffic control devices extend into the other Cities, County, or agencies right of way. 25. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 26. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 27. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. —1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. 28. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer) of the private land owner whom is being encroached upon. 29. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: Special Conditions Page 4 of 9 PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. a. Class II Base with a minimum depth of T' b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f.' Maximum speed of 25 mph 30. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7089) of the name and location of the certified dump site. 31. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Associate Engineer. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 32. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 33. The. permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of a. Possible traffic delays b. Time of construction c. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 34. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights-of-way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: Special Conditions Page 5 of 9 PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of. open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 35. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 36. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. 37. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 6 of 9 PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. 38. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved 1/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2 -AR -4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Conditions Page 7 of 9 PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. 39. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 40. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 41. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 42. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 43. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. 44. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; 2. Move & maneuver quickly; 3. Provide clear and positive guidance; 4. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic situations in sufficient time to avoid injury. B. Flagger Safety Apparel 1. Background a. Fluorescent orange -red, or b. Fluorescent yellow -green 2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluI orescent version. 3. Material shall be visible at 1000 ft 4. Apparel shall be designed to identify the wearer as a person 5. Law enforcement personnel should adhere to the same standard C. Hand -Signaling Devices 1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must have white legend on red background. D. Directing Traffic 1. Only three (3) signals are required. Special Conditions Page 8 of 9 PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. E. Flagger Communications 1. If work area is too long for relay (2 flaggers can't see each other) a. One flagger given the responsibility to coordinate b. Use Radios or c. Field phones F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to start immediately, or when work is completed. Special Conditions Page 9 of 9 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 13090 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A'* ) inches of ( "* N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A "") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property Fine and the existing road paving shall be two and a half inches (2 %") of A.C. paving on (** N/A ") of class (** N/A '* ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight -edges shall be corrected. ® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. J Date: 8113113 Author: BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR 1# 192391 Project: Ave. 52 Widening lrom Madison Sl. to Monroe St. #tST1401 Owner/Developer: CITY OF INDIO Temporary Traffic Control Plan: SHOULDER WORK -SHEET 2 Reference: 2012 CAMUTCD Comments: GENERAL NOTES FOR TRAFFIC CONTROL 1. Traffic Control Plans prepared per the 2012 CAMUTCD. a, Work Schedule: l Month. Work hours 7:00am to 4:00pm. b. Minimum taper lengths :See Table. aCONSTRUCTION,oley INC. C.* Maximum cone See Tal :See Table. d. Speed fimib:SeeTeble. e. Sign spacing: See Table. 2. All traffic control devices shall conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD), the MUTCD California Supplement for Traffic Control Devices for Construction and Maintenance Work Zones, and the WAT.C.H. Manual. a. Delineation will be 28" double reflective traffic cones. b. Flashing warning lights will be used with "Open Trench" signs. c. C17 speed limit signs will only be used while work is being done. d. Traffic Control Devices will be maintained 24 hours a day, 7 days a week. CM E .'"LEGEND.— Y`www.uivnrlvrl.culrr TABL MESSEGE PER 2012 CAMUTCD) \ PER MUTCD `�. Roao srloutDeR No oPEN� , � WORK WDRK ,.' SHOULDER TRENC MAJOR `'tiWORK ZONE SPEED TAPER LENGTH (L) F7 SPACING OF SIGN RHEA AHEAD % / , ROAD LIMIT FOR 12 -FOOT LANE DELINEATORS SPACING WORK i' 28 CONEF10 W20-1 C24(CA) C31A(CA) C27(CA) ON AVE. 52 i END W WIB AVENUE62 L-600'(MERGE) 60 (TAPER) (POSTED APPROACH SPEED) 60MPH 1I2L - 300'(SHIFT) 100' (TANGENT) 600, PORTABLE BARRICADEREDUCED .i/3L-200'(SHOULDER) 25(CONFLICT)•SPEED PCMS G20 -2d SPEED LIMR 40MPH I PORTABLE CHANGEABLE C17(CA) front C17(CA) back DARE/" MESSEGE SIGN TO L - 320' (MERGE) 40' (TAPER) ) DARE/.. WORKZONES 40 MPH 112L-190'(SHIFT) 60 (TANGENT) 500' -- (DAV TIME ONLY) 1I3L -10T (SHOULDER) 20' (CONFLICT) ,- I USE t i RIm ' a S APPROVED II •NS NOTTO SCALEff\ P aw �♦1�.�1A. 1 .lil 1` / 1 • .1� ,� ♦ I�� ♦yR -4,13♦ ♦ �� ty� ♦ Ia.♦i♦il�.�'l��ie�♦ir ♦ ilk ♦�IjCri�:c�::•.►,� ' �, n. a ♦ ! �A 1 � h ♦ ♦ � 1 ♦ �P,^ ♦ ♦/♦s�t+i��Il��t,�11��'l sk- �S'�1��♦�Il*♦��►♦♦�♦3♦♦♦ ♦ '� t�l� / 1 / / / r1.� . to • + t4+-�,,1 a _-.�_-__ _.. J: ur -. '�` ,mss -c. �• - - .... -- -'I ,tK IR ! *10 r�.'.•� '! WORK fAir Date: 8113113 Author: BEN WOLFE ATSSA CERTIFIED TRAFFIC CONT s ` PCMS TABLE: EGEN ' t rion.co CONTROL SUPERVISOR # 192391 Protect: Ave. 52 Widening from Madison St. to Monroe SL #1ST1401 � i. - OwnerlDeveloper. CITY OF INDIO Temporary Traffic Control Plan: SHOULDER WORK- SHEET 3 Reference: 2012 CAMUTCO MESSEGE (PER 2012 CAMUTCD Comments: ' ,(PER MUTCD) f`"= = t'Z GENERAL NOTES FOR TRAFFIC CONTROL MAJOR 1. Traffic Control Pians prepared per the 2012 CAMUTCO. ROAD 7 Cooley a. Work Schedule: l Month. Work hours 7:00am to 4:00pm. WORKism b. Minimum taper lengths: See Table. c. Maximum cone spacing: See Table.ON IONSTIIUCTION, INC. d. Speed limits: See Table. AVE. 52 e. Sign spacing: See Table. 2. Al) traffic control devices shall conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD), the MUTCD California Supplement for REDUCED Traffic Control Devices for Construction and Maintenance Work Zones, and the WA.T.C.H. Manual.,, SPEED a. Delineation will be 28" double reflective traffic cones. aoMPH b. Flashing warning lights will be used with "Open Trench" signs. DA(TEr" ' c. C17 speed limit signs will only be used while work Is being done. TO d. Traffic Control Devices will be maintained 24 hours a day, 7 days a week. DAITEr" t ` F USE t . WORK ZONE SPEED TAPER LENGTH (L) FT SPACING OF SIGN LIMIT FOR 12 -FOOT LANE DELINEATORS SPACING AVENUE 62 �� 600'M` RIGS 50' (TAPER) (POSTED APPROACH SPEED) 50 MPH 100'(T NGE 600' 1/312L-3WHSHIFT) ) T) WORK ZONES 1/2L Z160M(SHIFi ANAGEN) (DAV TIME ONLY) NL 40 MPH SO- ( 500' 1/3L • 107' (SHOULDER) 20' CONFLICT WORK SHOULDER NO OPEN HEA riORK ' SHOULDER TRENCH AHEAD 28"FIC CONEW20-1 C24(CA) C31A(CA) C27(CA) i ` END °AD WORK, END PORTABLE BARRICADE ROAD WORK SPEEAErD LIMIT 40 PCMS G20 -2a • o SPEED LIMIT PORTABLE CHANGEABLE C17(CA) front C17(CA) back MESSEGE SIGN ` r 7 SHOULDER T ---"... ALT ,. ROUTES APPROVED BY: PLANS NOT TO SCALE , -, DATE: `,�+y� � _ I 1' .tix--,rte '' _ -. .,� _ • r' e" rl '�,� ,A. -} Y AVENUE 52 Vii" ` OPEN R woRx i . •i ) r }{ TRENCH,: ROAD • 1, b i; .7 SPEED LIMIT -1 _`....• 4.. T "�L - OPEN* 'At _ No �7— 'i " ^ 4'� J E a d .-1V TRENCH t . (,A It TD .f `.+ �' D S �i �s � • MO front f SHOULDER CA `y = Q' it Z ° ° # _ °- - - ° ° Ch_77-7 �a- k <r aY -, Y v r;- . .. _ . v IIIIIIIIIIIIIIIING }.�� i t.. � ...� .. .. f .�� r' {fir, � • �., � .ia'. t' r�I'[�.• .� _ '7 ,F A,i. z 00 ROAD WORK _: tt, �e-��•f +' . �i ) _l f j.'S•I� - � - � ,u %^ �^ AH ° • i '� WO RK AHEA A"79, ,T� ,n- HTSPER� G WA,. _ ,I y7 I� ..: . -. _ • - - l c" �. ' _.tea: .b ,� �. . i ... - Y• } it- r I: .tea-•.... J ,r J��, �r . W }' _ ,' 1 . '�.. r `" /.cif '�0., _ ; e __ '�,^ • I . 1 _ _, r�,� n — NM - Date: 8113/13 Author: BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR 1192391 Project: Ave. 52 Widening from Madison St. to Monroe St.1ST1401 hwump- Owner/Developer: CITY OF INDIO Temporary Traffic Control Plan: SHOULDER WORK -SHEET 4 Reference: 2012 CAMUTCD Comments: GENERAL NOTES FOR TRAFFIC CONTROL 1. Traffic Control Plans prepared per the 2012 CAMUTCD. a. Work Schedule: l Month. Work hours 7:00am to 4:00pm. Cooley b. Minimum taper lengths: See Table. CONSTRUCTION, INC. c. Maximum cone spacing: See Table. d. Speed limits: See Table. e. Sign spacing: See Table. 2. AN traffic control devices shag conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD), the MUTCD California Supplement for Traffic Control Devices for Construction and Maintenance Work Zones, and the WA.T.C.H. Manual. a. Delineation will be 28" double reflective traffic cones. b. Flashing warning lights will be used with "Open Trench'signs. c. C17 speed limit signs will only be used while work is being done. d. Traffic Control Devices WH be maintained 24 hours a day, 7 days a week. NM PLANS NOT TO SCALE MESSEGE 41 PER MUTCD}_ MAJOR ROAD WORK ON AVE. 52 W/B REDUCED SPEED 40MPH DA1TE/" TO DARED' USE ALT ROUTES TABLE ;,--*;(PER 2012 CAMUTCD WORK ZONE SPEED TAPER LENGTH (L) FT I SPACING OF LIMIT FOR 12 -FOOT LANE DELINEATORS AVENUE 62 �12 MERGE) DO' (TAPER) (PORTED APPROACH SPEED) 60 MPH0' (SHIFT) 100' (TANGENT) Epp SHOULDER) 26' (CONFLICT) �� 9 WORK ZONES 40 MPH tl2l Z70(0' (SHIFT 60'0' ANGEN7 600' (DAV TIME ONLY) 113L -10T (SHOULDER) 20' (CONFLICT) 17- W-177 qW .. APPROVED BY: DATE: k lb le��Z EGEN V HouL yyg1K AHEAD 1 ♦ ♦ 28" TRAFFIC CONE W20-1 C24(CA) C31A(CA) C27(CA) iEND wom PORTABLE BARRICADE ROAD WORK SPEED LIMIT SAND PCMS G20 -2a 4� 4� SPEED LIMIT PORTABLE CHANGEABLE C17(CA) front C17(CA) back MESSEGE SIGN ♦ SHOULDI WORK r AHEAD WORK EA � � t " �'t W20-1 -- hwump- PLANS NOT TO SCALE MESSEGE 41 PER MUTCD}_ MAJOR ROAD WORK ON AVE. 52 W/B REDUCED SPEED 40MPH DA1TE/" TO DARED' USE ALT ROUTES TABLE ;,--*;(PER 2012 CAMUTCD WORK ZONE SPEED TAPER LENGTH (L) FT I SPACING OF LIMIT FOR 12 -FOOT LANE DELINEATORS AVENUE 62 �12 MERGE) DO' (TAPER) (PORTED APPROACH SPEED) 60 MPH0' (SHIFT) 100' (TANGENT) Epp SHOULDER) 26' (CONFLICT) �� 9 WORK ZONES 40 MPH tl2l Z70(0' (SHIFT 60'0' ANGEN7 600' (DAV TIME ONLY) 113L -10T (SHOULDER) 20' (CONFLICT) 17- W-177 qW .. APPROVED BY: DATE: k lb le��Z EGEN V HouL yyg1K AHEAD 1 ♦ ♦ 28" TRAFFIC CONE W20-1 C24(CA) C31A(CA) C27(CA) iEND wom PORTABLE BARRICADE ROAD WORK SPEED LIMIT SAND PCMS G20 -2a 4� 4� SPEED LIMIT PORTABLE CHANGEABLE C17(CA) front C17(CA) back MESSEGE SIGN ♦ SHOULDI WORK r AHEAD WORK EA � � t " �'t W20-1 Date: 8113113 Author. BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR # 192391 Project: Ave. 52 Widening from Madison St. to Monroe SL #ST1401 CM ,,, TABLE;. EGEND www•invarion.cc Owner/Developer.CITY OFINDIO Temporary Traf�cControl Plan: PAVING- PHASE 2SHEET I Reference:2012CAMUTCD MESSEGE A - PER 20.12 CAMUTCD I Comments: PER MUTCD woRlDc s+(aILOE� NO ` OPEN i GENERAL NOTES FOR TRAFFIC CONTROL RHEA 1vORK SH�IIL�R TRENCH WORK 20NE SPEED TAPER LENGTH (L) FT SPACING OF SIGN AHEAD 1. Traffic Control Plans prepared per the 2012 CAMUTCD. MAJOR LIMIT FOR 72-FOOT LANE DELINEATORS SPACING Cooley a. Work um taper le Day. Work hours 7 OOam to 4:00pm ROAD " A b. Minimum taper lengths: See Table. WORK 28" TRAFFIC W20-1 C24(CA) C31A(CA) C27(CA) C' Maximum cone spacing: See Table. ON CONE CONSTRUCTION. INC. d. Speed limas: See Table. AVE. 52 AVENUE 52 L-6W(MERGE) 50- (TAPER) e. Sign spacing : See Table. W/B (POSTED APPROACH SPEED) 50 MPH 112L- 300' (SHIFT) IW (TANGENT) 500' LEFT LANE I 113L-2W(SHOULDER) 25-(CONFLICT) 2. All traffic control devices shaft conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD), the MUTCD California Supplement for REDUCED � CLO�o 1 Tragic Control Devices for Construction and Maintenance Work Zones, and the W.AT.C.H. Manual. SPEED PORTABLE BARRICADE ANEAo a. Delineation wi0 be 28' double reflective traffic cones. 40MPH A 7 b. Flashing warning lights vd0 be used with "Open Trench' signs. Wt♦ (R) W1-4 (L( DARFJ•• W20-5 W4-2 c. C17 speed limit signs wi0 only be used while work is being done. worm zoNEs L - 329 (MERGE) as (TAPER) d. Traffic Control Devices will be maintained 24 hours a day, 7 days a week D�Et (DAV TIME ONLY) 40 MPH 113L - 10r(SHOULDER) is (CONFLICT) (TANGENT) soa FLAGGER USE LANE ROAD END ALT '"" -I CLOSEO�' NARROWS ROAD WORK AVING 1 DAY - PHASE 2 SHEET ROUTES -� —� ® G20-2a ARROW BOARD C30(CA) W5-1 R3-2 • APPROVED BY: KEEP KEEP =ROAD END PC S SPEED LIMIT eo DATE: _ PORTABLE RIGHT LEFT 40 SPEED LIMIT PLANS NOT TO SCALE -- MEs E��GN R4-7a C17(CA)front C 7(CA) back _ - - ( 4 , ROAD - -- ------ -- -- +, WORK M . ' AHE L --- --- fl mil " W20-1 Ir <� Ipw s7 00 � 1 AVENUE 52 t 4 40 END EH 40 ROAD WORK - ;i ..t r It_- SPEED LIMIT 1' - _ (CA-NNO NJ pit - ROAD 00 WORK �,- ,�+ `1 " CLosED (J, AREA` I' T' ANEAD ti ,' , e u ROAD i.. WORK Y RHEA — 1 W� rth IF- I's ADISON ,,STR A Date: 8113113 Author: BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR # 192391 Project: Ave. 52 Widening from Madison SL to Monroe SL 4ST1401 Owner/Developer. CITY OF INDIO Temporary Traffic Control Plan: PAVING- PHASE 2 SHEET 2 Reference: 2012 CAMUTCD Comments: — GENERAL NOTES FOR TRAFFIC CONTROL 1. Traffic Control Plans prepared per the 2012 CAMUTCD. Cooley a. Work Schedule:1 Day. Work hours 7:00am to 4:00pm b. Minimum taper lengths: See Table. c Maximum cone spacing: See Table. CONST RUCTION. INC d. Speed limits: See Table. e. Sign spacing: See Table. 2 All trefic control devices shag conform to the latest edition of the Manual on Ungarn Traffic Control Devices (MUTCDJ the MUTCD California Supplement for Traffic Control Devices for Construction and Maintenance Work Zones, and the W.AT.C.H. Manual. a. Delineation will be 28° double reflective traffic cones. b. Flashing warning lights will be used with'Open Trench' signs. c C17 speed Omit signs will only be used while work is being done. it. Traffic Control Devices will be maintained 24 hours a day, 7 days a week --44 7 9— '"ING 1 DAY - PHASE 2 SHEET N PLANS NOT TO SCALE - I 10 MESSEGE IER MUTCD SPEED TAPER LENGTH (L) FT MAJOR }� ROAD LIMIT WORK DEUNEATORS ON AVENUE 52 AVE. 52 L - 600• (MERGE) W/B REDUCED SPEED 100' (TANGENT) 40MPH 113L - 200' (SHOULDER) DA/TE/- TO DA/TE/" 40- (TAPE ENT) 500' USE ' ALT 2L --160' (SHIFT) ROUTES s#; ' TABLE .. (PER 2012 CAM WORK ZONE SPEED TAPER LENGTH (L) FT SPACING OF SIGN LIMIT FOR 12 -FOOT LANE DEUNEATORS SPACING AVENUE 52 L - 600• (MERGE) SO (TAPER) (POSTED APPROACH SPEED) 50 MPH 1 r2L . 300' (SHIFT) 100' (TANGENT) SOP 113L - 200' (SHOULDER) 25• (CONFLICT) WORK ZONES 40- (TAPE ENT) 500' (DAV TIME ONLY) 40 MPH 2L --160' (SHIFT) 80• (T 113L - IDT (SHOULDER) 29 (CONFLICT) ROAD sNauLl>Ett too OPEN �!�', ,. CORK � - SFNUL�ER TRENCN�' CA ;1 zaerRenFFlc W20-1 C24(CA) ) C31A(CA) C27(CA) a CONE �r CLOSED y, PORTABLE BARRICADE E r:r > < > W20-5 W4-2 W1 -4(R) W1 -4(L) FLAGGER _ ROAD END FRI Ip / gARROWs ROAD WORK G20 -2a ARRDWSOARD C30(CA) W5-1 R3-2 END KEEP KEEP iROAD WORK �'' PCMS BPEEDLIMB 40 PORTABLECHANGEABLE RIGHT LEFT Li0i SPEED LIMIT MEs EGE SIGN C n17(CA) back R4 -7a C17(CA) from N .AVENUE � 52 t 41 r OSED _ = s' a CAA s' a� R -2- R -2 Z e n e a e e� e A e e e e 8 e e n o 0 o AA4 a© A A A�A o A �e (All L oil- P6IPER 0'l—_ 9 m -�- 40 'r I A I 4 PCM S Date: 8113113 Author. BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR fl 192391 Project: Ave. 52 Widening from Madison SL to Monroe St. AST1401 Owner/Developer. CRY OF INDIO Temporary Traffic Control Plan: PAVING -PHASE 2 SHEET 3 Reference: 2012 CAMUTCD I M ESSEGE Comments: "PER MUTCD) _ - -- GENERAL NOTES FOR TRAFFIC CONTROL MAJOR 1. Traffic Control Plans prepared per the 2012 CAMUTCD. ROAD Cooley a Work Schedule: l Day. Work hours 7:00am to 4:00pm. WORK b. Minimum taper lengths: See Table. c Maximum cone spacing : See Table. AVEN52 CONSTRUCTION INC. d. Speed limits: See Table. W/B K. e. Sign spacing : See Table. 2. AO tratTic control devices shall conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD), the MUTCD California Supplement for REDUCED Trafic Control Devices for Construction and Maintenance Work Zones, and the WAT.C.H. Manual. SPEED a. Delineation will be 28" double reflective traffic cones. 40MPH b. Flashing warning fights will be used with "Open Trench" signs. DArrEP• �.. r C17 speed fim0 signs will only be used while work is being done. TO d. Traffic Control Devices Y40 be maintained 24 hours a day, 7 days a week DArrEt- „ I USE ALT ,1�. - ROUTES- ROUTES r 2PAVING (1 DAY) - PHASE 2 SHEET �i �R' r - _- sem•:. ''� r" 4 _ APPROVED BY: PLANS NOT TO SCALE _ DATE: VWVOWRK •� � SPEED LIMIT _ ' Y \SHOU r , 40 Z D' A/l. {�� i 73-t 0 i'� Imo"' lV Ov ..e. S� e .a • _ 0 6 .- . 0 "MA O f 0 0 0 0 0 0 0 4 9 0 0 0 d 0 0 0 0 D 0 0 VA " _ • �"' "� ' iii �` I� ► ' �� `� J TABLE .(PER 2012 CAP WORK ZONE SPEED TAPER LENGTH (L) FT SPACING OF SIGN LIMIT FOR 12 -FOOT LANE DELINEATORS SPACING AVENUE 52 L - 600' (MERGE) 50' (TAPER) (POSTED APPROACH SPEED) 50 MPH 1RL - 300' (SHIFT) 100' (TANGENT) 500' 113L-20O(SHOULDER) 25 -(CONFLICT) WORK ZONES L-320'(MERGE) 401 (TAPER) (DAY TIME ONLY) 40 MPH 112L - 160' (SHIFT) W (TANGENT) SOD' 113L-10T(SHOULDER) 20'(CONFLICT) �rRNfORK �` wo�K � r E Amo TRENCH 3- 28"TRAFFIC W20-1 C24(CA) C31A(CA) C27(CA) ?y` CONE ' i ',°<9> PORTABLE BARRICADE W2U-5 W4�2 I'(R) W1d(L) FLAGGER LAME 'ROAD END CLOSED ROAD WORK _.. ® G20 -2a ARROW BOARD C30(CA) W5-1 R3-2 END PCMS K L 4O SPEED LIMB PORTABLE RIGHT LEFT 40 SPEEDLIMIT I CHANGEABLE 1 MESSEGE SIGN C}7(CA) back R4 -7a C17(CA) fron r+ f FLAGGER WITH "SLOW" PADDLE WILL FOLLOW DIRECTLY BEHIND PAVING OPERATION (WORKERS AND EQUIPMENT),. , AVENUE 52 �'!i, .4. RO �t , All front C31A CA) '� I 0' A/C s 4 C4 LANEC^ CL� SPEED LIMB � � ♦) - 40 - ' ♦ -IMI k itAl. 1 'f ` PERt�G WA 1 7�I A At qw- Date: 8113113 Author. BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR # 192391 Project: Ave. 52 Widening from Madison SL to Monroe SL #ST1401 CM TABLE • EG EN 1-" OwnerlDeveloper.CITY OFINDIO Temporary Traffic Control Plan: PAVING- PHASE 2SHEET 4 Reference: 2012CAMLRCD MESSEGE b(PER 2012 CAMUTCD) Comments: PER MUTCD), ROAD\ MD OPEN GENERAL NOTES FOR TRAFFIC CONTROL ' MAJOR WORK ZONE SPEED TAPER LENGTH (L) FT SPACING OF SIGN WORK TRENCH 1. a Work Schedule: l Day. Work hours 7:00am to 4 OOpnL Traffic Control Plans prepared per the 2012 CAMUTCD. a, ROAD WORK LIMB FOR 12 FOOT LANE DELINEATORS SPACING HE Cooley b. Minimum taper lengths: See Table. • • W20-1 C24 CA c Maximum cone spacing: See Table. ON 28• TRAFFIC C24(CA) C31A (CA ) C27 (CA ) . Speed limits: See Table. AVE' 52 CONE (,DNSTRUCSIUH, INC. d '. P W)B AVENUE 52 L- 6137 .-3W (MERGE) 50(TAGEN e. Sign Spacing : See Table. _ (POSTED APPROACH SPEED) 50 MPH 122 - 700' (SHOULDER) 100' (CONFLICT) (TANGENT) $OD / <4> 1I3L - 200' (SHOULDER) 25' (CONFLICT) 2. All traffic control devices shall conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD), the MUTCO California Supplement for REDUCED r - LEFT Traffic Control Devices for Construction and Maintenance Work Zones, and the WAT.C.H. Manual. SPEED eLOSED , a. Delineation will be 28• double reflective traffic cones. 40MPH PORTABLE BARRICADE AHEAD b. Flashing warning lights vd0 be used with "Open Trench' signs DATE/ W14 (R) W14 (L) c. C17 speed limit signs will onlFy, be used while work is beingdone. TO WORK ZONES L - 320' (MERGE) o' ( (TAPER) W 2 0-5 W 4- 2 P 9 '7 (DAY TIME ONLY) 40 MPH 12L -160' (SHIFT) BO' (TANGENT) 500' d. Traffic Control Devices will be maintained 24 hours a day, 7 days a week DATED V3L. 10T (SHOULDER) 20' (CONFLICT) �.. USE fLAGGER , ` a - r t ' . • y"' ALT • - --- _ LANE ROAD � - 2 'SHEET - ROUTES _ •� - ' _ F• " � � CLOSED NARROWS .ROAD WORK AVING (1 DAY PHASE _ --�� -= , N - ARROW BOARD C30(CA) W5-1 R3-2 APPROVED BY: CMS KEEP KEEP W�1 4 01 DATE: PORTABLE SPEEDLIM =END sPeeD� Ir PLANS NOT TO SCALE ~ 4 , CHANGEABLE RIGHT LEFT R +MESSEGESIGN R4 -7a C17(CA) froni7(CA) back j Y 71 f I t -° ) _ FLAGGER WITH "SLOW" PADDLE WILL FOLLO - ' DIRECTLY BEHIND PAVING OPERATION ` { - (WORKERS AND EQUIPMENT) ROAD 1) i� F ` WORK 1 C r + � AVENUE 52 w20-1� „ddllbMMMMMN[16 Ah •e-ir i- f1 ♦� I) 1. - �9-.iT� `+x•,� R 'f OADWDRK 7 SPEED LIMIT .. M O SPEED LIMIT ROAD �+ r WORK /0 x� a R ,I. — �O NARROWS �_ 1JooI r .� NARROWS' f'�r.`" 4 �b ,,bra g �. - it t � r ti. _ JL �; �I" �' is �. •'1 (CA) front ®I C17(CA) front wS_rl -� ^� r T T C2 CA)'+� _ ` W20-1' 2 L DIUS00 f�'0° ® 01-20'A/ 0 A/ a - A A A A d A 8 III 6 �. 9 0 _ 100' OWN STREA �• �,�- #lr. ,•_,E/ND TAPER 4O ROAD ,T KEEP SPEED UMI r ~! CL SPEED LIMIT ' :, 1 •- 4 _- RIGHT i rn 00 40 y ,' r - L500 _ ♦� ROAD �' .� .�' ` 1t �•r }- 1 1 I4 �� '(;r r ,� • •' WIAfoRk * i ) 1 H�J1 1 �l • � �w .... .. �'^ ,•}� • � � t I 4*�� M ,Rr' V r 4 I x • -ROAD PE GNA, � 7f � . r`�m � r .. � II •� ) til 1 `y •�� tr 4' �- R E SYR + � 11� 1111 � � • �,,, 1 '- +. �� _ •� r � ''� .a + r`' 'l � � �, ' 1l ` - 1%� ' r y . 411 ' • 1' rL ill -,!!-/y w' OF— 110 e' _, A Date: 8113113 Author. BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR # 192391 Project: Ave. 52Wfrom Madison St. to Monroe St #ST1401 Cd 4 2 ' TABLE #, EGEND www.invarion.co OwnerlDeveloper. CITY OF INDIO Temporary Traffic Control Plan: PAVING PHASE 1 SHEET 1 Reference: 2012 CAMUTCD MESS EGE �(PER _ 012 CAMUTCD_ PER MUTCD ROAD �, No OPEN Comments: WORK GENERAL NOTES FOR TRAFFIC CONTROL MAJOR TREN� 1. Traffic Control Plans prepared per the 2012 CAMUTCD. woRK zoNE SPEED TAPER LENGTH N FT SPACING OF SIGN HEAD ROAD LIMB FOR 12 -FOOT LANE OEUNEATORS SPAGNG Coa. Work Schedule: t Day. Work hours 7:00am to 4:00prrL WORK— r A a A 0 e b. Minimum taper lengths: See Table. ON 28"TRAFFIC W20-1 C24(CA) C31A(CA) C27(CA) C. Maximum cone spacing: See Table. A AVE. 52 CONE CDNSIRUCT!ON, INC d. Speed limits: See Table. WB AVENUE 52 L-SW(MERGE) SO -(TAPER) e. Sign spacing :See Table. (IW(TANGENT)coo I ; (POSTED APPROACH SPEED) SO MPH 12L - 3W (SHIFT) 'LEFT LAVE 2. e. traffic control devices shall conform to the latest edition of the Manual on Uniform Traffic Control Dev ces (MUTCD) the MUTCD California Supplement for SPEED REDUCED 1I3L - 2W (SHOULDER) 25' (CONFLICT) CLOSED Traffic Control Devices for Construction and Maintenance Work Zones, and the W.AT.C.H. Manual. 40MPH �- PORTABLE BARRICADE AHEAo a. Delineation will be 28" double reflective traffic cones. It. Flashingwaminglights 00beused with "Open Trench' signs. DAREr" W20-5 W4-2 WI -4 (R) W1 -4(L) C. C17 speed limit signs vd8 linty be used while work is being done. TO WORK ZONES L- 320' (MERGE) 40 (TAPER) d. Traffic Control Devices will be maintained 24 hours a day, 7 days a week OARS . (DAV TIME ONLY) 4o MPH 1f3L210T�HOU (SHOULDER) 201 (CONFucrj sow FLAGGER USEOLIN MI. LANE ROAD END ALT CLOSEDNARROWS ROAD WORK "ING 1 DAY - PHASE 1 SHEET ROUTES -- - til- - G20 -2a ;� * ARROW BOARDC30(CA) W5-1 R3-2 END 1 1 APPROVED BY: PCMS K� SPEEDL IT, do PLANS NOT TO SCALE PORTABLE RIGHT LEIj=T 40 7 DATE: SPEED uMrr '�' rl "� — ME S GEASLE IGN11 s R4 -7a C17(CA) frOnt7(CA) back A r - — - -- - ROAD '� ,i t ♦ ,} RHEA rt B 1t i yt 09 VOW,} �" + LAGGER WITH " SLOW' PADDLE WILL FOLLOW - DIRECTLY S.EHIND PAVING OPERATION 500 - "� �� (WORK." AND EQUIPMENT) - - .' K R - _ 4 AVENUE 52 ->i - ' mi, END END !I1 p' �. q: . ROAD WORK.. " Y40 NO r SPEED LIMIT tl& J $HD�iL R �_-_ SER c c 'a -- IM`" s s Q. o . Lt jr ... D VO o 0 -- ~. - 0 ------ - Ir - + f. �,.e ( ! N�' • i c • 44 E { a I � i l • � f Tom' .AH r ! 10 ',,( .I_ 1% eart� ADISON ,R i y�- — r'. ' • • �� 1 ARROW BOARD C30(CA) W5-1 R3-2 APP ti ROVED lIF �� fKEEP Lj IBJ I fSPEED LIMIT sZA • LANS NOT TOSCALE i CHANGEABLE MESSEGE SIGN R4 -7a C17 7 (CA) back �+ L TV - Imo' ji �T , _ _ __--�-- -- �, �COOOG�t..�r►�i+►i •.�.:D`.►_ VwO�►♦Ocwv�00*iOOb��V��*��se��-�'w 1Lf��,1`t0* jO�Cfj�'JA000�OAODO�OV*VO��V�O�jV-V'VAVAO'V•OV'`-VOV"V OV4 Vt�VV00VV�'VOVVwV00� • �,___�1 �� o.,0•J 0 Q�4 o�.,c � e��.,•,.4�+��: W., d, e .. ?.,oeo,,�o,� � ..o�ee��,e�AW°��eo�°a°fie°eo�000q�, !e�iW, a°o��o_L �:w��:,�rt �� t.�.il�..,..;_�._�� o� c., m.*� 4�c `vq°o°; °c�,e!o �°�� °o°ems°;°o°oo�ra�6�o?0�:. o°� o . i ', :. _�.. �. '� - '�"�� ``�-�. ..—•-... _. _ _ -'• ,.-----__ __ __ -.. _ _ .T t "��,g VIA* �7''T --T�t•�,° y _ . it _... _ ..-. _ +� , _ r _ - - t r e ^t •. � _ c s � � � �` -n � �° '"� "' .- !-_�.,tll -t. , _ ��Z.,t'�,.� u F •e �'i,'.}'- - �`' 30525 f t "l � rf �1 Ta I C%�p •a••^.,�'"'�• -•y I '` { -� _ }+. -ti.'-'"-� - � _ z -.,,,, j " _ ~ 'ti + h 5. `� ,f ', s �\ � � - r � -� •cry r S 1'— rpt �rt � �,r;n..,.�JY�'� '�, f' it, '� "- � � .� . '�„ t �*�r4 '� r r ; � , .i• Date: 8113113 Author: BEN WOLFE ATSSA CERTIFIED Owner/Developer. CITY OF INDIO Temporary Traffic Comments: GENERAL NOTES FOR TRAFFIC CONTROL 1. Traffic Control Plans prepared per the 2012 CAMUTCD. a. Work Schedule: t Day. Work hours 7:00am to 4:00pm b. Minimum taper lengths: See Table. c. Maximum cone spacing: See Table. TRAFFIC CONTROL SUPERVISOR 1192391 Project: Ave. 52 Widening from Madison SL to Monroe SL IST1401 Control Plan: PAVING- PHASE 1 SHEET 2 Reference: 2012 CAMUTCD + � Cooley 00 T 0 d. Speed limits: See Table. e. Sign spacing: See Table. 2. All traffic control devices shall conform to the latest Traffic Control Devices for Construction and Maintenance a. Delineation will be 28" double reflective traffic cones. b. Flashing warning lights will be used with "Open Trench" c. C17 speed limit signs will only be used while work edition of the Manual on Uniform Traffic Control Devices (MUTCD), the MUTCD California Supplement for Work Zones, and the W.A.T.C.H. Manual. signs. is being done. d Tmifir r.mtrni npvirps will hp maintained 74 hens a day 7 dava a week y�- — r'. ' • • �� 1 ARROW BOARD C30(CA) W5-1 R3-2 APP ti ROVED lIF �� fKEEP Lj IBJ I fSPEED LIMIT sZA • LANS NOT TOSCALE i CHANGEABLE MESSEGE SIGN R4 -7a C17 7 (CA) back �+ L TV - Imo' ji �T , _ _ __--�-- -- �, �COOOG�t..�r►�i+►i •.�.:D`.►_ VwO�►♦Ocwv�00*iOOb��V��*��se��-�'w 1Lf��,1`t0* jO�Cfj�'JA000�OAODO�OV*VO��V�O�jV-V'VAVAO'V•OV'`-VOV"V OV4 Vt�VV00VV�'VOVVwV00� • �,___�1 �� o.,0•J 0 Q�4 o�.,c � e��.,•,.4�+��: W., d, e .. ?.,oeo,,�o,� � ..o�ee��,e�AW°��eo�°a°fie°eo�000q�, !e�iW, a°o��o_L �:w��:,�rt �� t.�.il�..,..;_�._�� o� c., m.*� 4�c `vq°o°; °c�,e!o �°�� °o°ems°;°o°oo�ra�6�o?0�:. o°� o . i ', :. _�.. �. '� - '�"�� ``�-�. ..—•-... _. _ _ -'• ,.-----__ __ __ -.. _ _ .T t "��,g VIA* �7''T --T�t•�,° y _ . it _... _ ..-. _ +� , _ r _ - - t r e ^t •. � _ c s � � � �` -n � �° '"� "' .- !-_�.,tll -t. , _ ��Z.,t'�,.� u F •e �'i,'.}'- - �`' 30525 f t "l � rf �1 Ta I C%�p •a••^.,�'"'�• -•y I '` { -� _ }+. -ti.'-'"-� - � _ z -.,,,, j " _ ~ 'ti + h 5. `� ,f ', s �\ � � - r � -� •cry r S 1'— rpt �rt � �,r;n..,.�JY�'� '�, f' it, '� "- � � .� . '�„ t �*�r4 '� r r ; � , .i• Date: 8113113 Author: BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR # 192391 Project: Ave. 52 Widening from Madison St. to Monroe SL pST1401 OwnerlDeveloper: CITY OF INDIO Temporary Traffic Control Plan: PAVING- PHASE 1 SHEET 3 Reference: 2012 CAMUTCD Comments: GENERAL NOTES FOR TRAFFIC CONTROL 1. Traffic Control Plans prepared per the 2012 CAMUTCD. a. Work Schedule: I Day. Work hours 7:00am to 4:00pm. b. Minimum taper lengths: See Table. Ij c. Maximum cone spacing: See Table. of oetrtio" We. d. Speed limits: See Table. e. Sign spacing: See Table. j 2. All traffic control devices shall conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD), the MUTCD California Supplement for f Traffic Control Devices for Construction and Maintenance Work Zones, and the WAT.C.H. Manual. a. DeBneatien vri0 be 28" double reflective traffic cones. b. Flashing warning rights YOU be used with "Open Trench" signs. c. C17 speed limit signs will only be used while work is being done. d. Traffic Control Devices will be maintained 24 hours a day, 7 days a week i WAVING (1 DAY) PHASE 1 SHEET i j PLANS NOT TO SCALE n 0 - r. �I z M 6 i CMS.► - TABLE LEGEND �Arww'I rion cor MME& ',(PER 2012 CAMUTCD A� (PER MUTCD) MAJOR ROAD WORK ON AVE.{ WB/B i REDUCED SPEED 40MPH DA/TE/ �— TO DATE/" USE ALT za`TRAFFrc11 WORK W20-1 C24(CA) C31A(CA) C27(CA) CONE PORTABLE BARRICADE < <A> < > y W20-5 W4-2 W114 (R) W14(L) FLAGGER ROUTES ® - + yM4RJ( ® G20 -2a ' r L - ARROW BOARDR3-2 - C30(CA) W5-1 '77w, ? APPROVED BY: KEEP KEEP END PCMS � � SPEEDLIMIT AO DATE: PORTABLE RIGHT LEFT 40 SPEED LIMIT MES EGCHANGE S GN C7(CA) back r R4 -7a C17(CA) fron w FLAGGER WITH "SLOW 'PADDLE WILL FOLLOW r " DIRECTLY BEHIND PAVING OPERATION f (WORKERS AND EQUIPMENT) AVENUE 52 - Ilk - 4e 1 ,, SPEED LIMIT 40 , TAPER LENGTH (L) FT SPACING OF SIGN w FOR 12 -FOOT LANE DELINEATORS SPACING g L • 600'(MERGE) SO' (TAPER) -— 1/11.- 300'(SHIFT) 100' ANGE3L-2W(SHOULDER) 500' 25' (CONFLICT) WORK ZONES L-320'(MERGE) 40'(TAPER) (DAY TIME ONLY) 40 MPH 1/2L -160' (SHIFT) 80' (TANGENT) H1/SL - 10T (SHOULDER) 20' (CONFLICT) za`TRAFFrc11 WORK W20-1 C24(CA) C31A(CA) C27(CA) CONE PORTABLE BARRICADE < <A> < > y W20-5 W4-2 W114 (R) W14(L) FLAGGER ROUTES ® - + yM4RJ( ® G20 -2a ' r L - ARROW BOARDR3-2 - C30(CA) W5-1 '77w, ? APPROVED BY: KEEP KEEP END PCMS � � SPEEDLIMIT AO DATE: PORTABLE RIGHT LEFT 40 SPEED LIMIT MES EGCHANGE S GN C7(CA) back r R4 -7a C17(CA) fron w FLAGGER WITH "SLOW 'PADDLE WILL FOLLOW r " DIRECTLY BEHIND PAVING OPERATION f (WORKERS AND EQUIPMENT) AVENUE 52 - Ilk - 4e 1 ,, SPEED LIMIT 40 , r1► 4J'e � . �..� tr. �.�� 1�*�• �r/I�tA�. � A.i �� .. 4 � e � f'i+�` 1 1 4. •� 1 4 /" l + � �V t 4�. w �> WA -— FAA W f!!M, - r1► 4J'e � . �..� tr. �.�� 1�*�• �r/I�tA�. � A.i �� .. 4 � e � f'i+�` 1 1 4. •� 1 4 /" l + � �V t 4�. TABLE *� Date: 8113113 Author: BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR # 192391 Project: Ave. 52 Widening from Madison SL to Monroe St #ST1401 CM (PER 2012 CAM UTCD),. ''! EGEN s' OwnerlDeveloper: CITY OF INDIO Temporary Traffic Control Plan: PAVING PHASE ISHEET 4 Reference:2012CAMUTCD MESSEGE _---_ Comments: Q PER MUTCD) ROAD 10 ppEH GENERAL NOTES FOR TRAFFIC CONTROL ♦ `� WORK ZONE SPEED TAPER LENGTH (L) FT SPACING OF SIGN WORK W018( TRENCH 1. Traffic Control Plans prepared per the 2012 CAMUTCD. ROAD LIMIT FOR 72 -FOOT LANE DELINEATORS SPACING EA a. Work Schedule: Day. Work hours 7:00am to 4:00pm. WORK COO.I� b. Minimum taper lengths: See Table, r • • • c. Maximum cone spacing: See Table. ON 28"TRAFFIC W20-1 C24(CA) C31A(CA) C27(CA) AVE. 52 CONE CONiTRUGTIOR'1 INP;, d. Speed limb: See Table. � W/B AVENUE 52 L-600'(MERGE) 50'(TAPER) e. Sign sparing : See Table. (POSTED APPROACH SPEED) 50 MPH 12L - 700' (SHIFT) 100' (TANGENT) 500' 2. A0 tiafic control devices shall conform to the latest edition of the Manual on Undone Traffic Control Devices (MUTCD), the MUTCD California Supplement for REDUCED 113L -2W (SHOULDER) 25' (CONFLICT) <4> TrControl Devices for ConsWcoon and Maintenance Work Zones, and the WAT.C.H. Manual PEEDDMPH PORrAe&RICADE LosE a. Delineation will be 28" double reflective traffic cones. b. Flashing warning lights will be used with "Open Trench" signs. DA/rEr W1 -4 (R) W1 -4 (L) c C17 speed dim t signs will only be used while work is being done. To WORK ZONES L • a20' (MERGE) 4v (TAPER) W 20-5 W4- 2 (DAY TIME ONLY) 40 MPH 121- 160• (SHIFT) W (TANGENT) 500' d. Traffic Control Devices w 11 be maintained 24 hours a day, 7 days a week. DAITE/ 1TJL • 10T (SMOULDER) 20 (CONFLICT) � i .. ---� � � • USE FLAGGER ' - • j • * ALT a _ 1 ) - 'UNE ROAD END f � ROUTES • �'1 � CCUSED � NARROWS ROAD WORK, 1 DAY - PHASE 1 SHEET - PAVING ( f ® G20 -2a �jf . "r_ ♦••,-*' ''' ? jN -- - - -- ARROW BOARD C30(CA) W5-1 R3-2 iAL APPROVED BY: KEEP KEEP END CMS SPEEDUMIT 40 6 DATE: PORTABLE RIGHT LEFT 40 SPEED LIMB PLANS NOT TO SCALE ME EGEASIGN R4 -7a C17(CA)fronP"'back ' a FLAGGER WITH "SLOW" PADDLE WILL FOLLOW"+ - DIRECTLY BEHIND PAVING OPERATION ' ) (WORKERS AND EQUIPMENT) I :'g t _ �• ROAD XT WORK # U i �i W20-1� - � �- AVENUE 52 >( r c I I ROS SPEED UMR 50040 10NARROWS + i SPEED UMIr � S {i yr rs 4� y' C2 At Wz0-1 ti� t WS -1 olu oo 20" U -- #` - - - T (��}'1 t -y 6 26 .. C. y�{ }�j��J-}.�> 6 `J -X ' ,, •: D° fA% '!o �r-.a. ..._._ ; rn x t._ A. �� : +lei- w. r �I a ., 4• . END 40-�"��• jJ.+^- - 3' • r 4 n`' �`- -f�;i SPEED UMI rn i f'. f 500 rn, ,fquo 1 K 4 F • Y ,yam- - HEORj1I 4 + REt :1_ Ar- . • -- .�1 �� • - 'r a J r � 7 ._ - _ k r R E STR k I '- �T r '._3-�.�S--;F 4 ,; �'"fj * a� .: _ i.�" � ♦ t r; !'11� � ..� •Y' � a I - See below for Finance Revenue Codes T4t�t 4. 4v Qum& ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like. public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 9/18/2013 LOCATION OF CONSTRUCTION: Ave 52 Between Madison St and Monroe St PURPOSE OF CONSTRUCTION: Directional Signs / Temporary Traffic Control for the City of Indio Ave 52 Widening Project DESCRIPTION OF CONSTRUCTION: DIMENSION OF INSTALLATION OR REMOVAL: See Attachments APPROXIMATE TIME WHEN WORK WILL BEGIN: 9/13/2013 TIME OF COMPLETION: 10/9/2013 ESTIMATED CONSTRUCTION COST: $500.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS In consideration of the granting of this permit, the applicant hereby 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 occuring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable ru egulati ins of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Sig at ofI%pplicant or Agent Ben Wolfe _ Cooley Construction 17525 Eucalyptus St. Ste G, Hesperia, CA 92345 760-559-0288 Name of Applicant Business Address Telephone No Cooley Construction Inc. 17525 Eucalyptus St. Ste G, Hesperia, CA 92345 760-559-0288 Name of Contractor and Job Foreman Business Address Telephone No. 348038 $0.00 4083 Contractor's License Number City Business License No Gemini Insurance Co. VFGP001469 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee EE=1 $0.00 Permit Fee EE=1 $0.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, EE=B $0.00 if required TOTAL $0.00 Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUM ER: 13090 DATE ISSUED: 3 EXPIRATIO DATE: 3 BY: ' ell WORK INSPECTED BY*: PERMIT COMPLETION DATE*: If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. �w CA`s 9�v ►A COPY OF THE CURRENT. INSURANCE CERTIFICATE MUST BE PROVIDED -4 OF ..Date: G/f O - Tract No:-i.r�,; Project Name: :o'SZ ,eii�� ' Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc) .. '� � Description of Construction (i.e.: See Plan Set No: •01234 Dimension of.Installation or Removal::�`�•' Approximate .Construction Start Date: v uNMI "' 111 Approximate.Construction Completion .. Estimated Construction Cost: $ C1C Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements .m.,; 7 Contact Name. 'i ' �(%,y,;h .hone Number: # f7r' 3 Name of Applicant/Owner: 1%jp/ D Applicant Address:M.- eCr;., .; A licant Telephone Number, Applicant E-mail Address. ►A COPY OF THE CURRENT. INSURANCE CERTIFICATE MUST BE PROVIDED -4 Applicant or Contractor General Liabili Insur be Company: 0.' 1, x0 "r'S 4:*': V'' ��"''�Jll. r.,i2 Rk : 01 LY tMI.:.Yn-A� A licant or Contractor General Liability Insurance Policy Number: Office Use Only: Office _Use Only: ;- Inspection Fee: Assigned Permit Number: '/3 Permit Fee: Approval Date: As -Built Expiration Deposit: Date: Dust Control Issue Deposit: Date: Credit Amount:. Administrative Authority: TOTAL FEE DUE: u rive ec Is s - ForMS Application6Applicatioh for L Hermit postet5-zb-uv Nr 9/18/13 Check License- License Detail - Contractors State License Board :-DEP,ARTMENTrOf CONSUMER AFFAIRS: 0.9GOV cen e State Li Boa. -A ru Contractor's License Detail - License # 348038 Ai DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. CSLB complaint disclosure is restricted bylaw (B&P 7124.6) If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. ?> Per B&P 7071.17 , only construction related civil judgments reported to the CSLB are disclosed. ?> Arbitrations are not listed unless the contractor fails to complywith the terms of the arbitration. Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. License Number 348038 Extract Date 9/18/2013 COOLEY CONSTRUCTION INC Business Information Business Phone Number: (760) 948-8400 P O BOX 401810 HESPERIA, CA 92340 Entity Corporation Issue Date 12/06/1977 Expire Date. 02/28/2015 ACTIVE License Status This license is current and active. All information below should be reviewed. IM111111111111i DESCRIPTION A GENERAL ENGINEERING CONTRACTOR Classifications C-8 CONCRETE Bonding C12 EARTHWORK AND PAVING C32 PARKING AND HIGHWAY IMPROVEMENT CONTRACTOR'S BOND This license filed a Contractor's Bond with FIDELITY AND DEPOSIT COMPANY OF MARYLAND. Bond Number: 8084541 Bond Amount: $12,500 Effective Date: 01 /01 /2007 Contractor's Bond History https://wawl2.cslb.ca.gov/onlineserHces/checldicensell/LicenseDetail.aspx?UcNurrr-348038 1/2 9/18/13 Check License- License Detail - Contractors State License Board 1. The Responsible Managing Officer (RMO) COOLEY PAUL RICHARD JR certified that he/she owns 10 percent or more of the voting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 06/02/2003 WORKERS' • •E • This license has workers compensation insurance with TRAVELERS PROPERTY CASUALTY COMPANY OF AMERICA Workers' Compensation Policy Number: DTJUB3947R313 Effective Date: 08/01/2011 Expire Date: 08/01/2014 Workers' Compensation History Personnel listed on this license (current or disassociated) are listed on other licenses. Other Licenses Conditions of Use I Privacy Policy Copyright © 2010 State of California https:/Amm 2.cslb.ca.goy/oniineseruces/checldicenselI/LicenseDetaiI.aspx.?UcNurrF=348038 212 y�, 1 Vit,- qc83 ©Sep1II.2013 12:00:20 VIA PDT File Edit Commands Help SUMAPUBLIC SECTOR RO' ej NaviLine f License 14.00002503 b License Information Business Information IDENTIFICATION ® Additional charges WC WORK COM? POLICY :410ORY s ✓ Additionalrequirern Classification: GENERAL CONTRACTOR- I Business number: 4083 WCDEC ❑ Charges 1 License status: ACTIVE t Business name: c00LEY CONSTRUCTION. INC. miscellaneous info Status date: 9/04/2013 z Nailing address: P.O. BOX 401810 ! I ® Notice history Application date: 8,'27/2013 HESPERT.4 Cs. 92340 ® Period summary *1 Issue date: 8/27/2013 Expiration date: 10/31/2014 e "alid th.r9vuh_dat�: LO/31L2Q1.4 � Location address: OUTSIDE CITY LINITS Business phone: (760) 948-8400 Receipts Emergency phone: 0 I 1 R _. I ^�I `❑/ Refunds ( 0 Renewal history Review steps Applicant Information ® Sub codes Applicant/qualifier: ® Tagsistickers Address: Phone: Social Security: Drivers license: Date of birth: Email address: Prim s Cancel iC Exit e+4 Refresh hnages Bmsiness inflM.. y� I ChargesiRenewal Summary �� t Charges summary Lic/Transfr Add'l Chrg Amount charged: 100.00 1.00 Yl I Amount paid: 100.00 1.00 Amount due: .DO .00 Unpost-WUnapplied receipts Hev/transfer unposted: .00 F—TPI<vLtransfa�u`apnliecL jj Documentnumbery<: +si=Expiratlond I0T1q CSLB STATE LICENSE BOARD 348038 2/28/2015 HO HOME OCCUPATION PERMIT ID IDENTIFICATION WC WORK COM? POLICY :410ORY DTJUB3947R31313 8/01/2014 WCC WORK COMP CARRIER _-- - TRAVELERS PRPRT WCDEC COMP DECLARATION 1 ; PREPARED 10/25/2012, 12:20:34 2013 BALANCE SHEET PAGE 60 PROGRAM GM263L ACCOUNTING PERIOD 03/2013 CITY OF LA QUINTA, CALIFORNIA ------------------------------------------------------------------------------------------------------------------------------------ Suppression = N 503 PARK EQUIP & FACILITY FND ------------------------------------------------------------------------------------------------------------------------------------ DEBITS CREDITS ASSETS 101.00-00 Cash & Cash Equivalents / Pooled Cash 779,227.98 125.00-00 Accounts Receivable / Interest Receivable 00 161.00-00 Fixed Assets / Land 5,577,306.36 163.00-00 Fixed Assets / Buildings 14,722,468.68 163.10-00 Buildings / Accumulated Depreciation 4,235,765.23 165.00-00 Fixed Assets / Machinery & Equipment 180,607.75 165.10-00 Machinery & Equipment / Accumulated Depreciation 83,979.54 167.00-00 Fixed Assets / Vehicles .00 167.10-00 Vehicles / Accumulated Depreciation .00 TOTAL ASSETS 16,939,866.00 LIABILITIES 201.00-00 Current Liabilities / Accounts Payable .00 TOTAL LIABILITIES 00 FUND EQUITY 245.00-00 FUND. BALANCE / Reserve for Encumbrances .00 FUND BALANCE 16,939,866.00 TOTAL FUND EQUITY 16,939,866.00 TOTAL LIABILITIES AND FUND EQUITY 16,939,866.00 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 13090 The following shall always apply, ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( '* N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one=fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and. gutter (" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property Fine and the existing road paving shall be two and a half inches (2 '/I') of A.C. paving on (** N/A ") of class ("' N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with -the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such.a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 3. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 4. The permittee and/or contractor is to provide permit securities to complete the improvements or to restore the right of way to its former condition in the event the proposed improvements are not completed in accordance with the approved plans, specifications, and permit requirements to the satisfaction of the Public Works Director; or if the work is abandoned (not completed as required). 5. The permittee shall submit a traffic control plan for the Madison Street closure to the Public Works Department for review and approval prior to start of construction. 6. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 7. Cooley Construction, Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 8. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 9. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m. Special Conditions Page 1 of 9 PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. 10. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 11. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. 12. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 13. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 14. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 15. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 16. Cooley Construction Inc., hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control during construction material hauling procedures. The following Fugitive Dust Control rules shall apply during soil import/export activities: a. A valid grading permit shall be active at both the import and export site b. The import/export material during hauling shall be near 70% optimum moisture content. c. Street cleaning shall occur, as necessary, at import and export location. d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a City approved plan. Special Conditions Page 2 of 9 PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. 17. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. ' 18. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 19. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 20. The City of La Quinta reserves the right to require modifications of the work be made at permittee.'s sole cost for proper sight distance requirements. per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 21. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer at 777-7047 to determine the city inspector's phone number. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or California Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Special Conditions. Page 3 of 9 PERMIT NO. 13090 City of Indio Ave..52 Street Improvements Between Monroe St. and Madison St. Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. 22. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 23. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 24. The permittee is responsible for obtaining a valid separate permit from other Cities, County jurisdictions, or other agencies if any of the work or traffic control devices extend into the other Cities, County, or agencies right of way. 25. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 26. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 27. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. —1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m. 28. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer) of the private land owner whom is being encroached upon. 29. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing R/W with the following requirements: Special Conditions Page 4 of 9 PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. a. Class II Base with a minimum depth of 2" b. A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition, a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 30. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff. or 777-7089) of the name and location of the certified dump site. 31. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Associate Engineer. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 32. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 33. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of a. Possible traffic delays b. Time of construction c. Alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and the entire message should be readable at the posted speed limit. 34. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill compaction within street rights-of-way shall conform with Section 306-1.3 of the latest edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: Special Conditions Page 5 of 9 PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 35. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length .of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 36. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. 37. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 6 of 9 PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. 38. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved 1/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with buttjoint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2 -AR -4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift. of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Conditions Page 7 of 9 PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. 39. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 40. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 41. The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime. 42. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 43. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. 44. Flagger Requirements A. Minimum Requirements 1. Receive and communicate specific instructions clearly, firmly, and courteously; 2. Move & maneuver quickly; 3. Provide clear and positive guidance; 4. Understand and apply safe traffic control practices; 5. Recognize dangerous traffic situations in sufficient time to avoid injury. B. Flagger Safety Apparel 1. Background a. Fluorescent orange -red, or b. Fluorescent yellow -green 2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent version. 3. Material shall be visible at 1000 ft 4. Apparel shall be designed to identify the wearer as a person 5. Law enforcement personnel should adhere to the same standard C. Hand -Signaling Devices 1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must have white legend on red background. D. Directing Traffic 1. Only three (3) signals are required. Special Conditions Page 8 of 9 PERMIT NO. 13090 City of Indio Ave. 52 Street Improvements Between Monroe St. and Madison St. STOP SLOW PROCEED z E. Flagger Communications 1. If work area is too long for relay (2 flaggers can't see each other) a. One flagger given the responsibility to coordinate b. Use Radios or c. Field phones F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to start immediately, or when work is completed. Special Conditions Page 9 of 9 �> TABLE �' CM LEGEND, www.utvatault.�urn Date: 8113113 Author: BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR 9192391 Project: Ave. 52 Wdening from Madison St, to Monroe St. 9ST1401 E Owner/Developer: CITY OFINDIO Temporary TraflicControl Plan: SHOULDER WORK -SHEET 2 Reference:2012CAMUTCD PER MUTPER 2012 CAMUTCD)OPEN PER UTCD a WORK S woa SHOULDER TRENCH,' Comments: GENERAL NOTES FOR TRAFFIC CONTROL MAJOR t SPEED TAPER LENGTH (L) FT SPACINGNEAT OF SIGN AREA AHEAD] WORK ZONE 1. Traffic Control Plans prepared per the 2012 CAMUTCD. ROAD LIMB FOR 12 FOOT LANE DELINEATORS SPACING WORK 28" TRAFFIC , a. Work Schedule: I Month. Work hours 7:00am to 4:00pm. CONE W20-1 C24(CA) C31A(CA) C27(CA) b.Minimum tsperlengths: See Table. ON I Cooley c. Maximum cane spacing: See Table. AVE sz i END ROAD WORK END W/B AVENUE 52 L • e00' (MERGE) 60' (TAPER) ROAD WORK SPEED LIMIT d. Speed limits: Table. (POSTED APPROACH SPEED) 50 MPH 1/21.- 300' (SHIFT) 100' (TANGENT) 500 PORTABLE BARRICADE 40 1 CONSTRUCTION, INC. P a(- e.Signspacing:SeeTeble. REDUCED -a 1I3L-200'(SHOULDER) 25' (CONFLICT) 2. All traffic control devices shall conform to the latest edifion of the Manual on Uniform Traffic Control Devices (MUTCD), the MUTCD California Supplement for SPEED PC MS G 20— 2a 40 SPEED LIMIT Traffic Control Devices for Construction and Maintenance Work Zones, and the WA.T.C.H. Manual. 40MPH a. Delineation will be28°double teflecfiVetrafficcones. 0��"" PORTABLE CHANGEABLE C17(CA) front C17(CA) back MESSEGE SIGN b. Flashing warning lights will be used with "Open Trench" signs. TO c. C17 speed limitDAREi" 40 MPH signs will only be used while work is being done. WORK ZONES L - 320' (MERGE) 40' (TAPER) (DAY TIME ONLY) 1/2L -180' (SHIFT) e0' (TANGENT) 500' d. Traffic Control Devices will be maintained 24 hours a day, 7 days a week. 1qL -tor (SHOULDER) 20' (CONFLICT) . , USE ALT t ROUTES f nFAM _TIN N�iT - :^ ` t j APPROVED BY:� PLANS NOT TO SCALE - - - - DATE: y;, AVENUE 52 "r ROAD WORN t4+- ROAD WOR!( F OPEN �.. _ ` SPEED LIMIT SPEED LIMIT F _ TRENCH AO NO ,....._._. ".. +c CA front. _ - - - sHouLOER (CA) � _ � C17(CA) front 6 All. __ -- — _� -W 61_ _ �� 44 a �,:.. -'lit. �"'_^3 pft- . -.ma. "-_ A - 14911 I WORK r f CMS - TABLE rE EN t I ri • Date: 8113113 Author: BE VJOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR # 192391 Protect: Ave. 52 Nhdening from Madison St. to Monroe St. #ST1401 l; Owner/Developer:CITY OFINDIO Temporary Traffic Control Plan: SHOULDER WORK -SHEET 3 Reference:2012CAMUTCD MESSEGE (PER 2012 CAMUTCD Comments: y;(PER MUTCD) GENERAL NOTES FOR TRAFFIC CONTROL MAJOR 1. Traffic Control Pians prepared per the 2012 CAMUTCD. ROAD Cooley a. Work Schedule: t Month. Work hours 7:00am to 4:00pm. WORK b. Minimum taper lengths: See Table. c. Maximum cone spacing: See Table. ON d. Speed limits: See Table. AVE. 52 I 6oNstttuCr10N, rNt W1B a Sign spacing: See Table. 2. Al traffic control devices shag conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD), the MUTCD California Supplement for REDUCED Traffic Control Devices for Construction and Maintenance Work Zones, and the WA.T.CA Manual. y SPEED a. Delineation will be 28" double reflective traffic cones. 4oMPH b. Fleshing warning lights will be used with'Open Trench" signs. DA/TEr, c. C17 speed limit signs will only be used while work Is being done. TO +� d. Trelfic Control Devices will be maintained 24 hours a day, 7 days a week. DATE/"" + t. I J - USE 5 WORK ZONE SPEED TAPER LENGTH (L) FT SPACING OF SIGN LIMIT FOR 12 -FOOT LANE DELINEATORS SPACING AVENUE 52 L - 600' (MERGE) 60' (TAPER) END ROAD WORK (POSTED APPROACH SPEED) 60 MPH 300' (SHIFT) 100' (TANGENT) 600, • O I1/21.- 113L - 200' (SHOULDER) 25' (CONFLICT) WORK ZONES L - 320' (MERGE) 40' (TAPER) (DAY TIME ONLY) 40 MPH 12L -160' (SHIFT) 80' (TANGENT) 500' 1I3L -10T (SHOULDER) 20' (CONFLICT) y ROAD SHOULDER NO OPEN WORK WORK HOULDER TRENCH HEA AHEAD YG 28' TRAFFIC CONE W20-1 C24(CA) C31A(CA) C27(CA) k PORTABLE BARRICADE END ROAD WORK CAD WORK SFEEEEEED LIMIT END 40 PCMS G20 -2a • O SPEED LIMIT PORTABLE CHANGEABLE C17(CA) front C17(CA) back MESSEGE SIGN Y • y y M y ALT SHOULDER T---~----_r� ~_ ROUTES 1 r t � r - -- -.J a r' _ ,� •i ! i 1 74, 17 4- U,41% 711 '"W"IIIIIIIIIII Milli APPROVED BY: ^r f - _ PLANS NOT TO SCALE s �. ° DATE: 'low *+ 'N( , 13 AVENUE 52 " A OPEN a .�' .k ROADWORK o' L I'll, 40 ` TRENCH ! SPEED LIMIT OPEN —j� — 40~ TRENCH r „� . SHOULDER A'` '; - �I � � � # NO ^� A front SHOULDER CA IN& - \4 k, 4n - ;X_M*i74 00 t ROAD WORK HE Li r 1 � 01, HT$PE At TABLE Date: 8113113 Author: BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR # 192391 Project: Ave. 52 Widening from Madison St. to Monroe St. RST1401 CM EGEN Owner/Developer: CITY OF INDIO Temporary Traffic Control Plan: SHOULDER NARK -SHEET 4 Reference:2012CAMUTCD MESSEGE (PER 2012 CAMUTCD); ROAD SHOULDER NO OPEN ' PER MUTCD ) WORK WORK MOULDER TRENCH Comments: PER NOTES FOR TRAFFIC CONTROL WORK ZONE AHEAD MAJOR SPEED TAPER LENGTH (L) FT SPACING OF BIGN HEA 1. Traffic Control Plans prepared per the 2012 CAMUTCD. ROAD LIMIT FOR 12 -FOOT LANE DELINEATORS SPACINGIt a. Work Schedule: t Month. Work hours 7:009m to 4:00pm. A ' , , Cooley b. Minimum taper lengtils:See Table. WORK 28°TRAFFIC W20-1 C24 CA �� CONE C24(CA) C31A(CA) C27(CA) ON c. Maximum cone spacing: See Table. AVE. 52 C ORK O N S T R U C T I O N, INC. d. Speed limits: See Table. WrB AVENUE C 60 MPH 1/2 300 ( HEFT) 100 (T GENT) Epp PORTABLE ROAD WORK ORX BPEEDNiII IT END e. Sign spacing: See Table. (POSTED APPROACH SPEED) 2. AN traffic control devices shall conform to the latest edition of the Manuel on Uniform Traffic Control Devices (MUTCD), the MUTCD California Supplement for REDUCED 1/31..200' (SHOULDER) 26' (CONFLICT) /O VC Traffic Control Devices for Construction and Maintenance Work Zones, and the WA.T.C.H. Manual. SPEED f- PCM S G20 -2a lTL a. Delineation will be 28'double reflective traffic cones. 4oMPH b. Fleshing warning llghbvrillbeused wiN'Open Trench"signs. PORTABLE CHANGEABLE C17(CA) front C17(CA) back DARE/.° .y L-320'(MERGE) 40' (TAPER) MESSEGE SIGN c. C17 speed Nmit signs YA only be used Ale work is being done. TO WORK ZONES d. Traffic Control Devices will be maintained 24 hours a day, 7 days a week. DARED' (DAV TIME ONLY) �0 MPH 1,3112L f3L - 1oT (SHOO DER) 20 (CONFLICT)(SHIFT) W soo j e USE f' i f ALT r' ROUTES N r APPROVED BY: PLANS NOT TO SCALE ` DATE: WORK f AH 1 >m W20-1 -- �- AVENUE 91 N 1 f OPEN OPEN + SHOULDER ROAD ROAo WORK TRENCH ROAD WORK TRENCH * WDRK WORK I •k SPEED LIMIT SPEED LIMITNO NO71 EA AHEAD 40 — SHOULDER 40 SHWLDER 500 *1to 1s , C 7(CA)1 �200 . C2 A}�T 'iKo" re W20-1 � (CA) fr nt C17(CA) front f * I 14 `C31A(CA) HOULDE 1-� (�J ' * TAPER _ 00 _ — 00 -- •, sE`w -^-mss _. END 4o END r_ -'n" ROADWORKI' 40 SPEED LIMIT ULI7.10. �- a ° TABLE.., vwvw.invarion.cc Date: 8113113 Author. BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPMRGISOR # 192391 Project: Ave. 52 Widening from Madison St. to Monroe SL #ST1401� - EGEN D — Owner/Developer.CITYOFINDIO Temporary Traffic Control Plan: PAVING- PHASE 1 SHEET I Reference: 2012CAMUTCD ;SCC-=�m—ic. E PER 2012 CAMUTCD 7—;ER UTCD ROAoR �ND� OPEN Comments: WORK 5H� ouLoeR' TRENCH GENERAL NOTES FOR TRAFFIC CONTROL MAJOR WORK ZONE SPEED TAPER LENGTH (L) FT SPACING OF SIGN AHS 1. Traffic Control Plans prepared per the 2012 CAMUTCD. ROAD LIMIT FOR 12 -FOOT LANE DELINEATORS SPACING / Cooley a. Work Schedule: I Day. Work hours 7:00am to 4:00pm WORK 6 ! A W20-1 C24(CA) C31A(CA) C27(CA) b. Minimum taper lengths: See Table. ON 28"TRAFFIC i C' Maximum cane spacing: See Table. AVE. 52 CONE CONSTRUCTION• INC d. Speed limits: See Table. W/0 AVENUE 52 L-6W(MERGE) 50' (TAPER) / e. Sign spacing: See Table. (POSTED APPROACH SPEED) 50 MPH 1/21..300' (SHIFT) 100' (TANGENT) SSW. 'LEFT lJ1NE \. REDUCED 1/3 20(Y (SHOULDER) zs•(c(ANG crT 2. NI traffic control devices shag conform to the latest edition Bf Ne Manual on UndBrm Traffic Control Devices (MUTCD the MUTCD California Supplement for SPEED ,f uoaEo �' Traffic Control Devices for Construction and Maintenance Work Zones, and the W.AT.C.H. Manual. 40MPH PORTABLE BARRICADE •HEAD a. Delineation vrig be 28° double reflective traffic cones. IL Flashing warning lights MR be used with "Open Trench" signs. DArrE1"" W20-5 W4-2 W1.4 (R) W1• (L) c. C17 speed limit signs will only be used while work is being done. TO WORK ZONES L -3211' (MERGE) 40' (TAPER) d. Traffic Control Devices will be maintained 24 hours a day, 7 days a week DFVTE/"° (DAY TIME ONLY) 40 MPH 1/11.-160' (SHIFT) SW (TANGENT) sw y y USE 1/,{L-1DT(SHOULOER) 20- (CONFLICT) FLAGGER LANE ROAD END r ALT -, — _ - CLQ NARROWS ROAD WORK "ING 1 DAY -PHASE 1 SHEET �► ROUTES - - ro - ® G20 -2a ARRoweoARD C30(CA) W5 -1R3-2 can " APPROVED BY: KEEP KEEPS ftOE Lei ill ' _ DATE: L"PORTABLEE R 40 sPEED 40 LIMIT - HANGEML PLANS NOT TO SCALE "� rr MESSEGE SIGN C 7(CA) back I R4 -7a C17(CA) front J o f r ROAD � - - � tn� I t) WORK AHEA -ANIL► ) -� K'+ ) LAGGER WITH "SLOW'PADDLE WILL FOLLOW _ DIRECTLY BEHIND PAVING OPERATION sDO ' (WORK :RS AND EQUIPMENT) • AVENUE 52— - .r• s END - . * ROAD WORK END LIMITSPEED ROAD WORK TO NOy 40 NO it - SPEED LIMm' .• 7 WOULDER (C ) bac m :• 8 _}w 7 %7V- NX !P�?�2. „ - 0 • ;� ayj - ROJRK 00 a W OAH A 4J -� ROAD ' WORK AHEA � a ,. Guo-* r W I ADISON rSTR `, ' J Lcjl r:r:TF. NS PLANS NOT TO SCALE TABLE (PER 201-2 CAMUTCD 4K • wa _-]:a] lz I MI -XVI I I relel:j:l :I_-,%• It % tr, ro 3) 4.1 q MM JL 4; 0.41 v. 3521 ft PLANS NOT TO SCALE I ."N` y 1 D 0 T 1. Y Z i- - m -. M D M WORK 4 NO U SHOULDER y- MESSEGE SPEED IER MUTCD)T, SPACING OF Date: 8113113 Author. BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR # 192391 Project: Ave. 52 Widening from Madison SL to Monroe St #ST1401 MAJOR FOR 12 -FOOT LANE OwnerlDeveloper. CITY OF INDIO Temporary Traffic Control Plan: PAVING- PHASE 1 SHEET 3 Reference: 2012 CAMUTCD SPACING WORK Comments: e AVE. 52 W/B ) GENERAL NOTES FOR TRAFFIC CONTROL ') SPEED 5W 1. Traffic Control Plans prepared per the 2012 CAMUTCD. 1I3L - 200' (SHOULDER) 25' (CONFLICT) a. Work : l Day. Work hours 7:00am to 4 OOpm. WORK ZONES DA/TE/" Cooley b. Minimumum taper lengths: See Table.' AA Y' ALT CONSTRUCTION INC c. Maximum cone spacing : See Table. d. Speed limits: See Table. A SW e. Sign spacing: See Table. 113L - IDT (SHOULDER) 20' (CONFLICT) 2. All traffic control devices shall conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD), the MUTCD California Supplement for Traffic Control Devices for Construction and Maintenance Work Zones, and the W.AT.C.H. Manual a. Delineation will be 28" double reflective traffic cones. b. Flashing warning lights will be used with'Open Trench° signs. c C17 speed limit signs will only be used while work is being done. It. Traffic Control Devices will be maintained 24 hours a day, 7 days a week - f (1 DAY) - PHASE 1 SHEET ,PAVING 4 17. +t. PLANS NOT TO SCALE I ."N` y 1 D 0 T 1. Y Z i- - m -. M D M WORK 4 NO U SHOULDER y- MESSEGE SPEED IER MUTCD)T, SPACING OF SIGN MAJOR FOR 12 -FOOT LANE ROAD SPACING WORK ON e AVE. 52 W/B ) REDUCED ') SPEED 5W 40MPH 1I3L - 200' (SHOULDER) 25' (CONFLICT) DA/TE/" TO WORK ZONES DA/TE/" A USE AA Y' ALT 40 MPH 1 TABLE *,- (PER 2012 CAMUTCD WORK ZONE SPEED TAPER LENGTH(L)FT SPACING OF SIGN LIMB FOR 12 -FOOT LANE DELINEATORS SPACING AVENUE 52 L - 600' (MERGE) 50' (TAPER) (POSTED APPROACH SPEED) 50 MPH 12L - 300' (SHIFT) 100' (TANGENT) 5W 1I3L - 200' (SHOULDER) 25' (CONFLICT) WORK ZONES L-320•(MERGE) 40' (TAPER) (DAY TIME ONLY) 40 MPH f2L-160•(SHIFT) W(TANGENT) SW 113L - IDT (SHOULDER) 20' (CONFLICT) . ROAD � No OPEN WORK wpb( L TRENCH 28•TRAFFIC W20-1 C24(CA) C31A(CA) C27(CA) CONE /LEFT LJUI ., u.osen , PORTABLE BARRICADE 0••0 W20-5 W4-2 W1 -4(R) W1 -4(L) F_LAGGGER LANE rtoAo I EINw ROUTES•NARROWS LROAD WORK G20 -2a M ( +� ARROW BOARDC30(CA) W5-1 R3-2 APPROVED BY: KEEP KEEP wloTec END ►L�+ PCMS 4� 40 " 40 DATE: PORTABLE RIGHT LEFT SPEEDLIMrT I - CHANGEABLE I MESSEGE SIGN C17(CA) back w R4 -7a C17(CA) fron I -a - 0-0 � FLAGGER WITH "SLOW' PADDLE WILL FOLLOW ;. 4 DIRECTLY BEHIND PAVING OPERATION (WORKERS AND AND EQUIIPMENT) ' - AVENUE 52 t `,,,owc ' SPEED LIMIT .0frnnt s ` ` to =M 9=2-:: , ",fr- .. -ter- b--�'�%�a - - _ .��.s,.,.F,- -a+3 �i.-_.�_ ••-A +Lt ice] Ilk i :� 4 • t I- '; -1.h t, a C' ROAD r' v WORKMILLI 11 dam a AH r - > HIPPER G WA �► 1 'all t 1y Date: 8113113 Author. BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR A 192391 Project: Ave. 52 Widening from Madison SL to Monroe SL #ST1401 OwneriDeveloper. CITY OF INDIO Temporary Traffic Control Plan: PAVING -PHASE 1 SHEET 4 Reference: 2012 CAMUTCO Comments: GENERAL NOTES FOR TRAFFIC CONTROL - 1. Traffic Control Plans prepared per the 2012 CAMUTCD. Cooley a. Work Schedule l Day. Wade hours 7:00am to 4 OOpm. I Minimum taper lengths :See Table. c Maximum cone spacing: See Table. - CONSTRUCTION INC. d. Speed limits: See Table. e. Sign spacing: See Table. 2. A8 traffic control devices shall conform to the latest edition of the Manual an Uniform Traffic Control Devices (MUTCO), the MUTCD California Supplement for Traffic Control Devices for Construction and Maintenance Work Zones, and the W.AT.C.H. Manual a. Delineation will be 28" double reflective traffic canes. b. Flashing warning lights Will be used with "Open Trench" signs. c. C17 speed limit signs will only be used while work is being done. d. Traffic Control Devices will be maintained 24 hours a day, 7 days a week. �L �AVING (1 DAY PHASE 1 SHEET +'- y- ( N PLANS NOT TO SCALE r I I i,. M # w- ,� V 4SRE**G WA* !- 4 s, t y f V SPEED LIMIT 00 40INOUUM (CA) frpnt t., A : . b A -n 6,_26 D • d 11 0 "0orA. MESSEGE )ER MUTCI MAJOR ROAD WORK ON AVE. 52 W/B REDUCED SPEED 40MPH DA/TEr• TO DA/TEr- USE ALT ROUTES APPROVED BY: DATE: TABLE ! n o 2012 CAMUTCDI } WORK ZONE SPEED TAPER LENGTH (L) FT SPACING OF SIGN LIMIT FOR 12 -FOOT LANE DELINEATORS SPACING AVENUE 52 L - 600, (MERGE) 50' (TAPER) (POSTED APPROACH SPEED) SO MPH 12L- 300' (SHIFT) 100' (TANGENT) 500' 1(3L - 2W (SHOULDER) 25' (CONFLICT) WORK ZONES L- 320' (MERGE) 40r (TAPER) (DAY TIME ONLY) 40 MPH 1UL - 160' (SHIFT) 90• (TANGENT) 500' 1/3L-toT(SHOULDER) 2W (CONFLICT) %1f�4 FLAGGER WITH "SLOW"PADDLE WILL FOCI It # DIRECTLY BEHIND PAVING OPERATION (WORKERS AND EQUIPMENT) ij AVENUE 52 ROAD WORK SPEED LIMIT 40 A- • ROAD iRAORI( , f W20 -19F 500 ROAD HARROWS W5-1- e h 'r4w.l� d .�1 X..+� �k Mr OA E aL „g Y 11 EGEN r. 'VROAD SNWIOFR NO OPEN WORK TRENCH 1voRN HEA µEAp 28"TRAFFIC W20-1 C24(CA)MA(CA) C27(CA) CONE ioLe3seD PORTABLE BARRICADES <A> •' U W20-5 W4-2 W" (R) W14 (L) FLAGGER' - LANE ROAD END CLOVEN") LOVEN NARROWS ROAD WORK0+ ® G20 -2a ARROW BOARD C30(CA) W5-1 R3-2 KEEP KEEP WORK END 40PORCMS go TABLE RIGHT LEFT SPEED LIMIT CHANGEABLE MESSEGE SIGN R4 -7a Cl7(CA) fronj7(CA) back 0 re Knee ROAD ' wow `I •lmA .J• y!' c2 c�)•- • w2o-1 �) DD- �-500 -- VMA END 40 s Date: 113113 Author. BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTR&�.Jwifmw�AIIVIL% Ink OL SUPERVISOR # 192391 Protect: Ave. 52 Wdening from Madison SL to Monroe St &ST1401 V PCMS[7 7-17""1!, m' " - OwnerlDeveloper.CITYOFINDIO Temporary TrafncControl Plan: PAVING- PHASE 2SHEET I Reference: 2012 CAMUTCD MESSEGE W PER ZO 2 CAMUTCD �Q _ Y.F ROAD' ' R Comments: srlotwoE OPEN comm PER MUTCD woRK ivo�t SHN1llER - TRENCH ' GENERAL NOTES FOR TRAFFIC CONTROL WORK ZONE SPEED TAPER LENGTH (L) FT SPACING OF SIGN RHEA \ANEAp \ / 1. Traffic Control Plans prepared per the 2012 CAMUTCD. MAJOR LIMIT FOR 12 -FOOT LANE DEUNEATORS SPACING j Cooley a. Work Schedule: t Day. Work hours 7:00am to 4 OOpm Wok A A A b. Minimum taper lengths: See Table. 28"TRAFFIC W20-1 C24(CA) C31A(CA) C27(CA) " c Maximum cone spacing: See Table. ON CONE C ONS 1 R U C T 1 O N , INC. d. Speed limits: See Table. AVE. 52 AVENUE 52 L • 606 (MERGE) 50 (TAPER) e. Sign spacing: See Table. wB (POSTED APPROACH SPEED) 50 MPH 1/21.- 300' (SHIFT) 100' (TANGENT) 500,LEFT LAME I i13L-200'(SHOULDER) 25-(CONFLICT)2. All franc control devices shag conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCDA the MUTCD California Supplement for REDUCED �'1 CLOB� r Tragic Control Devices for Construction and Maintenance Work Zones, and the W.AT.C.H. Manual. SPEED PORTABLE BARRICADE �� > <?> <S> a. Delineation ME be 28' double reflective traffic cones. 40MPH It. Flashing warning lights will be used with "Open Trench" signs. DATE/ � W20-5 W4-2 W1 -41R) W1 .4 (L) I c. C17 speed limit signs a only be used while work is being done. WORK ZONES L - 320' (MERGE) 40' (TAPER) d. Traffic Control Deuces vn11 be maintained 24 hours a day, 7 days a week DA/TOFJ (DAV TIME ONLY) 40 MPH 1I3Lrz10T(SHOUILDER) Zd (CONFLICT) soa FLAGGER ' <.-s.. USE -- -- -- --.,_ - LANE ROAD END PAVING 1 DAY PHASE 2 SHEET E ET ALTS —Nam CLOSED, NARROWS ROAD WORK ) ROUTES - 1': G20 2a ARROW BOARD C30(CA) W5-1 R3-2 - — - — r END EEP� APPROVED BY: CMS K� sP EEOLIMIT - DATE: _ PORTABLE RIGHT L=EFT 40O R - PLANS NOT TO SCALE 'e, 0 - CHANGEABLE N R4 -7a C17(CA) fr � 7(CA) back r - F - - - - - _- - .. -- ..'fir- -_ -„" _.-.• � -- - - TE 3 r "•r - ROAD# - i � u u WORK - ! - ---- - - AHE W20-1 50 0 1 i X14 t AVENUE 52 of END END .Z 40 ROAD WORK i' r ' SPEED LIMIT (CA) bac - - & 4, 111110AWN -— — lb �,* > e .. D - LEFT LANE _ 0 . `T WORK EA (1, - a` AR - -) -- r AHEAD , -, ■: I_131 ammmmkiiIIIINIML L- a Jts�4. r �� a• WORK --- y4 All �* Golos ADISON rSTR - -- - : y. , go, Emir PLANS NOT TO SCALE SPEED TAPER LENGTH (L) FT SPACING OF SIGN Date: 8113113 Author: BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR # 192391 Project: Ave. 52 Widening from Madison St to Monroe St #ST1401 FOR 12 -FOOT LANE DELINEATORS SPACING AVENUE 52 Owner/Developer.. CITY OF INDIO Temporary Traffic Control Plan: PAVING PHASE 2 SHEET 2 Reference: 2012 CAMUTCD L-60W(MERGE)Sir(TAPER) (POSTED APPROACH SPEED) Comments: 121.. 300' (SHIFT) 100' (TANGENT) 500• I GENERAL NOTES FOR TRAFFIC CONTROL 1I3L. 200- (SHOULDER) 25' (CONFLICT) WORK ZONES 1. Traffic Control Plans prepared per the 2012 CAMUTCD. a. Work Schedule: I Day. Work hours 7:00am to 4:00prL L-3201(MERGE) 40'(TAPER) Goole Y b. Minimum taper lengths: See Table. - 160' (SHIFT) BY (TANGENT) 500 CONSTRUCTION. INC c. Maximum cone spacing: See Table. d. Speed limits: See Table. e. Sign spacing: See Table. 2 All traffic control devices shag conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD), the MUTCD Cafifnmia Supplement for �• 201 (CONFLICT) Traffic Control Devices for Construction and Maintenance Work Zones, and the W.A.T.C.H. Manual. a. Delineation will be 28" double reflective traffic cones. b. Flashing warning fights will be used with "Open Trench" signs. c C17 speed limit signs will only be used while work is being done. d. Traffic Control Devices will be maintained 24 hours a day, 7 days a week _ Ir W - r WING 1 DAY - PHASE 2 SHEET go, Emir PLANS NOT TO SCALE MESSEGE IER MUTCI MAJOR ROAD WORK ON AVE. 52 W1B REDUCED SPEED 40MPH DA/TE1" TO DA/TE/- USE ALT ROUTES TABLE PER 2012 CAMUTCD)� WORKZONE SPEED TAPER LENGTH (L) FT SPACING OF SIGN LIMIT FOR 12 -FOOT LANE DELINEATORS SPACING AVENUE 52 L-60W(MERGE)Sir(TAPER) (POSTED APPROACH SPEED) 50 MPH 121.. 300' (SHIFT) 100' (TANGENT) 500• I 1I3L. 200- (SHOULDER) 25' (CONFLICT) WORK ZONES L-3201(MERGE) 40'(TAPER) (DAY TIME ONLY) 40 MPH12L - 160' (SHIFT) BY (TANGENT) 500 M. 113L-10T(SHOULDER) 201 (CONFLICT) MESSEGE IER MUTCI MAJOR ROAD WORK ON AVE. 52 W1B REDUCED SPEED 40MPH DA/TE1" TO DA/TE/- USE ALT ROUTES TABLE PER 2012 CAMUTCD)� WORKZONE SPEED TAPER LENGTH (L) FT SPACING OF SIGN LIMIT FOR 12 -FOOT LANE DELINEATORS SPACING AVENUE 52 L-60W(MERGE)Sir(TAPER) (POSTED APPROACH SPEED) 50 MPH 121.. 300' (SHIFT) 100' (TANGENT) 500• 1I3L. 200- (SHOULDER) 25' (CONFLICT) WORK ZONES L-3201(MERGE) 40'(TAPER) (DAY TIME ONLY) 40 MPH12L - 160' (SHIFT) BY (TANGENT) 500 113L-10T(SHOULDER) 201 (CONFLICT) LEGENP, www.invarion.co' ROAD SItWUER WORK WORK NO OPEN SHOULDER TRENCH �;. ' A" VENPE 52 Ia � T£""•` lop CA_1� � CLOSED . f. `"ate g e ©� e e b eL e a® i� - 600' _ ERGIN TAPER IN, EhLk ft A -t 28ATRAFFIC W20-1 C24(CA) C31A(CA) C27(CA) CONE PORTABLE BARRICADE > <?> W20-5 W4-2 W1-4IRI W1-4tLf F_LAGGGEER / /CLSEDNARROWS ROAD WORK _ ty G20 -2a pit ARROW BOARD C30(CA) W5-1 R3-2 so ROAD WORK ENDPCMS SPEED UNIT 40PORTABLE 40 SPEED LIMITCHANGEABLE 11 MESSEGE SIGN' R4 -7a C17(CA) front7(CA) back ' L r w -owl D e© vi e ee e e e ca 9 U Date: 8113113 Author: BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR 8192391 Project: Ave. 52 Widening from Madison SL to Monroe SL #ST1401 OF SPEED OwnerlDeveloper. CRY OF INDIO Temporary Traffic Control Plan: PAVING -PHASE 2 SHEET 3 Reference: 2012 CAMUTCD SPACING OF SIGN Comments: L FOR 12 -FOOT LANE GENERAL NOTES FOR TRAFFIC CONTROL SPACING AVENUE 52 1. Traffic Control Plans prepared per the 2012 CAMUTCD. L - 600' (MERGE) 50' (TAPER) a. Work : l Day. Work hours 7:00am to 4:00pm. (POSTED APPROACH SPEED) Cvaley b. Minimumum taper lengths :See Table. t0O ANGENT 500 c Maximum cone spacing: See Table. CONSTRUCTION, INC. - d. Speed limits: See Table. WORK ZONES e. Sign spacing : See Table. L - 320' (MERGE) 40' (TAPER) 2. All traffic control devices shall conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD), the MUTCD Cafif6mia Supplement for (DAY TIME ONLY) 40 MPH Traffic Control Devices for Construction and Maintenance Work Zones, and the WAT.C.H. Manual SO- (TANGENT) 500 a. Delineation will be 28" double reflective traffic cones. 113L-10r(SHOULDER) b. Flashing yarning fights will be used with "Open Trench" signs. c. C17 speed limit signs will only be used while work is being done. d. Traffic Control Devices will be maintained 24 hours a day, 7 days a week (1 DAY) - PHASE 2 SHEET { tAVING PLANS NOT TO SCALE ►1 r a. Iry �I (' w t -- If, —__',rl MESSEGE IER MUTCD) MAJOR ROAD WORK ON I AVE. 52 WB REDUCED - SPEED 40MPH DA/TEf— TO DArrEf- USE ALT TABLE ER 2012 CAM [ORKZONE SPEED TAPER LENGTH (L) FT SPACING OF SIGN LIMIT FOR 12 -FOOT LANE DELINEATORS SPACING AVENUE 52 i �s�tr � tai L - 600' (MERGE) 50' (TAPER) (POSTED APPROACH SPEED) -- If, —__',rl MESSEGE IER MUTCD) MAJOR ROAD WORK ON I AVE. 52 WB REDUCED - SPEED 40MPH DA/TEf— TO DArrEf- USE ALT TABLE ER 2012 CAM [ORKZONE SPEED TAPER LENGTH (L) FT SPACING OF SIGN LIMIT FOR 12 -FOOT LANE DELINEATORS SPACING AVENUE 52 L - 600' (MERGE) 50' (TAPER) (POSTED APPROACH SPEED) SO MPHU2L *3W(SHIFT) t0O ANGENT 500 IaL-200'(SHOULDER) 25-(CCONFLICT) WORK ZONES L - 320' (MERGE) 40' (TAPER) (DAY TIME ONLY) 40 MPH 112L - 160' (SHIFT) SO- (TANGENT) 500 113L-10r(SHOULDER) 20P (CONFLICT) � 111121 'A GENDIN �ROAD� DuIDERND OPEN woRK Mro(et( TRENCH 28'TRAFA, W20-1 C24(CA) C31A(CA) C27(CA) CONE /_. X11 LAN CLOSED PORT LADE 'AHEAD/i- < � W20-5 W4-2 wu(R) W1-a(L) FLAGGER ROUTES .. ti - .lAl1E ROAD EMD R-9 _ .� + ,,• CLOSED. ROAD wows JQ ® G20 -2a - l ARROW BOARD C30(CA) W5-1 R3-2 Y APPROVED BY: 1 KEEP KEEP END +' '* PCMS L41fj 40 DATE:_ PORTABLE RIGHT LEFT SPEED LIMIT i MES EGESIGN C7(CA) back 1 V R4 -7a C17(CA) fron ; 1 f r ( 77. r FLAGGER WITH "SLOW' PADDLE WILL FOLLOW ' DIRECTLY BEHIND PAVING OPERATION�1 (WORKERS AND EQUIPMENT) M1 , ;r AVENUE 52 ` 'f �! SPEED UNIT 1 �• _ 40 l) frontt C31A CA) 'r M, dMLIL. s O 6 0 - 00 SPEED LIMIT 40 fum .111110 30 1 100 ,ROAD: - +W WORK k'ti PER G W- 4 r T; y TABLE Date 8113113 Author: BEN WOLFE ATSSA CERTIFIED TRAFFIC CONTROL SUPERVISOR # 192391 Project: Ave 52 Widening from Madison St. to Monroe St. #ST1401 CM ' EGEN CRY OFINDIO T T M C —1111 PAVING- PHASE 2SHEET 4 Reference: 2012 CAMUTCD MESSEGE ,(PER 2012 CAMUTCD) "'f ' , OwnedDeveloper. emporary ra c ono an. Comments:PER MUTCD, GENERAL NOTES FOR TRAFFIC CONTROL ; MAJOR �. 1. Traffic Control Plans prepared per the 2012 CAMUTCD. ROAD 4% Cooley a Work Schedule: t Day. Work hours 7:00am to 4:00pnx WORK - b. Minimum taper lengths: See Table. c. Maximum cone spacing: See Table. AVE. 52 ON CONSTRUCTION iNG d. Speed limits: See Table. A WB e. Sign spacing :See Table. 2. All traffic control devices shall conform to the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD), the MUTCD California Supplement for REDUCED Traffic Control Devices for Construction and Maintenance Work Zones, and the WAT.C.H. Manual SPEED �„ e a. Delineation will be 2r double reAed ive traffic cones. aOMPH b. Flashing warning lights will be used with'Open Trench" signs. DArrE/•- c. C17 speed limit signs will only be used while work is being done. TO d. Traffic Control Devices will be maintained 24 hours a day, 7 days a week DArrEr' USE WORKZONE SPEED TAPER LENGTH (L) FT SPACING OF SIGN LIMIT FOR 12 -FOOT LANE DELINEATORS SPACING AVENUE 52 L-6W(MERGE) SO -(TAPER) (POSTED APPROACH SPEED) 50 MPH 121.- 300' (SHIFT) IW (TANGENT ' 113L-2W(SHOULDER) 25 -(CONFLICT) WORK ZONES L -320' (MERGE) 40' (TAPER) (DAV TIME ONLY 40 MPH 12L -I 160 (SHIFT) -,(SHOULDER) IW (TANGENT) 500 1,3L -10 20'(CONFLICT) <R'0 AD`-No OPEN MONIt t)E TRENCH E A11EI1D 28,TRAFFIC W20-1 C24(CA) C31A(CA) C27(CA) CONE 1&EAo�� ttoafD PORTABLE BARRICADE < > / C/ \ / 0-0 W20-5 Ill W11-4 (R) w11 -4(L) FLAGGER • ALT -- - SANE ROAD ENO �AVI N G 1 DAY - P HAS E 2 SHEET - ROUTESall ® c�osEo \-7 ROAD VIIORKLW G20 -2a ' N -- -- ARROW BOARD C30(CA) W5-1 R3-2 APPROVED BY: as '� CMS SPEEDLIMILE PLANS NOT TO SCALE -°ATE: PORTABLE 40 BPEED LIMB MES EGEASIGN C'�7(CA) back R4 -7a C17(CA) fron �4 r L , FLAGGER WITH "SLOW' PADDLE WILL FOLLOW' , - DIRECTLY BEHIND PAVING OPERATION - (WORKERS AND EQUIPMENT) ROAD WORK + AVENUE 52 w2o-ice e5 +' > ROAD WORK � � ROAD woRKROAD ei. �� ROAD 'Ly ♦ SPEED LIMIT R , SPEED LIMIT N� s rJGD R NARRpw/'-, K 40 40 p T, a d_ (CA) front l ®I G17(CA) front W5r1 C2 CA). '5 �.A W20-1 es 1 3IU 0 UI Ing 0 0' DIU 500 t �— a - a 0 A. 0 0 0 -zo' a 6 0 0 d b 0 0- a. A 0 a A A A 0 A Q O' 6. ,1,11k sd a �tiC?�S1 zc :X �� ts J _ Jt�, y ., _ 0 ,� 0- L41. (p 0 0 0 0 fi6J a 9 p 100' _ rn ., .� END OWNST REA 40 END TAPER �#��.. _^ - 3 - LANE * 1. y. "t -.n T N� :* - ! � - K� �+- SPEED UNIT RIMD L CLOSED ROM WORK :r_ ® - ' /.- ' ' � SPEED LIMIT _.. ��9L. _ � �R(VHT rn t )0 40 , �` 500 4 11 t ` w • y a�a f - ROAD WORK P f; ar PEtI�IG ROAD 4 ti WORK 'AtS '1J =r► c -3WR E STR� - + f 4,r All { r