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ENC2019-0062'V. . oc (2ui4a See below for Finance Revenue Codes - GEM oftbe DESERT - - 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. DATE: 7/15/2019 LOCATION OF CONSTRUCTION (Street address or Description): BERMUDAS, TAMPICODESERT CLUB.EISENHOWER PURPOSE OF CONSTRUCTION: ACCESS 2 MANHOLES & 2 PULLBOXES TO ADJUST TO GRADE: PLACE 1 NEW 17X30 HANDHOLE DESCRIPTION OF CONSTRUCTION: FRONTIER WO#70063-5240133 FOR C1P2015-03 DIMENSION OF INSTALLATION OR REMOVAL: APPROXIMATE TIME WHEN WORK WILL BEGIN: 7/19/2019 TIME OF COMPLETION: 10/18/2019 ESTIMATED CONSTRUCTION COST: (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: FOR C1P2015-03 LA QUINTA VILLAGE COMPLETE STREETS 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 occurring 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 ofthetime when work will be started at (760) 777-7097. To. thilnspection 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 rules and re I ions tity of and to pay for any additional replacement necessary as the result of this work./ ri/J or Agent FRONTIER CALIFORNIA INC 1400 PHILLIPS BLVD POMONA, CA 91766 Name of Applicant (please print) Business Address FRONTIER CALIFORNIA - LARRY MOORE 7248 HARBOR WAY GRANITE BAY, CA 95746 Name of Contractor and Job Foreman Business Address 488385 N/A Contractor's License No. City Business License No. Telephone No. (760)778-3621 Telephone No. ZURICH AMERICAN INSURANCE COMPANY Applicant's Insurance Company Finance Revenue Code TOTAL: $0.00 GLO 0285992-02 Policy Number PERMIT NO: ENC2019-0062 DATE ISSUED: EXPIRATION DATb: BY: WORK INE&ED 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. T4hf 4 4 Qg b& PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: 07/01/2019 Tract No: Project Name: 70063-5240133 Vicinity: Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.)Frontier to access (2) 'existing manholes and (2) existing pullboxes to adjust to grade; place (1) new 17x30 handhole Description of Construction (i.e.: See Plan Set No. 01234) NIW corner of intersection betv Sinaloa; N/S/O Calle Tampico, E/O Desert Club Dr, EIS/0 Eisenhower Dr, N/O Calle Tampico; Vé'j Dimension of Installation or Removal: Duration of work: 3 Days NO FEE PERMIT REQUEST-CITY PROJECT Approximate Construction Start Date: 07/19/2019 Approximate Construction Completion Date: 10/19/2019 Estimated Construction Cost: $ Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back-filling, compaction and placing permanent resurfacing and or replacing improvements I Contact Name: Debbie Williams Phone Number: (909)-7984400 I Name of Applicant/Owner: Frontier California Inc Ftr. Engineer: Larry Moore Applicant Address: 1400 Phillips Blvd, Pomona CA 91766 Applicant Telephone Number: (909)-798-4400 Applicant E-mail Address: permits©mountaintcs.com Name of Contractor: Contractor Address: Contractor Telephone Number: - Contractor State License Number: Contractor City Business License Number: Contractor E-mail Address: A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED Applicant or Contractor General Liability Insurance Company: Applicant or Contractor General Liability Insurance Policy Number: F. Office Use Only: Inspection Fee: Permit Fee: - As-Built Deposit: Dust Control Deposit: Credit Amount: .'- TOTAL FEE DUE: I )rIvPI( :rlprkII?c - I-nm Office Use Only: Assigned Permit Number Jclo L'.. 006z. Approval Date: Expiration Date: Issue Date: Administrative Authority: City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number ENC20I9-0062 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: 0 RI 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. 0 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. C1 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. 0 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 (W) to one foot (1'). El 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. Ri 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 line and the existing road paving shall be two and a half inches (2 W) of A.C. paving on (** N/A -- ) of class ( N/A ) aggregate base. 0 R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') in all directions shall be assured and maintained at all times. RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturers specifications. City of La Quinta R111 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. 0 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. 0 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 (6) 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 jelling is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. El 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. R2.1 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (3") 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. 0 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 backfllled 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. ENC2019-0062 Frontier WO#70063-5240133 I Work for C1P2015-03 La Quinta Village Complete Streets Project. 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. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. The permittee may only work at night if approved by the City Manager. If approved by the city manager, night work may be halted if the city receives complaints about the night work. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Associate Engineer) of the private land owner whom is being encroached upon. 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. Frontier California Inc (Larry Moore), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 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. 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 7:00a.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) before 8:00 a.m. Special Conditions . Pap I of 6 PERMIT NO. ENC2019-0062 Frontier WO#70063-5240133 I Work for C1P2015-03 La Quinta Village Complete Streets Project 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 Division at (760) 777-7070 if signal operation at the intersection is to be altered in any way. 11. 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. 12. 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: Approval of the construction Plan identification Time Frame of Closure Alternative Routes 13. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hr5 prior to the start of closing the area, and removed immediately after the construction completion date. 14. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § I (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. 15. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. 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. Special Conditions Page 2 of 6 PERMIT NO. ENC2019-0062 Frontier WO#70063-5240133 / Work for C1P2015-03 La Quinta Village Complete Streets Project 16. 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. 17. 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 Associate 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. 18. This permit is not valid until the permittee submits, to the Design and Development Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: General Liability Insurance Company and Policy Number City Business License Contractors State License Number 19. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in 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. 20. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Design and Development Department, a traffic control plan for review and approval prior to start of construction or parking on the paved RJW. 21. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § I (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 3 of 6 PERMIT NO. ENC2019-0062 Frontier WO#70063-5240133 / Work for C1P2015-03 La Quinta Village Complete Streets Project 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. 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. 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. 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. 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. 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. 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. 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. 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. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be replaced to its original condition. Access and egress to all local properties shall be maintained at all times. Special Conditions Page 4 of 6 PERMIT NO. ENC2019-0062 Frontier WO#70063-5240133 / Work for C1P2015-03 La Quinta Village Complete Streets Project 25. 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: Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. 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. 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 ½" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. 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. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 1/4" 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. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Perrnittee, 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 5 of 6 PERMIT NO. ENC2019-0062 Frontier WO#70063-5240133 / Work for CIP2015-03 La Quinta Village Complete Streets Project 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. 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. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 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. 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. Special Conditions Page 6 of 6 A[BiKE 1 /SHOULOER'\ CLOSED \C'oSED/ SC 11 (MOD) (30 in) CA TYPE N-3 TRAFFIC CONE OBJECT MARKER (OM1-3) DETAIL SHEET LEGEND — EXISTING TURN ONLY —4 EXISTING NO TURN LA ED (0 (0 (0 (0 (0 (0 ED ED (0 (0 (0 ED ED ED ED (0 (0 (0 (0 (0 0\1' /0 --I- -- -I--. I - I HIGH LEVEL WARNING DEVICE YP.) FLASHING ARROW SIGN TRAILER (TYP.) (HLWD) (FAS) 2-0 z WORK HOURS 9AM-2PM WORK DATES: 7-15-19 - 10-15-19 ACTUAL WORK DAYS: 1 ALL WORK ZONE TRAFFIC CONTROL SIGNS AND MARKINGS ARE TO BE REMOVED AT THE END OF S. TRAFFIC SIGNAL — TRAFFIC FLOW DIRECTION <~- Px> wii W16-1 HERGA SHARE W11-1 ASSEMBLY (24 in) (30 in) (30 in) (30 in) SIDE1 [EWALK SIOEWA.K CLOSED A1A0 - (SIDEWALK CLOSED1 CLOSED_] L CROSS nERE 1_il I_ CROSS HERE R9-9 R9-11 (RT) R9-11A(LT) Fi~) R3-2 R3-4 36 in) 36 in) DIGALERT Call TOLL FREE A7 LEA T nNO DAYS TRAFFIC CONTROL PLANS 0FESS1 CO 7/9/2019 0. 29570 civil 4- OF CA~- Exp. 3/31/2021 MISCELLANEOUS DEVICES TILE LA QUINTA, CA WARNING SIGNS (24 in) :LANE\" T MUSTI / \ 1TLANE CLOSED W12-1 O(CA) R3-7R PROJECT LOCATION .4D1 (361n) N END LOAD WORK G20-2 / 4 RW20-5R ' THE DAY TYPE 1 BARRICADE Q Traffic Cone Work Area NOTE: 1.ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2014 F Temporary Sign Work Vehicle CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M U T.0 D) _______ TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY B E REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF Direction of Travel Signalized Intersection LA QUINTA REPRESENTATIVE. Flashing Arrow Sign (FAS) THROUGHOUT EACH WORK PERIOD, CONTRACTOR INSPECT TRAFFIC CONTROL SHALL (SIGNS, Type III Barricade with sign BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. FAS Support or Trailer CONTRACTOR SHALL MAINTAIN A MINIMUM 10 (12 TYP) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2 BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. Portable Flashing Beacon HLWD High Level Warning Device ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT THE END OF WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL Flagger CONE SPACING TO BE 25 MAXIMUM 7 CLOSURE HOURS TO COINCIDE WITH WORK HOURS 9AM-2PM * NOTIFY TRAFFIC SIGNAL MAINTENANCE STAFF 48 HOURS BEFORE TRAFFIC SIGNALS OPERATIONS HAVE TO BE MODIFIED. TURNED OFF OR PUT INTO FLASHING OPERATION LEGEND Q Traffic Cone ). Temporary Sign 4*11111111111 Direction of Travel ::'••• Flashing Arrow Sign (FAS) FAS Support or Trailer ED Portable Flashing Beacon Flagger Work Area Work Vehicle Signalized intersection Type Ill Barricade with sign HLWD High Level Warning Device . •s. S Frontier COMMUNICATIONS W.O.# 70063-5240133 DATE 7/9/2019 TITLE TRAFFIC CONTROL PLAN LOCATION, CITY/STATE: LA QUINTA, CA FTR ENGINEER: LARRY MOORE (760) 778-3621 FTR INSPECTOR. DOUGLAS HUNTSMAN (760) 625-9107 DRAWN BY: MTCS TG. PAGE SHEET#: Mountain Top 1 OF 3 Communication Services LLC CONSTRUCTION NOTE: ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE. TAPER - . ;— S • • - CURB S >- > 0 EISENHOWER (40 MPH) CURB N w F— z 0 0 Z w > CONCRETE MEDIAN 42 TO C/L 12'MIN T . S • • • • . . . S •---t S S S S • • S • S LEGEND . Traffic Cone Temporary Sign Direction of Travel :••.••• Flashing Arrow Sign (FAS) FAS Support or Trailer Portable Flashing Beacon V/ Flagger Work Area Work Vehicle Signalized Intersection - Type III Barricade with sign HLWD High Level Warning Device CURB HH 1 50' n X Z. LOCATION 50' MIN MIN DOWNSTREAM 250' 250' 110 50 WORK TAPER SIGN SPACING ,,,SIGN SPACING SHOULDER TAPER BUFFER AREA 50' MIN/ 100' MAX 98' TO C/L 72 HOURS PRIOR TO COMMENCING WORK INSTALL TEMP. NO PARKING E S S 742/< wk 7/9/2019 nh ,p No. 29570 Exp. 3/31/2021 • • •. Frontier COMMUNICATIONS law W0.# 70063-5240133 DATE I 7/9/2019 TITLE TRAFFIC CONTROL PLAN LOCATION EISENHOWER DR & AVENIDA MONTEZUMA CITY/STATE LA QUINTA, CA FTR ENGINEER LARRY MOORE (760) 778-3621 FTR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107 DRAWN BY NOT TO SCALE MTCS T.G. PAGE: SHEET#: Mountain Top 2 OF 3 Co,rrn,piCctioR 5or,iCe LLC WORK AREA — MH#358 CURB LOCATION - SIDEWALK 22 TO C/L OV3FIV AAOM DADA 136 TO C/L I. •, • . •• CONCRETE MEDIAN El CONSTRUCTION NOTE ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE. TAPER H 0 0 END1 Q ROAD WORK G20-2 EISENHOWER DR (40 MPH) LU 50 MIN. GAP 320 100 100 250 250 BETWEEN MERGING TAPER TANGENT BIKE LANE SIGN SIGN C) CHANNELIZERS TAPER SPACING SPACING /\\ç Kj CURB r]= K/) N SIDEWALK - . : • • • . S S S S• • ' - S • • • •• • • — . -- -- CONCRETE MEDIAN CURB LEGEND . Traffic Cone f Temporary Sign Direction of Travel :•••••• Flashing Arrow Sign (FAS) FAS Support or Trailer Portable Flashing Beacon m/ Flagger i-f Work Area F7 Work Vehicle Signalized Intersection Type III Barricade with sign HLWD High Level Warning Device DWS' CURB ESS ui\\ /9/2019 Exp. 3/31/2021 NOTE FRONTIER TO ESCORT PEDESTRIANS AROUND SIDEWALK DURING WORKING HOURS. NOT TO SCALE S ••. Frontier COMMUNICATIONS W O# 70063-5240133 DATE 7/9/2019 TITLE TRAFFIC CONTROL PLAN LOCATION EISENHOWER DR & CALLE TAM PICO CITY/STATE LA QUINTA, CA FTR ENGINEER LARRY MOORE (760) 778-3621 FTR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107 DRAWN BY MTCS TG PAGE SHEET# Mountain Top 3 OF 3 Communication Services LLC DIGALERT CiiI TOLL FREE 1-800-227-2600 AT LEAST ~O DAYS BEFORE YOU DIG TRAFFIC CONTROL PLANS 7/9/2019 No. 29570 \r Exp. 3/31/2021 MISCELLANEOUS DEVICES TILE LA QUINTA, CA H1J (36 in) ROAD END wORK i [DWORKj AHEADW G20-2 2D-1 WARNING SIGNS (24 fl) t?5 -. HT LANE] CLOSED 0 MU I " ' K7' S T I 030(CA) TURN RIGHTJ R3-7R Care PROJECT LOCATION DETAIL SHEET LEGEND - EXISTING TURN ONLY S TRAFFIC SIGNAL —* EXISTING NO TURN LA - TRAFFIC FLOW DIRECTION o\ P/0 0\P/'C1'> BIKE 1 NE_] C0SED / CLOSED SC11 (MOO) O1-5AR (30 in) CA TYPE N-3 TRAFFIC CONE OBJECT MARKER (OM1-3) /\ (30 fl) (30 in) (30 in) 1 [SIDEWALK rSIWA.K1,DS1 AHEAD ] : I SIDEWALK CLOSED I :0I CLOSED J CROSS HERE - CROSS HERE R9-9 R9-11 (RI) R9-11A (LT) E1E R3-2 R3-4 (36 in) (36,n) P/<> w11-1 ... - W16-1 W11-1ASSEMOLY (24 in) I 4:0 RW20-5R RIGHT '' \ 0 0 D D )0 t _ 2 - HIGH LEVEL WARNING DEVICE YP.) FLASHING ARROW SIGN TRAILER (TYP.) (HLWD) (FAS) 2-0 z WORK HOURS: 9AM-2PM WORK DATES: 7-15-19 - 10-15-19 b - -. ACTUAL WORK DAYS:1 ALL WORK ZONE TRAFFIC CONTROL SIGNS AND MARKINGS ARE TO BE REMOVED AT THE END OF THE DAY TYPE 1 BARRICADE Q Traffic Cone Work Area NOTE: 1.ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2014 F Temporary Sign Work Vehicle CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M U.T.0 D) TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY B E REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF Direction of Travel Signalized Intersection LA QUINTA REPRESENTATIVE. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL __ Flashing Arrow Sign (FAS) (SIGNS, Type III Barricade with sign BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. FAS Support or Trailer CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYP.) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2 BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. Portable Flashing Beacon HLWD High Level Warning Device ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT THE END OF WORK - HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. Flagger CONE SPACING TO BE 25' MAXIMUM CLOSURE HOURS TO COINCIDE WITH WORK HOURS 9AM-2PM * NOTIFY TRAFFIC SIGNAL MAINTENANCE STAFF 48 HOURS BEFORE TRAFFIC SIGNALS OPERATIONS HAVE TO BE MODIFIED. TURNED OFF OR PUT INTO FLASHING OPERATION LEGEND Q Traffic Cone F Temporary Sign Direction of Travel ::.••.• Flashing Arrow Sign (FAS) FAS Support or Trailer E Portable Flashing Beacon Flagger Work Area E Work vehicle Signalized Intersection Type III Barricade with sign HLWD High Level Warning Device S Frontier COMMUNICATIONS W O.# 70063-5240133 DATE. 7/9/2019 TITLE TRAFFIC CONTROL PLAN LOCATION CITY/STATE: LA QUINTA, CA FTR ENGINEER LARRY MOORE (760) 778-3621 FTR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107 CA DRAWN BY MTCS TG. PAGE: SHEET# Mountain Top 1 OF 2 Communication Services LLC - Cl1 Care Colic Sina loa Cill Szui - Avenue 52 PROJECT LOCATION p > LEGEND Q Traffic Cone I Temporary Sign Direction of Travel ::..... Flashing Arrow Sign (FAS) FAS Support or Trailer Portable Flashing Beacon f Flagger Work Area B Work Vehicle Signalized Intersection Type III Barricade with sign HLWD High Level Warning Device • Frontier t COMMUNICATIONS W O.# 70063-5240133 DATE: 7/9/2019 TITLE. TRAFFIC CONTROL PLAN LOCATION AVENIDA BERMUDAS & CALLE SINALOA CITY/STATE: LA QUINTA, CA FTR ENGINEER LARRY MOORE (760) 778-3621 FTR INSPECTOR: DOUGLAS HUNTSMAN (760) 625-9107 DRAWN BY: MTCS SCALE 1=60 T.G. PAGE: SHEET#: Mountain Top 2 OF 2 Communication Services LLC DETAIL SHEET LEGEND — EXISTING TURN ONLY S TRAFFIC SIGNAL —4 EXISTING NO TURN LA — TRAFFIC FLOW DIRECTION o\ P'0 o\ F~'&r' BKE 1 CLOSED '\CLOSED / SC 11 (MOD) 21-5AR (30 in) CA TYPE N-3 TRAFFIC CONE OBJECT MARKER (OM1-3) Co (30 In) (30 in) (30 in) AHEAD [ SIDEWALK CLOSED] 0 - fSIDEWALK CLOSED J [SIDEWALK] 7. CLOSED_ CROSS ERE CROSS HERE R9-9 R9-11 (RT) R9-11A(LT) L51 LI1E R3-2 R3-4 (36 In) 36 In) P'0 W11 -1( - - W16-1 W11-1 ASSEMBLY (24 in) DIGALERT Call TOLL F EE 00-227-2600 TRAFFIC CONTROL PLANS Lu 9/2019 jm OF Exp. 3/31/2021 MISCELLANEOUS DEVICES TILE LA QUINTA, CA - )36 In) ROAD END AD ! 1ROAD WORKj WORK /"W20-1 G20-2 WARNING SIGNS (24 in) LANE [RIGHT LANE1 \ , - CLOSED 0 W1 2-1 I MUST [TURN RIGHTJ C30(CA) R3-7R / IGHTLANE\" CLOSED AHEAD W20-5R Title Co 9 Solo Wealth \4i.oqernep1 PROJECT LOCATION Q L'Book ePublinher - -- 9 D D Co Co Co (0 (0(0(0(0(0 _ 2 YP) FLASHING ARROW SIGN TRAILER (TYP.) HIGH LEVEL WARNING DEVICE (HLWD) (FAS) 2-0 EN z WORK HOURS 9AM - 2PM WORK DATES 7-15-19 - 10-15-19 b ACTUAL WORK DAYS: 1 ALL WORK ZONE TRAFFIC CONTROL SIGNS AND MARKINGS ARE TO BE REMOVED AT THE END OF THE DAY TYPE 1 BARRICADE Q Traffic Cone Work Area NOTE: 1.ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2014 Temporary Sign Work Vehicle CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M.U.T.C.D) TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY B E REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF Direction of Travel Signalized Intersection LA QUINTA REPRESENTATIVE. THROUGHOUT SHALL (SIGNS, Flashing Arrow Sign (FAS) EACH WORK PERIOD, CONTRACTOR INSPECT TRAFFIC CONTROL Type III Barricade with sign BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. FAS Support or Trailer 4 CONTRACTOR SHALL MAINTAIN A MINIMUM 10'(12- TYP ) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2 BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. Portable Flashing Beacon HLWD High Level Warning Device 5 ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT THE END OF WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL, Flagger CONE SPACING TO BE 25 MAXIMUM 7 CLOSURE HOURS TO COINCIDE WITH WORK HOURS 9AM-2PM * NOTIFY TRAFFIC SIGNAL MAINTENANCE STAFF 48 HOURS BEFORE TRAFFIC SIGNALS OPERATIONS HAVE TO BE MODIFIED, TURNED OFF OR PUT INTO FLASHING OPERATION LEGEND Q Traffic Cone F Temporary Sign AME Direction of Travel :•••••• Flashing Arrow Sign (FAS) FAS Support or Trailer i(f( Portable Flashing Beacon 10 Flagger Work Area E Work Vehicle Signalized Intersection Type ill Barricade with sign HLWD High Level Warning Device • S Frontier COMMUNICATIONS W.O # 70063-5240133 DATE: 7/9/2019 TITLE: TRAFFIC CONTROL PLAN E LOCATION: CITY/STATE: LAQUINTACA FTR ENGINEER LARRY MOORE (760) 778-3621 FTR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107 _ DRAWN BY: MTCS T.G.PAGE: SHEET#: Mountain Top 1 OF 2 Communication Services LLC CONSTRUCTION NOTE: ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE. TAPER -1 H - • •- - cups . >- C > 0 —J 0 H LU U) w 0 CALLE TAMPICO (45 MPH) 72 HOURS PRIOR TO COMMENCING WORK INSTALL TEMP. NO PARKING 0 60 TO CIL WORK 50 180 100 350 <11:11> 350 350 IlIIII::::: AREA BUFFER SHOULDER TAPER BIKE TAPER SIGN SPACING SIGN SPACING SIGN SPACING >_ CURB HH LOCATION _____ - SIDEWALK . S BIKE LANE S I - S • • • • S • • • • • S • S S S S S S S • 43 TO C/L I 12 MIN CONCRETE MEDIAN CURB 7-0FESS1 17 7/9/2019 / No 2957 CIVIU Op c'-' Exp. 3/31/2021 LEGEND . Traffic Cone I Temporary Sign Direction of Travel :•••••• Flashing Arrow Sign (FAS) FAS Support or Trailer l Portable Flashing Beacon Flagger Work Area Work Vehicle Signalized Intersection Type III Barricade with sign HLWD High Level Warning Device S •. Frontier COMMUNICATIONS W 0 # 70063-5240133 DATE 7/9/2019 TITLE TRAFFIC CONTROL PLAN LOCATION CALLE TAMPICO & DESERT CLUB DR CITY/STATE LA QUINTA, CA FTR ENGINEER LARRY MOORE (760) 778-3621 FTR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107 DRAWN BY NOT TO SCALE MTCS T.G.PAGE SHEET# Mouotoio Top 2 OF 2 Communication S rtuice LLC NOTE: FRONTIER TO ESCORT PEDESTRIANS AROUND SIDEWALK DURING WORKING HOURS QJQERT I - Call TOLL FREE 1-800-227-2600 TRAFFIC CONTROL PLANS I TILE CA .JSTiticCo PROJECT LOCATION LA QUINTA, WARNING SIGNS Q /9/2019 No 29570 OF CAIU / (24 In) Mao, 5 9 Exp. 3/31/2021 ' ROAD ' I END 1 ' ' LANE - I '/HTLA\\ 9 L -BookePoL Soils Wealth (36 In) 1RIGHT LANE] _ WORK ROAD WORK CLOSED M US T Mansoemnit MISCELLANEOUS DEVICES AHEAD W20-1 G20-2 C30(CA) ! [TURN RIGHT \. CLOSED AH EAD R3-7R 20-5R ---- II P/<:> (30 in ) (301n) (30 in ) — LEGEND o\ P'0 o\ F71 SIDEWARCLDSED s 1UEWALKCL0j -A Q Traffic Cone [SIDEwALK1 [ AHEAD lo i (0 (D 50 (0 (0 (0 LANE SHOULDER W11- R9-9 1 I BIKE 1 >iGHr • , CLOSED CRCSSERE J — CROSS HERE Temporary Sign CLOSED j CLOSED SCiI (MOD) i5AR ' - R9-11 (RT) R9-11A (LT) Direction of Travel 50 CD CD I- - I -- -- (30 in) W16-1 THE ROA •'....s Flashing Arrow Sign (FAS) <x W11_1 1ASSEMBLY A LII1 LI1 -, CA TYPE N-3 124 in) OBJECT MARKER (OM1-3) FAS Support or Trailer R3-2 TRAFFIC CONE R3-4 Portable Flashing Bear-on (36 in) (36 in) 11J1i 0 --------- Flagger .._'(•• ___________ ____________ Work Area - I - - ..5 .'N - - Work Vehicle -- HIGH LEVEL WARNING DEVICE YP) FLASHING ARROW SIGN TRAILER (TYP.) (HLWD) Signalized Intersection (FAS) 2'-0" DETAI L S HEET LEGEND . Type Ill Barricade with sign N :t. HLWD High Level Warning Device Z - - EXISTING TURN ONLY S. TRAFFIC SIGNAL WORK HOURS 9AM-2PM WORK DATES 7-15-19 - 10-15-19 - 02 ACTUAL WORK DAYS - 1 —0 EXISTING NO TURN LA - — TRAFFIC FLOW DIRECTION ALL WORK ZONE TRAFFIC CONTROL SIGNS AND MARKINGS ARE TO BE REMOVED AT THE END OF THE DAY TYPE 1 BARRICADE Q Traffic Cone Work Area _ NOTE. 1.ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2014 F Temporary Sign Work Vehicle Frontier CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M.U.T.C.D) TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY Direction of Travel COMMUNICATIONS BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF Signalized Intersection LA QUINTA REPRESENTATIVE THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, Flashing Arrow Sign (FAS) W 0 # 70063-5240133 DATE 7/9/2019 BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL Type III Barricade with sign TITLE. TRAFFIC CONTROL PLAN PLANS FAS Support or Trailer LOCATION. CONTRACTOR SHALL MAINTAIN A MINIMUM 10 (12 TYP.) TRAFFIC LANE WIDTH AT ALL TIMES. THERE - CITY/STATE: LA QUINTA, CA SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. EIE Portable Flashing Beacon HLWD High Level Warning Device FTR ENGINEER: LARRY MOORE (760) 778-3621 ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. FTR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107 THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT THE END OF WORK DRAWN BY Li) HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. - Flagger CONE SPACING TO BE 25 MAXIMUM MTCS CLOSURE HOURS TO COINCIDE WITH WORK HOURS 9AM-2PM T.G.PAGE SHEET#: * NOTIFY TRAFFIC SIGNAL MAINTENANCE STAFF 48 HOURS BEFORE TRAFFIC SIGNALS OPERATIONS Mountain Top 1 OF 2 HAVE TO BE MODIFIED, TURNED OFF OR PUT INTO FLASHING OPERATION Comm uni cation secesLLc CONSTRUCTION NOTE ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE - -TAPER CURS . • • CE DESERT CLUB DR (25 MPH) CURB [ti] 12 MIN 0 0 S • • • • S S S S S S PAINTED MEDIAN • • . 12 MIN H w —J • • • • • • • • • • 38TOC/L - S • I S • 0 CURB PB#241 LOCATION 85 TO C/L 100 100 100 65 50 MIN, WORK SIGN SIGN SIGN SHIFTING TAPER BUFFER AREA PACIN PACING SPACING ç7nO / ()TflO/ 9 C) C) LEGEND S Traffic Cone f Temporary Sign Direction of Travel ::•'••' Flashing Arrow Sign (FAS) FAS Support or Trailer Ei Portable Flashing Beacon Flagger Work Area Work Vehicle Signalized Intersection Type Ill Barricade with sign HLWD High Level Warning Device NOTE: FRONTIER TO ESCORT PEDESTRIANS AROUND SIDEWALK DURING WORKING HOURS. S • Frontier COMMUNICATIONS W 0 # 70063-5240133 DATE 7/9/2019 TITLE TRAFFIC CONTROL PLAN LOCATION DESERT CLUB DR & CALLE TAMPICO CITY/STATE LA QUINTA, CA FTR ENGINEER LARRY MOORE (760) 778-3621 FTR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107 DRAWN BY MTCS T.G.PAGE SHEET# Mountain Top 1 OF 2 communication Services LLC Exp. 3/31/2021 NOT TO SCALE