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12066G See below for Finance Revenue Codes � �w O 46 ✓� Y. s 5w 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. DOME 09[n7 Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: 9/27/2012 LOCATION OF CONSTRUCTION: Eisenhower Park; 53480 Eisenhower Dr.; Cross Street Calle Colima PURPOSE OF CONSTRUCTION: Crown Castle LAD 088-02; Place 1 24x36" Fiber Splice Box and 286' 1-2" VTFUtt DESCRIPTION OF CONSTRUCTION: 24x36" Fiber Splice Box and 286'1-2" Conduit DIMENSION OF INSTALLATION OR REMOVAL: OCT -� APPROXIMATE TIME WHEN WORK WILL BEGIN: 10/1/2012 TIME OF COMPLETION: 10/ 0/2 ESTIMATED CONSTRUCTION COST: $2,500 (Including removal of all obstruction, materials, and de ris b c ion and placing NEE DEPT. permanent resurfacing and/or replacing improvements) COMMENTS This Permit is for Work Within the Public's Right -of -Way ONLY; Work Within Eisenhower Park Needs Approval of the Building Permit In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property happening or occuring as a proximate result of any work undertaken under the permit granted pursuant to this application. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. Signature of Applicant or Agent Crown Castle - Stephen Patino 1100 Dexter Ave #250, Seattle, WA 98109 805-234-1431 Name of Applicant Business Address Telephone No PWC, Inc. - Scott Ivey 900 W. Gladstone, San Dimas, CA 91773 909-592-4321 [4-397153 [4 397153 Name of Contractor and Job Foreman Business Address Telephone No. 1 597074 106739 Contractor's License Number City Business License No Old Republic General Insurance Corp A -ICG -968512-02 Applicant's Insurance Company Policy Number FEES Subdivision Improvement Permit - Class I Public Improvements: 3% of estimated construction costs Minor Improvement Permit - Class I Private Improvements: 3% of estimated construction costs Finance Revenue Code Inspection Fee E_1 $0.00 Permit Fee EE=1 $100.00 As -Built Deposit E-A $0.00 Cash Deposit -Surety Bond, EE=B $0.00 if required TOTAL $100.00 PERMIT NUMBER: 12066 DATE ISSUED: W.;! A- Iz EXPI TIO 10• Z4213 BY: WORK INSPECTED BY`: PERMIT COMPLETION DATE": If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. I < � r _ i� r �, i -. �- K r Date: `f 117-2°/Z Tract No: Vicinity:_ 3 T4ht 4 4 a" PUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT Project Name: LAAO88-OZ "` weft bit. /Csosy srfwe4- Cs Callen lime, PUBLIC Purpose of Construction (i.e.: Rough Grading,"Offsite Street, etc.) P&4e-e Descripxion of Construction (i.e.: See Plan Set No. 01234) Dimension of Installation or Removal: Approximate Construction Start Date: , / 0 / / 12-0 / i Approximate. Construction Completion Date: 1013012012. Estimated Construction Cost: $ Estimated Construction Cost shall include the removal of all ructions, materials, and debris, back -filling, compaction and placing permanent resurfacing and or replacing improvements Contact Name: P477niy Phone Number: 00S 234-1g3t Name of Applicant/Owner: ekowwr 64Sn Applicant Address: //Ov p&Az-7Z AVC 5-7aTnC- U/4 '?&D { Applicant Telephone Number: vkzsz gas --23y -/ q 3( Applicant E-mail Address: SW?hen.&wNo,(EbA�oe 70R-4�?2L'i2yaNC�4s7ZG. �o Name of Contractor: awG Contractor Address: 900 W , (a/A4af-TaNe 54N,'>1fM 5 eA 9c -7-7.3 Contractor Telephone Number: x/09' - S5 Z- Lf341 Contractor State License Number: 597-07-q Contractor City Business License Number: / O (0 73 _ Contractor E-mail Address: S C07TS J �✓G/NC , !N ►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED Applicant or Contractoe er 1 Liability Insurance Company: � t en wU C (!l evte'-04 T -'I swr.„vt.-4 e Cor P Applicant or Contractor General Liability Insurance Policy Number: A-- ICG- - q& Soa Office Use Only: Office Use Only: Inspection Fee: * O Assigned Permit Number: Permit Fee: I I �� As -Built, �^ Deposit: Dust Control Deposit: Credit Amount: TOTAL FEE DUE: '$100 Approval Date: Expiration Date: Issue Date: Administrative Authority: Application 0 • rpt . � "'` F 1 •5� v - u .. K f•, }. �, a , 5 • i t! i< ` t .'� 4 i ' pt!^ ;�.. •t f •`J'�'. I'jf�l�'.:Itii�JJf Jj c�CiIhICRi� E3C'iC `. City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 12066 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (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 notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall apply when indicated: ® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( '* N/A ** ) aggregate sub -base course having an "R" value of not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of one-fourth inch (%d') to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 '/i') of A.C. paving on (" N/A ") of class (*' N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. 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. Y PERMIT NO. 12066 Crown Castle (LAD088-02) / Place (1) 24" x 36" Fiber Splice Box and 286' of (1) 2" Conduit / Eisenhower Park; 53480 Eisenhower Dr; Cross St Calle Colima In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer. 2. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial Safety pursuant to 7-10.4.1. 3. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 4. This permit is for work within the public right-of-way only. Work within the Eisenhower Park requires approval of a building permit from the Building and Safety Department. 5. The permittee shall not install any conduits by trench without prior approval of the City Engineer. 6. "The permittee shall not construct an improvement that reduces vehicular sight distances. If such improvement is found to reduce the vehicular sight distance, then the permittee shall relocate the improvement prior to sign off of their encroachment permit." 7. The permittee shall not install improvements with the intention of providing video transmission services unless the permittee obtains a valid Franchise Agreement. 8. The permittee shall remove any underground utility markings that are no longer being used for this project. The permittee shall remove markings'on paved areas using high pressure wash or a method equivalent and at the discretion of the City Engineer. 9. Any asphaltic or concrete repairs shall closely match the existing paved areas in color at the discretion of the City Engineer. A finish product with a checkerboard appearance will not be accepted. 10. The permittee shall maintain the existing pedestrian path of travel and must maintain ADA compliant pathways leading to areas for use of public transportation systems. 11. No stockpiling of any materials will be allowed within the City R/W without an approved permit explicitly stating the use for stockpiling and/or storage. 12. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. 13. Crown Castle (Steve Patino) and PWC, Inc. (Scott Ivey), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Special Conditions Page I of 6 PERMIT NO. 12066 Crown Castle (LAD088-02) / Place (1) 24" x 36" Fiber Splice Box and 286' of (1) 2" Conduit / Eisenhower Park; 53480 Eisenhower Dr; Cross St Calle Colima 14. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. 15. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097 before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 16. . The permittee is required to provide a changeable message board informing the commuters using the affected Major and Primary Arterial roads of major construction and possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 17. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:00 a.m. 18. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 19. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 20. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the city and at minimum state from the owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes Special Conditions . Page 2 of 6 f PERMIT NO. 12066 Crown Castle (LAD088-02) / Place (1) 24" x 36" Fiber Splice Box and 286' of (1) 2" Conduit / Eisenhower Park; 53480 Eisenhower Dr; Cross St Calle Colima 21. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 22. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 23. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at residential streets, advance warning signs and traffic control shall be installed and maintained in accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH). Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be maintained at all times. 24. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 25. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 26. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. Special Conditions Page 3 of 6 PERMIT NO. 1206.6 Crown Castle (LAD088-02) / Place (1) 24" x 36" Fiber Splice Box and 286' of (1) 2" Conduit / Eisenhower Park; 53480 Eisenhower Dr; Cross St Calle Colima 27. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 28. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, the name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 29. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 30. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 31. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. 32. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works .Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 33. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected Primary Arterial roads or heavier traffic of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 34. Backfill compaction within street rights-of-way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Special Conditions Page 4 of 6 L PERMIT NO. 12066 Crown Castle (LAD088-02) / Place (1) 24" x 36" Fiber Splice Box and 286' of (1) 2" Conduit / Eisenhower Park; 53480 Eisenhower Dr; Cross St Calle Colima All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 35. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 36. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be replaced to its original condition. 37. Access and egress to all local properties shall be maintained at all times. 38. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, .meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt concrete as the base course lift and a City approved t/2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area shall be overlaid with a City approved C2 -AR -4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut removal lines. Special Conditions Page 5 of 6 PERMIT NO. 12066 Crown Castle (LAD088-02) / Place (1) 24" x 36" Fiber Splice Box and 286' of (1) 2" Conduit / Eisenhower Park; 53480 Eisenhower Dr; Cross St Calle Colima For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane. line striping, whichever is greater. • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base course lift of 1/4" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. 39.. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 40. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 41. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 42. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 43. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions Page 6 of 6 .. .. ..fir.`..`.:.:::...::..N:i•.4%,'..t�'-'�.�::ynst:e:r^": :.-..-;............. 8— T—ffin t —f-1 L.1—A—L, Lyric //iL/V #—=#IV V/VJ UIC Ulf f-C7f JIUC Vl 111lC/JC4UVll CA MUTCDTA-22B (CA) (Modified) . NOT TO SCALE i -1 34 Work Area Traffic Control Handbook Mid Block Bike Lane Closure NOT TO SCALE Work Aiiq 3( . . ......... Work Area Traffic Control Handbook Work On Shoulders CA MUTCD TA -3 (Modified) NOT TO SCALE C I If ............. dbook Work Area Traffic Control Handbook Mid Block Right Lane Closure 31 NOT. TO SCALE TYPICAL SHOULDER CLOSURE M RK>rr CLOSED W21 -SDR SEE TABLE 1 FOR CONE SPACING SHOULDER wORK AREA 0 O O • SHOULDER !� A f� • AND TABL 2 ADVANCE WARNING SIGNS, SEE TABLE 1 SEE TABLE SEE TABLE 3 • i • i • • i • i • • i • • i A A A- • • • NORA ARE O p 0 O o SHOULDER • �I! • • ^ L/3 �I SEE TABLE t FOR CONE SPACING Soo, SEE TABLE 1 ROAD TYPICAL LANE CLOSURE I czo-z CAU SEE NOTE 2 W20-, a C20 (CA) A❑(Rt) W4 -2R . -01 f 1 APPROACH a Min w Nin MOK SPACING SPEED L L/3 OF CONES mphft ft It 20 AND BELOW 80 30 20 TABLE 2 TABLE 3 DOWNGRADE APPROACH Min Min 0 w SPEED D _S2 _6%. -9K mph ft ft ft 1f 25 AND BELOW 155 158 165 173 30 200 203 215 227 35 250 257 271 287 40 305 315 333 354 4S 360 3J8 400 427 SO 425 446 X74 —so? - 2 0J koupliERCENT ER SO SEE NOTE 3 SE ON SUSTAINED DOWNGRADE STEEPER THAN -3 AND LONGER THAN 1 MILE. • IFncuQ TRAFFIC CONE' SIGN PANEL S17F IMtnl A� 36" K 36" ' O TRAFFIC CONE (OPTIONAL TAPER( ❑B 36" K. 18 - B"TEMPORARY . TEMPORARY SIGN f DIRECTION OF TRAVEL ® FLASHING ARROW SIGN IFAS) 6" FAS SUPPORT OR TRAILER /I� PORTABLE FLASHING BEACON DISTANCE BETWEEN SIGNS ROAD TYPE Min A (ft) URBAN (SPEED 2S m h OR LE55 100 URBAN (SPEED 30 Mph OR MORE) 350 RURAL 500 EXPRESSWAY / FREEWAY ISEE NOTE 3 NOTFSJ 1. California code, ora oeelggnoted by (CA). Otherwise, Federal IUUTCD) codes are shown. 2.-A 620-2 "END ROAD WORK" sign, as appropriate, sh011 De placed of the and of the lane closum unless the and of work area Is obvious, or ends within a larger projeat'o Iimite. 3. For approaeh.speeds over 50 mph, use the "Troffi0 Ccl»rol System for Lane Closure On Freeway* And EKpresewoye" plan for Ione closure detol13 and requirements. 4. D Is longitudinal buffer space and Is optional only when work area Is beyond the shoulder or clear recovery Zone where there Is no shoulder. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON MULTILANE CONVENTIONAL HIGHWAYS NO SCALE I vvorK on rreeways ano txpressways wm speeds of 65 mph or greater shall meet the Standard Plans and Standard Specifications of Caltrans. Posted Speed or observed operating speed (whichever is greater). (3) Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head -0n conflict. (4) Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas. (5) Sign spacing in rural areas should be 500 ft MINIMUM RECOMMENDED CHANNEUZING DEVICE AND SIGN SPACING SPEED "S" MPHO. DIMENSION A SIGNSPACING() ft DIMENSION B MINIMUM MERGING TAPER L It DIMENSION C MINIMUM SHIFTING TAPER 12 L ft DIMENSION D MINIMUM SHOULDER TAPER 1/3 L ft DIMENSION E BUFFER SPACE (4) ft MAXIMUM CHANNELIZER SPACING TAPERS It MAXIMUM CHANNEUZER SPACING TANGENT() ft 25 100 125 63 42 158 25 50 30 250 180 90 60 205 30 60 35 250 245 123 82 257 35 70 40 250 320 160 107 315 40 80 45 350 540 270 180 378 45 90 50 350 600 300 200 446 50 100 55 500 660 330 220 520 50 100 60 500 720 360 240 598 50 100 651lr 500 780 390 260 682 50 100 vvorK on rreeways ano txpressways wm speeds of 65 mph or greater shall meet the Standard Plans and Standard Specifications of Caltrans. Posted Speed or observed operating speed (whichever is greater). (3) Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head -0n conflict. (4) Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas. (5) Sign spacing in rural areas should be 500 ft Nix n � e� y,IL ��+L.y%,',tt r i � ••,, ate. !i'�; t 1—� it ��. �i �:.a � .'�ylnn E� a� �} - k -r. y % . x lfi� .rn�, s: � � `�i z � �••' __'_— _ s r �*-• tcF wtp v 1 t•j .. � i '. i'i �"°�',1,_'i ��..._j� Y"� t*C \ ni FI r klg 4v c a OD ij a 2p 4.� o£ -i ,c*c. �� 'e�ryf. f., �ri. '� oFJ•. °., ' �i� •�• - x. ZOO rwpm 1 NOW - 3, .. M� ,rr4j• dl �i le m, l'an�,i.. .,�i�i�.�iii.��..11dii•,4• uAK iiiiu'�!i jA-1.... - .. R "71�1 y -= s -- — ilii"•. !.. # � Iti: .,1 � �aRt , M'r:•�1n�. , �, v. _ ids r v.��'11�y r" �. i �A'� ,�ti-, . r -c,.." -` — .: ^."CaT � ."c� ..+•. .1Z1",.�����/,(�// N��^�.�Y�''"' Fy�yM rte: e K., - '�fy Tcrr• . s N iiL'.f, MY'. ,.n• � 1 ,� �Gr' F ' r �.tv, . �/ '��,t 9 � �jl � M 1�' l' .Y}�1"i$pf7 fi tt1'/ ,j ' � . (.'.� t�T�t �' -.�. Wrt j �i.•�5 .t: -= s -- — ilii"•. !.. # � Iti: .,1 � �aRt , M'r:•�1n�. , �, v. _ ids r v.��'11�y r" �. i �A'� ,�ti-, ZLOZ'OE*OL �p �� �' .:r ..1111■ ����IIIIIII�•,,_ ..,........ a • ill J � � - lie ZLOZ'OE'OL (�A CONTACTS: SYMBOL DESCRIPTION B/O/W BACK OF WALK £/0/D EDGE OF DIRT W/L WHITE LINE R/0/W RIGHT OF WAY E/0/P EDGE OF PAVEMENT CIL CENTERLINE CIF CURBFACE P/L PROPERTYL/NE —X—X—X—X—X— FENCE WALL DRIVEWAY BUSHES TREE • PROPOSED SITE POLE ® EXISTING UTILITY POLE STREETLIGHT • PARKING METER/STREET SIGN X DOWN GUY (I FIRE HYDRANT o UTILITY VALVE Qp UTILITYMANHOL£ (D SEWER MANHOLE ■ SQUARE VENT • ROUND VENT DIG•ALER75 HANDICAP RAMP FIELD SYMBOLOGY 7v CONSTRUCTION DOCUMENTS for the construction of the CiOS wN ATLE LAD088-02 1 OF 9 TITLE SHEET 7 OF 9 SITE LOCATION PHOTOS` 2 OF 9 EQUIPMENT DETAILS 8 OF 9 SITE PLAN 3 OF 9 TRI -SECTOR UNICELL MOUNTING DETAILS 9 OF 9 I.I.D. UNDERGROUND 4 OF 9 GROUNDING DETAILS DISTRIBUTION STANDARDS 5 OF 9 RF INFORMATION 6 OF 9 ELEVATIONS NOTE: COA TO BE INCLUDED AS SEPARATE ATTACHMENT SHEETINDEX THE PROJECT CONSISTS OF THE INSTALLATION OF WIRELESS ANTENNAS AND ASSOCIATED EQUIPMENT ON A NEW 29'-0" ROUND STEEL PARK LIGHT. TOTAL STRUCTURE HEIGHT: 34'-11". THIS NODE SITE IS PART OF A DISTRIBUTED ANTENNA SYSTEM (DAS). EQUIPMENT CONSIST OF: a) 1-11" (DIA.) x 70.9% (KATHREIN 800-10360) TRI -SECTOR ANTENNA. b) 3-23.3"L x 10.6"W x 5.9"D (KATHREIN 840-10525) PANEL ANTENNAS. FLUSH MOUNTED. c) 1-10"L x 6.5"W x 3.5"D POWER BREAKER/DISCONNECT BOX. d) 1-24"L x 11.5"W x 4.5"H WALL MOUNTED METER (100 AMP). e) 1-11.946"L x 7.154"W x 34.115"H BTI RADIO SHROUD. - f) 1-32.7"L x 6.1"W x 5.8"D ION-M17P/19P. h) 2-24"L x 36"W x 30"D FIBER SPLICE VAULT AND -17"L x 30"W x 24"D POWER PULL BOX. i) 5' OF I.I.D. 2" CONDUIT AND 286' OF CROWN CASTLE 2" CONDUIT. j) ANTI-GRAFITTI PAINT OR CLEAR -COAT TO BE USED ON ALL METERS AND POLES k) ALL ANTENNAS AND EQUIPMENT TO BE PAINTED TO MATCH POLE. PROJECT DESCRIPTION COORDINATES I LATITUDE: 33.66005544 N LONGITUDE: -116.307676 W T CONTACTS: PROJECT MANAGER: PHONE: CALLE MONTEREY (805) 732-0576 RF ENGINEER: PHONE: PROJECT AREA-[,,,,, CONSTRUCTION MANAGER: PHONE: STEVE PATINO (805) 234-1431 ZONING MANAGER: PHONE: STEPHEN GARCIA (480) 225-0151 CALLE COLIMA o � o � s LU LU UJI � D D = D O O a a a a w a NORTH a T.G. RC 879-F2 VICINITY MAP T CONTACTS: PROJECT MANAGER: PHONE: STEVE WEINGARDT (805) 732-0576 RF ENGINEER: PHONE: APURAVA BAROT (203) 336-7391 CONSTRUCTION MANAGER: PHONE: STEVE PATINO (805) 234-1431 ZONING MANAGER: PHONE: STEPHEN GARCIA (480) 225-0151 o � o � s � D D = D O a a a a w a a a OWNER: CROWN CASTLE 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PHONE: (206) 336-7382 FAX: (206) 336-7388 ZONING: N/A APN#: N/A PROJECT SUMMARY CROWN CASTLE CONTACTS: PROJECT MANAGER: PHONE: STEVE WEINGARDT (805) 732-0576 RF ENGINEER: PHONE: APURAVA BAROT (203) 336-7391 CONSTRUCTION MANAGER: PHONE: STEVE PATINO (805) 234-1431 ZONING MANAGER: PHONE: STEPHEN GARCIA (480) 225-0151 PROJECT TEAM CARLOS PUENTE IMPERIAL IRRIGATION DISTRICT 81-600 AVE. 58TH La Quinta, Ca 92201 PHONE: (760) 398-5837 cpuente@iid.com APPLICANT: CROWN CASTLE 1100 DEXTER AVE., SUITE 250 SEATTLE, WA 98109 PHONE: (206) 336-7382 FAX: (206) 336-7388 WIRELESS IMPLEMENTATION ENGINEER: N/A JURISDICTION: CITY OF LA QUINTA ENGINEERING COMPANY: CABLE ENGINEERING SERVICES ELIZABETH VILLALOBOS CELL: (818) 314-8150 10640 SEPULVEDA BLVD. SUITE 1 MISSION HILLS, CA. 91345 PHONE (818) 898-2352 CABLE ENGINEERING SERVICES OSP ENGINEER: JEREMY HARMON 10640 SEPULVEDA BLVD. SUITE 1 MISSION HILLS, CA. 91345 PHONE (818) 898-2352 'E�C�of4C1F�'t�,vr }'�Iirvt lT (2-066 -FoR W o►2K t.✓rt-141 ✓ TiF-C— OA/i,y SITE NAME: LAD088-02 LA OUINTA SITE INFORMATION: 53480 EISENHOWER DR LA OUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: Ll C WN AOSTL E Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 cable engineering services PRESCOTT COMMUNICATIONS INC. 10640 Sepulvetla Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898.2352 Fax No.: (816)898-9186 � C.E.S. PROJECT NO.:VH 76000586-15 I C.E.S. DWG. N0. NPN12111 REVISIONS: � MG 1 08-20-12 PRELIMINARY VH JH 2 08-31-12 POWER ER RE 1 3 1 09-11 -12 1 D SIGN aures. VH 05' JH CD FINAL r antti numntn: 1 OF9 KATHREIN KATHREIN MODEL -300-10360 SECTOR MODEL -840-10525 SECTOR: A,B, & C SECTOR: A,B, & C _ 10" SECTOR �� A �f= N TRI -SECTOR A J / 0 0 9 ON TOP OF = o a STEEL POLE o O ANTENNA a 00 Q i ` L a0 TOP VIEW 0 5� % STEEL POLE MOUNTING ET (ACTUAL VARIES) 10.9 ' m m S I -1—I. T o P�\�t0 y6� 80p\ 72p�'Ty SERVICE AREA �� �O oyLS BQp` �2��Ty ®®®® �O CANISTER70 SL _ n CT 6�Q• 0360 4z_ 2S A s C1 v z 0_P r��� I j I OP 0' 0, 90' 90. FRONT VIEW SCALE: SCALE: SCALE: SCALE: ANTENNA COAX SCALE: VECTOR DETAIL (TOP ARRAY) N.T.S. 1 ANTENNA N.T.S. 2 VECTOR DETAIL (LOWER ARRAY) N.T.S. 3 ANTENNA N.T.S. 4 SHROUD DETAIL N.T.S. 5 �__T NOTE 9 —L MOUNTING BRACKET (ACTUAL VARIES) 11.946" r F9 KATHREIN 840-10525 0 PANEL 120)ENNA 1-1/2 MIN. 1-1/2 MIN. 1 SEE NOTE 6 SEE NOTE 6 N QQQQQ3MIN. - - - SEE NOTE 7 I' NOTE 5 0 0 0 010 0 e m m e =ti;' �COAX SHROUD CUSTOMER L L L L L L SECTION 1 MIN.11 1 0 1 0 1 0 SEE NOTE 1 N A N A N A E D E D E D .XT. I� NEETRALNOT8 NEUTRAL 7.154" L 11.946" I �N t•�1/2 MIN. 8EE NOTE BTI RADIO SHROUD SCALE: 6• STEEL POLE MOUNTING SCALE: 7 ,.W. I "D" I N.T.S. N.T.S. PRODUCT - ANDREW CORPORATION FRONT VIEW SIDE —VIEW -j ION-M17P/19P RADIO \. ION-M17P/19P RADIO /� MODEL - S-3-CPUSE-L-N • U TABLE - MINIMUM DIMENSIONS ou • Continuous -duty NOTES: y11 I. The panel shown above is typical with the customer's distribution section located to the \� j side of the metering compartment. The distribution section may also be located below the test -bypass compartment (overhead supply only) or above the meter panel. ALL DIMENSIONS SHOWN ARE IN INCHES REV. DATE DESCRIPTION O g7 2 10/10 Revised Note 3 - PROJECT X100504 SCALE COMBINATION SAFETY -SOCKET PANEL WITH FACTORY INSTALLED \� SHT 1 OF 2 N.T.S. TEST BLOCKS AND SERVICE DISCONNECT. DATE 100 AND 200 AMPERES, 0-600 VOLTS DWG NO. REV. 12/05 ELECTRIC UTILITY SERVICE EQUIPMENT REQUIREMENTS COMMITTEE 305A 2 FRONT VIEW BACK VIEW o WALL MOUNTED METER SCALE: SCALE: SCALE: N.T.S. 8 ANDREW ION -M RADIO N.T.S. 9 SPLITTER DETAIL N.T.S. 10 "D- W. -XT" "XN� PANEL TYPE PANEL RATING- �I�IIR191� AMPERS) SEE NOTE 4 STANDARD 100 4-1/2 11-i/2 8 5 HEAVY-DUTY 200 6 13-1/2 11 B SITE NAME: LAD088-02 LA OUINTA SITE INFORMATION: 53480 EISENHOWER DR LA OUINTA, CA 92153 (STEEL PARK LI GHT) r SHEET TITLE -STAMP: EQUIPMENT DETAILS 0 C OWN ASTL E Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 ru�na rrt�rHrt�u or: cab/e 4sng/neer/ng SeA//CBS PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898.2352 Fax No.: (818)8989186 r C.E.S. PROJECT NO.: 76000586-15 C.E.S. DWG. N0. NPN1217 / REVISIONS: ��. MG 1 103-20-12 PRELIMINARY I"`� VH 2 108-31-12IPOWER RE -DESIGN PER I.I.D. 3 109-11-121 CD FINAL �JKCtI KUMtlt K: 20F9 Mounting Mechanical Interface achined after welding T The Crown Castle -supplied base for mounting the antennas must be fitted with a flange acording to the lower drawing. machinin A- -Steelquality 5235 JRG2 DIN EN 10025 to be qualified for hot dip galvanizing -Weld Ings according DIN18800 part 1 and part 7 and DIN EN 25817 quality -group C, around welded a>6.3mm if not marked different. The weldings should produced by a company with welding licence for dynamical loads. -without burr. according DIN ISO 6784. L-0.3 before hot dip galvanising -r- 1) —1) root of seam machined and full penetration welding D M12 machined after hot dip galvanizing 3) indicated dimensions are in hot dip galvanized condition surfaces according to DIN ISO 1302 Rz63 Crown Castle -supplied base .1 A Mounting The antenna is mounted with the included bolts and clamping ring on the customer -supplied base. The antenna can be continously turned through 360° to the desired position with the bolts loosely screwed in. _ Crown Castle -supplied base SITE NAME: LAD088-02 LA OUINTA SITE INFORMATION: 53480 EISENHOWER DR. LA OUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: TRI -SECTOR UNICELL MOUNTING DETAILS 0 CO WN 'A TLE Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA98109 ANS PREPARED BY: cab/® eng%neer%ng Serii PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898.2352 Fax No.: (818)898.9186 76000586-15 C.E.S. DWG. NO. NPN12177 REVISIONS: 1 108-20-12 PRELIMINARY 2 08-31-12 POWER RE—DESIGN qe PER I.I.D. JH 3 1 09-11-121 CD FINAL JKCtI KUMtltK: 30F9 NOTES: FOUNDATION OMITTED 12 FOR CLARITY i DU-�f)1Ri�� 1. ALL STRANDED GROUND WIRE TO BE GREEN JACKETED. O GROUND SCHEME MAY VARY DUE TO SITE SPECIFIC CONDITIONS. I-800-227-2600 STEEL POLEb�>«� a,n�.n SITE INFORMATION: TOP VIEW TICKET SLOPED COVER. 53480 EISENHOWER DR. (MARKED "GROUND � LAOUINTA,CA92253 (STEEL PARK LIGHT) z_ CADWELD OR —!- —24" MINCOMPRESSION FITTING 12 SHEET TITLE: .— I GRADE LEVEL I - - CONCRETE COVER( BOX 12" `( 12" I I I #2 AWG I-WAY CADWELD +-' J I `-- fi2 GROUND WIPE FROM GROUND WIRES I / �� ANTENNA GROUND BART J \ 50- ROD COPPER CiAD 3 LENGTH FOR ANTENNAS GROUND TEST WELL NOTES: / SEE DETAIL 92 CURB � 1. DIRECTION OF TRAFFIC / ELECTROLYTE COPPER ---- _ CLAD GROUND ROD 2. PLACE GROUND WIRE �' • / CLOSE TO CURB I • 1 BACKFILL NATIVE / MATERIAL SIDE VIEW TYPICAL STEEL POLE GROUNDING DETAIL SCALE: 1 GROUND TEST WELL DETAIL SCALE: 2 N.T.S. N.T.S. 4,, P\ \L L I 00 00 0 / 0"� o-/ , A Qom- D SITE NAME: LAD088-02 LA OUINTA PARTS LIST COPPER GROUND BAR. USE STYLE "I" GTI TELECOM, INC. A (ACTUAL GROUND BAR SIZE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS B OCO.30WAS8E S, NEWTON INSTRUMENT CO. CAT. EOUAL C WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR EOUAL D 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR EQUAL E INSULATORS SHALL BE INSTALLED F 5/8-11 NUT B I D TYPICAL GROUND BAR SCALE: 3 N.T.S. a NOTES: 1. CRIMP (COMPRESSION) TYPE TWO -HOLE BOLTED TONGUE CONNECTORS SHALL BE USED TO a TERMINATE STRANDED GROUNDING CONDUCTORS. THE CONNECTORS SHALL BE TIN PLATED o COPPER, LONG BARREL LUG, AND SHALL BE LISTED FOR THEIR INTENDED USE BY N AN NRTL. \ NOTE: TIN PLATED ALUMINUM CONNECTORS INSTALLED PRIOR TO THE DATE OF NOTES: THIS STANDARD OR CONNECTORS THAT ARE PART OF AN APPROVED PRODUCT ARE _ _ 1. DO NOT INSTALL COAX GROUND KIT AT A BEND AND ALWAYS ANTENNA COAX � I 12�� TO 24ACCEPTABLE. " DIRECT GROUND WIRE DOWN TO GROUND BEND. 2. CRIMP TYPE CONNECTORS USED ON SOLID CONDUCTORS MUST BE LISTED BY AN NP,TL 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 0 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 BE USED. (SEE NOTE #3) ENTIRE LENGTH OF THE LUG, ENSURE COAX OUTER INSULATION IS SNUG TO LUG BARREL, COAX GROUND KIT PROVIDE AN ANTIOXIDE COMPOUND ON THE CONDUCTOR BEFORE CRIMPING (NO OX). INSTALL #6 AWG STRANDED COPPER GROUND A TRANSPARENT HEAT SHRINK INSULATING TUBE ALONG THE ENTIRE LENGTH OF THE CRIMP. WIRE (GROUNDED TO GROUND BAR) 4. USE #6 AWG STRANDED -THOMAS & BETTS 455578 OR EOUIVALENT. (SEE NOTES' 1 &. 2) 5. USE #2 AWG STRANDED -THOMAS & BETTS 435306 OR EOUIVALENT. CONNECTION OF COAX GROUND KIT TO ANTENNA COAX SCALE. 4 2 -HOLE LB GROUNDING LUG SCALE: 5 N.T.S. I N.T.S. GROUNDING DETAILS 0 CW N ASTLE Crown Castle 1100 0EXTER AVE. SURE 250 SEATTLE, WA 98109 PLANS PREPARED BY: cabie engmlnaering services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898.9186 C.E.S. PROJECT NO.: 76000586-15 C.E.S. DWG. NO. NPN12177 REVISIONS: MG 1 108-20-12 PRELIMINARY VH -_'VH 2 08-31-12 POWER RE -DESIGN PER I.I.D. «: VH JH VH 12 CD FINAL °C' VH Jnttl numntit: 40F9 TOP ANTENNAS BOTTOM ANTENNAS Alpha Bete 'Canna BTI, PCS Remote Unit, Master 20W Alpha Beta Gamna BTI, AWS remote unit, Slave 40W ANTI ANT2 ANr3 rrBSC-Shroud-8 Aln"! AIM AN16 ECC1920-VPUB ANDREW, Cross band coupler, AWS/PCS 1 SPL1-6 X X X X X X ANTI -3 X X X 1 ANT4-6 840 10525 KATI IREIN, 65 Deg Dualband Directional Ant, 2ft. 698-694/1710-2170MI lz 33 ,� ,� ,� 4. ANDREW, LDF4-50A, HEUAX`a Low Density Foam, 1/2 in, black PE jacket TBD, N A / L4TNM-PS ANDREW, Type N Male Positive Stop" for 1/2 in LDF4-50Acable GRID G11 GND G11 X X X X X >G FSJ4-50B ANDREW, FSJ4-50B, HELIAXII Superflex, torr. copper, 1/2 in, black PE jacket TBD , GND GIRDGfJD ANDREW, Connector, Type N Male for 1/2 in FSJ4-50B cable 182 F4PDMV2-C ANDREW, Connector, 7-16 DIN Male for 1/2 in FSJ4-5OB cable 22, GND1-12 - JANDREW, Univ. Ground Kit for 1/2 inthru 1-S/8 in corru ated coaxial cable 12 • BTI Remote j ' C131.9 CBL12 CBL10 698-894 NH= CBL13 CBL11 698-894 TBI. -C111.14 JLL 41 1910-2170 MHz - -- - - - - - 4730-o-2170 MHz -CBG15...CBL26-- SPLL SPL2 CBL16 CBL25 CBL17 CBL24 CBL18f7,C5 1.23 GNDa ` CBL19 CEL20 C131.22GND7 CBL21 Fiber. AWS COM SPL3 SPL4- SPL5 - SPL6 11OVA1710.2170 DX1 GPID • CBL1 PC _ G D1 • CBL2: GND2 CBL3 GND9 GND10 GND11 GND12 _ (unused port) GND3 A !'a _ ` (N -type, .ale) G J.CBLS , (veathezyxooi) GNDS �� GNDG ��'7 CBL8 ITEM PART NO. DESCRIPTION QTY NOTES: RU 1 m SC1900-060-RUMF01 BTI, PCS Remote Unit, Master 20W 1 PRELIMINARY mBSC2100-060-RUSF01 BTI, AWS remote unit, Slave 40W 1 AZIMUTH rrBSC-Shroud-8 BTI, 8" wide shroud (included with node) 1 5X1 ECC1920-VPUB ANDREW, Cross band coupler, AWS/PCS 1 SPL1-6 S-3-CPUSE-L-N ANDREW, SPLITTER, 3-VVAY, N -TYPE, 698-270OMH2, SOW 6 ANTI -3 800 10360 KATHREIN, 65 Deg Dual band Trisector Antcnna, 4ft, 1710 2170 MHz 1 ANT4-6 840 10525 KATI IREIN, 65 Deg Dualband Directional Ant, 2ft. 698-694/1710-2170MI lz 33 CBL3-8 LDF4-50A ANDREW, LDF4-50A, HEUAX`a Low Density Foam, 1/2 in, black PE jacket TBD, N A / L4TNM-PS ANDREW, Type N Male Positive Stop" for 1/2 in LDF4-50Acable 112 ANDREW, Type DIN Male Positive Stop- for 1/2 in LDF4-50A cable 12 CBL1-2, 9-26 FSJ4-50B ANDREW, FSJ4-50B, HELIAXII Superflex, torr. copper, 1/2 in, black PE jacket TBD , F4PNMV2-HC ANDREW, Connector, Type N Male for 1/2 in FSJ4-50B cable 182 F4PDMV2-C ANDREW, Connector, 7-16 DIN Male for 1/2 in FSJ4-5OB cable 22, GND1-12 UG12158-15B4-T JANDREW, Univ. Ground Kit for 1/2 inthru 1-S/8 in corru ated coaxial cable 12 ANTENNA WIRE DIAGRAM GPS SURVEY 1A LATITUDE: 33.66005544 N LONGITUDE: -116.307676 W RF SYSTEM SCHEDULE 1 Cable will be cut to length and connectorized in the field for optimal cable routing. 2 Right angle connectors can be substituted for ease of installation 3 The bottom set of antennas and corresponding RF system will not be constructed initially. 4 Ground cable and lugs may be required forthe antennas if mounting to a non -grounded surface 5 Items in BLUE are supplied by Crown Castle 6 Weatherproof unused antenna ports 7 Antenna azimuths and downtilts will be provided separately by Crown Castle prior to installation NOTE: A WEATHER A CORROSION RESISTANT SIGN PER C.O. 95 RULE 94.5 (MARKING) REQUIREMENTS SHALL BE AFFIXED TO THE SITE POLE NO LESS THAN THREE (3) FEET BELOW THE ANTENNA(S) (MEASURED FROM THE TOP OF THE SIGN) AND NO LESS THAN NINE (9) FEET ABOVE THE GROUND LINE (MEASURED FROM THE BOTTOM OF THE SIGN). SCALE: RF SIGNAGE N.r.s. 2 1 DETAIL CAUTIO1N Radio Frequency (RF) emissions are present at this location. Workers are asked to remain 3 feet from the face of the antennas (MAD). Continued exposure to the RF energy may exceed Federal limits set for General PopulationlUncontmiled environment. Utility workom who must work within the MAD should first contact CROWN CASTLE's NOC (7124). NOC will dispatch a Technician or provide assistance in d"nergizing the antennas. CROWN CASTLE NOC: 888-393-2213 SITE ID: LAD088-02 SITE NAME: LAD088-02 LA OUINTA SITE INFORMATION: 53480 EISENHOWER DR. LA OUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: RF INFORMATION 0 CW N AS TL E Crown Castle 1100 DEXTER AVE. BUTTE 250 SEATTLE, WA 98109 cable engineering services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 C.E.S. PROJECT NO.: SCALE: 1 N.T.S. 76000586-15 I C.E.S. DWG. NO. NI'M2177 RF SYSTEM SCHEDULE PRELIMINARY MG VH ANTENNA SECTOR AZIMUTH NUMBER OF ANTENNA MODEL N0EOUIPMENT JUMPER JUMPER EST. COAX . ANTENNAS IN VAULT SIZE LENGTH COAX SIZE JUMPER ANTENNA RAO CENTER. OF ANTENNA A D 2 KATHREIN 840-10525 KATHREIN 800-10360 N/A N/A 21 f 1/2" N/A 32•-8-/ 27-0- 6 120• 2 840-1052532'-8/ KATHREIN 840-10525N A N A 21 t KATHREIN 800-10360 / / 1 2 / NIA / 27'-0- C 240' 2 KATHREIN 840-10525 N A N A 21 t KATHREIN 800-10360 / / 1 2° / N A / 3z-6/ 27'-0 GPS SURVEY 1A LATITUDE: 33.66005544 N LONGITUDE: -116.307676 W RF SYSTEM SCHEDULE 1 Cable will be cut to length and connectorized in the field for optimal cable routing. 2 Right angle connectors can be substituted for ease of installation 3 The bottom set of antennas and corresponding RF system will not be constructed initially. 4 Ground cable and lugs may be required forthe antennas if mounting to a non -grounded surface 5 Items in BLUE are supplied by Crown Castle 6 Weatherproof unused antenna ports 7 Antenna azimuths and downtilts will be provided separately by Crown Castle prior to installation NOTE: A WEATHER A CORROSION RESISTANT SIGN PER C.O. 95 RULE 94.5 (MARKING) REQUIREMENTS SHALL BE AFFIXED TO THE SITE POLE NO LESS THAN THREE (3) FEET BELOW THE ANTENNA(S) (MEASURED FROM THE TOP OF THE SIGN) AND NO LESS THAN NINE (9) FEET ABOVE THE GROUND LINE (MEASURED FROM THE BOTTOM OF THE SIGN). SCALE: RF SIGNAGE N.r.s. 2 1 DETAIL CAUTIO1N Radio Frequency (RF) emissions are present at this location. Workers are asked to remain 3 feet from the face of the antennas (MAD). Continued exposure to the RF energy may exceed Federal limits set for General PopulationlUncontmiled environment. Utility workom who must work within the MAD should first contact CROWN CASTLE's NOC (7124). NOC will dispatch a Technician or provide assistance in d"nergizing the antennas. CROWN CASTLE NOC: 888-393-2213 SITE ID: LAD088-02 SITE NAME: LAD088-02 LA OUINTA SITE INFORMATION: 53480 EISENHOWER DR. LA OUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: RF INFORMATION 0 CW N AS TL E Crown Castle 1100 DEXTER AVE. BUTTE 250 SEATTLE, WA 98109 cable engineering services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 C.E.S. PROJECT NO.: SCALE: 1 N.T.S. 76000586-15 I C.E.S. DWG. NO. NI'M2177 REVISIONS: 1 08-20-12 PRELIMINARY MG VH °SP JH 2 08-31-12 POWER RE—DESIGN PER I.I.D. VH VH JH 3 09-11-12 CD FINAL VH ' VH an CtI NUmnelt: SCALE: 3 50F9 N.T.S. TOP OF POLE (29'-0" AGL) TOP OF POLE (29'-0" AGL) TOP OF FLUSH MOUNT ANTENNAS (28'-0" AGL) TOP OF FLUSH MOUNT ANTENNAS (28'-0" AGL) CENTERLINE OF FLUSH MOUNT ANTENNAS (27'-0" AGL) CENTERLINE OF FLUSH MOUNT ANTENNAS (27'-0" AGL) —r COAX COVER I COAX COVER -� BELOW ANTENNAS BELOW ANTENNAS TOP OF PARK LIGHT (20'-0" AGL) ^_j L-- TOP OF PARK LIGHT (20'-0" AGL) 00 COAX &SPLITTER SHROUD BOTTOM OF BTI RADIO SHROUD (14'-0" AGL) oo BOTTOM OF BTI RADIO SHROUD (14'-0" AGL) 161 (BEHIND POLE) TOP OF ION RADIO (12'-6" AGL) 1-7-L TOP OF ION RADIO (12'-6" AGL) (INSIDE POLE) (INSIDE POLE) BOTTOM OF DISCONNECT BOX (7'-0" AGL) BOTTOM OF DISCONNECT BOX (7'-0" AGL) POWER PULL BOX 2FIBER SPLICE VAULT i POWER PULL BOX 2 (17"x30"x24") ,--(24"x36"x36") (17"x30"x24") 6' FRONT VIEW LOOKING EAST ELEVATIONS (1) BTI RADIO SHROUD, (1) CROWN CASTLE ION-M17P/19P AND POWER BREAKER/DISCONNECT BOX (3:00) 2" CC FIBER O cy 3 0 •'� 6:00 O 1�i Z \I- \ w 1.5" EX. PARK LIGHT POWER � N o w 9:00 2" CC PWR 0' S COAX CABLES 'L(90' RISER DETAIL SCALE: 1 N.T.S. FIBER, SPLICE VAULT 1 to.Ts• 0.0 (24"x36"x36") a' SIDE VIEW LOOKING NORTH SITE NAME: LAD088-02 LA OUINTA SITE INFORMATION: 53480 EISENHOWER DR LA OUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: ELEVATIONS -STAMP: Ll CCA��E Crown CasUe 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 _ - PLANS PREPARED BY: cable engineering Services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898.2352 Fax No.: (818)898.9186 C.E.S. PROJECT NO.: 76000586-15 C.E.S. DWG. NO. NPN12177 REVISIONS: � MG 1 108-20-121 PRELIMINARY 11 VH 2 108-31-12 I POWER RR E.I D«,ESIGN VH 3 109-11-121 CD FINAL I° VH JHttI nUMUtR: SCALE: a 60F9 N.T.S. Non:: NOTE: NOTE: A WEATHER. & CORROSION RESIST4IT SIGN PER G.O. 95 RULE 94.5 (MARKING) REOUIP.EMENTS COAX SHALL REMAIN STRAIGHT FOR A MINIMUM OF 4" FROM ALL ANTENNAS AND EQUIPMENT TO BE PAINTED TO SHALL BE AFFIXED TO THE SITE POLE NO LESS BOTTOM OF CONNECTOR TO BEGINNING OF THE BEND. MATCH POLE. 11*1 THREE (3) FEET BELOW THE .ANTENHA(S)) (MEASURED FROM THE TOP OF THE SIGN) 41D 'THE(9)ABOVEFEET THEOUND THE NOTE: LINE (MEASURED BOTTOM THE SIGN). ALL EQUIPMENT TO BE GROUNDED PER MFG SPECIFICATIONS. TOP OF STRUCTURE (34'-I1" AOL) TOP OF STRUCTURE (34' -II" AGL) CENTERLINE OF ANTENNA (32'-8" AGL) CENTERLINE OF ANTENNA (32'-8" AGL) TOP OF POLE (29'-0" AGL) TOP OF POLE (29'-0" AGL) TOP OF FLUSH MOUNT ANTENNAS (28'-0" AGL) TOP OF FLUSH MOUNT ANTENNAS (28'-0" AGL) CENTERLINE OF FLUSH MOUNT ANTENNAS (27'-0" AGL) CENTERLINE OF FLUSH MOUNT ANTENNAS (27'-0" AGL) —r COAX COVER I COAX COVER -� BELOW ANTENNAS BELOW ANTENNAS TOP OF PARK LIGHT (20'-0" AGL) ^_j L-- TOP OF PARK LIGHT (20'-0" AGL) 00 COAX &SPLITTER SHROUD BOTTOM OF BTI RADIO SHROUD (14'-0" AGL) oo BOTTOM OF BTI RADIO SHROUD (14'-0" AGL) 161 (BEHIND POLE) TOP OF ION RADIO (12'-6" AGL) 1-7-L TOP OF ION RADIO (12'-6" AGL) (INSIDE POLE) (INSIDE POLE) BOTTOM OF DISCONNECT BOX (7'-0" AGL) BOTTOM OF DISCONNECT BOX (7'-0" AGL) POWER PULL BOX 2FIBER SPLICE VAULT i POWER PULL BOX 2 (17"x30"x24") ,--(24"x36"x36") (17"x30"x24") 6' FRONT VIEW LOOKING EAST ELEVATIONS (1) BTI RADIO SHROUD, (1) CROWN CASTLE ION-M17P/19P AND POWER BREAKER/DISCONNECT BOX (3:00) 2" CC FIBER O cy 3 0 •'� 6:00 O 1�i Z \I- \ w 1.5" EX. PARK LIGHT POWER � N o w 9:00 2" CC PWR 0' S COAX CABLES 'L(90' RISER DETAIL SCALE: 1 N.T.S. FIBER, SPLICE VAULT 1 to.Ts• 0.0 (24"x36"x36") a' SIDE VIEW LOOKING NORTH SITE NAME: LAD088-02 LA OUINTA SITE INFORMATION: 53480 EISENHOWER DR LA OUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: ELEVATIONS -STAMP: Ll CCA��E Crown CasUe 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 _ - PLANS PREPARED BY: cable engineering Services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898.2352 Fax No.: (818)898.9186 C.E.S. PROJECT NO.: 76000586-15 C.E.S. DWG. NO. NPN12177 REVISIONS: � MG 1 108-20-121 PRELIMINARY 11 VH 2 108-31-12 I POWER RR E.I D«,ESIGN VH 3 109-11-121 CD FINAL I° VH JHttI nUMUtR: SCALE: a 60F9 N.T.S. r �•+1�'� %'""i l .i`,,(3Jf-��T y' �,�a�t A e * � � ! . � � r ��\�"� i �\'T �y s 4i 4�r1�7 �'i�r_ Yr I � � ��� � i �S. �vt� it '�K 4 - f y • ♦ ��,s ti ri '-f+ Y r � i,� 4 ► , v 4 �r.�'t„�� C� r,./+.;��!' �+Ps' the ,r+ ,f !y� t'. ���r �,•.! ' f"°;Y',�YrN, ,�yGS �4}`y'�,+e` t` 44 -fir �.t'S� { •� yt�r .r iY.�',,..3 � t<K 4•+'1 �,I� x,yri 1 >^5>as � f-. i�r�J t l• t � -,t: , F/i': '.ao .rs�y�y��• �'��.'�#rr i�.,�,,p�%.#' � ,ry��.�r'� ,r; ' i r t � y ."' 1-v� • r, 7�r _ .Q'[�•Lr`�,�-� j � �,�t a � �iL'l. W��'•�c�.t�'f��•`.t�?;.4 �;'E`R`R. {�\��pp7.M r��i� f� ~" f�N _ �. �JY f '�. JtYf +�.tY,i�t�t�`+�M,� Yt-,' ji lIE �����y' px -s'i /< T•' � ri' }s �-}. i r+ ^' '� IY..r.. � ..,a<7'yx4YL �'� vJ - . ir. .�.�•T �S+ i�� �i `-f�i�`, ►;4'.` •tt\a• r �tc r i k c i ( r r i ti jt4 .� '"` a. �f.:,y •; +.r / t4 r '.... j.. r ,• •`t �4i4Y"Sfis i • t c Y' f,�. y . �rb�:ts ia/eti k"' ``}°'s.,�, ]•f �,•.:��. C I/,.�°.� *� �• f -i `,. t`; ri,A.\ Y `.�'!r 7,' ;'_ � fir d "All w �t • 4`t � t :�. �f t� '` �, i.' \tti ,�y.s � t � _,(+. _-!. y .; s �3 -fe r r i�r �-t� k_a� irY ,�:! � • Y''�i '., _ "" t � I � 't!!. �t ft�f :� ,v,xtt° � a' ��� .e, wf• � s� .�.:, r a i ,tom 7 ..n;. t i�}y r M d `s ?.•, i..,,}'`Rty�tj�,,. r� r�" ���� ;�t s.. '�.s i—/N'�"Ji f'� r,.r1--. ti�' �f' t '� 'i ".',. snY�'•��'�•;,;�f is. i�,.. r✓Jft -' t _ . t' 'S'.`3 �ai{_Y•'!�`}.-••�_2' hs,-(ti '�t 'ti../.t... � yS',,y'.��,��1�•`��r•t,y�G v�.',�i4�rrs• rr`'`,� t}v�?_,.G�3.�-�:.�*{i,f'ti.��'.'..7,)t �aa��, �',�r � _ �j,... P a 5 r 'w ;,�' .t�. 3s'�i �1,:"� �� hi*/�I F..� r"•t'''kte. 1M1yy�.1.�e,- '�YI�, ' �1���••'•y 1� �Y, ' _- 2—�-4 ��_ :•r J■■yI�-.�s1r�pjLI,'`i.Rr�.-,.,r.� � �..._a, -_a..1.i+}`` �1- T 1 'iaAi•:!tIl r- t t~�`•i , .'s3 . i .•`F1i\..rF4;q, q^t.�id00-ww", ,4 f�i!rr "-!S•r',l,..!��. 't"rir't1r¢'SltrT%.�,`�t,t�r �.�.n �. .'' s. . ;-• t Ii' s t.. '•"'rj•,d',i.:f�, y(:'•y s_ r r� ti..� .r���y!'�; SGH.r,� - :r, �• ^I .�'_� lyl a_ `"�.-"rCr !'+ lih ��... _ ,Y; �•i_`►� MEQUON gab A rY�--..�..�.�.y - - ``---- �I' .;.'�•t .. 1 .-.f ..i' �ivv�r4y�A?�� IImIX!RnIjfilm11 ..�I•�:.:.:..::� �r..u•p !` 1 SIM, NOTES: I)IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROPERTY OWNER & NECESSARY UTILITY COMPANIES FOR THE LOCATION OF ALL EXISTING BELOW GRADE UTILITIES AND REOUIREMENTS FOP, DEPTH. SIZE AND SEPARATION PRIOR, TO BEGINNING CONSTRUCTION. 2)PROPOSED UTILITY SERVICES SHOWN NEED TO BE VERIFIED & APPROVED BY UTILITY COMPANIES BEFORE START OF CONSTRUCTION. CONTRACTOR TO VERIFY WITH CLIENT PROJECT MANAGER TO OBTAIN FINAL APPROVAL. 3)CONTP.ACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE COSTS ASSOCIATED WITH EXISTING BELOW GRADE UTIUTIES AND SHALL IMMEDIATELY INFORM CLIENT OF ANY ACCIDENTAL DAMAGE TO EXlST114G UTILITIES BY TELEPHONE AND E-MAIL REGARDLESS OF ABILITY TO REPAIR OR MITIGATE. A FOLLOW-UP E-MAIL REPORT WITH DIGITAL PHOTOS WILL BE REOUIP.ED DAILY UNTIL RESOLUTION HAS BEEN ACCEPTED BY CLIENT AND AFFECTED SEP.TOCE PROVIDERS AND RECIPIENTS. AT THEIR OWN EXPENSE. CONTRACTOR WILL EXERCISE ALL EFFORTS TO HAVE REPAIRS MADE BY OUAUFIED TECHNICIANS AS APPROVED BY SERVICE PROVIDER. THIS IS A GENERAL USE DRAWING n ONLY: SPECIFIC DATA AS TO SIZE AND LOCATIO14S OF KNOCKOUTS. OPENINGS & INSERTS MAY BE ---__ OBTAINED THROUGH ACP.___ VARIATIONS FROM THESE ----- STANDARDS ARE AVAILABLE ON SPECIAL ORDER -- -- `NON-CONCRETE UD (BOLT DOWN) / \x. �I COMPOSITE VAULT Ir TYPICAL COMPOSITE VAULT DETAIL 24- x 36' 'f. 30 - NO SCALE (LID TO BE MARKED "CROWN CASTLE-) (VAULT R1) 'p o b IdW, 1I� TYPICAL VAULT DETAIL 17"X30"X24" SCALE: N.T.S UD TD BE MARKED CROWN CASTLE (PULL 80:1 BI) CITY OF INDIO PERMIT INFORMATION HDD / OPEN TRENCH A/C STREET FOOTAGE: 0' HDD / OPEN TRENCH CONC. STREET FOOTAGE: 0' HDD / OPEN TRENCH CONC. SIDE WALK FOOTAGE: 14' HDD / OPEN TRENCH GRASS/DIRT PARKWAY FOOTAGE: 174' HDD / OPEN TRENCH TOTAL PROJECT FOOTAGE: 188' 50' C38' 12` I ' I w I" PARK. DEDICA VAULT LOCATION (NOTE: ALL DIMENSIONS ARE TO CENTER. OF STRUCTURE) VAULT VAULT SIZE LOCATION VAULT I 24 36",30 (SPLICE VAULT) � � 1141 E. OF C L OF EISENHOWER OR. & 112 L 1 N. C OF CALLE COLIMA VAULT 2 24 (SPLICEE xx VAULT) 1381 E. OF C OF EISENHOWER DR. & 28.1 N. CA OF CALLE COLIMA �L L1 = 90 < = AS < = 90 PULL BOIL LOCATION (NOTE: ALL DIMENSIONS ARE TO CENTER, OF STRUCTURE) M PULL 60% SIZE LOCATION 17"L30g24" 1091 E. OF CA OF EISENHOWER DR. & 118'1 It. CA OF CALLE COLIMA EXIST. PARK LIGHT-/ (TO BE REMOVED) j Ll -a\ - EXIST. EXIST. PARK POWER EISEINHO WER PARK 5' PAtW. 6' WKC. SW. h NOTE: CONTRACTOR TO ALLOW INGRESS AND EGRESS TO DRIVEWAYS AT ALL TIMES — — — - — - — -- DURING CONSTRUCTION. 7ft UNDERGROUND UTILITIES NOTE: THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES, STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX. UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REOUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THIS PLAN. UTILITY LINE TYPE LEGEND: PROPOSED CONDUIT --- POWER---- ----GAS--- ----WATER-- -PHONE— STREET OWER --- -- GAS -- - --WATER--PHONESTREET LIGHT ---- -SEWER SEWER --CABLE TV—.- .-- -- STORM DRAIN - NCIE ARU j 148'1 E. OF C/L EISENHOWER DR. MEASURED ALONG N. CURBFACE 'I JLg 77777 50' 14800-221-2600 mart .au do an TICKET ® ITEM # DESCRIPTION 5'-0" EXIST. I.I.D PULL BOX TO WALL MOUNTED METER O 1-2" SCH. 40 PVC CONDUIT (I.I.D.) 47'-0" WALL MOUNTED METER TO POWER PULL BOX O 2-2" SCH. 40 PVC CONDUIT (CC POWER) O3 6'-0' POWER PULL BOX TO SITE POLE 2-2" SCH. 40 PVC CONDUIT (CC POWER) O18'-0" EXIST. WOOD POLE #907163D TO VAULT 2 4 1-2" SCH. 40 PVC CONDUIT (CC FIBER) O 104'-0" VAULT 2 TO VAULT I 1-2" SCH. 40 PVC CONDUIT (CC FIBER) O 8'-0" VAULT 1 TO CROWN CASTLE SITE POLE 1-2" SCH. 40 PVC CONDUIT (CC FIBER) CONDOR CURVE DATA PRELIMINARY [m MG VH © 0 R- Y-0' R- Y-0' R- 2'-0' R - 6'-0' L1 = 90 < = AS < = 90 < = 22.5- L = 4'-9' L = 2'-4' L = Y-2' L = 7'-1' ITEM # DESCRIPTION 5'-0" EXIST. I.I.D PULL BOX TO WALL MOUNTED METER O 1-2" SCH. 40 PVC CONDUIT (I.I.D.) 47'-0" WALL MOUNTED METER TO POWER PULL BOX O 2-2" SCH. 40 PVC CONDUIT (CC POWER) O3 6'-0' POWER PULL BOX TO SITE POLE 2-2" SCH. 40 PVC CONDUIT (CC POWER) O18'-0" EXIST. WOOD POLE #907163D TO VAULT 2 4 1-2" SCH. 40 PVC CONDUIT (CC FIBER) O 104'-0" VAULT 2 TO VAULT I 1-2" SCH. 40 PVC CONDUIT (CC FIBER) O 8'-0" VAULT 1 TO CROWN CASTLE SITE POLE 1-2" SCH. 40 PVC CONDUIT (CC FIBER) - EXISTING I.I.D. WOOD UTILITY POLE #907163D 6:00 3:00 9.-00 PL.0) 2- SCH 80 PVC FIBER RISER O 12:00 (I.I.D.) ON (1) I.I.D. RISER STANDOFF BRACKET •ALUMA FORM CAT -9 -CSO -12 W1 3- STRAP KIT. 12:m \—(I) 2" CC FIBER CROWN CASTLE TO PLACE VAULT #2 (1) 24"x36%30" FIBER SPLICE VAULT LID TO BE MARKED (CROWN CASTLE) T(I) BTI RADIO SHROUD. CROWN CASTLE IoN- OHMITP/19P AND POWER BREAKER/DISCONNECT BOX (3:oo) G �2" CC FIBER Z� o $ • L oo H \ 1.5- EX. PARK LIGHT POWER IN 9:00 2' CC PWR CABLES ABLES COAX CABS N 1 W 1 . I S GRAPHIC SCALE 20 0 To 20 FEET SITE NAME: LAD088-02 LA QUINTA SITE INFORMATION: 53480 EISENHOWER DR LA QUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: CIWH"T LlC WN AOSTL E Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA98109 - PLANS PREPARED BY: cabCm 19 engineering engineering services PRESCOTT COMMUNICATIONS INC. 10640 SepulVetla Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898.9186 C.E.S. PROJECT NO.: 6000586'1 5 C.E.S. DWG. NO. NPN12177 KCVl 1 CROWN CASTLE TO PLACE PULL BOX #2 PRELIMINARY [m MG VH (1)-17"x30"x24" POWER PULL BOX 2 03-31-12 POWER RE -DESIGN PER I.I.D.VH LID TO BE MARKED (CROWN CASTLE) «: °SP JH 3 CROWN CASTLE TO REPLACE CD FINAL °"AITE" VH aa` VH (1) 20'-0" EXISTING SQUARE PARK LIGHT POLE WITH (1) NEW 29'-0" ROUND PARK LIGHT POLE AT THIS LOCATION. ozP TOTAL STRUCTURE HEIGHT: 34'-11" EOUIPMENT TO CONSIST OF: DR- D) 1-1 I" (DIA.) X 70.91 (KATHREIN 800-10360) TRI -SECTOR ANTENNA. b) 3-23.31 x 10.6"W x 5.9"D (KATHREIN 840-10525) PANEL ANTENNAS, FLUSH MOUNTED ORuiER: —A c) 1-11.9461 x 7.154"W x 34.115"H BTI RADIO SHROUD. d) 1-32.71 x 5.8"W x 6.1"D ION-M17P/19P e) 1-101 x 6.5"W x 3.5"D POWER BREAKER/DISCONNECT BOX f) ALL ANTENNAS AND EOUIPMENT TO BE PAINTED TO MATCH POLE. CROWN CASTLE TO PLACE VAULT #1 -1(1) 24"x36"x30" FIBER SPLICE VAULT LID fO BE MARKED (CROWN CASTLE) O CROWN CASTLE TO PLACE P (1) WALL MOUNTED METER IN EXIST. EXIST. PARK ENCLOSURE PARK ENCLOSURE 5' ABOVE GRADE FROM CENTER LINE OF METER. NOTE: SITE ADDRESS TO BE LABELED ON \ ¢ w FACEOF METER PANEL WITH MIN. 2" REFLECTIVE FLECTIVE ADHESIVE LETTERING. CD m w C, SEE DETAIL "A" 0 \ ¢ EXISTING I.I.D. - WOOD UTILITY POLE 1 �— EXIST. I.I.D PULL BOX PROPOSED POWER �, -_z ,--- EXIST. PARK POWER POINT OF CONNECTION w / in `\ ��I(,R6�NvvtENf i � pgytvn 'a,:166 Fo/t- CALLE COLIMA I —... ..T— N I N N � `° NEW CROWN CASTLE WALL MOUNTED METER PANEL L 6 EXIST. PARK METER 7-_ _ DETAIL "A" 7 SCALE 1 "=5' - EXISTING I.I.D. WOOD UTILITY POLE #907163D 6:00 3:00 9.-00 PL.0) 2- SCH 80 PVC FIBER RISER O 12:00 (I.I.D.) ON (1) I.I.D. RISER STANDOFF BRACKET •ALUMA FORM CAT -9 -CSO -12 W1 3- STRAP KIT. 12:m \—(I) 2" CC FIBER CROWN CASTLE TO PLACE VAULT #2 (1) 24"x36%30" FIBER SPLICE VAULT LID TO BE MARKED (CROWN CASTLE) T(I) BTI RADIO SHROUD. CROWN CASTLE IoN- OHMITP/19P AND POWER BREAKER/DISCONNECT BOX (3:oo) G �2" CC FIBER Z� o $ • L oo H \ 1.5- EX. PARK LIGHT POWER IN 9:00 2' CC PWR CABLES ABLES COAX CABS N 1 W 1 . I S GRAPHIC SCALE 20 0 To 20 FEET SITE NAME: LAD088-02 LA QUINTA SITE INFORMATION: 53480 EISENHOWER DR LA QUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: CIWH"T LlC WN AOSTL E Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA98109 - PLANS PREPARED BY: cabCm 19 engineering engineering services PRESCOTT COMMUNICATIONS INC. 10640 SepulVetla Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898.9186 C.E.S. PROJECT NO.: 6000586'1 5 C.E.S. DWG. NO. NPN12177 KCVl 1 awns: 08-20-12 PRELIMINARY [m MG VH O5" JH 2 03-31-12 POWER RE -DESIGN PER I.I.D.VH PPAFIEP: VH «: °SP JH 3 09-11-12 CD FINAL °"AITE" VH aa` VH JH ORMTER ozP DR- am routE¢ ORuiER: ac: ozP �JHLLI NUMULK: 80F9 AT 10 1/2-- 8' /2-8' (MIN) (BY CUSTOMER) 52 - 3"PVC SCHEDULE 80 COUPLING (BY CUSTOMER) A - STAND-OFF BRACKET ALUMA FORM CAT. 9 -CSO -12 W/ L STRAP KIT SECTION AION A -A SCI ODULLRE) 80 CONDUIT FINISH GP•AOE _r� r1l; PEAT aPVC SCH. 40 SWEEP GRAVEL I SEE NOTE 9 I (BY CUSTOMER). ! 36C R 0 USO (SWEEP9)/ (BY CUSTOMER) L_ - J <--J RISER/CONDUIT DETAIL N.T.S. CONTRACTORS NOTES 181.11 NOTES: i.ALL JOINTS TO BE CEMENTED WITH APPROVED PVC CEMENT. 2.CALL. I.I.D. IN COACHELLA VALLEY (760) 398-5828 48HRS IN ADVANCE FOR INSPECTION. 3. CALL I.I.D. IN IMPERIAL VALLEY (760) 482-3300 48HRS IN ADVANCE FOR INSPECTION. 5' MIN NORDIC FIBERGLAS SECONDARY PULLBOX CAT. NO. PR. 170 COLOR: DEAD GRASS (BY CUSTOMER) GRAVEL I/ `12" (MIN.) (BY CUSTOMER) PVC SCH 40 SWEEP. SEE NOTE 9 (BY CUSTOMER) 1. MUST OBTAIN I.I.D. APPROVAL FOR USE. 2. CONTRACTOR SHALL DO ALL TRENCHING. (REFER TO CONTRACTORS NOTE 1A -G.) 3. CONTRACTOR SHALL INSTALL CONDUIT RUNS, PULLBOX AND RISER MATERIAL ON I.I.D. POLE. CONTACT ENG. FOR LOCATION ON POLE. 4. CONTRACTOR SHALL INSTALL PULLCORD IN CONDUIT RUN BETWEEN PULLBOX AND METER. ' 5. CONTRACTOR SHALL CALL ENGINEERING FOR TRENCH INSPECTION PRIOR TO BACKFILLING. 6. CONTRACTOR SHALL BACKFILL AFTER I.I.D. INSPECTOR'S APPROVAL. TRENCH SHALL BE FREE OF ROCKS _ ADJACENT TO CONDUIT & PULLBOX. (REFER TO CONTRACTORS NOTE to -G.) 7. CHECK WITH ENGINEERING DEPT. FOR SPECS. ON COMMERCIAL SERVICES. 8. ALL MATERIAL SHOWN ON SKETCH EXCEPT POLE SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR AT HIS EXPENSE. 9. REFER TO TABLE 5 RISER SWEEP RADIUS. (PAGE 24) IID UNDERGROUND DISTRIBUTION STANDARDS compound: SECONDARY RISER Wrrfi 0 " " PULLBOX plane. N.T.S. I PZV 00 04-19-10 IL GdPPDiGffit RJW T. MXG SCALE I REV. ft I DATE I CFWRMAR STANDARDS 1 I.I.D. UNDERGROUND DISTRIBUTION STANDARDS Underground conduits, ducts, conduit findings, and sealing S. Transformer pads, Junction pads precast vaults, function sleeves: compound: A. All conduit entering transformer pads $1,811 be cut 080' in 1' (inch) from A Conduit runs shall not cross each other when on the same level and/or above the top of the pad. plane. 8. All conduit entedrg secondary pull boxes or splice boxes shall be Cut off 7' to S. Primary conduits shall be buried a minimum depth of four feel (4). Secondary and service conduits shall be buried a minimum depth of two 9' (inches) above the pea gravel. and one half feet (2W). C. Single pads instated adjacent t0 roads shall have the rg phase transformer C. Sizes and arrangements of oondults shall be as shown on the drawings, primary conduits installed closest to the road, and secondary conduit Installed m load. away frothe ad, (Carried he appropriate IID Customer Service D. Where he external diameter of the conduit is smaller than he diameter of Project Manager) the opening in he nub wall, he reduction in Conduit diameter shall take D. Tmnsfo tar pads, pull boxes, manholes, vaults, and switch pad installations, place two feet (2') hrn oere external wall of the vault. Refor to Drawing 0 1 shall be insfa0ed 3' above final grade (where not Installed along sidewalks) and flush with final sidewalk for those types of installations. In areas Yoh Underground Conduits, ducts, conduit fittinpe, and aeeling sloping cuntows greater than W o he foot the top edge shat be set as compound tdntinu0d: shown below highest point of dope. (In no Use shall here be more than 3' of slope in V (fool) of horizontal measurement) K The Installation tontrechx shall mandrel an conduit runs to and inducting E. Transit-; Pad inspection; when the contrecor receives or instells a service hot IID shag provide the mandrel and inspector. (Inspection TrensomtePad that has s contnuous crack across three sides (side, op. schedules aro subject to a minimum 48 hour advance notice and are and Inside window) this pad will be rejected by he IID inspector. When a by appolnlmont only - La Quince (760) 398-5828; Imperial (760) 482- crack Is non-c­grwous and the crock exceeds 1137 (.032) wide. the 3300). ; contrader may make appropriate repairs to the crack wth a manufacture approvedepoxy equal to CIA -GEL 7000. The combector will Inform the llD inspector of any crack repair o be made before repair is made. L. The Installation of he conduit system will be conducted by a single contractor urof er amity to give he project continuity, reducing he F. Contractor 15 responsible for permanent and waterproof markings an an Possibility of itiagws from he G.O. 128 reguabons. Interior vawl knockout, any and all conduits, conduit rims, and stub outs. ' with the conduit number corresponding to the number shown on he plans. G. Contractor shall seal or grout around seams, fid sections, and ducts entering vault aro pwlbcxe, to prevent sag and water entering at joints or openings H. Whet the external diameter of Ink conduit m smaller than he diameter of the opening In the vault van, he reduction in conduit diameter shag take pace two feet (7) from the edema! wall of he vault Refer fro Section 4D Refer to Dowing 01 I. CommetwDeveioper shall keep all debris away from gVs transformer pads, primary vaults, secondary put boxes, and other IID equipment to give IID personnel access during the duration of the project. 6. Marking tape over conduit: A. Contractor shalt install 2' line guard III tape. red in color with black lettering 'CAUTION BURIED ELECTRIC UNE BELOW (See Standard 100.51 B. Contractor will install a caution tape 12' above the power duds. IS" Standard 100.51 7. Secondary pullbox: Secondary pulooxes must be as shown on he drawings. Surface secondary pullbox unlined in all Imperial Irrigation District secondary construction. Reference Standard 181.1 -181.11 B. Cogt3erweld around rode 578- x 10': 0. To nompty with Generel Omer 128, nd0 21.SA, ho contractor is required b provide and inset. a minimum of two (2) Sig x 10' Copperweld ground mds shallba irca11ed at each transfomrer pad and ryhhdion pad, and primary vault. ISee Standards In 8C for dataill B. The developer will be responsible for driving any and all ground mde in tho system that is a joint trench. This will be predeomnined and completed before IID construction draws arrive on he job. C. Trench and pad growling: Single phase transformer reference Standard 1902.190.21 . Three phase transformer reference Standard 190.3-190.31 Single phase exactor reference Standard 190.4-190.41 Three phase sector reference Standard 190.5-190.51 9. Guard posts: A Guard Posts shag be 4' diameter pipe schedule 40 back cold rated steel. painted high visibiliy, yellow. See Standard 181.6 for concrete fig4oundatbn nd requirements atypical location of posts around IID equipment. SITE NAME: LAD088-02 LA QUINTA SITE INFORMATION: 53480EISENHOWER OR LA QUINTA, CA 92253 (STEEL PARK LIGHT) r SHEET TITLE: I.I.D. UNDERGROUND DISTRIBUTION STANDARDS Ll CCA��E Crown Castle 1100 DEXTER AVE. SUITE 250 SEATTLE, WA 98109 PLANS PREPARED BY: cable engineering Services PRESCOTT COMMUNICATIONS INC. 10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345 Phone No.: (818)898-2352 Fax No.: (818)898-9186 C.E.S. PROJECT NO.: 76000586.15 C.E.S. DWG. NO. NPN12177 r REVISIONS: 1 1 08-20-121 PRELIMINARY 2 1 08-31 -12 1 POWER RE -DESIGN PER I.I.D. 3 109-11-121 CD FINAL ante! NUIpptH: SCALE:__ 90F9 N.T.S. 1