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12067
See below for Finance Revenue Codes 4 ENCROACHMENT PERMIT IFOILIE COPY 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: 1/1/2013 LOCATION OF CONSTRUCTION: East Side Jefferson Street North of Avenue 52 PURPOSE OF CONSTRUCTION: Crown Castle; LAD088-05; Street Light Pole w/ Assoc. Equip., 1 -Elect. Meter Pedestal, Conduit,,& Fiber Splice Box DESCRIPTION OF CONSTRUCTION: See Attached Plans DIMENSION OF INSTALLATION OR REMOVAL: 30' Pole, 23'(1) 2" Conduit, (1) 24"06" Fiber Splice Box APPROXIMATE TIME WHEN WORK WILL BEGIN: 2/11/2013 TIME OF COMPLETION: 5/11/2013 ESTIMATED CONSTRUCTION COST: $15,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS Permit Amended on 4/17/2013 to change pole location to East Side of Jefferson North of Ave 52 (See Attached Site 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 ari 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. Crown Castle - Steve Patino Name of Applicant PWC - Scott Ivey Name of Contractor and Job Foreman 597074 Contractor's License Number Old Republic General Insurance Corp. Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Signature of A or Agent 1100 Dexter Ave #250, Seattle, WA 98109 Business Address 900 Gladstone, San Dimas, CA 91773 Business Address Finance Revenue Code Inspection Fee E_1 $450.00 Permit Fee E_1 $100.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, E_B 0.00 if required TOTAL $550.00 805-234-1431 Telephone No 909-592-4321 Telephone No. 106739 City Business License No A-1 CG -968512-02 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: AMENDED 12067 DATE ISSUED: 2E±±ffDtt3 Z/ 22- 13 EXPI ON TE: BY: WORK INSPECTED By.. Y PERMIT COMPLETION DATE": L• • �y • If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. s + See below for Finance Revenue Codes ENCROACHMENT PERMIT l� op PUBLIC WORKS CONSTRUCTION (J 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: 1/1/2013 LOCATION OF CONSTRUCTION: South Side Avenue 52, 214' East of Jefferson Street PURPOSE OF CONSTRUCTION: Crown Castle; LAD088-05; Street Light Pole w/ Assoc. Equip., 1 -Elect. Meter Pedestal, Conduit, & Fiber Splice Box DESCRIPTION OF CONSTRUCTION: See Attached Plans DIMENSION OF INSTALLATION OR REMOVAL: 30' Pole, 23'(1) 2" Conduit, (1) 24"x36" Fiber Splice Box APPROXIMATE TIME WHEN WORK WILL BEGIN: 2/11/2013 TIME OF COMPLETION: 3/11/2013 ESTIMATED CONSTRUCTION COST: $15,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employ 'fa from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of a�yaEcident, loss or damage to persons or property happening or occuring as a proximate result of any work undertaken under th"rmit 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�nspection R q esLHotI( at (76 0) 77o,---709 7 P `or* 130 -' - 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. Si t or Agent Crown Castle - Steve Patino 1100 Dexter Ave #250, Seattle, WA 98109 805-234-1431 Name of Applicant Business Address Telephone No PWC - Scott Ivey 900 Gladstone, San Dimas, CA 91773 909-592-4321 Name of Contractor and Job Foreman Business Address Telephone No. 597074 A 106739 Contractor's License Number City Business License No Old Republic General Insurance Corp. PERn `2013 A-1CG-968512-02 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee E_1 $450.00 Permit Fee EE=1 $100.00 ' As -Built Deposit . E-A 0.00 Cash Deposit -Surety Bond, E_13 0.00 if required TOTAL $550.00 Improvements: 3% of estimated construction costs Improvements: 3% of estimated construction costs PERMIT NUMBER: 12067 DATE ISSUED: 2 ZS f3 EXPIRATION DATE:—' BY: WORK INSPECTED BY*: PERMIT COMPLETION DATE": If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 12067 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 noted twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City. of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 '/i') of A.C. paving on (** N/A **) of class (** N/A ** ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. Y� 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 (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 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. PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 24x36 Fiber Splice Box / East Side of Jefferson St North of Ave 52 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. 3. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Civil Engineer) of the private land owner whom is being encroached upon. 4. During April 2013, the proposed traffic control for the lane closure shall be between 10 a.m. to 1 p.m. on Tuesdays and Wednesdays only. 5. A separate building permit is required for the street light pole structure. 6. The permittee shall not install any conduits by trench without prior approval of the City Engineer. 7. "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 permittee shall relocate the improvement prior to sign off of their encroachment permit." 8. The permittee shall not install improvements with the intention of providing video transmission services unless the permittee obtains a valid Franchise Agreement. 9. The permittee shall remove any underground utility markings that are no longer being used for this project. The permittee shall remove markings on paved areas using high pressure wash or a method equivalent and at the discretion of the City Engineer. 10. 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. 11. The permittee shall maintain the existing pedestrian path of travel and must maintain ADA compliant pathways leading to areas for use of public transportation systems. 12. No stockpiling of any materials will be allowed within the City R/W without an approved permit explicitly stating the use for stockpiling and/or storage. 13. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. Special Conditions Page l of 6 PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 2406 Fiber Splice Box / East Side of Jefferson St North of Ave 52 14. Crown Castle (Susan Makinson) and PWC, Inc. (Scott Ivey), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 15.. Streets shall be kept clean.. They shall be completely cleaned at the end of each working day and more frequently, if required. 16. 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. 17. The permittee is required to provide a changeable message board informing the commuters using the affected Major and Primary Arterial roads of major construction and 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. 18. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 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. 19. 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. 20. 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. 21. 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. Special Conditions Page 2 of 6 PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 2406 Fiber Splice Box / East Side of Jefferson St North of Ave 52 22. 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 23. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 24. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 25. 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. 26. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 27. 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 Special Conditions Page 3 of 6 PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 2406 Fiber Splice Box / East Side of Jefferson St North of Ave 52 the Assistant Civil 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. 28. 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. 29. 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 30. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 31. 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. 32. 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. 33. 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. plain for review and approval prior to start of construction or parking on the paved R/W. 34. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected 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. Special Conditions Page 4 of 6 PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 24x36 Fiber Splice Box / East Side of Jefferson St North of Ave 52 35. 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. 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. 36. . 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. . 37. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. 38. Access and egress to all local properties shall be maintained at all times. 39. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved 1/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the'City prior to its placement. Special Conditions Page 5 of 6 PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 24x36 Fiber Splice Box / East Side of Jefferson St North of Ave 52 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 V 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. 40. 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. 41. 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. 42. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 43. 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. 44. 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 R2 -5A EPDIUECCE ROAD Mmint IZ:_� I��-r a 0 CD to WATERMARK INO PED CROSSING — 1�1- u _ 1 VILLAS a usF caosswatK, o��•cao=:�o�sa,�ano� 350' 350' 350' W20-1 C17 (CA) C17 (CA) ttwD vao 40 W2fY5 (LT) 30 c \� W42 nanD t 600' NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M.U.T.C.D.) 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 CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYR) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. 7. THIS IS A TYPICAL. THE CONTRACTOR MAY CHOOSE TO WORK IN ONLY 1 OR 2 SECTIONS EMO N V3 z' 0 h w W LA. LA- W ,47 41I 0 t � N I� ' a o a D . a t o a I 40 is ,0 00 0 0 t �01J d a0 a0 0 0 �a a 00 44 .0 0 a 4 0 0 0 0 a 0, 0 0 'a a a D '0 D 00 0 0 0 0 1 a a D' a a0 a0 as 1.a0 D 0 a a 0 0, e 0 0 0II =00 VvQ�L� anal Mom C ;� Zor3 a,a v • EL L &vLe ..A�o C ►M / ,n !j0,,kDDRADD p lit VhDR 0,11 L 500' -..._....r._ _� r fir:.---.� �---_.,..,....,._..� ...,�.,...� �._..... • s�_.,�.. �� Ji I r0 K AREA Cso(CA)*+ tOC 1 D• � m s a Z a 02G2 s a j i EMD i ROAD Yr'ORII Q W S ROSEWOOD LN 20 msrso �.z voC17 (C 45 (RT) ' R2aA REDUCI SPEED LA0088-UG04 UNDERGROUND AVENUE 52 & JEFFERSON ST. Installation/Placement of Fiber Optic Cable Me es est Comm., Inc. Scott (714) 348-71 aw Pacific Tmft Cc," wom by F BY ChKkW BY Tops N Barricades, Inc. Matt Upp Ron Fifield Bpw wan Data BhW Illnaba (800)852 -TOPS 55 10/23/12 1 of 2 r qG r�� tiG G20-2 WATERMARK ` ROOM MMM VILLAS R500' ;W20-1 RAn OOiTlx6 I NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M.U.T.C.D.) 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 CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYR) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. 7. THIS IS ATYPICAL. THE CONTRACTOR MAY CHOOSE TO WORK IN ONLY 1 OR 2 SECTIONS EACH DAY. W20-1 �14 � n - r 1+oAD 7 v vMM y� Aq[Ao 3 i ROA Ln _.� on 1 �I ag I q BIKE ua 1 LANE © 7"� � CLOSED 1 �� I��. ►alts 1� aft EMM. •111' y mmrc [ , {!1 { I y �.4 Z Z � 1 h) 1 4 Lu U- r U— lm a a :1- ?l a a ceoa J u E wM RDAu woRl. ! II 0 i J 7 I � J tl `i nnand - 1 f rg WO K AREA4f -. .,, '57 n., m., ,n•, GMI Jf OC 0 CA [ 9XG CSD C!Q� 1 uR! Z J ® O � CD ROSEWOOD LN Ccos� � C, P..w\ � R C o r �^' e ,:, LAD088-UG04 UNDERGROUND AVENUE 52 & JEFFERSON ST. Installation/Placement of Fiber Optic Cable Pacific � est Comm., Inc. Scott (714) 348-7153 Taft CD,6dDNIPby P"" - A ft BY Tops N Barricades, Inc. Matt Upp Ron Fifield (800)852 -TOPS 55 0/23/12 2 of 2 ON vca7 S � GJQ�1 1 Y k .-: 1, :.�''•I. R.•i: 1" : ,r_ err J=! fl ".. •- �- -•'. �.1''�"' •••"1 wti 1 - 4..� �- -- PTY• SIL r J•'•.1 •." 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SO. 1 . �..:. w -': _— Iw •rT i ',f r,1�: g, .,� r .1 �•.. r.ti n! -�' t L - td.. �• •1!, -:7 ?i j:tii:•.�( I�:�!1. r •`i / :1•• �� .?� • • ti;, L 1 t.x1('•'nh� �a 7S 1`F. 19' i (' A l i L •7. •L,.•r1.r _ 1 1 •{{tii =� w . .s. �• �. )}+'t; ,f. • .r !�� ;1I�t�=.I,i`.�w P.+j r ,. } .!:`•fir A rT'`'� r.' r :1 r.lr� . ! 1. i_4 _ 1.1 .:13'� r i. «.1` :i. 4 .: �.�•� •...�: '1. •.i -Lr � ,.��:.�yr- d� �. _ 9-,.1 '4 LK. •_'.ti -.i n�1s ti•: 1 I -7,;.�! {' ! 60 �51' -9 CROWN CASTLE TO PLACE VAULT #1 (1) 24r.36"x30" FIBER SPLICE VAULT LID TO BE MARKED (CROWN CASTLE) I I I. 53' II I IU N C.+ 2' CC FIBER 2- CC POWER I N HI - C VAULT I I m z 3:00 I © o o 388' n I I E # Z C- m< � V A z 1 nriN Z ~ � T I S m 19:00 R = Y -O' R = 3D'-0 R = 12'-6' 20 0 t0 20 • 90 1 - 73'26'23' < = 18'57'47' L 4'-9' L =38'-5' L 4'-2' )T I I D 1.5" Si. LIGHTING UTILITY LINE TYPE LEGEND: CROWN CASTLE CONDUIT --- POWER --- -- GAS -- -- --WATER-- -- • PHONE -• "' —..—..—STREET LIGHT------ -OIL-- -SEWER— OIL SEWER — --.---CABLE TV--- --- STORM DRAIN - (I) CROWN CASTLE BTI UNIT AND (1) POWER BREAKER/ DISCONNECT BOX (6:00) (18) 1/2" COAX CABLES CROWN CASTLE TO REPLACE (1) 30'-1" EXISTING ROUND STEEL STREET LIGHT POLE WITH (1) NEW 30'-0" MODIFIED ROUND STEEL STREET LIGHT POLE AT THIS LOCATION. TOTAL STRUCTURE HEIGHT: 35'-11" EQUIPMENT TO CONSIST OF: a) 1-I1" (DIA.) X 70.91 (KATHREIN 800-10360) TRI -SECTOR ANTENNA b) 3-23.3'1 x 10.6"W x 5.9"D (KATHREIN 840-10525) PANEL ANTENNAS, FLUSH MOUNTED c) 1-101 x 6.5"W x 3.5"D POWER BREAKER/DISCONNECT BOX d) 1-11.9461 x 7.154"W x 34.115"H 8TI RADIO SHROUD. e) 1-32.71 x 5.8"W x 6.1"D ION-M17P/19P I I I RNND ABOUT I I II 1I M% I II I I I ! f NOTES: I)IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROPERTY OWNER & NECESSARY UTILITY COMPANIES FOR THE LOCATION OF ALL EXISTING BELOW GRADE UTILITIES .AND REOUIREMENTS FOR DEPTH, SIZE AI4D ,SEPARATION PRIOR TO BEGINNING CONSTRUCTION. 2)PROPOSED UTILITY SERVICES SHOWN NEED TO BE VERIFIED & APPROVED BY UTILITY COMPANIES BEFORE START OF CONSTRUCTION. CONTRACTOR TO VERIFY WITH CLIENT PROJECT MA14AGER TO OBTAIN FINAL APPROVAL. 3)CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE COSTS ASSOCIATED WITH EXISTING BELOW GRADE UTILITIES AND SHALL IMMEDIATELY INFORM CLIENT OF ANY ACCIDENTAL DAMAGE TO EXISTING UTILITIES BY TELEPHONE AND E-MAIL REGARDLESS OF ABILITY TO REPAIR OR MITIGATE. A FOLLOW-UP E-MAIL REPORT WITH DIGITAL PHOTOS WILL BE REQUIRED DAILY UNTIL RESOLUTION HAS BEEN ACCEPTED BY CLIENT AND AFFECTED SERVICE PROVIDERS AND RECIPIENTS. AT THEIR OWN EXPENSE. CONTRACTOR WILL EXERCISE ALL EFFORTS TO HAVE REPAIRS MADE BY QUALIFIED TECHNICIANS AS APPROVED BY SERVICE PROVIDER. i THIS IS A GENERAL USE DRAWING ONLY; SPECIFIC DATA AS TO SIZE \n' AND LOCATIONS OF KNOCKOUTS. OPf ENINGS & INSERTS MAY BE /y -- _ DSTaNED THROUGH ACP. /3 'RATIONS FROM THESE _ STANDARDS ARE AVAILABLE ON _:-_?_:=v:= - SPECIAL ORDER `NON -CONCRETE UD (BOLT DOWN) COMPOSITE VAULT TYPICAL COMPOSITE VAULT DETAIL 24' X 36- X 30' NO SCALE (LID TO BE MARKED "CROWN CASTLE-) (VAULT AI) ITEM # DESCRIPTION 23'-0" EXIST. TRANSFORMER #UN10538O TO TO MYERS METER O 1-3" SCH. 40 PVC CONDUIT I.I.D.) O360'-0" MYERS METER TO CROWN CASTLE SITE POLE 2 1-2" SCH. 40 PVC CONDUIT (CC POWER) 5'-0" CR WN CASTLE SITE POLE T0 PULL BO/, I O 1-2" SCH. 40 PVC CONDUIT (CC FIBER) VAULT LOCATION (NOTE: ALL DIMENSIONS ARE TO CENTER OF STRUCTURE) VAULT VAULT 512E LOCATION VAULT I 2424 F36".30".30- (SPLICE VAULT) P48't N. C/L OF AVENUE 52 & 53'1 E. C/L OF JEFFERSON ST. NOTE: A MINIMUM CLEARANCE DISTANCE OF 18" FROM THE CURBFACE TO THE OUTSIDE OF THE POLE HAS BEEN MAINTAINED. A 44" SIDEWALK MINIMUM WIDTH HAS ALSO BEEN MAINTAINED. NOTE: ANY DISTURBED AREAS INCLUDING LANDSCAPING SHALL BE REPLACED IN-KIND. NOTE: CONTRACTOR TO ALLOW INGRESS AND EGRESS TO DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION. / O EXIST. METER #7991 -� EXIST. ST. LIGHT PULL BOX / o EXIST. ST LIGHT X83-05 A VENUE 52 0 Q URI PRWT. ® (,I O C/T _- - - - - - - - - is- - — B - - - --CA —f o FRONT 18' %RT PIC^ cn �a. EXIST. METER PEDESTAL 203'1 E/0 C/L JEFFERSON ST. MEASURED ALONG S. CURBFACE P r 00-227-2600 TICKET mna wn TICKET 8 wvamc. E ----DNf R(MY. --- on PLY. 3 � L. SOS \ DDRIWG BLOO, L— EXIST. TRANSFORMER #UN8177U EXIST. TELCO VAULT EXIST. TWC PULL BOXES EXIST. METER #80055 EXIST. TRANSFORMER #UN105380 PROPOSED POWER POINT OF CONNECTON CITY OF INDIO PERMIT INFORMATION HDD / OPEN TRENCH A/C STREET FOOTAGE: 82' HDD / OPEN TRENCH CONC. STREET FOOTAGE: 0' HDD / OPEN TRENCH CONC. SIDE WALK FOOTAGE: 0' HDD / OPEN TRENCH GRASS/DIRT PARKWAY FOOTAGE: 306' HDD / OPEN TRENCH TOTAL PROJECT FOOTAGE: 388' I �. ,.,.:.. :..:,,fes'• " — t'%•:":"':�—.. DmT vim'. .. ..— N SITE NAME: LAD088-05 LA DUINTA SITE INFORMATION: EIS JEFFERSON ST. 2431 N/O AVENUE 52 LA DUINTA, CA 92253 (STEEL STREET LIGHT POLE) r SHEET TITLE: SITE PLAN 0 CCAOS�E Crown Castle 1100 DEXTER AVE. SURE 250 SEATTLE, WAS8109 PLANS PREPARED BY: Affmb cable engineer/ng services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 - C.E.S. PROJECT NO.: 76000675-15 C.E.S. DWG. NO. NPN12052 KtV1wumi: 1 04-01-13 PRELIMINARY VH osR JH RSP q «: DSP T—I o�P x osR �JKCCI KUN113tK: 9 OF 10 So^ IIII`r I O I � a a y ' 1 I-IMIT CU4W DATA I S 0 © ® GRAPHIC SCALE R = Y -O' R = 3D'-0 R = 12'-6' 20 0 t0 20 • 90 1 - 73'26'23' < = 18'57'47' L 4'-9' L =38'-5' L 4'-2' FEET SITE NAME: LAD088-05 LA DUINTA SITE INFORMATION: EIS JEFFERSON ST. 2431 N/O AVENUE 52 LA DUINTA, CA 92253 (STEEL STREET LIGHT POLE) r SHEET TITLE: SITE PLAN 0 CCAOS�E Crown Castle 1100 DEXTER AVE. SURE 250 SEATTLE, WAS8109 PLANS PREPARED BY: Affmb cable engineer/ng services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 - C.E.S. PROJECT NO.: 76000675-15 C.E.S. DWG. NO. NPN12052 KtV1wumi: 1 04-01-13 PRELIMINARY VH osR JH RSP q «: DSP T—I o�P x osR �JKCCI KUN113tK: 9 OF 10 N �� • �` f r; �t v-_ 5 ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION See below for Finance Revenue Codes For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 1/1/2013 LOCATION OF CONSTRUCTION: South Side Avenue 52, 214' East of Jefferson Street PURPOSE OF CONSTRUCTION: Crown Castle; LAD088-05; Street Light Pole w/ Assoc. Equip., 1 -Elect. Meter Pedestal, Conduit, & Fiber Splice Box DESCRIPTION OF CONSTRUCTION: See Attached Plans DIMENSION OF INSTALLATION OR REMOVAL: 30' Pole, 23' (1) 2" Conduit, (1) 24"x36" Fiber Splice Box APPROXIMATE TIME WHEN WORK WILL BEGIN: 2/11/2013 TIME OF COMPLETION: 3/11/2013 ESTIMATED CONSTRUCTION COST: $15.000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occuring as a proximate result of any work undertaken under tyhe 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. 'Si pt"! tor Agent Crown Castle - Steve Patino Name of Applicant PWC - Scott Ivey Name of Contractor and Job Foreman 597074 Contractor's License Number Old Republic General Insurance Corp. Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I 1100 Dexter Ave #250. Seattle. WA 98109 Business Address 900 Gladstone, San Dimas, CA 91773 Business Address Finance Revenue Code Inspection Fee EE=1 $450.00 Permit Fee EE=1 $100.00' As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, EE=B $0.00 if required TOTAL $550.00 805-234-1431 Telephone No 909-592-4321 Telephone No. 106739 City Business License No A-1 CG -968512-02 Policy Number NANCE DEPT. Pu4iic Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 12067 DATE ISSUED: 2 Z S f3 EXPIRATION D E: BY: WORK INSPECTED BY*: PERMIT COMPLETION DATE*: * If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. 1 �t• � i � t t, � _ _'I � t t y Date: Tract No: Vicinity:_ s! Ave PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Project Name: LAP06e- 7 Purpose of Construction (i.e.: Rough Offsite Street, etc. Description of Construction (i.e.: See Plan Set No. 01234) Dimension of Installation or Removal: st SEP Approximate Construction Start Date: Approximate. Construction Completion Date: /o-3o-ZnIZ Estimated Construction Cost: $ J S, cavo 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: 37ZVE PA Wv Phone Number: 8052-34.-19& Name of Applicant/Owner: _ Applicant Address: //DO Applicant Telephone Number Applicant E-mail Address: 4 C, 0 Ave * ZY0 .S&-ATme ".0- S a(c) Name of Contractor: I'W(-' Contractor Address: OD C LAkS"PI-E ,SAry Contractor Telephone Number: 165 - 2- 443-1 Contractor State License Number: S'770-94' Contractor City Business License Number: /o (P73 9 Contractor E-mail Address: SCdTT.S &- #OWC JNC . uc (S ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED Applicant or Contractor eneral iabI it Insurance Company: d � u2lic C. e a SµvAhle �v Applicant or Contractor GenAral- ll'ty Insurance Policy Number: - (cc, 45-12--0-�- Office Use Only: inspection Fee: `l 7 Permit Fee: �/Jh As -Built, Deposit: . l.T Dust.Control Deposit: Credit Amount: TOTAL FEE DUE:`i% orms & Applications/Applica Office Use Only: Assigned Permit Number: Approval Date: Expiration Date:_ Issue Date: Administrative Authority: 6:74 n-0 6 �- f v • � _ S` ` �I )amid f r City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 12067 The following shall alwaVs apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be.graded to a slope of one-fourth inch (%") to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ("* N/A *") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 %") of A.C. paving on (** N/A *") of class (*' N/A *' ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. .� r F � . X 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. I i PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 2406 Fiber Splice Box / East Side of Jefferson St North of Ave 52 In addition to the standard permit conditions, the following shall apply: L. 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. 3. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Civil Engineer) of the private land owner whom is being encroached upon. 4. During April 2013, the proposed traffic control for the lane closure shall be between 10 a.m. to 1 p.m. on Tuesdays and Wednesdays only. 5. A separate building permit is required for the street light pole structure. 6. The permittee shall not install any conduits by trench without prior approval of the City Engineer. 7. "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 permittee shall relocate the improvement prior to sign off of their encroachment permit." 8. The permittee shall not install improvements with the intention of providing video transmission services unless the permittee obtains a valid Franchise Agreement. 9. The permittee shall remove any underground utility markings that are no longer being used for this project. The permittee shall remove markings on paved areas using high pressure wash or a method equivalent and at the discretion of the City Engineer. 10. .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. 11. The permittee shall maintain the existing pedestrian path of travel and must maintain ADA compliant pathways leading to areas for use of public transportation systems. 12. No stockpiling of any materials will be allowed within the City R/W without an approved permit explicitly stating the use for stockpiling and/or storage. 13. This permit or copy of it. shall be on the work site (usually the job trailer) for inspection during the actual work performed. Special Conditions Page l of PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 24x36 Fiber Splice Box / East Side of'Jefferson St North of Ave 52. 14. Crown Castle (Susan Makinson) and PWC, Inc. (Scott Ivey), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. 15. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 16. 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. 17. The permittee is required to provide a changeable message board informing the commuters using the affected Major and Primary Arterial roads of major construction and 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. 18. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 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. 19. 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. 20. 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. 21. 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. Special Conditions ' Page 2 of 6 PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 24x36 Fiber Splice Box / East Side of Jefferson St North of Ave 52 22. 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 23. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm.drain facilities. 24. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 25. 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. 26. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5t" Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 27. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by acity 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 Special Conditions Page 3 of 6 PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 2406 Fiber Splice Box / East Side of Jefferson St North of Ave 52 the Assistant Civil 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. 28. 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. 29. 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 30. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 31. 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. 32. 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. 33. 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. 34. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected 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. Special Conditions Page 4 of 6 N PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 2406 Fiber Splice Box / East Side of Jefferson St North of Ave 52 35. 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 in 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. 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. 36. 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. 37. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition.. 38. Access and egress to all local properties shall be maintained at all times. 39. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved Y2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. Special Conditions Page 5 of PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 24x36 Fiber Splice Box / East Side of Jefferson St North of Ave 52 D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint.created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2 -AR -4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 3/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 40. 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. 41. 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. 42. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 43. 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. 44. 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 PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 2406 Fiber Splice Box/ South Side of Ave 52, 214' East of Jefferson Street In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quints 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. 3. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Civil Engineer) of the private land owner whom is being encroached upon. 4. A separate building permit is required for the street light pole structure. 5. ' The permittee shall not install any conduits by trench without prior approval of the City Engineer. 6. "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 permittee shall relocate the improvement prior to sign off of their encroachment permit." 7. The permittee shall not install improvements with the intention of providing video transmission services unless the permittee obtains a valid Franchise Agreement. 8. The permittee shall remove any underground utility markings that are no longer being used for this project. The permittee shall remove markings on paved areas using high pressure wash or a method equivalent and at the discretion of the City Engineer. 9. 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. 10. The permittee shall maintain the existing pedestrian path of travel and must maintain ADA compliant pathways leading to areas for use of public transportation systems. 11. No stockpiling of any materials will be allowed within the City R/W without an approved permit explicitly stating the use for stockpiling and/or storage. 12. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 13. Crown Castle (Susan Makinson) and PWC, Inc. (Scott Ivey), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Special Conditions Page I of 6 PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 2406 Fiber Splice Box/ South Side of Ave 52, 214' East of Jefferson Street 14. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 15. 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. 16. The permittee is required to provide a changeable message board informing the commuters using the affected Major and Primary Arterial roads of major construction and 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. 17. 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 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. 18. 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. 19. 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. 20. 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.owner8 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 Special Conditions Page 2 of 6 PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 2406 Fiber Splice Box/ South Side of Ave 52, 214' East of Jefferson Street 21.. 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. 22. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 23. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 24. 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.. 25. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 26. 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 Civil 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. Special Conditions Page 3 of 6 PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 2406 Fiber Splice Box/ South Side of Ave 52, 214' East of Jefferson Street 27. - 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. 28. 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 29. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 30. 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. 31. 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. 32. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control planfor review and approval prior to start of construction or parking on the paved R/W. 33. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected 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. 34. 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 Special Conditions Page 4 of 6 PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23'. of 1-2" Conduit, and (1) 2406 Fiber Splice Box/ South Side of Ave 52, 214' East of Jefferson Street Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. . All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 35. All excavations within City of La Quints right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 36. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. 37. Access and egress to all local properties shall be maintained at all times. 38. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved Y2" 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: Special Conditions Page 5 of 6 PERMIT NO. 12067 Crown Castle (LAD088-05) / Install Street Light Pole w/ Associated Equipment; Electrical Meter Pedestal, 23' of 1-2" Conduit, and (1) 2406 Fiber Splice Boat/ South Side of Ave 52, 214' East of Jefferson Street 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 V 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. 39. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 40. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 41. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 42. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 43. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions - Page 6 of 6 SYMBOL DESCRIPTION B/O/W BACK OF WALK E/0/D EDGEOFAIRT W/L WHITELINE R/0/W R/GMOFWAY E/O/P EDG£ OF PAVEMENT CIL CENTERLINE CIF CURSFACE P/L PROPERTYLIKE —X—X—X—X—X— FENCE SITE PLAN WALL OF DRIVEWAY POWER PEDESTAL DETAILS BUSHES 10 TREE 5 sITEPOLE ® EXISTING UTTLrTYPOLE o STREET LIGHT • PARKING METER/STREET SIGN x DOWN GUY RF INFORMATION FIRE HYDRANT o UTILITY VALVE Rp UTILITYMANHOLE ® SEWERM4NHOLE ■ SOUAREVENT • ROUND VENT DIG•ALDM HANDICAP RAMP FIELD SYMBOLOGY CONSTRUCTION DOCUMENTS for the construction of the eA O ST'LE LAD088-05 1 OF 10. TITLE SHEET 7 OF 10 ELEVATIONS 2 OF 10 EQUIPMENT DETAILS 8 OF 10 SITE LOCATION PHOTOS 3 OF 10 TRI -SECTOR UNICELL MOUNTING DETAILS 9 OF 10 SITE PLAN 4 OF 10 POWER PEDESTAL DETAILS 10 OF 10 I.I.D. UNDERGROUND 5 OF 10 GROUNDING DETAILS o DISTRIBUTION STANDARDS 6 OF 10 RF INFORMATION . SHEETINDEX THE PROJECT CONSISTS OF THE REPLACEMENT OF (1) 30'-0" EXISTING ROUND STEEL STREET LIGHT POLE WITH #NT (1) NEW 31'-0" MODIFIED STEEL STREET LIGHT POLE FOR THE PURPOSE OF THE INSTALLATION OF WIRELESS ANTENNAS AND ASSOCIATED EQUIPMENT. TOTAL STRUCTURE HEIGHT: 36'-11". THIS NODE SITE IS PART OF A DISTRIBUTED ANTENNA SYSTEM (DAS). EQUIPMENT CONSIST OF: 0) 1-11" (DIA.) x 70.9"L (KATHREIN 800-10360) TRI—SECTOR ANTENNA. b) 3-23.3"L x 10.6"W x 5.9"D (KATHREIN 840-10525) PANEL ANTENNAS, FLUSH MOUNTED. C) 1-10"L x 6.5"W x 3.5"D POWER BREAKER/DISCONNECT BOX d) 1-16"L x 17"W x 48"H ELECTRICAL METER PEDESTAL (100 AMP). e) 1-11.946"L x 7.154"W x 34.115"D BTI RADIO SHROUD f) 1-32.7% x 6.1"W x 5.8"D ION—M17P/19P (HOUSED INSIDE POLE). 9) 1-24"L x 36"W x 30"0 FIBER SPLICE VAULT AND 1-17"L x 30"W x 24"D POWER PULL BOX. h) 23' OF I.I.D. 3" CONDUIT AND 22' OF CROWN CASTLE 2" CONDUIT. i) ANTI—GRAFITTI PAINT OR CLEAR—COAT TO BE USED ON ALL METERS AND POLES I) ALL ANTENNAS AND EQUIPMENT TO BE PAINTED TO MATCH POLE. PROJECT DESCRIPTION COORDINATES I LATITUDE: 33.67082 N LONGITUDE: -116.26793 W OWNER: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206) 336-7382 ZONING: N/A APPLICANT: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206) 336-7382 WIRELESS IMPLEMENTATION ENGINEER: N/A APN#: JURISDICTION: N/A CITY OF LA QUINTA PROJECT SUMMARY CROWN CASTLE CONTACTS: PROJECT MANAGER: PHONE: STEVE WEINGARDT (805) 732-0576 RF ENGINEER: PHONE: APURAVA BAROT (206) 336-7391 CONSTRUCTION MANAGER: PHONE: STEVE PATINO (805) 234-1431 PROJECTTEAM 2. CARLOS PUENTE IMPERIAL IRRIGATION DISTRICT 81-600 AVE. 58TH La Quinta, Ca 92201 PHONE: (760) 398-5837 cpuente@iid.com UTILITY COMPANY CONTACT INFO ENGINEERING COMPANY: 4 CABLE ENGINEERING SERVICES ELIZABETH VILLALOBOS CELL: (818) 314-8150 10640 SEPULVEDA BLVD. SUITE 1 MISSION HILLS, CA. 91345 PHONE (818) 898-2352 CABLE ENGINEERING SERVICES OSP ENGINEER: JEREMY HARMON 10640 SEPULVEDA BLVD. SUITE 1 MISSION HILLS, CA. 91345 PHONE (818) 898-2352 SITE NAME: LAD088-05 LA OUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) SIS AVENUE 52,214-1 EAST OF JEFFERSON ST. LA OUINTA, CA (STEEL STREET LIGNT POLE) r SHEET TITLE: TITLE SHEET 0 CCA�TL E Crown CasUe 1100 DEXTER AVE SURE 750 SEATTLE, WA98109 — PLANS PREPARED BY: engineering services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 C.E.S. PROJECT NO.: 76000500-15 C.E.S. DWG. NO. NPN12052 REVISIONS: I — JV 1 08-21-12 PRELIMINARY °L VH JH REMOVE PULLBOX VH 2 08-29-12 PER POWER MEETVH CD FINAL JH a: a: SHEET NUMBER: 1 OF 10 CITRUS FRESA `11"n �O N, p�7q �s'd G� o� m m c o y S� Fl 00 hsr4-9 PALM GROVE DR.160. 00 rn ag AVENUE 52 o . PROJECT AREA o a S � w o qG�G Qy� JSP _ NORTH T.C. RC 5530—A1 pG�• VICINITY MAP OWNER: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206) 336-7382 ZONING: N/A APPLICANT: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206) 336-7382 WIRELESS IMPLEMENTATION ENGINEER: N/A APN#: JURISDICTION: N/A CITY OF LA QUINTA PROJECT SUMMARY CROWN CASTLE CONTACTS: PROJECT MANAGER: PHONE: STEVE WEINGARDT (805) 732-0576 RF ENGINEER: PHONE: APURAVA BAROT (206) 336-7391 CONSTRUCTION MANAGER: PHONE: STEVE PATINO (805) 234-1431 PROJECTTEAM 2. CARLOS PUENTE IMPERIAL IRRIGATION DISTRICT 81-600 AVE. 58TH La Quinta, Ca 92201 PHONE: (760) 398-5837 cpuente@iid.com UTILITY COMPANY CONTACT INFO ENGINEERING COMPANY: 4 CABLE ENGINEERING SERVICES ELIZABETH VILLALOBOS CELL: (818) 314-8150 10640 SEPULVEDA BLVD. SUITE 1 MISSION HILLS, CA. 91345 PHONE (818) 898-2352 CABLE ENGINEERING SERVICES OSP ENGINEER: JEREMY HARMON 10640 SEPULVEDA BLVD. SUITE 1 MISSION HILLS, CA. 91345 PHONE (818) 898-2352 SITE NAME: LAD088-05 LA OUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) SIS AVENUE 52,214-1 EAST OF JEFFERSON ST. LA OUINTA, CA (STEEL STREET LIGNT POLE) r SHEET TITLE: TITLE SHEET 0 CCA�TL E Crown CasUe 1100 DEXTER AVE SURE 750 SEATTLE, WA98109 — PLANS PREPARED BY: engineering services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 C.E.S. PROJECT NO.: 76000500-15 C.E.S. DWG. NO. NPN12052 REVISIONS: I — JV 1 08-21-12 PRELIMINARY °L VH JH REMOVE PULLBOX VH 2 08-29-12 PER POWER MEETVH CD FINAL JH a: a: SHEET NUMBER: 1 OF 10 AVENUE 52 CURBFACE SECTOR TRI—SECTOR A ON TOP OF STEEL POLE O o i KATHREIN MODEL-800-10360CURBFACE SER: A,13, & C 9A y3 % AVENUE 52 SECTOR A C4 0 0 ANTENNA KATHREIN MODEL -840-10525 SECTOR: A, B, & C ,D" e i/e L TOP VIEW 51 I It NAMe: LAD088-05 LA OUINTA SITE INFORMATION: S/SAVENU(E52,212140'UINTEAST O JEFFERSON ST. (STEEL STREET LIGHT POLE) SHEET TITLE: 0 10.9 STEEL POLE�0 MOUNTING BRACKET (ACTUAL VARIES) ^� CEz�� 10360 0°�� �o. z �F g00� °36Q 0' ;k G~O L,90,90, 4 SERVICE AREA CANISTER � 1 y.i 11°� -�I v� �/ ��ll` � 5 8 � 1!� .yo,,oy'L 4O�/ S°' � z �nN 6� S COQ- 0. O� �V 90. ��®®®®• ,0.6• z :/4- :z o 0 FRONT VIEW EQUIPMENT DETAILS STAMP: VECTOR DETAIL (TOP ARRAY) SCALE: ANTENNA SCALE: 2 VECTOR DETAIL (LOWER ARRAY) SCALE: 3 ANTENNA SCALE: 1 4 ANTENNA COAX SHROUD DETAIL SCALE: 5 5 N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. NOTE: COAX SHALL REMAIN STRAIGHT FOR A MINIMUM OF 4" FROM BOTTOM OF CONNECTOR TO BEGINNING OF THE BEND. MOUNTING BRACKET (ACTUAL VARIES) ' O WN � � ■ W N 11.946" _ KATHREIN 840-10525 PANEL ANTENNA (3 ® 120) 0 A S TLE Crown Castle 1100 DEXTER AVE SUITE 750 SEATTLE, WA98109 e ' (1) CROWN CASTLE BTI RADIO SHROUD (11.946"L x 7.154W x 34.115"H) X PLANS PREPARED BY: cable u engineering services coAx SHROUD PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 7.154• 11.946• C.E.S. PROJECT NO.: & SPLITTER SHROUD SQUARE—D POWER BREAKER/ DISCONNECT BOX #002-4L70R6 (10" L x 6.5" W x 3.5" D) WITH TANDEM BREAKERS # OOT2020 OR EQUIVALENT s 76000500-15 C.E.S. DWG. NO. NPN12052 BTI RADIO UNIT SCALE: 6 STEEL POLE MOUNTING SCALE:COAX 7 N.T.S. N.T.S. ION—M17P/19P RADIO ? I0N—M17P/19P RADIO �. a 0 o PRODUCT - ANDREW CORPORATION MODEL - S-3-CPUSE-L-N REVISIONS: 1 08-21-12 PRELIMINARY o�.R JV °C VH my JH 2 08-29-12 REMOVE PULLBOX PER POWER MEET CD FINAL VH qp VH JH ;k 3{ A max: uunea: oc: �(1) CROWN CASTLE ANDREW ION-1,117P/19P (INS '. P06.1"W x 5.8'0) w.rtca: °C x. h� o FRONT VIEW BACK VIEW SHEET NUMBER: ANDREW ION•M RADIO SCALE: 8 SPLITTER DETAIL SCALE: n `� POLE MOUNTED EQUIPMENT DETAIL SCALE:110 2 OF 1 0 N.T.S. N.T.S. N.T.S. Mounting Mechanical Interface The Crown Castle -supplied base for mounting the antennas must be fitted with a flange acording to the lower drawing. after welding machinin O 0.5 0.4 A 9 —Steelquality 5235 JRG2 DIN EN 10025 to be qualified for hot dip galvanizing —Weldings according DIN18800 part 1 and part 7 and DIN EN 25817 quality—group C, around welded a>6.3mm if not marked different. The weLdings should produced by a company with welding licence for dynamical loads. —without burr, according DIN ISO 6784. L- •3 before hot dip galvanising 1) root of seam machined and full penetration welding 2) M12 machined after hot dip galvanizing A- 3) indicated dimensions are in hot dip galvanized condition surfaces according to DIN ISO 1302 Rz63 A �o- / I � &----------- --- — Crown Castle -supplied base A Mounting The antenna is mounted with the included bolts and clamping ring on the customer -supplied base. The antenna can be continouslyturned through 3600 to the desired position with the bolts loosely screwed in. Crown Castle -supplied base SITE NAME: LAD088-05 LA OUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) SIS AVENUE 52, 2141 EAST OF JEFFERSON ST. LA OUINTA, CA (STEEL STREET LIGHT POLE) r SHEET TITLE: TRI -SECTOR UNICELL MOUNTING DETAILS 0 CO N AS LE Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA98109 engineering ine®ring services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suile 1, Mission Hills, CA 91345 Phone No.: (818)898.2352 Fax No.: (818)898-9186 C.E.S. PROJECT NO.: 76000500-15 C.E.S. DWG. NO. NPN12052 • REVISIONS: V 1 08-21 PRELIMINARY °C VH JH oavrzm REMOVE PULLBOX VH 2 08-29-12 PER POWER MEET VH CD FINAL os, IH —JMrrI NUM=K: 30F10 D SITE NAME: LAD088-05 LA QUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) SIS AVENUE 52, 2141 EAST OF JEFFERSON ST. LA QUINTA, CA (STEEL STREET LIGHT POLE) r SHEET TITLE: POWER PEDESTAL DETAILS -STAMP: 0 CCA�TLE Crown Castle 1100 DEXTER AVE SUnE 750 SEATTLE, WA 98109 PLANS PREPARED BY: cn able lime Services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898.2352 Fax No.: (818)898-9186 — C.E.S. PROJECT NO.: 76000500-15 C.E.S. DWG. NO. NPN12052 1 1 08-21-121 PRELIMINARY REMOVE X 2 08-29-12 PER POWERER MEET VH CD FINAL u - SHEET NUMBER: 4 OF 10 o 0 F �Oo00000 Qom0 \ o °00000����p C E o D A PARTS LIST FOUNDATION OMITTED OPPER GROUND BAR, USE STYLE "I" GTI TELECOM, INC. A NOTES: FOR CLARITY �12 8 1. ALL STRANDED GROUND WIRE TO BE GREEN JACKETED. CAT. NO. 3015-8 OR EQUAL C WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. GROUND SCHEME MAY VARY DUE TO SITE SPECIFIC CONDITIONS. CAT. NO. A-6056 OR EQUAL D 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR EQUAL E INSULATORS SHALL BE INSTALLED 1-800-227-2600 5/8-11 NUT STEEL POLE ""', mae nu Q 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS FOR USE ON SOLID CONDUCTORS, AND MUST BE CRIMPED WITH THE DIES SPECIFIED BY THE SUPPLIED OR RECOMMENDED BY COAX MANUFACTURER. TOP VIEW 3. WEATHER PROOFING SHALL BE TWO- PART TAPE KIT, COLD WEATHER -PROOFING KIT (SEE NOTE #3) 3. TWO -HOLE BOLTED TONGUE CONNECTORS SHALL BE USED. WIRES SHALL BE INSERTED THE SHRINK SHALL NOT BE USED. ENTIRE LENGTH OF THE LUG. ENSURE COAX OUTER INSULATION IS SNUG TO LUG BARREL. COAX GROUND KIT TICKET III A TRANSPARENT HEAT SHRINK INSULATING TUBE ALONG THE ENTIRE LENGTH OF THE CRIMP. #6 AWG STRANDED COPPER GROUND SLOPED COVER "GROUND WIRE (GROUNDED TO GROUND BAR) 4. USE #6 AWG STRANDED -THOMAS & BETTS 455578 OR EQUIVALENT. (SEE NOTES 1 & 2) (MARKED 5. USE #2 AWG STRANDED -THOMAS & BETTS 435306 OR EQUIVALENT. � SCALE: 4 2 -HOLE LB GROUNDING LUG SCALE: N.T.S. 5 N.T.S. CAD WELD OR i 12'• 24" MIN. COMPRESSION FITTING I GRADE LEVEL CONCRETE COVER I I BOX 12" X 12" I �I— I I I #2 AWG _ I I GROUND WIRES - I-WAY CADwF1D I A2 GROUND WIRE FROM I L ENNA GROUND BAR J 5/8' ROD COPPER C 8' LENGTH FOR ANTENNAS GROUND TEST WELL - NOTES: SEE DETAIL J2 CURB I. DIRECTION OF TRAFFIC ELECTROLYTE COPPER _ - CLAD GROUND ROD `-'• =^ 2. PLACE GROUND WIRE CLOSE TO CURB I BACKFILL NATIVE I MATERIAL I SIDE VIEW TYPICAL STEEL POLE GROUNDING DETAIL SCALE: 1 GROUND TEST WELL DETAIL SCALE: 2 N.T.S. N.T.S. C o 0 F �Oo00000 Qom0 \ o °00000����p C E o D A PARTS LIST TYPICAL GROUND BAR OPPER GROUND BAR, USE STYLE "I" GTI TELECOM, INC. A ACTUAL GROUND BAR SIZE WILL VARY BASED ON NUMBER GOOF GROUND CONNECTIONS 8 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUAL C WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. o CAT. NO. A-6056 OR EQUAL D 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR EQUAL E INSULATORS SHALL BE INSTALLED F 5/8-11 NUT B D TYPICAL GROUND BAR SCALE:N.T.S. 3 a NOTES: 1. CRIMP (COMPRESSION) TYPE TWO -HOLE BOLTED TONGUE CONNECTORS SHALL BE USED TO d TERMINATE STRANDED GROUNDING CONDUCTORS. THE CONNECTORS SHALL BE TIN PLATED o COPPER, LONG BARREL LUG, AND SHALL BE LISTED FOR THEIR INTENDED USE BY N AN NRTL. NOTE: TIN PLATED ALUMINUM CONNECTORS INSTALLED PRIOR TO THE DATE OF NOTES: THIS STANDARD OR CONNECTORS THAT ARE PART OF AN APPROVED PRODUCT ARE 40��� ANTENNA COAX N ACCEPTABLE. 1. DO NOT INSTALL COAX GROUND KIT AT A BEND AND ALWAYS � � 12" TO 24" DIRECT GROUND WIRE DOWN TO GROUND BEND. 2. CRIMP TYPE CONNECTORS USED ON SOLID CONDUCTORS MUST BE LISTED BY AN NRTL 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS FOR USE ON SOLID CONDUCTORS, AND MUST BE CRIMPED WITH THE DIES SPECIFIED BY THE SUPPLIED OR RECOMMENDED BY COAX MANUFACTURER. MANUFACTURER OF THE CONNECTOR. USE A HYDRAULIC CRIMPING TOOL. 3. WEATHER PROOFING SHALL BE TWO- PART TAPE KIT, COLD WEATHER -PROOFING KIT (SEE NOTE #3) 3. TWO -HOLE BOLTED TONGUE CONNECTORS SHALL BE USED. WIRES SHALL BE INSERTED THE SHRINK SHALL NOT BE USED. ENTIRE LENGTH OF THE LUG. ENSURE COAX OUTER INSULATION IS SNUG TO LUG BARREL. COAX GROUND KIT PROVIDE AN ANTIOXIDE COMPOUND ON THE CONDUCTOR BEFORE CRIMPING (NO OX). INSTALL A TRANSPARENT HEAT SHRINK INSULATING TUBE ALONG THE ENTIRE LENGTH OF THE CRIMP. #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) 4. USE #6 AWG STRANDED -THOMAS & BETTS 455578 OR EQUIVALENT. (SEE NOTES 1 & 2) 5. USE #2 AWG STRANDED -THOMAS & BETTS 435306 OR EQUIVALENT. CONNECTION OF COAX GROUND KIT TO ANTENNA COAX SCALE: 4 2 -HOLE LB GROUNDING LUG SCALE: N.T.S. 5 N.T.S. SITE NAME: LAD088-05 LA OUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) SIS AVENUE 52, 2141 EAST OF JEFFERSON ST. LA OUINTA, CA (STEEL STREET LIGHT POLE) r SHEET TITLE: GROUNDING DETAILS 0 CCA��E Crown Castle 1100 DEXTER AVE. SUITE 750 SEATTLE, WAS8109 PLANS PREPARED BY: cabl® ®ng/n®®ring sarvi 145lS PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898.2352 Fax No.: (818)898.9186 C.E.S. PROJECT NO.: 76000500.15 C.E.S. DWG. NO. NPN12052 REVISIONS: JV 1 1 08-21 - 12 PRELIMINARY VH JH °u ncm REMOVE PULLBOX VH 2 08-29-12 PER POWER MEET °C VH CD FINAL JH a: a: °wncn: D ac SHEET NUMBER: 5 OF 10 IIt III ALLTJ�Je\3ta. D7 TOP ANTENEIAS BOTIOO AAIflMIAS Alpha Beta Camra Alpha Beta Gamma ANTI ANi2 Afrr3 'Afir4 .1 AM x x x >< XX X> X x D XX XX X x x x X> GND GND GN GI4D GND GNO BTI Remote Fiber, I IV AWS � COPA 110VA� JJJI 1710-2170 DXL GND CB11 PC GNDIICBL2 i (unused port) (wtype, male) �I, GND: (weatherproof) r' DESCRIPTION CBL9 CBL12 CBL10 698-894 11H.F C31.13 CBL31 '• 698-894 116:CBL14 1710-2170 NH. 171012170 EBI.CBL16 — SPL1 C3L16 — CBL17 — CBL18 — CBL19 — GND7 GNDB CBL20 CRL3 CBL4 CB15 CRL6 I /\ GNDB CRL7 Y CBL8 RU1 mBSC1900-060-RUMF01 BTI, PCS Remote Unit, Master 20W 1 mBSC2100-060-RUSF01 BTI, AWS remote unit, Save 40W 1 AZIMUTH mBSC-Shroud-8 BTI, 8" wide shroud (included with node) 1 15X1 ECC1920•VPUB ANDREW, Cross band coupler, AWS/PCS 1 SPL1-6 S-3-CPUSE-L-N ANDREW, SPLITTER, 3 -WAY, N -TYPE, 698-270OMHz, 50W 6 ANTI -3 800 10350 KATHREIN, 65 Drg Dual band Trisector Antenna, 4ft, 1710-2170 MHz 1 ANT4-6 840 10525 KATHREIN, 65 Deg Dualband Directional Ant, 2ft, 698-894/1710-217OMHz 3, CRL3 -8 LDF4-50A ANDREW, LDF4-50A, HELIAXm Low Density Foam, 1/2 in, black PE jacket TBD, N/A L4TNM-PS ANDREW, Type N Male Positive Stop- for 1/2 in LDF4-50A cable 11 2 L4TDM-PS ANDREW, Type DIN Male Positive Stop- for 1/2 in LDF4-50A cable 1 2 CBL1-2, 9-26 FSJ4-5013 ANDREW, FS14-50B, HELIAXO Superflex, torr. copper, 1/2 in, black PE iacket TBD, F4PNMV2-HC ANDREW, Connector, Type N Male for 1/2 in FS14-50B cable 18 2 F4PDMV2-C 1ANDREW, Connector, 7-16 DIN Male for 1/2 in FS14-5OB cable 22, GND1-12 UG12 58-1584-T JANDREW, Univ. Ground Kit for 1/2 inthru 1-5/8 incorrugated coaxial cable 12 ANTENNA WIRE DIAGRAM GPS SURVEY 1A LATITUDE: 33.67082 N LONGITUDE: —116.26793 W RF SYSTEM SCHEDULE SFL3 I I-SPL4 1 I SPL5 I - I SPL6 GNDB -Cb GND10-d1b, GND1 CBL26 COL25 COL24 CBL23 COL22 CBL21 NOTES: 1 Cable will be cut to length and connectorized in the field for optimal cable routing. 2 Right angle connectors can be substituted for ease of installation 3 The bottom set of antennas and corresponding RF system will not be constructed initially. 4 Ground cable and lugs may be required for the antennas if mounting to a non -grounded surface 5 Items in BLUE are supplied by Crown Castle 6 Weatherproof unused antenna ports 7 Antenna azimuths and downtilts will be provided separately by Crown Castle prior to installation NOTE: A WEATHER k CORROSION RESISTANT SIGN PER G.O. 95 RULE 94.5 (MARKING) REOUIREIIEMS SHALL BE AFFIXED TO THE SITE POLE NO LESS THAN THREE(3) FEET BELOW THE ANTENNA(S) (ME/SURED FRO. THE TOP OF THE SIGN) AND NO LESS THAN NINE (9) FEET ABOVE THE GROUND LINE (MEASURED FRO THE BOTTOM OF THE SIGN). SCALE:RF SIGNAGE I N.r.s. 2 DETAIL CAUTION Radio Frequency (RF) emissions are present at this location. Workers are asked to remain 3 feet from the face of the antennas (MAD). Continued exposure to the RF energy may exceed Federal limits setfor General Population/Uncontrolled environment Utility workers who must work within the MAD should first contact CROWN CASTLE's NOC (7124). NOC will dispatch a Technician or provide assistance In de -energizing the antennas. CROWN CASTLE NOC: 888-393-2213 SITE ID: LAD088-05 SITE NAME: LAD088-05 LA OUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) SIS AVENUE 52, 2141 EAST OF JEFFERSON ST. LA OUINTA, CA (STEEL STREET LIGHT POLE) r SHEET TITLE: RF INFORMATION 0 CW N ASTLE Crown Castle 1100 DEXTER AVE SUITE 250 SEATTLE, WA98109 — PLANS PREPARED BY: ni® engineering services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hd1s, CA91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 r C.E.S. PROJECT NO.: SCALE: 1 I 76000500-15 N.T.S. � � r,,.,,..,,..m.,,aax, REVISIONS: ,,. JV 1 08-21 — 12 PRELIMINARY VH 09 JH REMOVE PULLBOX ew a VH 2 08-29-12 PER POWER MEETVH CD FINAL JH ac: ta.nrm oc: oc.rrtx; a: SNEEI NUMBEK: SCALE:3 6 OF 10 N.T.S. RF SYSTEM SCHEDULE ANTENNA SECTOR AZIMUTH NUMBER OF ANTENNA MODEL NO. EQUIPMENT JUMPER JUMPER EST. COAX ANTENNAS IN VAULT SIZE, LENGTH COAX SIZE JUMPER ANTENNA RAD CENTER OF ANTENNA A 0' 2 KATHREIN 840-10525 KATHREIN 800-10360 N/A N/A 23't 1/2 N/A 21-3 34'-8- 6 120. 2 KATHREIN 840-10525 KATHREIN 800-10360 N/A N/A 23't 1/2 N/A 27-3/ C 240' 2 KATHREIN 840-10525N/A N/A 23't KATHREIN 800-10360 1 /2" N/A 27 -3 34'-8' GPS SURVEY 1A LATITUDE: 33.67082 N LONGITUDE: —116.26793 W RF SYSTEM SCHEDULE SFL3 I I-SPL4 1 I SPL5 I - I SPL6 GNDB -Cb GND10-d1b, GND1 CBL26 COL25 COL24 CBL23 COL22 CBL21 NOTES: 1 Cable will be cut to length and connectorized in the field for optimal cable routing. 2 Right angle connectors can be substituted for ease of installation 3 The bottom set of antennas and corresponding RF system will not be constructed initially. 4 Ground cable and lugs may be required for the antennas if mounting to a non -grounded surface 5 Items in BLUE are supplied by Crown Castle 6 Weatherproof unused antenna ports 7 Antenna azimuths and downtilts will be provided separately by Crown Castle prior to installation NOTE: A WEATHER k CORROSION RESISTANT SIGN PER G.O. 95 RULE 94.5 (MARKING) REOUIREIIEMS SHALL BE AFFIXED TO THE SITE POLE NO LESS THAN THREE(3) FEET BELOW THE ANTENNA(S) (ME/SURED FRO. THE TOP OF THE SIGN) AND NO LESS THAN NINE (9) FEET ABOVE THE GROUND LINE (MEASURED FRO THE BOTTOM OF THE SIGN). SCALE:RF SIGNAGE I N.r.s. 2 DETAIL CAUTION Radio Frequency (RF) emissions are present at this location. Workers are asked to remain 3 feet from the face of the antennas (MAD). Continued exposure to the RF energy may exceed Federal limits setfor General Population/Uncontrolled environment Utility workers who must work within the MAD should first contact CROWN CASTLE's NOC (7124). NOC will dispatch a Technician or provide assistance In de -energizing the antennas. CROWN CASTLE NOC: 888-393-2213 SITE ID: LAD088-05 SITE NAME: LAD088-05 LA OUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) SIS AVENUE 52, 2141 EAST OF JEFFERSON ST. LA OUINTA, CA (STEEL STREET LIGHT POLE) r SHEET TITLE: RF INFORMATION 0 CW N ASTLE Crown Castle 1100 DEXTER AVE SUITE 250 SEATTLE, WA98109 — PLANS PREPARED BY: ni® engineering services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hd1s, CA91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 r C.E.S. PROJECT NO.: SCALE: 1 I 76000500-15 N.T.S. � � r,,.,,..,,..m.,,aax, REVISIONS: ,,. JV 1 08-21 — 12 PRELIMINARY VH 09 JH REMOVE PULLBOX ew a VH 2 08-29-12 PER POWER MEETVH CD FINAL JH ac: ta.nrm oc: oc.rrtx; a: SNEEI NUMBEK: SCALE:3 6 OF 10 N.T.S. More NOTE: NOTE: A WEATHER 6 CORROSION RESISTANT SIGN TOP OF FLUSH MOUNT ANTENNAS COAX SHALL REMAIN STRAIGHT FOR A MINIMUM OF 4" FROM LUMINANCE WILL BE UNCHANGED AS THE STREET LIGHT PER G.O. 95 RULE 94.5 (MARKING) REQUIREMENTS SHALL BE AFFUED TO THE SITE POLE NO LESS BOTTOM OF CONNECTOR TO BEGINNING OF THE BEND. WILL BE REPLACED AT THE SAME LOCATION AND THAN THREE (,7) FEET BELOW THE AMEN�q(S) FROM THE FOP OF THE 5GN)) LESS NOTE: LUMINAIRE WILL REMAIN AT THE SAME HEIGHT. NO T NO L65 THAN NINE (9) FEET, ABOVE THE CRCUND O GROUND POLE DESIGN WILL MEET AASHTO STANDARDS LINE (MEASURED FROM THE BOTTOM OF THE SIGN). SPECIFICATIONS FOR STRUCTURAL SUPPORTS. NOTE: ALL ANTENNAS AND EQUIPMENT TO BE PAINTED TO MATCH POLE. TOP OF STRUCTURE (36'-11" AGL) CENTERUNE OF ANTENNA (34'-8" AGL) TOP OF POLE (31'-0" AGL) TOP OF STREETLIGHT MAST ARM (29'-10" AGL) 59116" TOP OF FLUSH MOUNT ANTENNAS (28'-3" AGL) COAX SHROUD CENTERLINE OF FLUSH MOUNT ANTENNAS (27'-3" AGO BELOW ANTENNAS (24'-0" AGO Lrm.- (16'-0" AGO BOTTOM OF BTI RADIO (10'-8" AGO (BEHIND POLE) BOTTOM OF DISCONNECT (7'-0" AGL) ION M17P/19P RADIO (INSIDE POLE) EXISTING I.I.D. TRANSFORMER 8 FIBER SPLICE VAULT (24"x36"x30") FOUNDATION TO BE J 6 DESIGNED BY OTHERS FRONT VIEW LOOKING SOUTH ELEVATIONS m ING METER CROWN CASTLE TO PLACE (I) ELECTRICAL METER PEDESTAL. NOTE: SITE ADDRESS TO BE LABELEO ON FACE OF METER PEDESTAL WITH MIN. 2" TALL REFLECTIVE ADHESIVE LETTERING. 1.5" ST. LIGHTING 9:00 x zz 0' L90 RISER DETAIL `L COAX SHROUD— BELOW ANTENNAS CROWN CASTLE TO PLACE (1) ELECTRICAL METER PEDESTAL. NOTE: SITE ADDRESS TO BE LABELED ON FACE OF METER PEDESTAL WITH MIN. 2" TALL REFLECTIVE ADHESIVE LETTERING. 8 516" FIBER SPLICE VAULT- (24"x36"x30") FOUNDATION TO BES DESIGNED BY OTHERS AVENUE 52 12:00 CC POWER CC FIBER 00 8) 1/2" COAX CABLES %,) CROWN CASTLE BTI UNIT AND (1) POWER BREAKER/ DISCONNECT BOX (6:00) SCALE: 1 N.T.S. TOP OF STRUCTURE (36'-11" AGO CENTERUNE OF ANTENNA (34'-B" AGL) TOP OF POLE (31'-0" AGL) STOP OF STREETLIGHT MAST ARM (29'-10" AGL) TOP OF FLUSH MOUNT ANTENNAS (28'-3" AGL) CENTERUNE OF FLUSH MOUNT ANTENNAS (27'-3" AGL) 6 518" (24'-0" AGL) (16'-0" AGL) BOTTOM OF BTI RADIO 10'-8" AGL BOTTOM OF DISCONNECT BOX (7'-0" AGL) ION M17P/19P RADIO (INSIDE POLE) SIDE VIEW LOOKING EAST EXISTING I.I.D. TRANSFORMER SITE NAME: LAD088-05 LA QUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) SIS AVENUE 52, 2141 EAST OF JEFFERSON ST. LA QUINTA, CA (STEEL STREET UGHT POLE) ELEVATIONS 0 CW N AS TL E Crown Castle 1100 DEXTER AVE SUITE 250 SEATTLE, WAS8109 cable ng engineering ngin®®ring services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 I Phone No.: (818)8962352 Fax No.: (818)898-9186 C.E.S. PROJECT NO.: 76000500.15 C.E.S. DWG. NO. NPN12052 REVISIONS: JV 1 108-21-12 1 PRELIMINARY c VH REMOVE PULLBOX VH 2 08-29-12 PER POWER MEET°C VH CD FINAL IH Jnttl I4LIWIUtK: SCALE: 4 7 OF 1 O N.T.S. EXISTING STREET LIGHT LOCATION LOOKING EAST SITE LOCATION PHOTOS ' S 1y�C'1�"�r'•I EXISTING STREET LIGHT LOCATION LOOKING WEST EXISTING STREET LIGHT LOCATION LOOKING SOUTH SITE NAME: LAD088-05 LA QUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) SIS AVENUE 52,2114-t EAST OF JEFFERSON ST. LA QUINTA, CA (STEEL STREET LIGHT POLE) SITE LOCATION PHOTOS —STAMP: 0 CW N ASTLE Crown Castle 1100 DEXTER AVE SURE 750 SEATTLE, WA98109 n Inng an ear/ng marviCBS PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 — C.E.S. PROJECT NO.: WILL NUMULK: SCALE: 1 8 OF 10 N.T.S. 7600050076000500-155 C.E.S. DWG. NO. NPN12052 REVISIONS: � JV 1 08-21 -12 PRELIMINARY VH t" JH REMOVE PULL80X VH 2 08-29-12 PER POWER MEET': VH CD FINAL .II4 WILL NUMULK: SCALE: 1 8 OF 10 N.T.S. I a NOTES: ' I)IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROPERTY OWNER & NECESSARY UTILITY COMPANIES FOR THE LOCATION OF ALL EXISTING BELOW GRADE UTILITIES AND REQUIREMENTS FOR DEPTH. SIZE AND SEPARATION PRIOR TO BEGINNING CONSTRUCTION. 2)PROPOSED UTILITY SERVICES SHOWN NEED TO BE VERIFIED & APPROVED BY UTILITY COMPANIES BEFORE START OF CONSTRUCTION. CONTRACTOR TO VERIFY WITH CLIENT PROJECT MANAGER TO OBTAIN FINAL APPROVAL. 3)CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE COSTS ASSOCIATED WITH EXISTING BELOW GRADE UTILITIES AND SHALL IMMEDIATELY INFORM CLIENT OF ANY ACCIDENTAL DAMAGE TO EXISTING UTILITIES BY TELEPHONE AND E-MAIL REGARDLESS OF ABILITY TO REPAIR OR MITIGATE. A FOLLOW-UP E-MAIL REPORT WITH DIGITAL PHOTOS WILL BE REQUIRED DAILY UNTIL RESOLUTION HAS BEEN ACCEPTED BY CLIENT AND AFFECTED SERVICE PROVIDERS AND RECIPIENTS. AT THEIR OWN EXPENSE, CONTRACTOR WILL EXERCISE ALL EFFORTS TO HAVE REPAIRS MADE DY OUALIFIED TECHNICIANS AS APPROVED BY SERVICE PROVIDER. THIS IS A GENERAL USE DRAWING ONLY: SPECIFIC DATA AS TO SIZE >r ANDLOCATIONS OF KNOCKOUTS. OPENINGS & INSERTS MAY BE OBTAINED THROUGH ACP. _ VARIATIONS FROM THESE - --__ STANDARDS ARE AVAILABLE ON --?---- -+-- - SPECIAL ORDER ON-CONCDOW UD (BOLT DOWN) COMPOSITE VAVLT ly TYPICAL COMPOSITE VAULT DETAIL 24" X 36" x 30" NO SCALE (UD TO BE MARKED 'CROWN CASTLE-) (VAVLT #1) CITY OF INDIO PERMIT INFORMATION p 1 HDD / OPEN TRENCH A/C STREET FOOTAGE: 0' HDD / OPEN TRENCH CONC. STREET FOOTAGE: 0' HDD / OPEN TRENCH CONC. SIDE WALK FOOTAGE: 0' HDD /OPEN TRENCH GRASSIDIRT PARKWAY FOOTAGE: 46' HDD / OPEN TRENCH TOTAL PROJECT FOOTAGE: 46' 0 o I E< p 1 VAULT 1 ❑ D D E 13 24-'3' X30 ( SPLICE VAUIi) R' �..� J R 2'-0' I a5' / ` ,_-----,,- EXIST. TRANSFORMER #UN105380 NOTE: PROPOSED POWER POINT OF CONNECTION DETAIL •A• L 4'-9• SCALE: 1' =S I 115 UTILITY LINE TYPE LEGEND: CROWN CASTLE CONDUIT -----POWER---- ----GAS -- POWER --- -- GAS -- -----WATER-- -PHONE— STREET --WATER--PHONESTREET UCHT ^IL SEWER —.--.---CABLE TV--- --- - STORM DRAIN VARIES VARIES 60' ISEE DETAIL"A"I I VAULT I D O 24-'3' X30 ( SPLICE VAUIi) 210'± E. C/L OF JEFFERSON ST. & 49't S. C/L OF AVENUE 51. R= 2-0' R 2'-0' I a5' 45' < 22.5' < 90 NOTE: L I'-2' ANY DISTURBED AREAS INCLUDING L 4'-9• LANDSCAPING SHALL BE REPLACED IN-KIND. NOTE: A MINIMUM CLEARANCE DISTANCE OF 18" FROM THE CURBFACE TO THE OUTSIDE OF THE POLE HAS BEEN MAINTAINED. A 4'•0" SIDEWALK MINIMUM WIDTH HAS ALSO BEEN MAINTAINED. NOTE: CONTRACTOR TO ALLOW INGRESS AND EGRESS TO DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION. UTILITY LINE TYPE LEGEND: CROWN CASTLE CONDUIT -----POWER---- ----GAS -- POWER --- -- GAS -- -----WATER-- -PHONE— STREET --WATER--PHONESTREET UCHT ^IL SEWER —.--.---CABLE TV--- --- - STORM DRAIN VARIES VARIES 60' ISEE DETAIL"A"I CROWN CASTLE TO PLACE (1) ELECTRICAL METER PEDESTAL. NOTE: SITE ADDRESS TO BE LABELED ON FACE OF METER PEDESTAL WITH MIN. 2" TALL REFLECTIVE ADHESIVE LETTERING. CROWN CASTLE TO CONSTRUCT (1) 16"x24"x24" CONCRETE PAD 6" ABOVE GRADE PER IID PEDESTAL FOUNDATION DETAIL. EXIST. METER #7991 EXIST. ST. LIGHT PULL BOX ITEM # DESCRIPTION 023'-0" EXIST. TRANSFORMER #UN105380 TO TO MYERS METER I-3" SCH. 40 PVC CONDUIT I.I.D.) O16'-0" MYERS METER TO CROWN CASTLE SITE POLE 2 1-2" SCH. 40 PVC CONDUIT (CC POWER) O6'-0" CROWN CASTLE SITE POLE TO PULL BOX 1 3 1-2" SCH. 40 PVC CONDUIT (CC FIBER) VAULT LOCATION OOKDUH NRYEfpTA VAULT VAULT SIZE D VAULT I 24-'3' X30 ( SPLICE VAUIi) 210'± E. C/L OF JEFFERSON ST. & 49't S. C/L OF AVENUE 51. R= 2-0' R 2'-0' R Y-0' a5' 45' < 22.5' < 90 L 1'-1 L I'-2' L - 2'-4' L 4'-9• CROWN CASTLE TO PLACE (1) ELECTRICAL METER PEDESTAL. NOTE: SITE ADDRESS TO BE LABELED ON FACE OF METER PEDESTAL WITH MIN. 2" TALL REFLECTIVE ADHESIVE LETTERING. CROWN CASTLE TO CONSTRUCT (1) 16"x24"x24" CONCRETE PAD 6" ABOVE GRADE PER IID PEDESTAL FOUNDATION DETAIL. EXIST. METER #7991 EXIST. ST. LIGHT PULL BOX ITEM # DESCRIPTION 023'-0" EXIST. TRANSFORMER #UN105380 TO TO MYERS METER I-3" SCH. 40 PVC CONDUIT I.I.D.) O16'-0" MYERS METER TO CROWN CASTLE SITE POLE 2 1-2" SCH. 40 PVC CONDUIT (CC POWER) O6'-0" CROWN CASTLE SITE POLE TO PULL BOX 1 3 1-2" SCH. 40 PVC CONDUIT (CC FIBER) VAULT LOCATION (NOTE: ALL DIMENSIONS ARE TO CENTER OF STRUCTURE) VAULT VAULT SIZE LOCATION VAULT I 24-'3' X30 ( SPLICE VAUIi) 210'± E. C/L OF JEFFERSON ST. & 49't S. C/L OF AVENUE 51. CROWN CASTLE TO PLACE VAULT #1 (1) 24"x36x30" FIBER SPLICE VAULT LID TO BE MARKED (CROWN CASTLE) AVENUE 52 a/F — — — — RAISED NFIXnx� — — — �— — C I All ca .. W ... ...� ... ... ... ... ... ... ... ... ... ..— CP - — - - Y CONC_ SDEWA Dr+r PKWr .. -------- - -- -- --------- • — usnO BLOCK -4L EXIST. POWER 214'± E/0 C/L JEFFERSON ST. MEASURED ALONG S. CURBFACE EXIST. TRANSFORMER #UN8177U —EXIST. TELCO VAULT -EXIST. TWC PULL BOXES -EXIST. METER #80055 EXIST. ST. LIGHT #88-05 EXIST. TRANSFORMER #UN105380 I PROPOSED POWER POINT OF CONNECTION CROWN CASTLE TO REPLACE (1) 30'-0" EXISTING ROUND STEEL STREET LIGHT POLE #NT WITH (1) NEW 31'-0" MODIFIED ROUND STEEL STREET LIGHT POLE AT THIS LOCATION. TOTAL STRUCTURE HEIGHT: 36'-11" EQUIPMENT TO CONSIST OF: a) 1-11" (DIA.) X 70.91 (KATHREIN 800-10360) TRI -SECTOR ANTENNA b) 3-23.3"L x 10.6"W x 5.9"D (KATHREIN 840-10525) PANEL ANTENNAS, FLUSH MOUNTED c) 1-101 x 6.5"W x 3.5"D POWER BREAKER/DISCONNECT BOX d) 1-11.946"L x 7.154"W x 34.115"H BTI RADIO SHROUD. e) 1-32.71 x 5.8"W x 6.1"D ION-M17P/19P AVENUE 52 12:aO 2• CC POWER 1.5" ST. LIGHTING //-2" CC FlBE$ . 6'-0• `X •SIO 9:00 3:00 L 9'-4• (I8) 1/2• COAX CABLES (I) CROWN CASTLE BTI UN AND (I) POWER BREAKER/ DISCONNECT BOX (6:00) N W S GRAPHIC SCALE 20 0 10 20 FEET SITE NAME: LAD088-05 LA GUINEA SITE INFORMATION: (PRELIMINARY ADDRESS) SIS AVENUE 52, 2141 EAST OF JEFFERSON ST. LA OUINTA,CA (STEEL STREET LIGHT POLE) r SHEET TITLE: SITE PLAN LlG WN AOSTL E Crown CasUe 1100 DEXTER AVE SURE 250 SEATTLE, WA981109 FUAna Frccrn Ta T. ni® engineering services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. SuOe 1, Mission H21s, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 r C.E.S. PROJECT NO.: 76000500-15 C.E.S. DWG. NO. NPN12052 Hevl6wns:DJV 1 08-21 — 12 PRELIMINARY °O VH JH D REMOVE PULLBOX VH 2 08-29-12 PER POWER MEET °C' VH CD FINAL 05° JH DAYiLK a: a: DBurzn: a: oc: DwrrzK: — aneel numnen: 9 OF 10 E i 52 3'•PVC SCHEDULE 80 COUPLING / (BY CUSTOMER) AI - - -'. 1A �--- STANC-OFF BRACKET ALUMA FORM CAT. 9 -CSO -12 W/ .3•• STRAP Kir 10 1/2--- S' (Mira) (BY CUSTOMER) \� SECTION A -A SCHEDULE 80 CONDUIT CUSTOMER) FINISH GRADE WITH 907 COMPACTION (BY CUSTOMER) PEAT •1 -- PVC SCH. 40 SWEEP GRAVEL I I SEE NOTE 9 (BY CUSTOMER). �D! PVC SCH.80 SWEEP --K 36° RADIUS (NOTE 9) (BY CUSTOMER) RISER/CONDUIT DETAIL N.T.S. CONTRACTORS NOTES 181.11 NOTES: 1. ALL JOINTS TO BE CEMENTED WITH APPROVED PVC CEMENT. 2.CALL. I.I.D. IN COACHELLA VALLEY (760) 398-5828 48HRS IN ADVANCE FOR INSPECTION. 3. CALL I.I.D. IN IMPERIAL VALLEY (760) 482-3300 48HRS IN ADVANCE FOR INSPECTION. - 5' MIN NORDIC FIBERGLASS SECONDARY PULLBOX CAT. NO. PR. 170 COLOR: DEAD GRASS (BY CUSTOMER) GRAVEL 2 O o to -U a}i X17• (MIN.) (BY CUSTOMER) PVC SCH 40 SWEEP, SEE NOTE 9 (BY CUSTOMER) 1. MUST OBTAIN I.I.D. APPROVAL FOR USE. 2. CONTRACTOR SHALL DO ALL TRENCHING. (REFER TO CONTRACTORS NOTE 1A -G.) 3. CONTRACTOR SHALL INSTALL CONDUIT RUNS, PULLBOX AND RISER MATERIAL ON I.I.D. POLE. CONTACT ENG. FOR LOCATION ON POLE. 4. CONTRACTOR SHALL INSTALL PULLCORD IN CONDUIT RUN BETWEEN PULLBOX AND METER. a 5. CONTRACTOR SHALL CALL ENGINEERING FOR TRENCH INSPECTION PRIOR TO BACKFILLING. 6. -CONTRACTOR SHALL BACKFILL AFTER I.I.D. INSPECTOR'S APPROVAL. TRENCH SHALL BE FREE OF ROCKS ADJACENT TO CONDUIT & PULLBOX. (REFER TO CONTRACTORS NOTE 1A -G.) 7. CHECK WITH ENGINEERING DEPT. FOR SPECS. ON COMMERCIAL SERVICES. 8. ALL MATERIAL SHOWN ON SKETCH EXCEPT POLE SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR AT HIS EXPENSE. 9. REFER TO TABLE 5 RISER SWEEP RADIUS. (PAGE 24) IID UNDERGROUND DISTRIBUTION STANDARDS SECONDARY RISER * �wrrH A i LLBOX "SURME N.T.B. I RSV 06 CF4--10-t0I IL GAPMGSR MJW Y. NTNG Srn c I REV. No. I DATE I CHAIRMAN STANDARD'S I APPROVED I.I.D. UNDERGROUND DISTRIBUTION STANDARDS Undemround conduits. ducts, conduit Rttinas. and soalina compound: A. Condrd nab shall not coag each other when on the same level andfor pare. S. Primary condde, Mae be burled a minimum depth of four IM (41. Secondary and service conduits shall be buded a mimnum depth .l two and one hall feet (2%1. C. Sims and anangemenh of condults Mae be as shown on the drawings. D. Where the external diameter of the conduit Is smaller pan the diameter or me opening in the vault wall, the reduction N conduit diameter Man take place two feat (21 from the exremal wall of the vault Rater to Drawing A t Undemround eontluhs, studio, conduit Rtdnga, and sealing compound continued: K The Installation ambages Mall mandrel al (nnduh n nS to and including service dust. IID stall wowide U. mi ndrd and irspecmr. Inspection schudulea aresubject to a minimum 48 hour advance notice and an, by appointment only -La Qulna (760) 3S8-5828: bnpedal (7601482- 3300). L The insanetion of the conduit system will be conducted by a single conaria or other entity M give the project continuity, reducing the possibi iry of deviations from the G.O. 128 regulations. S. Transformer pads, "unction pads, precast vaults, [unction sleeves: A. An conduit entering transformer pads shall be W of V to I' (inch', from above ere top of the pad. B. AI oWdult entering secondary pull betas a splice boxes shalt be W oft T to 9' (meas) above de pea gravel. C. Single phase transformer Pads installed adjacent to roads shelf have the primary conduits installed closest to the rm0. and secondary conduits installed may from the road. (Comact the appropriate IID Customer Service Project Manager) D. Transformer palls, pull boxes, manholes. vaults, and switch pad installations. Man be insalbd 3' above final grand (wham not Installed along sidewalks) and tush with final sidewalk for Rase types of immlatiom. In areas With sloping cont- greater than W to the fool the top edge shall be set as shown below highest point of slope. (In m case anal gene be mare Uan Y o1 slope in 1• (fWU of horizontal measurement) E Transformer Pad inspection: when the contractor receives or instals e Transformer Pad that has a cWtiWous pock ekes ghee aid. (side. top, and inside wndow) his pad will be rejected by the IID inspector. When a cma is noncorlllnuas and the me k exceeds IW (.032) -wide, the dadador may make appropriate repairs to the crack with a manufacture approved epoxy egkw a CIA -GEL 7000. The contractor will inform the IID rty Inspector of acrack repair to be made before repair Is made. F. Contractor is responsible for permanent and waterproof markings on all interior vaun k-dimus, any and al con dull coWnd t =a, astub outs. with the conduit number comespording to the nunber Mown on the plans. G. Contractor shag seal or grout around seams, hid sectorls, and duan entero( vsults and pundoxes to prevent call and water mating at pmts or openings. K. VAmo the external diameter of the conduit la smaller than the diameter of the opening in the vault wall, the reduction in conduit diameter shelf take pace two 6ect (2') man the external wag of the vault War to section 413 Rohr to OrawI- a I 1. CondactafDeveloper slag keep all debris away from IID's transformer P.M. primary vau0s. secondary pug boxes, and other IID equipment W give IID personnel access during the duration of the project. 6. Markino tape over conduit: A. Convector shall Install 2' lieu guard III lax+. cod Or Cuat :min back "enng 'CAU(1ON 111.nIE0 ELECTRIC LINE UELOY: (See Standard 100.51 B. Compeller W.n Instar a mkmdn tape 12" stove the power duos. L Standard 100.51 7. Socondary oullbox: Sa.-dgry p0lb-, must be n the drawings. Surface secondary pullbox umT,= in all Imperial Ir9abar L'sillel*k ,xlarj Canab-c6an RP.tMPnM:d9n09M ilii./ -191.11 S. gamin weld around rods 6B' x 10% A Tn nrunph vdm Gerenal Omer 128. rule 21.5A, ibe contractor IS nw,uhad b: coria. and install. a minimur of two (2) 5W x to Copperned 9,du d: Ws ?m, - Installed at each trace(anme• pad and junc0cn pad. aw pn:ney va•dc is.. 6ard.,4A In cc fen dein S. TIB devotoper.01 oomsponslole W dr" any and ad grourd ncas In the syumm mm Is a joint Trench. This will as predahmmined and ou iplend bafaa IID -suction crews arrive pn the lob. C. Trench and padgrounding RI.fp r..,--mndc-rsto-.Standard 190]-19031 Thrall phase U:nsfbmdr reference StD•'mddrd 190.3.1aCr3' Ringer, pnnse:col reteren- Sanda•d 100.4490.M Three pease seaa,Cfgence Sbu'dard }9jy5-19051 9. Guard poste: A. Guard posts ship h9 a dlamMPr ape -henule 40 bisdk dud mlled legal. p9n-W hlgh visibiliy yegow. Sol S:.dad 18 1.0 for c0.l tq fJs'foudahpl reaW coon ts and tymsel location of poll, ammd tit) Plillatl-m SITE NAME: LAD088-05 LA OUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) SIS AVENUE 52, 214'± EAST OF JEFFERSON ST. LA OUINTA, CA (STEEL STREET LIGHT POLE) r SHEET TITLE: I.I.D. UNDERGROUND DISTRIBUTION STANDARDS 0 CW N ASTLE Crown CasUe 1100 DEXTER AVE SURE 750 SEATTLE, WAS8109 PREPARED BY: i® engngin®sting services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hells, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 C.E.S. PROJECT NO.: 76000500-15 C.E.S. DWG. NO. NPN12052 r REVISIONS: 1 108-21-121 PRELIMINARY REMOVE PULLBOX MEE 2 08-29-12 PER POWERRMEETo< VH CD FINAL IH bXttI NUMULK: SCALE: 1 10 OF 10 N.T.S. _�k ?' CROWN CASTLE TO PLACE VAULT #1 60'(1 ) 24"x36"x30" FIBER SPLICE VAULT 51' 9, TO BE MARKED (CROWN CASTLE) I I I 3 VAULT I 2T a � 24 r35 -x30" (SPLICE VAULT) 248'1 N. CA OF AVENUE 52 & 53'1 E. CA OF JEFFERSON ST. HDD / OPEN TRENCH GRASS/DIRT PARKWAY FOOTAGE: 306' HDD / OPEN TRENCH TOTAL PROJECT FOOTAGE: 2" CC FIBER I � a t>t a 2- CC POWER y (n FH I I C mz 3:00 CWWIT CURVE OMA s n m R = Y-0' R = 30'-0' R = 12'-6' I c� C, � 1 1- / •� I r O m m N I I 9:00 ,1\ 1.5" ST. LIGHTINGJ O UTILITY LINE TYPE LEGEND: CROWN CASTLE CONDUIT --- -- GAS -- --r— ... —..—..—STREET LIGHT .. .OILSEWERABLE TV------- -STORM V--- --- STORM DRAIN _ _ — (1) CROWN CASTLE STI UNIT AND (1) POWER BREAKER/ DISCONNECT BOX (6:00) (18) 1/2" COAX CABLES CROWN CASTLE TO REPLACE (1) 30'-1" EXISTING ROUND STEEL STREET LIGHT POLE WITH (1) NEW 30'-0" MODIFIED ROUND STEEL STREETLIGHT POLE AS THIS LOCATION. I \ TOTAL STRUCTURE HEIGHT: 35'-11" EOUIPMENT TO CONSIST OF: G) 1 -II" (DIA.) X 70.91 (KATHREIN 800-10360) TRI -SECTOR ANTENNA b) 3-23.31 x 10.6"W x 5.9"D (KATHREIN 840-10525) PANEL ANTENNAS, FLUSH MOUNTED c) 1-101 x 6.5"W x 3.5"D POWER BREAKER/DISCONNECT BOX I \ d) 1-11.9461 x 7.154"W x 34.115"H BTI RADIO SHROUD. e) 1-32.71 x 5.3"W x 6.1"D ION-M17P/19P ORI PXWY. ___z NOTES: I)IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROPERTY OWNER & NECESSARY UTILITY COMPA14JES FOR THE LOCATION OF ALL EXISTING BELOW GRADE UTILITIES AND REQUIREMENTS FOR DEPTH. SIZE AND SEPARATION PRIOR TO BEGINNING CONSTRUCTION. 2)PP,OPOSED UTILITY SERVICES SHOWN NEED TO BE VERIFIED & APPROVED BY UTILITY COMPANIES BEFORE START OF CONSTRUCTION. CONTRACTOR. TO VERIFY WITH CLIENT PROJECT MANAGER TO OBTAIN FINAL APPROVAL. 3)CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE COSTS ASSOCIATED WITH EXISTING BELOW GRADE UTILITIES AND SHALL IMMEDIATELY INFORM CLIENT OF APIY ACCIDENTAL DAMAGE TO EXISTING' UTILITIES BY TELEPHONE AND E-MAIL REGARDLESS OF ABILITY TO REPAIR OR MITIGATE. A FOLLOW-UP E-MAIL REPORT WITH DIGITAL PHOTOS WILL BE REOUIRED DAILY UNTIL RESOLUTION HAS BEEN ACCEPTED BY CLIENT AND AFFECTED SERVICE PROVIDERS AND RECIPIENTS. AT THEIR OWN EXPENSE. CONTRACTOR WILL EXERCISE ALL EFFORTS TO HAVE REPAIRS MADE BY QUALIFIED TECHNICIANS AS APPROVED BY SERVICE PROVIDER. THIS IS A GENERAL USE DRAWING n ONLY: SPECIFIC DATA AS TO SIZE AND LOCATIONS OF KNOCKOUTS. OPENVGS & INSERTS MAY BE OBTAINED THROUGH ACP. VARIATIONS FROM MESE STANDARDS ARE AVAILABLE Ory SPECIAL ORDER \ `NON -CONCRETE UD (BOLT DOWN) \7.• M' \ COMPOSITE VAULT Ia TYPICAL COMPOSITE VAULT DETAIL 24' x 36- X 30 - NO SCA E (LID TO BE MARKED -CROWN CASTLE-) (VAULT #1) ITEM # DESCRIPTION 023'-0" EXIST. TRANSFORMER #UN105330 TO TO MYERS METER I-3' SCH. 40 PVC CONDUIT I.I.D.) 360'-0" MYERS METER. TO CROWN CASTLE SITE POLE O 1-2" SCH. 40 PVC CONDUIT (CC POWER) O5'-0" CROWN CASTLE SITE POLE TO PULL BO'/. I 3 1-2" SCH. 40 PVC CONDUIT (CC FIBER) VAULT LOCATION (NOTE: ALL DIMENSIONS ARE TO CENTER OF STRUCTURE) VAULT VAULT SIZE LOCATION VAULT I 24 r35 -x30" (SPLICE VAULT) 248'1 N. CA OF AVENUE 52 & 53'1 E. CA OF JEFFERSON ST. EXIST. METER #7991 h — EXIST. ST. LIGHT PULL BOX — EXIST. ST. LIGHT #88-05 A VENUE 52 I Xzz — —I-— �'7/ � FRONT 7 / IS' DR' PYtt. EXIST. METER PEDESTAL 203'± E/0 C/L JEFFERSON ST. MEASURED ALONG S. CURBFACE P 1-800-227-2600 alba`¢ ia�maa" TICKET If .m"�� E �� awt vxwr. NVP D BL«A wuL WI RF �EXIST. TRANSFORMER #UN8177U EXIST. TELCO VAULT EXIST. TWC PULL BOXES EXIST. METER #80055 EXIST. TRANSFORMER #UN105380 PROPOSED POWER POINT OF CONNECTION CITY OF INDIO PERMIT INFORMATION HDD /OPEN TRENCH A/C STREET FOOTAGE: 82' HDD / OPEN TRENCH CONC. STREET FOOTAGE: 0' HDD / OPEN TRENCH CONC. SIDE WALK FOOTAGE: 0' HDD / OPEN TRENCH GRASS/DIRT PARKWAY FOOTAGE: 306' HDD / OPEN TRENCH TOTAL PROJECT FOOTAGE: 388' NOTE: A MINIMUM CLEARANCE DISTANCE OF 18" FROM THE CURBFACE TO THE OUTSIDE OF THE POLE HAS BEEN MAINTAINED. A 4'-0" SIDEWALK MINIMUM WIDTH HAS ALSO BEEN MAINTAINED. NOTE: ANY DISTURBED AREAS INCLUDING LANDSCAPING SHALL BE REPLACED IN-KIND. NOTE: CONTRACTOR TO ALLOW INGRESS AND EGRESS TO DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION. Ili C/F —� M C/F - —CA—[ o C/F .1 �, T •�- DUI —�—I �•-- - ----- - - — - —= - = =PA I 1 - I O I � a � y *RI f CWWIT CURVE OMA s D © 0 GRAPHIC SCALE R = Y-0' R = 30'-0' R = 12'-6' 20 0 10 20 < 90 <1 • 73'26'23' < • 1857'47' L 4'-9' L " 38'-5' L = 4'-2• FEET SITE NAME: LAD088-05 LA OUINTA SITE INFORMATION: EIS JEFFERSON ST. 2431 RIO AVENUE 52 LA OUINTA, CA 92253 (STEEL STREET LIGHT POLE) r- SHEET TITLE: SITE PLAN 0 CCA�TLE Crown Castle 1100 DEXTER AVE. SURE 250 SEATTLE, WA 98109 — PLANS PREPARED BY: PON Alma cable engineering Services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898.2352 Fax No.: (818)898-9186 — C.E.S. PROJECT NO.: 76000675-15 C.E.S. DWG. NO. NPN12052 KtVIb"J"', JB 1 04-01-13 PRELIMINARY °C` VH a" JH wr osR os" 1Tn. OS" ax,F�a.R: as" aRAFrtR: —SNthl NUMBER: 9 OF 10 r �(ZNa uo r Ruo w I R49 CA WATERMARK N PEO CRO SINI a . VILLAS F USE CROSSWALI R2 sh aHEAo 350' 350' J ' 350' 600' W20 -1I \®V C17 (CA) C17 (CA) C30 MAD �yV Mum 40 wzas (�Tt 30 W42 D7DSIU NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M.U.T.C.D.) 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 CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10'(12- TYR) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. 7. THIS IS A TYPICAL. THE CONTRACTOR MAY CHOOSE TO WORK IN ONLY 1 OR 2 SECTIONS PW Wo1Dc O Cl an IRE r* H ,' A °R z 0 0 0 c 4 p 4 0 7 n s 0 4 0 0 � 1119) E 0 a {) U'Ji4 f on D a oa il o IRE r* H ,' A °R z 0 0 0 c h 4 0 i4 0 4 0 0 � 1119) N.1 a {) n 0 on D a oa il o 0_q— -0-0 4 0 , 0 a 0 a 0 4 a a D 0 a 0 4 a 0 . '0 0 0 0 ,0 3 0 0 0 J 0 0 0 0 0 D 0 9 0 0 a 0 00' an D 0 0 0 a n = n a 0 0 's ( S &", -v . -- Z ' - 3 a , ►� . L,,(,� C(osu-tee ztior� i '2�r El a pox-�O ✓v. -7 iAa5 DORADO ODRDO 500' 6.( , i oa��oz:,azr =.� i obP ���a3yZy��vaa��oao��v�c o z: WO K AREAjo�av�a �4�a rwoaa »'��.•:xao �_. .—� C30 , a�• I' I• c 1 z oxu: � �7- 3 o x ROSEWOOD LN awma C17 SPEED AHEAD LAD088-UG04 UNDERGROUND AVENUE 52 & JEFFERSON ST. Installation/Placement of Fiber Optic Cable Pftecofthft est Comm., Inc. Scott (714) 348-715 Pacifi TraftCaft N" ftww BY ChIdW By Tops N Barricades, Inc. Matt Upp Ron Fifield wum Div ShM Numb (800)852 -TOPS X5 10/23/12 1 of 2 F 0 0 �4G �} 41.1 q \ cz0.z N �,`� . END WATERMARK ROAD WORK VILLAS,/ —9 • -5- 1 ow�a❑11,,, f L •�\\`�11 20 y Z W Ii U. W NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M.U.T.C.D.) 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 CITY OF LA QUINTA REPRESENTATIVE. 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. 4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYP.) TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. 7. THIS IS ATYPICAL. THE CONTRACTOR MAY CHOOSE TO WORK IN ONLY 1 OR 2 SECTIONS EACH DAY. W" N 0 0 4 0 �7 0 4 u D �a�iav 0 0 0 0 4 0 i41 00 D a 00 0 0 n4 o� ? 0 0 ] 41 i a 0 0 0 a � N 0 to 40 7 WORK W -7s C17(CA)�uw C17(CA)mlvm Am W RO"O _- _- rvoas I SPEED 0 vuu x aau - 44U JYV K VAD Zwv VR' C* ' l �. J1 6;gs �o� c� c a '� o '- -, 7_ � � � ::-a •:� � a =, c:i 7 � �l � � , � � •_ REAj=sem=►. .���a 4 _ �,. �� T.�� ,_ _ CA) - K7 RI.7 - 1H ' C E/ni � ROAD WORK m = a Q W 0 CD ROSEWOOD LN lam`'"`•" C �os�''� �=l �a.l-, — 2 = 3 ��, 0 i pFESSr LA0088-UG04 UNDERGROUND �� AVENUE 52 & JEFFERSON ST. ti/ j � Rj IIiAC1:OR0/711Q installation/Placement of Fiber Optic Cable AEE 17, ffA84 .6-.30-13 _ _ Pacific West Comm., Inc. Scott (714) 348-715: `Sl TRA F F �G ��P Trric C1><6d oeiyl bl Pwpno ft Cho �dOf qlF of ca�YF°R Tops N Barricades, Inc. Matt Upp Ron Ffield usla (800)852 -TOPS 55 0/23112 2 of 2� :)" (,t�- �7 0 J �t D 0 0 fl � i� J •_ 4 Q 40Q'(1 0 0 0 0 0 0 0 1?, 00 D a 00 0 0 n4 o� WM 0 0 0 0 0 0 0 0 0 a 0 0 00 0 0 0a 9 0 a 0 0 0 0 0 0 0 00 0 0 0a a D 0 0 as 00 on u0 00 0 a D 0 0 0 Q�q0 0 to 40 7 WORK W -7s C17(CA)�uw C17(CA)mlvm Am W RO"O _- _- rvoas I SPEED 0 vuu x aau - 44U JYV K VAD Zwv VR' C* ' l �. J1 6;gs �o� c� c a '� o '- -, 7_ � � � ::-a •:� � a =, c:i 7 � �l � � , � � •_ REAj=sem=►. .���a 4 _ �,. �� T.�� ,_ _ CA) - K7 RI.7 - 1H ' C E/ni � ROAD WORK m = a Q W 0 CD ROSEWOOD LN lam`'"`•" C �os�''� �=l �a.l-, — 2 = 3 ��, 0 i pFESSr LA0088-UG04 UNDERGROUND �� AVENUE 52 & JEFFERSON ST. ti/ j � Rj IIiAC1:OR0/711Q installation/Placement of Fiber Optic Cable AEE 17, ffA84 .6-.30-13 _ _ Pacific West Comm., Inc. Scott (714) 348-715: `Sl TRA F F �G ��P Trric C1><6d oeiyl bl Pwpno ft Cho �dOf qlF of ca�YF°R Tops N Barricades, Inc. Matt Upp Ron Ffield usla (800)852 -TOPS 55 0/23112 2 of 2� :)" (,t�- t V