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13067See below for Finance Revenue Codes c&ty/ 4 ENCROACHMENT PERMIT PUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision Improvem e - Class III Minor Improve it ss DATE: 6/20/2013 Pj AU LOCATION OF CONSTRUCTION: Crown Castle; LAD08804; Southeast Corner of Avenue 50 and Park Avenue, 79435 AvenS 5&j PURPOSE OF CONSTRUCTION: Install a DAS Wireless Antenna on Existing City Traffic Signal Cf rYOp _ -- 1 -��AlycE DESCRIPTION OF CONSTRUCTION: See Attached Plans 6CJj�_ -- _ =pT DIMENSION OF INSTALLATION OR REMOVAL: 12'x 12' (Work Area) APPROXIMATE TIME WHEN WORK WILL BEGIN: 6/24/2013 TIME OF COMPLETION: 9/24/2013 ESTIMATED CONSTRUCTION COST: $25,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction And placing permanent resurfacing and/or replacing improvements) COMMENTS Wo#eK {fp(.t/Qs �}F7-6p, q/3//3 SCf�ooC. S frAKTS) 9 �3014#K TO Z t00 FLr 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 re ulati ns of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Appscant or Agent Crown Castle - Susan Makinson_ _ 1100 Dexter Avenue, North Seattle, WA 98109 (480) 430-3682 Name of Applicant Business Address Telephone No Pacific West Communications (PWC) - Scott Ivey 900 W. Gladstone Street, San Dimas, CA 91773 (714) 348-7153 Name of Contractor and Job Foreman Business Address Telephone No 597074____ _ i PERMIT COMPLETION DATE*: 2--3-11V 106739 __ Contractor's License Number City Business License No Federal Insurance Company 7021-02-28 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I Finance Revenue Code Inspection Fee E_1 Permit Fee EE=1 As -Built Deposit E-A Cash Deposit -Surety Bond, E_B if required, TOTAL i Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 13067 I DATE ISSUED: 0.00 $4,935.00 EXPIRATION DATE_: S I BY: 0.00 0.00i I WORK INSPECTED BY. i PERMIT COMPLETION DATE*: 2--3-11V $4,935.00 I ' If the work is covered by a Subdivision Improvement Agreement, Subdivider ishall request final acceptance of improvements from the City Council.. �y. PERMIT NO. 13067 Crown Castle (LAD088-04) / Install DAS Wireless Antenna on Existing City Traffic Signal & Associated Equipment. / Southeast Corner of Ave 50 and Park Ave In addition to the standard permit conditions, the following shall apply: 1. 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. A separate building permit is required for the modifications to the 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 1 of 6 PERMIT NO. 13067 Crown Cilstle (LAD088-04) / Install DAS Wireless Antenna on Existing City Traffic Signal & Associated Equipment / Southeast Corner of Ave 50 and Park Ave 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 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 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. 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. 21. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. Special Conditions Page 2 of 6 PERMIT NO. 13067 Crawn Clstle (LAD088-04) / Install DAS Wireless Antenna on Existing City Traffic Signal & Associated Equipment / Southeast Corner of Ave 50 and Park Ave 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. 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. 13067 Crown Castle (LAD088-04) / Install DAS Wireless Antenna on Existing City Traffic Signal & Associated Equipment / Southeast Corner of Ave 50 and Park Ave 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 oftraffic delays. 34. 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. Special Conditions Page 4 of 6 PERMIT NO. 13067 Crown Castle (LAD088-04) / Install DAS Wireless Antenna on Existing City Traffic Signal & Associated Equipment / Southeast Corner of Ave 50 and Park Ave 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 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 t/z" 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. 13067 Crown C,pstle (LAD088-04) / Install DAS Wireless Antenna on Existing City Traffic Signal & Associated Equipment / Southeast Corner of Ave 50 and Park Ave 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 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 13067 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 (7) 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 noted 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. h, City of La Quinta S. 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. California MUTCD 2012 Edition Page 1186 (FHWA's MUTCD 2009 Edition, as amended for use in California) Y - Figure 6H-22B(CA). Right -Hand Lane Closure on the Far Side of an Intersection (TA -228 (CA)) (optional) o�Y oM avou 0 (optional) 4 —01 A o D 4 �T N NOM 0 0 CD D3 CD (optional) O Note: See Tables 6H.2 and 6H-3 for the meaning of the symbols and/or letter codes used In this figure. Chapter 6H - Typical Applications Part 6 – Temporary Traffic Control N OAO ORK (optional) a oc r: A Parlc Ave. voolo, J t Q A • i ' RtGHT LANE o v1 MUST '� TURN RIGHT (optional) g r T A A IV 1 �e CAll ADNA "-- IV Typical Application 22B (CA) Temporary Traffic Control (Parts 1 & 6) Page 244 of 320 January 13, 2012 California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition, as amended for use in California) Figure 6H-33. Stationary Lane Closure on a Divided Highway (TA -33) 1 N v C50oft (optional) 11i -T 100 ft (optional) kSIOW 0 SC20(CA) ICL „iTHCON (optional) .i Buffer space (optional) Temporary white y edge line 1 L Shoulder taper A (see Note 3) 1 J6 A B 1 I 4 � J6____ y A - LONG-TERM AND INTERMEDIATE 9 (CA) tional) (optional) 500 ft ---Work vehicle -truck-mounted attenuator (optional) T uffer space (optional) 1 --Shoulder taper A (see Note 3) B L" t L B - SHORT-TERM Typical Application 33 Page 1211 Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols andlor letter codes used in this figure. Chapter 614 - Typical Applications January 13, 2012 Part 6 - Temporary Traffic Control Temporary Traffic Control (Parts 1 & 6) Page 269 of 320 California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition, as amended for use in California) Table 6H-4. Formulas for Determining Taper Length Speed (S) Taper Length (L) in feet Minimum Taper Length** for Width of Offset 12 feet (W) WS' 40 mph or less L = — Down Stream feet*** 60 45 mph or more L- WS Where: L = taper length in feel W = wldth of offset in fee_ t S = posted speed Ifmil. or off-peak 85th -percentile speed prior to work starling, or the anticipated operating speed in mph Table 6H-4(CA). Taper Length Criteria for Temporary Traffic Control Zones (for 12 feet Offset Width) Page 1136 Speed* S (mph) Minimum Taper Length** for Width of Offset 12 feet (W) Merging L feet Shifting L/2 feet Shoulder U3 feet Down Stream feet*** 20 80 40 27 50 25 125 63 42 50 30 180 90 60 50 35 245 123 82 50 40 320 160 107 50 45 540 270 180 50 50 600 300 200 50 55 660 330 220 50 60 720 360 240 50 65 780 390 260 50 70 840 420 280 50 * - Posted speed limit, off-peak 85th -percentile speed prior to work starting, or the anticipated operating speed in mph. ' ** - For other offsets use the following merging taper length formula for L: For speeds of 40 mph or less, L=WS2/60 For speeds of 45 mph or more, L=WS Where: L = taper length in feet - W = width of offset in feet S = posted speed limit, off-peak 85th -percentile speed prior to work starting, or the anticipated operating speed in mph *** - Maximum downstream taper length is 100 feet. See Section 6C.08. Chapter 6H — Typical Applications Part 6 — Temporary Traffic Control Temporary Traffic Control (Parts 1 & 6) Page 194 of 320 January 13, 2012 California MUTCD 2012 Edition (FHWA's MUTCD 2009 Edition, as amended for use in California) . Table 6H-1(CA). Index to Typical Applications Page 1135 Typical Application Description Typical Application Number Work affecting Pedestrian and Bicycle Facilities -see Section 6G.05 _- Shoulder Closure on Urban Low Speed) Locations to Accommodate Bicyclists TA-101(CA) Lane Closure on Freeway, Expressway, Rural and Urban (High Speed) Locations to Accommodate Bicyclists TA-102(CA) Detour for Bike Lane on Roads with Closure of One Travel Direction TA-103(CA) Right Lane and Bike Lane Closure on Far Side of Intersection TA-104(CA) Work Within the Traveled Way of a Two -Lane Highway see Section 6G.10) _ - - Crash cushion Lane Shift on Road with Low Traffic Volumes I TA -105 CA i Typical Application Diagrams Shadow vehicle MSign (shown facing left) Surveyor 0 Temporary barrier Table 6H-2. Meaning of Symbols of Distance Between Signs" 8 I Arrow board !–��— 0 0- Arrow board support or trailer 100 feel (shown facing down) Urban Vow speed)' - more Otan 25 mph to 40 mph Changeable message sign or support trailer +tA i Channelizing device ® Crash cushion L Direction of temporary traffic detour ► Direction of traffic 500 feet Flagger Expressway I Freeway High-level warning device 1,500 feet (Flag tree) . Longitudinal channelizing device 41111110--6 Luminaire Pavement markings that should be removed for a long-term project i Typical Application Diagrams Shadow vehicle MSign (shown facing left) Surveyor 0 Temporary barrier Work vehicle Table 61-1-3. Meaning of Letter Codes on Typical Application Diagrams Road Type Temporary barrier with warning light Distance Between Signs" 8 I Traffic or pedestrian signal Urban (low speed)' - 25 mph or, less Truck -mounted attenuator 100 feel Type 3 barricade Urban Vow speed)' - more Otan 25 mph to 40 mph Warning light 250 reet Work space Work vehicle Table 61-1-3. Meaning of Letter Codes on Typical Application Diagrams Road Type A. Distance Between Signs" 8 I c Urban (low speed)' - 25 mph or, less 100 feet 100 feel 100 feet Urban Vow speed)' - more Otan 25 mph to 40 mph 250 feet 250 reet 250 feel Urban (high speed), - more than 40 mph 350 feet 350 feet 350 feet Rural 500 feet 500 feet 500 feet Expressway I Freeway 1,000 feet 1,500 feet 2.640 feet • The ootumn headings A, B, and C are the dimensions shown in Figures 6H-1 through 6H-46. The A distension is the distance train the transition or point of restriction to the first sign. The B dimension is the distance between the first and second signs. The C dimension is the distance between the second and third signs. (The 'first sign" is the sign In a three -sign series that is closest to the TTC zone. The -third sign` is the sign that Is furthest upstream from the TTC zone.) Chapter 6H – Typical Applications Part 6 – Temporary Traffic Control Temporary Traffic Control (Parts 1 & 6) Page 193 of 320 January 13, 2012 v `. I SYMBOL I B/O/W I i £/O%D W/L R/O/W i E/O/P ( I Ca I CIF P/L DESCRIPTION BACK OF WALK EDGE OF DIRT WHITE LINE RIGHT OF WAY EDGE OF PAVEMENT CENTER LINE CURSFACE PROPERTYLIHE —X—X—x—X-x— FENCE ' ` I TITLE SHEET WALL om EQUIPMENT DETAILS 3 OF 10 DRIVEWAY _—�-- 10 I BUSHES & SITE PLAN 5 'OF 10 TREE 6 OF 10 RF INFORMATION SAIF POLE 10 ELEVATIONS r z E untie UTILITY POLE ^' i } STR£EFLIGHT FIELD SYMBOLOGY PARKING ME7FRISTREET SIGN DOWN GUY ARE HYDRANT UTILJTYVALVE LML/TYMANHOLE SEWER MANHOLE SQUARE VENT ROUND VENT DIG -ALERTS HANDICAP RAMP 1 OF 10 TITLE SHEET 2 OF 10 EQUIPMENT DETAILS 3 OF 10 POWER PEDESTAL DETAILS 4 OF 10 GENERAL NOTES, SINGLE LINE i\ `-, FOX RUN 'Z �3 & SITE PLAN 5 'OF 10 GROUNDING DETAILS 6 OF 10 RF INFORMATION 7 OF 10 ELEVATIONS SHEETINDEX 8 OF 10 SITE LOCATION PHOTOS I 9 OF 10 SITE PLAN ' 10 OF 10 I.I.D. UNDERGROUND DISTRIBUTION STANDARDS" f I THE PROJECT CONSISTS OF THE INSTALLATION OF WIRELESS ANTENNAS, REPEATERS AND ASSOCIATED EOUIPMENT ON AN EXISTING 30'-1" TRAFFIC SIGNAL POLE. THIS NODE SITE IS PART OF A DISTRIBUTED' ANTENNA SYSTEM (DAS). EOUIPMENT CONSIST OF: o) 1-10" (DIA.) x 22.9"L (CELLMAX.#CMA-TRI-6515-E2) ANTENNA. b) 1-29:330"1 x 3.327"W x 9.843"D -40W BTI REMOTE UNIT AND 1-25.394"L x 3.327"W x 9.843"D 20W BTI REMOTE UNIT. c) 1-10"L x 6.5�'W x 3.5"D POWER BREAKER/DISCONNECT BOX. ' d) 1-17% x 16"W x 48"H ELECTRICAL METER PEDESTAL (100 AMP). e) 1-17% x 30"W x 24"D PULL BOX AND (1)-24"L x 36"W x 30"D FIBER SPLICE VAULT. t) 23' OF I.I.D. 3" CONDUIT AND 47' OF CROWN CASTLE 2" CONDUIT. g) ANTI-GRAFITTI PAINT OR CLEAR -COAT TO BE USED ON ALL METERS AND POLES. h) ALL ANTENNAS AND EOUIPMENT TO BE PAINTED TO MATCH POLE. I PROJECT DESCRIPTION OWNER: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206) 336-7382 ZONING: N/A APN#: N/A PROJECT SUMMARY CROWN CASTLE CONTACTS: PROJECT MANAGER: PHONE: STEVE WEINGARDT (805) 732-0576 RF ENGINEER: PHONE: APURAVA BAROT (206) 336- 739 1 COORDINATES LATITUDE: 33.6852720 N W C.E.S DWG.. NO. NPN170D8 II —_—LONGITUDE: ----116.284100 I VH oyI �5 ��o I" VH i\ `-, FOX RUN 'Z �3 CONSTRUCTION MANAGER: '• �` OIyT lr - Iy Z I STEVE PATINO fro i PARK ST. �� y: i ! I DE=1GN ZONING MANAGER: r z ^' i STEPHEN GARCIA PROJECT AREA I --- ---- AVENUE 50 PROJECT TEAM i i o ----- ---.. --- r� Q C G j 76000660-15 BRIARWOOD._....._ C.E.S DWG.. NO. NPN170D8 II _ I VH oyI �5 ( PRELIMIN4PY I" VH i\ `-, FOX RUN 'Z �3 = STONEGATE 0O V H. i ��•�� v G) i ! I DE=1GN J CREEK ;Av r z O '3 COYOTE j CARLOS PUENTE I I IMPERIAL IRRIGATION DISTRICT 81-600 AVE. 58TH Lo Quinia, Co 92201 PHONE: (760) 398-5837 cpuente@iid.com BROOKVILLE 7 i --- — — — - NORTH BIG HORN TR. ._ ) i..G. RC 649-76 VICINITY MAP I UTILITY COMPANY CONTACT INFO PHONE: (805) 234-1431 PHONE: (480) 225-0151 RECEIVED MAY 3 0 2013 CITY OF LA QUINTA PLANNING DEPARTMENT APPLICANT: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206) 336-7382 WIRELESS IMPLEMENTATION ENGINEER: N/A JURISDICTION: LA QUINTA ENGINEERING COMPANY: CABLE ENGINEERING SERVICES ELIZABETH VILLALOBOS CELL: (818) 314-8150 10640 SEPULVEDA BLVD. SUITE i MISSION HILLS, CA. 91345 PHONE (818) 898-2352 CABLE ENGINEERING SERVICES OSP ENGINEER: JEREMY HARMON 10640 SEPULVEDA BLVD. SUITE 1 MISSION HILLS, CA. 91345 I PHONE (818) 898-2352 OQRpFESSlO, A Q Q\GN HER � w o. 407 8 CE x 4 I Lir CML �\P OF C A _\F'3/ SITE NAME: LAD088-04 LA QUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79.175 AVENUE 50 LA QUINTA, CA 92253 (TRAFFIC SIGNAL) r• SHEET TITLE: TITLE SHEET —STAMP: COWN ICrown -Castle 1100 DEXTER AVE SUITE 250 SEATTLE, WA 98109 Ph...: (206) 336.7782 cable engineering ct0f services 'RE�C�TI-OMMUNl._.=TiOS INC. 1 D640 Sepulveda Blvd. Suite 1, Mission Hills. CA 91345 Phone No.: (818)8 2352 Fax No.: (818)898-9186 - C.E.S. PROJECT NO.: SHEET NUMBER: 1 OF 10 76000660-15 C.E.S DWG.. NO. NPN170D8 REVISIONS: I VH 1 ; C 1 ( PRELIMIN4PY I" VH ( JH I ' ADDEG V H. _ - -•�! - j I DE=1GN JH SHEET NUMBER: 1 OF 10 Remote Unit Nechanical I Uplink and Enuiro­.Ial SP- Optic L' Budge; tOdt3o (tun performance), 15d8o (derate) - ' Optic :ength 1310nm for OL and 1550nm for UL OperaliTempereture .40-•55'C Operati Humiday 595%_________Dimensi n (H x W x D)500mm j x 250mm x 120rrun lar 20W RU 2OW Slim RU and 500mm x 250mm x 94.5mm for 20Jd Slim RU 40A1 RU needs 600mm x 250mm x 84.5mm for 40W RU FAN tray. Weight 1351bs for 201V RU WRhow FAN Tray 30lbs for 20W Slim RU j 45lbs for 40W RU FANA e 22d8A RU Tempereture<.50'C Tm Fans per measurter and 30daA RU TempereNre>•50'Cto s,65'C Remote Ung Ambienture = 25`C 44dBA RU Temperature• 65'C Antenna 7116 DIN female Optical knnmtoF E20DO/APC Power S I AC 110 - 220V S20% Poxn:r Con 2%V Renate Unit' • 110V Input 2Amps 22OW Max Power, ' 220V Input i lAmps 22OW Mex Powe1 , 40w Remote Unn 11OV Input 4 3.7Amps 40OW Max Pewer 220V Input 9 1.6Amps 40OW Max Power Waterp IPGS MTBF 2100,000 Hours Safety I I EN 60950 i I 4 II I� 1 : i I 1 i I I�i � j�I i1. •II. ii A Rs FRT7VIE :r I I I I, I • nO1M 9T,EET WLE "T""" :a2 u 3.54n 00 i . T i • i 117.•...., i I 1 I i I BTI EQUIPMENT DETAIL '"T`L 1 BTI POLE MOUNTING- I 2 12" ML-CBOX & POLE ADAPTER �- i, 3 TOP u VIEW ELECTRICAL SPECIFICATIONS F U Ra 1800: 1850.1880 A{tr TOPVEW 90.24 ASSEMBLY / 013.24 (/��\_� 010" tear tesatu90 MFt ,.,o.;y zo.s3 0 SHROUD L ! /_ (25'{mm� 2,00: t192D-2170)&U2170)AQ MODIFIED SPLITTER © TOP VIEW . 1z eRAacEr I rauw PDlafzab n Dural ar 1Une=45 00 aa Top VIEW Gain law.2'x 14.e 481 L FRONT VAw T� FRONT VEIV xTnt>rr>A i 1800 1[ : 2,5.0 ® { 2f Ott 2x 15.5dIN i_ III ( I _mow: jF,or�antal = 3 tl8 Deartnvldtlt BS':3• 0.00 - o)0.50s 2.12 I�rpBp� ` ... ��.. Vertical = 3 tlB beamllirm tear 1e• 2 t. LEFT VIEW 19ar 1T 2 t' 1 >.( 0.30 ...'g3 leas ; 010.2a;C.U.1 ztar tss•:1; oaz - � -ID.1s ; � a7.ano1 --� ( F6ced Electrical Downhill 127• FRONT„- 1 : 1 SHROUD 22.8° VSWR - 6.50 (581mm) 1900 <tS1 D.18 '- ' ; i i ; FRONT y1Ew tooe TT isolation Bellmiam Inputis 130:11B Font To BackFtatlo >250 Q..._.. rDifidlmblati0n .20� :3.3ti ' 2.W - >.i _ t s rrrno > dulatlon,lM3 153de3mm FRONT 2.R Intae1 IntetmodWatib,n, IM/ UMTS .163 dBe@I2cl2 CEM 1 (__-.____-_ 3.7T --- I' it I ' _t i AnOBma E]tiecen 68 +! 0. ,0 t 5.00 eo0 Nominal �0D 0. _ TOP 0 Max Pover.Par ftut 500w 3.l} o ao s.o0 - I_ } ca J I X21 MECHANICAL SPECIFICATIONS MOUNTING HARDWARE T S0 W+4 t 1 °°s' Connectom e x Me,-nd. "ray Bracket t i -- -zoo -'--'-- Connector Position Bottom Mountl BoR Dirtlarnsion mm M24.45 I--------- 2A.W-.-._.-- ProtfSdfm �� H t/Dlameter mui3max mm n ,52 (e.0) / 42 0.e) a 715 Re) HBI hUDiafl amm. n 581 ,DID) ALE: I T-=- AntAnna 12 (tete Product Num n6t4s Greet, ANTENNA KIT 007L I 1�-' i 5 ROUND STREETLIGHT ADAPTER j '-� YJindload at 42 We ZOB N 45 110150 Brown 6 Survival Womll 60 We, 1� [10165 Black NOTE CONCRETE cAp Is r. r tMINNAA . Colour FladomB UOltt G.Y. RAL YD3S _ W WILL NEED TO BE REMOVED 8 REPLACED. Radorne Material ABA CELLMAX ANTENNA 'SCALE: 4 i TRAFFIC SIGNAL . I j NAxD�„P«E TO MODEL#CMATR-6515•E2 11T.5�°��� TO CROVM CASTLE Ed ItPMEtfT� 1' I 1 EUNNATE ENTERING CAISsoN FOoiMG w Txr CROV0 CASTLE CELLMAXSTRANDMOUNT �I� j -CONCRETE ������ FNIER VAULT ot pAL) LOAD SDE ! II F LEVELING NUTS j L I �., 1. - 1; 0.11 woNr vaw •• irm S.W \\/\ I' I \ 1-T TO YANNOLE 4.21 4, / '•\' � `;'�' � �,� � � \ \ sAa tan �3:d � L.. � •�•, �' ``'' '% ;/ ;�%..i'' Tic 1;. f:/ �'::`>C% /%: /L�./ 7;��\` i; � �"2--..i`• �iLt: aAi -• '1.-tz4a s i i _ .?'' , ao.te i Sas \ / � . •\ } � I�EFT�YsoeVE�"w "\'•. • .'.� `\% ` I: i /\% /���,`, \`�.�..;�\\\�\.•' 1-1.2S*FOR P ''•' ',� \� .`%% \i >jti/ s --- -- MA4 - - -- ...__._... /. /'. {�. 1wHt T o LET `:/� �,/'. � ;;�'') ` i`'/' �•\-1./.2S FOR FBER 4,51-_ ) .,a. Art, i. j`-/,� i, a: j;/j;•Yj/�'` PO, ESJO,v4 z.e, ..� -- ---- I lace ::�' •�:\`:' i' �.. \\. Q N R,1��Fti •= � E No. 407 8 :10 S.S': 2. 0.0 r-` r r �.._ 'sl •: ; O.,i 21! 1130 Tt _- , Ta a3!• .._t ex i.. , ... ? 1.31 - F-- F C - i-- scALT: ACCESS TYPICAL -_-- -� 7 ACCESS TO STREETLIGHT ---- -- ----- ---- --- - --- EMBEDDED STREET LIGHT n -- $ SITE NAME: - LAD088-04 LA OUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA OUINTA, CA 92253 (TRAFFIC SIGNAL) SHEET TITLE: EQUIPMENT DETAILS COWN i S TL E Crown Castle 1100 DEXTER AVE SUITE 250 SEATTLE, WA 90109 Phone: (206) 3367362 - PLANS PREPARED BY, cab/e engineering services PP.ESCOTT COMMUNi r'.TJCINS INC. 10640 Sepulveda Blvd. Suite 1, Mission Fills, CA 91345 Phone No.: (818)09&2352 Fax No.: (618)8983186 C.E.S. PROJECT NO.: 76000660.15 C.E.S DWG. NO. NPNI3003 EVISIONS: SITE NAME: LAD088-04 LA OUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA QUINTA CA 92253 (TRAFFIC SIGNAL) 58 181.51 181.5 67 r SHEET TITLE: FRONT,CONNECTED 13 OR 15 JAW METER 'SOCKET W/SEALING RING 48- h 36' MIN. W/BUSHING i i I 3.75' -SIDE VIEW REAR VIEW FRONT'NEW FRONT VIEW METER COVER (PULL SECTION (WEATHERPROOF COVER (WEATHERPROOF COVER IN OPEN POSITION COVER REMOVED) do DOOR IN.PIXE). OPENED TO REAR) LOWER DOOR NOT SHOWN I 17• 14' � r4.75: 14.5"13 6 13.25"� TOP VIEW NOTE. - PADLOCKABLE & SEALABLE H - SEALABLE COMMERCIAL REMOTE METER PEDESTAL 0-600V SINGLE OR THREE PHASE IID UNDERGROUND DISTRIBUTION STANDARDS IID UNDERGROUND :DISTRIBUTION STANDARDS COMMERCIAL REMOTE COMMERCIAL REMOTE METER PEDESTAL .ME'T'ER PEDESTAL 0-800V.SINGLE OR THREE PHASE' FOUNDATION DETAIL N.T.B. 8137'04 07-08—OC '.IL GAPPTITM L Km -SPIE REV CHNi01AN ANDARDS COMMERCIAL REMOTE METER PEDESTAL DETAILS 24' 5-7/B•1�12-1/4•5-7/8• -4-MOUNTINO BOLT (4-1/2- x 4' HILTI BOLT) T 6-%8: /10 GAUGE WIRE MESH ot---12.45b.C.j—rt7 i I I I —1' .CMWFER ALL AROUND V_ j • 75`x- TO SCHEDULE 40 CONWR. 0 < T.:, TO PAD / x 10' C.W. GROUND 'ROD in » Harm- 1. LOCATION 'ANDDIRECTION OF METER 'TOP Vey PAD TO BE DETERMINED BY UJ). METER SHOP IMPERIAL.�T (760) 339-9210: GOACHEl1AAT 60 306-5828 -- LLL SWEEPS TO BE P.V.C. SCHEDULE 40. CONCRETE ENCASEMENT NOT REQUIRED. 3., ALL CONDUIT TO BE PVC SCHEDULE 40 . 4. MXNIMUM CLEARANCE OF 3' FROM. STRUCTURE, OR BUILDING. PLANTS, ETC. ON ALL 4'SIDES: REFER TO CLEARANCE 100.16 1' CRAM FRONT OF PAD N '6'X6' j10 GAUGE WIRE MESH - em• 'm • • - FINISH GRADE Li 2' SCHEDULE 40 CONDUIT TO PAD % ,5/8'x10' C.W. GROUND RDO— SIDE VM POWER PEDESTAL DETAILS 0 CCA"L. Crown Castle 1100 DEXTER AVE SURE 150 SEATTLE, WA 98109 Phone: (206) 3367382 cable enaineerina services PRESCOTT COMMUNICATIONS INC.' 10640 Sepulveda Blvd. Suite 1, Mission Hilts, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 C.E.5. PROJECT NO.: IID UNDERGROUND :DISTRIBUTION STANDARDS C.E.S DWG. NO. NPN13008 COMMERCIAL REMOTE .ME'T'ER PEDESTAL FOUNDATION DETAIL L � 'IL OIPPDtG�t OT -06,-08 .86V OB .ILT.B. °C VH APPRU4W 'i C MAN ST DARDS TE I REX Nd.I SM POWER PEDESTAL DETAILS 0 CCA"L. Crown Castle 1100 DEXTER AVE SURE 150 SEATTLE, WA 98109 Phone: (206) 3367382 cable enaineerina services PRESCOTT COMMUNICATIONS INC.' 10640 Sepulveda Blvd. Suite 1, Mission Hilts, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 C.E.5. PROJECT NO.: 76000660-15 C.E.S DWG. NO. NPN13008 REVISIONS: "' VH °C VH 1 01-22-13 PRELIMINARY JH ADDED ° " VH °C VH 2 02-19-13 ELECTRICAL DESIGN oso SHEET NUMBER: SCALE: 3 OF -10 N.T.S. ELECTRICAL NOTE t. ALL ELECTRICAL WORN SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 2010 CEC AND ALL VAULT LOCATION CROWN CASTLE TO UTILIZE ITEM # DESCRIPTION (NOTE: ALL DIMENSIONS ARE TO CENTER OF STRUCTURE) EXISTING, TRAFFIC SIGNAL AT THIS LOCATION. EOUIPMENT TO CONSIST OF: O 23'-0" EXIST. POWER TO ELECTRICAL METER PEDESTAL mlc mune: Q LADO V H O4 VAULT VAULT SIZE LOCATION 1-3' SCH. 40 PVC CONDUIT (LLD.) APPLICABLE LOCAL CODES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EOUIPMENT IS NOT BLOCKED. 24"x36-x30 0) 1-10° (DI.4.) X 22.9" L (CELLMAX CMA-TRI-6515-E2) ANTENNA. VAULT 1 (SPUCE VAULT) aa't E. OF C/L OF PARK AVE. & 52'-6't S. C/L OF AVENUE 50 b) 1-29.330 L 3.327"W, 9.843"D REMOTE UNIT O 29'-0" ELECTRICAL METER PEDESTAL TO PULL BOX 1 LAnUINTA 3, WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND x x 20W BTI 1-25.394"L x 3.327"W x 9.843"D 20W BTI REMOTErUNIT. 1-2" SCH. 40 PVC CONDUIT (CC POWER) SITE INFORMATION: TLCORDIA 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND PuueoxlocAnoN d) 1-10"L x 6.5"W x 3.5"D POWER BREAKER/DISCONNECT BOX. O 7'-0" PULL BOX 1 TO CROWN CASTLE SITE POLE ' - ) TELCOROIA (NOTE: ALL DIMENSIONS ARE TO CENTER OF STRUCTURE) 1-2" SCH. 40 PVC CONDUIT (CC POWER) , 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. 3 4 - , 50 79-13592253 6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E.. HOTS). GROUNDING. AND TI CONDUCTOR AND CABLE BRAND. 1/2 INCH PLASTIC ELECTRICAL TILL BO% PULL BOX SIZE LOCATION O 11'-0" CROWN CASTLE SITE POLE TO VAULT 1 2 LA (TRAFFIC (TRAFFIC SIGNAL) SIGNAL) SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M ,lW x24 CROWN CASTLE TO PLACE PULL BOX #1 1-2" SCH. 40 PVC CONDUIT (CC FIBER) TAPE WITH UV PROTECTION. OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EOUIPMENI PULL BO% I p 47'3 E. OF C/L OF PARK AVE. & 49'-0.3 S. C/L OF AVENUE 50 ( QUx) (1) 17"X30 X24" POWER PULL BOX SHALL BE LABELED WITH THEIR VOLTAGE RATING. PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITYsHEETrrrLE: - a LID TO BE MARKED (CROWN CASTLE) RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E.. PANELBOARD AND CIRCUIT ID'S). S. PANEBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH �7 ENGRAVED LAMACOID PLASTIC LABELS. O EXIST. WATER METER 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. CEXIST.TRAFFIC BOX . �/�L NOTES? GENERM POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG OR B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND - SINGLE LINE & LARGER), 660 V. CIL RESISTANT THHN OR THwN-2. CLASS EXIST. METER10. ' DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. UNLESS OTHERWISE SPECIFIED. CONDUCTOR AWG OR LARGER), 600 SITE PLAN SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE (J6 : EXIST. POWER V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CRSS 8 STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION: LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. UNLESS OTHERWISE`A VENUE 50 PROPOSED POWER POINT SPECIFIED. TI. POWER MID CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (014 AWG ORSTAMP: - ------ - - OF CONNECTION jj) LARGER), 600 V, CIL RESISTANT THHN OR TNWN-2. CLASS 8 STRANDED COPPER CABLE RATED FOR 90 -C (WET AND ��'DRY) OPERATION: WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. �l 12. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WARE LUCS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75-C (9OC \ IF AVAILABLE). 13. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NENA. UL. ANSI/IEEE, AND NEC. 14. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS, 15. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALUC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID - PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 16. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE.IT RIGID NONMETALLIC CONDUR (I.E.. RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED �� ' �•' UNDERGROUND: DIRECT BURIED. IN AREAS OF OCCASIONAL UCHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 18. UOUID-TIGHT FLEXIBLE METALLIC CONDUIT (UQUID-IRE FLEX) SHALL BE USED INDOORS AND OUTDOORS. WHERE - - - - - / - - - - , `� VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. ISI: CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. \l CROWN CASTLE TO PLACE �( ELECTRICAL METER PEDESTAL. I 1'1 'N 1 '� O Y Y 1 ' SETSCREW FITTINGS ARE NOT ACCEPTABLE. WITH NEMA. UL. 1 NO NOTE: SITE ADDRESS TO BE LABELED. 20. CABINETS. BOXES. AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE ANSI/IEEE. AND NEC. I I FACE OF METER PEDESTAL WITH MIN. 2" A S TL E 21. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER. DESIGNED TO SWING OPEN DOWNWARD: TALL REFLECTIVE ADHESIVE LETTERING. 'PANDUIT TYPE E EQUAL): AND RATED NEMA I (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) CROWN CASTLE TO PLACE VAULT #1 SHALL BE (OR OUTDOORS.1 24%36"00" FIBER SPLICE VAULT CROWN CASTLE TO CONSTRUCT ( ), Crown Castle 11OITTLE, RAVE. BORE 250 sFArLE WA 98109 22. EQUIPMENT CABINETS. TERMINAL BOXES. JUNCTION BOXES. AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL. SHALL MEET OR EXCEED UL 50. AND RATED NEMA I (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) LID TO BE MARKED (CROWN CASTLE) (1) 16°x24"x24" CONCRETE PAD 6" OUTDOORS 23. METAL RECEPTACLE. SWITCH. AND DEVICE BOXES SHALL BE GALVANIZED. EPDXY-COATED. OR NON-CORRODING: SHALL EXIST. CAN\--ABOVE GRADE PER IID PEDESTAL FOUNDATION DETAIL. S Phone: (2116) 336-722 MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA T (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP SITE PLAN 3 suc:.rs OR BETTER) OUTDOORS. 24. MONMETALUC RECEPTACLE. SWITCH. AND DEVICE BOXES SH41 MEET OR EXCEED NEMA OS 2: AND RATED NEMA I (OP, BETTER) INDOORS. OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 25. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE _ PLANS PREPARED BY: COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. ' 26. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS. CABLES AND DISTRIBUTION PANELS IN ie ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. engineering GENERATOR RECEPTACLE services PROPOSED METER PEDESTAL t00A, 120/24OV, 10. 3W PANEL A" PRESCOTT COMMUNICATIONS INC. 1000, 120/240V, 10, 3W 42,000 AIC !ODA BUS 120/NO OATS PHASE } WIRE MAN MLO TYPE NEPA 3R 10640 Sepulveda BNd. o a S c • �•¢ 40 �. `c Suits 1, Mission Hills, CA 91345 Phone No.: (818)898.2352 Fax No.: (818)898.9186 1000 1000 rm ww-Au 1 m C.E.S. PROJECT NO.: GROUNDING NOTE 2P 2P �� 3/4"C-1#2 GND "° °`� '° ' s I. THE SUBCONTRACTOR SHALL RENEW AND INSPECT THE EXISTING FACIUTY GROUNDING SYSTEM AND .1G c C60 �vOOO V{7O' IJ UGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE VAIN THE LPI, OR NFPA) LIGHTING PROTECTION CODE. 40A/2P _ 2M /40 •• - - C.E.S DWG. NO. NPN13008 REVISIONS: NEC (AS ADOPTED BY THE AHJ), THE SITE-SPECIFIC (UL ° _ - 22p 0"+4 B - 440w AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR GROUND ROD w PRELIMINARY VH SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. nru -Sl -All ss° ...21w sn W - W•o �� 1 02-19-13 ELECTRICAL °O VH 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO. UGHTNING PROTECTION. DESIGN osa JH AND AC POWER GESS) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE 3"C UNDERGROUND TRENCH 1 °w,Aw. COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING AS DIRECTED BY THE UTILITY 1. UTILITY POINTS OF SERVICE AND WORK /MATERIALS SHOWN °C (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR Swill COMPANY PANEL "A" ARE BASED UPON PRELIMINARY INFORMATION PROVIDED BY FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT . 200 IES ANO ARE FOR BID PURPOSES ONLY. THE UTILITY COMPANIES OF 5 OHMS OR LESS. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR _ STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, 20A 'FINAL AND EXACT WORK / MATERIALS REQUIREMENTS AND SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 3/4"C-1#2 GNDCONSTRUCT o TO UTILITY COMPANY ENGINEERING PLANS AND OP.nAP. 5. EACH BIS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND a: GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER O INSTALL ALL CONDUIT, PULL ROPES, CABLES, PULL BOXES, FOR INDOOR BTS: 2 AWG STRANDED COPPER FOR OUTDOOR BTS.OSP CONCRETE ENCASEMENT CONDUIT REQUIRED oc..rw 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. KEY NOTES: - E TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, 7. APPROVED ANTIOXIDANT COATINGS (I.E.. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL AND BOLTED GROUND CONNECTIONS. tD 2"C-3#8+1#LOCI POLE GROUND ROD O O BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL REQUIREMENTS COMPRESSION 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE L=SO , VD=O.2% IN SCOPE OF WORK. owrca. BRIDGE AND THE TOWER GROUND BAR. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR O SOUARE D LOAD CENTER #002-40ORB a: GROUNDING CONNECTIONS. W/2-TANDEM BREAKERS #0OT202O OR EOUAL 10. MISCEUANEOUS ELECTRICAL AND N014-ELECTRICAL METAL BOXES. FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING. IN ACCORDANCE WITH THE NEC. O 1/2"C-2#12+1#12G uo « 11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH ACROSS THE DISCONTINUITY WITH 6 AWS COPPER WIRE UL L=10', VD=NEG ® ' o:o LISTED BONDING FITTINGS OR BY BONDING CND TO POLE GROUND ROD APPROVED GROUNDING TYPE CONDUIT CLAMPS. ® 3/4"C-1#2 SHEETNUMBER: 20W-RU 40W-RU 4 OF 10 NOTES SINGLE LINE DIAGRAM 2 1 PANEL SCHEDULE �: Kr: FOUNDATION OMITTED , NOTES: FOR CLARITY 1. ALL STRANDED GROUND WIRE TO BE GREEN JACKETED. GROUND SCHEME MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 1-B00-227-2600 • � TRAFFIC SIGNAL � C � � �� ' , 1 ,• � „�,° o avos wm. �iiae a awn TOP VIEW TICKET SLOPED COVER (MARKED "GROUND Z _T g CADWELD OR 12'• iv 24" MIN. COMPRESSION FITTING I GRADE LEVEL CONCRETE COVER GR BOX 12'• X 12" I I I I I AWG I I GROUND WIRES I-WAYCADWELD I �GROUND WIRE FROM A2 I TENNA GROUND BAR 5j% ROD COPPER C 8' LENGTH FOR ANTENNAS SEE NDDETEST WELL NOTES: CURBfACE I. DIRECTION OF TRAFFIC — ELECTROLYTE COPPER CLAD GROUND ROD '� 5= 2. PLACE GROUND WIRE BACKFILL NATIVE CLOSE TO CURBFACE 1 1 MATERIAL I� SIDE VIEW SCALE: 1 SCALE: GROUND TEST WELL DETAIL N.T:S. TYPICAL STEEL POLE GROUNDING DETAIL N.T.S. 2 F B 01 ° E a \ n �00 2c o \ \ ° 00� G ���� 00p0 E 0 \ lam" A 0 PARTS LIST A COPPER GROUND BAR, USE STYLE "I" GTI TELECOM, INC. (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 EQUAL C WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR EOUAL ' D 5/8-1 1 X I" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR EQUAL E INSULATORS SHALL BE INSTALLED F 5/8-11 NUT B D SCALE: 3 TYPICAL GROUND BAR N.T.S. x 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 LA1G, AND SHALL BE LISTED FOR THEIR INTENDED USE BY AN NRTL. NOTE: TIN PLATED ALUMINUM CONNECTORS INSTALLED PRIOR TO THE DATE OF THIS STANDARD OR CONNECTORS THAT ARE PART OF AN APPROVED PRODUCT ARE NOTES: ANTENNA COAXACCEPTABLE. 1. DO NOT INSTALL COAX GROUND KIT AT A BEND AND ALWAYS ---I � 12 TO 24' DIRECT GROUND WIRE DOWN TO GROUND BEND. 2. CRIMP TYPE CONNECTORS USED ON SOLID CONDUCTORS MUST BE LISTED BY AN NRTL —- —FOR USE ON SOLID CONDUCTORS, AND MUST BE CRIMPED WITH THE DIES SPECIFIED. BY THE 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS MANUFACTURER OF THE CONNECTOR. USE A HYDRAULIC CRIMPING TOOL. SUPPLIED OR RECOMMENDED BY COAX MANUFACTURER.WEATHER-PROOFIN3. TWO -HOLE BOLTED TONGUE CONNECTORS SHALL BE USED. WIRES SHALL BE INSERTED THE3. WEATHER PROOFING SHALL BE TWO- PART TAPE KIT, COLD (SEE NOTE #3) ENTIRE LENGTH OF THE LUG. ENSURE COAX OUTER INSULATION IS SNUG TO LUG BARREL. SHRINKSHALL NOT BE USED. COAX GROUND KIPROVIDE 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 EOUIVALENT. (SEE NOTES 1 & 2) 5. USE #2 AWG STRANDED -THOMAS & BETTS 435306 OR EOUIVALENT. SCALE: A 2 -HOLE LB GROUNDING LUG SCALE: CONNECTION OF COAX GROUND KIT TO ANTENNA COAX N.T.S.4 N.T.S. 5 SITE NAME: LAD088-04 LA OUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA OUINTA, CA 92153 (TRAFFIC SIGNAL) r SHEET TITLE: GROUNDING DETAILS 0 CCA�TL E Crown Castle 1100 DEXTER AVE SUITE 250 SEATTLE, WA 98109 Phone: (206) 3367382 cabin ongineering S9rvicaS 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.: 76000660-15 C.E.S DWG. NO. NPN13008 REVISIONS: °w VH 1 01-22-13 PRELIMINARY VH ° JH owners: ADDED VH 2 02-19-13 ELECTRICAL VH DESIGN 05° JH om «: ov °w R -ER: SHEET NUMBER: om 5 OF 10 SITE NAME: LAD088-04 LA QUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA QUINTA, CA 92253 (TRAFFIC SIGNAL) r SHEET TITLE: RF INFORMATION —STAMP: ( OWN TLE Crown Castle 1100 DEXTER AVE SUITE 250 SEATTLE, WA 98109 Phone: (206) 33&1362 PLANS PREPARED BY: cable engineering services PP,ESCQTT C0MM0ljICAT101vS INC 10640 Sepulveda BNB Suite 1, Mission Fulls, CA 91345 Plane No.: (818)89&2352 Fax No.: (818)898-9186 C.E.S. PROJECT NO.: 76000660-15 C.E.S DWG. NO. NPN13008 2EVISIONS: ( I—.; VH 2 El ,_ "EL. ;n I CES::-.i.l I51 SHEET NUMBER: .6 OF 1.0 A WEATHER & CORROSION RESISTANT SIGN 30'-1" AGL NOTE: COAX SHALL REMAIN_ STRAIGHT FOR A MINIMUM OF 4" FROM PER G.O. 95 RULE 94.5 MARRING) REQUIREMENTS SHALL RE AmXED TO TH SITE POLE NO LESS CENTER OF ANTENNA BOTTOM OF CONNECTOR TO BEGINNING OF THE BEND. THAN THREE (3) FEET BELOW THE ANTENHA(S) (MEASURED FROM THE TOP OF THE SIGN) AN BOTTOM OF MAST ARM (29'-3" AOL) NOTE: NO LESSTHAN NNE (9) FEET ABOVE THC GROUND POLE DESIGN WILL MEET AASHTO STANDARDS LINE (MEASURED FROM THE BOTTOM OF THE sIGN). ATTArWkAChIT SPECIFICATIONS FOR STRUCTURAL SUPPORTS. TOP OF POLE 30'-1" AGO TOP OF ANTENNA (29'-10" AGL) I I CENTEROF ANTENNA (28'-10" AGL) TOP OF CELLMAX BOTTOM OF BTI (18'-2" AGL) FIBER SPLICE VAULT (24"x36"x30") POWER PULL BOX CROWN CASTLE TO PLACE (I 7"00"x24") (1) ELECTRICAL METER PEDESTAL. OF NOTE: SITE ADDRESS TO BE LABELED ON -CT BOX 8'-6" AGL FACE OF METER PEDESTAL WITH MIN. 2" TALL REFLECTIVE ADHESIVE LETTERING. 5'-6" 31't FRONT VIEW LOOKING NORTH ELEVATIONS TOP OF POLE 30'-1" AGL TOP OF ANTENNA (29'-10" AGL) CENTER OF ANTENNA (28'-10" AGL) BOTTOM OF MAST ARM (29'-3" AOL) TOP OF CELLMAX J ATTArWkAChIT ()7'—Q" ACI 1 BOTTOM OF BTI /(181-2" AGL) TOD hC AAACT ARRA illi'—R" A(11) 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. POWER PULL BOX (17"x30"x24") FIBER SPLICE VAULT (24"06"00") 1'j - BOTTOM OF DISCONNECT BOX (8'-6" AGL) i 4.-9" 5'-6" 10'-9" 14' SIDE VIEW LOOKING WEST 50TH AVE. SITE NAME: LAD088-04 LA QUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA QUINTA, CA 97153 (TRAFFIC SIGNAL) r— SHEET TITLE: ELEVATIONS 0 CAS O N E Crown CasUe 1100 DEXTER AVE SURE 250 SEATTLE, WA 98109 Phone: (206) 3367382 cable engineering services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. SuOe 1, Mission Hills, CA 91345 Phone No.: (818)898.2352 Fax No.: (818)898.9186 �— C.E.S. PROJECT NO.: l76000660-15 CI l .E.S DWG. NO. NPN13008 REVISIONS: - ,, ': VH 1 101-22-13 PRELIMINARY VH ADDED 2. 02-19-13 ELECTRICAL DESIGN - ,u Intel numistn: SCALE: 7 OF 1 0 N.T.S. COAX SHALL REMAIN STRAIGHT FOR A MINIMUM OF 4' FROM BOTTOM OF CONNECTOR TO BEGINNING OF THE SEND. NOTE: POLE DESIGN WILL MEET AASHTO STANDARDS SPECIFICATIONS FOR STRUCTURAL SUPPORTS. k - TOP OF POLE j ll TOP OF .4lTEl,JWil,P CENTER OF ANTENNA (28'-1=I° Lj r-'ELc' PORT A'_:L'j ZQ 7.17, TOP OF CELLMA' LTT_'-"HMFt,iT (18�_"' 20-TTOK-1 OF B-11 I 1A,"o CABLE PORT (17'-6" AGO N I po' AGO I I Y"c- --ABLE PORT"i i8' AC1 FIBE-F SPLICE VAULT Kl r "i-MIER PULL 801 FRONT VIEW LOOKING WORTH ELEVATIONS CROWN CASTLE TO PLACE (1-1 ELECTRICAL IAETEP PEDESTAL. NOTE: SITE ADDRESS TO BE LIBELED ON FACE OF METER PEDESTAL VV!i�' TALL REFLECTIVE ADHE'Sh."E LETTERIN116. III TOP OF POLE (30* -1" AOL) "'9'- 15 A00 Ti,P --,F AlITEHNA CEIITEP OF A.NTENjl.--. I Piz BOTTOM OF -MA'ST A.RM. i29!-3ACL) 1',j" CABLE PI)F,,T (28'-L" A TOP OF CELLMAY L' I . TTAr HIMIE INT (7 9" !- L CROWN CASTLE TO PLACE ; 1 1) ELECTRICAL METEP. PEDESTAL. NOTE: SITE ,D'DRESS TO BE LABELED ON FACE OF METER PEDESTAL WfTH KflN. 2'" TALL REFLECTIVE ADHESIVE LETTERING. POV,`ER PULL BID,'< BOTTOM OF Cq�C.CIj.qj[jEilT q '.8'-6'- ACO (8'-3" AGO CABLE PORT 5'-6- 14' SIDE VIEW LOOKING WEST 50TH .4 Ff. -7 :--1 ILI SITE NAME: LAD088-04 I LA QUINTA I SITE INFORMATION: (PRELIMINARY. ADDRESS) 79-135 AVENUE 50 LA QUINTA, CA 92253 (TRAFFIC SIGNAL) r- SHEET TITLE: ELEVATIONS CWN (NTLE Crown Castle 1100 DEXTER AVE MITTE 2S0 SEATTLE,WA98109 Phone: (206) 338.7382 cable engineering servic4BS PFESCOTT COMMUNICATIONS INC. 16640 Sewived. Si,,d Site i. Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)89&9186 =c -Es. PROJECT Nn 76000660.15 C.E.S DING. N0.IYPN113008 REVISIONS: - PRELIMINAR -22-1 ADDED VH ELECTFICAL VH cl t S 1,-. 1: 44 L E�yc\ c_ ��J / SHEET NUMBER: — V SrA T E �C-LE: 4 7 OF 10 - Lj T-16" 3Vt FRONT VIEW LOOKING WORTH ELEVATIONS CROWN CASTLE TO PLACE (1-1 ELECTRICAL IAETEP PEDESTAL. NOTE: SITE ADDRESS TO BE LIBELED ON FACE OF METER PEDESTAL VV!i�' TALL REFLECTIVE ADHE'Sh."E LETTERIN116. III TOP OF POLE (30* -1" AOL) "'9'- 15 A00 Ti,P --,F AlITEHNA CEIITEP OF A.NTENjl.--. I Piz BOTTOM OF -MA'ST A.RM. i29!-3ACL) 1',j" CABLE PI)F,,T (28'-L" A TOP OF CELLMAY L' I . TTAr HIMIE INT (7 9" !- L CROWN CASTLE TO PLACE ; 1 1) ELECTRICAL METEP. PEDESTAL. NOTE: SITE ,D'DRESS TO BE LABELED ON FACE OF METER PEDESTAL WfTH KflN. 2'" TALL REFLECTIVE ADHESIVE LETTERING. POV,`ER PULL BID,'< BOTTOM OF Cq�C.CIj.qj[jEilT q '.8'-6'- ACO (8'-3" AGO CABLE PORT 5'-6- 14' SIDE VIEW LOOKING WEST 50TH .4 Ff. -7 :--1 ILI SITE NAME: LAD088-04 I LA QUINTA I SITE INFORMATION: (PRELIMINARY. ADDRESS) 79-135 AVENUE 50 LA QUINTA, CA 92253 (TRAFFIC SIGNAL) r- SHEET TITLE: ELEVATIONS CWN (NTLE Crown Castle 1100 DEXTER AVE MITTE 2S0 SEATTLE,WA98109 Phone: (206) 338.7382 cable engineering servic4BS PFESCOTT COMMUNICATIONS INC. 16640 Sewived. Si,,d Site i. Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)89&9186 =c -Es. PROJECT Nn 76000660.15 C.E.S DING. N0.IYPN113008 REVISIONS: - PRELIMINAR -22-1 ADDED VH ELECTFICAL VH cl t S 1,-. 1: 44 L E�yc\ c_ ��J / SHEET NUMBER: — V SrA T E �C-LE: 4 7 OF 10 - EXISTING TRAFFIC SIGNAL LOCATION LOOKING NORTH SITE LOCATION PHOTOS EXISTING TRAFFIC SIGNAL LOCATION LOOKING WEST EXISTING TRAFFIC SIGNAL LOCATION LOOKING EAST SCALE: 1 N.T.S. SITE NAME: LAD088-04 LA OUINTA SITE INFORMATION: - (PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA OUINTA, CA 92253 (TRAFFIC SIGNAL) r SHEET TITLE: SITE LOCATION PHOTOS 0 CW N ASTLE Crown Casde 1100 DEXTER AVE SUITE 25D SEATTLE, WA 96109 Phone: (206) 3367362 PLANS PREPARED BY: cable engineering Services PRESCOTT COMMUNICATIONS INC. 10640 SeputveEa BMA. Suite 1, Mission Hills, CA 91345 Phone No.: (81 )898-2352 Fax No.: (818)898-9186 C.E.S. PROJECT NO.: 76000660-15 C.E.S DWG. NO. NPNI3008 REVISIONS: VH 1 01-22-13 PRELIMINARY VH JH owncn: ADDED VH 2 02-19=13 ELECTRICAL VH DESIGN 0° JH oma: ev era: SHEET NUMBER: 8 OF 10 D NOTES: r - INY T �F. INAi- WITH TH- ? 'P� w !EI_ C CO.. C L W c t NTR+,:TUE'_ .Eo J o f'IN =HA THE _O « 5E 'PROPERTY OWNER L NECESSaRY UTILI1t COMPANIES FOR THE LOCATION DF ALL "c .ISNNG SELC'p GRADE LiTILli:i8- AND REQUIREMENTS FOR DEPTH, SIZE AND SEPARATION PRIOR TO 6EGWNR,G CCNSTRUCTIOII. 2)PP.OPOSEC UTILIT,' SERVICES SHOWN NEED TO SIE' VER61ED Al APPROVED BY L!TILITY COMPANIES BEFORE START OF CCNSTP.UCTION. CONTRACTOR.. TO VERIFY WITH CLIEI4T PROJECT MANAGER. TO OETAI:i FINAL APPROVAL. 3)CNTRACIDR SHALL BE RESPONSIBLE FOP. ANY DAMAGE COSTS .ASSOCIATED WITH EOSETING BELOW GRAM UTILITIES AND SHALL IMMEDIATELY ;4F,RM CLIENT OF 'Alli ACCIDENTAL DAMAGE 10 E..ISTN4G UTILITIES Bt TELEPHONE AND E -NAIL REGAP,CLESS ( OF ABILITY TO REPAIR DR .1vITI:',ATE. A FOLLOW' -UP E-MAIL REPORT WITH DIGITAL 'PHOTOS WILL BE PEGU!R-LD DAILY U14TIL RESOLUTION HAS BEEN ACCEPTED BY CLIENT AND AFFECTED SEPVICE PROVIDE P•S AND RECIPIENTS. AT THEIR OWN EXPENSE. CONTRACTOR- WILL EXERCISE ALL EFFORTS TO HAVE REPAIRS MADE BY OUALIFIED TECHNICIANS A= APPPOVED BY SERVICE PROVIDER.. THIS IS A GENERAL USE DRAWING ONLY: SPECIFIC DATA AS 10 SIZE ATI^N F KNOCKOUTS. T AND LCC S 0 0A B S. OBTAINED b CUCP.15 MAY 6C OBTAINED THROV. T ACP. STANDARDS FP04. ,HOSE STANDARDS AP.i AVAILABLE ON SPECIAL ORDER. COMPOSITE ION-CONCREIE '•7 i�•CAi, /TONS> - TYPICAL COMPOSITE VAULT DETAIL 2A- r. 3E' 'r 30' 140 SCALE (L0 TO 8E MAP.KED -CROW" CASTLE-) (VAULT /T) UTILITY LINE TYPE LEGEND: PROPOSED CONDUIT --- POWER ---. –_--GAS -- -_ --WATER—_ _— . PHONE —... —STP,EET LIGHT— — —_-----------TRAFFIC--.------------ �L SEIWR -- --CABLE TV- - - STORM DRAIN - 1-800-127-2600 TICXfT p 0' EXIST. POWER j PROPOSED POWER POINT OF CONNECTION (U /, (U � I i ,• 1 ---.-,NOTE: -��—IA'sm. VAULT LOCATION EXIST, WATER METER DESCRIPTION I ALL DIMENSION'S ARE 10 CEHIEP. OF STP.UCTUPE) EXIST. TRAFFIC BO?: ' : I I �. 1E PROPOSED SITE POLE. ' - VAULT VAULT SIZE LOCAi1014 I I 1-3" SCH. 40 PVC CONDUIT vaDLr I ?4'r3JQ (SPULE VAULT) PULL BOX 1 . O FRONT \` ♦• - -- .. ._- . � ♦4 R1C0. 1-2" SCH. 40 PVC COIJC'UIT (CC POo11EF.) ..—� PULL BOX LOCATION -.- 0 T-0" PULL BOX' 1 TI} CPOWIi CASTLE SITE FvLE tHOTE: ALL D!ME!IS!OIiS AP, TO CENTEROF STRUCTURE) I LL 90k I PULL 80' SIZE LOCATION EXIST. METER ` CROWN CASTLE SITE POLE TJ VAULT i' PULL BOF. I 17'x30 ,24• 41t E. OF CA OF PARR AVE. & 4?' -O'3 S. C/L OF AVENUE 50 \ 1-1.25" SCH. 40 PVC CONDUIT (CC FIBER) (PULL 80:t) r6AS ---J 1 6' O`ML SN. 11 • ___ __—_18-_—_ HtDpm ux, d S•-6"` 6' S' CRASS w". I L 31't CRASS PM. I 1 CAN � / � i - — - - �c ` — - - CASEI810 �/ PROPOSED RISER • � / SPLICE VAULT t Y ' ' DETAIL'A' SCALE: 1•=10 i UTILITY LINE TYPE LEGEND: PROPOSED CONDUIT --- POWER ---. –_--GAS -- -_ --WATER—_ _— . PHONE —... —STP,EET LIGHT— — —_-----------TRAFFIC--.------------ �L SEIWR -- --CABLE TV- - - STORM DRAIN - 1-800-127-2600 TICXfT p 0' EXIST. POWER j PROPOSED POWER POINT OF CONNECTION (U /, (U � I i ,• 1 ---.-,NOTE: CROWN CASTLE TO UTILIZE VAULT LOCATION ITEM 3 DESCRIPTION EOUIPMENT TO CONSIST OF: ALL DIMENSION'S ARE 10 CEHIEP. OF STP.UCTUPE) D) F-10" (DIA.) z 22.9" L (CELLMAX CMA -TR -6515-E2) ANTENNA. ' : I I 1-25.3941 e 3.327"W x 9.843"D 20W BTI REMOTE UNIT. 1E 23'-0" XI T POWER I `I S . UWE . L ELECTRICAL METER PEDESTAL VAULT VAULT SIZE LOCAi1014 3 4 1-3" SCH. 40 PVC CONDUIT vaDLr I ?4'r3JQ (SPULE VAULT) i3•} E. OF CA OF PARI: AVE L 5Y -e -m :,. c,L OF .AVE!IVE 50 . O 29'-0" ELECTRICAL METER. PEDESTAL TO PULL BOX 1 ♦• - -- 2 A VENUE 50 ---------------------------USCI ._- . � ♦4 ? 1-2" SCH. 40 PVC COIJC'UIT (CC POo11EF.) � PULL BOX LOCATION -.- 0 T-0" PULL BOX' 1 TI} CPOWIi CASTLE SITE FvLE tHOTE: ALL D!ME!IS!OIiS AP, TO CENTEROF STRUCTURE) 1-1.25' .SCH. 40 FVC. C&IOUIT (CG POWER) LL 90k I PULL 80' SIZE LOCATION 011'-0" CROWN CASTLE SITE POLE TJ VAULT i' PULL BOF. I 17'x30 ,24• 41t E. OF CA OF PARR AVE. & 4?' -O'3 S. C/L OF AVENUE 50 1-1.25" SCH. 40 PVC CONDUIT (CC FIBER) (PULL 80:t) a - - 18' NATER — - --CA,V— A CROWN CASTLE TO UTILIZE ! EXISTING TRAFFIC SIGNAL AT THIS LOCATION. I I EOUIPMENT TO CONSIST OF: P 2' 0• D) F-10" (DIA.) z 22.9" L (CELLMAX CMA -TR -6515-E2) ANTENNA. 10' b) 1 -29.330"L x 3.327"W x 9.843"D 40W STI REMOTE UNIT I I 1-25.3941 e 3.327"W x 9.843"D 20W BTI REMOTE UNIT. L • X -r d) 1-10"L x 6.5"W x 3.5"D POWER BREAKER/DISCONNECT BOX. � VH ` 3 4 ! CROWN CASTLE TO PLACE PULL BOX &1 (1) 17"x30%24" POWER PULL BOY. `y LID TO BE MARKED (CROWN CASTLE) ♦• - -- 2 A VENUE 50 ---------------------------USCI ._- . � ♦4 T655 PMY. CRASS R1r1. i— � 6' OWC SN _ Q o �' {i c. a - - 18' NATER — - --CA,V— A 76000660-15 ! II I I R S -G_ P 2' 0• SID < 15' < . 223' - — -- I I ,1 = 1'-2• L • X -r ADDED VH VH Z 02- t 9-13 —tt DESIGN i— � I —I. i t 4: ' - I i 1 • ___ __—_18-_—_ —Ir xArzP c I - — - — -------CA— =16' sey[R —16- sCALN I d —..1EUD— . r I QAu 6' CGNC SR G/C --- -- - —Y----- - -- - --PA I - fiwSS ♦` / (!�♦y' «Ati M»Y. I , n USCI[XI-------'----� LASLLUIT CROWN CASTLE TO PLACE VAULT #1 (1) 24"x36"x30" FIBER SPLICE VAULT LID TO BE MARKED (CROWN CASTLE) 2j R 1n CDNDUDCUNKDATA 76000660-15 A 0 R T -O' P- 3'-0- R S -G_ P 2' 0• SID < 15' < . 223' Q : 9•Y L + '*-4- l = 7-4' ,1 = 1'-2• L • X -r ADDED VH VH /r1 EXIST. POWER S � _ t 20' 10- SEE DETAIL "A" '0' 11 i 43'1 E. OF C/L PARK AVE. .MEASURED ALONG S. CURBFACE PROPOSED POWERPOINT OF CONNECTION CROWN CASTLE TO PLACE (1) ELECTRICAL METER PEDESTAL. NOTE: SITE ADDRESS TO BE LABELED ON FACE OF METER PEDESSTAC' WITH MIN. 2" TALL REFLECTIVE ADHESIVE LETTERING. CROWN CASTLE TO CONSTRUCT (1) 16"x24%24" CONCRETE PAD' 6" ABOVE GRADE PER IID PEDESTAL FOUNDATION DETAIL. FSS1ONA4 F �o �NERMgti tics L/) NO. A0-7 $ f U W Cr exp, 4 s *' PHIC SCALE 0 10 20 \TAT (7F GP`X�O FEET SITE NAME: V LAD 8O4 R- 0 LA OUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79-135 AVENUE 50 LAOUINTA, CA92253 (TRAFFIC SIGNAL) r SHEET TITLE: SITE PLAN OWN Crown Castle 1100 DEXTER AVE SUITE 250 SEATTLE. VVA9Mo9 PhIw,: (205) 3367312 cable anging/nearing services PRESCOTT COMMUNICATIONS INC. 10640 SePLheda Blvd. Suite 1, MLSSiOn HIS. CA 91345 PhDne No.: (818)8962352 Fax No.: (818)898-9186 • C.E.S. PROJECT NO.: 76000660-15 C.E.S DWG. NO. NPN13008 tEVISIONS: DAR -C,, VH °C VH 1 PRELIMINARY ADDED VH VH Z 02- t 9-13 ELECTRICAL DESIGN SHEET NUMBER - 9 OF UMBER9OF 1 0 I . • AF 10 1/2: 8' (MIN) (BY CUSTOMER) :52 - 3'"PVC SCHEDULE 80 COUPLING (BY CUSTOMER) - STAND-OFF; BRACKET' ALUMA FORM CAI. 9 -CSO -12 W/ I- STRAP KIT CUSTOMULE ER) 80 CONDUIT NOTES- 1. ALL JOINTS TO BE CEMENTED WITH APPROVED PVC CEMENT. 2. CALL. 11D. 1N .COACHELLA VALLEY F760) 39$-5828 48HRS IN ADVANCE OR INSPECTION. 3. CALL I.I.D. IN IMPERIAL VALLEY F760) 482-3300 48HRS IN ADVANCE OR INSPECTION. 5' MIN RISER/CONDUM.DETAIL NM.S. m L12" (MIN.) (BY CUSTOMER) PVC SCH 40 SWEEP, SEE NOTE 9 '(BY CUSTOMER) CONTRACTORS NOTES 1. MUST OBTAIN I.I.D. APPROVAL FOR USE 2 CONTRACTOR -SHALL DO ALL TRENCHING. (REFER TO CONTRACTORS NOTE IA -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 CONDOR;RUN. BETWEEN PUW30X AND METER - 5. CONTRACTOR SHALL CALL ENGINEERING FOR,TRENCH INSPECTION PRIOR TO BACKEIWNG.'. 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 COMMERC64L SERVICES. 8. ALL MATERIAL SHOWN .ON SKETCH EXCEPT POLE SHALL BE FURNISHED AND INSTALLED BY ,CONTRACTOR : AT HIS EXPENSE. Q_ REFER TO TABLE 5 RISER SWEEP RADIUS: (PAGE 24) IID UNND/ERGROUN•DpDDIISTRIBBLrUIIONN STANDARDS 12 SECO�L'1i� 1 RISER I I , am"PULLBO% I j� i PEAT x.r.s. SCH. 40 SWEEP, o�-�a-w 'u. aePPDta>�L < r. eta GRAVEL I�PVC I SEE NOTE 9 :APPROVED I (BY CUSTOMER). PVC .SCH,80 SWEEP35" I RADIUS TE 9) I (BY CUSTOMER) t --J I --J RISER/CONDUM.DETAIL NM.S. m L12" (MIN.) (BY CUSTOMER) PVC SCH 40 SWEEP, SEE NOTE 9 '(BY CUSTOMER) CONTRACTORS NOTES 1. MUST OBTAIN I.I.D. APPROVAL FOR USE 2 CONTRACTOR -SHALL DO ALL TRENCHING. (REFER TO CONTRACTORS NOTE IA -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 CONDOR;RUN. BETWEEN PUW30X AND METER - 5. CONTRACTOR SHALL CALL ENGINEERING FOR,TRENCH INSPECTION PRIOR TO BACKEIWNG.'. 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 COMMERC64L SERVICES. 8. ALL MATERIAL SHOWN .ON SKETCH EXCEPT POLE SHALL BE FURNISHED AND INSTALLED BY ,CONTRACTOR : AT HIS EXPENSE. Q_ REFER TO TABLE 5 RISER SWEEP RADIUS: (PAGE 24) IID UNND/ERGROUN•DpDDIISTRIBBLrUIIONN STANDARDS 12 SECO�L'1i� 1 RISER , am"PULLBO% x.r.s. aj;v ore o�-�a-w 'u. aePPDta>�L < r. eta FEV .nATr I mm,"AtmAR06 :APPROVED I.I.D. UNDERGROUND DISTRIBUTION STANDARDS 'r Underground conduits, ducts conduh Rhinos, end sealing oomoound: A Cadult rues than not cross each odor when W the same level and/or pima. B. -primary cmduila shill be Wiled a mbtlmhon depth of four feet (1'). Secondary and servnm Conduits shall be buried a minimum depth of two and Dna halt feet (2%1. C. Sties and arrahgernmb of mndwb shell be m dawn on tlr dewing.. D. VOrm the axkrthel dia—mr of Ur conduit is amaW than the darner of the opening in the vaun was. Me reduction In mndult damater shall take piece two ken (21 from t a edenal wail of t e vault Refer to Drewiml #I UndoMmmd conduitsduets, conduit fittings. and sealing canpound continued: K The installation mntrecrr urn mandrel an codult nuns to and Including service duct, IID spa/ provide the mandrel and i sptomr. (Impaction schedules aro subject to a minbnm 48 hour advance nodm and ara ,ypobrbnam only- U Quina (Nisi 398x828: bnperlal (760) 482- L The Installation of the mnduh system will be Ombe ed by a aygte mntractar Or onto entity a glue One, projectconMhmy. r.dudrg the possiailty of deviadom from ar G.O. 128.903110rha. SITE NAME: LAD088-04 LA QUINTA / SITE INFORMATION: a (PRELIMINARY ADDRESS) 5. TransformerDads lunctim pads precast vaults function sleeves: _ 79.135 AVENUE 50 LA QUINTA, CA 97253 A All mndull enbxirg fransformor pads shall be cut all (- to 1'Oxh) horn (TRAFFIC SIGNAL) above the top of the pad. B. AD conduit entering secondary pug bonds or splice boxes anon be cot o9 r to 9- (Indra) above the pee grovel. SHEET TITLE: C. singlo phase transforms pads Installed aelamnt a meet shall nava lir prtmary conduits instilled closest to to mad. and aewday =ha to installed away from the road. (Contact the appropriate IID Customer Service Project Mangy) I.I.D. UNDERGROUND D. Trrntom,er paft pull boxes, manholes, 4sdts. ,cod switch pad brmlwCons. steel be installed T above food grade(w1rua not ohstaned along ekiewasa) DISTRIBUTION STANDARDS and Nun final al stlawax for teas types of rthsa0etos. In areas with doping artows wester than We, ft hol,Mc op edge anal be set as shown below Ng lest pant of slope. 9n no case int them be more man 3- . at slope In T (fort) of hwuonal measurement) E. Tr inscomer Pad inspection. when lir contractor receives m installs a Trar¢Mme, Pad that has a cmtmrws crack across note skies (side, top. STAMP: and Insure widow) this fad will be roscied by nr 01) Inspector. When e as& Is rrrmmktlmlats and lir aadt exceeds 1/32' (.032) wide, lir mntador may make appropriate rcpm lo lir crack: with a manufacoae - approved epoxyequal to Cu4GEL 7000. The cMbaderw it inform t e IID Inspecmr of any nark repair to W made betae repair is made. F. Cord ea3v Is responsible krr P=Wcnt and waterPrOd madLgs an all inleda vault knockouts, any and an corduh. conduct nae, aro stub outs. with the cortlut nurtoer CeneVandHg to Cr number el— an the Plana. G. Contractor shag a:a or grout around saarm, fid seen=. and days ahhdng . vaulb and pullooxes to prevent sail and water entrbhg atiama or openbge. H. Wham the usemal dlarraar of f conduct s smaller than fur diarrrer of the opentrg In lir vault wag. the reduction in ccndult diameter shall take pram bre read In from the maxnal wan of the vau0. Refer to Sector 4D Rotor to Drawhm N 1 I. Contrail ulDeveloper shall keep ed debris away from IIDS transformer Pads. primary vaulm, sacdhdary pW bass, and other IID equipment to give IID personnel accae duotrg the doaibn of the project C ONNAS Crown Castle 1100 OUTEFt AVE SUITE 250 SEATTLE, WA 98109 Phone: (206) 3367382 9. Marking tane.over conduit A Conatclor anal instal 2' Ike guard 111 tape, red in colo with back kt6rl9g 'CALMON BURIED ELECTRIC LINE BELOW isle Sandam 100.61 e. Contractor urn bsali a mudan tape 12' above the power duck. Q0 ,standard /00,51 7. Secondary rwllbox: SomMary pu nboxes must be as shown on the d—ings. Suaace secondary Pul@or}i8&ed N aafbx l Imperial edgh DIsbia secondary coraarlion. Refamce Sandard'181.1-181:11 8. Copperweld ground -rods 519- x 10': A To Comply wend General Older 128, ode 21.5A, the contractor is required to Wowkie shelf Iratrtiane0 ad each tranafortna ppm andx 1 � gi�aad coda cam. iseafianmresm9crordaafn B. The devaoper will be responsible Nr ung any and al ground rads in the system dot is a joint trench. This Mn be Prademrmhrd and mmpk6ad belle IID corsti clion craws ardve on the job. C. Trm h and ped graro6ig Shoe, phase p nsfixrrher reference Standard 190219021 Three phase barslemher morence Standard 190.1190.31 Slegic phase ee for rglerenm Standard 1 -a. --- -Theo pnaeo sector relarence j. 1905190.61 9. Guard posts: A Guaid posts shall be 4' dL'mrly pipe a7ocuo 40 black cold mYed steel. painted high visibility yenwr. Sm stnih6W 181,6_ fa concrete gNtamdaton mgWranens and typical to ation of posts ammhe IID equipment. r'LAK.I r rtrAKCu gT: 19 cabbie engineering SBAIices 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.: 76000660-15 C.E.S DWG. NO. NPNI3008 REVISIONS: VH 1 101-22-13 PRELIMINARY VH ADDEDvrl 2 02-19-13 ELECTRICAL eC VH DESIGN 0$e 4 JKttl nUMtltK: SCALE: 1 10 OF 10 N.T.S. T4tvl 4 14'PQuiarw 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. DATE: 6/20/2013 o. Subdivision Im Minor Im LOCATION OF CONSTRUCTION: Crown Castle; LAD08804; Southeast Corner of Avenue 50 and Park PURPOSE OF CONSTRUCTION: Install a DAS Wireless Antenna on Existing City Traffic Signal DESCRIPTION OF CONSTRUCTION: See Attached Plans lass III 5 A eni]'e 5vcl DIMENSION OF INSTALLATION OR REMOVAL: 12'x 12' (Work Area) APPROXIMATE TIME WHEN WORK WILL BEGIN: 6/24/2013 TIME OF COMPLETION: 9/24/2013 ESTIMATED CONSTRUCTION COST: $25,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing permanent resurfacing and/or replacing improvements) COMMENTS (i OJeK t/to "pq S t4rF7WR 9� Y13 (Sc 0.00 L S' AK775) 0 "30 A -$K TD Z It DO PH1 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 r - least twenty-four (24) hours prior to the anticipated inspection. j-— — ' Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and re ulati ns of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of App scant or Agent Crown Castle - Susan Makinson Name of Applicant Pacific West Communications (PWC) - Scott Name of Contractor and Job Foreman 597074 Contractor's License Number Federal Insurance Company Applicant's Insurance Company FEES Subdivision Improvement Permit - Class Minor Improvement Permit - Class I 1100 Dexter Avenue, North Seattle, WA 98109 Business Address 900 W. Gladstone Street, San Dimas, CA 91773 Business Address Finance Revenue Code Inspection Fee EE=1 $0.00 Permit Fee EE=1 $4,935.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, E_B $0.00 if required TOTAL $4,935.00 (480) 430-3682 Telephone No (714) 348-7153 Telephone No. 106739 City Business License No 7021-02-28 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 13067 DATE ISSUED: EXPIRATIO DATE: S BY: a 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. Date: T4tf 4 4 a" PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT • Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) i n-��1 CL USS . t _ % _ _. _ 11 s -t % r -M I , Description of Construction (i.e.: See Plan Set No. 01234) Dimension of Installation or Removal: 102) ' X .Approximate Construction Start Date: ©(,1'ay I '-')o I � Approximate Construction Completion Date: JnA ;�L4 Estimated Construction Cost: $ Qo!S Ck7C7 o O Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Contact. Name: ()a}G.tzor-N Phone Number: L4f30.i49Q.% Name of Applicant/Owner: yj (2ask4•e. Applicant Address: I I b der Applicant Telephone Number: { Vp;n&+ 680S --13� _ O �-7(�,, Applicant .E-mail Address: Stern. Ma)e inStan. C.en4rz%cAar @ crn Corn, Name of Contractor: Q( -AC t1�1P C�omrrwn,ICio�s �Pte�C� Contractor Address: O1ob W . Q aArNtne 15k e�an � i mya� a f't o. I'1'1'3 Contractor Telephone Number: `l I14 .--54 4 a. -1 Is "-I 15COA aV-2u Contractor State License Number: 159-10-1 L4 Contractor. City Business License Number: to Contractor E-mail Address: Sr-o"*i 1� pwc(nC,, WS ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVTDEDt Applicant or Contractor General Liability Insurance Company: T�Fd -e ra ( 1vmw+-a. ce Co Applicant or. Contractor General Liability *Insurance Policy Num er: 7fl21- 0 2-2g Office Use Oniv: Inspection Fee: Permit Fee: As -Built Deposit:_ Dust Control Deposit: Credit Amount: Office Use Nu Assigned Pertnit.it.Number: Approval Date: Expiration Date: _ Issue Date: Administrative Authority: l TQTA.I., FEF. i)Uls: ' rive 'fiec IIis s — Forms pp Ica Ions Application for Permit postedt5-zb-VV , . F C,4 -2-L C-10 �A rV7 0.4 ACbR h® CERTIFICATE OF LIABILITY INSURANCE Page 1 of 1 DA T_(MMIDDNYYY) 03/29/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Willis of Pennsylvania, Inc. c/o 26 Century Blvd. P. 0. Box 305191 PHONE FAX 877-945-7378 888-467-2378 -MAIL certificates@willis.com Nashville, TN 37230-5191 Y 7021-02-28 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Federal Insurance Company 20281-005 EACHOCCURRENCE $ 11000,000 INSURED Crown Castle international Corp INSURERB:New Hampshire Insurance Co. 23841-000 INSURERC: See Attached Named Insured List 1220 Augusta Dr. Suite 500 Houston, TX 77057 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:19588727 REVISION NUMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TR TYPEOFINSURANCE DD' SUB POLICYNUMBER POLICY EFF. IN POLICY EXPI LIMITS A GENERAL LIABILITY Y Y 7021-02-28 4/1/2013 4/1/2014 EACHOCCURRENCE $ 11000,000 DAMAGETORENTED PREMISES Eaoocurenoe $ 11000,000 X COMMERCIAL GENERAL LIABILITY MED EXP (Any one person) $ 51000 CLAIMS-MADEa OCCUR PERSONAL BADVINJURY $ 11000,000 GENERALAGGREGATE $ 2.000,000 GEN'LAGGREGATELIMITAPPLIESPER: PRODUCTS- COMP/OP AGG $ 2,000,000 X POLICY PRO-AFrT F-1 LOC $ A AUTOMOBILE LIABILITY y Y. 7021-02-29 4/1/2013 4/1/2014 COMBINED) SINGLE LIMIT $ 1,000,000 X ANYAUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED AUTOS AUTOS ( ) BODILY INJURY Per accident $ HIREDAUTOS NON -OWNED AUTOS - PROPERTYDAMA E (Per accident) $ $ B X UMBRELLALIAB X OCCUR y Y 61844671 4/1/2013 4/1/2014 EACHOCCURRENCE $ 51000,000 AGGREGATE $ 5,000,000 EXCESS LIAB CLAIMS -MADE DED I RETENTION $ $ • WORKERS COMPENSATION ANDEMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVEO OFFICER/MEMBER EXCLUDED? NIA 7171-06-98 4/1/2013 4/1/2014 X I TWOCRyS',AlmT�-, O - E.L. EACH ACCIDENT $ 11000,000 E.L. DISEASE -EA EMPLOYEE $ 1,000,000 IMandatory .inNH) ffyes, asrnbe under E.L. DISEASE -POLICY LIMIT $ 1x0001000 DESCRIPTIONOFOPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach Acord 101, Additonal Remarks Schedule, if more space is required) Re: DAS Network in Palm Springs (MetroPCS/Verizon). City of La Quints is included as an Additional Insured under the General Liability, Auto Liability and Excess Liability policies as required by written agreement and only with respect to the liability arising out of the operations performed by or on behalf of the Named Insured. Waiver of Subrogation applies in favor of Additional Insured with respects to General Liability, Auto Liability and Umbrella Liability. CERTIFICATE HOLDER rANrr-I I ATInN Coll:4050580 Tpl:1614301 Cert:19588727 ©1988-201"CORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE City of La Quints. 78-495 Calle Tampico La Quinta, CA 92247 QU Coll:4050580 Tpl:1614301 Cert:19588727 ©1988-201"CORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD .:........ c��BB Liability Insurance Endorsement Policy Period Effective Date Policy Number Insured APRIL 1, 2013 TO APRIL 1, 2014 APRIL 1, 2013 7021-02-28 PIT CROWN CASTLE INTERNATIONAL CORPORATION Name of Company FEDERAL INSURANCE COMPANY Date Issued MAY 1, 2013 ::::.:............................. This Endorsement applies to the following forms: GENERAL LIABILITY :'v.0y;{J}�:{::L:Uy,J;'n::JJis!:::!.JJriCJJJJJJr:ri:riL:•JJJ:b: •:^:S,+iJ:JJJ'r' JJi:::!.v:. w::: •. � :......... .,:+:................................$............r....r.n:;.J.....,+?:CJJ:iJ1.i:!!i:..:iii:!r{.:i.JJ:J>:.:4J:4}:•i:•J:i{i{:•b..v::::::.w.v:v;•::•,::•vvw:..:•.v.w::.vnv:,w.r.:... .. .............. ... ........ ....... .................... . r......:.vtp: J::.i.v!:;q?:::::::;:rv::;!v??i�::•i:.JJ:.::!!Li?J?i}�%+w:::: {n .,:...+.,.. r............::::v: ;.!n} Under Who Is An Insured, the following provision is added. Who Is An Insured AddifionaFlnsured:=i Persons or organizations shown in the Schedule are insureds; but they are insureds only if you are L$CJE0uled PerSOrl . obligated pursuant to a contract or agreement to provide them with such insurance as is afforded by (Or Organ�zat�on this policy. However, the person or organization is an insured only: • if and then only to the extent the person or organization is described in the Schedule; • to the extent such contract or agreement requires the person or organization to be afforded status as.an insured; • for activities that did not occur, in whole or in part, before the execution of the contract or agreement; and • with respect to damages, loss, cost or expense for injury or damage to which this insurance applies. No person or organization is an insured under this provision: • that is more specifically identified under any other provision of the Who Is An Insured section (regardless of any limitation applicable thereto). • with respect to any assumption of liability (of another person or organization) by them in a contract or agreement. This limitation does not apply .to the liability for damages, loss, cost or expense for injury or damage, to which this insurance applies, that the person or organization would have in the absence of such contractor agreement. Liability Insurance Additional Insured - Scheduled Person Or Organization Form 60-02-2367 (Rev. 5-07) Endorsement continued Page 1 Liability Endorsement (continued) Under Conditions, the following provision is added to the condition titled Other Insurance. Conditions Ofher.;lnsur� `ane iI;you are,obligated, pursuant o k ntraci or age" ieement„to provide the:person or organizauo (Primary, Noncontributoryt shown m the Schedule wiGh:primary"insurance such as'is afforded by this policy, then in such case'} Insarance -. S_cheduledJ thisinsurance is primary_and_we:will not seekcontibucion'fiom msuiance available �o such peison) PersonOr Or angation i nor g izaaon: Schedule '. Any Person or Organization Required by Written Contract or Agreement Liability Insurance All other terms and conditions remain unchanged. Authorized Representative Additional Insured - Scheduled Person Or Organization last page Form 80-02-2367 (Rev. 5-07) Endorsement Page 2 City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 13067 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 (%") 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. 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. PERMIT NO. 13067 Crown Castle (LAD088-04) /-Install DAS Wireless Antenna on Existing City Traffic Signal & Associated Equipment / Southeast Corner of Ave 50 and Park Ave 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. A separate building permit is required for the modifications to the 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 1 of 6 PERMIT NO. 13067 Crown Castle (LAD088-04) / Install DAS Wireless Antenna on Existing City Traffic Signal & Associated Equipment / Southeast Corner of Ave 50 and Park Ave 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 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. 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. 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. 21. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. Special Conditions Page 2 of 6 PERMIT NO. 13067 Crown Castle (LAD088-04) / Install DAS Wireless Antenna on Existing City Traffic Signal & Associated Equipment / Southeast Corner of Ave 50 and Park Ave 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 Pennittee'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. 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. 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. 13067 Crown Castle (LAD088-04) / Install DAS Wireless Antenna on Existing City Traffic Signal &. Associated Equipment / Southeast Corner of Ave 50 and Park Ave 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. 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. Special Conditions Page 4 of 6 PERMIT NO. 13067 Crown Castle (LAD088-04) / Install DAS Wireless Antenna on Existing City Traffic Signal & Associated Equipment / Southeast Corner of Ave 50 and Park Ave 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 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/a" 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: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. Special Conditions Page 5 of 6 PERMIT NO. 13067 Crown Castle (LAD088-04) / Install DAS Wireless Antenna on Existing City Traffic Signal & Associated Equipment / Southeast Corner of Ave 50 and Park Ave • 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. 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 anytime. 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/0/W I BACK OF WALK E/O/D EDGE OF DIRT 1 i W/L WHITELINE i R/0/W RIGHT OF WAY I E/O/P EDGE OF PAVEMENT ! CIL I CENTER LINE ! , CIF CURBFACE ! .I P/L PROPERTY LINE ,.—x—x—x-x— FENCE WALL —�'�i--- DRIVEWAY BUSHES TREE -- SITE POLE ® DDSTING UTILITY POLE 57REE F LIGHT h • PARKING ME7ER/SIR£ETSIGN x DOWN GUY <� FIRE HYDRANT o UTILITY VALVE [O] UT7UTYM4NHOLE R ® SEWER MANHOLE ti SQUARE VENT e ROUND VENT DIG -ALERTS HANDICAP RAMP FIELD SYMBOLOGY I i 1 OF 10 TITLE SHEET 2 OF 10 EOUIPMENT DETAILS I 3 OF 10 POWER PEDESTAL DETAILS I 4 OF 10 GENERAL NOTES. SINGLE LINE & SITE PLAN 5 OF 10 GROUNDING DETAILS 6 OF 10 RF INFORMATION 7 OF 10 ELEVATIONS i 8 OF 10 SITE LOCA110N PHOTOS 9 OF 10 SITE PLAN 10 OF 10 I.I.D. UNDERGROUND DISTRIBUTION STANDARDS SHEET INDEX -_ HE PROJECT CONSISTS OF THE INSTALLATION OF WIRELESS ANTENNAS, REPEATERS AND ASSOCIATED OUIPMENT ON AN EXISTING 30* -1" TRAFFIC SIGNAL POLE. THIS NODE SITE IS PART OF A DISTRIBUTED NTENNA SYSTEM (DAS). OUIPMENT CONSIST OF: 1-10" (DIA.) x 22.9"L (CELLMAX •#CMA -TRI -6515-E2) ANTENNA. 1-29.330"L x 3.327"W x 9.843"D 40W BTI REMOTE UNIT AND 1-25.394"L x 3.327"W x 9.843"D 20W BTI REMOTE UNIT. 1-10"L x 6.5"W x 3.5"D POWER BREAKER/DISCONNECT BOX. 1-17"L x 16"W Y. 48"H ELECTRICAL METER PEDESTAL (100 AMP). 1-17"L x 30"W x 24"D PULL BOX AND (1)-24•L x 36•'W x 30"D FIBER SPLICE VAULT. 23' OF I.I.D. 3" CONDUIT AND 47' OF CROWN CASTLE 2' CONDUIT. ANTI-GRAFITTI PAINT OR CLEAR -COAT TO 13E USED ON ALL METERS AND POLES. ALL ANTENNAS AND EOUIPMENT TO BE PAINTED TO MATCH POLE. I PROJECT DESCRIPTION COORDINATES I LATITUDE: 33.6852720 N LONGITUDE: _ _116_284100 W OWNER: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206) 336-7382 ZONING: N/A MAY 3 0 2013 CITY OF LA BUINTA PLANNING DEPARTMENT APPLICANT: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206) 336-7382 WIRELESS IMPLEMENTATION ENGINEER N/A I APN#: JURISDICTION: I N/A LA OUINTA I PROJECT SUMMARY CROWN CASTLE CONTACTS: PROJECT MANAGER: PHONE: STEVE WEINGARDT (805) 732-0576 RF ENGINEER: APURAVA. BAROT PHONE: (206) 336- 739 1 PHONE: (805) 234-1431 PHONE: (480) 225-0151 ENGINEERING COMPANY: CABLE ENGINEERING SERVICES ELIZABETH VILLALOBOS CELL: (818) 314-8150 10640 SEPULVEDA BLVD. SUITE 1 MISSION HILLS, CA. 91345 PHONE (8.18) 898-2352 CABLE ENGINEERING SERVICES OSP ENGINEER: JEREMY HARMON 10640 SEPULVEDA BLVD. SUITE 1 MISSION HILLS. CA. 91345 PHONE (818) 898-2352 ,y, FESSt HER�I, o. A07j8 rn w rI x 4 I � LOT CML �\P 1 SITE NAME: LAD088-04 LA OUINTA SRE INFORMATION: (PRELIMINARY ADDRESS) 79.175 AVENUE 50 LA OUINTA, CA 92253 (TRAFFIC SIGNAL) r SHEET TITLE: TITLE SHEET 0 COWN STLE i Crown Castle _ 1100 DEXTER AVE SUrrE 2S0 SEATTLE, WA 98109 Phone: (20617367781 rwna rrtcrnrtcu or: cab/e engineering SBrV/CBS PRESCOTT COMHUNIC=.Ti0P11S WC. 10640 Sepulveda Blvd. Suite 1, Mission Fills. CA 91345 Phone No.: (818)598-2352 Fax No.: (818)098-9186 — C.E.S. PROJECT NO.: 76000660.15 C.E.S DWG. NO. NPN130DB — SHEET NUMBER: .. 1 OF 10 I I l i � ; 3 IN I,VIVJIKUI,IIVIV MAIVHULK: ! �4 OR ( 0 ' STEVE PATINO I ST. �' co �o �� I ZONING MANAGER: PARK ar ! �' STEPHEN GARCIA PROJECT AREAj ! 1 AVENUE 50 f PROJECT TEAM ; QUAIL CRMP- I -�•\ BRIE l a 1 ----- ---- ---- ---- I _ PACK RABBIT TR. ��--- -- - i w I Si- IZ CARLOS PUENTE o , Q' Op ` a I i IMPERIAL IRRIGATION DISTRICT y0�- FOX RUN J z !� s z STONEGATE _ _-- -t ': i 81-600 AVE. 58TH V, ;2c 0 o I Lo Ouinia, Ca 92201 COYOTE CREEK 1� z o ! ! PHONE: (760) 398-5837 a m 1 cpuente@iid.com BROOKVILLE I m _ i NORTH ; i I BIG HORN TR. J ( r.G. RC 849 I ' VICINITY MAP - _- UTILITY COMPANY CONTACT INFO _-_- _ - - _1 PHONE: (206) 336- 739 1 PHONE: (805) 234-1431 PHONE: (480) 225-0151 ENGINEERING COMPANY: CABLE ENGINEERING SERVICES ELIZABETH VILLALOBOS CELL: (818) 314-8150 10640 SEPULVEDA BLVD. SUITE 1 MISSION HILLS, CA. 91345 PHONE (8.18) 898-2352 CABLE ENGINEERING SERVICES OSP ENGINEER: JEREMY HARMON 10640 SEPULVEDA BLVD. SUITE 1 MISSION HILLS. CA. 91345 PHONE (818) 898-2352 ,y, FESSt HER�I, o. A07j8 rn w rI x 4 I � LOT CML �\P 1 SITE NAME: LAD088-04 LA OUINTA SRE INFORMATION: (PRELIMINARY ADDRESS) 79.175 AVENUE 50 LA OUINTA, CA 92253 (TRAFFIC SIGNAL) r SHEET TITLE: TITLE SHEET 0 COWN STLE i Crown Castle _ 1100 DEXTER AVE SUrrE 2S0 SEATTLE, WA 98109 Phone: (20617367781 rwna rrtcrnrtcu or: cab/e engineering SBrV/CBS PRESCOTT COMHUNIC=.Ti0P11S WC. 10640 Sepulveda Blvd. Suite 1, Mission Fills. CA 91345 Phone No.: (818)598-2352 Fax No.: (818)098-9186 — C.E.S. PROJECT NO.: 76000660.15 C.E.S DWG. NO. NPN130DB — SHEET NUMBER: .. 1 OF 10 Remold Unit Mmhanical Uplink Optic Lin K Budger 10dBo(full performance), 15d90 ideate) Notes Optic' ve:ength 13 t0nm for DL and 1550nm for UL Operatin 1 Temperature !40 - .55'C Omtensn �n (H x W x D)500mm x 250mn 120mm far 2GW RU 2D.v Slim RU and 5ilOmm r 250mm x B4,Smm for 20WSem RU 4DW RU needs 600mm r 250mm x 845—Idr 40W RU FAN trev. Weight 135lbs for 2MV RU W.thout FAN Tray 301bs for 20W Slim RU 451bs for 4. RU FA"Ac Sbc Nape measure �tmeterand I22dBA RUTemperature <.50'C 30dBA RU Temperature >•50•C Io S•65'C TN41 Fans per Remote Un, Ambient emperature=25-C 44dBA RU Temperature 65-C Antenna Pon 7116 ON female Optical nnector E2000/APC Power 5 pply AC 110 - 220V : 20% PONer C nsumpbon Remonn 20W te U • 110V Input i 2Amps 22OW Max Power 220V Input i (Amps 22OW Max Power 4DW Remote Unn • 110V Input 13.7Amps 11 Max Pewor 220V Input -) 1.BAmps 400W Max Power Watery of IP65 MTBF i : 100,000 Hours Safety EN 60950 Anr�r, _. _._ _ ._._ -• Taves MiISeUME6igEFi NSE - ',�• � / a� Fa,nr NEN 1 tdno anlFEi wLE ...F L- "AllW I G VA I �I BTI EQUIPMENT DETAIL 1 BTI POLE MOUNTING - - `-- I 2 12" ML-CBOX & POLE ADAPTER - 3 n.T.. .I - I TOP VIEW ELECTRICAL SPECIFICATIONS Frilquency Ran 1900: 18561860 AIR Top vrEw! ASSEMBLY 00.24 019, 1900: 195D•19901011Q - •ASS SHROUD t Imo' TOP VIEW (254mm) 2100: 192D-2170 k" _ MODIBRACPLITIER TOP VIEW Pdorization werLlroert45• a'',2 -BaD� BRACKET ! I Gain 1900: 2x14.9 ®I FRorrtvlEw FNGNr vEw LEFT FRDNi tr W 1000: 2 x 15.0 dEll : i 1... 8fl_ 2100: 2x 15.5 d9i Horizontal = 3 dB beamwidth 65.13' ila' '!Osz J vertical = 3 dB 118amWfd711900: 19' t 1• LEFT ME.�. 1900: 1 r t 1' 1 2100: 15.5.11• G-s'�—- lU.iB i I aY.rtJ OD.) -/ I Fixed Eledriral DowntiR Y 22.9° VSWR 1800: 05:1 FRONT VEW SHROUD 1 33 ! I FROM VIEW i Isolation Between Inputs 1 20 ! Ford To Back Ratio -25® ' arDlsalminatfon >20dB t3.a+1 aGD r.1 ' . Intermodulation, IM3 GS >153dBc®21t47aer++ �.. -y� _ a.Ga -+ : .z , 4 44 �__ FRONTytEW -252 et- Intennodulatbn, IW(UNITS)>183dBe@21t42�„ 326 ( 1 � _ a -_�Antenna E1llecen ee• o.e3_o.;�-- ! I I � 4.,a e:xi Nominal ante 5pD is.>5VEw, J _ ! i o sm 3 I ) ,.ca -) I v2- Max Power Per Input 50o w L o 2.00 _ ' f MECHANICAL SPECIFICATIONS MOUNTING HARDWARE r so ConnBCtora 6 x 7116 taraM t_ .... .... ...... ... 20.03 ....................... Connedor Position Bonin tvburltiBracket 1 Lightning Protection DCCrp+dad �.._.... ......... _ - ntinn 45 --+ -- . Poiodud Number Survival mmMea• Hei h01� Grlr -Lr UDlameter mm n 561 (72.8 (10.02 H hUDlameter min3max mm In 152 (8.0)r 41(1.8) 6 ro R.8) I Mtennaw ' 12 N0 (7a®) ANTENNA KIT 007E �-- -; 5ROUND STREETLIGHT ADAPTER LE. 6 Windloadat42rtVs 208N(46 1161x0 Brown Survival Wind 60 Ma 134 110165 9rY NOTE: CONCIETE CAP IS r a r INYIIAL Colour Redonm Lr9lt Grey. RAL 70.75 NOTE:CAP CL NEED TO cAp isREMOVEDxrMKINPu0':D. Radame IV�terial ASA CELLMAX ANTENNA _GALE: i I^,I /, TRAFFIC SIGNAL i MODEL #CMA•TRI.651rE2 rl.T.S. 4 ^NATAND BASE PLATE OF LEVELING POLE, TO TO CROWN CASTLE ECIWIIENT EL)N LATE ENTERING CASSM FW1`NG. ,- rir CROWN CASTLE CELLMAX STRANDMOUNT1i FBERVAULT EL9 N MF d�rwF+®oar.al I -CONCRETE -CROWN CASTLE COMM a ,e V LEVELING NUTS -LOAD SDE a.! 4X, l_______f ruo"r vow I .: ._ —^-- I `—t_-�C e L.•.�. d.Pt-� rmvEw B.fO :-- •'�`�.. .�a-_-''_"'_-a-.''_ I l '� �'�r``_�—` \. \ \' ` -1.r TOMANHOLE ' Fsoevxw rawive. z' -' � .%/,. ..%:i�'-� .'/.•.'��;� �� `�; % //.•'l�%lj%/�%� �� �../\/��. i— 4.3. '�. ,. - i ! 1.1.._'- vex --+ -. a.5o ,� �-% �'/.\ / � %' / /\ � • I, I - / /, / "'�--I-, <�;• //y //�//'.// // --_r� tie 4.i c /\/\ z / / ) �/Ai- / /;. jA/ ���A•-" � _l.+.zs•FOR POWER roMETER -1.12SFORFBER / �/' % �•. '` 0.a' � VQ s.• a;M -- ---- I was �\ ,\ .,I L 1 / ��. wG S.•IQ� "ERM Fy anam \, \/' ` , �: \ • Q�(j 4. E ! ./ ..� :. / / 407 6 ? .......... aaaI - 'aa. XP' E I IV F CPO" ACCESS TYPICAL ' -c�EF. ----- — ----r- EMBEDDED STREET LIGHT =Le I --� 7 ACCESS TO STREETLIGHT I 8 ,,, ;., SITE NAME: LAD088-04 LA QUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA QUINTA: CA 92253 (TRAFFIC SIGNAL) r SHEET TITLE: EQUIPMENT DETAILS 0 CW N ASTL E Crown Castle 1100 DEXTER AVE SURE 250 SEATTLE, WA 98109 Phone: (206)1167382 PLANS PREPARED BY: cable anglneer/ng serviC6S PRESCOTT C0e4MUr11r:=_TI0I'!S INC. 10640 Sepulveda Blvd. Suite 1, Mission Hlls, CA 91345 Phone No.: (818)89&2352 Fax No.: (818)898-9186 C.E.S. PROJECT NO.: 76000660.15 C.E.S DWG. No. NPN13008 REVISIONS: -IP ... 1 101-22-1:1 PPELIM,i4=Pt !- VH ADDEC _2 1 02-Ic-1. ELEE TrI- SHEET NUMBER: 2 OF 10 411 t NAMt: LAD088-04 LA OUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA OUINTA, CA 92253 (TRAFFIC SIGNAL) r SHEET TITLE: POWER PEDESTAL DETAILS 0 CCAOS�E Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 Phone: (206) 3367382 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.: 76000660-15 C.E.S DWG. NO. NPN13008 REVISIONS: VH 1 01-22-13 PRELIMINARY VH 050 JH ADDED VH 2 02-19-13 ELECTRICAL VH DESIGN 00 JH a: ov a: ac: os> orru*cn: a: SHEET NUMBER: 3 OF -110 ELECTRICAL NOTE 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, 2010 CEC AND ALL APPLICABLE LOCAL CODES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDW. 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER -SME CABLE TRAY RUNGS. 6. EACH END OF EVERY POWER. POWER PHASE CONDUCTOR (I.E.. HOTS), GROUNDING, AND TI CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND. 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC @ OSHA. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EOUIPME, VAULT LOCATION (NOTE: ALL DIMENSIONS ARE TO CENTER OF STRICTURE) VAULT VAULT SIZE LOCATION VAULT 1 24"06"x30" (SPUCE VAULT) 44.1 E. OF C/L OF PARK, AVE. 3 52'-6"1 S. C/L OF AVENUE 50 / GROUNDING NOTE EOUIPMENT TO CONSIST OF: IOOA IODA 2P 2P 3/4"C-1#2 GND PULL BOX LOCATION (NOTE: ALL DIMENSIONS ARE TO CENTER OF STRICTURE) o) 1-10" (DIA.) X 22.9" L (CELLMAX CMA -TRI -6515-E2) ANTENNA. LOCATION =PuLLB07XI 17x30"x24" (PULL 80X) 47'} E. OF C/L OF PARK AVE. h 49'-0"1 S. C/L OF AVENUE 50 SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E.. PANELBOARD AND CIRCUIT ID'S). a LID TO BE MARKED (CROWN CASTLE) 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH �D ENGRAVED LAMACOID PLASTIC LABELS.20 EXIST. WATER METER 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. Z EXIST. TRAFFIC BOX POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (Sta AWG OR FRONT LARGER). 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND n7 DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. I I I I EXIST. METER 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (96 AWG OR LARGER), 600 EXIST. POWER V. OIL RESISTANT 7HHN OR THWN-2 GREEN INSULATION. CLASS R STRANDED COPPER CABLE RATED FOR 90 'C (WET AND CRY) OPERATION: LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE --� I I I` AVENUE 50 l PROPOSEDPOWERPOINT SPECIFIED. - - - - f �` • - - - - - PR II. POWER AND CONTROL WIRING. NOT IN TUBING OR CONDUIT. SHALL BE MULTI -CONDUCTOR, TYPE TO CABLE (#14 AVIG OR OF CONNECTION LARGER), 600V, OIL RESISTANT THHN OR THWN-2. CLASS B STRMIDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; WITH OUTER JACKET: LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 12. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -SME. COMPRESSION WIRE LUGS AND WIRENUTS BY \ I THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75-C (90'C I �\ - 1 _ I - IF AVAILABLE). - -1 -{4 13. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NOM UL '--I--\- - ANSI/IEEE. AND NEC. 14. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E.. RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. I/ _ 15. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETAULIC TUBING (ENT), OR RICO NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. I6. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 17. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND: DIRECT BURIED. IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 18. UOUID-TIGHT FLEXIBLE METALLIC CONDUIT (UOUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS. WHERE VIBRATION OCCURS OR FLEXIBILITY 15 NEEDED. - - - - - - - C- - - - - - CROWN CASTLE TO PLACE 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. (1) ELECTRICAL METER PEDESTAL. 20. CABINETS, BOXES. AND WIREWAYS SKU BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, 7 NOTE: SITE ADDRESS TO BE LABELED ON ) ANSI/IEEE. AND NEC. FACE OF METER PEDESTAL WITH MIN. 2" 21. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD: I I I TALL REFLECTIVE ADHESIVE LETTERING. SHALL BE PANDUIT TYPE E (OR EQUAL): AND RATED NEMA 1 (OR BETTER) INDOORS. OR NEMA 31? (OR BETTER) CROWN CASTLE TO PLACE VAULT #11 our000as. 22. EQUIPMENT CABINETS. TERMINAL BOXES. JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED (1 ) 24"x36"00" FIBER SPLICE VAULT CROWN CASTLE TO CONSTRUCT 1 16"x24%24" CONCRETE PAD 6' SHEET STEEL. SHALL MEET OR EXCEED UL 50. AND RATED NEMA I (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) LID TO BE MARKED (CROWN CASTLE) ( ) OUTD00Rs CAN . ABOVE GRADE PER IID PEDESTAL s 23. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED. EPDXY-COATED, OR NON -CORRODING: SHALL EXISTABOVE GRATION DETAIL. MEET OR EXCEED UL 514A AND NEMA OS I: AND RATED NEMA I (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. SITE PLAN 24. NONMEALLIC RECEPTACLE. SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA 05 2: AND RATED NEMA 1 (OP. 3 BETTERT) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.'"'�A 25. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 26. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. GENERATOR RECEPTACLE CROWN CASTLE TO UTILIZE 100A, 120/24OV, 10, 3W ITEM # DESCRIPTION. AS DIRECTED BY THE UTILITY EXISTING TRAFFIC SIGNAL AT THIS LOCATION. � 23'-0" EXIST. POWER TO ELECTRICAL METER. PEDESTAL GROUNDING NOTE EOUIPMENT TO CONSIST OF: IOOA IODA 2P 2P 3/4"C-1#2 GND 01 1-3" SCH. 40 PVC CONDUIT (I.I.D.) 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND o) 1-10" (DIA.) X 22.9" L (CELLMAX CMA -TRI -6515-E2) ANTENNA. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE b) 1-29.330"L x 3.327"W x 9.343"D 40W BTI REMOTE UNIT STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC. 0 1" ELECTRICAL METER PEDESTAL TO PULL BOX i I SCH. 40 PVC CONDUIT (CC POWER) NEC (AS ADOPTED BY THE AHJ). THE SITE-SPECIFIC (UL. LPI, OR NFPA) LIGHTING PROTECTION CODE, 1-25.394"L x 3.327"W x 9.843"D 20W BTI REMOTE UNIT. 0 40A/2P CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND AND GENERAL COMPLIANCE WITH TELCORDIA AND TW GROUNDING STANDARDS. THE SUBCONTRACTOR d) 1-101 x 6.5"W x 3.5"D POWER BREAKER/DISCONNECT BOX. _ ROD 7'-0" PULL BOX I TO CROWN CASTLE SITE POLE 0 1-2" SCH. 40 PVC CONDUIT (CC POWER) 00 3 4 INSTALL ALL CONDUIT, PULL ROPES, CABLES. PULL BOXES, ENCASEMENT OF CONDUIT (IF REOUIRED), 11'-0" CROWN CASTLE SITE POLE TO VAULT 1 CROWN CASTLE TO PLACE PULL BOX#1 0 1-2" SCH. 40 PVC CONDUIT (CC FIBER) (1) 17"x30"x24" POWER PULL BOX _ GROUND ROD 3O 3O SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E.. PANELBOARD AND CIRCUIT ID'S). a LID TO BE MARKED (CROWN CASTLE) 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH �D ENGRAVED LAMACOID PLASTIC LABELS.20 EXIST. WATER METER 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. Z EXIST. TRAFFIC BOX POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (Sta AWG OR FRONT LARGER). 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND n7 DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. I I I I EXIST. METER 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (96 AWG OR LARGER), 600 EXIST. POWER V. OIL RESISTANT 7HHN OR THWN-2 GREEN INSULATION. CLASS R STRANDED COPPER CABLE RATED FOR 90 'C (WET AND CRY) OPERATION: LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE --� I I I` AVENUE 50 l PROPOSEDPOWERPOINT SPECIFIED. - - - - f �` • - - - - - PR II. POWER AND CONTROL WIRING. NOT IN TUBING OR CONDUIT. SHALL BE MULTI -CONDUCTOR, TYPE TO CABLE (#14 AVIG OR OF CONNECTION LARGER), 600V, OIL RESISTANT THHN OR THWN-2. CLASS B STRMIDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; WITH OUTER JACKET: LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 12. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -SME. COMPRESSION WIRE LUGS AND WIRENUTS BY \ I THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75-C (90'C I �\ - 1 _ I - IF AVAILABLE). - -1 -{4 13. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NOM UL '--I--\- - ANSI/IEEE. AND NEC. 14. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E.. RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. I/ _ 15. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETAULIC TUBING (ENT), OR RICO NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. I6. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 17. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND: DIRECT BURIED. IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 18. UOUID-TIGHT FLEXIBLE METALLIC CONDUIT (UOUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS. WHERE VIBRATION OCCURS OR FLEXIBILITY 15 NEEDED. - - - - - - - C- - - - - - CROWN CASTLE TO PLACE 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. (1) ELECTRICAL METER PEDESTAL. 20. CABINETS, BOXES. AND WIREWAYS SKU BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, 7 NOTE: SITE ADDRESS TO BE LABELED ON ) ANSI/IEEE. AND NEC. FACE OF METER PEDESTAL WITH MIN. 2" 21. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD: I I I TALL REFLECTIVE ADHESIVE LETTERING. SHALL BE PANDUIT TYPE E (OR EQUAL): AND RATED NEMA 1 (OR BETTER) INDOORS. OR NEMA 31? (OR BETTER) CROWN CASTLE TO PLACE VAULT #11 our000as. 22. EQUIPMENT CABINETS. TERMINAL BOXES. JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED (1 ) 24"x36"00" FIBER SPLICE VAULT CROWN CASTLE TO CONSTRUCT 1 16"x24%24" CONCRETE PAD 6' SHEET STEEL. SHALL MEET OR EXCEED UL 50. AND RATED NEMA I (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) LID TO BE MARKED (CROWN CASTLE) ( ) OUTD00Rs CAN . ABOVE GRADE PER IID PEDESTAL s 23. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED. EPDXY-COATED, OR NON -CORRODING: SHALL EXISTABOVE GRATION DETAIL. MEET OR EXCEED UL 514A AND NEMA OS I: AND RATED NEMA I (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. SITE PLAN 24. NONMEALLIC RECEPTACLE. SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA 05 2: AND RATED NEMA 1 (OP. 3 BETTERT) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.'"'�A 25. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 26. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. GENERATOR RECEPTACLE PANEL A" IOOA BUS 120/240 V01_rs__L PHASE -.L AIRE MAIN MUG TYPE_�EMA 3R PROPOSED METER PEDESTAL 1000, 120/240V, 16, 3W 100A, 120/24OV, 10, 3W ®�■■■■m..m■■■■moo AS DIRECTED BY THE UTILITY 42,000 AIC �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rs__L PHASE -.L AIRE MAIN MUG TYPE_�EMA 3R ��■■■m■ ��■■■mo ��■■_mmno -©►-�■■�� o■ ■■�� © D■■■■■��■� ®�■■■■m..m■■■■moo AS DIRECTED BY THE UTILITY 220 440 COMPANY PANEL "A" ARE BASED UPON PRELIMINARY INFORMATION PROVIDED BY FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT I THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY. OF 5 OHMS OR LESS. 200 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. U 3. THE SUBCONTRACTOR SHALL PERFORM ICEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING AS DIRECTED BY THE UTILITY 1. UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL COMPANY PANEL "A" ARE BASED UPON PRELIMINARY INFORMATION PROVIDED BY FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY. OF 5 OHMS OR LESS. 200 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. o 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC. 20A FINAL AND EXACT WORK / MATERIALS REOUIREMENTS AND SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 3/4"C-1#2 GND o CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EOUIPMENT GROUND WIRES. 6 AW'G STRANDED COPPER OR LARGERO SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND FOR INDOOR BTS: 2 AWC STRANDED COPPER FOR OUTDOOR BTS, INSTALL ALL CONDUIT, PULL ROPES, CABLES. PULL BOXES, ENCASEMENT OF CONDUIT (IF REOUIRED), 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE.CONCRETE KEY NOTES: TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, 7. APPROVED ANTIOXIDANT COATINGS (I.E.. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS.POLE _ GROUND ROD 3O 3O BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL 0 2 G-3#3+1#IOG REOUIREMENTS IN SCOPE OF WORK. - S. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE L=50', VD=0.2% BRIDGE AND THE TOWER GROUND BAR. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR 0 SQUARE D LOAD CENTER #002-4L70RB GROUNDING CONNECTIONS. W/2 -TANDEM BREAKERS #OOT2020 OR EQUAL 10. MISCELLANEOUS ELECTRICAL MND NON -ELECTRICAL METAL BOXES. FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. O 1/2'C-2#12+I#12C 11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWS COPPER WIRE UL L=IO , VD=NEG APPROVED GROUNDING TYPE CONDUIT CLAMPS. ®3/4"C-1#2 GND TO POLE GROUND ROD 20W -RU 40W -RU 4 NOTESl2 SSNGLE LINE DIAGRAM I PANEL SCHEDULE SITE NAME: LAD088-04 LA OUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA OUINTA, CA 97253 (TRAFFIC SIGNAL) r SHEET TITLE: GENERAL NOTES, SINGLE LINE & SITE PLAN 0 CCA�TLE Crown CasUe 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 Phone: (206) 3367382 caftle engineering services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. SuBe 1, Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9166 C.E.S. PROJECT NO.: 76000660-15 C.E.S DWG. NO. NPN13008 REVISIONS: PRELIMINARY VH 1 02-19-13 ELECTRICAL D" VH DESIGN 0 ° JH Dr�s*ce: a: r� u. osv a: av a: Dvuipe: a: a: SHEET NUMBER: ov 4 OF 10 FOUNDATION OMITTED�y pp NOTES: FOR CLARITY r72 I "ill 1. ALL STRANDED GROUND WIRE TO BE GREEN JACKETED. GROUND SCHEME MAY VARY DUE TO SITE SPECIFIC CONDITIONS. D �� I-800-227-2600 TRAFFIC SIGNAL am�Imi�ia �ous TOP VIEW TICKET # SLOPED COVER. (MARKED "GROUND CADWELD OR 12" ns 24" MIN COMPRESSION FITTING ) GRADE LEVEL - - CONCRETE COVER (' BOX 12" X 12" I I - I I #2 AWG 711WE GROUND WIRES I-WAYI q2 GROUND WIRE FROM ANTENNA GROUND BAR 5 8" ROJ CLAD 8' LENGi1 FOR ANTENNAS GROUND TEST WELL �•" NOTES: SEE DETAIL 92 CURBFACE ` 1. DIRECTION OF TRAFFIC F ELECTROLYTE COPPER / J CLAD GROUND ROD e�'�• 2. PLACE GROUND WIRE i' ` • / BACKFILL NATIVE CLOSE TO CURBFACE / 1 �• 1 MATERIAL i SIDE VIEW : CALE TYPICAL STEEL POLE GROUNDING DETAIL SCALE: 1 GROUND TEST WELL DETAIL SCALE: 2 N.T.S. d� d ` � M B l 3Ik. Oo�� 0 o \ +¢00000���� Cc E Q�� PARTS LIST A COPPER GROUND BAR, USE STYLE "I" GTI TELECOM, INC. (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 5/8-11 X I- HHCS BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR EQUAL E INSULATORS SHALL BE INSTALLED F 5/8-11 NUT B e_j SCALE: TYPICAL GROUND BAR N.T.S. NOTES: 1. 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 L41G. AND SHALL BE LISTED FOR THEIR INTENDED USE BY AN NRTL. NOTE: TIN PLATED ALUMINUM CONNECTORS INSTALLED PRIOR TO THE DATE OF THIS STANDARD OR CONNECTORS THAT ARE PART OF AN APPROVED PRODUCT ARE NOTES: ANTENNA COAX � 1. DO NOT INSTALL COAX GROUND KIT AT A BEND AND ALWAYS I 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.I / MANUFACTURER OF THE CONNECTOR. USE A HYDRAULIC CRIMPING TOOL. O 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 S 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 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 EOUIVALENT. (SEE NOTES I & 2) 5. USE #2 AWG STRANDED -THOMAS & BETTS 435306 OR EOUIVALENT. e SCALE: CONNECTION OF COAX GROUND KIT TO ANTENNA COAX SCALE:- Q 2 -HOLE LB GROUNDING LUG N.T.S. 5 N.T.S. SITE NAME: LAD088-04 LA QUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA QUINTA• CA 92253 (TRAFFIC SIGNAL) r SHEET TITLE: GROUNDING DETAILS 0 CO WN ASTLE Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA96109 Phone: (2116) 3367362 PLANS rl(tFAKLU NT: cable engineering SBA/%CBS 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.: 76000660-15 I C.E.S DWG. NO. NPN13008 REVISIONS: VH 1 101-22-13 PRELIMINARY °Cw VH ADDED 2 02-19-13 ELECTRICAL VH DESIGN °S° w SHEET NUMBER: 5 OF 10 blit: NAML: Quasi Omni Antenna Cell Max CMA -TRI Q LAD0 V Q V -O4 ' /6515/E2 LA OUINTA ' SITE INFORMATION: "(PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA OUINTA, CA 92253 (TRAFFIC SIGNAL) SHEET TITLE: BTI BTI RF INFORMATION AWS PCS ' Remote Remote STAMP: DF DF DM DM DF DF DF DM DM DM ' 1 DF DF DM FIA-PNMDM-M5, Cable Assembly, -----' II ' ' .......-.........._! '........ : FSJI-SOA, DIN -Male, N -Male. 0.5 meter I^ j DIN -Male Connectors ' I Andrew,L4TDM-PS NF NF NF NF NF NF i Andrew I Andrew i SJ -OPUS -L -N S3-CPUS-L-N FIAJWAYJ(IT I II( M.CI?OWN S�J/^ LE I I Crown Castle _ itooDExTER AVE. SUITE 250 N -Male Connectors i Andrew,L4TNM-PS i i SEATTLE, INA 98109 Phone: R 1 PLANS PREPARED BY: -- cable engineer n :�7 services PRESCOTT COMMUt!ICA.TIONS INC 10640 Sepulveda Blvd. Suite 1. Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)89&9186 RF CABLE -FIELD FAB HeliaxLDF4-SOA Coaxial Cable C.E.S. PROJECT NO.: ANTENNA WIRE DIAGRAM 'LCL 1 76000660-15 i•l.1.S. C.E.S DWG. NO. NPN13008 - " NOTE: A auraEP :. cos=aaa: PEsr_1;:n SGu PEP G.O. 95 PULE >= _ :n:-P:.etG) "EOUi;Eu:rr; (HEAL EE Afrod t.^. iE o- PQLC tll; LES. UO L 11tF,EC (3) rEEi EElO's t'i .lttEtu;m_; (MEASURED iPGN i:!E '0'r G° .vE i:Gla =1:L .:0 LESS iWl: vPP /c} EEEt t5u;4 i:;E rpinrli• !wE (uEagfEG rPJr.• ir.E E_tiCu OE trri 9i..a �. CAUTION 1 I I _ REVISIONS: 1 10. -?_:- 1 ° ?4E! !r.tu�LS.Rr "ter vH ,��-1 c.- 1 _ J I �f`V..D E IECiF.IC",L CESIvh! VH t'F; Ivi° JN — _ RF -SYSTEM SCHEDULE -li1Ei!N=-. IPJAd6EF flr e, ,, E0 L., JUI.IPEF ECTOF.-'r.{L'Tr 14TEINAS I ;ur�nn,-. Ir1OptL nG nl•I .,ULT; ICELLMA CIAA- IRI -6515-E2 H.:.1 JU;.dPEP EST. i ` - JUfviFEf 1 F-.0 CEPlT'F SI_ LEIJC.iH -=a I -E :=.IaiEl';Id-. OF AlITENnt° Id!a. i _ _ �— 1,'Z 61.:-`. � 25 - 10" I i 10ELLnt=: i:M::-iP.1-5515­_I LI ly;?. I _ � = I 1, = hl ". ' ?v - 10., I^ V 1 ICELLMA. CMA -TRI -;515-E. I•I:'-, Radio Frequency (RF) emissions are present at this location. Workers are asked to remain 3 feet from the face `,` n I{ ,A �` C `C�i� M c -- --- GPS SURVEY 1A I _ o;' r I 1 L_`11 -l' DF: , ].w_ . f G J I. TI 0 W of the antennas (MAD). Continued exposure to the RF energy may exceed Federal limits set for General PopulationfUncontrolled environment Utility workers who must work within the MAD should first contact CROWN CASTLE's NOC (7/24). NOC will dispatch a Technician or provide assistance In de -energizing the antennas. O Q� I N CROWN CASTLE NOC: c ( 800-788-7011 �v\� SHEET NUMBER: ---- - _- ---- - SITE ID: LAD088-04 I L ��OQ `STq E OF Opp RF SYSTEM � S,-!` i , 1 2 -- RF SIGNAGE — �"° SCALE: 6 OF 10 SCHEDULE u.Ts. DETAIL 3 N.T.S. I FRONT VIEW LOOKING NORTH ELEVATIONS TOP OF POLE 30'-1" AGL TOP OF ANTENNA (29'-10" AGL) CENTER OF ANTENNA (28'-10" AGL) BOTTOM OF MAST ARM (29'-3" AGL) TOP OF CELLMAX _ BOTTOM OF BTI /(18'-2" AGL) TOP OF MAST ARM (16'-8" AGL) 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. POWER PULL BOX (17"x30"x24") FIBER SPLICE VAULT (24"xX'00") BOTTOM OF DISCONNECT BOX (8'-6" AGL) 4'.9' 14' SIDE VIEW .LOOKING WEST 50TH AVE SITE NAME: LAD088-04 LA QUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA QUINTA, CA 92253 (TRAFFIC SIGNAL) r SHEET TITLE: ELEVATIONS 0 CAS LE O N Crown Castle 1100 DEXTER AVE. SURE 250 SEATTLE, WA98109 Phone: (206) 3:167382 rLANJFKtI`AKtVt$ 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.: I 76000660-15 I C.E.S DWG. NO. NPN13008 REVISIONS: VH 1 101-22-13 PRELIMINARY °C VH I ADDED I 2 02-19-13 ELECTRICAL eC VH DESIGN ov u SHEET NUMBER: SCALE: 7 OF 1 0 N.T.S. NOTE: A WEATHER & CORROSION RESISTANT SIGN COAX SHALL REMAIN STRAIGHT FOR A MINIMUM OF 4" FROM PER G.O. 95 RULE 94.5 (MARKING) REQUIREMENTS BOTTOM OF CONNECTOR TO BEGINNING OF THE BEND. SHALL BE AFFIXED TO THE SITE POLE NO LESS THAN THREE (3) FEET BELOW THE ANTENNA(S1 2 (MEASURED FRROM THE TOP Of THE SIGN) NOTE: NO LESS THAN NINE (9) FEET ABOVE THE GROUND POLE DESIGN WILL MEET AASHTO STANDARDS LINE (MEASURED FROM THE BOTTOM of THE SIGN). SPECIFICATIONS FOR STRUCTURAL SUPPORTS. FRONT VIEW LOOKING NORTH ELEVATIONS TOP OF POLE 30'-1" AGL TOP OF ANTENNA (29'-10" AGL) CENTER OF ANTENNA (28'-10" AGL) BOTTOM OF MAST ARM (29'-3" AGL) TOP OF CELLMAX _ BOTTOM OF BTI /(18'-2" AGL) TOP OF MAST ARM (16'-8" AGL) 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. POWER PULL BOX (17"x30"x24") FIBER SPLICE VAULT (24"xX'00") BOTTOM OF DISCONNECT BOX (8'-6" AGL) 4'.9' 14' SIDE VIEW .LOOKING WEST 50TH AVE SITE NAME: LAD088-04 LA QUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA QUINTA, CA 92253 (TRAFFIC SIGNAL) r SHEET TITLE: ELEVATIONS 0 CAS LE O N Crown Castle 1100 DEXTER AVE. SURE 250 SEATTLE, WA98109 Phone: (206) 3:167382 rLANJFKtI`AKtVt$ 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.: I 76000660-15 I C.E.S DWG. NO. NPN13008 REVISIONS: VH 1 101-22-13 PRELIMINARY °C VH I ADDED I 2 02-19-13 ELECTRICAL eC VH DESIGN ov u SHEET NUMBER: SCALE: 7 OF 1 0 N.T.S. NOTE: 11orE:.y1= COAX SHALL REMAIN STRAIGHT FOR A MINIMUM OF 4" FROM BOTTOM OF CONNECTOR TO BEGINNING OF THE BEND. �•i• �� J ru �i 1- '[-��L - _..[_ NOTE' "'�_ •�:' ' '`- '"� '^ '�:- POLE DESIGN WILL MEET AASHTO STANDARDS Y a[!•_=- r":fly°.,:7 4n_ SPECIFICATIONS FOR STRUCTURAL SUPPORTS. BOTTOM OF f ELEVATIONS TOP OF POLE 1'7 0 1" AG L) TOP OF ANTE1,111A (29'-10' AGL" CEilTEP OF ANTENNA (2''-10" .-".GO I PRELUAIN�.F.1' I iI.o !..-.ELF PORT (28'-0 • AGO TOP OF CELLbd.=.'' s= BOTTOM OF ETI18 -G ) I' 'e' CABLE PORT (i ''—S AGQ 1'f"O CABLE PORT ("S'--3 :ACL) �? l 1 FIBEF SPLICE V•=•;ULT rP 7"X-) PULL EO I I I FRONT VIEW LOOKING NORTH CROWN CASTLE TO PLACE (1) ELECTRICAL METER PEDESTAL. NOTE: SITE ADDRESS TO BE LABELED ON FACE OF METER PEDESTAL VtiiTH MIN. ^_ TALL REFLECTIVE ADHESIVE LETTERIidC. TOP OF POLE (30•- I' AGO / T,)P OF AIATElll•I.A i29-10 ACL1\ CEIATEP OF A.HTEN A (-,o'-1�I" ;L1 1 EOTTOhi OF MAST ARM (ia'-- ACL) U r. I — 11; o, CARI F PORT (9F. -CI Aia ) is - ( ARhi (16'- CROWN CASTLE TO PLACE (i) ELECTRICAL METER PEDESTAL. NOTE: SITE ADDRESS TO BE L.LtELED ON FACE OF METER PEDESTAL WITH. MIN. 21' TALL REFLECTIVE .ADHESIVE LETTEP,INC. OWER PULL DC', �17'i.3:1 AL FI6F.1 SPLICE 1-.UiT--1 i24",3. '••:30"! 1 i� i J BOTTOM OF DISCONNECT BO's .ACL) 1 n O GABLE PORT (R'—'" AGI ) 1 30TH .=1 I E 5.6 J I 14, i SIDE VIEW LOOKING WEST — SITE NAME: LAD088-04 LA OUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA OUINTA, CA 92253 (TRAFFIC SIGNAL) SHEET TITLE: ELEVATIONS LlCROWN CASTLE Crown Castle 1100 DEXTER AVE. SUITE SEATTLE, INA 98109 Phone:(206) 338-7382 engineering engineering 41111110 services PRESCOTT COMi-AWAI:ATIONS INC. 10640 Seput -eda BNd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)998.2352 Fax No.: (818)898-9186 G.E.S. PROJECT NO.: U, C.E.S DWG. NO. NPNI3008 REVISIONS: po,..ce. VH i 01-22-1 I PRELUAIN�.F.1' F: s= ADDED-��u: VH L_ _ vc— 14— 1 ELEt TFICAL JH 1 5•-6" i DLSIGII I 3r: I, FRONT VIEW LOOKING NORTH CROWN CASTLE TO PLACE (1) ELECTRICAL METER PEDESTAL. NOTE: SITE ADDRESS TO BE LABELED ON FACE OF METER PEDESTAL VtiiTH MIN. ^_ TALL REFLECTIVE ADHESIVE LETTERIidC. TOP OF POLE (30•- I' AGO / T,)P OF AIATElll•I.A i29-10 ACL1\ CEIATEP OF A.HTEN A (-,o'-1�I" ;L1 1 EOTTOhi OF MAST ARM (ia'-- ACL) U r. I — 11; o, CARI F PORT (9F. -CI Aia ) is - ( ARhi (16'- CROWN CASTLE TO PLACE (i) ELECTRICAL METER PEDESTAL. NOTE: SITE ADDRESS TO BE L.LtELED ON FACE OF METER PEDESTAL WITH. MIN. 21' TALL REFLECTIVE .ADHESIVE LETTEP,INC. OWER PULL DC', �17'i.3:1 AL FI6F.1 SPLICE 1-.UiT--1 i24",3. '••:30"! 1 i� i J BOTTOM OF DISCONNECT BO's .ACL) 1 n O GABLE PORT (R'—'" AGI ) 1 30TH .=1 I E 5.6 J I 14, i SIDE VIEW LOOKING WEST — SITE NAME: LAD088-04 LA OUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA OUINTA, CA 92253 (TRAFFIC SIGNAL) SHEET TITLE: ELEVATIONS LlCROWN CASTLE Crown Castle 1100 DEXTER AVE. SUITE SEATTLE, INA 98109 Phone:(206) 338-7382 engineering engineering 41111110 services PRESCOTT COMi-AWAI:ATIONS INC. 10640 Seput -eda BNd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)998.2352 Fax No.: (818)898-9186 G.E.S. PROJECT NO.: 76000660.15 C.E.S DWG. NO. NPNI3008 REVISIONS: po,..ce. VH i 01-22-1 I PRELUAIN�.F.1' F: s= ADDED-��u: VH L_ _ vc— 14— 1 ELEt TFICAL JH DLSIGII C4,5 SN0NAL F/,% I — Fsp— LU CE pO1 � NO. p I r 0 SHEET NUMBER: * STATE OF GP/ SCALE:a 7 OF 10 N.I. EXISTING TRAFFIC SIGNAL LOCATION LOOKING NORTH SITE LOCATION PHOTOS EXISTING TRAFFIC SIGNAL LOCATION LOOKING WEST EXISTING TRAFFIC SIGNAL LOCATION LOOKING EAST SCALE: N.T.S. 1 SITE NAME: .LAD088-04 LA OUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA OUINTA, CA 92253 (TRAFFIC SIGNAL) r SHEET TITLE: SITE LOCATION PHOTOS 0 CCA�WN TLE Crown CasUe 1100 DEXTER AVE SURE 250 SEATTLE, WA98109 Phone: (2D6) 3367382 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.: 76000660-15 C.E.S DWG. NO. NPN13008 REVISIONS: VH 1 0I-22-13 PRELIMINARY �` VH °S JH ADDED VH 2 02-19-13 ELECTRICAL VH DESIGN 05° JH a: ems.: SHEET NUMBER: 8 OF 10 NOTES: �SHALL BL ,HE LO . ATL _ C G ..ESPOIJS!cIL17. lWID H r O.,R PF.OT'i PEROWNER &NECESSARYE;NECESSARYUTILITY rnh;PptuIES FOP !AkAT' THE LOCATION CF aLl E FISTING BELOW GRACE UTILITIES AND P.EOUIP,EIAENTS FOR DEPTH, SI?E LND SEPARATION PRIOR TO SEOINNING CONSTRUCTION. 2)PP.OPOSED Uin_IT SERACES SHOWN NEED TO BE V RIHEO _ APPROVED BY UTILITY CCMPAhlIES BEFORE START OF CONSTRUCTION. CONTRACTOR TO VERIFY WITH CLIENT PROJECT MANAGER TO OBTAIN FINAL .APPROVAL. 3)CONTRACTOR SHALL BE RESP014SIGLE FOR ,ANY DAMAGE COSTS .ASSOCIATED WITH E:'1_1MG BELOW GRACE UTILITIES AND SHALL IMMEDIATELY 1:1POPM CLIENT OF '?If nC'_DENTAL DAMAGE TO EAIS.ING UTILITIES BY TELEPHONE AND E-MAIL RECARDLESS OF ABILIT'! i0 REPAIR OF MITIGATE. A FOLLOW' -UP E -!ARIL REPORT WITH DIGITAL c n . PHOTOS WILL = R IIP. DAILY N71 RESOLUTION LL ..E EOJ R D L UNTIL -AND .N 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 CUALIFIED TECHN;C.-AIIS AS APPP.OVEO BY SERVICE PROVIDER,. THIS IS AGENERAL USE DRAWING •� JIILY: SPECIFY' DATA AS 10 S17E AND LCCATICIIS QF vNOCIOUTS. _ OPENINGS a- INSEPIS MAY BC OBTAINED T.HF.O H A ' UG CP J STANDARDS FPO!A THESE - STANDARDS APE A`/AILAB!C 011 SACCATE ORDER �IIOIu-CONCRETC L10 (BCLT DO-) A, COMPCSITE KILT I Tt'PICAL COMPOSITE VAULT DETAIL 24- Y, T_ 20- DO SCALE (LID TO BE MARKED -CROWN CASTLE-) (VAULT jt) toxourt clRrvE DATA < 90 < _ 15' < < V— If - SiOP.M DRAIN - I -800-227-2u00 TICKET EXIST. POWER, PROPOSED POWER P011 OF CONNECTION VAULT LOCATION /�- ITEM' DESCRIPTION EXIST. WATER, METER n E: ,.c N ct _T=. A DIMENSIONS t.. i c I N° ALL CNE _. _APE O FIT -R G I. i . - l CE L D _ PLC J C) EXIST. TRAFFIC EO>: VAULTY VAULT SIZE LOCATION -Ie' nwLR- "'' E. Of C/L Iii PAGE AVE ;• _ -�'. S. c�T Or .4vE!0.'E 5o ,' 1-2` SCH. 40 PVC COI•IDUIT (CC P"WER) PROPOSED POLE, `\ PULL BOX LOCATION PROPOSED \\ ( ,NOTE: ALL DIMEIISIOIIS APE 10 CENTE6 OF STRUCTURE) u eoz PULL BOX 1 -FRONT \`\ Y I1'-0" CROWN CASTLE SITE POLE TO VAULT i O 1-1,25° SCH. 40 PVC CONDUIT (CC FIBER) DNLL B0:•: i 17'.30 2, PULL BOX' 0 _ S. C/L OF AVENUE `_•0 ;TY E. lF C/L OF PARI: AVE. & a?'-'' mxo CROWN CASTLE TO UTILIZE EXISTING TRAFFIC SIGNAL AT THIS LOCATION. EOUIPMENT Ti 1 CONSIST OF: o) 1-10" (DIA.) X 22.9" L (CELLMAX CMA -TRI -6515-E2) ANTENNA. 10' 60' 10' b)' 1-29.330"L x 3.327"W x 9.543"D 40W BTI REMOTE UNIT 10' EXIST. METER \\ 1-25.3941 x 3.327"W x 9.6432'D 20W BTI REMOTE UNIT. d) 1-101 x 6.5°W x 3.5"D POWER. BREAKER,/DISCONNECT BOX. J- GAS — — —� / - 1 wss ww*. r Lc C, ! {pORO?Y INA j 1 V-9„ \ h 6' wc. S.W. / ly 5'-6"\ 6' 5' \ 31't cvAss 1 / R s E ;IST. CAN m \� PROPOSED FIBER, / SPLICE VAULT 1 / DETAIL "A" SCALE: 1"=10' / toxourt clRrvE DATA < 90 < _ 15' < < V— If - SiOP.M DRAIN - I -800-227-2u00 TICKET EXIST. POWER, PROPOSED POWER P011 OF CONNECTION >G � i i I 3 4 CROWN CASTLE TO PLACE PULL BOX 01 (1) 17"x30%24" POWER PULL BOY. iI LID TO BE MARKED (CROWN CASTLE) 2 — — A VENUE 50 l R I I I I a --Ae'wAIER-- 1 - --f = I I I . -tam- 3' GAS /i I I ! 1 _\- GDA55 wIW � / \,7 CROWN CASTLE TO PLACE VAULT Nl I �, (1) 24"x36"00" FIBER SPLICE VAULT( LID TO BE MARKED (CROWN CASTLE) S SEE DETAIL "A" � ♦ N GRASS wxY. v„o. .. •.. I I - I _ I � I I \\ F OLKS P✓wY. � � fi COMC Sw. TELCO = 90 20' 43'1 E. OF C/L PARY. AVE. MEASURED ALOIJG S. CURBFACE UTILITY UNE TYPE LEGEND: PP,C•FGSED CONDUIT -----POWER---- GAS---- --WATER-- -PHONE— STREET --POWER,--- SAS--- --WATER,-- FHONESTP.EEi L1CHT- --_------ TRAFFIC_------- aL — SEWER -- --CABLE TV— ___ EXIST. POWER PROPOSED POWER POINT OF CONNECTION CROWN CASTLE TO PLACE (1) ELECTRICAL METER PEDESTAL. NOTE: SITE ADDRESS TO BE LABELED Or•1 FAGS OF METER. PEDESTAL- WITH MIN. 2" TALL REFLECTIVE ADHESIVE LETTERING. CROWN CASTLE TO CONSTRUCT (t) 16%24"Y.24" CONCRETE PAD' 6" ABOVE GRADE PER IID PEDESTAL FOUNDATION DETAIL. �CFESSIONAI �NERn-t9ti �2 � NO. A0� 8 1� Cr EXp. a STAT OF GPi Rn E S PHIC SCALE 0 10 -20 FEE. JI I C IVNMC: LAD088-04 LA QUANTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79135 AVENUE 50 LA QUANTA, CA 92253 - (TRAFFIC SIGNAL) SHEET TITLE: SITE PLAN STAMP: C OWN Crown Castle 110D DEXTER AVE. SUITE 150 SEATTLE. WA 98109 Phone: R0613387382 PLANS PREPARED BY: cable angJnaarJng , SBrVl6@S PRESCOTT COMMUNICATIONS INC. 10640 SepWeda Blvd. Suite 1, Mission h91s, CA 91345 Phone No.: (818)898-2352 Fax 1Vo.: (818)898-9186 C.E.S. PROJECT NO.: 76000660-15 C.E.S DWG. N0. NPN13008 REVISIONS: °R'f1D° VH t 01-22-13 PRELIMINARY VH JH w+Tw VH ADDED 2 02-19-13 ELECTRICAL °c VH DESIGN JH �Tm ovAFTlr a. PGnP: oc SHEET NUMBER: 9 OF 10 VAULT LOCATION ITEM' DESCRIPTION n E: ,.c N ct _T=. A DIMENSIONS t.. i c I N° ALL CNE _. _APE O FIT -R G I. i . - l CE L D _ PLC J C) 23'-0" ES.IST. POWEP TO ELECTRICAL 1,4ETER PEDESTAL 1 1-3' SCH. 40 PVI. CONDUIT O 29'-0" ELECTRICAL METER, PEDESTAL TO PULL 30% 1 VAULTY VAULT SIZE LOCATION VAULT 1 iSPUCC VAULT "'' E. Of C/L Iii PAGE AVE ;• _ -�'. S. c�T Or .4vE!0.'E 5o 1-2` SCH. 40 PVC COI•IDUIT (CC P"WER) PULL BOX LOCATION - O T 0" PULL EO_.. 1 i0 CEGVJIi Ck`.7LE SITEE POLE 1 - i.25' SCH. 40 FVC CONDUIT '(CC. POWER,) ( ,NOTE: ALL DIMEIISIOIIS APE 10 CENTE6 OF STRUCTURE) u eoz PULL 60X, S1 LOCABaJ Y I1'-0" CROWN CASTLE SITE POLE TO VAULT i O 1-1,25° SCH. 40 PVC CONDUIT (CC FIBER) DNLL B0:•: i 17'.30 2, PULL BOX' 0 _ S. C/L OF AVENUE `_•0 ;TY E. lF C/L OF PARI: AVE. & a?'-'' CROWN CASTLE TO UTILIZE EXISTING TRAFFIC SIGNAL AT THIS LOCATION. EOUIPMENT Ti 1 CONSIST OF: o) 1-10" (DIA.) X 22.9" L (CELLMAX CMA -TRI -6515-E2) ANTENNA. 10' 60' 10' b)' 1-29.330"L x 3.327"W x 9.543"D 40W BTI REMOTE UNIT 10' 20` 20' 10' s 1-25.3941 x 3.327"W x 9.6432'D 20W BTI REMOTE UNIT. d) 1-101 x 6.5°W x 3.5"D POWER. BREAKER,/DISCONNECT BOX. >G � i i I 3 4 CROWN CASTLE TO PLACE PULL BOX 01 (1) 17"x30%24" POWER PULL BOY. iI LID TO BE MARKED (CROWN CASTLE) 2 — — A VENUE 50 l R I I I I a --Ae'wAIER-- 1 - --f = I I I . -tam- 3' GAS /i I I ! 1 _\- GDA55 wIW � / \,7 CROWN CASTLE TO PLACE VAULT Nl I �, (1) 24"x36"00" FIBER SPLICE VAULT( LID TO BE MARKED (CROWN CASTLE) S SEE DETAIL "A" � ♦ N GRASS wxY. v„o. .. •.. I I - I _ I � I I \\ F OLKS P✓wY. � � fi COMC Sw. TELCO = 90 20' 43'1 E. OF C/L PARY. AVE. MEASURED ALOIJG S. CURBFACE UTILITY UNE TYPE LEGEND: PP,C•FGSED CONDUIT -----POWER---- GAS---- --WATER-- -PHONE— STREET --POWER,--- SAS--- --WATER,-- FHONESTP.EEi L1CHT- --_------ TRAFFIC_------- aL — SEWER -- --CABLE TV— ___ EXIST. POWER PROPOSED POWER POINT OF CONNECTION CROWN CASTLE TO PLACE (1) ELECTRICAL METER PEDESTAL. NOTE: SITE ADDRESS TO BE LABELED Or•1 FAGS OF METER. PEDESTAL- WITH MIN. 2" TALL REFLECTIVE ADHESIVE LETTERING. CROWN CASTLE TO CONSTRUCT (t) 16%24"Y.24" CONCRETE PAD' 6" ABOVE GRADE PER IID PEDESTAL FOUNDATION DETAIL. �CFESSIONAI �NERn-t9ti �2 � NO. A0� 8 1� Cr EXp. a STAT OF GPi Rn E S PHIC SCALE 0 10 -20 FEE. JI I C IVNMC: LAD088-04 LA QUANTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79135 AVENUE 50 LA QUANTA, CA 92253 - (TRAFFIC SIGNAL) SHEET TITLE: SITE PLAN STAMP: C OWN Crown Castle 110D DEXTER AVE. SUITE 150 SEATTLE. WA 98109 Phone: R0613387382 PLANS PREPARED BY: cable angJnaarJng , SBrVl6@S PRESCOTT COMMUNICATIONS INC. 10640 SepWeda Blvd. Suite 1, Mission h91s, CA 91345 Phone No.: (818)898-2352 Fax 1Vo.: (818)898-9186 C.E.S. PROJECT NO.: 76000660-15 C.E.S DWG. N0. NPN13008 REVISIONS: °R'f1D° VH t 01-22-13 PRELIMINARY VH JH w+Tw VH ADDED 2 02-19-13 ELECTRICAL °c VH DESIGN JH �Tm ovAFTlr a. PGnP: oc SHEET NUMBER: 9 OF 10 20' 43'1 E. OF C/L PARY. AVE. MEASURED ALOIJG S. CURBFACE UTILITY UNE TYPE LEGEND: PP,C•FGSED CONDUIT -----POWER---- GAS---- --WATER-- -PHONE— STREET --POWER,--- SAS--- --WATER,-- FHONESTP.EEi L1CHT- --_------ TRAFFIC_------- aL — SEWER -- --CABLE TV— ___ EXIST. POWER PROPOSED POWER POINT OF CONNECTION CROWN CASTLE TO PLACE (1) ELECTRICAL METER PEDESTAL. NOTE: SITE ADDRESS TO BE LABELED Or•1 FAGS OF METER. PEDESTAL- WITH MIN. 2" TALL REFLECTIVE ADHESIVE LETTERING. CROWN CASTLE TO CONSTRUCT (t) 16%24"Y.24" CONCRETE PAD' 6" ABOVE GRADE PER IID PEDESTAL FOUNDATION DETAIL. �CFESSIONAI �NERn-t9ti �2 � NO. A0� 8 1� Cr EXp. a STAT OF GPi Rn E S PHIC SCALE 0 10 -20 FEE. JI I C IVNMC: LAD088-04 LA QUANTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79135 AVENUE 50 LA QUANTA, CA 92253 - (TRAFFIC SIGNAL) SHEET TITLE: SITE PLAN STAMP: C OWN Crown Castle 110D DEXTER AVE. SUITE 150 SEATTLE. WA 98109 Phone: R0613387382 PLANS PREPARED BY: cable angJnaarJng , SBrVl6@S PRESCOTT COMMUNICATIONS INC. 10640 SepWeda Blvd. Suite 1, Mission h91s, CA 91345 Phone No.: (818)898-2352 Fax 1Vo.: (818)898-9186 C.E.S. PROJECT NO.: 76000660-15 C.E.S DWG. N0. NPN13008 REVISIONS: °R'f1D° VH t 01-22-13 PRELIMINARY VH JH w+Tw VH ADDED 2 02-19-13 ELECTRICAL °c VH DESIGN JH �Tm ovAFTlr a. PGnP: oc SHEET NUMBER: 9 OF 10 r AF 10 1/2- 8' (MIN) (BY CUSTOMER) 52 - 3"PVC SCHEDULE 80 COUPLING (BY CUSTOMER) a - STAND-OFF BRACKET' ALUMA FORM CAT. 9 -CSO -12 W/ 1" STRAP KIT SECTION A -A SCHEDULE 80 CONDUIT CUSTOMER) PEAal I FVC SCH. 40 SWEEP, GRAVEL SEE NOTE 9 (BY CUSTOMER). PVC SCH.80 SWEEP -4-' 313' RADIUS (NOTE 9) I (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.O. IN COACHELLA VALLEY (760) 398-5828 48HRS IN ADVANCE OR INSPECTION. 3. CALL I.I.D. IN IMPERIAL VALLEY (760) 482-3300 48HRS IN ADVANCE FOR INSPECTION. - 5' MIN NORDIC. FIBERGLASS CATONO RPRPULLBOX0 COLOR: DEAD GRASS (BY CUSTOMER) GRAVEL E V UI o� a'v1 .-"-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'00 ALL TRENCHING. (REFER TO CONTRACTORS NOTE to -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 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 to SECONDARY RISER WITH. - "111,411 I ULLBOX N.T.S. I MV 0e 04-18-10 IL GAPPMER MVW T. MNG SyncI REV Na I DATE I CHAIRMAN STANDMmS I APPROVED I.I.D. UNDERGROUND DISTRIBUTION STANDARDS xx Underground condults dude, cdndujt Bttings, end sealjn compound: A Conduit runs shall not cross each otter when an the same level and/or plane. B. Primary conduits shall be buried a minimum depth of four feet (4'). Secondary and Service conduits shag be buried a minimum depth of two and one half feet (T/.). C. Sizes and arrangements of conduits sholl be as shown on the &swings. D. When the external diameter of the conduit is smaller than the Aameter or the opening in the vault wall, the reduction In conduit diameter shall take place two feet (2) from the external wall of the vault Refer to Dmwing 01 Underground conduits, ducts, conduit sittings, and sealing compound continued: K The installation contractor shelf mandrel all conduit runs In and Including service dud, IID shall psvide the mandrel and haPeemr. (Inspectlon schedules are subject to a minimum 48 hour advance notice and are by appointment only - La Quints (760) 3985828: Imperial (760) 482- 3300). L The installation of the conduit system will be conducted by a single contractor or other entity m ity give the Project conenu, reducing the possibility of devations from are G.O. 128 regulations. S. Transformer Dads lunction pads precast vaults junction sleeves: A All odnduit entering transformer pads shall be cut o0 (' to 1' (inch) from above the top of the pad. B. An conduit entering secondary pun boxes or splice boxes shall be wt off 7' fo 9' (ind,-) above the pea grovel. C. Single phase transformer pads installed adjacent to roads shall have the primary conduits installed closest to the road. and Secondary condudls installed ewey from the road. (Conrad de appropriate IID Customer Service Project Manager) D. Transformer pads, pull boxes, manholes, vaults, and aWtrh pad insfellawmi• Shan be Installed r above fired grade (whore act installed along aldmmiks) and push with final sidewalk for nesse types of installations. In areas with sloping come greater then W to the fool tho top edge Shan be set as shovm below highest point of slope. (In no ease shallmere be mos than 3' of slope in l' (fooU of horizontal meawmmmL) E. Tmasfmmer Pad inspection: when me Cembactar receives or Installs a Transformer Pad that has a continuous crack arms Wee sides (side, top. and Inside window) this Pad will be rejeded by tae IID inspector. When a trach Is non-cuntimrous and the crack exceeds 1132' (.032) wide• the contractor may make appropriate repair fo me tack with a __fad_ approved epoxy equal to CIAGEL 7000. The contractorwill inform the IID Impactor of am/ crack repair m be made befoma re repair is de. R Conn. b responsible for permanent and waterproof markings on all interior vault krackouta, a" and an conduits, conduit naets . and atub out.. Senn the conduit number corresponding to the number shown on the Placa. G. Contractor shall seal or grout around seams, lid sections, and duan entering vaults and pullboxes to prevent soil and water entering at joints o comings. H. Where the external diameter of the conduit is smaller than the diameter M the opening in the vault wag, the reduction b conduit diameter shall take place two feet (21 from the external wall of the vault Refer to Section 40 Refer ro Oswing p 1 1. ContradorlDeveloper shall keep as debris away from SD's transformer pads, primary vaunts, secondary pug boxes, and oder 110 equipment to give IID Personnel access during the duration of the project 6. Marking tape over conduit: A. Contractor shall instsn T line guard III tape, red in color Seim black lettering 'CAUTION BURIED ELECTRIC LINE BELOW (Soo Standard 100.51 9. Commaor con i atell a .anon tape 12' above the Paver ducts. (ijgg ' .Standard 100.51 7. Secondary Pullbox: Secondary Pull must be as shown on the dwtngs Surface se..ondary pullbox utigzed In all Imperial Irigation District secondary nco coction. Reference Standard 181.1-181.11 8. Copperweld ground rods SIB' x 10': A To comply with General Order 128, Me 21.5A, the contractor is required to provide and install a minimum of two (2) 5W x 10 Copperweld ground rods Stan nd hatsned at atop transformer pad and junction Pad. and Primary vaug. (Sea Smndarts In 9C nor detain 8. The developer will be responsible nor driving any and all ground rods In the system mat is a holm march. This win be predetermined and completed before nD construction crews arrive on the job. C. Trench and pad grounding: Single phase transformer reference Standard 1902-190.21 Three phaco transformer reference Standard 190.3.190.31 Single phase sects reference Standard 190.4-190.41 Three phew sector reference Standard 190.5.190.51 9. Guard posts: A Guard posts shall be 4 diameter pipe schedule 40 black cold urged steel, petaled high visbniy yellow. See Su lard 181.6 for conn ate SNfoundatlon requirements and typical location of posts around 1113 equipment.. SITE NAME: LAD088-04 LA QUINTA SITE INFORMATION: (PRELIMINARY ADDRESS) 79.135 AVENUE 50 LA QUINTA, CA 92253 (TRAFFIC SIGNAL) r SHEET TITLE: I.I.D. UNDERGROUND DISTRIBUTION STANDARDS 0 CCA�TLE Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 Phone: (206) 3367382 PLAN) PKtPAKtU 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 r C.E.S. PROJECT NO.: 76000660-15 I C.E.S DWG. NO. NPN13008 REVISIONS: VH I 1 01 -22-13 1 PRELIMINARY O: VH I ADDED I 2 02-19-13 ELECTRICAL VH DESIGN �' u SHEET NUMBER: SCALE: 1 10 OF 10 N.T.S. • l Yt t - California MLJTCD 2012 Edition Page 1186 (FHWA's MUTCD 2009 Edition, as amended for use in California) Figure-6H-22B(CA). Right -Hand lane Closure on the Far Side of an Intersection(TA-228 (CA)) l�l tjt (optional) dV3HV �_ NOM T ENO OVOa ROA& WORK A (optional) 0 ' V 0 Uj O - ir A (optional) —► Park Ave. p m -- A— i _ ( RIGHT'LANE a o' �O �- /^•MUST / T � TURN RIGHT (opt 1) 11NOM OY08• WO -3 Ul IEI (optional) C:) II • 4 LT UUU T A. B IME Note: See Tables 6H-2 and 6H-3IMS for the meaning of the symbols and/or lettei C codes used in this figure. I ROA l l t t it Typical Application 22B (CA). Chapter 6H _ Typical Applications January 13, 2012 Part 6 – Temporary Traffic Control Temporary Traffic Control (Parts 1 & 6) Page 244 of 320 California NMTCD 2012 Edition Page 1211 (FHWA's MUTCD 2009 Edition, as amended for use in California) Figure 6H-33. Stationary Lane Closure on a Divided Highway (TA -33) A - LONG-TERM AND INTERMEDIATE L (optional) 5_00 ft F ft (optional) Slo, w toy ' SC20(CA) THE CONEI (optional) � ZONE Buffer space (optional) Temporary white ��// edge line Shoulder taper (see Note 3) 14 t•(optfonafj) F N C N B -SHORT-TERM Typical Application 33 (optional) 500 ft /Work vehicle Truck -mounted attenuator (optional) T iffer space (optional) T L 1 Shoulder taper A (see Note 3) B -1v Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. Chapter 6H — Typical Applications January 13, 2012 Part 6 — Temporary Traffic Control Temporary Traffic Control (Parts 1 & 6) Page 269 of 320 California WTCD 2012 Edition (FHWA's MUTCD 2009 Edition, as amended for use in California) Table 6H-4. Formulas for Determining Taper Length. Speed (S) Taper Length (L) in feet Ws' A0 mph or less Merging Shifting Shoulder L U2 L/3 feet feet feet Down Stream (feet)*** 60 As mph or more L= WS Where. L = taper length i6 feet W •=width of offset In feet 5 =.posted speed limit, or off-peak 85thoper6entite speed prior to work starting. or the amicipated operaling•speed in mph ` Table 6H-4(CA). Taper Length Criteria for Temporary Traffic Control Zones (for 12 feet Offset Width) Page 1136 Speed* S (mph) Minimum Taper Length** for Width of Offset 12 feet (VII) Merging Shifting Shoulder L U2 L/3 feet feet feet Down Stream (feet)*** 20 80 40 27 50 25 125 63 42 50 30 180 90 60 50 35 245 123 82 50 40 320 160 107 50 45 540 270 180 50 50 600 300 200 50 55 660 330 220 50 60 720 360 240 50 65 780 390 260 50 70 840 420 280 50 * - Posted speed limit, off-peak 851h -percentile speed prior to work starting, or the anticipated operating speed in mph. ** - For other offsets use the following merging taper length formula for L: For speeds of 40 mph or less, L=WS2/60 For speeds of 45 mph or more, L=WS Where: L = taper length in feet W = width of offset in feet S = posted speed limit, off-peak 851h -percentile speed prior to work starting, or the anticipated operating speed in mph *** - Maximum downstream taper length is 100 feet. See Section 6C.08. Chapter 6H — Typical Applications Part 6 — Temporary Traffic Control Temporary Traffic Control (Parts 1 & 6) Page 194 of 320 January 13, 2012 California WTCD 2012 Edition Page 1135 (FHWA's MUTCD 2009 Edition, as amended for use in California) Table 61-1-1 (CA). Index to Typical Applications Typical Application Description Typical Application Number Wokaffiacting Pedestrian and Bicycle Facilities see Section 6G.05 Sign (shown facing left) Shoulder Closure on Urban Low Speed) Locations to Accommodate Bicyclists TA -101 CA Lane Closure on Freeway, Expressway, Rural and Urban (High Speed) Locations to Accommodate Bicyclists TA-102(CA) Detour for Bike Lane on Roads with Closure of One Travel Direction TA-103(CA) Right Lane and Bike Lane Closure on Far Side of Intersection TA-104(CA) Work Within the Traveled Way of a Two -Lane Highway see Section 6G.10 1 l 1 Lane Shift on Road with Low Traffic Volumes I TA -105 CA Table 61-11-2. Meaning of,Symbols on Typical Application Diagrams Arrow board I Shadow vehicle %O r O O` Arrow board support or -trailer (shown facing down) Distance Between Signs" B Sign (shown facing left) �----� Changeable message sign or support trailer 100 feet surveyor, Urban (row speed)'- more than 25 mph to 40 mph Channellzing device 0 Temporary ora barrier p, - Urban (high speed)-- more, than 40 mph Gnash cushion 350 feet, Temporary barrier with warning light, Rural Direction of temporary traffic detour 500 feet Traffic or pedestrian signal Expressway j Freeway Direction of traffic ® Truck -mounted attenuator Flagger Type 3 barricade - =(Flag s High-level warning device tree) Warning light 0 Longitudinal channelizing device Work space ------ 0 Luminaire Pavement markings that should be removed for a long-term project o Work vehicle Table 6H-3. Meaning of Letter Codes on Typical Application Diagrams Road Type A Distance Between Signs" B C Urban (low speed)' - 25,mph or less 100 feet 100 feet too feet Urban (row speed)'- more than 25 mph to 40 mph 250 feet 250 feet 250 feet Urban (high speed)-- more, than 40 mph 350 feet 350 feet, 350 feet Rural 500 feet 500 feet 500 feet Expressway j Freeway 1,000 feet 1,500 feet 2,640 feel The column headings A, B. and C are the dimensions shown In Figures SH -1 through 61-146. The A dimension is the distance from the transition or point of restriction to the first,sign. The B dimension is the distance between Die first and second signs. The C dimension Is the distance between the second and third signs. (The'first sign" is the sign In a three -sign series that is closest to the TTC zone. The *third sign' is the sign that Is furthest upstream from the TTC zone.) Chapter 6H — Typical Applications Part 6 — Temporary Traffic Control Temporary Traffic Control (Parts 1 & 6) Page 193 of 320 January 13, 2012