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12066 (2)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 Minot Improvement Permit - Class IV DATE: 9/27/2012 LOCATION OF CONSTRUCTION: Eisenhower Park; 53480 Eisenhower Dr.; Cross Street Calle Colima PURPOSE OF CONSTRUCTION: Crown Castle LAD 088-02; Place 1 24x36" Fiber Splice Box and 286'1-2" DESCRIPTION OF CONSTRUCTION: 24x36" Fiber Splice Box and 286'1-2" Conduit DIMENSION OF INSTALLATION OR REMOVAL: APPROXIMATE TIME WHEN WORK WILL BEGIN: 10/1/2012 TIME OF COMPLETION: 1 ESTIMATED CONSTRUCTION COST: $2,500 (Including removal of all obstruction, materials, and and placing permanent resurfacing and/or replacing improvements) COMMENTS This Permit is for Work Within the Public's Right -of -Way ONLY; Work Within Eisenhower Park Needs Approval of the Building Permit In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occuring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Crown Castle - Stephen Patino Name of Applicant PWC, Inc. - 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 �� v= — Signature of Applicant or Agent 1100 Dexter Ave #250, Seattle, WA 98109 Business Address 805-234-1431 Telephone No 900 W. Gladstone, San Dimas, CA 91773 909-592-4321 Business Address Telephone No. Finance Revenue Code Inspection Fee E_1 $0.00 Permit Fee E_1 $100.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, EE=B $0.00 if required TOTAL $100.00 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: 12066 DATE ISSUED: 1 ?dry' 1 EXPZ BY: �� WORK INSPECTED BY':_ keL, "Ljo-A, PERMIT COMPLETION DATE`: I . IS; I j If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. y City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 12066 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch ('/d') 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. . �. A .- . 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. 12066 Crown Castle (LAD088-02) / Place (1) 24" x 36" Fiber Splice Box and 286' of (1) 2" Conduit / Eisenhower Park; 53480 Eisenhower Dr; Cross St Calle Colima 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 Engineer II) of the private land owner whom is being encroached upon. 4. This permit is for work within the public right-of-way only. Work within the Eisenhower Park requires approval of a building permit from the Building and Safety Department. 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 (Steve Patino) 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. 12066 Crown Castle (LAD088-02) / Place (1) 24" x 36" Fiber Splice Box and 286' of (1) 2" Conduit / Eisenhower Park; 53480 Eisenhower Dr; Cross St Calle Colima 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 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. 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 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 Special Conditions Page 2 of 6 PERMIT NO. 12066 Crown Castle (LAD088-02) / Place (1) 24" x 36" Fiber Splice Box and 286' of (1) 2" Conduit / Eisenhower Park; 53480 Eisenhower Dr; Cross St Calle Colima 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 Engineer II at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. Special Conditions Page 3 of 6 PERMIT NO. 12066 Crown Castle (LAD088-02) / Place (1) 24" x 36" Fiber Splice Box and 286' of (1) 2" Conduit / Eisenhower Park; 53480 Eisenhower Dr; Cross St Calle Colima 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 plan for review and approval prior to start of construction or parking on the paved R/W. 33. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected 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 Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Special Conditions Page 4 of 6 • � � v r J t PERMIT NO. 12066 Crown Castle (LAD088-02) / Place (1) 24" x 36" Fiber Splice Box and 286' of (1) 2" Conduit / Eisenhower Park; 53480 Eisenhower Dr; Cross St Calle Colima All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 35. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 36. All landscaping, irrigation, decorative rock, decorative concrete, 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 '/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2 -AR -4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. Special Conditions Page 5 of 6 PERMIT NO. 12066 Crown Castle (LAD088-02) / Place (1) 24" x 36" Fiber Splice Box and 286' of (1) 2" Conduit / Eisenhower Park; 53480 Eisenhower Dr; Cross St Calle Colima 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 1/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. 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 Vork Area Traffic Control Handbook 41 Right Hand Lane Closure on Far Side of Intersection Optional Optional--\\ Ppti.nal E A A Optional right turn area `-V All 13 A . . . . . . . . . . . . . . . . . . . A ............ aw ZIP 0 affil OF 'r�f2f,� ,- 1 CA MUTCDTA-22B (CA) (Moed) NOT TO SCALEb. r. 1 34 Work Area Traffic Control Handbook Work Aa i q Mid Block Bike Lane Closure NOT TO SCALE 30 Work Area Traffic Control Handbook Work On Shoulders CA MUTCD TA -3 (Modified) NOT TO SCALE f i �' I . . ....... ...... . dbook Work Area Traffic Control Handbook Mid Block Right Lane Closure 0 ALE 3 , 1 NOT TO SCALE I I Im TYPICAL SHOULDER CLOSURE ID RR>aT . CLOSED OED W21 -SDR SEE TABLE 1 FOR CONE SPACING SHOULDER WORK AREA p O 0 • ATE 4 1/3 A _^_I AND TABLE 2 L D ADVANCE WARNING SIGNS, SEE TABLE1 SEE TABLE SEE TABLE 3 'I • i • i • • i • i • • 777 —� A • • • WORK AREA 0 O o SHOULDER • �1/ • •SEE TABLE 1 FOR CONE SPACING ,-INSEE TABLE 1 ROAD TYPICAL LANE CLOSURE FORAD ` W20-1 A❑ C20 (CA) (Rt) H4-2 TABLE t TABLE 2 TABLE 3 APPROACH • Min *Min Max SPACING SPEED L L/3 OF CONES mph ft ft. ft 20 AND BELOW- 80 30 20 25 125 45 25 30 leo 60 30 35 245 85 35 40 320 110 40 45510 180 45 50 600 200 50 OVER 50 1 SEE NOTE 3 • USE L OR L NE WIDTHS LESS THAN OR EQUAL TO 12'. DOWNGRADE APPROACH Min Min D w SPEED D -3y -6Y -5y mph ft ft ft ft 25 AND BELOW 155 158 165 173 30 - 200 205 215 227 35 250 257 271 287 40 305 315 333 354 45 360 3T8 400 427 F01EIER 0 425 446 . 474' 507 50 SEE NOTE 3 ON SUSTAINED DOWNGRADE STEEPER THAN -3 CENT AND LONGER THAN 1 MILE. 1crc�I.N PANEL S1 (Mini • TRAFFIC CONE 36" z 36" ' 0 TRAFFIC CONE (OPTIONAL TAPER) QB 36" x 1 B" F . TEMPORARY SIGN t DIRECTION OF TRAVEL ® FLASHING ARROW SIGN (FAS) an FAS SUPPORT OR TRAILER ;4 PORTABLE FLASHING BEACON /IN DISTANCE BETWEEN SIGNS ROAD TYPE Min A ft) URBAN (SPEED 25 m h OR LESS) 100 URBAN (SPEED 30 mph OR MORE) 350 RURAL 500 EXPRESSWAY / FREEWAY SEE NOTE 3 NOTFSI 1. California code are deelggnoted by (CA). Otherwise, Federal (MUTCDI Codes are shown. 2. A 020-2 "END ROAD WORK" signp as appropriate, Cha 11 De PICCad of the end Of tlw lane Closure unless the and of work wed is obvious, or ends within a larger project's Il mite. 3. For approach. eDeeds over 50 mph. use the Tro1f o Control Systam for Lane Closure On freewaya And Expressways" plan for Ione Closure details and requirements. 4. D Is longitudinal buffer space and Is optlonoI only when work area Is beyond the shoulder or Clear recovery zone where there Is no shoulder. O® SEE NOTE 2 • STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON MULTILANE CONVENTIONAL HIGHWAYS NO SCALE I 1 work on Freeways and Expressways with speeds of 65 mph or greater shall meet the Standard Plans and Standard Specifications of Caltrans. rn Posted Speed or observed operating speed (whichever is greater). tat Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head-on conflict. (4) Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas. (5) Sign spacing in rural areas should be 500 R •i sm u _ f a MINIMUM RECOMMENDED CHANNEUZING DEVICE AND SIGN SPACING SPEED °S" MPH(4 DIMENSION A SIGNSPACING(-) ft DIMENSION B MINIMUM MERGING TAPER L ft DIMENSION C MINIMUM SHIFTING TAPER 1/2 L ft DIMENSION D MINIMUM SHOULDER TAPER 1/3 L ft DIMENSION E BUFFER SPACE 14) ft MAXIMUM CHANNELIZER SPACING TAPERS ft MAXIMUM CHANNEUZER SPACING TANGENT ft 25 100 125 63 42 158 25 50 30 250 180 90 60 205 30 60 35 250 245 123 82 257 35 70 40 250 320 160 107 315 40 80 45 350 540 270 180 378 45 90 50 350 600 300 200 446 50 100 '55 500 660 330 220 520 50 100 60 500 720 360 240 598 50 100 651'l 500 780 390 260 ' 682 50 1 100 work on Freeways and Expressways with speeds of 65 mph or greater shall meet the Standard Plans and Standard Specifications of Caltrans. rn Posted Speed or observed operating speed (whichever is greater). tat Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head-on conflict. (4) Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas. (5) Sign spacing in rural areas should be 500 R •i sm u _ f a 1 1 SYMBOL DESCRIPTION B/O/W BACK OF WALK £/O/D EDGE OF DIRT W/L WHITE LINE R/0/W RIGHT OF WAY £/0/P EDGE OF PAVEMENT CIL CENTERLINE CIF CURBFACE P/L PROPERTYLINE —X—X—X—X—X— FENCE WALL DRIVEWAY COLIMA BUSHES TREE • PROPOSED SITE POLE ® EXISTING UTILITY POLE � STREETLIGHT • PARKING METER/STREET SIGN X DOWN GUY (� FIRE HYDRANT o UTILITY VALVE Fp UTILIYAMHOLE ® SEWER MANHOLE ■ SQUARE PENT ♦ ROUND VENT � DIG -ALERTS S HANDICAP RAMP FIELD SYMBOLOGY 0 CONSTRUCTION DOCUMENTS for the construction of the eASTLE O WN LAD088-02 1 OF 9 TITLE SHEET 7 OF 9 SITE LOCATION PHOTOS 2 OF 9 EQUIPMENT DETAILS 8 OF 9 SITE PLAN 3 OF 9 TRI—SECTOR UNICELL MOUNTING DETAILS 9 OF 9 I.I.D. UNDERGROUND 4 OF 9 GROUNDING DETAILS DISTRIBUTION STANDARDS 5 OF 9 RF INFORMATION 6 OF 9 ELEVATIONS NOTE: COA TO BE INCLUDED AS SEPARATE ATTACHMENT SHEETINDEX THE PROJECT CONSISTS OF THE INSTALLATION OF WIRELESS ANTENNAS AND ASSOCIATED EQUIPMENT ON A NEW 29'-0" ROUND STEEL PARK LIGHT. TOTAL STRUCTURE HEIGHT: 34'-11". THIS NODE SITE IS PART OF A DISTRIBUTED ANTENNA SYSTEM (DAS). EQUIPMENT CONSIST OF: a) 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) 1-24"L x 11.5"W x 4.5"H WALL MOUNTED METER (100 AMP). e) 1-11.946"L x 7.154"W x 34.115"H BTI RADIO SHROUD. f) 1-32.7"L x 6.1"W x 5.8"D ION-M17P/19P. h) 2-24"L x 36"W x 30"D FIBER SPLICE VAULT AND -17"L x 30"W x 24"D POWER PULL BOX. i) 5' OF I.I.D. 2" CONDUIT AND 286' OF CROWN CASTLE 2" CONDUIT. j) ANTI-GRAFITTI PAINT OR CLEAR -COAT TO BE USED ON ALL METERS AND POLES k) ALL ANTENNAS AND EQUIPMENT TO BE PAINTED TO MATCH POLE. PROJECT DESCRIPTION COORDINATES I LATITUDE: 33.66005544 N I LONGITUDE: -116.307676 Wca 0LU ui LU LU UA LU LU LUCa OWNER: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206 336-7382 FAX: (206) 36-7388 ZONING: N/A APN#: N/A PROJECT SUMMARY CROWN CASTLE CONTACTS: PROJECT MANAGER: PHONE: STEVE WEINGARDT CALLE MONTEREY PHONE: APURAVA BAROT (203) 336-7391 CONSTRUCTION MANAGER: PROJECT AREA (805) 234-1431 ZONING MANAGER: PHONE: STEPHEN GARCIA (480) 225-0151 CALLE COLIMA o � � s ga > i > 3 � � S o 0 o v = o 0 0 Q Q Q Q W Q NN Q T.G. RC 879-F2 VICINITY MAP OWNER: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206 336-7382 FAX: (206) 36-7388 ZONING: N/A APN#: N/A PROJECT SUMMARY CROWN CASTLE CONTACTS: PROJECT MANAGER: PHONE: STEVE WEINGARDT CALLE MONTEREY PHONE: APURAVA BAROT (203) 336-7391 CONSTRUCTION MANAGER: PROJECT AREA (805) 234-1431 ZONING MANAGER: PHONE: STEPHEN GARCIA (480) 225-0151 CALLE COLIMA o � � s ga > i > 3 � � S o 0 o v = o 0 0 Q Q Q Q W Q Q Q OWNER: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206 336-7382 FAX: (206) 36-7388 ZONING: N/A APN#: N/A PROJECT SUMMARY CROWN CASTLE CONTACTS: PROJECT MANAGER: PHONE: STEVE WEINGARDT (805) 732-0576 RF ENGINEER: PHONE: APURAVA BAROT (203) 336-7391 CONSTRUCTION MANAGER: PHONE: STEVE PATINO (805) 234-1431 ZONING MANAGER: PHONE: STEPHEN GARCIA (480) 225-0151 PROJECT TEAM CARLOS PUENTE IMPERIAL IRRIGATION DISTRICT 81-600 AVE. 58TH La Quinta, Ca 92201 PHONE: (760) 398-5837 cpuente@iid.com APPLICANT: CROWN CASTLE 11.00 DEXTER AVE., SUITE. 250 SEATTLE, WA 98109 PHONE: (206 336-7382 FAX: (206) 36-7388 WIRELESS IMPLEMENTATION ENGINEER N/A JURISDICTION: CITY OF LA QUINTA ENGINEERING COMPANY: 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 �NGR•v/1tH-mc�/-r- PEX-wsr-t- (2A66 r -a n- w o ►zlL l,J IrHlN -r *& R/h� OnJLy . SITE NAME: LAD088-02 LA QUINTA SITE INFORMATION: -- 57480 EISENHOWER DR. LA QUINTA, CA 92253 (STEEL PARK LIGHT) — SHEET TITLE: TITLE SHEET —STAMP: Ll C�ATLE Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 - PLANS PREPARED BY: 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.: 76000586-15 C.E.S. DWG. NO. NPN121T7 REVISIONS: MG 1 108-20-12 PRELIMINARY VH 12 1 08-31 -12 I POWPER I.I.D.RE-DESIGN SIGN « VH I 3 109-11-121 CD FINAL — SHEET NUMBER: 1 OF9 KATHREIN KATHREIN MODEL -300-10360 SECTOR MODEL -840-10525 SECTOR: A,B, & C SECTOR: A,B, u C _ 10" SECTOR A TRI -SECTOR AON TOP TOP OF = o a STEEL POLE ANTENNA Q� Myo ` 00 J— a o 5. TOP VIEW 00 STEEL POLE MOUNTING ET ` (ACTUAL VARIES) 10.9 1 I 22 T JAY\ ,q2/ 60 Pti� Lq0 yyo 80p` 12p�Ty SERVICE AREA /� Pti\�pd 05 h 6gp\ /20 Ty �L ®O®® 1 /p`?CU~O� CANISTER �� i1l 2•' _ S��O O aq�/, /ps�S QO2• 1 -I 10.6" , Z � �� 1�/ I"3 o 0' 90' 90' FRONT VIEW SCALE: SCALE: SCALE: SCALE: ANTENNA COAX SCALE: VECTOR DETAIL (TOP ARRAY) N.T.S. 1 ANTENNA N.T.S. 2 VECTOR DETAIL (LOWER ARRAY) N.T.S. 3 ANTENNA N.T.S. SHROUD DETAIL N.T.S. 5 �_T NOTE 9 ^I _L MOUNTING BRACKET I (ACTUAL VARIES) I L946" I KATHREIN 840-10525 PANEL ANTENNA 0 �(3 0 120) 1-1/2 MIN. 1-1/2 MIN. SEE NOTE 6 Ih� InI InI Ind InI SEE NOTE 6 LJ U LJ LJ lJ 3 MIN. ---- �� SEE NOTE 7 NOTE 5 0 0 0 010 0 _ _rr? COAX SHROUD CUSTOMER •-= --= L L L L L L SECTION 1 MIN.y1 1 0 1 0 1 0 SEE NOTE 1 N A N A N A E D E D E D - L J_ -XT- —NEUTRAL I SEE NOTE B NEUTRAL 7.154" L 11.946" I �N F-1/2 MIN. SEE NOTE BTI RADIO SHROUD SCALE: 6 STEEL POLE MOUNTING SCALE: 7 N.T.S. N.T.S. j --j PRODUCT - ANDREW CORPORATION FRONT VIEW SIDE VIEW ION-M17P/19P RADIO\!�/ \/o�l�\, ION-M17P/19P RAD10� �\ MODEL - S-3-CPUSE-L-N TABLE - MINIMUM DIMENSIONS �\ /•I/I </1 SITE NAME: LAD088-02 LA QUINTA SITE INFORMATION: 53480 EISENHOWER DR. LA QUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: -STAMP: EQUIPMENT DETAILS 0 CW N AS TL E Crown CasUe 1100 DEXTER AVE. SUITE 750 SEATTLE, WA 90109 cab/4s1 ongin4s4sring services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898.2352 Fax No.: (818)898.9186 76000586-15 C.E.S. DWG. NO. NPN12l" KLVIWUNS: "' MG 1 03-20-12 PRELIMINARY VH OSP JH °P ncP: VH 2 03-31-12 POWER RE -DESIGN BF VH PER I.I.D. �P JH VH 3 09-11-12 CD FINAL x. VH a JH ov °wsrtrt osP °n.rrtn: SHEETNUMBER: 20F9 • Continuous -duty PANEL TYPE PANEL RATING- •'D' 'W' "XT" "XN" (AMPERS) SEE NOTE 4 NOTES: lTr }11 5} 0 1. The panel shown above is typical with the customers distribution section located to the the The distribution be located below the ^ STANDARD 100 4-1/2 11-1/2 8 5 HEAVY-DUTY 200 6 13-1/2 11 8 SITE NAME: LAD088-02 LA QUINTA SITE INFORMATION: 53480 EISENHOWER DR. LA QUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: -STAMP: EQUIPMENT DETAILS 0 CW N AS TL E Crown CasUe 1100 DEXTER AVE. SUITE 750 SEATTLE, WA 90109 cab/4s1 ongin4s4sring services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898.2352 Fax No.: (818)898.9186 76000586-15 C.E.S. DWG. NO. NPN12l" KLVIWUNS: "' MG 1 03-20-12 PRELIMINARY VH OSP JH °P ncP: VH 2 03-31-12 POWER RE -DESIGN BF VH PER I.I.D. �P JH VH 3 09-11-12 CD FINAL x. VH a JH ov °wsrtrt osP °n.rrtn: SHEETNUMBER: 20F9 • Continuous -duty NOTES: lTr }11 5} 1. The panel shown above is typical with the customers distribution section located to the the The distribution be located below the \� side of metering compartment. section may also test -bypass compartment (overhead supply only) or above the meter panel. \ ALL DIMENSIONS SHOWN ARE IN INCHES O REV. DATE DESCRIPTION 2 10/10 Revised Note 3 - PROJECT 5100504 SCALE COMBINATION SAFETY -SOCKET PANEL WITH FACTORY INSTALLED SHT I OF 2 N.T.S. TEST BLOCKS AND SERVICE DISCONNECT, 100 AND 200 AMPERES. 0-600 VOLTS DATE DWG NO. REV. FRONT VIEW BACK VIEW o 12/05 ELECTRIC UTILITY SERVICE EQUIPMENT REQUIREMENTS COMMfTTEE 305A 2 WALL MOUNTED METER SCALE: 8 SCALE: ANDREW ION -M RADIO 9 SCALE: SPLITTER DETAIL 10 N.T.S. N.T.S. N.T.S. SITE NAME: LAD088-02 LA QUINTA SITE INFORMATION: 53480 EISENHOWER DR. LA QUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: -STAMP: EQUIPMENT DETAILS 0 CW N AS TL E Crown CasUe 1100 DEXTER AVE. SUITE 750 SEATTLE, WA 90109 cab/4s1 ongin4s4sring services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898.2352 Fax No.: (818)898.9186 76000586-15 C.E.S. DWG. NO. NPN12l" KLVIWUNS: "' MG 1 03-20-12 PRELIMINARY VH OSP JH °P ncP: VH 2 03-31-12 POWER RE -DESIGN BF VH PER I.I.D. �P JH VH 3 09-11-12 CD FINAL x. VH a JH ov °wsrtrt osP °n.rrtn: SHEETNUMBER: 20F9 Mounting Mechanical Interface achined after welding U The Crown Castle -supplied base for mounting the antennas must be fitted with a flange acording to the lower drawing. machinin A- -Steelquality 5235 JRG2 DIN EN 10025 to be qualified for hot dip galvanizing —Weldings according DIN16800 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-0.3 before hot dip galvanising —r- 1) root of seam machined and full penetration welding 2) M12 machined after hot dip galvanizing 3) indicated dimensions are in hot dip galvanized: condition surfaces according to OIN ISO 1302 Rz63 Crown Castle -supplied base Mounting The antenna is mounted with the included bolts and clamping ring on the customer -supplied base. The antenna can be continously turned through 3600 to the desired position with the bolts loosely screwed in. Crown Castle -supplied base SITE NAME: LAD088-02 LA OUINTA SITE INFORMATION: 53480 EISENHOWER OR LA OUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: TRI -SECTOR UNICELL MOUNTING DETAILS 0 CCA�TL E Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 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 r C.E.S. PROJECT NO, 76000586-15 C.E.S. M. NO. NPN111T1 NtVI 1 WUNW 08-20-12 PRELIMINARY I ,hw MG VH JH 2 08-31-12 POWER RE—DESIGN PER I.I.D. oPurzP VH 3F.—VH JH 3 09-11-12 CD FINAL VH VH JH oP.r.eP: a: oe.rrzP: a: osP MP 5111th NUMBER: 30F9 NOTES: FORNDATION CLARITY OMITTED L__I,._ WI`s 1. ALL STRANDED GROUND WIRE TO BE GREEN JACKETED. GROUND SCHEME MAY VARY DUE TO SITE SPECIFIC CONDITIONS. OF GROUND CONNECTIONS B 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EOUAL C WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. O I-aoo-222-2600 D STEEL POLE CAT. NO. 3012-1 OR EOUAL no o•n INSULATORS SHALL BE INSTALLED F 5/8-11 NUT TOP VIEW TICKET B SLOPED COVER (MARKED -GROUND z m —24" MIN.— CADWELD OR COMPRESSION FITTING GRADE LEVEL I - - CONCRETE COVER I I - BOX 12" X 12" I ) 92 AWG —� GROUND NARES I-WAY CAD�Ell I S2 GROUND WIPE FROM I / � AMENNA GROUND BAR �J1 ROD COPPER CLAD 8• LENGTH FOR ANTENNAS GROUND TEST WELL NOTES: SEE DETAIL #2 CURB 1. DIRECTION OF TRAFFIC—� ELECTROLYTE COPPEP. - - CLAD GROUND ROD � 2. PLACE GROUND WIPE �' • CLOSE TO CURB • 1 1 BACKFILL NATIVE MATERIAL , SIDE VIEW TYPICAL STEEL POLE GROUNDING DETAIL SCALE. 1 GROUND TEST WELL DETAIL SCALE: 2 N.T.S. N.T.S. � O oti E ° 0 PARTS LIST COPPER GROUND BAR, USE STYLE "I" GTI TELECOM, INC. A (ACTUAL GROUND BAR SIZE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS B 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EOUAL C WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A.-6056 OR EOUAL D 5/5-11 X I" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR EOUAL E INSULATORS SHALL BE INSTALLED F 5/8-11 NUT B • D TYPICAL GROUND BAR SCALE: 3 N.T.S. a NOTES: I. CRIMP (COMPRESSION) TYPE TWO -HOLE BOLTED TONGUE CONNECTORS SHALL BE USED TO 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:ANTENNA COAX N THIS STANDARD OR CONNECTORS THAT ARE PART OF AN APPROVED PRODUCT ARE 1. DO NOT INSTALL COAX GROUND KIT AT A BEND AND ALWAYS I —� �— 12" TO 24" ACCEPTABLE. 40�_ 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 3. TWO -HOLE BOLTED TONGUE CONNECTORS SHALL BE USED. WIRES SHALL BE INSERTED THE SHRINK SHALL NOT BE USED. (SEE NOTE #3) 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 #6 AWG STRANDED COPPER GROUND A TRANSPARENT HEAT SHRINK INSULATING TUBE ALONG THE ENTIRE LENGTH OF THE CRIMP. WIRE (GROUNDED TO GROUND BAR) 4. USE #6 AWG STRANDED -THOMAS & BETTS 455578 OR EOUIVALENT. (SEE NOTES 1 & 2) 5. USE #2 AWG STRANDED -THOMAS & BETTS 435306 OR EOUIVALENT. CONNECTION OF COAX GROUND KIT TO ANTENNA COAX SCALE: A 2 -HOLE LB GROUNDING LUG SCALE: 5 N.T.S. �fI N.T.S. SITE NAME: LAD088-02 LA OUINTA SITE INFORMATION: 53480 EISENHOWER OR. LA OUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: GROUNDING DETAILS 0 CW N ASTL E Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 cab/e engYneering seryices PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 76000586-15 I C.E.S. DWG. NO. NPN12177 • REVISIONS: 1 08-20-121 PRELIMINARY «, JVH H 2 1 08-31-12 IPOWER RE -DESIGN PER I.I.D. 3 1 09-1 1- 12 1 CD FINAL -amttl Numnen: 40F9 TOP ABTIEPILS BOI'= Ay11.RNAS 41 Alpha Beta °Canna Alpha Beta Caaaa AN71 lum ANr3 ANT4 Ams AUTS x x x xx f xx xx xxxxxGND GND GND X X X XGND GNDGND BTI Remole RU 1 mBSC1900-060-RU 01 CBL9 1 C13L12 mBSC2100-060-RUSF01 BTI, AWS remote unit, Slave 40W 1 CB110 698-894 MHz CBL13 1 DX1 - CBL11- 698-894 1.2 CBL14 - S-3-CPUSE-L-N ANDREW, SPLITTER, 3 -WAY, N -TYPE, 698-270OMH2, 3 -OW 6 ANTI -3 1710-2170 MH. KATHREIN, 65 Dcg Dual band Trisector Antcnna, 4ft, 1710 2170 MHz 1 - - - - - - -- -1710-2170 MHz - --CBL-16 _CBL26 ANDREW, LDF4-SOA, HEUAXO Low Density Foam, 1/2 in, black PE jacket TBD, SPLL L4TNM-PS SPL2 CBL36 CBL26 ANDREW, Type DIN Male Positive Stop- for 1/2 in LDF4-50A cable 1 2 CBL1-2, 9-26 CBL17 COL24 TBD, F4PNMV2-HC ANDREW, Connector, Type N Male for 1/2 in FS14-50B cable 182 Cmils CBL23 1AN5REW, Connector, 7-16 DIN Male for 1/2 in FS14-50B cable 22 GNDl-12 UG1215&15B4-T 1 CBL19 D CBL22 GND7 GNDB CBL20 CBL21 FIDP1 AWS COM SPL3 SPL4 -SPL6 SPL6 110VA 1710-2170 DX1 GND PC CBLl GND1 1 c • CBL2- GND2' CBL3 f GND 9 GND10 GND11 GND12 I (unused port) GND3 CRL4 . ,CH-tyye, vale) n C D4 CBLS - (oeatherpzoof) __0GND5 �� 1 . G D6 CRL7 CBL8 . ITEM PART NO. DESCRIPTION QTY NOTES: RU 1 mBSC1900-060-RU 01 BTI, PCS Remote Unit, Master 20W 1 mBSC2100-060-RUSF01 BTI, AWS remote unit, Slave 40W 1 AZIMUTH m BSC -Shroud -8 BTI, 8" wide shroud (included with node) 1 DX1 ECC1920-VPUB ANDREW, Cross band coupler, AWS/PCS 1 SPL1-6 S-3-CPUSE-L-N ANDREW, SPLITTER, 3 -WAY, N -TYPE, 698-270OMH2, 3 -OW 6 ANTI -3 800 10360 KATHREIN, 65 Dcg Dual band Trisector Antcnna, 4ft, 1710 2170 MHz 1 ANT4-6 840 10525 KATI (REIN, 65 Deg Dualband Directional Ant, 2ft, 698-894/1710-2170MI Iz 3, CBL3-8 LDF4-50A ANDREW, LDF4-SOA, HEUAXO Low Density Foam, 1/2 in, black PE jacket TBD, 1 /2" L4TNM-PS ANDREW, Type N Male Positive Stop -for 1/2 in LDF4-50Acable 11 2 ANDREW, Type DIN Male Positive Stop- for 1/2 in LDF4-50A cable 1 2 CBL1-2, 9-26 FSJ4-50B ANDREW, FSJ4-50B, HELIAXO Superflex, torr. copper, 1/2 in, black PE jacket TBD, F4PNMV2-HC ANDREW, Connector, Type N Male for 1/2 in FS14-50B cable 182 F4PDMV2-C 1AN5REW, Connector, 7-16 DIN Male for 1/2 in FS14-50B cable 22 GNDl-12 UG1215&15B4-T JANDREW, Univ. Ground Kit for 1/2 inthru 1-5/8 in corrugated coaxial cable 12 ANTENNA WIRE DIAGRAM GPS SURVEY 1A LATITUDE: 33.66005544 N LONGITUDE: -116.307676 IN RF SYSTEM SCHEDULE 1 Cable will be cutto 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 forthe antennas if mounting to a non -grounded surface S 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 ,4 CORROSION RESISTANT SIGN PER G.O. 95 RULE 94.5 (MARKING) REOUIREMENTS SHALL BE AFFIXED TO THE SITE POLE NO LESS THAN THREE (3) FEET 8ELOW THE ANTENNA(S) (MEASURED FROM THE TOP OF THE SIGN) AND NO LESS THAN NINE (9) FEET ABOVE THE GROUND UNE (MEASURED FROM THE BOTTOM OF THE SIGN). SCALE: RF SIGNAGE N.T.S. 2 1 DETAIL CAUTION Radio Frequency (RF) emissions ere present at this location. Workers are asked to remain 3 fact from the face of the antennas (MAD). Continued exposure to the RF energy may exceed Federal limits set for 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 pmvido assistance in decnergizing the antennas. CROWN CASTLE NOC: 888-393-2213 SITE ID: LA0088-02 SITE NAME: LAD088-02 LA OUINTA SITE INFORMATION: 53480 EISENHOWER DR. LA OUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: RF INFORMATION 0 CA�TL E Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PLANS PREPARED BY: cab/e 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.: SCALE: 1 76000586-15 N.T.S. C.E.S. DWG. NO. NPN12177 REVISIONS: MG 1 08-20-12 PRELIMINARY VH ao JH Dom: VH 2 08-31-12 POWER RE -DESIGN F VH PER LLD. asp JH Dw,mn: VH 3 09-11-12 CD FINAL DD' VH SHEETNUMBER: SCALE: 3 50F9 N.T.S. RF SYSTEM SCHEDULE SECTOR AZIMUTH NUMBER OF ANTENNA MODEL N0. EOUIPINENT VAULT) J MPESIZER E LENT. GTTH X COAX SIZE ANTENNA OF ANTENNA A 0' 2 KATHREIN 840-10525 KATHREIN 800-10360 N/A N/A 21'f 1/2° N/A 32'-8-/ 2r -D- B 120• 2 KATHREIN 840-10525 N/A N/A 21 t KATHREIN 800-10360 1/2 N/A 32'-8-/ 27'-0- C 240• 2 KATHREIN 840-10525N/A N/A 21 t KATHREIN 800-10360 1 /2" N/A 32 -8/ 27' -0 - GPS SURVEY 1A LATITUDE: 33.66005544 N LONGITUDE: -116.307676 IN RF SYSTEM SCHEDULE 1 Cable will be cutto 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 forthe antennas if mounting to a non -grounded surface S 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 ,4 CORROSION RESISTANT SIGN PER G.O. 95 RULE 94.5 (MARKING) REOUIREMENTS SHALL BE AFFIXED TO THE SITE POLE NO LESS THAN THREE (3) FEET 8ELOW THE ANTENNA(S) (MEASURED FROM THE TOP OF THE SIGN) AND NO LESS THAN NINE (9) FEET ABOVE THE GROUND UNE (MEASURED FROM THE BOTTOM OF THE SIGN). SCALE: RF SIGNAGE N.T.S. 2 1 DETAIL CAUTION Radio Frequency (RF) emissions ere present at this location. Workers are asked to remain 3 fact from the face of the antennas (MAD). Continued exposure to the RF energy may exceed Federal limits set for 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 pmvido assistance in decnergizing the antennas. CROWN CASTLE NOC: 888-393-2213 SITE ID: LA0088-02 SITE NAME: LAD088-02 LA OUINTA SITE INFORMATION: 53480 EISENHOWER DR. LA OUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: RF INFORMATION 0 CA�TL E Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PLANS PREPARED BY: cab/e 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.: SCALE: 1 76000586-15 N.T.S. C.E.S. DWG. NO. NPN12177 REVISIONS: MG 1 08-20-12 PRELIMINARY VH ao JH Dom: VH 2 08-31-12 POWER RE -DESIGN F VH PER LLD. asp JH Dw,mn: VH 3 09-11-12 CD FINAL DD' VH SHEETNUMBER: SCALE: 3 50F9 N.T.S. NOTE: A WEATHER. & CORROSION RESISTANT SIGN PEP. G.O. 95 RULE 94.5 (MARKING) REOUIP.EMENTS SHALL BE AFFIXED TO THE SITE POLE NO LESS THAN THREE 3) FEET BELOW THE ANTENNA(S)) (MEASURED F OM THE TOP OF THE SIGN) PN16 NO LESS THAN NINE (9) FEET ABOVE THE GROUND LME (MEASURED FROM THE BOTTOM OF THE SIGN). NOTE: COAX SHALL REMAIN STRAIGHT FOR A MINIMUM OF 4" FROM BOTTOM OF CONNECTOR TO BEGINNING OF THE BEND. NOTE: ALL EQUIPMENT TO BE GROUNDED PER MFG SPECIFICATIONS. TOP OF STRUCTURE (34'-I1" AGL) CENTERLINE OF ANTENNA (32'-8" AGL) TOP OF POLE (29'-0" AGO TOP OF FLUSH MOUNT ANTENNAS (28'-0" AGL) CENTERLINE OF FLUSH MOUNT ANTENNAS (27'-0" AGL) COAX COVER rl BELOW ANTENNAS TOP OF PARK LIGHT (20'-0" AGL) COAX & SPLITTER SHROUD BOTTOM OF BTI RADIO SHROUD (14'-0" AGL) TOP OF ION RADIO (12'-6" AGL) R (INSIDE POLE) BOTTOM OF DISCONNECT BOX (7'-0" AGL) POWER PULL BOX 2FIBER SPLICE VAULT 1 (17"x30"x24') /—(24"x36"x36") 10.75' O.D. 6' FRONT VIEW LOOKING EAST ELEVATIONS NOTE: ALL ANTENNAS AND EQUIPMENT TO BE PAINTED TO MATCH POLE. TOP OF STRUCTURE (34'-I1" AGL) CENTERLINE OF ANTENNA (32'-8" AGO TOP OF POLE (29'-0" AGL) TOP OF FLUSH MOUNT ANTENNAS (28'-0" AGL) CENTERLINE OF FLUSH MOUNT ANTENNAS (27'-0" AGL) TOP OF PARK LIGHT (20'-0" AGL) BOTTOM OF BTI RADIO SHROUD (14'-0" AGL) (BEHIND POLE) TOP OF ION RADIO (12'-6" AGO /— (INSIDE POLE) BOTTOM OF DISCONNECT BOX (7'-0" AGL) (1) BTI RADIO SHROUD. (1) CROWN CASTLE ION—M17P/19P AND POWER BREAKER/DISCONNECT BOX (3:00) rY � 2" CC FIBER o' w � 6:00 Z �I- � N 1 .5" EX. PARK LIGHT POWER tr _ o w 9:00 2" CC PWR z 0' (18) 1/2" COAX (90*CABLES L, 90' RISER DETAIL SCALE:N.T.S. 1 SIDE VIEW LOOKING NORTH FIBER SPLICE VAULT I (24"x36"x36") SITE NAME: LAD088-02 LA OUINTA SITE INFORMATION: 53480 EISENHOWER DR. LA OUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: ELEVATIONS 0 CO WN 'A TLE Crown Castle 1100 DEXTER AVE. SUITE 250 SFATTLE, WA 98109 - PLANS PREPARED BY: cable engineering ServiCBS 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.: 76000586-15 C.E.S. DWG. NO. NPN12177 REVISIONS: MG 1 08-20-12 PRELIMINARY VH 05P JH VH 2 08-31-12 POWER RE—DESIGN °c: VH PER I.I.D. q, JH VH 3 09-11-12 CD FINAL VH JH nr oourtn: a: �P SHEET NUMBER: SCALE: A 60F9 N.T.S. Y w. • � r �, der-� - «t TW ,,.A 7 w2m 0,J �vt rt 4r �07 16 -4 IlIX! lull film 1 M, 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 REOUIP,EMENTS 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)CONTPACTOR 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 REOUIP.ED ONLY 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 DATA AS TO SIZE (NOTE: ALL DIMENSIONS ARE TO CENTER OF STRUCTURE) ONL'(: SPECIFIC AND LOCATIONS OF KNOCKOUTS. 0 ENINCS & INSERTS MAY BE -= ---_ OBTAINED THROUGH ACP._-_.-_-_.---_'_'--__-_--- f VARIATIONS FPO M THESE = -- STANDARDS ARE AVAILABLE ON SPECIAL ORDER - "--WN-CONCRETE 13B1 E. OF C/L OF EISENHOWER DR. & 28'4 N. C/L OF CALLE COLIMA UD (BOLT DOWN) * A$ / \x. PULL Box LOCATION (NOTE: ALL DIMENSIONS ARE TO CENTER. OF STRUCTURE) LL BO% PULL BOT111E LOCATION �% T ® I7",30124 (PULL SOX) 1094 E. OF C/L OF EISENHOWER DR. & 118'1 N. C/L OF CALLE COUMA CC FIBER c COMPOSITE VAULT CROWN CASTLE TO PLACE VAULT #2 p TYPICAL COMPOSITE -a' x NO (LID TO BE MAR U VAULT DETAIL 36' X 30' SCALE D "LT CROWN CASTLE-) TYPICAL VAULT DETAIL 17"x30"x24" SCALE: N.T.S RK UD TO BE MAED CROWN CASTLE (PULL B0:4 11) NOTE: CONTRACTOR TO ALLOW INGRESS AND EGRESS TO DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION. UNDERGROUND UTILITIES NOTE: THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES, STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX. UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THIS PLAN. UTILITY LINE TYPE LEGEND: PROPOSED CONDUIT --- POWER --- -- GAS -- -- --WATER-- -- _ PHONE ... -- _--STREET LIGHT------- -.—OIL--- --SEWER--- -.--.--CABLE IGHT .. ..OILSEWER—.- .--CABLE P/ ---- CITY OF INDIO PERMIT INFORMATION HDD / OPEN TRENCH A/C STREET FOOTAGE: 0' HDD / OPEN TRENCH CONC. STREET FOOTAGE: 0' HDD / OPEN TRENCH CONC. SIDE WALK FOOTAGE: 14' HDD / OPEN TRENCH GRASS/DIRT PARKWAY FOOTAGE: 174' HDD / OPEN TRENCH TOTAL PROJECT FOOTAGE: 188' 8' PARK DEDICATION f c EXIST. PARK LIGHT) (TO BE REMOVED) 60 EXIST. PARK POWER EISENHO WER iPARK 0� �. P a VAULT LOCATION (NOTE: ALL DIMENSIONS ARE TO CENTER OF STRUCTURE) VAULT VAULT SIZE LOCATION VAULT I T CE (SPLICEVAULT) 1141 E OF C/L OF EISENHOWER DR. & 112'1 N. CA OF CALLE COLIMA VAULT 2 24ICE VVAULT) 30- (SPLICE 13B1 E. OF C/L OF EISENHOWER DR. & 28'4 N. C/L OF CALLE COLIMA = 90' * A$ < - 90 PULL Box LOCATION (NOTE: ALL DIMENSIONS ARE TO CENTER. OF STRUCTURE) LL BO% PULL BOT111E LOCATION �% T ® I7",30124 (PULL SOX) 1094 E. OF C/L OF EISENHOWER DR. & 118'1 N. C/L OF CALLE COUMA 2'-6" 6' CORC. SW. 1 Is — N N W O� L10' I - j 148'± E. OF C/L EISENHOWER DR. MEASURED ALONG N. CURBFACE I 38'12' 77777 50' , I-800-227-2600 Tn°wn E"Leiio¢ iou 0c TICKET 1 .mR�,PMw• ITEM # DESCRIPTION O1 5'-0" EXIST. I.I.D PULL BOX TO WALL MOUNTED METER 1-2" SCH. 40 PVC CONDUIT (I.I.D.) O47'-0" WALL MOUNTED METER TO POWER PULL BOX 2-2" SCH. 40 PVC CONDUIT (CC POWER.) O6'-0" POWER PULL BOX TO SITE POLE 3 2-2" SCH. 40 PVC CONDUIT (CC POWER.) 18'-0" EXIST. WOOD POLE #907163D TO VAULT 2 O 1-2" SCH. 40 PVC CONDUIT (CC FIBER.) O5 104'-0" VAULT 2 TO VAULT I 1-2" SCH. 40 PVC CONDUIT (CC FIBER) O 8'-0" VAULT 1 TO CROWN CASTLE SITE POLE 1-2" SCH. 40 PVC CONDUIT (CC FIBER) CROWN CASTLE TO PLACE PULL BOX #2 (1)-17"x30"x24" POWER PULL BOX LID TO BE MARKED (CROWN CASTLE) /NEW N CASTLE TO REPLACE 0'-0" EXISTING SQUARE PARK LIGHT POLE WITH (1) 29'-0" ROUND PARK LIGHT POLE AT THIS LOCATION. STRUCTURE HEIGHT: 34'-11" EQUIPMENT TO CONSIST OF: -11" (DIA.) X 70.9"L (KATHREIN 800-10360) TRI -SECTOR ANTENNA -23.31 x 10.6"W x 5.9"D (KATHREIN 840-10525) PANEL ANTENNAS, FLUSH MOUNTED —PTL c) 1-11.946"L x 7.154"W x 34.115"H BTI RADIO SHROUD. d) 1-32.71 x 5.8"W x 6.1"D ION-M17P/19P e) 1-101 x 6.5"W x 3.5"D POWER BREAKER/DISCONNECT BOX I) ALL ANTENNAS AND EQUIPMENT TO BE PAINTED TO MATCH POLE. - CROWN CASTLE TO PLACE VAULT #1 (1) 24"x36"x30" FIBER, SPLICE VAULT LID TO BE MARKED (CROWN CASTLE) CROWN CASTLE TO PLACE —PTL (1) WALL MOUNTED METER IN EXIST. EXIST. PARK ENCLOSURE PARK ENCLOSURE 5' ABOVE GRADE FROM CENTER LINE OF METER. NOTE: SITE ADDRESS TO BE LABELED ON \ ¢ w FACE OF METER PANEL WITH MIN. 2" TALL REFLECTIVE ADHESIVE LETTERING. C:I \ v w -D SEE DETAIL "A" 0 a w EXISTING I.I.D. 1• EXIST. I.I.D PULL BOX WOOD UTILITY POLE c0 PROPOSEDPOWER POINT OF CONNECTON EXIST. PARK POWER o i o a `� LJ , �iNC.I=O/tLH T 7/ V LE COLINIA F-,,%- woa1— OO iV 7 o / NEW CROWN CASTLE WALL MOUNTED METER PANEL EXIST. PARK METER. - _—__ DETAIL"A" SCALE 1 "=5' -EXISTING I.I.D. WOOD UTILITY POLE #907163D 6U0 CORDUITCURVEDATA PRELIMINARY IL 0 © D R 3'-0' R 3'-0' R . 2'-0' R 6'-0' = 90' * A$ < - 90 < = 22.5' L = 4'-9' L = 2'-a• L - 3'-2' L = 7'-]' ITEM # DESCRIPTION O1 5'-0" EXIST. I.I.D PULL BOX TO WALL MOUNTED METER 1-2" SCH. 40 PVC CONDUIT (I.I.D.) O47'-0" WALL MOUNTED METER TO POWER PULL BOX 2-2" SCH. 40 PVC CONDUIT (CC POWER.) O6'-0" POWER PULL BOX TO SITE POLE 3 2-2" SCH. 40 PVC CONDUIT (CC POWER.) 18'-0" EXIST. WOOD POLE #907163D TO VAULT 2 O 1-2" SCH. 40 PVC CONDUIT (CC FIBER.) O5 104'-0" VAULT 2 TO VAULT I 1-2" SCH. 40 PVC CONDUIT (CC FIBER) O 8'-0" VAULT 1 TO CROWN CASTLE SITE POLE 1-2" SCH. 40 PVC CONDUIT (CC FIBER) CROWN CASTLE TO PLACE PULL BOX #2 (1)-17"x30"x24" POWER PULL BOX LID TO BE MARKED (CROWN CASTLE) /NEW N CASTLE TO REPLACE 0'-0" EXISTING SQUARE PARK LIGHT POLE WITH (1) 29'-0" ROUND PARK LIGHT POLE AT THIS LOCATION. STRUCTURE HEIGHT: 34'-11" EQUIPMENT TO CONSIST OF: -11" (DIA.) X 70.9"L (KATHREIN 800-10360) TRI -SECTOR ANTENNA -23.31 x 10.6"W x 5.9"D (KATHREIN 840-10525) PANEL ANTENNAS, FLUSH MOUNTED —PTL c) 1-11.946"L x 7.154"W x 34.115"H BTI RADIO SHROUD. d) 1-32.71 x 5.8"W x 6.1"D ION-M17P/19P e) 1-101 x 6.5"W x 3.5"D POWER BREAKER/DISCONNECT BOX I) ALL ANTENNAS AND EQUIPMENT TO BE PAINTED TO MATCH POLE. - CROWN CASTLE TO PLACE VAULT #1 (1) 24"x36"x30" FIBER, SPLICE VAULT LID TO BE MARKED (CROWN CASTLE) CROWN CASTLE TO PLACE —PTL (1) WALL MOUNTED METER IN EXIST. EXIST. PARK ENCLOSURE PARK ENCLOSURE 5' ABOVE GRADE FROM CENTER LINE OF METER. NOTE: SITE ADDRESS TO BE LABELED ON \ ¢ w FACE OF METER PANEL WITH MIN. 2" TALL REFLECTIVE ADHESIVE LETTERING. C:I \ v w -D SEE DETAIL "A" 0 a w EXISTING I.I.D. 1• EXIST. I.I.D PULL BOX WOOD UTILITY POLE c0 PROPOSEDPOWER POINT OF CONNECTON EXIST. PARK POWER o i o a `� LJ , �iNC.I=O/tLH T 7/ V LE COLINIA F-,,%- woa1— OO iV 7 o / NEW CROWN CASTLE WALL MOUNTED METER PANEL EXIST. PARK METER. - _—__ DETAIL"A" SCALE 1 "=5' -EXISTING I.I.D. WOOD UTILITY POLE #907163D 6U0 08-20-12 PRELIMINARY 3:00 9:00 °C VH °$P JH PL.(1) 2- SCH 90 \ 08-31-12 POWER RE -DESIGN PER I.I.D. PVC FIBER RISER O 12:00 «: VH O5R JH ON (1) I.I.D. RISER 09-11-12 CD FINAL STANDOFF BRACKET •AL U MA FORM CAT -9 -CSO -12 W/ 3' STRAP KIT. (I) BTI RADIO SHROUD. / (1) CWN CASTLE ION-M17ROCA P/1ANO JH 12:00 �(I) 2" CC FIBER POWER BREAKER/DISCONNECT BOX (3:00) / _ Xr CALLE COLIMA CC FIBER c I X CROWN CASTLE TO PLACE VAULT #2 TT2' I o s ®���_ 600 s (1) 24"x36"x30" FIBER SPLICE VAULT w /`�\ 5" EX. PARK LIGHT POWER N / � �1 GRAPHIC SCALE LID TO BE MARKED (CROWN CASTLE) W / B:00 ` z' cc PWR 20 _ 0 0 20 (CABLES 18) S COAX FEET SITE NAME: LAD088-02 LA QUINTA SITE INFORMATION: 53480 EISENHOWER OR- LA RLA QUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: SITE PLAN 0 CW N ASTLE Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 ruAna rrtcrAArtcu Ta T: cable engineering services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 r- C.E.S. PROJECT NO.' 76000586-15 C.E.S. DWG. NO. NPN12177 KtVIATUNS: 1 08-20-12 PRELIMINARY 0X'" MG °C VH °$P JH 2 08-31-12 POWER RE -DESIGN PER I.I.D. .—OR: VH «: VH O5R JH 3 09-11-12 CD FINAL VH 0C VH JH OR.iiER: OSP .RER: osR SHttI NUMBEK: 80F9 AT 10 1/2-- 8' /2-8' (Mlrf) (BY CUSTOMER) 52 - 3"PVC SCHEDULE 80 COUPLING (BY CUSTOMER) - - A - STAND-OFF BRACKET ALUMA FORM CAT 9 -CSO -12 W/ L STRAP KIT SECTION A -A CUSTOMER)80 CONDUIT FINISH GRADE 1 �n! PVC SCH.80 SWEEP -1Z 1 36' RADIUS (NOTE 9) 1 1 (BY CUSTOMER) I 1 L _ J L - J 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 FIBERGLAS SECONDARY PULLBOX CAT. N0. PR. 170 COLOR: DEAD CRASS (BY CUSTOMER) PEAT GRAVEL `12" (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. 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 to -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 PEAT �+- GRAVEL I� I PVC SCH. 40 SWEEP I SEE NOTE 9 PULLBOX 1 (BY CUSTOMER). 1 �n! PVC SCH.80 SWEEP -1Z 1 36' RADIUS (NOTE 9) 1 1 (BY CUSTOMER) I 1 L _ J L - J 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 FIBERGLAS SECONDARY PULLBOX CAT. N0. PR. 170 COLOR: DEAD CRASS (BY CUSTOMER) PEAT GRAVEL `12" (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. 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 to -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 WITH PULLBOX N.T.S. I REV 0904-19-10 1L GAPPDMER T. EM SULE REV. No. DATE I cHNRMAN STANDARDS I APPROVED I.I.D. UNDERGROUND DISTRIBUTION STANDARDS Underaround conduits, ducts, conduit fdtinga, and sea compound: A Conduit runs shah not cross each oiler when on the same level andfor plana. B. Primary conduits shell be buried a rairmnum depth of lour feet (41. Secondary and service conduits shall be buried a minimum depth of two and one hall feet (214'). C. Sizes and arrangements of conducts shall be as shovm on the drawings. D. Where the external diameter of the cwnd di is smaller than the diameter of the opening in ft vaull wall, the reduction in conduit diameter shall take place two feet (7) from the external wall of the vatdl. Rotor to Orwin # 1 Underoround conduits, ducts, conduit fittings, and sealing compound continued: K The installation contractor shall mandrel all conduit runs to and including service duct IID shag provide the mandrel and inspectm. (Inspection sch dulas am subject to a minimum 48 Mur advance notice and are by appointment only - La Quints (760)198-5828; Imperial (760) 482. 3300). L The insulation of are conduit system will be conducted by a single contactor or other emily to give the project continuity, reducing the Possibility of daviations from the G.G. 128 reguttle- 5. Transformer Pads, function sleeves A An =out entering transformer pads Snell De cn oR 0' 0 1' (indt) from above the top of the pad. B. All conduit entering secondary pull boxes or splice boxes shad be M o8 7- to 9' tlnches) above it. pea 0mvel. C. Single phase transformer pads Installed adjacent to roads shall have the primary conduits es installed dos' to the road and secondary conduits Installed away from the rood. (Conted the appropriate IID Customer Service Project Manager) D. Tmmfo ner pads, pull boxes, manholes, vaults, and switch pad IrsWea om. shag be installed 3- above final grade (where not installed along si Lwao s) aria Bush with final sidewalk for those types of irsta0atiOm. In areas witb sloping coneus greater than Y.- to the foot the top edge shag be set as shown below highest point of dope. (In no case deal there be more than 3' of slope In V (foot) of horizontal measurement) E. Transformer Pad inspection; when the contractor receives or installs a Transformer Pad that has a continuous crack across three sides (side, top, and Inside window) tris pad will be rejected by the IID inspector. Man a cock Is nom-truous and the Rack exceeds 1/32' (.032) wide, to contractor may make appropriate repairs to the Dark with a mantaWchnm approved epoxy equal to CIA -GEL 7000. The contractor will inform to IID inspector of any clack repafr to be made before repair is made. F. Contactor is responsible for permanent and waterproof markings on all interior vault knockouts, any and all c nmdts, tondnii rims, and stub oras. with the conduit number corresponding to the number shown on the plan. G. Contractor shelf seal w gmul around seams, td sections, and ducts entering vauns and puiloexes to prevent sell and water enuring at joints or openings. H. Where the external denxtWr of the conduit is smaller than the diameter of the operating in the vault wall, are reduction in conduit diameter shall take place two feet (7) from the external wall of the vault Rear he Section 40 Befar to DrmHno # 1 1. ContractorfDewoloper shall keep all debet; away from 110's transformer pads, primary vaults. secondary pun boxes, and other IID equipment to give IID p-nnel access during the duration of the project. 6. Marking tape over conduit: A. Contractor shall imWll 2' line guard III tape, red in calor with black lettering 'CAUTION BURIED ELECTRIC LINE BELOW (See Standard 100.51 a. Contractor will Imull a ceutbn tape 12' above the power duos. IBM Standard 100.51 7. Secondary Pullbox: Secondary W boxes must be as shown on the drawings. Surface secondary pullbax udlued in all Imperial Irrigation District secondary construction. Reference Standard 181.1 -181.11 8. Copperweld around rods 518" x 10': A. To comply with General Order 128, ride 21.5A, the contractor is required In provide and install, a minimum of two (2) 51W x 10 Copperweld ground rods shall b=1.ed at each transomer pad and )unction pad, and primary vault nderda In BC for dMil) B. The developer will be responsible for driving any and all ground rods in the system that is a joint trench. This will be prodeumdned and completed beton: IID mmtruction caws arrive on the job. C. Trends and pad grounding: - Single phase transformer reference Standard 190.2.190.21 Three phase tronsfomer reference Standard 190.1-190.31 Single phase sector reference Standard 100.4-190.41 Three phase seam reference Standard 190.5-190.51 9. Guard posts: A Guard posts shoe be 4' diameter pipe schedule 40 black cold rated steel. painted high visibility yellow. See Standard 181.6 or concreu fill/foundation requirements and typical location of posts around IID equipment SCALE: 1 N.T.S. SITE NAME: LAD088-02 LA QUINTA SITE INFORMATION: 53480 EISENHOWER DR. LA QUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: I.I.D. UNDERGROUND DISTRIBUTION STANDARDS 0 CCAOSW E Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 cabin engineering services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 G.E.S. PROJECT NO.: 76000586.15 C.E.S. DWG. NO. NPN12177 MG REVISIONS: 1 08-20-12 PRELIMINARY °` VH JH VH 2 08-31-12 POWER RE -DESIGN ac: VH PER I.I.D. q, JH ow zr: VH 3 09-11-12 CD FINAL VH o. JH oR.riER: . ac: osp oa.r¢n: Osp oa,rsr: asv o..rtca: a: SHEET NUMBER: 90F9 t ' C� :':�.. �S > � i �- t