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7082
Finance Revenue Code E-1 �OF Ct 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:April 9, 2007 LOCATION OF CONSTRUCTION (Street address or Description): Eisenhower Dr. btw Avenida Fernando and Hidden Canyon PURPOSE OF CONSTRUCTION: Install PVC piping for fiber optics DESCRIPTION OF CONSTRUCTION: See attached maps and plans IM DIMENSION OFINSTALLATION OR REMOVAL: See attached maps and plans APPROXIMATE TIME WHEN WORK WILL BEGIN:May 1, 2007 TIME OF COMPLETION: December 31, 2007 ESTIMATED CONSTRUCTION COST:. $15,000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS: LAU-f=Vtf PWF—G0^J 15"CE1177'ACfi6W 5Wee- - fO,4 yu 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 of the time when work will be started at (760) 777- 7075. 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 Agent Verizon - Darwyl Bowden 870 Mountain Ave. Upland, CA 91786 (909) 608-1358 Name of Applicant (please print) Business Address Telephone No. TBD Name of Contractor and Job Foreman Contractor's License No. TBD Applicant's Insurance Com FEES - Class III Minor Improvement Permit - Class IV Inspection Fee Permit Fee As -Built Deposit Cash Deposit -Surety Bond, if required TOTAL $450.00 $100.00 $0 $0 $ 550.00 Business Address OF LA QUINTA Telephone No. City Business License No. TBD Policy Number :)lic improvements: 3% of estimated construction costs ate improvements: 3% of estimated construction costs See attached schedule PERMIT NO.7082 DATE APPROVED: APR(L l i� . 2oa " j EXPIRATION DATE: BY: 'Aill . Administrative Authority r i t �y a PUBLIC WORKS DEPARTMENT 9PPLICATION FOR PERMIT Date: Tract'No: See 04.tc ! mae5.ProjectName: I(��{�( Vicinity: F1b�1J iibc �- DQ i 7 ' L 1//1 IIG d l; nn cC n is Purpose of:Construction (Ex: Rough Grading, Offsite Street etc.) i ✓kst- 11 PVC allot .Description of- Construction (Ex:. See Plan Set No. 0.1234) See -_44 -koot ["S F Dimension of Installation or Removal: _See g44ac44rd )0 ,Ks Approximate Construction Start Date: Approximate Construction Completion Date: / z-- 31- O'7 Estimated Construction Cost:.$ /S , Estimated Construction Cost shall include the removal. of:all so�tructions, materials, and debris,.back-filling, compaction and placing permanei* resurfacing and or replacing improvements REQNSD R 0 3 2007 lilewt.Se#vjCft hays Contact Name: D&-r y w I B0 vde,,.t Phone Number: cf 0 9 —L o8--13 S8 Name of Applicant/Owner: Te a-o n Applicant Address: 070 Mo aN-6.', Ale, • 012(�,,,��( CA q 1-78 Applicant Telephone: Number: 17 o 9 — 60 9 3i S-g Name of Contractor: Contractor, Address: Contractor TelephoneNumber: Contractor State LicenseNumber: Contractor City Business License Number: 00- A COPY OF THE -CURRENT INSURANCE CERTIFICATE IVI Applicant or Contractor General Liability Insurance Company: Applicant or Contractor. General Liability Insurance.Policy Number: Office Use Only: Inspection.Fee: $ 4 50 Permit Fee: Yd• ( 00 As -Built Deposit: Dust Control Deposit: Credit -Amount- --- Office Use Only: Assigned Permit Number: • �O 2 Approval Date: Expiration Date: Issue Date: nistrative'Authority. -_- TOTAL FEE DUE: �$ 550 Dear Timothy: Please find enclosed herewith in a Verizon permit application packet complete with encroachment application, area map, assessor's maps, location detail for fiber distribution hub, hub location pictures, and placement/construction work order map. Assigned contractor will provide license and insurance documents to city of La Quinta, before beginning work. The Verizoq contact is Darywl Bowden and may be contacted at (909) 608-1358. If you require any further assistance please contact me at (909) 985-6643. Sincerely, Mike Castro Fujitsu Consulting 820 N. Mountain Ave Upland, CA 91786 (909) 985-6643 Page 2 of 2 ri C,I-� N)XRz, ;e.11 ,rrOlogces 1 : ; August 25, 2006 Timothy R. Jonasson, P.E. Public Works Director/City Engineer 78-495 Caller Tampico La Quinta, CA 92253 Reference: Encroachment Permit for the City of La Quinta, Plan #0543-7PFAOAT-H1008 Location: La Quinta, CA 92253 — Private Roads *Avenida Club La Quinta *Avenida Anselmo *San Isidro St *San Pedro St *Washington St *Lane Closures Materials: Conduit - 4" PVC Ic ft 1.25" PVC i t tc+ ft 1.5" PVC — ft 2" PVC — ft 1.25" Shadow Conduit Boxes - 17" x 30" Hand Holes 24" x 36" Hand Holes 36" x 60" Pull Box_ 15" x 20" Hand Holes Construction - Bore Footage f il I (cam *Avenida Fernando * Coachella Dr *Santa Ursula St *San Vincente St *Eisenhower Dr ft Trench Footage *Avenida El Nido *San Lucas St *San Dimas St *San Timoteo Page 1 of 2 H1008 PICTURES City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 7082 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall 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 (W) to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 %2') of A.C. paving on (" N/A ") of class (" N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all surrey 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 fumished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line: One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed on a ( 6 ) inch ( crushed ) aggregate base 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. v PERMIT NO.7082 Verizon / Install PVC Piping for Fiber Optics / Eisenhower Dr. btw Avenida Fernando and Hidden Canyon Rd 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. 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. "The permittee shall not construct an improvement that reduces vehicular sight distances. If such improvement is found to reduce the vehicular sight distance, then the pennittee shall relocate the improvement prior to sign off of their encroachment permit." 4. 'The permittee shall not install improvements with the intention of providing video transmission services unless the permittee obtains a valid Franchise Agreement. The pennittee sllall remove any underground utility markings that are no longer being used for this project. The permittee shall remove markings on paved areas using -big pressure wash or a method equivalent and at the discretion of the City Engineer. 6. Any asphaltic or concrete repairs shall closely match the existing paved areas in color at the discretion of the City Engineer. A finish product with a checkerboard appearance will not be accepted. The pennittee shall maintain the existing pedestrian path of travel and must maintain ADA complaint pathways leading to areas for use of public transportation. systems. No stockpiling of any materials will be allowed within the City RiW without an approved pennit explicitly stating the use for stockpiling and/or storage. 9. The permittee shall provide a list of individuals that can provide immediate assistance to the public. The permittee is responsible for assisting the public which have inquires with regard to this project. The list shall be provided to the city and attached to this permit. This list of individuals with phone numbers shall be identified on the proposed door hangers which the permittee shall provide 48hrs prior to start of any work, ��hich includes marking of the underground utilities. The individuals identified on this list shall be capable of responding on any work day and within 1 hour of any work day. Special Conditions Page 1 of 8 `1 PERMIT NO.7082 Verizon % Install PVC Piping for Fiber Optics / Eisenhower Dr. btw Avenida Fernando and Hidden Canyon Rd 10. Door hangers shall be provided to all residents affected by the project. At a minimum, the door hanger shall provide the following information: a. Short description of the improvements. (Include Verizon as the applicant and pen -nit number.) b. Schedule of the improvements C. Suggested alternate routes of travel d. Phone numbers and individuals for questions and answers with the city being the last phone number, (760)-777-7075. 11. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 12. Verizon (Darwyl Bowden) and TBD Contractor, hereinafter referred to as "Pen-nittee", shall be responsible for providing continuous dust and erosion control. 13. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 14. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 15. 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 Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. 16. 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. Special Conditions Page 2 of 8 J PERMIT NO.7082 Verizon / Install PVC Piping for Fiber Optics / Eisenhower Dr. btw Avenida Fernando and Hidden Canyon Rd 17. 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 18. 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.' 19. 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 with Cal Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control plan shall be prepared in accordance with the WATCH Manual. On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement.. As of October of 2006, these documents can be observed htip://mutcd.fhwa.dot.gov/HTM/2003r1/part6/part6-toc.htm and http://www.dot.ca. og v/hq/traffops/sipntech/mutcdsupp/pdf/CA-Chap6A-Chap6F.pdf, respectively. 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 time Special Conditions Page 3 of 8 PERMIT NO.7082 Verizon / Install PVC Piping for Fiber Optics /Eisenhower Dr. btw Avenida Fernando and Hidden Canyon Rd 20. 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. 21. 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. 22. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer 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. 23. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 24. 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 25. 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. 26. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a preconstruction meeting with the City Inspection staff. 27. 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 4 of 8 v PERMIT NO.7082 Verizon / Install PVC Piping for Fiber Optics / Eisenhower Dr. btw Avenida Fernando and Hidden Canyon Rd 28. 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. 29. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or parking on the paved R/W. 30. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected public Primary Arterial roads or heavier traffic 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. 31. 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 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 5 of 8 PERMIT NO.7082 Verizon / Install PVC Piping for Fiber Optics / Eisenhower Dr. btw Avenida Fernando and Hidden Canyon Rd 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 oftrench, the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails, previously placed backfill (in the same length of open trench or. previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due.to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 32. 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 toexceed 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. 33. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. 34. Access and egress to all local properties shall be maintained at all times. 35. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. Special Conditions Page 6 of 8 PERMIT NO.7082 Verizon / Install PVC Piping for Fiber Optics / Eisenhower Dr. btw Avenida Fernando and Hidden Canyon Rd B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift and a City approved'/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: • For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. • For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 36. 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. Special Conditions Page 7 of 8 PERMIT NO.7082 Verizon / Install PVC Piping for Fiber Optics / Eisenhower Dr. btw Avenida Fernando and Hidden Canyon Rd 37. 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. 38. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 39. 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. 40. 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 hag acquired a permit from the City to perform the required restoration work. 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PEDESTAL MOUNT 2161288 FDH 46' HEIGHT 20' DEPTH 31" WIDTH U PEDESTAL MOUNT 432 FDH 8" X 12" OPENING IN PAD 421E so" PAD FOR FDH 144, 216, 288 & 432 CAB/NETS BURIED PLANT OBORE PIT QFIBER CALLOUT REFERENCE HHIMH CALLOUT REFERENCE ^//�� SUBDUCT CALLOUT REFERENCE V TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION NUB (FDH) ❑ NEW HANDHOLE NEW MANHOLE (® Y SLACK I STORAGE LOOP III GROUND ROD 25ohm Q CABLE IN CONDUIT AERIAL POLE ANCHOR ® POLE —- DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDN BOUNDARY —CF— CURB FACE —EOP— EDGE OF PAVEMENT —FIL— FENCE LINE ---- RIGHT OF WAY GUARDRAIL —COM— COMMUNICATIONS LINE —DRN— STORM DRAIN LINE --GAS— GAS LINE —PV1R— POWER LINE —SAN— SANITARY SEWER LINE . —WfR— WATER LINE }}}� RAILROAD TRACKS -- CENTER LINE bmW�l N.Yc. E..w. AaIUaTFr tiM ov«m.r c.....w..• . DlR Abw IA.�AUAm MSC.. b M btsA l.b.. 7..c11 b ta...b'.r M.ic M ra mE Abn C0. R�rr eO YE11 A TclluoM AFf1 ETAT7� CALIFORNIA DIVRmb TNOYAR Wmf F Pg.#.849 Grid#fS cm m coNTROL Ro. LA QUINTA ..flf CENTTIC EIILIG LA QUINTA 0543 newff Rn g BISHOP FAOAT 7FFAOACBISHOP SCALE .b 0an9r0a N.T.S. TRH FDH 11—b., COYNTr OF RIVERSIDE H1008 ENCROACRMENT PERRIT FTTP FIBER GIST. ROM VERIZON LEGEND TYPICAL LANE CLOSURE f � L .aoaoo .inning wa_ — sa W. , — — �/ i • • • • T • i • ~ 100 It 100 ft 100 It • • • y • � Pug • Pug • Fu++i • � • i St. ..1. 7 IM06UX laT L Win C14 (CA)© CLOSED CLOSED I See Note 3 O O A x20-1 4 C20 (CA) (In) C20 (W (Rt) W4-2R See Notex 2 old 4 See Note 10 NOTES 1. Where approach speeds are low, advance warning signs Toy be placed of 295 ft. spacing and placed closer in urban areas. 2. Each advance warning sign shall be equipped with at least two flogs for daytime closure. Each flag shall be at least 16 in. x 16 in n size and shall be orange or fluorescent red -orange in color. Flashing beacons shall be placed at the locations indicated for lane closure during hours of darkness. 3.A C14 (CA) -END ROAD WORK' sign, as appropriate, shall be placed at the end of the lone closure unless the end of work area is obvious. or ends within a larger project'. limits. 4.If the W20-1 sign would follow within 1969 ft. of a stationary W20-1 or C11 (CA) 'ROAD WORK NEXT MILES', use a C20 (CA) sign for the first advance warning sign. 5. All cones used for lone closures during the hours of darkness shall be fitted with retromflective bonds (or sleeves) as specified in the .pecificotions. 6. Portable delineators, placed at one-half the spacing indicated for traffic cones. may be used instead of cones for daytime closures only. 7. Flashing arrow sign shall be either Type I or Type 1 I. S. The maximum spacing between cones along a tangent shall be 49 Ft. and along a toper shall be approximately as shown in Table 1. 9. For approach speeds over 50 m/h, use the 'Traffic Control System for Lone Closure On Freeways And Expressways plan for lane closure details and requirements. 1O. When specified in the special provisions. a W4-2 'LANE ENDS' mbol sign is to be used in place of the C20 (CAA 'RIGHT LANE CLOSED AHEAD' sign. Sea e C, TYPICAL SHOULDER CLOSURE f- - lao n ,00 n • • • O❑ �a W21-S W21-5A SPEED MW MAXIMUM CHANNEUZER SPACING TAPER (FT) TANGENT (FT) CONFLCT•• (FT) 20 20 40 10 25 25 50 V 30 30 60 15 35 1 35 70 17 40 40 so 20 45 45 90 22 5o 50 too 25 55 55 110 27 60 s0 12D 30 65 65 131 32 70 70 IQ 35 • MAXIMUM CHANNELIZER SPACING FOR ALL SPEEDS ON ONE-LANE/TWO-WAY TAPERS IS 20 FT. MAXIMUM CHANNELIZER SPACING FOR ALL SPEEDS ON DOWNSTREAM TAPERS IS 20FT. ALL OTHER TAPERS ARE AS SHOWN. USE ON INTERMEDIATE AND SHORT-TERM PROJECTS FOR TAPER AND TANGENT SECTIONS WHERE THERE ARE NO PAVEMENT MARKINGS OR WHERE THERE IS A CONFLICT BETWEEN EXISTING PAVEMENT MARKINGS AND CHANNELIZERS. DISTANCE BETWEEN SIGNS - ROAD TYPE A B C SPEED LIMB (S) TAPER LENGTH (L) URBAN (IOWSPEED) too 100 too FEET URBAN (HIGH SPEED) 350 350 350 40 MPH OR LESS WS' L= � RURAL 600 500 500 EXPRESSWAY/FREEWAY 1000 150o 264g 45 MPH OR MORE L= WS TYPICAL LANE CLOSING W/CENTERLINE See Note a M-3 W20-1 SHOULDER TAPER loon I` \� SHIFT`U3 C14 (CA) See Note 3 NOTES Unless othemise specified in the special provisions. on temporary warning g shall have black legend on orange background. California code are designated by (CA). Otherwise. Federal codes are shown. SIGN PANEL SIZE (Min) A❑ 900 rem x 900 mm ❑B 914 mm x 914 min © 914 mm x 457 min f_ 1W n f ss n too «±:�_ too it (170 fl) (LLLN) 4ev4nca wom'vq e'qm LEGEND 5e• Nate , — — — — — Aewnce wemky atgna • • — — • Traffic Cone — — — — . • wORx AREA I — — — — • — — — — — Temporary Sign —� 100 It f00 fit 100 n • • • y i� Direction of Travel LON • MIN N 4 (W ® Flashing Arrow Sign (FAS) DLO ID1T L �p 6S0 FAS Support or Troller Cl1EE0 e s S. OW1-4L O See Note 4 /TT` Portable Flashing Beacon 0 W20-I ❑ C20 (CA) Rl) ( Wl-IR Flapper S. ft 3 ale s rXmIX © x' W13-1 St4 Note 9 Y13-1 See Note 9 BURIED PLANT OBORE PIT QFIBER CALLOVT REFERENCE //El HHIMH CALLOUT REFERENCE 8 SUBDUCT CALLOUT REFERENCE TERMINAL CALLOUT REFERENCE FIBER DISTRIBUTION HUB (FDN) ❑ NEW HANDHOLE OO NEW MANHOLE / SLACK I STORAGE LOOP III GROUND ROD 25ohm Q CABLE IN CONDOR AERIAL POLE ANCHOR ® POLE -=�- DOWN GUY RISER DETAIL GENERAL ® PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDN BOUNDARY -CF- CURB FACE -EDP- EDGE OF PAVEMENT -F/L- FENCE LINE ---- RIGHT OF WAY GUARDRAIL -COM- COMMUNICATIONS LINE -DRN- STORM DRAIN LINE -GAS- GAS LINE -PWR- POWER LINE -SAN- SANITARY SEWER LINE -WTR- WATER LINE RAILROAD TRACKS -- CENTER LINE eanew.at N.•e. •«aee 4at•r4xt7 w aw o...evm ee•...•W.a . 01• er•r4 t•rr®eeee M�•w b M Ws4.41er• 1wmN b exe...a' cote Lw vta4 M T� a1• AMr4l.A Nrfer ee• Coll: 1400.227,"00 CALIFORNIA •rvt•low T1t -oume• P9 .1 .849 Grid#:FS GIT M CONTROL Ml\ A QUINTA warn mNren extra LA QUINTA 0543 neumoen n JIM BISHOP 'TPFAOAT .� 08f30/06 •taint -tin 7FFAOAC In JIM BISHOP SCALE — 08/30106 N.T.S. men FDN Number :OV NTY OF MI ERSIOE H i O08 :NCROACHNIENT PERMT DTP RIDER 01 ROUTE nmtT S 0/ NOTES I. Where approach speeds are low, advance warning Signs moy be placed at 295 ft. spacing and placed closer in urban areas. 2. Each advance warning sign sholl be equipped with of least two flags for daytime closure. Each flag sho11 be at least 16 in. x 16 in. in size and shall be orange or fluorescent red -orange in color. Flashing beacons shall be placed of the locations indicated for lone closure during hours of darkness. 3.A C14 (CA) "END ROAD WORK" sign, as appropriate, shall be placed of the end of the lane closure unless the end of work area is obvious, or ends within a larger project's limits. 4. If the W20-1 sign would follow within 1969 ft. of a stationary W20-1 or C1l (CA) 'ROAD WORK NEXT MILES". use a C20 (CA) sign for the first advance warning sign. 5. All cones used for lone closures during the hours of darkness shall be fitted with retrorefleclive bonds (or sleeves) as specified in the specifications. Cwane: Caicos or Ee..lcueee y Adw .erring sign. se. Net. I W20-I J C29 G See Sea Naha 2 on4 4 xxx Note 10 6. Portable delineators, placed at one-half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. 7. Flashing arrow sign shall be either Type 1 or Type 1 1. 8. The maximum spacing between cones along a tangent shall be 49 Ft. and along a taper shall be approximately as shown in Table 1. 9. For opprooch speeds over 50 m/h, use the "Troffic Control System for Lane Closure On Freeways And Expressways plan for lane closure details and requirements. 10. When specified in the special provisions, a W4-2 'LANE ENDS" syYmbol sign is to be used in place of the C20 (CA) "RIGHT LANE CLOSED AHEAD" sign. TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL See flouts 2 o.d 4 Advenee warring sign; See Note 1 �'• • — wte aa�a \/ C30 (CA) See Note B SPEED MPH MAXIMUM CHANNELIZER SPACING TAPER (FT) TANGENT (FT) CONFLICT — (FT) 20 20 - 40 10 25 25 50 12 30 30 60 15 35 35 70' 17 so 40 0o 20 45 45 90 22 50 50 too 25 55 55 110. 27 60 60 120 70 65 65 130 32 70 1 70 140 35 MAXIMUM CHANNELIZER SPACING FOR ALL SPEEDS ON ONE-LANE/TWO-WAY TAPERS IS 20 FT. MAXIMUM CHANNELIZER SPACING FOR ALL SPEEDS ON DOWNSTREAM TAPERS IS 20FT. ALL OTHER TAPERS ARE AS SHOWN. USE ON INTERMEDIATE AND SHORT-TERM PROJECTS FOR TAPER AND TANGENT SECTIONS WHERE NOTES Unless otherwise specified in the special provisions, all temporary warning signs shall have black legend on orange background. California code are designated by (CA). Otherwise, Federal codes ore shown. THERE ARE NO PAVEMENT MARKINGS OR WHERE THERE IS A CONFLICT BETWEEN EXISTING SIGN PANEL SIZE (Min) PAVEMENT MARKINGS AND CHANNELIZERS. D 900 mm x 900 mm 914 mm x 914 mm © 914 mm x 457 mm DISTANCE BETWEEN SIGNS" ROAD TYPE A B C TAPER LENGTH (L) SPEED LIMIT(S) URBAN(LOWSPEIED) 100 100 100 FEET URBAN (HIGH SPEED) 350 350 350 40 MPH OR LESS L w 6-0'� , RURAL Soo Soo 500 EXPRESSWAYIFREEWAY 1000 1500 2640 45 MPH OR MORE L- INS I I I ,oalr.alo c14 (CA) RICHE .ORX R HOUL See Note 3 WORK L ❑A ❑B W21-5 W21-5A I ROAD WORM A W20- I VERIZON LEGEND BURIED PLANT OBORE PIT QFIBER CALLOUT REFERENCE NHIMH CALLOVT REFERENCE ^//O''�� SUBDUCT CALLOVT REFERENCE TERMINAL CALLOUT REFERENCE V FIBER DISTRIBUTION NUB (FDK) ❑ NEW KANDKOLE M NEW MANHOLE QSLACK I STORAGE LOOP III GROUND ROD 25obm Q CABLE IN CONDUIT AERIAL - --Q POLE ANCHOR ® POLE —�- DOWN GUY RISER DETAIL GENERAL rem-1 PROPERTY ADDRESS ® SPLICE PROPOSED RUNNING LINE FDH BOUNDARY —CF— CURB FACE —EOP— EDGE OF PAVEMENT LEGEND —Fit— FENCE LINE --- RIGHT OF WAY • Traffic Cone GUARDRAIL F Temporary Sign —COM— COMMUNICATIONS LINE f� Direction of Travel —ORN— STORM DRAIN LINE ® Flashing Arrow Sign (FAS) —GAS— GAS LINE —PWR— POWER LINE 675 FAS Support or Trailer —SAN— SANITARY SEWER LINE Portable Flashing Beacon —WTR— WATER LINE RAILROAD TRACKS FlOgQO' — CENTER LINE IwwKae N.eo. •.elwn 4st.wn a m. o.vworm c.d...•m.. • oI• M..4 r.m•ere Mm•� b M and M4sw '1wmN b OOM' cote M.e•• M x+w OI• AMI l•. Namew e! C•D: CALIFORNIA OrxuWw TNOY. WOn• Pg.#: S49 Grid#:FS crrvw coNTrtoa lN. LA QUINTA cow ceNron uclo LA OUINTA 0543 Frau•nP m rw JIM BISHOP 7PFAOAT .� oa�n000 n 7FFAOAC FDN Number TT OF RIVERSIDE K1006 OAMENENT PERCIT FIBER MST. ROUTE PIIpT B OF B