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10070 (2)' See below for Finance Revenue Codes 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: 11/9/2010 LOCATION OF CONSTRUCTION: Adams Street at Avenue 47, Highway 111, and Blackhawk PURPOSE OF CONSTRUCTION: Cochran Communication; Install 2-2" Conduits for CAN DESCRIPTION OF CONSTRUCTION: Trench and Bore to Install 2-2" Conduits DIMENSION OF INSTALLATION OR REMOVAL: N/A APPROXIMATE TIME WHEN WORK WILL BEGIN: 11/15/2010 TIME OF COMPLETION: 12/15/2010 ESTIMATED CONSTRUCTION COST: $20,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS Relates to CIP 2006-06 Adams Bridge 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 rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Fg*naureof App ;cant or Agent Jason Cochran - Cochran Communication Const 36630 Cathedral Canyon, Cathedral City, CA 92234 760-250-2108 Name of Applicant Business Address Telephone No Cochran Communication Construction 36630 Cathedral Canyon, Cathedral City, CA 92234 760-328-6778 Name of Contractor and Job Foreman Business Address Telephone No. 478543 $0.00 00865 Contractor's. License Number City Business License No Mt Hawley Insurance MGLO158865 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class 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 NUMBER: 10070 (RENEWAL) DATE ISSUED: /1, 4� • /� EXPIRATION TE: f/, BY: WORK INSPECT D 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. 4 4Q" . 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 FILE COPwy Minor Improvement. Permit - Class IV DATE: 11/9/2010 LOCATION OF CONSTRUCTION: Adams Street at Avenue 47, Highway 111, and Blackhawk Way PURPOSE OF CONSTRUCTION: Cochran Communication; Install 2-2" Conduits for CAN DESCRIPTION OF CONSTRUCTION: Trench and Bore to Install 2-2" Conduits DIMENSION OF INSTALLATION OR REMOVAL: N/A APPROXIMATE TIME WHEN WORK WILL BEGIN: 11/15/2010 TIME OF COMPLETION: 12/15/2010 ESTIMATED CONSTRUCTION COST: $20,000 permanent resurfacing and/or replacing improvements) (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing COMMENTS Relates to CIP 2006-06 Adams Bridge 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 rules and regulations of the City. of La Quinta and to pay for any additional. replacement necessary as the result of this work. Signature of Applicant or Agent Jason Cochran - Cochran Communication Const 36630 Cathedral Canyon, Cathedral City, CA 92234 760-250-2108 Name of Applicant Business. Address Telephone No Cochran Communication Construction 36630 Cathedral .Canyon, Cathedral City, CA 92234 760-328-6778 Name of. Contractor and Job Foreman Business Address Telephone No. `•478543 00865 Contractor's License Number City Business License No Mt Hawley Insurance MGLO158865 Applicant's Insurance Company. Policy Number FEES Subdivision Improvement Permit - Class I Public Improvements: 3% of estimated construction costs Minor Improvement Permit - Class I Private Improvements: 3% of estimated construction costs 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, E -B $0.00 if required TOTAL 0.00 I PERMIT NUMBER: 10070 DATE ISSUED. EXPIRATION DATE: /i BY: 0,)r-' WORK WORK INSPECTED BY*: PERMIT COMPLETION DATE*: j If the work Is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of Improvements from the City Council. Tit4t 4 4.QU&rC4(j' PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Date: Z o / U Location of Construction: _19,04 1I V r LZ A/ /i�_ 1_5)tAekyA' -Jk V y Description of Construction: Dimension of Installation or Removal: Approximate Construction Start Date:_ //��� = � j Approximate Construction Completion Date: _ Estimated. C_onstructi on_Cost:,.$ �;. o Jo > e o _ Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name:-, IAS ,O.IJ oC ���„� Phone Number: R-- Z jo Name -of Applicant: e' ci�ea,� C,iv s T Applicant Address: 36,630 CAMCDot, Applicant Telephone Number: 6o- z5.0, -'Z 4 L. "722 3 Name of Contractor: C11 C112_� suw CONS . Contractor Address: 3 o �� ��,e�l . �Jw y ,✓ 1��- C C Contractor. Telephone Number: 3 '73 Contractor State License Number: Contractor City Business License Number: 009b5_ .► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED t Applicant or Contractor General Liability Insurance Company: . / If Applicant or Contractor Gene{al L aiL bi Ill Office Use Only: Inspection Fee: Permit Fee: As -Built Deposit: Dust Control Deposit: Credit Amount: TOTAL FEE DUE: .Policy Number: Office Use Only: I OD —7 Assigned Permit Number: Approval Date: Expiration Date: Issue Date: Administrative Authority: PERMIT NO. 10070 Cochran Communication Construction/ Trench and Bore to Install Conduits / Adams St at Avenue 47, Hwy 111, and Blackhawk Way 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. Cochran Communication Construction (Marty Cochran), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 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 (i.e. any 4 lane street) before 8:00 a.m. 6. 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. 7. 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. 8. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the .private land owner whom is being encroached upon. Special Conditions Page i of 6 PERMIT NO. 10070 Cochran Communication Construction / Trench and Bore to Install Conduits / Adams St at Avenue 47, Hwy 111, and Blackhawk Way 9. 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. 10. 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. 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: A. Approval of the construction B. Plan identification C. 'Time Frame of Closure D. Alternative Routes 13. Any land on which Williamson Act contracts apply shall remain undisturbed. 14. 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. 15. 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 (MUTCD). On Collectors to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (MUTCD). 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), stieet closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. Special Conditions Page 2 of 6 PERMIT NO. 10070 Cochran Communication Construction / Trench and Bore to Install Conduits / Adams St at Avenue 47, Hwy 111, and Blackhawk Way 16. 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. 17. 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. 18. 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, 50' Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 19. 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 II 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. 20. 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. 21. - 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 22. 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. 23. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. Special Conditions Page 3 of 6 PERMIT NO. 10070 Cochran Communication Construction / Trench and Bore to Install Conduits / Adams St at Avenue 47, Hwy 111, and Blackhawk Way 24. 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 Assistant Engineer II. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 25. 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. 26. If traffic lanes are closed on an any Arterial street (any street with.more than 2 lanes) within the City of La Quinta right of way, The permittee is required to provide an informative message board (approved by the City Engineer). It shall inform the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. The board does not have to be electrical or solar powered. 27. . 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 to 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: 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. Special Conditions Page 4 of 6 PERMIT NO. 10070 Cochran Communication Construction / Trench and Bore to Install Conduits / Adams St at Avenue 47, Hwy 111, and Blackhawk Way 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 pet 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. 28. 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. 29. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 30. Access and egress to all local properties shall be maintained at all times. 31. 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. 32. 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. 33. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. Special Conditions Page 5 of 6 PERMIT NO. 10070 Cochran Communication Construction / Trench and Bore to Install Conduits / Adams St at Avenue 47, Hwy 111, and Blackhawk Way 34. 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. 35. 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 C City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 10070 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. i 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 t The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall be notified 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').a ❑ 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 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. ® 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 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. ❑ 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. N t Thames Guide 649 H-2 d COCHRAN COMMUNICATIONS CONSTRUCTION 36-630 Cathedral Canyon Drive Cathedral City, CA 62234 for TIME WARNER CABLE Trench and Bore to Install 2- 2" Conduits Prep Work for New Bridge ryrn� Set Vault "l;lt Build Riser 400' Bore I La Qunta Park r 100' � - I Receiveing Pit _ 2 100,Bore- Drilling Pit zoo' Westward Ho Blackhawk Wa Hand Trench ; 1 Y Set Large Vault Fiber Storage Tie into Future Conduits From Bridge 200': I s; Temp Po -- i j CVWt) StOrrnwater Cha' el , s o' Temp le 100' rr^^ O k Y yn 110' Existing Node I I a 180' 41 Hand Trench ;` Receiveing Pit Rerrpve Foncrete an Sidewalk I HWY 111225' Bore 2 - 2" Conduits t ---------------Gas Mein ;I t. 350' Bore Drilling Pit Sun Bus ;l 200' Bore Receiveing Pit Existing '� s Approach Speed 45 MPH Road Const Ahead W20-1 Left Lane Closed Ahead W20-5 Drop.Symool Sign W4-2 Buffer + 540' 380' Taper Length Pothole Water M End Road Const G20-2 N t (ntlbsmb) Thomas Guide 849 H-2 COCHRAN COMMUNICATIONS CONSTRUCTION 36-630 Cathedral Carryon Drive Cathedral City, CA 92234 for TIME WARNER CABLE Deliniate Per MUTCD Close # 1 South Bound Lane Pothole Utilities Arrow Board 0 Traffic Cones X Lane Closure Signs X 550' X 550' X 550' X Blackhawk Way X M 0 d CL n o� �N C CD m CL N Pmme67 Thomas Guide 849 H-2 COCHRAN COMMUNICATIONS CONSTRUCTION 36-630 Cathedral Canyon Drive Cathedral City, CA 92234 for TIME WARNER CABLE Deliniate Per MUTCD Close Bike Lane OArrow Board O Traffic Cones X Lane Closure Signs Approach Speed 45 MPH Road Const Ahead x W20-1 550' Right Lane Closed Ahead W20-5 X Hwy 111 - _.-- 550' Bike Lane Closed Ahead x O O O Y i �O Bus Stop to Remain Open Bus Stop m c 0 J Y_ m End Road Const x G20-2 Y i N Thonna Oukle 1149 H2 COCHRAN COMMUNICATIONS CONSTRUCTION 36-630 Cathedral Canyon Drive Cathedral City, CA 92234 for TIME WARNER CABLE Deliniate Per MUTCD Close # 2 Somh Bound Lane PotholeUtlldies 0 Arrow Board 0 Traffic Cones X Lane Closure Signs Approach Spied 45 MPH Road Const Ahead x vrzo-1 550' Hwy 111 Right Lane Closed Ahead W20-5 Drop Symbol Sign W4-2 Ix I x 550' 0 O O O O O 00 O O O O Taperl-ength 0 550' 0 0 Pothole Utilities O © 0 TV O� Dm wa End Road Const X G20-2 Ave 47 X 660' m Approach Speed 50 MPH 0 a O O� � N D m m o. X 660' X 660' M T Thomas Guide 849 H-2 COCHRAN COMMUNICATIONS CONSTRUCnON 36430 Cathedral Canyon Drive Cathedral City, CA 92234 for nME WARNER CABLE Deliniate Per MUTCD Close # 1 East Bound Lane Pothole Utilities OArrow Board O Traffic Cones X Lane Closure Signs Taper Length 600' Buffer5' v Gas Main HWY 111 X r i{l A� P.O. Box 1504 'LA QUINTA, CATAFORNIA 92247-1504 78-495 CALLS TAMPICO (7 60) 777-7000 LA QUINTA, CALIFORNIA 92253 FAX (7 60) 777-7101 December 7, 2010 Jason Cochran Cochran Communication Construction, Inc. 36630 Cathedral Canyon Cathedral City, CA 92234 Dear Mr. Cochran: I have received your letter on. December 6, 2010 requesting permission to: work outside of the construction hours established by La Quinta Municipal Code Section ' 6.08.050, at the intersection of Highway 111 and Adams Street. Exception 2 of the above-mentioned code section allows the issuance of an early work permit under certain specific conditions. It is our .determination that a sufficient need exists due to *the need to perform the trench work to locate the gas line with minimal traffic congestion. Therefore, an early work permit is hereby granted under the "long process material" provision of the exception, subject to. the following conditions: 1. This permit is only valid for the trench work to locate the gas line at the intersection of .Highway 1 11 and Adams Street from 10:00 p.m. on -December 8,.:2010 to 6:00 a.m. on December 9, 2010. 2. Work hours shall start from 10:00 p.m. and all lanes shall be opened no later than 6:00 a.m. 3.. The work allowed under this early work permit is limited to the trench work to locate the gas line at .the intersection of Highway 1 1 1 and Adams Street. 0 Page I of 2 . 4. This permit shall be revoked upon receipt by. the Public Works Department of any citizen complaint of construction noise .occurring during the extended hours granted by this early work permit, or upon violation of any condition of this early work permit. All work not specifically included in the terms of this early work permit shall be performed only during Code -established construction hours or by a separately issued early work permit. Sincerely, Thomas P. Genovese City Manager cc: Timothy R. Jonasson, Public Works Director/City Engineer Tom. Hartung, Building & Safety Director Bryan McKinney, Engineering Services Principal Engineer La Quinta Police Department Fire .Department Pan 2 of 2 RECEIVED DEC, 06 2010 Development Services To whom it may concern. Cochran Communication Construction Inc. is currently working for Time Warner Cable at the intersection of Adams St. & HWY 111. The scope of work requires us to install 2-2" conduits underground crossing HWY111 from the N/W corner to the S/W corner. To do so we are going to directionally drill the crossing. The first step to the process it to. locate top & bottom depths of all utilities. We have been successful locating all utilities except one 6" high pressure So Cal Gas line. So Cal Gas has proposed us to open cut the pavement crossing their line and hand trench across it, because they' are having problems locating the line and believe it is possibly seventeen feet deep. To comply with their proposal, it would require us to OnB9 -two close the number v- +� E./bound lanes on HWY 111. Once the lanes are closed we can safely open an 18"x20' trench crossing the gas line. After talking to the city inspector he would like us to have the lanes closed at night to reduce the affect it will have on traffic. With the cities permission we propose to complete this work on December 8' & 9' 2010, between the hours of 10:00pm — 6:OOam. Permit # 10070 Cochran Communication Construction Jason Cochran C.O.O. Cell 760-250-2108 I: WR, G20-2 iiE�„D,'a.. ROWORK • AHEAD,Vi@SE W4T,�'E}Y' �''isu'`.r�rs� R-te W20-1 wsR- uurz ' SIMON DR '� �4� HWY. 111 :LY 600' WASHINGTON ST. EXISTING MUST �, ONLY C30 CA '� C30 (C a 620-2 -REDUCED TO FIT Rom ' TOAN [ANE ``•'•� � � � LA QU I NTA W20-1 LOWEI'S CENTER DR. 620.2 w20-1 . b. • - �.= r�i, wows - - ' TARGET ANEAU" ADAMS ST. Reviewed sr Date Speed UJmft 50 NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2010 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS (M.U.T.C.D.) TmfflcOm WManfar 2.. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY Hand Trench Cable around Gas Main CITY OF LA QUINTA REPRESENTATIVE. Prime Caltractar .3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS: Cochran Communications Jason, 760-250-2108 4. CONTRACTOR SHALL MAINTAIN A MINIMUM'10 (TYP.12')' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEAM INIMUM 2' BETWEEN THE EDGE OF CUT AND -THE NEAREST TRAFFIC LANE. T�c� DeIgn by-- Poe �md4 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. Tops• N Barricades, Inc. (800)852 -TOPS Ron Fifield 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE TRENCH SHALL BE BACKFILLED, THE ROAD SHALL BE CLEAR OF DEBRIS AND.TRAFFIC RETURNED TO NORMAL.eW �m Dals PemdtNcmb 7. WORK HOURS SHALL BE 10 PM WEDS 12/8 TO 6AM THU.RS 12/9 (NIGHTTIME). ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO`REFLECTIVE. WORKERS SHALL WEAR MINIMUM CLASS 2 ANSI GARMENTS. 1 12/6/10 To Be Issued on Approval :1f City of La- Quinta Public Works Engineering Department Inspector's Daily Log c vR I ommerc�a esident181IDevelopment Date• u -L S Zo / l 7 / Weather: Clear Cloudy Rainy E] overcast E]S M T W. TH S Temperature Range: 8'o -/c p Wind: Still ❑ Moderate ❑ High. ❑ l�0 C J moi. CD ri► tnti .—,.� ; C c4 -I'• 0.�1 Ck�e- ,5e- 11.D o -V OoL Cki--h �6 co w No I d6?k -, --TOOC ✓A-,�,-I ✓ - No � 3 � _ ' ' I i I 109 M. T t ..��wcre�aunesiaenna�aev¢lopment 17e— L ./,i/o-.:•-,:::! WOZ.,L Rr�A -Goon By: Title: �'arro+rcEia 9 Page of i�a�+/ma+c. .. . �S ��"4.d%' � ' • ..